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42527-Z
�oy��°F SOUTyo�o Town of Southold * * P.O. Box 1179 +0 53095 Main Rd CauffN° Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46080 Date: 04/01/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 95 Apple Ct Southold, NY 11971 Sec/Block/Lot: 69.-3-18 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/27/2018 Pursuant to which Building Permit No. 42527 and dated: 04/04/2018 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: Additions and alterations, including a covered front porch, finished basement (no bedrooms in basement), and indoor swimming pool to existing single-family dwelling as applied for. Note: This is a 2-bedroom dwelling. The certificate is issued to: Maia Khutsishvili Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 42527 3/31/2025 PLUMBERS CERTIFICATION: James C. Lane 12/27/2024 Au 0 iz Signature goon TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o. • SOUTHOLD', NY y_ o�• 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#: 42527 Date: 4/4/2018 Permission is hereby.granted to: Haeg, Lorraine 95 Apple Ct Southold, NY 11971 To: construct additions and alerations to existing single-family dwelling as applied for. At premises located at: 95 Apple Ct., Southold SCTM# 473889 Sec/Block/Lot# 69.-3-18 Pursuant to application dated 3/27/2018 and approved by the Building Inspector. To expire on 10/3/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $264.00 CO -ADDITION TO DWELLING $50.00 Total: $314.00 Buil pector OF SO!/j�o! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road CAQ P.O.Box 1179 Southold,NY 11971-0959 Jamesh southoldtownny.gov M01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maia Khutsisvili Address: 95 Apple Court city:Southold st: New York zip: 11971 Building Permit* 30718&42527 Section: 69 Block: 3 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOMEOWNER Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor Basement X Service Commerical Outdoor 1st Floor X Pool X New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 60 Ceiling Fixtures Bath Exhaust Fan 3 Service 3 ph Hot.Water 30amp GFCI Recpt 7 Wall Fixtures 3 Smoke Detectors 6 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 45 CO2 Detectors 6 Sub Panel A/C Blower 1 Range Recpt 1 Ceiling Fan 4 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors Disconnect Switches 46 4'LED Exit Fixtures Sump Pump Other Equipment: 1 pool panel,1 240v pool pump,1 heater, 1 transformer for pool lights 1 salt gen, 1 fric 1 stove, 1 dishwasher, 6 puck lights, 1 hood, 1 washer, Notes: HOUSE ADD/ALT Inspector Signature: Date: March 31, 2025 95 apple ct Town Hall Annex Telephone(631)765-1802 54375 Main Road '*'-'-�i---.- � 7. P.O. Box 1179 Southold, NY 11971-0959 DEC 2 T 2024 BUILDING DEPARTMENT 17�'n'. ')77 TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No.. �'c)-1 Owner:mao, kuVasnvi-h (Please print) Plumber: Z4YL166�- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P(b/s Si�4)�� Sworn to before me this day of 20 TRACEY LYNNE Z E NOTARY I ��I PUBLIC,STATE OF NEW YO K K Registration No.01SC6 16398 QMI(fied In Suffolk County .Commission Expires Notary Publics—'aGL County September 27,20 3lto [ 2.� -Aw ' WAR. If AVOID DROWNING RISK ------31�a ��w KEEP CHILDREN AWAY. CHILDREN OR OBJECT CANT BE SEEN UNDER COVER. M3n03 • REMOVE STANDING WATER.CHILD CAN DROWN ON TOPOFCOVER • REMOVE COVER(S)COMPLETELY BEFORE ENTRYOFBATHERSS sp,epuejs Alai L6 9b£lj W1St/spaasXa JO Shaw ENTRAPMENT POSSIBLE. /( NON-SECURED OR IMPROPERLY SECURED COVERS AREA WZAW 49n00 food bu►wwiMs painpolnuew wo�sno tl FAILURE TO FOLLOW INSTRUCTIONS MAY RESULT INnUUgyp9 DROWNING. VO/�B/O/Ja a DO NOT WALK ON COVER-EXCEPT IN EMERGENCY P av JeaM 0Jn1Bwaad jai COVER MAY BECOME SLIPPERY WHEN WEr CAUTION: READ SAFETY INSTRUCTIONS'ACTUIEC e •�N 1S17d1J3d S �l3n QUALITY ECIAVIEIsT slc sA" 4 �o��OF SO�Tyo�o �o ��y00UNi'I,��Q 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: ��Vlm L(VV/ DATE ID INSPECTOR A SO f OIyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [vj FRAM /STR®G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o I - , [J DATE INSPECTOR OF SOUTH°� -' # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- j FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEM INSPECTOR �OF So # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 -INSPECTION [ ] F UNDATION 1ST Cam[ ] ROUGH PLBG. [ FOUNDATION 2ND �°vl [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �O��pF OUlyo{o # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourity��'' 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FR® /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6mmm �91ri Wi ifvko)klrt DATE ! INSPECTOR Q�Q—fq �0��0 Utyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]. FOUNDATION 1ST [ ] R UGH PLBG. [ ] UNDATION 2ND [ INSULATION [ FRAMING /STRAP-PJNG FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]�ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: r` DATE INSPECTORAo ff SOOIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycoUlm, 765-1802 _ INSPECTJON - .: [ ] FOUNDATION 1ST [ ] ROUGH PLBG. Z 7 [ ] FOUNDATION 2ND IN SULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF 50UTyo� # TOWN OF SOUTHOLD BUILDING DEPT. �y40urm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] SULATIO l [ ] FRAMING /STRAPPING [ FINAL elf) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: V01/i V VI/1VIA - DATE L INSPECTOR AQW Plb-d oe souryOlo TOWN OF SOUTHOLD -BUILDING DEPT. "cou 631-765-1802 q ti� �v1IVSPECTION qll` [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] I SULAT ON/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE .C/O [ ] RENTAL REM AR. (C". CeA-gaw& r cN l rA --- O VA C • eo� DATE A15WY INSPECTOR / �OFSOUl9 Zi"7 Vectppte Cr # # TOWN O SOUTHO BUILD F W DEPT. , BUILDING cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [- ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL J , ] FIREPLACE,&.CHIMNEY ' [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . Vq ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P60 bcDK vi Poo I cook+ +rw -kmt� AteA4 1'o)l -tbr qeeA 4-0 DATE o� INSPECTOR #�OF SOUTyO# � 7 �i A,�Dl CT T WN OF S U HOLTl BILDING DEPT. lou 1 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/.REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [, ]- FIRE'SAFETY INSPECTION [ .] FIRE RESISTANT CONSTRUCTION f 'I FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [)4 ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: Ao/ needs /<o '5 -F. <<5 o vt, _Aj-ocA,5 o rvs,L eAr Qr An BOX DATE INSPECTOR lafso solo 5a 7 q ,Q �� cow t- # * 19WN0F SOUTH LD�-BUILDING DEPT. "cou 631-765-1802 INSPECTION ' . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]= FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [4- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 00 kDT boy, © e-A (a- env rNq: OW "10-01 OLA�+5i ot e- q, DATE INSPECTOR i T O UD ' ho��OF SO//lyO<o �� �J� ,(J!G # F SO THOdlILDING DEPT. o�m� 631-765-1802 INSPECTION ' [, ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ].- FIRE RESISTANT-PENETRATION. ] ELECTRICAL (ROUGH) [A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE.C/O [ ] RENTAL REMARKS: t10u. Gr �l.1 lotNu NLL."- INSPECTOR Lu.1,;a OF SO(/lyO� 9,5 a7 # * ' TOWN OF SOUTHOLD BUILDING DEF ., coum, 631-765-1802 INSPECT-ION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ `] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Wei- 0Q, A)o octVel C o,5J , J Af, -Cl; n 0464�o �V Y` , yt, - ,r 4eV� arAJ s a,,-dI � DATE INSPECTOR OF SObIyO� TOWN.'OF SOU-THOLD- BUILDING DEPT. 'clou 1 631-765-1802 - -1 -NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Re,-- [. ] FIREPLACE & CHIMNEY [ ] .:FIRE SAFETY INSPECTION - ] FIRE=RESISTANT CONSTRUCTION` [. ] FI RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) Qe- [ ] CODE VIOLATION [ ] PRE C/O - [ ] RENTAL REMARKS: 1 67 ve- of dlC.Qn/ DATE l I®bo?�lINSPECTOX.- b DE 50UlyO� I ��7 # TOWN OF SOUTHOLD ILDING DEPT. coutl 631-765-1802 INSPEC.TION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [- ]. INSULATION/CAULKING. [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE-VIOLATION : [ ] ,PRE C/O [ ]. RENTAL REMARKS: �e DATE ra C2 01 INSPECTOR Lmr3d4& �o��OF SOGTyo� # # TOWN OF S.OUTHOLD BUILDING DEPT. coum, 631-765-1802 PE I N SCTION [ ]- FOUNDATION 1 ST/ REBAR [/] RO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: l , C4- i ` .0 FO, - 7 1 1) Z, DATE INSPECTOR 0PS0UTgp6 41 oq 5 a 7 95 a�0,�le cT TOWN OF SOUTHOLD BUILTlING DEPT. co 631-765-1802 • - - = INSPECT---1 O•-N_- - _____ ___ ___ [ " ] 'FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL'(ROUGH) [X] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O ( ]- RENTAL REMARKS: 41%cl ;X6d4vLf,VL+ JAO 14 DATE oC� INSPECTOR. *�OFSOUTyo# f � y TOWN OF SOUT HOLD BUILDING DEPT. ou N 631-765-1802 INSPECTION- FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Lq DATE < `� INSPECTOR yr JEFF A. ZAHN, A.I.A. ARCHITECT-PLANNER February 7, 2025 . F E B 1 3 2025 . . .;:` Town of Southold Building Department 54375 Main Road ." Southold,NY 11971 Attn: John Jarski Re: Khutsishvili Residence 95 Apple Court Southold,NY 11971 TM.No.: 1000-69-3-18 Building Permit No:: 42527 Dear Mr. Jarski, . This.-correspondence is to inform you.that I, Jeff A: Zahn, field inspected.and certify . that the plumbing.and insulation have been:installed.in the.area.of the.interior alteration at the above"noted location meet the requirements of.the:2020 Residential Code of New York State and the 2020 New'York State.Energy Code. Should you have any questions or concerns please feel free to contact me. S� FD'�� Very truly.y u s, � �y •rya,, 9� �. Jef Zahn; A Cc: M. Khutsishvil ;F. 1Vlitola; File:. 215ROANO.KE.AVENUE i RIVERHEAD, N:Y. 1.1901 ' 631".727.0544 FAX`.631.727 5335:: e • ' • ' • • FOUNDATION (zND) Wn RIM Mli MdPIMR �� • / ROUGH FRAMING& dr , ► IX-F . _' p"lli,► �i?ZM l� • I % i 11I/.I ENERGYINSULATION � r ADDITIONALIC%1MENTS IM rf �► � • CIA_ r M& RAI FYI ----- P • ► � �7 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT _ Do you have or need the following,before applying? TOWN HALL of Health SOUTHOLD,NY 11971 4 is of Building Plans TEL: (631) 765-1802 ing Board approval FAX: (631) 765-9502 n Sur ey South oldtownny.gov PERMIT NO. ° Meek- E.C. I C.O. pplication D Examined ,20 l Separate Tiess4dentification Form MAR 2 7 2018 Sto Water Assessment Form Contact: Approved ,20 l sal` �i 14G WEPT. N10i n(w L Ae-. Disapproved a/c TOWN OF SO LD �15A pP�� S'a�n,V-o /117 Phone: 631- Sz) - 3 0"4 9 Expiratio 191 ,20 B In ctor APPLICATION FOR BUILDING PERMIT Date +ram 1-2 ti o? , 20 1 i INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date: If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. . APPLICATION IS HEREBY MADE to the,Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant ame,if a corporation) .1141,0a� 7- ,J1vjAo1dA( Mailing a dres o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1--o a-n—)' Jrv.,e- V-V J g. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I5�- 44-0 P le- , Cam+- S J 0 L -P House Number Street H mlet IA.C10F V F1E91S'. County Tax Map No. 1000 Section Blopl `',; 3 a 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 b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost %d,0 G o (Tol�e�paid on filing this application) 5. If dwelling, number of dwelling units --6' Utuber of dwelling units on'each floor If garage, number of cars KIZ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height . Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories' 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_c�Will excess fill be removed from premises? YES NO '\/j 14. Names of Owner of premises °'`"a''""� � i°Q Address 5 ""l e- C� 5_�f' Phone No. &-3)- S-Z> - 3o` 1 Name of Architect Vhl 9d J�y,:e - Address`T,Dun J P[&ce- os hone No V4, 4,xx Z.o aq Name of Contractor Address 4!5 Apple Cv,.2.4 Phone No._t 3/ - S-2 -30`-l0. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_ * IF YES, D.E.C. PERMITS MAY BE'REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFL" -'06�i,41174�9 being duly sworn, deposes and says that(s)he is the applicant Name of individual signing contract)above named, (S)He s the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ "k day of 201 of SA13RINA40 BORN No.01 B06317038 W YCAt Notary Public oua4fied In Suffolk county Signature o cant Commission Expires-p C..21,;Oil ffatK BUILDING DEPARTMENT- Electrical Inspector t,6 TOWN OF SOUTHOLD n Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 S roger richert cni town.southold.ny.us APP ' �A+ t�N FOR ELECTRICAL INSPECTION �EQt7ESTED BY.:..:r._....._ �0m_ .��.I..._._.... -Date: �q �: ;ompany Name: Q p mn,5�cr fl�C t'C• game: ctv5 0 o e2. _icense No.: S�`L2( - /y�, email: foM� cry GG r)C �M�LI Co1y 4ddress: .G) Qox ' y`Js G'rccn orb- 119 Phone No.: -- Cc IT 943 S 83 W* 1 � "CC. 6 3 1 JOB SITE INFORMATION: (All Information Required) Name: LQrr�l►nc2U Address: is hG Gnvr OU 4 A)y It q Cross Street: Phone No.: 01 52 3 0 L1 q- BIdg.Permit#: q 25 2 email: Tax Map District: 1000 Section: Block: Lot: B I F ESCRIPTION OF WORK(PI ase Prim Clearly) kil FGnOV(Ji'On c I'cccss l� �h cn�I n -I G£ un cr cn. )'n c n Circle All That Apply: Is job ready for,inspection?; ES NO Rough In oTina Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Info rm atio n: PAYMENT DUE WITH APPLICATION Cb Request for Inspection FormAs �p G J s `� oS�Ffat BUILDING DEPART Fllekrital 1hsjgc�r TOWN OUTHOLD i nono Town Hall Annex- 543 air�dWay 5P � ox251 °* Southold, New York 11971-0959 Telephone (631) 765-1802j3rt t11)r765-9502 iamesh _southoldtownny.gov - sn �9!tVVtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 Z Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: enavr, �, ({ Address: ` c( Cross Street: LV Phone No.: Bldg.Permit#: email: 0►'Y) Tax Map District: 1000 Section: Block: Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑Rough In ` ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 02 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION a4 1 tad BUILDING DEPART J IZri9l Ihscir TOWN OUTHOLD nr Town Hall Annex'- 543 r ainJ8bag 5P�?fox 1 9 e, Southold, New York 11971-0959 Telephone (631) 765-180 �765-9502 iamesh(@-southoldtownny.gov — nd(p��a�ai�l�lownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: o z Z Company Name: Electrician's Name: v License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: n e- Address: Cross Street: s. I L� Phone No.: BIdg.Permit#: email: pb� Tax Map District: 1000 - Section: Block: 3 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On ` Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION � n tad PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven - Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights, Heat Pucks ERV Inst Hot DeHum HOT TUB/SPA Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments PERMITP� �`a� Address: 5 APP le- Switches Outlets COO G FI's Surface Sconces ') H H's � UC Lts Fridge HW POOL. Fans Mini Fr. W/D Panel � � .c,,� Pump Exhaust vet'' Sump Heater Trnsfmr Smokes CP DW Generator Salt Gen. Carbon '-P Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA _ Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood. Blower Service Amps Have Used Sub Amps Have Used Comments sUFFQ Scott A. Russell o � � c r SUPERVISOR rn z M A\� A\G]EM�]E��� SOUTHOLD TOWN BALL-F.0.BOX 1179 Town of Southold Main Road-SOUTHOLD,NEW YORK 11971 O � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) I)OFS THIS PIaoJEC T INvOLVE ANY OF -THE FOLLOWING: (CHECK ALL THAT APPLY Yes No ❑H A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface.. El 5 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑M-C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on.FIRM Map of any watercourse. 0[ 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, ignature -Contsia.- ormaUon,-Date-&-Count-y-Tax-Map-Numbcr.Chapte"3&-doe.¬-appl to.3�our-prQ,- 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. S.C_T.M. 1000 Date. APPLICANT. (Property Owner.Design Professional,Agent,Contractor,Other) Ustrici �� 3 cab 27 2v i NAME: L �o Q N t Section Block Lot FOR Bll ILDI\G DES i?�:l'tE EvT USE 0NL`•.' ` - S"Z� U`Q Contact Informahore l� -3 Reviewed BY: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0�Date: i -125— Property address / Location of Construction work: /� Approved for processing Building Permit_ Stormwater Managemem Control Plan Not Required. O eTt.t) �l Stormwater Management Control Plan is Required_ (Forward to Engineering Department for Review.) FORM SMCP- TO� o��OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCOW T`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 16, 2019 Lorraine Haeg i 95 Apple Ct Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: estlRtltaiCOpyiOft L imatlen� Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. / Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. - Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —42527 —Add/Alts �oaS UAV`Ctfr� CO/) do 5 ROOM IVF.137 JJ it SWIMMING POOL FAMILY ROOM W.I.C. 4",77' BATH BATH ITN 71 47'x 5 9' KITCHEN,5,V xllll' MALL 9'w 7 x 11 mMARl8w-M too r z)or ZYIV BEDROOM 17W.M. W-1 C. MNG ROOM v 4xlal* D MNG AREA 15V,IT2' ROOM 11'4'.67 VilINOflY RECREATION Room Mv.MV - EIE CA 7L ROOM V ITT BATH STORAGEROOM ov.'al, W.I.C. W.T10, j FLOOR I TOTAL: 2705 sq.ft BELOW GROUND: 606 sq.ft,FLOOR 2: 1302 sq.ft,FLOOR 3: 797 sq.ft EXCLUDED AREAS: ELECTRICAL ROOM: 119 sq.ft, BAY WINDOW: 9 sq.ft,FIREPLACE: 8 sq.ft • `, -' �?-r.�a.o'c — - .rr.—.o. ---- �' air.3rtsr= - OAl. 3s �. i. (. - =h }:• - Y� ,.- - ,"-- �p hj. c?C� � '-. 2., H d , { 3, .. ::' fl F. -li P i - —-• - - -• --- •-- _sus`. __,tip :a�.�.a�...-•--- _ .._ -:"t' _--- �.vi- —-_.:t.... - --=- ` •-• — - _ _.. -`_- — - A•REA•- 10,093 sq.ft CER'T1F/ED TOI ' L-ORRAINE A. HAEG THE LONG ISLAND SAVINGS BANK FSB SUPERIOR ABSTRACT CORPORA TION TRW-S-543938-7 SUR VEY OF i LOT 7 ''SAP:OF SOUT,HOLD VIUAS" FIZEDJUNE25, 1992 MAP NO .9237 . - -- Prep.bred in accordance with /hs rrpinirnum standards for Ydl/e surveys as .established A SCUT�10LL7 fothe L.I.A:L:S. and approved and adopted _ TOVi/N OF �SOUTHOLD for such use by The Now York Slate Land Title Associallon. SUFFOLK COUNTY,. N, Y I The water supply .and sewage disposal 1000- 69•-• 03 - 13 systems for Ibis residence WA/ conform Ito the standards of The Suffolk County �C�l�: ���s 3- Department of Hedllh- Sar-vices' M 'Ch 11,4992 JUL Y 15, 19.92 (fourrdati®r7) Th'e,locations of wdlls and .cesspools shown hereon are' /rom field observatlons dnd or., trout .data obtabed'lrom olhers. .'Oct 24,1992-(final) 1 . ,SUFFO-LK COUNTY DEPARTMENT .OF HEALTH. SERVICES FOR-APPROVAL OF CONSTRUCTION ONLY �• r F 1 .Y.S. Ll•C. NO. 4961 B 92 SO.44 ,Ib, DATE:; REF. N0. ;Ix 1 ? -50 •'APnROVED= - ' revise lax number 12108192 'SO •Y. 119.:71 ... .•" --- _j.,-,w�.....; _ _ fir`-,_ _ .. Ilk Lie ri IN 40 11 �J.. •" • 'd c.�i ,�4'(Q�, �66'.os• �`k�Q: •�S3• Deb ••��'�1 '• ^�•,1•r. t, �RAgSf s. `D _ -. �:� _ \ a 8_�0 o emu. t '�• _ � • ZT iQ t I AREA= 10.093 sq:fit CERTIFIED T0j �! (.'ORRA1W.fit.. HAEG THE LONG ISLAND. SAVINGS BANK FSB. SUPERIOR' A.B.S TRA C T i CORPORA T,ION ` TRW-5-543938-7 �7 e+e✓��V5Y:®c i 6LL. + I' - F/#EDJUNE'25, r992 MAP NO.9237 Prepared 1n• dccordance, wlflr ihe• m/n,.lrimum standards for -I/Ile surveys as .aslablished A SOUTHrOLU by Me L.I.A.'L.S. and uppp!roued and gdopled TOWN OF S�L����L® for such use by The Now, York Stale Land Tllle :4ssocloflon. •SUFFO►LK COUNTY, N. Y The Water su l and setts a s disposal' Moo-.f9.'-• 03 - 1 s sleiris for 'M s residence w111' contoem Y - •lb .the standards of The .Suffolk county Scab: r = 30" Deparlmeni of 'H,eolfti' Services: M�V'Ch 11, r992 :JUL'Y 15, 1992 (foundation) Th•e •localibns of W811s anal•.cesspobIs. Mowil hereon are• from field :OCt �4. 1992'(final) ab.sermilons dnd' or trout .data`obldlne�d'from Whom.. ° •SUFFO.LK COUN(Y DEPaRTMEt�T .OF HEALTH,SERVICES S�Q •ti1�Tt'_.O,fiy FOR•APPR01/AL OF COtJS,TRU.CTION ONLY F Y.S. L'I•C. NO. 49618 92S044 DATE,:. H& REF: NO R'V j L41 F•`P.ROVED= l :;;50 :'Y fl'9:r1 revise fax number 12/08/92. o,d n e,3 q7D®" t�aI�j � 06d �S � P l�� AA o� J-1t " -- ��L �a�►5 o rc `�� r��l-eS �l�rc�j� � I 0 .re -',mot 0) v�j C)�),�jc rf .fly wry Foj r- 10 um Fc)r i� 7 d li-ierp5s s goo L- ots ►� ��r� : . REScheck Software Version 4.6.5 comphance Certificate o � � � Project Energy Code: 2015 lECC OCT 5 2018 Location: Southolld, New York Construction Type: Single-family DUN.1,11)mm'To Deis Project Type: Addition Try p,.7_4D Orientation: Bldg. faces 135 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 95 Apple Ct. Mr. Haeg Mike Angelone Southhold, NY 11971 95 Apple Ct. 4 Pond Place Southhold, NY 11971 Oyster Bay, NY 11771 Compliance: 10.8%Better Than Code Maximum UA: 65 Your UA: 58 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies eavity GdnT. 444ctof QA 111,4V 16e. R:;'V@,qe Floor 1: All-Wood joist/Truss:Over Unconditioned Space 285 30.0 0.0 0.033 Wall 1: Wood Frame, 16" o.c, 100 19.0 0.0 0.060 6 Orientation: Right side Wall 2: Wood Frame, 16" o.c. 185 19.0 0.0 0.060 9 Orientation: Back Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 33 0.280 9 SHGC: 0.30 Orientation: Back Wall'3: Wood Frame, 16" D.C. 100 19.0 0.0 0.060 Orientation: Left side Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 43 0.280 12 SHGC: 0.30 Orientation: Left side -ZB-5 30 0034 10 Ceiling 1: Cathedral Ceiling 0,0 Compliance Statement: The proposed building design described her plans, specifications, and othe7' 'P'a requirements A t V, Xme t the 2015 IECC calculations submitted with the permit application.The proposed buill '1�n '9g§V'h�d$b..een desig REScheck Version 4,6.5 and to comply with the mandatory require is I d the,RESch nos ction Checklist. I m S r i = Date Name-Title Signa OS36 9 ��FES S1 Project Title: Report/ Data filename: CAUsers\Torn Calabro\Documents\Charbourdevelopment Corp\Ralph\Apple Pool\Haeg.rf f IREScheck Software VerMan 4.6o5 Inspect'Mon Checkhmst D Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans verified Field Verified # Pre-Inspection/Plan Review value value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and :❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRl]1 l energy code compliance for the building envelope.Thermal x °❑Not Observable , �} 9 p ;envelope represented on s F '`' ;❑Not Applicable construction documents. f 103.1, ;Construction drawings and • E f� - �• • ,Y�❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 1energy code compliance for 1".. [PR3]1 I lighting and mechanical systems. r ❑Not Observable ;Systems serving multiple z M '❑Not Applicable dwelling units must demonstrate 2 ;compliance with the IECC i r1 7 ;Commercial Provisions, 302.1, ;Heating and cooling equipment is,: Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 !on loads calculated per ACCA Cooling: Cooling: :❑Not Observable Manual J or other methods Btu/hr ; Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: h 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/20/18 Data filename: C:\Users\Tom Calabro\Documents\Charbourdevelopment Corp\Ralph\Apple Pool\Haeg.rck' Page 2 of 9 I s8Ct609➢ Cpf9'!pV'ents�Ass&llm tilons # IFoundationlinspectionCComplies?' &e 6teq.@D 3031J' . !A protective covering is installed to :[]Complies ;Exception: Requirement is not applicable. [FO11]z protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below [fNot Observable; ;grade. �ONot Applicable ISnow-and ice-melting system controls;OComplies [FO12jz installed. ;Does Not 1UNot Observable nNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/20/18 Data filename: C:\Users\Tom Calabro\Documents\Charbourdevelopment Corp\Ralph\Apple Pool\Haeg.rck Page 3 of 9 1 Section Plans Verified Field Verified Complies? Comments/Assumptions # Framing/.Rough-in Inspection Value Value & Reowi® _ ❑U_ ; Complies ;See the Envelope Assemblies 402.1.1, ;Glazing U-factor(area-weighted U- ❑Does Not ;table for values. 402.3.1, 1average). 402.3.3, i '[]Not Observable 402.5 TINot Applicable [FR2]1 ! ` ,• 3❑Complies Requirement will be met. 303.1.3 U-factors of fenestration products 4 %, x ` [FR4]1 lare determined in accordance a - ❑Does Not ; !with the NFRC test procedure or ++ 5 ' ❑Not Observable ;taken from the default table. a ti, ❑Not Applicable ! '402.4.1.1 ;Air barrier and thermal barrier y G+ t }❑Complies ;Requirement will be met. t y ❑Does Not [FR2311 !installed per manufacturer � '� ,� ,. *;` �•j- r instructions. ir�0 -3❑Not Observable _IF-]Not Applicable 402.4.3 !Fenestration that is not site built +� ❑Complies ;Requirement will be met. I 4 ❑Does Not i[FR20]1 s listed and labeled as meeting + AAMAlWDMA/CSA 101/1.5.2/A440` s 3 _: ` ❑Not Observable or has infiltration rates per NFRC / -, ❑Not Applicable s 5X 400 that do not exceed code f limits. +❑Complies Requirement will be met. 402.4.5 I IC-rated recessed lighting fixtures � { a;1 , [FR16]2 !sealed at housing/interior finish A '° ❑Does Not and labeled to indicate :52,0 cfm ' t, A ❑Not Observable ! ;leakage at 75 Pa. Not Applicable 403.3.1 ;Supply and return ducts in attics ': x i1 tl z r ❑Complies [FR12]1 'insulated >= R-8 where duct is „':'_;,r; , }❑Does Not t1 >= 3 inches in diameter and >_ s+ ❑Not Observable ; R-6 where < 3 inches, Supply and ;`❑Not Applicable ! ;return ducts in other portions of I „• ,, ;the building insulated >= R-6 for I j diameter>= 3 inches and R-4.2 lfor< 3 inches in diameter. 403.3.5 ;Building cavities are not used as r ❑Complies [FR15]3 !ducts or plenums, `❑Does Not J❑Not Observable ' .`i❑Not Applicable 403.4 ;HVAC piping conveying fluids R 1 R- ;❑Complies ; [FR17]2 above 105 °F or chilled fluids i❑Does Not below 55 °F are insulated to ?R- ;❑Not Observable ; 13• ![]Not Applicable I I Y 403.4.1 ;Protection of insulation on HVAC ' ; ❑Complies_;1❑Does Not FR24 [ ]1 'piping. ❑Not ObservableQQP ; �' !'p ', } s;❑Not Applicable 403.5.3 I Hot water pipes are insulated to R- R- ;❑Complies ;Exception: Requirement is 12 I❑Does Not !not applicable. [FR18 >_R-3. I I I i ' ` � I ;❑Not Observable ; ii ;❑Not Applicable - t will be met ;Automatic or gravity dampers are ❑Complies Requirement [FR19]? (installed on all outdoor air 1... ° . ❑Does Not ! intakes and exhausts, N, ❑Not Observable I , ,.. , :• ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/20/18 Data filename: C:\Users\Tom Calabro\Documents\Charbourdevelopment Corp\Ralph\Apple Pool\Haeg.rck Page 4 of 9 1 _High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)� Report date: 09/20/18 Project Title: Data filename: C:\Users\Tom Calabro\Documents\Charbourdevelopment Corp\Ralph\Apple Pool\Haeg.rck Page 5 of 9 Section �- Plans verified Field Verified Complies? Comments/Assumptions # insulation Inspection " Value value 6! Ited.9p _ 30 1 ;All installed insulation is labeled r �s, . ,�+ ,wki ii[]Complies Requirement will be met. 3 ClDoesNot [fN13]z for the installed R-values + d j provided. k i. ,l 1 ❑Not Observable , []Not Applicable e R- ;[]Complies ;See the Envelope Assemblies 402.1.1, Floor insulation R-value. R- I IClDoes Not ;table for values. 402.2.6 ;❑ Wood ;❑ Wood [IN1]1 Steel ❑ Steel ;[]Not Observable ; ;0Not Applicable + I I i[]Complies ;Requirement will be met. 303,2, Floor insulation installed per ' 'r nC7Does Not 402.2.7 ;manufacturer's instructions and , a �xjg32 ,r f , ,^ 1 in substantial contact with the `�- `` "`` �'` ° ., '- [IN2] ❑Not Observable ' underside of the subfloor, or floor' r ' a, ° ti" ' r` ' ❑Not Applicable ;framing cavity insulation is in ;+k, 'N''' i_ • ^;'1 . ;contact with the top side of ;sheathing, or continuous !insulation is installed on the underside of floor framing and !extends from the bottom to the t r ;top of all perimeter floor framing F members. lies om C p See the Envelope Assemblies '[] 402.1.1, ;Wall insulation R-value, if this is a; R- R ;table for values. 402.2.5, !mass wall with at least'/z of the Wood j❑ Wood ;Oboes Not 402.2.6 I wall insulation on the wall Mass ❑ Mass ;[]Not Observable [I1\13]1 ;exterior, the exterior insulation Steel ❑ Steel ![]Not Applicable ;requirement applies (FR10). ! ^ 777777777771=- []Complies ;Requirement will be met. 303.2 �Wall insulation is installed per �FlDoes Not [IN4]1 manufacturer's instructions. []Not Observable []Not Applicable ,Additional CommentslAssumptions: I - 1 High Impact(Tier 1) 2• Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report date: 09/20/18 Project Title: Data filename: C:\Users\Tom Calabro\Documents\Charbourd eve]opment Corp\Ralph\Apple Pool\Haeg.rck Page 6 of 9 Section Plans verified Field verified Complies' Comments/Assumptions .0 Final inspection Provisions value valaae &: Red.\® 'OCom Iles ;See the Envelope Assemblies 402.1.1, i Ceiling insulation R-value. I R- R-I p table for values. 402.2.1, Wood ❑ Wood ;ODoes Not 402.2.2, ; ❑ Steel ❑ Steel ;[]Not Observable 402.2.6 T]Not Applicable [Fill' []Complies ;Requirement will be met, 303.1.1.1, ;Ceiling insulation installed per ti, a� „ x° 303.2 .manufacturer's instructions. §,j ElDoes Not [F12]1 I Blown insulation marked every ',T i =' ❑Not Observable ; 300 ftz. + F � , ElNot Applicable 402.2.3 ,Vented attics with air permeable F; �,, V`r ❑Complies ;Requirement will be met. Y [FI22]z ;insulation include baffle adjacent ❑Does Not a Ito soffit and eave vents that , ❑Not Observable extends over insulation, ` , ,, ]Not Applicable R_ ;OComplies Requirement will be met. 402.2.4 ;Attic access hatch and door R ;ElDoes Not [F13]1 :insulation >_R-value of the I ; adjacent assembly. ;E]Not Observable ; ❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = 'Complies Requirement will be met. [FI17]1 1 ach in Climate Zones 1-2, and ; ;Oboes Not 1<=3 ach in Climate Zones 3-8. ;ONot Observable ElNot Applicable 403.3.4 ',Duct tightness test result of<=4 ; cfm/100 cfm/100 ;Complies [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 ElDoes Not <=3 cfm/100 ft2 without air ONot Observable handler @ 25 Pa. For rough-in ONot Applicable ;tests,verification may need to occur during Framing Inspection. j 403.3.3 1 Ducts are pressure tested to cfm/100 cfm/100 Complies ft2 [FI27]1 ;determine air leakage with ; ft2 ;Does Not either: Rough-in test:Total ':I]Not Observable leakage measured with a :ONot Applicable `pressure differential of 0.1 inch !w.g. across the system including ,the manufacturer's air handler enclosure if installed at time of 1 ; :test. Postconstruction test:Total leakage measured with a , pressure differential of 0.1 inch ;w,g. across the entire system ;including the manufacturer's air handler enclosure. 403,3.2.1 ;Air handler leakage designated ;, A z 'h �Complies ,t tt _iElDoes Not [FI24]1 by manufacturer at<=2%of 4%` ) design air flow. 3 =• t' F '^[]Not Observable ; i CINot Applicable '30Complies 403.1.1 1 Programmable thermostats i E]DoesNot [Flg]2 !installed for control of primary !heating and cooling systems and ❑Not Observable jinitially set by manufacturer to '�pNot Applicable ,code specifications, []Complies ; 403.1.2 Heat pump thermostat installedODoeS Not [Ff10]2 ; ion heat pumps. �, ). }[]Not Observable [- _]ONot Applicable -- iOComplies I 4,03:5:1'. ;Circulating service hot water ;]Does Not [FlflF., ;systems have automatic or ,,,.• accessible manual controls. ( ElNot Observable ; 1 ONot Applicable , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report date: 09/20/18 Project Title: Data filename: C:\Users\Tom Calabro\Documents\Charbourdevelopment Corp\Ralph\Apple Pool\Haeg.rck Page 7 of Section Plans Verified Field Verified complies? Comments/Assumptions # Final Inspection Provisions Value Value ;[]Complies 403.10.3 iTimer switches or other t ; ,,, [Does Not .�r { 5 z , i.� I SL f ` t [FI19]3 !automatic preset schedule !control method are installed on ra ;, t'. IONot Observable ' ;heaters and pumps serving pools ;ONot Applicable land permanent ,OComplies 403.10.4 (Outdoor heated pools and Oboes Not [F120]3 !outdoor permanent spas have a ; !vapor retardant cover, t r f 'C ;ONot Observable ; =ONot Applicable ![]Complies , 404.1 175% of lamps in permanent Oboes Not [FI6]1 Mixtures or 75%of permanent lir , }{��� , �_ I , !fixtures have high efficacy lamps �, ❑Not Observable Does not apply to low-voltage []Not Applicable .1 lighting. OComplies 404.1.1 ;Fuel gas lighting systems have !Oboes Not [F123]3 no continuous pilot light. c x g `, !ONot Observable lJ ry J UNot Applicable 401.3 ;Compliance certificate posted f ;OComplies Requirement will be met. [F171Z ` �,' r' ;[]Does Not l ❑Not Observable s' []Not Applicable OComplies 303.3 Manufacturer manuals for C1Does Not [FI18]3 mechanical and water heating .;; !systems have been provided. ;[]Not Observable +[]Not Applicable Add'itioenall Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report date: 09/20/18 Project Title: Data filename: C:\Users\Tom Calabro\Documents\Charbourdevelopment Corp\Ralph\Apple Pool\Haeg.rcl< Page 9 of 2015 MCC Energy Effidencye oficate e e Above-Grade Wa9l 19.00 Below-Grade Wall 0.00 Moor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): e Do• o up-w Not Window 0.28 Door 0 0 0 0 0 0 Heating Systems: Cooling System' Water Heater: Name: Date: Comments Generated by REScheck--Web Software Compliance Certificate Project Khutsisvili Residence ' Energy Code: 2018 IECC . Location- Southold, New.York Construction Type:, Single-family.. . .Project.Type: `Addition ���•�. 's)' ' Project SubType: None Climate Zone: : 4 (5572.ME)) 1 .6. 2025 ., ;.. Permit Date:: . Permit Number: F. { r r ��• 4 All Electric false :�Fr7,r:2�.'� Is Renewable false Has,Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 95 Apple Court Maia Khutsishvili Jeff Zahn Southold, NY 11971 95 Apple Court Jeff A.Zahn,Architects Southold, NY 11971 . 215,Roanoke Avenue Riverhead, NY.11971.' 631:727.0544 jazcad@riasn.com Compliance: Passes using UA trade-off Compliance: 2.1%Better Than Code Maximum UA: 94 Your UA: 92 Mazlmum SHGC: 0.40 Your SHGC: 0.31 The%Better or worse Than Code Index reflects how close to compliance the house.is based on code trade-off rules: - It DOES NOT.provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no..longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade: assembly I *the specified climate zone must meet the minimum energy code'insulati'on R-value and depth requirements: Envelope.Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Ttuss 440 36.0 0.0 . 0.035 0.026 15_ 11 Wall:Wood Frame, 16'.'.o.c.. .. 630 15.0 3.0.. 0.061 - 0.060. 37 36.. - D.00r:Solid Door(under 50%glazing) . 17 0.170 0:320� .3. "5 Wi—dow-Wood Frame. 15 0.300 0.320, 4 5 SHGC:0.31 Basement.Wall:.S.olid Concrete or.Masonry .Wall height:7.0' 630 15.0 3.0 0.053 0.059 33 Depth below grade: 5.0' Insulation depth- TO Project Title: Khutsisvili.Residence Repoitdate O1/14/25. .Data•filenam:e: Page:1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed' the REScheck Inspection Checklist. tot Name-Title Signature Date 11 Project Title: Khutsisvil'i Residence Report.date. 01/14%25 Data filename: : Page 2 of10� REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly.in the REScheck software Text in the "Comments/Assumptions column is provided by.the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an,exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans:Verified Field Verified. `. - Pre4nsp'ection/Plan Revieinr V Complies?, Comments/Assumptions &'Re .ID slue Value 1031, ;Construction drawings and Elcomplies i 103.2 documentation.demonstrate ❑Does Not [PR111... ;energy code compliance for,the ❑Not Observable ';building envelope..Thermal lenvelope represented on ❑Not Applicable ; ;construction documents.. ; 103.1, Construction drawings and ❑Complies ; 103.2, Idocumentation demonstrate ❑Does Not ; 403.7 ,energy code compliance for ❑Not Observable [PR3]1 ;lighting and mechanical systems. !Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate ; compliance with the IECC Commercial Provisions. ' 302.1, Heating and cooling equipment is 1 Heating: Heating: ;❑complies 403.7 Isized per ACCA Manual S based 1 Btu/hr Btu/hr ❑Does Not . [PR2]z l on loads calculated per ACCA ; Cooling: Cooling: . ❑Not Observable �tj l Manual] or other methods Btu/hr ; Btu/hr ; approved by the code official. ❑Not Applicable Additional'Comments/Assumptions: I, High Impact,filer l) , ' 2 Medium ln'ipact:(Tier 2). 3;;Lowampact.(Tier.3)_ Project Title: Khutsisvili Residence Report a Data filename: - a e: Page 3 of10.... Section Plans Verified Field Verified # Foundation Inspection Value Value Compiles? Comments/Assumptions & Req.ID 11 402.1.1 1 Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value.Where interior R_ R_ ;❑Does Not table for values. !insulation is used,verification i I may need to occur during ;❑Not Observable l Insulation Inspection. Not ; ;ONot Applicable ; required in warm-humid locations.; ;in Climate Zone 3. 303.2 ;Conditioned.basementwall ❑Complies [F0511 iinsulation installed per ❑Does Not `manufacturer's instructions: J i ❑Not Observable ; ❑Not Applicable - 402.2.9. ',Conditioned basement wall •ft •ft. ` ❑Complies ;see the Envelope Assemblies . [F06]1 insulation depth of:burial or ..:❑Does Not f table for values. tBJ. ;distance'from top of wall. i ; . .;❑Not:Observable ;❑ Not Applicable 303.2.1 A protective covering is installed ❑Complies ; [F011]z to protect exposed exterior, ❑Does Not insulation and extends a ❑Not Observable {minimum of 6 in. below grade. ❑Not Applicable ; 403.9 know-and ice-melting system ❑Complies ; [FO12]z !controls installed. ❑Does Not U {E ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1. H(gh.lmpact(Tier 1) 2 Medium lrripact(Tier 2) 3, Low Impact(Tier 3).. ProjectTitle: Khutsisvil[.Residen'ce Report,.date: 01/14/25: 7. Data filename: Page 4 of10 .. ... . Section Plans Verified Field Verified # Framing/Rough-In"Inspection Value Value Compiles? Comments/Assumptions &Req.ID 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies I I ❑ 'table for values. 402.3.4 Does Not ; I 1 f [FR1]1 ! 1 ;❑Not Observable I r ' I I ;❑Not Applicable 402.1.1, ''Glazing U-factor(area-weighted I U- I U- ;❑Complies ;See the Envelope-Assemblies 402.3.1, .average). ❑Does Not :table for values... 402.3.3, I I❑Not Observable 402.5 I I [FR2]1 ❑Not Applicable I I I I 303:1.3 U-factors of fenestration productsElcomplies [FR4]1 tare.determined in accordance ❑.Does Not with the NFRC test procedure or I `taken from the default table. ❑Not Observable I. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; :[FR23]1 . `installed per,manufacturer's ❑Does Not instructions: I ❑Not Observable I ❑Not Applicable 402.4.3 1`Fenestration that is not site built ❑Complies [FR2011 is listed and labeled as meeting = ❑Does.Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable Ior has infiltration rates per NFRC. ❑Not Applicable �400 that do not exceed code limits. I 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 Isealed at housing/interior finish []Does Not and labeled to indicate:52.0 cfm ❑Not Observable `leakage at 75 Pa. ❑Not Applicable ; 403.3.1, iSupply and return ducts in attics ❑.Complies [FR12]i. insulated >=.R-8'where duct is ODoes Not ; I>= 3 inches in diameter and.>= r _ ❑Not.Observable 'R-6 where<;3 inches.o Supply and I y ❑Not Applicable �return ducts in other prtioons of . Ithe building insulated >= R-6 for diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. ' 403.3.2 !Ducts,air handlers and filter: ❑Complies ; [FR13]1 E boxes are sealed with ❑Does Not ` ;joints/seams compliant with []Not Observable 'International Mechanical Code or, I I ❑Not Applicable ; I International Resident!al-Code,as , ;applicable: I 4,03 3=5ys4 Building cavities are,not used as ❑Complies . [FR1'5]�„ r�ducts or plenums. ❑D.oes Not . EINot Observable ; a❑Not Applicable 1 1.1410himpact.(Tier 1) 2, Medium Impact(Tier,2) 3,' Low Impact(Tier3). Project Title: Khutsisvili.Residence Report date 01/14/25: Page 5•of10 Data filename: •.. . .. . . . .: Section Plans Verified. Field Verified #' Framing/Rough-in'Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.33, % ,,Ducts declared to be within the ❑Complies [F t28T ,�, conditioned space are either 1) ❑Does Not n " completely within the continuous ❑Not Observable air barrier and within the building thermal envelope,2) buried ❑Not Applicable ; within ceiling insulation in ; accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the:building thermal envelope ' —�- and the,duct leakage is`<=1:5 cfm/100 square feet of conditioned floor area served by ; ism the duct system,or 3)the ceiling: - ;insulation R-value installed- against and above.the insulated ; duct>=to the proposed ceiling insulation R-value,less the R- ti Jvalu'e of the insulation on the 403.4 1HVAC piping conveying fluids IR- ; R- ;❑Complies ; [FR17]2 `above 105°F or chilled fluids 1❑Does Not below 55°F are insulated to >_R- ; ;❑Not Observable i ;❑Not Applicable 403.4.1 'Protection of insulation on HVAC ❑Complies ; [FR24]1 `piping. ❑Does Not gj I ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ;I R- E Complies [FR18]2 >_R-3. ❑.Does.Not �. ; -]Not Observable i❑Not Applicable 403.6 (Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and.exhausts. []Not Observable 1 ❑Not Applicable Additional Comments/Assumptions: •1,High Impact(Tier 1) 2 M.edi.um Imp.act.(Tier 2),. 3 Low Impact(Tier 3) , Project Title: Khutsisvili Residence' ` Report date: .`07/14/25 Data filename: Page 6.of10 Section Plans Verified,' Field',Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 !or the installed R-values ❑Does Not' ` provided. ❑Not Observable ❑Not Applicable ; 402.1.1, ;,Wall insulation R-value.If this is a R- I R- ;.❑Complies ;See the Envelope Assemblies. . of the 402.2.5, !mass wall with at least 1h .Wood ;❑ Wood ;table for values. ❑Does Not - 402.2.6 . ;wall insulation on the wall Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the'exterior insulation 1 .� !requirement applies(FR10). ;❑ Steel ❑ Steel. ;❑Not Applicable ; 303.2'� _ ;Wall insulation is installed per. ❑Complies [IN4]i. {manufacturer's instructions. []Does Not ; r -]Not Observable i' ❑Not Applicable Additional Comments/Assumptions: 1. High Impac((Tier,1) 2• Medium impact(Tier 2) 3,';Low Impact(Tier.3).. t Project Title: Kh AMsvili Residence Report da a 01/14/25 Data-filename., . . .. . Pagel of10.�.. Section Plans Verified' ,,'` Field Verified ' # Final Inspection Provisions Value Value Complies? ' Comments/Assumptions &Req.ID 402.1.11 ;Ceiling insulation R-value. . R- ; R- ;❑Complies ;See the Envelope Assemblies ❑ 'table for values. 402.2.1, ❑ Wood ;❑ Wood ; Does Not ; 402.2.2, .; i❑ Steel ❑ Steel :❑Not Observable 402.2.6 ❑ [FI1]1 ; Not Applicable ; , 3.03.1.1.1,'ICeiling insulation installed per ❑Complies 303.2 I manufacturer's-instructions. ❑Does Not [FI2]1 ;.Blown insulation marked every [-]Not Observable 300 ft2. Not Applicable,,..: 402.2.. Vented attics with air permeable i ElComplies . [FI22] iinsulationanclude baf le adjacent ❑Does.Not ; Ito soff.it.and eave vents that °<. ❑Not Observable {extends.over insulation: ❑Not Applicable {. 402.2.4 ;Attic access hatch and door ; R- R ❑Complies ; [FI311 !insulation>R-value of the I❑Does:Not adjacent assembly. ❑Not Observable. f ❑Not Applicable 402.4.12, Blower door test @ 50 Pa..<=5 A.CH 50 ;'ACH 50 IElComplies . . ; [FI17]1 each in Climate Zones 1-2,and ' ❑Does Not I ;❑Not Observable <=3 ach in Climate Zones 3-8. ; I ;❑Not Applicable 403.3.3 . :;Ducts are pressure tested to cfm/100 - ; cfm/100 ❑Complies ; (FI2711 determine air leakage with ftz ; ftz ;❑Does Not neither: Rough-in test:Total ❑Not Observable.: leakage measured with a. ❑ i ' Not Applicable ; rpressure differential of 0.1 inch ; �w.g.across the system including ; the manufacturer's air handler . . enclosure if,installed at time of testa Postconstructfori test:Total A leakage.measured with a F. Ipressure differential of 0.1 inch w.g.across the entire system. `including the manufacturer's air i handler enclosure. ' 403.3.4.. .;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ' ;OComplies ; [FI4]1 1 cfm/100 ft2-across the-systern or i.ftz ft? ❑Does.Not . <<=3 efm/100.ft2 without air ' ;handler @.25 Pa.For rough-in ; ', t❑Not Observable ❑Not.Applicable i.tests;verification may need to occur during Framing Inspection.., ' 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]l, I by manufacturer at<=2%of ; ' ❑Does Not, design air flow. ❑Not Observable ; Not Applicabl❑ e 4.03.1.1 �Programmable thermostats ry ❑ i [Flg]z (installed for control of.primary DDoes Not ,. ;heating and cooling systems and !initially.set by manufacturer.to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 'Heat pump thermostat installed ... ❑Complies [FJ10]z �on heat pumps. ❑Does Not ONot Observable 1. i ❑Not Applicable" 403.5.1. Circulating service hot water ❑Complies, [FI11]z E systems have.aut6matic'or. w ❑Does,Not t accessible manual controls. j ❑Not Observable„ ❑Not Applicable 1 High.lmpact(Tierl) 2 Medium,Impact(Tier 2) 3:,; Low Impact.(Tier Project Title Khutsisvili Residence . Report date: 01/14/25. Page 8 of10 Data-filenarhe: :. .. Section Plans Verified. Field Verified # . . final'Inspection,Provisions Value Value Complies?' Comments/Assumptions & Req.ID' 403.6.1 IAII mechanical ventilation system ❑Complies ; [FI25]2 Ifans not part of tested and listed ❑Does Not ;HVAC equipment meet efficacy ' 'land air flow limits per Table ❑Not Observable 1R403.6.1. ❑Not Applicable ; 403.2 1Hot water boilers supplying,heat' „ ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback' ;control to lower boiler water ❑Not Observable temperature based on outdoor . ❑Not Applicable. temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies . [F12812. !have a circulation pump:The ODOeS Not . !system,return pipe is a dedicated return pipe or a cold watersupply []Not Observable ; pipe. Gravity and thermos-. . ❑Not Applicable `syphon circulation systems.,are not present.Controls.for ; circulating hot water system. Cpumps start the pump with signal ,for hot water demand within the `occupancy.Controls automatically turn off the pump ; when water is in circulation loop 'l his at set-point temperature and l no demand for hot water exists. ; 403.5.1.2 I Electric heat trace systems ❑Complies ; [F[29]2 comply with IEEE 515.1 or UL ❑Does Not 51.5.Controls automatically adjust the energy input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable [desired water temperature in the - r piping, 403.5.2 Demand recirculation water 3❑Complies [F13,0]2 systems'have controls that ❑Does Not: manage operation of the,pump _ ❑Not Observable 'and limitthe temperature of'the water entering the cold water ❑Not Applicable ; ?piping to<= 1044F. . 403.5.4 (Drain watee.heat recovery units 'l =' ❑Complies [F131]z - tested in accordance with CSA ❑Does Not , �B55:1:Potable water-side l ❑Not Observable .; . ,pressure loss of drain water heat s . „ recovery.units< 3'psi for 'l" QNot Applicable individual unitss connected to one ortwo showers. Potable water- : 'l (side pressure loss of drain water. I ``heat recovery units.<2 psi for Cindividual units connected to:, 'l ;.three or more showers. 404.1 ;90%or more of permanent ❑Complies , [FI6]1: (fixtures have high efficacy lamps ❑Does Not I ❑Not Observable . ONot Applicable ; 40,411 Fuel gas lighting systems have ,,,, Complies W/12/33 ,G/' no continuous pilot light. ElDoes Not. ; any ; p ❑Not Observable.; r❑ Not Applicable 401.3 Compliance:ce.rtificate posted... z ❑Complies., [F17]2 ❑Does Not 'l 3 . ❑Not Observable I . ❑Not Applicable: .; . 1 High Impact(Tier 1). '2 Medium Impact:(Tier.2) "3{Low Impact(Tier 3) Project Title. Khutsis�ili'Res[dence Report date:`. 01/14/25. Data,filename' . ..Page 9:of10; Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &.Req.I D 303 3a°'� mechanical and water for ❑Complies Manufacturer man [FI18°]3„ ter heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: .1.11 High Impact.(Tierj).,. 2 Medium Impact(Tier2)'. 3, Low Impact(Tier:3), Project Title: Khutsisvil1 Residence Report date: 01/14/25 '.Data`filename:. Page 10 of10. .. . 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 18.00 Rloor. 0.,00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces)d - Glass & . . . Window 0.30 0.31 Door 0.17 Cooling'Heating & Heating System: . Cooling System- Water Heater: Name: Dater Comments VED ASNOTED DATE: B.P:" 7 Z RETAIN STO RM WATER RUNOFF ,FEE: D BY: PURSUANT TO CHAPTER 236 NOTIFY•, :BUILDING DEPARWFAT . OF THE TOWN CODE. 765= 0t 8'AM TO 4PM FOR THE!' #OLLOWING INSPECTIONS: . T`,FOUNDATION TWO REQUIRED _FOR POURED CONCRETE 2.•`ROUGH .FRAMING & PLUMBING 3. INSULATION 4. FINAL CONSTRUCTION MUST BE COMPLETE FOR C.O. NG REQUIRE® ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF seffm7owrRuffEARD S s AI V e nrn OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY V� HAEG CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA HAEG RESID-EN- CE TABLE R301.2(I) RESIDENCE GROW WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AR MEAT 95 APPLE COURT, SOUTHOLD, N.Y. 11971 _ _ 95 APPLE COURT , SNOW DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL LOAD SPEED(MPH) TOPOGRAPHIC SPECIAL WIND WDdD-BORNE CATEGORY WEATHERING FROST LIIJE TERM ,I,EMP REQD HAZARDS INDEXTEMP TOWN OF SOUTHOLD PLANS ARE IN COMPLIANCE WITH THE 2015 IRC SOUTHOLD N.Y. 11971 EFFECTS REGION DEBRIS ZONE DEPTH MOD TO 2ND PRINTING AS ADOPTED & AMENDED BY NYS SECTION: 69 20 130 NO ND NO B SEVERE BOF 3 FT BFG HEAVY SEE BELOW YES N/A 599 51 2015 INTERNATIONAL RESIDENTIAL CODE GENERAL NOTES AND THE 2016 NYS SUPPLEMENT, BLOCK: 3 LOT: 18 GENERAL NOTES --- ---- - - ---- -- ----� 1.THE ARCHITECT SHALL NOT RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CHAPTER 9: ROOF ASSEMBLIES CONTRACTOR ANY SUB-CONTRACTORS NOR SHALL HE GUARANTEE THE PERFORMANCE CHAPTER 1: SCOPE&APPLICATION CHAPTER 3: BUILDING PLANNING MIN.UNIFORMLY DISTRIBUTED LIVE LOADS LUMBER SPECIFICATIONS OF THEIR CONTRACTS.THE OBLIGATION OF THE CONTRACTOR SHALL NOT EXTEND TO ZONING INFORMATION TAB E4POUN'DS 15 RCDITOT)ON NEW FRONT PORCH THE LIABILITY OF THE ARCHITECT,HIS AGENTS OR EMPLOYEES. SECTION R101:GENERAL SECTION R318:PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION R904:MATERIALS WALL DOUGLAS FIR I R101.1 TITLE: THESE PROVISIONS SHALL BE KNOWN AS THE RESIDENTIAL CODE FOR ONE R318.1 SUBTERRANEAN TERMITE CONTROL METHODS: IN AREAS MATERIAL SPECS.: ROOF COVERING MATERIALS SHALL CONFIRM TO 'DIE USE LIVE LOAD #2 OR STUD GRADE AREAS SUBJECT TO DAMAGE TOWN OF.S OUTHOLD STUDS 2.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR,NOR HAS CONTROL OR CHARGE OF AND TWO-FAMILY DWELLINGS AND SHALL BE CITED AS SUCH AND WILL BE REFERRED FROM TERMITES AS INDICATED BY TABLE R301.2(1)METHODS OF PROTECTION SHALL BE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. LUMBER @ 16„OC OF CONSTRUCTION MEANS,SEQUENCES,Olt PROCEDURES,OR FOR SAFETY PRECAUTIONS TO HEREIN AS'THE CODE", ONE,OR A COMBINATION,OF THE FOLLOWING METHODS: UNINHABITABLE ATTICS W/O STORAGE 10 &PROGRAMS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING& SECTION R905:REQUIREMENTS FOR ROOF COVERINGS UNINHABITABLE ATTICS W/LIMITED STORAGE 40 FLOOR DOUGLAS FIR 1.CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, SECTION R102:APPLICABILITY 2.TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE R905.1 ROOF COVERING APPLICATION: SEE TABLE R301.2(1) ZONE:AHD REQUIRED PROVIDED JOISTS #2 OR BETTER ENGINEER: COLLAPSE DISTORTION&MISALIGNMENT ACCORDING TO APPLICABLE CODES. R102.1 GENERAL: WHERE THERE IS A CONFLICT BETWEEN A GEi ERAL REQUIREMENT WITH THE LABEL LOT AREA 10,000 SQ.FT. 10,061 SQ.FT. HABITABLE ATTICS&ATTICS SERVED W/FIXED STAIRS 30 CEILING DOUGLAS FIR AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHXLL BE APPLICABLE, 3.PRESSURE PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH THE R905.1.1 UNDERLAYMENT: FRONT YARD 35 FT. 49 FT. BALCONIES(EXTERIOR)&DECKS 40 JOISTS #2 OR BETTER MICHAEL ANGLEONE PE LLC 3.THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE,PHYSICAL WHERE, IN ANY SPECIFIC, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT PROVISIONS OF SECTION R317.1 SEE TABLE R901.1.1(1)FOR TYPES REAR YARD 35 FT. 54 FT. (NO CHANGE) ROOF DOUGLAS FIR CONDITION DISCOVERED,AS WELL AS ANY EASEMENTS,ETC.,NOT INDICATED ON THE MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST 4.NATURALLY DURABLE TERMITE RESISTANT WOOD SEE TABLE R901.1.1(2)FOR APPLICATION FIRE ESCAPES 40 MICHAEL ANGELONE SURVEY OR PLAN.NO WORK SHALL PROCEED UNTIL SAME IS ADDRESSED AND RESTRICTIVE SHALL GOVERN. 5.PHYSICALLY BARRIERS IN ACCORDANCE WITH SECTION R3183 AND USED IN SEE TABLE R901.1,1(3)FOR ATTACHMENT 51 DE YARD (MIN) 15 FT. 10.5 FT. (NO CHANGE) GUARDS&HANDRAILS 200 RAFTER #1 OR BETTER 4 POND PLACE RESOLVED. LOCATIONS AS SPECIFIED IN SECTION R317.1 51 DE YARD (AGG) 25 FT. 33.33 FT. SECTIONR105:PERMITS 6.COLD FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R905.2 ASPHALT SHINGLES: THE INSTALLATION OF ASPHALT SHINGLES SHALL COMILY BUILDING HEIGHT 35 FT. +/-30 FT. (NO CHANGE) GUARD IN-FILL COMPONENTS 50 OYSTER BAY, N.Y. 11771 4.DISCREPANCIES,ERRORS,OMISSIONS,ETC.,IN ANY PORTION OF THE DRAWINGS WHICH R105.1 REQUIRED: ANY OWNER OR OWNER'S AUTHORIZED AGENT WHO INTENDS TO R603.2.1 WITH THE PROVISIONS OF THIS CODE, ARE AT VARIANCE WITH THE LAW ORDINANCES,RULES OR REGULATIONS,BEARING ON CONSTRUCT,ENLARGE,ALTER,REPAIR,MOVE,DEMOLISH OR CHANGE THE OCCUPANCY -- -- - - - --- ----- - PASSENGER VEHICLE GARAGES 50 TEL.:516.922.2024 THE CONDUCT OF THE WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. OF A BUILDING OR STRUCTURE, OR TO ERECT, INSTALL, ENLARGE, ALTER, REPAIR, R905.2.1 SHEATHING REQUIREMENTS:ASPHALT SHINGLES SHALL BE FASTENED TO SOLICLY ROOMS OTHER THAN SLEEPING ROOMS 40 FAX: 516.453.6002 REMOVE,CONVERT OR REPLACE ANY ELECTRICAL,GAS,MECHANICAL OR PLUMBING CHAPTER 4: FOUNDATIONS SHEATHEDDECKS. FLOOR AREA 5.ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE SYSTEM,THE INSTALLATION OF WHICH IS REGULATED BY THIS CODE,OR TO CAUSE ANY SLEEPING ROOMS 30 ARCHITECT IN WRITING FOR APPROVAL. SUCH WORK TO BE PERFORMED,SHALL FIRST MAKE APPLICAT11B TO THE BUILDING R905.2.2 SLOPE: ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO UWSBREAKDOWN OFFICIAL AND OBTAIN THE REQUIRED PERMIT, SECTION R401:GENERAL SEE TABLE R301.2(1) VERTICAL IN 12 UNITS HORIZONTAL(2:12)OR GREATER.FOR ROOFS(2:12 -(4:12,DOUBLE STAIRS 40 ) ) Contractor must verify all measurements ' CONTRACTORS UNDERLAYMENTISREQUIRED. 1st FLOOR SECTION R108:FEES and conditions prior to beginning any RI OS.1 PAYMENT OF FEES:A PERMIT SHALL NOT BE VALID UNTIL TIIE FEES PRESCRIBED ACCOR401.2MMODATING REQUIREMENTS:FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF R9052.5 FASTENERS: FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, EX 15TI NG 873 S.F. RESPONSIBILITIES ACCOMMODATING ALL LOADS. (SEE TABLE401,4.1) work. Report all discrepancies to the BY LAW HAVE BEEN PAID,NOR SHALL AN AMENDMENT TO A PERMIT BE RELEASED STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS. P p PROPOSED 873 S.F. MIN.ROOF LIVE LOADS IN POUNDS-FORCE PER UNTIL THE ADDITIONAL FEE,IF ANY,HAS BEEN PAID. SECTION R402:MATERIALS SQUARE FOOT OF HORIZONTAL IROJECTION Architect in writing. Plans subject to R402.2 CONCRETE:CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE R91)5.2.6 ATTACHMENT: ASPHALT SHINGLES SHALL HAVE THE MIN.NUMBER OF FASTENERS TABLE R301.6 20151RC EDITDN 1.THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB-CONTRACTORS&OTHER SECTION R109:INSPECTIONS REQUIRED BY THE MANUFACTURER,BUT NOT LESS THAN 4 FASTENERS PER STRIP SHINGLE approval b all governmental agencies STRENGTH OF f c. (SEE TABLE 402.2) 2nd FLOOR PP Y g g CONTRACTS&SHALL PROVIDE EVERY POSSIBLE COOPERATIVE EFFORT TO COORDINATE R109.1 TYPES OF INSPECTIONS:FOR ON-SITE CONSTRUCTION,FROM TIME TO TIME THE OR 2 PER INI)IVIDUAL SHINGLE. ROOF SLOPE TRIBUTARY LOADED AREA IN SQUARE COMPLETION OF ALL WORK.THE GENERAL CONTRACTOR SHALL COMPLETE BUILDING OFFICIAL,UPON NOTIFICATION FROM THE PERMIT HOLDER OF HIS AGENT, EXISTING 873 S.F. having jurisdiction. The Architect has not COMPREHENSIVE SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS&SHALL SECTION R403:FOOTINGS FEET FOR ANY STRUCTURAL MEMBER SHALL MAKE OR CAUSE TO BE MADE ANY NECESSARY INSPECTIONS AND SHALL EITHER R403.1.1 MINIMUM SIZE:THE MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS R905.2.8 FLASHING:FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. PROPOSED 873 S.F. 0 FO 200 201 TO 600 OVER 600 been retained for an field su ervision SUBMIT THE SAME TO THE OWNER IN AN ACCEPTABLE FORMAT FOR REVIEW APPROVE THAT PORTION OF THE CONSTRUCTION AS COMPLETED OR SHALL NOTIFY THE (SEE PLAN FOR VALLEY FLASHING WHEN APPLICABLE) Y p SHALL BE IN ACCORDANCE WITH TABLES R403.1(1)-R403.1(3).(SEE TABLES) WELL IN ADVANCE OF WORK COMMENCEMENT. PERMIT HOLDER OR HIS OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS FLAT OR RISE LESS TITAN 20 16 12 or inspection. His responsibility is limited CODE. SECTION R906:ROOF INSULATION 4 INCHES PER FOOT 13 2,THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER SECTION NCR FOUNDATION AND RETAINING WALLS SHED ( ) (SEE PLANS AND IECC REPORT FOR REQUIRED INSULATION VALUES) to the accuracy of the plan. The Architect R404.1 CONCRETE AND MASONRY FOUNDATION WALLS:THE CONCRETE FOUNDATIONS Y TO MINIMIZE INTERRUPTIONS TO NORMAL OWNER OPERATIONS. SECTION 11110:CERTIFICATE OF OCCUPANCY EXISTING 170 S.F. WALLS ARE DESIGNED AS PER SECTIONS R404.1.3&R404.12.(SEE PLANS) - RISE 4 INCHES PER FOOT(1:3)TO is further not-responsible onsible for an damage R110.1 USE AND OCCUPANCY: A BUILDING OR STRUCTURE SHALT,NOT BE USED OR PROPOSED 170 S.F. LESS THAN 12 INCHES PER FOOT(1:1) 16 14 12 P Y g 3.EACH CONTRACTOR SHALL BE RESPONSD3LE FOR CUTTING,FITTING&PATCHING OF OCCUPIED,ANI)A CHANGE IN THE EXISTING USE OR OCCUPANCY C,.ASSIFICATION OF A SECTION R405:FOUNDATION DRAINAGE arising out of the contractor's failure to HIS WORK THAT MAY BE REQUIRED TO COMPLETE THE WORK OF HIS CONTRACT, BUILDING OR STRUCTURE OR PORTION THEREOF SHALL NOT BE MADE, UNTIL THE R405.1 CONCRETE OR MASONRY FOUNDATIONS:DRAINS SHALL BE PROVIDED AROUND BUILDING OFFICIAL HAS ISSUANCE OF A CERTIFICATE OF OCCUPANCY THEREFOR AS CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE R/O FRONT PORCH RISE 12 INCHES PER FOOT(1:1)AND 12 12 12 execute the work exactly as shown on the 4.THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OWNER OF THE PROVIDED HEREIN. GREATER VARIOUS ITEMS SET FORTH SO AS TO ALLOW REASONABLE&ADEQUAT?TIME FOR OR USABLE SPACES LOCATED BELOW GRADE.(SEE PLANS) PROPOSED 160 S.F. ____ ____________- _ approved drawing(s). REVIEW,POSSIBLE CORRECTION,POSSIBLE RE-SUBMISSION&FOR APPROVAL OF - -- - -- SUBMISSIONS WITHOUT DELAYING THE PROGRESS OF THE PROJECT, - - SECTION R406:FOUNDATION WATERPROOFING AND FOUNDATION DAOOFING FOR SL•1 SQUARE FOOT=0.0929 M,Z I POUND PER SQUARE FOOT�.0179 kPa,I INCH PER FOOT=83.3 MM/M CHAPTER 2:DEFINITIONS SECTION R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING:DAMPPROOFING 5.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E.CONTRACTOR'S LIABILITY, OR WATERPROOFING SHALL BE APPLIED TO EXTERIOR FOUNDATION WALLS.(SEE PLANS). n WORKMANS COMPENSATION,COMPLETED OPERATIONS,ETC.ADEQUATE FOR THE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH SECTION R202 TOTAL FLOOR AREA 2,076 S.F. r Q SECTION R401:COLUMNS ALLOWABLE DEFLECTION OF STRUCTURAL MEM11- S PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO COMMENCING WITH TABLE R301.7 2015IRC EDITION • WORK ---------------- - ----- SECTION R407.1 WOOD COLUMN PROTECTION:WOOD COLUMNS SHALL BE PROTECTED - -- ---- AGAINST DECAY.(SEE SECTION R317) u G STRUCTURAL MEMBER DEFLECTION CONTRACTOR TO FAMILIARIZE HIMSELF RTTH ALL CONDITIONS AT THE SITE RELATIVE � ALLOWABLE 1� 6.BEFORE SUBMITTING ANY PROPOSAL,IT SHALL BE THE RESPONSIBILITY OF THE CHAPTER 3: BUILDING PLANNING SECTION R407.2. STEEL COLUMN PROTECTION:ALL SURFACES OF STEEL SHALL BE GIVEN A 6� 5O RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ L/180 C o � + , TO EXISTING CONDITIONS,MATERIALS TO BE MATCHED,WORKING SPACE AVAILABLE, SECTION R301:DESIGN CRITERIA SHOP COAT OF RUST-INHIBITIVE PAINT. FINISHED CLG.NOT ATTACHED TO RAFTERS SAFETY PRECAUTIONS,ETC.REQUIRED FOR THE SAFE AND EXPEDITIOUS EXECUTION OF 11301.2.3:SNOW LOADS:(SEE TABLE R301.2(1)) , 3• N 35° 43 �� SECTION R401.3. STRUCTURAL REQUIREMENTS:WOOD COLUMNS SHALL BE NOT LESS IN `�` SO INTERIOR WALLS&PARTITIONS III180 THIS CONTRACT.FAILURE TO DO SO WILL NOT BE CAUSE FOR EXTRA COST TO THE OWNER OR OWNER'S REPRESENTATIVES. NOMINAL SIZE THAN 4"A".STEEL COLUMNS SHALL BE NOT LESS THAN 3"0,SCHEDULE 40 FLOORS L/360 � R301.4 DEAD LOAD:THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE PIPE UNLESS NOTED OTHERWISE. USED FOR DETERMINING DEAD LOAD W/CONSIDERATION FOR THE DEAD LOAD OF FIXED Z - CEILINGS W/BRITTLE FINISHES(INCH),PLASTER L/360 `-= 7.ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING SERVICE EQUIPMENT. -- (n &STUCCO) SEAL: APPROVALS FOR THEIR WORK WHICH MAYBE REQUIRED AND PROVIDE ALL EQUIPMENT, _ TOOLS,FENCES,TRANSPORTATION'S,SAFEGUARDS,ETC,AS REQUIRED FOR THE PROPER R301.5 LIVE LOAD: THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS CHAPTER 5: FLOORS CEILINGS W/FLEXIBLE FINISHES(INC'LD. L/240 EXECUTION OF THEIR WORK. PROVIDED IN TABLE R301.5 GYPSUM BOARD) AL RIGHTS RESERVED G NOT LINGS S.EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE COVERAGE R301.6 ROOF LOAD:THE ROOF SHALL BE DESIGNED FOR THE LIVE LOAD INDICATED IN SECTION R501:GENERAL ALL OTHER STRUCTURAL MEMBERS L/240 All drawings, specifications, and copies R501.2 REQUIREMENTS:FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING O g P P s (WORKMANS COMPENSATION,LIABILITY,DISABILITY)TO THE OWNER PRIOR TO TABLE R301.6 OR THE SNOW LOAD INDICATED IN TABLE R301.2(1)WHICHEVER IS GREATER ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF TRANSMITTING THE RESULTING N ' EXTERIOR WALLS-WIND LOADS W/PLASTER OR M60 thereof furnished b the Architect and his COMMENCING WORK.EACH CONTRACTOR SHALL SUBMIT LIEN RELEASES PRIOR TO Vl �t STUCCO FINISHES Y REQUESTING FINAL PAYMENT. R301.7 DEFLECTION:THE ALLOWABLE DEFLECTION OF ANY STRUCRRAL MEMBER UNDER LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. [XIST G Consultants are and shall remain their THE LIVE LOAD LISTED IN SECTIONS R301.5 AND R301.6 OR WIND LOADS DETERMINED BY SECTION R502:WOOD FLOOR FRAMING S EXTERIOR WALLS-WIND LOADS W/OTHER 9.IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF ` SHE HI240 property. They are not to be used on this or BRITTLE FINISHES EQUAL OR UNLESS SPECIFICALLY CALLED SECTION R301.2.1 SHALL NOT EXCEED THE VALUES IN TABLE R301.7 R502.1 GENERAL: (PROJECT IS DESIGNED IN ACCORDANCE WITH 2O15 WFCM) any other project unless written permission is MATERIALS BY SPECIFIC BRAND WHETHER EXTERIOR WALLS-WIND LOADS WI FLEXIBLE FINISHES H/120 OUT.WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS ARE TO PROVIDE SAMPLES SECTION R312:GUARDS AND WINDOW FALL PROTECTION +�4,_''''// given by the Architect and his Consultants. FOR APPROVAL. R312.1.2 HEIGHTS:REQUIRED GUARDS AT OPEN SIDED WALKING S JRFACES,INCLUDING SECTION R503:FLOOR SHEATHING �2 LINTELS SUPPORTING MASONRY VENEER WALLS LI600 STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THSN 36 INCHES HEIGHT R503.1 LUMBER SHEATHING:(PROJECT IS DESIGNED IN ACCORDANCE WITH 2O15 WFCM) THIS PLOT PLAN&IS SUBJECT 10.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE TO VERIFICATION BY A ©COPYRIGHT 2018 DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS CONNECTING THE LEADING EDGES OF THE TREADS. _ _ _ _ _ LICENSED SURVEYOR. WET CHAPTER 8: ROOF-CEILING CONSTRUCTION �'-6" PRESUMPTIVE LOAD BEARING VALUES R312.13 OPENING LIMITATIONS:REQUIRED GUARDS SHALL NOT HAVF OPENINGS FROM THE OF FOUNDATION MATERIALS 11.ALL NEW INSTALLATIONS SHALL BE IN ACCORDANCE WITH MFG.LATEST PRINTED WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE TABLE R401.4.1 20151RC EDITION SPECIFICATIONS&WITH CODE COMPLIANCE.THE CONTRACTOR WILL NEED TO RECEIVE 4INCHES IN DIAMETER SECTION EQ1:GENERAL EXISTING TWO STORY APPROVAL OF ANY OTHER STATED MATERIALS FOR THE PROJECT. SECTION R317:PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AiAINST DECAY R801.2ACCOMMODATING REQUIREMENTS: ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF FRAMED DWELLING CLASS OF MATERIAL DAD BEARING PRESSURE R317.1 LOCATION REQUIRED:PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF (LBS PER SQ.FT.) 12.ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER&ALL MECHANICS DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE OF NATURALLY TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. 7" D Ff"?q�v L2 SHALL BE SKILLED IN THEIR TRADE. DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA CRYSTALLINE BEDROCK 12,000 D SECTION R802:WOOD ROOF FRAMING �'-6" Ul FOR THE SPECIES PRODUCT,PRESERVATIVE AND END USE.PREc!RVATIVES SHALL BE �2-10" SEDIMENTARY AND FOLIATED ROCK 4,000 13.AT THE COMPLETION OF WORK,THE SITE IS TO BE CLEARED OF ALL DEBRIS AND LISTED IN SECTION 4 OF AWPA Ul. R802.1 GENERAL: (PROJECT IS DESIGNED IN ACCORDANCE WITH 2O15 WFCM) V A,R 2 7 2018 EXCESS MATERIALS.THE FACILITY IS TO 13E LEFT BROOM CLEAN AND WORK IS TO BE 1.WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL]LOOR WHEN CLOSER SANDY GRAVEL AND/OR GRAVEL(GW AND GP) 3,000 No. Date Remark COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL THAN 18 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 121ICHES TO THE SECTION R803:ROOF SHEATHING PROPOSED R/O FRONT PORCH "VISIONS PAYMENT, EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AL EA LOCATED WITHIN (PROJECT IS DESIGNED IN ACCORDANCE WITH 2O15 WFCM) SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL 2,000 3'rT. ..' ;:�'. .� " '• THE PERIPHERY OF THE BUILDING FOUNDATION z AND CLAYEY GRAVEL(SW,SP,SM,SC,GM AND GC) TOWN OF SOUTHOLD Title: 2.WOOD FRAMING MEMBERS THAT REST ON CONCRETE 0`r:MASONRY EXTERIOR SECTION R806:ROOF VENTILATION CODE COMPLIANCE FOUNDATION WALLS AND ARE LESS THAN 8INCHES FROM TIE EXPOSED GROUND R806.1 VENTILATION REQUIRED: ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES to CLAY,SANDY,SILTY CLAY,CLAYEY SILT,SILT AND 1,500 3.WOOD SIDING,SHEATHING AND WALL FRAMING ON THE E?I'ERIOR OF A FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS Z � U 1 X SAND SILTCLAY(CL ML,MH AND CH) GENERAL _ BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES E".OM THE GROUND OR SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS _ _ ------ -- - --- - -- ------ - 1.ALL CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY&ALL APPLICABLE NYS LESS THAN 2 INCHES MEASURED VERTICALLY FROM CONCH I STEPS,PORCH PROTECTED AGAINST ENTRANCE OF RAIN OR SNOW.VENTILATION OPENINGS SHALL HAVE BUILDING CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES.THESE SLABS,PATIO SLABS AND SIMILAR HORIZONTAL SURFACES r"POSED TO THE A LEAST DIMENSION OF 16"MIN.AND MAX - -- - CODE DETAILS RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS,EQUIPMENT, WEATHER U1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE APPLICATIONS/INSTALLATIONS,THE PROPER SEQUENCE OF TRADES&PHASES OF 4.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE I:'',KABLE FLOORS OR R806.2 MINIMUM VENT AREA: THE MINIMUM NET FREE VENTILATION AREA SHALL BE OF IU MINIMUM SPECIFIED COMPRESSIVE STRENGTH a(f c) AND NOTES CONSTRUCTION,FILING PROCEDURES,&GENERAL ACCEPTABLE BUILDING PRACTICES ROOFS THAT ARE EXPOSED TO THE WEATHER SUCH AS CONCRETE OR MASONRY THE AREA OF THE VENTED SPACE. OUTLINED BY THESE CODES.THESE REQUIREMENTS SHALL PERTAIN TOTHE PROPERTY SLABS,UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS B'!AN IMPERVIOUS WEATHERING POTENTIAL b ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THATMAY BE MOISTURE BARRIER 0� TYPE OF LOCATIONS OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE AFFECTED BY ITS ALTERATION.BE IT KNOWN THAT ALL NOTES&SPECIFICATIONS 5.WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBEIS ATTACHED BASEMENT WALLS,FOUNDATIONS&OTHER CONCRETE NOT EXPCSED TO THE 2,500 2,500 2,500, Drawn by: TC Checked by: NIAA SHOWN HEREIN,WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES,ARE DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS A CONCRETE WALLS WEATHER Date: 03/03/18 Scale: As Noted RECOMMENDATIONS OF THIS OFFICE&ARE SUBJECT TO CHANGE AS PEI ANY BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BASEMENT SLABS&INTERIOR SLABS ON GRADE,EXCEPT GARAGI FLOOR 2,500 2,500 2,500 Job No.: 18101 GOVERNING AGENCIES&REPRESENTATIVES THEREOF,ANY DISCREPANCIES WHICH MAY BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMIN 1 MEMBERS R=225.00 L=5 6.09 SLABS ARISE BETWEEN THESE DRAWINGS&SAID REQUIREMENTS SHALL BE BROUGHT TO THE BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS&OTHER VERTICAL 2,500 3,000 a 3,000 a ARCHITECTS ATTENTION BEFORE THE COMMENCEMENT OF THE WORK IN QUESTION. R3173.1.FASTENERS FOR PRESERVATIVE-TREATED WOOD:FASTENERS,INCLUDING NUTS CONCRETE WORK EXPOSED TO THE WEATHER Drawing No. AND WASHERS,FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED,ZINC 2,EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF TEE COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER.COATING � PORCHES,CARPORT SLABS&STEPS EXPOSED TO THE WEATHER,A GARAGE FLOOR 2,500 3,000 d e _T__3,5004, INTERNATIONAL RESIDENTIAL CODE,FIRE,ENERGY CONSERVATION,PLUMBING, TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD APPLE COURT SLABS MECHANICAL,NFPA 70,O.S.H.A,&ALL OF THE LOCAL GOVERNMENTAL AGENCIES SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS, FOR SL 1 POUND PER SQUARE INCH=6.895 kPa HAVING JURISDICTION,INSOFAR AS APPLICABLE TO HIS PORTION OF THE WORK. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS,A MK4UM OF ASTM A 653 a.b. SEE TABLE R3 AT 28 DAYS pp�si. 01.2(1)FOR WEATHERING POTENTIAL. TYPE G18S ZINC COATED GALVANIZED STEEL,EQUIVALENT,SHALL DE USED. _ c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN EXECUTION OF3.NO NOTE OR DALL WORK INETAIL LACCORDANCE WITH ALL BE CONSTRUED AS TATE&LOCAL CODES,G THE FROM AN SITE E f L A ACCORDANCE WITH FOOTNOTE d d, CONCRETE SHALL BE AIR-ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE 50ALE: 1" = 20'-0" THAN 7 PERCENT. - - e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. H A G 2015 INTERNATIONAL RESIDENTIAL CHARTS & TABLES RESIDENCE 95 APPLE COURT UNDERLAYMENT TYPES -- SOUTHOLD, N.Y. 11971 TABLE R905.1.(1)20151RC EDMON FASTENER SCHEDULE FOR STRUCTURAL MEMBERS RAFTER AND/OR CEILING JOIST TO TOP PLATE LETERAL&SHEAR CONNECTION REQUIREMENTS. ROOF COVERING SECTION MAXIMUM ULTIMATEDESIGN MAXIMUM ULTIMATE DESIGN TABLE-3.1WFCM 2015 EDITION (TABLE 3.4A 2015WFCM EDITION) SECTION: 69 WAID SPEED,V A<140MPH WAND SPEED,V ult > 140MPH JOINT DESCRIPTION #OF NAILS #BOX NAH,S NAIL SPACING BLOCK: 3 ASPHALT SHINGLES R905.2 ASTM D 226 TYPE I ASTM D 226 TYPE H ROOF FRAMING 700-YR/WIND SPEED 120 130 140 ASTM D 4869 TYPE 1,II91 or IV ASTM D 4869 TYPE IV 3 SECOND GUST(MPH) LOT: 18 ASTM D 6757 ASTM D 6757 RAFTER TO TOP PLATE(TOE-NAILED) 3-8d 3-I0d PER RAFTER RAFTER/CLG.JOIST WALL HT. NUMB?OF 8d COMMON NAILS OR 10d(TOENAILED) 1 3 a CEILING JOIST TO TOP PLATE(TOE•NAILED) 3.8d 3-I0d PER JOIST SPACING(IN.) (FT.) REQ'D.IN EA.RiFTER AND/OR CLG.JOIST TO TOP PLATE CONNECTION CEILING JOIST TO PARALELL RAFTER(FACE-NAILED) VARIES-16d VARIES4d EACH LAP 12 8 2 2 3 UNDERLAYMENT APPLICATIONS CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) VARIES-16d VARIES4d EACH LAP 10 2 2 3 NEW FRONT PORCH TABLE R905.1.(1)2015IRC EDITION COLLAR TIE TO RAFTER(FACEAAILED) VARIES-10d VARIES-12d PER TIE 8 2 2 3 ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN 16 10 2 2 3 WAID SPEED,V ult > 140MPH BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 SAME AS MAX ULTIMATE DESIGN WAID SPEED, RIM BOARD TO RAFTER(END-NAILED) 2-16d 3.16d EACH END 24 8 2 2 3 UNITS HORIZONTAL(2:12),UP TO FOUR UNITS Vult< 140 mph EXCEPT ALL LAPS SHALL BE NOT 10 2 2 3 ENGINEER: VERTICAL IN 12 UNITS HORIZONTAL(4:12), LESS THAN 4 INCHES. WALL FRAMING 1)PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 MICHAEL ANGLEONE PE LLC UNDERLAYMENT SHALL 3E TWO LAYERS APPLIED TOP PLATE TO TOP PLATE(FACE-NAILED) 2.16d 2-16d PER FOOT 2)WHEN CLG.JOISTS ARE INSTALLED PARALLEL TO RAFTERS,IHE SUM OF THE TOENAILS IN THE RAFTER& MICHAEL ANGELONE IN THE FOLLOWING MANNER:APPLY A 19 INCH CLG.JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQD. STRIP OF UNDERLAYMENr FELT PARALLEL TO AND TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4.16d 5-16d JOINTS-EACH SIDE 3)TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE NSTALLED IN EACH SIDE OF A RAFTER OR CLG. 4 POND PLACE STARTING AT THE EAVES STARTING AT THE EAVE JOIST WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE APPLY 36 INCH WIDE SHEETS OF UNDERLAYMENT, STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. 4)WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10"THEY SIULL BE ADJUSTED AS FOLLOWS: OYSTER BAY, N.Y. 11771 OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES DISTORTIONS IN THE UNDERLAYMENT SHALL NOT WALL HT. T 10' TEL.:$16.922.2024 INTERFERE W/THE ABILITY OF THE SHINGLES TO TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2.16d 240d PER 2x4 STUD TOP PLATE TO ADJUSTMENT FACTOR ASPHALT SHINGLES R905.2 SEAL. 2-16d 2�40d PER 2x6 STUD FAX: $16.4$3.6002 2-16d 240d PER2x8 STUD RIDGE HT(FT) FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN THE HOT.PLATE TO FLR,JOIST,BAND JOIST,END JOIST 10, 1.00 1.00 12 UNITS HORIZONTAL(4:12)OR GREATER, OR BLOCKING ACE-NAILED 2-16d 2-16d PER FOOT 15, 1.15 1.25 Contractor must verify all measurements UNDERLAYMENT SHALL BE ONE LATER APPLIED IN FLOOR FRAMING 20' 1.40 1.50 THE FOLLOWING MANNER:UNDERLAYM,ENT and conditions prior to beginning any SHALL BE APPLIED SHINGLE GASHION,PARALLEL JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST TO AND STARTING FROM THE EAVE AND LAPPED 2 work. Report all discrepancies t0 the INCHES,DISTORTIONS NI THE UNDERLAYMENT BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-lOd EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Architect in writing. Planssubjectect to SHALL NOT INTERFERE WITH THE ABILITY OF THE BLOCKING TO JOIST(TOE NAILED) 2-8d 2-10d EACH END TABLE 3.10 A 15 EDITION g 1 SHINGLES TO SEAL.END LAPS SHALL BE 4 INCHES FASTEST.MILE WAID SPEED(MPH) approval by all governmental agencies AND SHALL BE OFFSET BY 6 FEET. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK - 120 1 130 1 140 having jurisdiction. The Architect has not LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST STRUCTURAL SHEATHING JOIST ON LEDGER TO BEAM(TOE-NAILED) 3.8d 3-10d PER JOIST E F E F E F been retained for any field supervision SHEATHING LOCATION RAFTER/TRUSS SPACING MAX.NAIL SPACING FOR 8d COMMON or inspection. His responsibility is limited BAND JOIST TO JOIST RaNAILED) 3-16d 4-16d PER JOIST (INCITES,O.C.) NAILS(INCHES,O.C.) BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3.16d PER FOOT 4'PERIMETER EDGE ZONE 12 6 12 6 12 6 12 to the accuracy of the plan. The Architect ROOF SHEATHING 16 6 12 6 6 6 6 is further not responsible for any damage 19.2 6 6 6 6 6 6 STRUCTURAL PANELS 12"O.C. 24 6 6 6 6 6 6 arising out of the contractor's failure to ° ° 8d 10d 6"O.C.ON EDGE INTERIOR ZONE 12 6 12 6 12 6 12 execute the work exactly as shown on the 6"O.C.ON GABLE RAKE Y DIAGONAL BOARD SHEATHING 16 6 12 6 12 6 12 � ( '• lxb OR lx8 2-8d 2•lOd PER SUPPORT 19.2 6 12 1 6 12 6 12 approved drawing(s). • 24 6 12 6 12 6 6 • ,. , . 1x10 OR WIDER 3-8d 3 lOd PER SUPPORT GABLE ENDWALL RAKE&RAKE TRUSS CEILING SHEATHING 6 6 6 6 Simpson Strong-Tie BOARD SHEATHING f • AC4 GYPSUM WALLBOARD 5d 5d 7"EDGE 110"FIELD SHEATHING SIZE RAFTER/TRUS�SPACING MIN.NUMBER OF 8d COMMON NAILS SIMPSON STRONG-TIE COOLERS COOLERS CHE> O.C. PER SUPPORT ADJUSTABLE do STANDOFF POST SIMPSON STRONG-TIE WALL SHEATHING Ix6 OR 1x8 SHEATHING 12-19.2 2 2 1 2 BASE POST CAP 6"O.C.EDGE IXIO OR LARGER SHEATHING 11.19.2 3 3 3 (ABA44) AT EA. POST ANCHORED TO (AC) STRUCTURAL PANELS 8d 10d 12"0 C CONCRETE INSTALLED @ALL POSTS FIBERBOARD PANELS IIGAGALV.ROOFING NAQ • Q , 1/2" (0.120"xMT LONG x�READ) _ 3"EDGE16"FIELD 25/32" l IGA GALV.ROOFING NAIL _ 3"EDGE/6"FIELD (0.@0"xl•314"LONG x}"HEAD) GYPSUM WALLBOARD 5d 5d COOLERS COOLERS 7"EDGE 110"FIELD j HARDBOARD 8d 8d 12"O.C. SEAL: PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) RAFDIAGONAL BOARD SHEATHING DO NOT SCALE DRAWINGS TER Ix6 OR 1x8 2 8d Z-lOd PER SUPPORT ALL RIGHTS RESERVED 1 x10 OR WIDER 3.8d 3-10d PER SUPPORT FLOOR SHEATHING All drawings, specifications, and copies 1 thereof furnished by the Architect and his WOOD BEAM(SEE PLAN FOR SIZE) STRUCTURAL PANELS Consultants are and shall remain their 1"OR LESS 8d 10d 6"EDGE 112"FIELD property. They are not°°NGREATER THAN I" 10d 16d 6"EDGE/12"FIELD any other project unless twritt wo be ritten ed on this or °o permission is DIAGONAL BOARD SHEATHING given by the Architect and his Consultants. ° lx6 OR N8 2-8d 2•10d PER SUPPORT 1x10 OR WIDER 3.8d 3.10d PER SUPPORT -- -- - —-- --- - - - --- ---------- ©COPYRIGHT 2018 _ SIMPSON STRONG TIE-H2.5 (SEE CONNECTION DETAILS ON LAST SHEET) RAFTER TIE TO ]PORCH BEAM No. Date Remark N.T.S. REVISIONS Title: GENERAL TOP RAN. CODE DETAILS BALUSTERS SPACED SO AND NOTES I THAT A 4"SPHERE MAY 1� NOTPASS THROUGH BOTTOM RAIL �6 Drawn by: TC Checked by: MAA �Gd Date: 03/03/18 Scale: As Noted WOOD DECKING Job No.: 18101 IOke r OR FLASHED FLOOR Drawing No. DECK JOIST \ (SEE PLANS) GUARDRAILMANDRAIL DETAIL_ N.T.S. HAEG RESIDENCE - \-- ------- ---- -- --- — '�� 95 APPLE COURT SOUTHOLD, N.Y. 11971 I SECTION: 69 TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: ROOF SHINGLES ROOF SHINGLES ROOF SHINGLES BLOCK: 3 15 # BLDG. FELT 15 # BLDG. FELT 15 # BLDG. FELT Y2" GDX PLYWOOD SHEATHING Y2" GDX PLYWOOD 5HEATHIN6 _ Y2" GDX PLYWOOD SHEATHING LOT. 18 2"xa" R.R. (P 16" O.G. 2 xa R.R. © 16 O.G. __—:--- __.__: ......:_: _:_:___:__:-_— -..:__._ :: - 21xa" R.R. (P 16" O.G. --.._---...... _ ... .-----.. , EXIST 2 STORY - —-—-—-—-—-—-—- — - ------ --- -—-—-—-—-— ---- EXIST 2 STORY NEW FRONT PORCH DWELLING a" ROUND TAPPERED COLUMN DWELLING (N 0 T I N SCOPE JA ROUND TAPPERED COLUMN BY BY TRUNGRAFT OR EQUAL NGRAFT OR EQUAL TYP. 8" ROUND TAPPERED COLUMN BY (NOT IN SCOPE OF WORK TYP. 0 TRUNGRAFT OR EQUAL TYP. OF WORK HIGH RAILING SYS. 56" HIGH RAILING SYS. _ 56" HIGH RAILING SYS. 200# MIN. LATERAL LOAD # MIN. LATERAL LOAD S BALLASTER SPACING NOT TO -1 200# MIN. LATERAL LOAD LLASTER SPACING NOT TO c0 8 BALLASTER SPACING NOT TO ENGINEER: OW PASSAGE OF A 4" DIA. ALLOW PASSAGE OF A 4 DIA. ALLOW PA55AGE OF A 4" DIA. L AS PER 512.1.3 IRG 2015 BALL AS PER 512.1.5 IRG 2015lu -r g/," MAX TREAD HEIGHT BALL AS PER 312.1.3 IRG 2015 MICHAEL ANGLEONE PE LLC PER 311.f.5.1 IRG 2015 TYPICAL FLOOR CONSTRUCTION: lo^ MIN TREAD WIDTH PER j 311.1.5.2 IRG 2015 MICHAEL ANGELONE AZEK DECKING 2"xa" AGQ D._�_I6" O.C. _—_—_ _—_—_—_—_— —__ 4 POND PLACE OYSTER BAY, N.Y. 11771 o -- j AZEK/AGO LATTICE PANEL TEL.:516.922.2024 FAX: 516.453.6002 "1 a, MAX TREAD HEIGHT PER 511.7.5.1 IRG 2015 1 1 1 1 1 1 7 3/4" MAX TREAD HEIGHT PER 311.7.5.1 IRG 2015 1 10" MIN TREAD WIDTH PER 511.7.5.2 IRG 2015 1 1 1 1 1 ► 10" MIN TREAD WIDTH PER 311.7.5.2 IRG 2015 I I I I I I I I I I I I t_J J L J 20'-0" L J L �--� Contractor must verify all measurements COVERED PORN SIDE ELEVATION 3 COVERED P O R C 4 5101 ELEVATION and conditions prior to beginning any work. Report all discrepancies to the A-3 SGALE = 1/4" = 1'-0" PROVIDE TECO @ 2 COVE RED PORU FRONT ELEVATION A-3 SGALE = 1/4" = 1'-0" Architect in writing. Plans subject to EVERY RAFTER 2x10 LEDGER A-3 SGALE = 1/4" = 1'-0" approval by all governmental agencies having jurisdiction. The Architect has not been retained for any field supervision =' , or inspection. His responsibility is limited 2" D I�. STAINLESS STEEL to the accuracy of the plan. The Architect TYPICAL ROOF CONSTRUCTION: ROOF SHINGLES LAC BOLTS W is further not responsible for any damage /WASHERS TO EXIST 2 STORY . EXISTING HOUSE FRAME. DWELLING 15 # BLDG. FELT 2x8 G.J. @ 16" O.G. STAGGER T B @ 12" O.G. (NOT IN SCOPE arising out of the contractor's failure to %2" GDX PLYWOOD SHEATH I NG / "/ PROVIDE TECO @ NOTE: DO NOT OVER of WORK) - -- execute the work exactly as shown on the 2"xO" R.R. @ IC" O.G EVERY RAFTER = TIGHTEN BOLTS i; ,; EX15T.r" EX15T.DH �y I , approved drawing(s). 2x8 LEDGER I' I ' 0. all; I I I I Q O QI 1 11 0 = 11 1 � �iII ___ w ; I I Q DECKING TYP. ® a i I i �. . Z AZEK _1 1 NEW �x I i 1 8"ROUND TAPPERED COLUMN ,,*� ^ �,--��'- V 1 (� " _ 1J-- R.O. PORCH /� V "1 III BY TRUNGRAFT OR EQUAL V O 0 ;i I ; (�1 l0 Ni I i i TYP. VINYL BEAD BOARD ; 1 ; (2) 2x8 AGO " 2x8 AGC�DR O P = R EQUAL ------- RP------ " " 12" 12" Pc� ----------------- ----------------- �I%>1 0 12 12 AZEK TRIM OR EQUAL ---- f r SEAL: HEADER - SEE FLAN CONNECTION ER 5 DETAIL a LED } G DO NOT SCALE DRAWINGS W A-3 SGALE = 514'' = 1'-0" ALL RIGHTS RESERVED STRAP - LSTA 56 7 COVERED P O R G I4 PLAN All drawings, specifications, and copies OVER RAFTER thereof Q ish his A-3 SGALE = I/4" = I'-o" Consultants are and Architecty the and shall remain their I 8" ROUND TAPPERED property. They are not to be used on this or ' any other project unless written permission is COLUMN -' given b the Architect and his Consultants. BY TRUNGRAFT OR FOUAL EXIST ROOF y 1 TYP. + ABOVE(NOT IN SCOPE ©COPYRIGHT 2018 j I 4x4 AGQ POST OR OF WORK) --- ---- — EXIST I 5" S.W. STL. FIFE -- FOUNDATION 2x10 LEDGER LAGGED TO EX S-IUGTURE_..,.:.__ 1 (NOT IN SCOPE OF WORK) (2) 2x8 AGQ HDR TEGO i SEE PLAN 1 -. ... -o _ .---.-.------._.-::--:-..-= - - - - -- - --- -- _. TO FOST 81_Q1 r-= ____:___ - __- '_ w 0.'- — - — 2x8 AGQ LEDGER 5EE DETAIL FRO\/I DE TECO @ ' TEGO®CONNECTION TO LEDGER,TYP. _____-_-______________-__-_ :_-______�R________ EVERY RAFTER I- - . -= : _: ": == = -= _ Q Q AGQ LATTICE PANEL X # .--. " -- - -_.---.--- _..___. 56 WATER 8 ICE D 00 fl TYP. ® OVERHANGS � �- V- - --------==--------=_-_---____--=---=-=-----------_--� � - Q No. Date Remark 4x'4 AGQ POST REVISIONS AGQ D.J. @ 16" O.G. - SEE PLAN " S MPSON POST ANCHOR - } 6 C O V E R E D P O R C I� ROOF PLAN - 2�2x AGO DRP/" S A��t� �(2) 2x8 AGO D Title: GBQ-SD52 = 2x8 AGQ LEDGER T�� SEE DETAIL COVERED PORCH SEE DETAIL SGALE = I/4" = I'-O" 4 GONc.. SLAB GAP it CONCRETE PAD '� _ = _ PLANS, --- ELEVATIONS & d I I I I I I I a I I I I I I b�=q�� b�_3�: ( � 2 DETAILS 12" SONG TUBE FOOTING 8 ORGI� FOUNDATION PLAN Drawn by: TC Checked by: MAA III III — Date: 03/03/18 Scale: As Noted A-3 SGALE = 114" = 1'-0" Job No.: 18101 — IIIIId � AIIIII . I III Drawing No.III .� III— I ( d 4 DETAIL @ PORCN' COLUMN - A-3 SGALE = 3/4" = 1'-0" HAEG 3 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA tiAEG xES11Jtdh.. CE TABLE R301.2(1) RESIDENCE GROW WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN S APPLE COURT, SOUTHOLD, N.Y. 11971 _ _ 95 APPLE COURT SNOW TOPOGRAPHIC SPECIALWLND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD SPEED(MPH) CATEGORY WEATHERING TERMITE TEMP REQD HAZARDS TEMP TOWN OF SOUTHOLD ( PLANS ARE IN COMPLIANCE WITH THE 2015 IRC souTHOLD, N.Y. 11971 EFFECTS REGION DEBRIS ZONE DEPTH 7 MOD TO 2ND PRINTING AS ADOPTED & AMENDED BY NYS 1: EO 130 NO NO NO B SEVERE BOF 3 FT BFG HEAVY SEE BELOW YES N/A 599 S 1 - - SECTION: 69 2015 INTERNATIONAL RESIDENTIAL CODE GENERAL NOTES ! AND THE 2016 NYS SUPPLEMENT. BLOCK: 3 LOT: 18 GENERAL NOTES - - -- - -- - ---- - -- - - - ---- --- ---- - -- I 1. ARCHITECT SHALL NOT RESPONSIBLE FOR THE CONTRACTOR ANY SUB CONTRACTORS NOR SHALL HE GUARANTEE EIHE P RFORMANCE CHAPTER 9: ROOF ASSEMBLIES ! MIN.UNIFORMLY DISTRIBUTED LIVE LOADS CHAPTER 1. SCOPE&APPLICATION CHAPTER 3. BUILDING PLANNING OF THEIR CONTRACTS.THE OBLIGATION OF THE CONTRACTOR SHALL NOT EXTEND TO TABLE R OLIN 2o151Rc EDIr1ox LUMBER SPECIFICATIONS NEW FRONT PORCH & THE LIABILITY OF THE ARCHITECT,HIS AGENTS OR EMPLOYEES. SECTION R101:GENERAL I SECTION R318:PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION R904:MATERIALS ZONING INFORMATION (IN POUNDS PER FOOT) DOUGLAS FIR RIOLI TITLE: THESE PROVISIONS SHALL BE KNOWN AS THE RESIDENTIAL CODE FOR ONE ( R318.1 SUBTERRANEAN TERMITE CONTROL METHODS: IN AREAS SUBJECT TO DAMAGE ! R904.3 MATERIAL SPECS.: ROOF COVERING MATERIALS SHALL CONFIRM TO THE TOWN OF SOUTHOLD USE LIVE LOAD 5�s #2 OR STUD GRADE REAR ADDITION 2.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR,NOR HAS CONTROL OR CHARGE OF AND TWO-FAMILY DWELLINGS AND SHALL BE CITED AS SUCH AND WILL BE REFERRED FROM TERMITES AS INDICATED BY TABLE R301.2(1)METHODS OF PROTECTION SHALL BE APPLICABLE STANDARDS LISTED 1N THIS CHAPTER. LUMBER @ I6 OC OF CONSTRUCTION MEANS,SEQUENCES,OR(PROCEDURES,OR FOR SAFETY PRECAUTIONS TO HEREIN AS"THE CODE". ONE,OR A COMBINATION,OF THE FOLLOWING METHODS: UNINHABITABLE ATTICS W/O STORAGE 10 &PROGRAMS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING& SECTION R905:REQUIREMENTS FOR ROOF COVERINGS FLOOR DOUGLAS FIR 1.CHEMICAL TERMITTCIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2 UNINHABITABLE ATTICS W/LIMITED STORAGE 20 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, SECTION R102:APPLICABILITY 2.TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE R905.1 ROOF COVERING APPLICATION: SEE TABLE R341.2(1) ZONE:AHD REOU I RED PROVIDED JOISTS #2 OR BETTER COLLAPSE DISTORTION&MISALIGNMENT ACCORDING TO APPLICABLE CCDES. R102.1 GENERAL: WHERE THERE IS A CONFLICT BETWEEN A GLtiERAL REQUIREMENT WITH THE LABEL LOT AREA 10,000 SQ.FT. 10,061 SQ.FT. HABITABLE ATTICS&ATTICS SERVED W/FIXED STAIRS 30 CEILING DOUGLAS FIR ENGINEER: AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. I 3.PRESSURE PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH THE R905.1.1 UNDERLAYMENT: iFRONT YARD 35 FT. 35 FT. BALCONIES(EXTERIOR)&DECKS 40 JOISTS #2 OR BETTER MICHAEL ANGLEONE PE LLC 3.THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE,PHYSICAL WHERE, IN ANY SPECIFIC, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT PROVISIONS OF SECTION R317.1 SEE TABLE R901.1.1(1)FOR TYPES REAR YARD 35 FT. 35 FT. ROOF DOUGLAS FIR CONDITION DISCOVERED,AS WELL AS ANY EASEMENTS,ETC.,NOT INDICATED ON THE MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST 4.NATURALLY DURABLE TERMITE RESISTANT WOOD ! SEE TABLE R901.1.1(2)FOR APPLICATION FIRE ESCAPES 40 MICHAEL ANGELONE SURVEY OR PLAN.NO WORK SHALL PROCEED UNTIL SAME 1S ADDRESSEDAND ! SEE TABLE R901.1.1(3)FOR ATTACHMENT 51 DE YARD (MIN) 15 FT. 10.5 FT. (NO CHANGE) RAFTER #1 OR BETTER 1 RESTRICTIVE SHALL GOVERN. 5.PHYSICALLY BARRIERS IN ACCORDANCE WITH SECTION R3183 AND USED IN GUARDS&HANDRAILS 200 4 POND PLACE RESOLVED. LOCATIONS AS SPECIFIED IN SECTION R317.1 51 DE YARD (AGG) 25 FT. 33.33 FT. SECTIONR105:PERMITS 6.COLD FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R90S.2 ASPHALT SHINGLES: III INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY BUILDING HEIGHT 35 FT. +/-30 FT. (NO CHANGE) GUARDIN IN-FILL SO OYSTER BAY, N.Y. 11771 4.DISCREPANCIES,ERRORS,OMISSIONS,ETC.,IN ANY PORTION OF THE DRAWINGS WHICH R105.1 REQUIRED: ANY OWNER OR OWNER'S AUTHORIZED AGENT WHO INTENDS TO ! R603.2.1 WITH THE PROVISIONS OF THIS CODE, ARE AT VARIANCE WITH THE LAW ORDINANCES,RULES OR REGULATIONS,BEARING ON CONSTRUCT,ENLARGE,ALTER,REPAIR,MOVE,DEMOLISH OR CHANGE THE OCCUPANCY L-- - -- - --------- -- - ------ --� I PASSENGER VEHICLE GARAGES SO TEL.:516.922.2024 THE CONDUCT OF THE WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. OF A BUILDING OR STRUCTURE, OR TO ERECT, INSTALL, ENLARGE, ALTER, REPAIR, ------ ---- - ---- ---------- -- --------- R905.2.1 SHEATHING REQUIREMENTS: ASPHALT SHINGLES SHALL BE FASTENED TO SOLIDLY REMOVE,CONVERT OR REPLACE ANY ELECTRICAL,GAS,MECHANICAL OR PLUMBING CHAPTER 4: FOUNDATIONS SHEATHED DECKS. FLOOR AREA ROOMS OTHER THAN SLEEPING ROOMS 40 FAX: 516.453.6002 5.ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE SYSTEM,THE INSTALLATION OF WHICH IS REGULATED BY THIS CODE,OR TO CAUSE ANY ( SLEEPING ROOMS 30 ARCHITECT IN WRITING FOR APPROVAL. ,SHALL FIRST MAKE APPLICATION TO THE BUILDING R90S.2.2 SLOPE: ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO UNITS SUCH WORK TO BE PERFORMED SECTION R401:GENIERAL BREAKDOWN 1V STAIRS 40 OFFICIAL AND OBTAIN THE REQUIRED PERMIT. SEE TABLE R301.2(I) VERTICAL IN 12 UNITS HORIZONTAL(2:12)OR GREATER.FOR ROOFS(2:12)-(4:12),DOUBLE Contractor must verify all measurements CONTRACTORS UNDERLAYMEINT IS REQUIRED. 1 st FLOOR SECTIONRIOS:FEES and conditions prior to beginning an R401.2.REQUIREMENTS:FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF p g g y 1 R108.1 PAYMENT OF FEES:A PERMIT SHALL NOT BE VALID UNTIL THE FEES PRESCRIBED I � R905.2.5 FASTENERS: FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, EX 15TI NG 1,285 S.F. RESPONSIBILITIES ! ACCOMMHODATINGALL LOADS.(SEE TABLE 401.4.1) BY LAW HAVE BEEN PAID,NOR SHALL AN AMENDMENT TO A PERMIT BE RELEASED � STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, work. Report all discrepancies to the I NEW ADDITION 285 S.F. MIN.ROOF LIVE LOADS IN POUNDS=ORCE PER j UN1IL THE ADDITIONAL FEE,IF ANY,HAS BEEN PAID. SECTION R402:MATERIALS SQUARE FOOT OF HORIZONTAL PROJECTION Architect i R905.2.6 ATTACHMENT: ASPHALT SHINGLES SHALL HAVE THE MIN.NUMBER OF FASTENERS n writing. Plans j ect to sub I R402.2 CONCRETE:CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE TABLE R30L6 2015IRC EDITION 1.THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB CONTRACTORS&OTHER j SECTION R109:INSPECTIONS ! REQUIRED BY THE MANUFACTURER,BUT NOT LESS THAN 4 FASTENERS PER STRIP SHINGLE CONTRACTS&SHALL PROVIDE EVERY POSSIBLE COOPERATIVE EFFORT TO COORDINATE R109.1 TYPES OF INSPECTIONS:FOR ON-SITE CONSTRUCTION,FROM TINE TO TIME THE STRENGTH OF f c.(SEE TABLE 402.2) OR 2 PER INDIVIDUAL SHINGLE. 2nd FLOOR approval by all governmental agencies COMPLETION OF ALL WORK.THE GENERAL CONTRACTOR SHALL COMPLETE A BUILDING OFFICIAL,UPON NOTIFICATION FROM THE PERMIT HOLDER OF HIS AGENT, EXISTING 873 S.F. ROOF SLOPE TRIBUTARY LOADED AREA IN SQUARE SECTION R403:FOOTINGS FF':FOR ANY STRUCTURAL MEMBER having jurisdiction. The Architect has not COMPREHENSIVE SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS&SHALL I SHALL MAKE OR CAUSE TO BE MADE ANY NECESSARY INSPECTIONS AND SHALL EITHER R905.2.8 FLASHING:FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION, R403.1.1 MINIMUM SIZE:THE MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS 0 R 200 201 TO 600 OVER 600 been retained for an field supervision SUBMIT THE SAME TO THE OWNER IN AN ACCEPTABLE FORMAT FOR REVIEW APPROVE THAT PORTION OF THE CONSTRUCTION AS COMPLETED OR SHALL NOTIFY THE ; (SEE PLAN FOR VALLEY FLASHING WHEN APPLICABLE) y p SHALL BE IN ACCORDANCE WITH TABLES R403,1(1)-R403.1(3). (SEE TABLES) WELL IN ADVANCE OF WORK COMMENCEMENT, PERMIT HOLDER OR HIS OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS I FLAT OR RISE LESS THAN 21 16 12 or inspection. His responsibility is limited CODE. SECTION R906:ROOF INSULATION 4 DNCIES PER FOOT(1:3) SECTION R404:FOUNDATION AND RETAINING WALLS I SHED R404.1 CONCRETE AND MASONRY FOUNDATION WALLS:THE CONCRETE FOUNDATIONS 2.TIM CONTRACTOR SHALL COORDINATE i (SEE PLANS AND IECC REPORT FOR REQUIRED INSULATION VALUES) to the accuracy of the plan. The Architect TO MINIMIZE INTERRUP INTERRUPTIONS O NORMAL(OWNER OPERATIONS. SECTION RI 10:CERTIFICATE OF OCCUPANCY , I WALLS ARE DESIGNED AS PER SECTIONS R404.1.3&R404.1.2.(SEE PLANS) l -- -- - - - - -- - - - - EXISTING 170 S.F. RISE 4 INCHES PER FOOT(1:3)TO RI10.1 USE AND OCCUPANCY. A BUILDING OR STRUCTURE SHALL NOT BE USED OR LESS THAN 12 INCHES PER FOOT(I:1) IS 14 12 is further not responsible for any damage 3.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING,FITTING&PATCHING OF OCCUPIED,AND A CHANGE IN THE EXISTING USE OR OCCUPANCY CLASSIFICATION OF A 8 HIS WORK THAT MAY BE REQUIRED TO COMPLETE THE WORK OF HIS CON SECTION R405:FOUNDATION DRAINAGE TRACT. BUILDING OR STRUCTURE OR PORTION THEREOF SHALL NOT BE MADE, UNTIL TPIL �; arising out of the contractor's failure to R405.1 CONCRETE OR MASONRY FOUNDATIONS:DRAINS SHALL BE PROVIDED AROUND BUILDING OFFICIAL HAS ISSUANCE OF A CERTIFICATE OF OCCUPANCY THEREFOR AS RISE 12 INCHES PER FOOT(1:1)AND - I CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE R/O FRONT PORCH 11 12 12 execute the work exactly as shown on the 4.THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OWNED,OF THE PROVIDED HEREIN. - -- - OR USABLE SPACES LOCATED BELOW GRADE.(SEE PLANS) GREATER VARIOUS TEEMS SET FORTH SO AS TO ALLOW REASONABLE&ADEQUATE TIME FOR PROPOSED 160 S.F. ___- __ ____- ___ _.._____ _ approved drawing(s). REVIEW,POSSIBLE CORRECTION,POSSIBLE RE-SUBMISSION&FOR APPROVAL OF _______ _ SECTION R406:FOUNDATION WATERPROOFING AND DAMPPROOFING FOR SI:1 SQUARE FOOT=0.0929 M,2 1 POUND PER SQUARE FOOT 0.04). ra,l INCH PER FOOT=83.3 MMIlM SUBMISSIONS WITHOUT DELAYING THE PROGRESS OF THE PROJECT. CHAPTER 2:DEFINITIONS SECTION R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING:DAMPPROOFING OR WATERPROOFING SHALL BE APPLIED TO EXTERIOR FOUNDATION WALLS.(SEE PLANS). S.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E.CONTRACTOR'S LIABILITY, TOTAL FLOOR AREA - WORKMAN'S COMPENSATION,COMPLETED OPERATIONS,ETC.ADEQUATE FOR THE I CONTRACTOR TO FAMILIARIZE THEMSELVES WITH SECTION R202 2773 S.F. ALLOWABLE DEFLECTION OF STRUCTURAL MEMHREa, SECTION R401:COLUMNS TABLE R301.7 2015IRC EDITION PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO COMMENCING WITH _-_ __ -_- .I SECTION R407.1 WOOD COLUMN PROTECTION:WOOD COLUMNS SHALL BE PROTECTED WORK. t?LINABLE AGAINST DECAY.(SEE SECTION R317) STRUCTURAL MEMBER LECTION 6.BEFORE SUBMITTING ANY PROPOSAL,1T SMALL BE THE RESPONSIBILITY OF THE CHAPTER 3. BUILDING PLANNING SECTION R407.2. STEEL COLUMN PROTECTION:ALL SURFACES OF STEEL SHALL BE GIVEN A ' J O CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL CONDITIONS AT THE SITE RELATIVE FRAFTERSINISHED HAVING SLOPES GREATER THAN 3:12 W/ IJ180 TO EXISTING CONDITIONS MATERIALS TO BE MATCHED.WOP KmG srncFa"mASLE, SECTION R301:DESIGN CRITERIA I SHOP COAT OFRUST-INIIBITIVE PAINT. o � � 1 � FINISHED CLG.NOT ATTACHED TO RAFTERS SAFETY pnaur[oNs,Em REQUIRED FOR THE SAFE AND EXPEDITIOUS EXECUTION OF R301.2.3:SNOW LOADS:(SEE TABLE R301.2(1)) SECTION 1v ' 3' I N `35 43 �� INTERIOR WALLS&PARTITIONS H1180 THIS CONTRACT.FAILURE TO DO SO WILL NOT BE CAUSE FOR EXTRA COST CON R407.3. STRUCTURAL REQUIREMENTS:WOOD COLUMNS SHALL BE NOT LESS IN 50 E 1 NOMINAL SIZE THAN 4 x4.STEEL COLUMNS SHALL BE NOT LESS THAN 3 0J SCHEDULE 40 TO THE OWNER OR OWNERS REPRESENTATIVES. R11L4 DEAD LOAD:THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE!i PIPE UNLESS NOTED OTHERWISE. " 77401 FLOORS LI360 z CEILINGS W/BRITTLE FINISHES(INCL'D.PLASTER IA360 7.ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING SERVICE EQUIPMENT. -'` USED FOR DETERMINING DEAD LOAD WI CONSIDERATION FOR THE DEAD LOAD OF FIXED � � &STUCCO) SEAL: - - - - - - - APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED AND PROVIDE ALL EQUIPMENT, _ TOOLS,FENCES,TRANSPORTATION'S,SAFEGUARDS,ETC,,AS REQUIRED FOR THE PROPER - R301.5 LIVE LOAD: THE MINIMUM UNIFORM4LY DISTRIBUTED LIVE LOAD SHALL BE AS CHAPTERS: FLOORS o CEILINGS W/FLEXIBLE FINISHES(INCLD. L1240 l EXECUTION OF THEIR WORK, PROVIDED IN TABLE R301.5 I N GYPSUM BOARD) DO NOT SCALE DRAWINGS ALL RIGHTS RESERVED 8.EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE COVERAGE R301,6 ROOF LOAD: THE ROOF SHALL BE DESIGNED FOR THE LIVE LOAD INDICATED IN' SECTION R501:GENERAL lV O m JXISTJIN w ALL OTHER STRUCTURAL MEMBERS IJ240 (WORKMANPS COMPENSATION,LIABILITY,DISABILITY)TO THE OWNER PRIOR TO TABLE R301.6 OR THE SNOW LOAD INDICATED IN TABLE R301.2(1)WHICHEVER IS GREATER SHED EXTERIOR WALLS-WIND LOADS WI PLASTER OR R501.2 REQUIREMENTS:FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING All drawings, specifications, and copies I N � COMMENCING WORK.EACH CONTRACTOR SHALL SUBMIT LIEN RELEASES PRIOR TO ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF TRANSMITTING THE RESULTING STUCCO FINISHES H/360 thereof furnished by the Architect and his 77 REQUESTING FINAL PAYMENT. R301.7 DEFLECTION:THE ALLOWABLE DEFLECTION OF ANY STRUCTURAL MEMBER UNDER; LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. � _ � � Consultants are and shall remain their I EXTERIOR WALLS-WIND LOADS W/OTHER THE LIVE LOAD LISTED IN SECTIONS R30LS AND R301.6 OR WIND LOADS DETERMINED BY ; 2O IV240 property. They are not to be used on this or 9.IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF SECTION R301.2.1 SHALL NOT EXCEED THE VALUES IN TABLE R301.7 SECTION R502:WOOD FLOOR FRAMING 5 �. +/_4 ,I� „ BRITTLE FINISHES MATERIALS BY SPECIFIC BRAND WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED R502,1 GENERAL: (PROJECT IS DESIGNED IN ACCORDANCE WITH 2O15 WFCM) Y2 any other project unless written permission is I EXTERIOR WALLS-WIND LOADS W/FLEXIBLE FINISHES H/120 OUT.WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS ARE TO PROVIDE SAMPLES SECTION R312:GUARDS AND WINDOW FALL PROTECTION given by the Architect and his Consultants. FOR APPROVAL. R312.1.2 HEIGHTS: REQUIRED GUARDS AT OPEN SIDED WALKING SURFACES, INCLUDING SECTION R503:FLOOR SHEATHING O'-6" LINTELS SUPPORTING MASONRY VENEER WALLS L1600 STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES HEIGHT R503.1 LUMBER SHEATHING:(PROJECT IS DESIGNED IN ACCORDANCE WITH 2O15 WFCM) THIS PLOT PLAN&IS SUBJECT DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS CONNECTING THE LEADING EDGES OF THE TREADS. 10.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACETHE LINE LICENSED SURVEYOR. _ _ __ __ _ __ _ WARRANT. CHAPTER 8: ROOF-CEILING CONSTRUCTION PROPOSED PRESUMPTIVE LOAD BEARING VALUES R312.1.1 OPENING LIMITATIONS:REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE REAR ADDITION 11.ALL NEW INSTALLATIONS SHALL BE IN ACCORDANCE WITH MFG.LATEST PRINTED WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE OF FOUNDATION MATERIALS SPECIFICATIONS&WITH CODE COMPLIANCE.THE CONTRACTOR WILL NEED TO RECEIVE 4INCHES IN DIAMETER SECTION R801:GENERAL TABLE R401.4.1 ems[Rc EDITION I R801.2 REQUIREMENTS: ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF H APPROVAL OF ANY OTHER STATED MATERIALS FOR THE PROJECT. SECTION R317:PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY CLASS OF MATERIAL LOAD BEARING PRESSURE R317.1 LOCATION REQUIRED:PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM ( ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF (LBS PER SQ.Fr.) Q TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. 12.ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER&ALLMECHANICS DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE OF NATURALLY EXISTING TWO STORY D cVIE SHALL BE SKILLED IN THEIR TRADE. DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA FRAMED DWELLING CRYSTALLINE BEDROCK 12,000 Ul FOR THE SPECIES,PRODUCT,PRESERVATIVE AND END USE.PRESERVATIVES SHALL BE ! SECTION R802:WOOD ROOF FRAMING - R802.1 GENERAL: PROJECT IS DESIGNED IN ACCORDANCE WITH2O15 WFCM) SEDIMENTARY AND FOLIATED ROCK 4,000 13.AT THE COMPLETION OF WORK,THE SITE IS TO BE CLEARED OF ALL DEBRIS AND LISTED IN SECTION 4 OF AWPA Ul. ! D C r 2018 s EXCESS MATERIALS. THE FACILITY IS TO B E LEFT BROOM CLEAN AND WORK IS TO BE 1.WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER SANDY GRAVEL AND/OR GRAVEL(GIN AND GP) 3,000 No. Date Remark COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL THAN 18 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE ! I SECTION R803:ROOF SHEATHING PROPOSED R/O FRONT PORCH ROJECT IS DESIGNED IN ACCORDANCE WITH 2O15 WFCM) O'- �, REVISIONS PAYMENT. EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN ! 6 SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL 2,000 :. THE PERIPHERY OF THE BUILDING FOUNDATION ! AND CLAYEY GRAVEL(SW SP SM SC GM AND GC) h „ . 'Tx 2,WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR SECTION R806:ROOF VENTILATION I S-6 - Title: FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND I R806.1 VENTILATION REQUIRED: ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES CLAY,SANDY,SILTY CLAY,CLAYEY SILT,SILT AND CODE COMPLIANCE 3.WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS j SAND SILTCLAY(CL,MHL,MH AND CH) ''S� GENERALBUILDING HAVING A CLEARANCE OF LESS THAN 6 INCITES FROM THE GROUND OR SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS _ O -- - - 1.ALL CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY&ALL AIPLICABLE NYS LESS THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS,PORCH ! PROTECTED AGAINST ENTRANCE OF RAIN OR SNOW.VENTILATION OPENINGS SHALL HAVE ry ? BUILDING CODES AS WELL AS THE REQUIRIEMENTS OF LOCAL AGENCIES.THESE SLABS,PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THEA LEAST DIMENSION OF 16"MIN.AND 4"MAX. 1 DE DETAILS RESPONSIBILITIES APPLICATIONS/INSTALLATIONS THE PROPER SEQUENCE ENCE OFTRADES&PHASES OF 4.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR R806.2 MINIMUM VENT AREA: THE MINIMUM NET FREE VENTILATION AREA SHALL BE OF V{ ( ry W \ �� TO Q WEATHER � i � X MINIMUM SPECIFIED C(A.�RESSIVE STRENGTH OF CONCRETE Q ISO CONSTRUCTION,FILING PROCEDURES,&GENERAL ACCEPTABLE BUILDING PRACTICES ROOFS THAT ARE EXPOSED TO THE WEATHER SUCH AS CONCRETE OR MASONRY i THE AREA OF THE VENTED SPACE. MINIMUM SPECIFIED COMPRESSIVE STRENGTH.(fc) AND NOTES OUTLINED BY THESE CODES.THESE REQUffTM`F NEIGHBORINGSHALL PERTAIN THAT MAYBE PROPERTY ! SLABS, _ _ _ WEATHERING POTENTIAL b ADDRESSED HEREIN AS WELL BE IT KNOWN THAT ALL NOTES&SPECIHCAT[ONS MOISTURE D BARRIER THttP OR OTHER WOOD FRAMING MEMBERS ATTACHED v y (� � TYPE OF LOCATIONS OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE UNLESS SEPARATED FROM SUCH FL R ROOFS M _ _ _ _ _ _ _ AFFECTED BY ITS ALTERATION. 5.WOO FURRING STRIPS - BASEMENT WALLS,FOUNDATIONS&OTHER CONCRETE NOT EXPO'r-TO THE 2,500 2,500 2,500 Drawn by: TC Checked by: MAA SHOWN HEREIN,WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES,ARE DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS WEATHER RECOMMENDATIONS OF THIS OFFICE&ARESUBJECT TO CHANGE AS PER ANY BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED j Date: 09/17/18 Scale: As Noted GOVERNING AGENCIES&REPRESENTATIVES THEREOF,ANY DISCREPANCIES WITCH MAYBETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS R=225.00 L=5 6.09 BASEMENT SLABS&INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR 2,500 2,500 2,500, Job No.: 18101 SLABS ARISE BETWEEN THESE DRAWINGS&SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION BEFORE THE COMMENCEMENT OF THE WORK 1PI QUESTION. j R317.3.1.FASTENERS FOR PRESERVATIVE TREATED WOOD:FASTENERS,INCLINING NUTS BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS&OTHER VERTICAL 2,500 3,000 a 3,000 a Drawing No. AND WASHERS,FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED,ZINC CONCRETE WORK EXPOSED TO THE WEATHER 2.EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER.COATING PORCHES,CARPORT SLABS&STEPS EXPOSED TO THE WEATHER,&GARAGE FLOOR 2,500 3,000 a e 3,500 a INTERNATIONAL RESIDENTIAL CODE,FIRE,ENERGY CONSERVATION,PLUMBING, TYPES AND WEIGHTS FOR COWIECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD ! APPLE COURT SLABS j FOR SI:1 POUND PER SQUARE INCH=6.895 Va. MECHANICAL,NFPA 70,O.S.H.A, &ALL OF THE LOCAL GOVERNMENTAL AGENCIES SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. HAVING JURISDICTION,INSOFAR AS APPLICABLE TO HIS PORTION OF THE WORK, IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS,A MINIMUM OF ASTM A 653 a. AT 28 DAYS ppsi. b. SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. j TYPE G185 ZINC COATED GALVANIZED STEEL,EQUIVALENT,SHALL BE USED.3.NO NOTE OR DETAIL SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN c. CONCRETE IN THESE LOCATIONS THAT MAYBE SUBJECT TO FREEZINO AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN - }, EXECUTION OF ALL WORK IN ACCORDANCE WITH STATE&LOCAL CODES. I T f I V ACCORDANCE WITH FOOTNOTE d. d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE 50ALE: 1" = 20'-0" THAN 7PERCENT. e, SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. HAEG 2015 INTERNATIONAL RESIDENTIAL CHARTS & TABLES RESIDENCE 95 APPLE COURT SOUTHOLD, N.Y. 11971 UNDERLAYMENT TYPES r-- ---------- ------------- -- - TABLE R905.1.(1)2015IRC EDITION I FASTENER SCHEDULE FOR STRUCTURAL MEMBERS RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL&SHEAR CONNECTION REQUIREMENTS. ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN MAXIMUM ULTIMATE DESIGN TABLE•3.1 WFCM 2015 EDITION (TABLE 3.4A 2015 WFCN EDITION) SECTION: 69 WIND SPEED,V ult<140MPH WIND SPEED,V ult > 140MPH JOINT DESCRIPTION #OF NAILS #BOX NAILS NAIL SPACING ! BLOCK' 3 700-YR/WIND SPEED ASPHALT SHINGLES R905.2 ASTM D 226 TYPE I ASTM D 226 TYPE H ROOF FRAMING 3-SECOND GUST(MPH) 120 130 140 LOT' 18 ASTM D 4869 TYPE I,II,II1 or IV ASTM D 4869 TYPE IV RAFTER TO TOP PLATE TOE-NAILED) 3-8d 3-10d PER RAFTER ASTM D 6757 ASTM D 6757 ( RAFTER/CLG,JOIST WALL HT. NUMBER OF 3d COMMON NAILS OR 10d(TOENAILED) 1 4 CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER JOIST SPACING(IN.) (FT.) REQR IN EA.RAFTER AND/OR CLG.JOIST TO TOP PLATE CONNECTION j CEILING JOIST TO PARALELL RAFTER(FACE-NAILED) VARIES-16d VARIES40d EACH LAP 12 8 2 2 3 UNDERLAYMENT APPLICATIONS CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) VARIES-16d VARIES40d EACH LAP 10 2 2 3 NEW FRONT PORCH & TABLE R9051(1)2015IRCEDITION COLLAR TIE TO RAFTER(FACE•NAILED) VARIES-10d VARIES-12d PER TIE 8 2 2 3 REAR ADDITION ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN 16 10 2 2 3 WIND SPEED,V ult > 140MPH BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END 8 2 2 3 FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 SAME AS MAX ULTIMATE DESIGN WIND SPEED, j RIM BOARD TO RAFTER(END-NAILED) 2-16d 3.16d EACH END 24 10 2 2 3 ENGINEER: UNITS HORIZONTAL(2:12),UP TO FOUR UNITS Vult< 140 mph EXCEPT ALL LAPS SHALL BE NOT WALL FRAMING MICHAEL ANGLEONE PE LLC VERTICAL IN 12 UNITS HORIZONTAL(4:12), LESS THAN 4 INCHES. 1)PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 UNDERLAYMENT SHALL BE TWO LAYERS APPLIED TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2-16d PER FOOT 2)WHEN CLG.JOISTS ARE INSTALLED PARALLEL To RAFTERS,THE SUS of THE TOENAILS IN THE RAFTER& MICHAEL ANGELONE '.�1 THE FOLLOWING MANNER:APPLY A 19 INCH CLG.JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF N.1II.S REQ'D. STRIP OF UNDERLAYMENT FELT PARALLEL TO AND j TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE 3)TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE INSTAILED IN EACH SIDE OF A RAFTER OR CLG. 4 POND PLACE STARTING AT THE EAVES.STARTING AT THE SAVE, ! JOIST WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EACH'IDE WHEN FASTENED TO A 2X6 TOP PLATE APPLY 36 INCH RIDE SHEETS OF UNDERLAYMENT, OYSTER TO STUD(FAC&NAILED) 2-16d 2-16d 24"O.C. 4)WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THEY SHALL BE ADJUSTED AS FOLLOWS: OYSTER BAY, N.Y. 11771 OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. HEADER TO HEADER(FAC&NAILED) 16d 16d 16"O.C.ALONG EDGES --' DISTORTIONS IN THE UNDERLAYMENT SHALL NOT WALL HT. _ 8 IVTEL.:516.922.2024 INTERFERE W/THE ABILITY OF THE SHINGLES TO TOP OR BOTTOM PLATE TO STUD(END-NAILED) 216d 2 40d PER 2x4 STUD TOP PLATE TO ADJUSTMENT FACTOR FAX: 516.453.6002 ASPHALT SHINGLES R905.2 SEAL. 2.16d 2.40d PER 2x6 STUD ( RIDGE HT(ID.) 2-16d 240d PER 2x8 STUD I 1.00 1.00 FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN THE BOT,PLATE TO FLR.JOIST,BAND JOIST,END JOIST 2-16d 2-16d PER FOOT 12 UNITS HORIZONTAL(4:12)OR GREATER, OR BLOCKING(FACE-NAILED) 15' 1.15 1.25 Contractor must verify all measurements UNDERLAYMENT SHALL BE ONE LATER APPLIED IN ! FLOOR FRAMING 20' 1.40 1.50 THE FOLLOWING MANNER:UNDERLAYMENT -- ------ and conditions prior to beginning any SHALL BE APPLIED SHINGLE GASFIION,PARALLEL JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-1 Od PER JOIST work. Report all discrepancies to the TO AND STARTING FROM THEEAVE AND LAPPED 2 BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-IOd EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS INCHES,DISTORTIONS NI THE UNDERLAYMENT TABLE 3,10 2015 EDITION Architect in writing. Plans subject to SHALL NOT INTERFERE WITH THE ABILITY OF THE BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END SHINGLES TO SEAL.END LAPS SHALL BE 4INCHES approval by all governmental agencies AND SHALL BE OFFSET BY 6 FEET, BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK FASTEST-MILE WIND SPEED(MPH) 120 1 130 1 140 having jurisdiction. The Architect has not LEDGER S i RIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST STRUCTURAL SHEATHING JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d 3 lOd PER JOIST E F E F E F been retained for any field supervision SHEATHING LOCATION RAFTER I TRUSS BPACING MAX.NAIL SPACING FOR 8dCOMMON or inspection. His responsibility is limited BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST (INCHES,OC) NAILS(INCHES,O.C.) BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT 4'PERIMETER EDGE ZONE 12 6 12 6 12 6 12 to the accuracy of the plan. The Architect ROOF SHEATHING 16 6 12 6 6 6 6 is further not responsible for any damage 19.2 6 6 6 6 6 6 12"O.C. ! 24 6 6 6 6 6 6 arising out of the contractor's failure to STRUCTURAL PANELS o 8d 10d 6"O.C.ON EDGE • •• 6"O.C.ONGABLERAKE INTERIOR ZONE 12 6 12 6 12 6 12 execute the work exactly as shown on the • DIAGONAL BOARD SHEATHING ! 16 6 12 6 12 6 12 approved drawiri S . i . I Ix6 OR Ix8 2-8d 2-10d PER SUPPORT 19.1 6 12 6 12 6 12 � g� � •• Ix10 OR IV-DER 3.8d 3-10d PER SUPPORT i 24 6 12 6 12 6 6 CEILING SHEATHING GABLE ENDWAL L RAKE&RAKE TRUSS 6 6 6 6 6 6 • BOARD SHEATHING ' Simpson Strong-Tie 5d 5d SHEATHING SIZE RAFTER I TRUSS"ACING MIN,NUMBER OF 8d COMMON N&S AC4 GYPSUM'NALLBOARD 7"EDGE/10"FIELD SIMPSON STRONG-TIE COOLERS COOLERS INCHES, "! PER SUPPORT ADJUSTABLE STANDOFF POST SIMPSON STRONG-TIE WALL SHEATHING i Ix6 OR Ix8 SHEATHING 12.i9.2 2 2 2 POST CAP 6"O.C.EDGE 1x10 OR LARGER SHEATHING 12-19.2 3 3 3 BASE(ABA44) AT EA. POST ANCHORED TO (AC) STRUCTURAL PANELS 8d IOd 12"O.C. INSTALLED @ ALL POSTS I IGA GALV.ROOFING NAIL CONCRETE FIBERBOARD PANELS 112" (0.120"x1-1TLONGx�11FAD) _ 3"EDGE/6"FIELD 25132„ II.120%1.314GA GALV.ROOFMGNAH _ 3"EDGE/6"FIELD (0 "1DNG 4 HEAD) GYPSUMWALLBOARD 5d 5d 7"EDGE/10"FIELD COOLERS COOLERS HARDBOARD 8d 8d 12"O.C. SEAL: PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) RAFTER DIAGONAL BOARD SHEATHING DO NOT SCALE DRAWINGS 2-8d 2•]Od PER SUPPORT Ix6ORlx6 ALL RIGHTS RESERVED Ixl00RWIDER 3 8d 3 lOd PER SUPPORT All drawings, specifications, and copies FLOOR SHEATHING thereof furnished by the Architect and his WOOD BEAM(SEE PLAN FOR SIZE) STRUCTURAL PANELS Consultants are and shall remain their ° j I"ORLESS 8d 10d 6"EDGE/12"FIELD property. They are not to be used on this or ° GREATER THAN I" lOd 16d 6"EDGE/12"FIELD°° any other project unless written permission is o DIAGONAL BOARD SHEATHING given by the Architect and his Consultants. o Ix6 OR Ix8 2-8d 2-10d PER SUPPORT I_ Ix 10 OR WIDER - 3-8d 3-IOd PER SUPPORT_.-. ! ©COPYRIGHT 2018 4 SIMPSON STRONG TIE-112.5 (SEE CONNIECTION DETAILS OV LAST SHEET) RAFTER TIE TO PORCH BEAM No. Date Remark N.T.S. REVISIONS Title: GENERAL CODE DETAILS TOP RAIL 1 ' BALUSTERS SPACED SO AND NOTES THAT A 4"SPHERE MAY 1 BOTTOM RAIL NOT PASS THROUGH Drawn by: TC Checked by: MAA �T Date: 09/17/18 Scale: As Noted WOOD DECKING Job No.: 18101 �O OR FINISHED FLOOR l Drawing No. DECK JOIST \ (SEE PLANS) \ GUARDRAILIHANDRAIL DETAIL N.T.S. y 5 HAEG t _ I E -DENCE . , —i So- IT— L -- ------- -----i i ------- 1 -------- SOUTHOLD, N.Y. 11971 I I TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: UJ TYPICAL ROOF CONSTRUCTION: SECTION: 69 ROOF SHINGLES ROOF SHINGLES ROOF SHINGLES 15 # BLDG. FELT BLOCK: 3 1 S'2" GDX PLYWOOD SHEATHING 15 # BLDG. FELT 15 # BLDG. FELT %2" GDX PLYWOOD SHEATHING Y2" GDX PLYWOOD SHEATHING 2"x8" R.R. Cg 16, O.G. 2"x8" R.R. P 16" O.G. - - - - - -------- 2"x8" R.R. @ 16" O.G. LOT: 18 I EXIST 2 STORY -------- -- ---- - - - -- ------ --- - -- - - - - - - -- ---- - - -- -- - -- --- -- EXIST 2 STORY DWELLING a" ROUND TAPPERED COLUMN DWELLING (NOT IN SCOPE 8" ROUND TAPPERED 8" ROUND TAPPERED COLUMN BY COLUMN BY BY TRUNGRAFT OR EQUAL (NOT IN SCOPE NEW FRONT PORCH & TRUNGRAFT OR EQUAL TYP. TYP. � E� TRUNGRAFT OR EQUAL TYP. OF WORK) 36" HIGH RAILING SYS. I OF WORK) REAR ADDITION 36" HIGH RAILING SYS. 200# MIN. LATERAL LOAD 36" HIGH RAILING 5YS. 4 200# MIN. LATERAL LOAD & BALLASTER SPACING NOT TO ( 200# MIN. LATERAL LOAD I 8 BALLASTER SPACING NOT TO I cp a BALLASTER SPACING NOT TO ALLOW PASSAGE OF A 4" DIA. ALLOW PASSAGE OF A 4" DIA. ALLOW PASSAGE OF A 4" DIA. BALL AS PER 3I2.1.3 IRG 2015 -, 5/4: M ENGINEER• BALL AS PER 312.1.3 IRO 2015 PER 511 BALL A5 PER 312.1.3 IRG 2015 000 TYPICAL FLOOR CONSTRUCTION: 10;' MIN MICHAEL ANGLEONE PE LLC AZEK DECKING I I I MICHAEL ANGELONE 2"x5" AGO D.J. @ 16" O.G. g000 u_ u_ o u_ 4 POND PLACE AZEK/AGO LATTICE PANEL > > OYSTER BAY, N.Y. 11771 I I - -I- I I I I a_o" TEL.:516.922.2024 7 3/4" MAX TREAD HEIGHT PER 311.7.5.1 IRG 20I5 I I I I I I 7 3/4" MAX TREAD HEIGHT PER 311.7.5.1 IRG 2015 I I 10" MIN TREAD WIDTH PER 311.7.5.2 IRO 2015 I I I I I I 10" MIN TREAD WIDTH PER 311.7.5.2 IRG 2015 1 I FAX: 516.453.6002 I I I I I I I I I I LJ J LJ L-J L I J f7z�COV[R1D PORCH SIDE ELEVATION 2 COHERED PORCH FRONT ELEVATION 3 COHERED PORCH SIDE ELEVATION Contractor must verify all measurements and conditions prior to beginning any A-1 SGALE = 1/4" = 1'-0" A-1 SGALE = 1/4" = 1'-0" A-1 SGALE = 114" = 1'-0" work. Report all discrepancies to the Architect in writing. Plans subject to 2xIO LEDGER approval by all governmental agencies having jurisdiction. The Architect has not been retained for any field supervision or inspection. His responsibility is limited T1'PIGAL ROOF CONSTRUCTION: 2" DIA. STAINLESS STEEL I to the accuracy of the plan. The Architect ROOF SHINGLES LACE BOLTS H/WASHERS TO EXISTING HOUSE FRAME. is further not responsible for any damage 15 # BLDG. FELT 2x8 G.J. @ 16 O.G. %2" GDX PLYWOOD SHEATHING STAGGER T B @12" O.G. arising out of the contractor's failure to NOTE: DO NOT OVER execute the work exactly as shown on the 2"x�" R.R. @ IG" O.G. 2x8 LEDGER = TIGHTEN BOLTS EXIST 2 STORY Y �y DWELLING - (NOT IN SCOPE approved drawing(s). O OF WORK) � �----- - -- --Vf tI .{� ^ I ' i EXIST.DH EXIST.DFF W ,n VINYL BEP�D BOP�RD V 1 O O O I I 1 (�i it �•, II � Io OR EQUAL = b ° Ijlj � AZEK NEW i DEGKIN& TYP. II II II 11 I X R1 1 i 1 W ROUND TAPPERED COLUMN R.O. PORCH = 12 12 12 12 I, , ^ � 1�; ;I BY TRUNGRAFT OR EQUAL AZEK TRIM OR EQUAL Ii I ; TYP. (2) 2x8 AGO- --- -- -ry ----- 1 '' _�2Z 2x8_ aGQ-DRP O 2x8 AGQ DRP 1 1 ' , _____________________ —------_ ___-----__ __-____________----_ i W HEADER - SEE PLAN Nt SEAL:A� } 5 DETAIL 0 LEDGER CONNECTION 1 1 I I LU `.o••'•: t`._ti's�''G•: DO NOT SCALE DRAWINGS � A-1 SGALE = 3/4" = I'-O" ----6'-3'�--- ' 6 b'-3' STRAP - LSTA 5C ALL RIGHTS RESERVED OVER RAFTER -A b'—b• 1' 0 All drawings, specifications, and copies OL 2I l 0" thereof furnished by the Architect and his I Consultants are and shall remain their 0" ROUND TAPPERED COLUMN 7 COVERED PORCH PLAN property. They are not to be used on this or any other project unless written permission is BY TRUNGRAFT OR EQUAL TYP. A-1 SGALE 1/4' 1 -O' $ Y given b the Architect and his Consultants. I I + I = = I I © COPYRIGHT 2018 4x4 AGQ POST OR I 5'' S.W. 57L. PIPE EXIST ROOF COLUMN ABOVE (2) 2x8 AGQ HDR TEGO I I SEE PLAN (NOT IN SCOPE OF WORK) — — - EXIST __._, FOUNDATION TO POST (NOT IN SCOPE ' - OF WORK) 2xI0 LEDGER LAGGED TO EX STRUCTURE-::..... ,::......._..:::::.:..:.. - ------- -- - --- - - - - I :..:.... ...:. : ' - 1 I I AGQ LATTICE PANEL ' 1........ .......0..�....... ............ ..._. ... ...., 2x8 AGQ LEDGER SEE DETAIL I -- -- — — --- ------- --- --I ,LU TEGO ®CONNECTION TO LEDGER,TYP. 4x4 AGQ FOST I I ® ....: o . Date Remark AGQ D.J. @ I C O.G. - SEE PLAN I LL. ------- .: 51 iN FSON POST ANCHOR - } -- ---------- ------==-=-_--=--=-------___ ---==------=---=---- o , o 0 0 6 1 VISIONS 2x8 AGQ LEDGER a� G = 1 ........ .... ... ry _ i 36" WATER d ICE Q- GBQ- .D52 SEE DETAIL TYP.® OVERHAN65 X i L---_ _�--- ----=-------------------------------- _-__------------ Title: n ' : 4" C:ONG. SLAB GAP COVERED PORCH 2) 2x AGO DRP i g A��Lt �� L(2) 2x8 AGQ D a. d � SEE DETAIL + 6 COVERED PORCH ROOF PLAN o =-s----_>a-- ; PLANS SGALE = 1/4'' = I'-0" t 17ONCRETE PAD - ( , _ � -� ��� ELEVATIONS & • b'-3" 6'-q" b'-3" DETAILS a I2— " SONG TUBE FOOTI NCB 20'-0" a• Drawn by: TC Checked by: MAA ' Date: 09/17/18 Scale: As Noted III II • I ° a PORCH R C H F o H El IJ A� 0 I �1 PLAN A I �)I I III 8 Job No.: 18101 SGALE = 1/4'' = 1'-0"A Drawingg No. I .C � I I �•—� I I II II_ III 4 DETAIL @ PORCH COLUMN A-1 SGALE = 514" = 1'-0" IA-EG '"NCIP rld 2 S"x16" CRAWL SPACE VENT A-5 95 APPLE COURT WITH INSET SCREEN AS PER R408 I RG 2015 1/2° 1O'-�2" SOUTHOLD, N.Y. 11971 1 VENT PER 150 S.F AS PER R 8 NEW POST ABOVE IRC 2015 INSTALL THERAPY -----_ POOL IN AGGORDANGE SECTION: 69 _--- _ _-_ _ ---D - REOLoc. OLOO. RECLOc. WITH MANUF. SPECS. --------------- I ! :. ' r_-_ .". ,.-- :s•, •. ., 4-`- � :-� 4 ,—_ -8�R ' --$Q DR BLOCK: 3 I r z21T -- ----- • ---- > = ///J////1//////� 1 I -----____ ---- LOT: 18 I I PROVIDE 4" GONG. SLAB = Q ABOVE W/ W2.gxW2.gx6x6 �' I ' �` TYP. WALL GONSTRUGTION: I _ COLLAR TIES TO I NEW SIDING TO MATCH EXSIT. W.W.F. ATOP OF WELL ( 1, I m MATCH EXIST. i I COMPACTED POROUS FILL 1 ;' ( ; 1; Y2" PLY. SHEATHING I; :� 0 1 I NEW g'-6" x 14'-6" ` 15 # FELT UNDERLAYMENT 2x4 NEW FRONT PORCH & '� I '! I v w; THERAPY POOL STUDS 16" O.G.kb; R-15 BATT INSUL. REAR ADDITION 1 NEW 1 • x p Y2" GYP. BD. FIN. (GREEN BOARD) 1 J CRAWL - I NEW 2x8 R.R. (P 16" G. SPACE • • �' -"I � ENGINEER: n :' 1 I i PITCH TO MATCH 1 ►, i X I X +� NEw H.G. POOL LIFT MICHAEL ANGLEONE PE LLC 1 1 w p MODEL TO BE z PREPARE SLAB FOR NEW + I m LU K SELECTED BY OWNER, MICHAEL ANGELONE i I POOL ABOVE I ;' I � z � INSTALL PER MAUNF. ----- - '� SPECS 4 POND PLACE AQUA CREEK OYSTER BAY, N.Y. 11771 • I - - -- - - --- — -I• �—— (2) I/a x 14 " SPi LVL DRP HDR (MODEL NO. F-EZPL2) ___ -- ---------------- ---------- ---- _+-_--__^----- OR APPROVED TEL.:516.922.2024 -------------- ---- - -- - - - - ------ I ----------------- I - - �----- ERQUAL FAX: 516.453.6002 1 ------------------- -------------� I 1 NEW POST ABOVE 1 Jill, Contractor must verify all measurements REMOVE EXISTING WALL.; and conditions r1PROVIDE TEMP. SUPORTI 2 p or to beginning any AS NEEDEDI A-6 1 1 PIN NEW FOUNDATION TO 1 work. Report all discrepancies to the ( I I EXIST. WITH #5 REBAR 12" 1 1 w I O.G. VERT. GROUT SOLID I Architect in writing. Plans subject to I W/ EPDXY GROUT l I 1 i approval by all governmental agencies (TYPICAL) I I ' having jurisdiction. The Architect has not it I I II I li II ; g I 1 i been retained for any field supervision I � pl or inspection. His responsibility is limited to the accuracy of the plan. The Architect Y i is further not responsible for an damage I P Y g EXIST. 1 I arising out of the contractor's failure to CRAWLSPACE j 1 g I execute the work exactly as shown on the ° I approved drawing(s). II I I • u� I I I I I I ---- --- ------------- ----- 1 - - -- - - __ - -- - ------ ---� ---------- - - - -- - - - - i — —— — —————— l I I ��LN — ~ I , I EXIST. . j I j i ! o PWD ". 1 I I I I RANG II 1 I II 1 l I 1 0 - SEAL: 1 -------- DO NOT SCALE DRAWINGS 1 I ALL RIGHTS RESERVED I II I All drawings, specifications, and copies I 1 I I thereof furnished by the Architect and his 1 I Consultants are and shall remain their property. They are not to be used on this or 11 any other project unless written permission is - 1 EXIST BASEMENT given by the Architect and his Consultants. (NOT IN SCOPE I I ; j ©COPYRIGHT 2018 j l OF WORK) j I 1 I I i i I I lI 1 _J ! No. Date Remark 1 - --- - - - - -- - REVISIONS ---------� -------- - - - --------- -- ----- -- --- --- - - - - MEMO I �_-._ — -------- — - ----I- -------------------------- - --- --_--_—__-----_ ---=_ - I ' - - - ---- ----- I 1 --- ------------- ------- _ -- - - - i ='' � ,- �1--- ---- �•------------ ----,- � Title: EX15T.PH EXIST.PH REAR ADDITION ' = PLANS I C I I I I I I 11 R.O. PORCH I I I I I I I I I I I ' il , l � lil II I --------------- ----------- ------- by: M Drawn b TC Checked AA Y -------- -- - i ------ ' ----- -- ----- — Date: 09/17/18 Scale: As Noted - ------ - ICJob No.: 18101 W IF Drawing No. ' II � z FOUNDA --1- ON PLAN 2 FLOOR PLAN a A-4 SGALE = 1/4" = 1'-0" A-4 SGALE = 1/4" = 1'-0" HAEG RESIDENCE 2 A-5 95 APPLE COURT NEW 30 YEAR ROOF 36" WATER ff ICE TYP. SOUTHOLD, N.Y. 11971 SHINGLES TO MATCH EAVES SECTION: 69 --- --- ---- ---- --- --- --- --- ---- --- --- --- -- - ----- - I - ---- - BLOCK: 3 LOT: 18 I I ' I ' I I o NEW FRONT PORCH & I NE.W CONT. RIDE VENT a REAR ADDITION NL=W ROOF SHINGLE TO I E LO N 5 PE I Q CH O TG MATCH EX'ST. -—-—-— —-—-—-—-—-—-— � I - -- --- - -- - - ---i I I a ENGINEER: - ---- --- -- - - - - -- -- --- - -- I a MICHAEL ANGLEONE PE LLC MICHAEL ANGELONE I 4 POND PLACE OYSTER BAY, N.Y. 11771 I F ---- --- --- --- ---- ---- ---- -- --- --- ---- -- -- I TEL.:516.922.2024 -- --- --- FAX: 516.453.6002 I I , Contractor must verify all measurements and conditions prior to beginning any work. Report all discrepancies to the Q Architect in writing. Plans subject to EX. SLOPE EX. SLOPE >L u I I approval by all governmental agencies I I having jurisdiction. The Architect has not I been retained for any field supervision I , I , -____---------_..__.._. � or inspection. His responsibility is limited � � I to the accuracy of the plan. The Architect I I is further not responsible for any damage I , I arising out of the contractor's failure to I I I , execute the work exactly as shown on the I I , I , I , approved drawing(s). I , I I I j r' L----------------------------------------------------------------------- 2 REAR E EDITION I y . I f 1 I A-5 SCALE = I/4" = I'-O" I i ���'TW/�1 ' • . ~�� - I I ' I I I I ' I I SEAL: I I I I I I I � I DO NOT SCALE DRAWINGS I I I ALL RIGHTS RESERVED All drawings, specifications, and copies thereof furnished by the Architect and his X Consultants are and shall remain their property. They are not to be used on this or any other project unless written permission is 2X4 WALL STUD ® I6" O.G. given by the Architect and his Consultants. I � I 5 1/2" R-15 BATT INSULATION I ©COPYRIGHT 2018 w 1/2" COX PLYWD. 5HEATHIN6 Y2" GYP. DB. FIN. Y 1 I I I 2X4 PLATE I I FIN. FLOOR COPPER TERMITE SHIELD PLYWOOD SUBFLOOR FINISHED FLR. _ CONT. 51LL SEAL _ _ FLOOR JOISTS EXIST ROOF ELEV. o o FIBERGLASS BATT I ABOVE INSULATION (NOT IN SCOPE REVISDIONS ate Remark d : RIM JOIST I OF WORK) r-----------------------------------------------------� FINISHED GRADE (2) .2 X 6 AGO PLATE I I� • X F---------------------------------------------------------------------- Title: SLOPE MIN 6" WITHIN 52" ANCHOR BOLTS I ' REAR ADDITION 1ST 10'-0" FROM WALL PE 2" O.G. MIN I'-O" FROM R R I I NY5 CODE R401.5 _ I _ , • v CORNERS EACH WAY ,8;.• < PLANS BITUMINOUS - DAMPROOFING — ay I I I 25 REBAR GONT. .e.. _ 2 P.G. SLAB OVER 6 MIL. I-----------------------------------------------------------------------I IN ALL P.G. FT65. TYP. POLYETHYLENE VAPOR - BARRIER I I Drawn by: TC Checked by: MAA — — — 6" WELL COMP. POUROUS FILL Date: 09/17/18 Scale: As Noted f �----------------------------------------------------------------------� Job No.: 18101 ry I -I 8" P.I.P. GONG. FND. WALL OVER I — loll x 24" CONT. P.G. FTC. W/ 2" x 4" KEYWAY Drawing No. 3 FOUNDATION DE1-A E ROOF PLAN A-5 SCALE = 112" = 1'-0" A-5 SCALE = 1/4" = P-O" ROOF CONSTRUCTION: ROOF SHINGLES (MATCH EXIST.) 15 # BLDG. FELT HAEG Y2" GDX PLYWOOD SHEATHING 2"x5" R.R. g 16" O.G. R-50HI7 BATT IN5UL. (@ GATH AREAS) -uNC-u Y2" GYP. BD. FIN. 69 GATH. AREAS) RESID12, NEW CONT. RIDGE VENT 95 APPLE COURT SOUTHOLD, N.Y. 11971 1 SECTION: 69 - - -- - - --------- ------ ----------- BLOCK: 3 LOT: 18 �- - - EXIST 2 STORY DWELLING i -� NOT IN SCOPE OF WORK) NEW FRONT PORCH & � REAR ADDITION - - - - ------- --- - j -- - -- -- - _ ENGINEER• MICHAEL ANGLEONE PE LLC Q = ! MIC:HAEL ANGELONE OL OW Q PI 304oWN s0a6 0 1 14 POND PLACE EX 3040 EX 3040 � PICTURE -)jJ5046 ` -- -- OYSTER BAY, N.Y. 11771 TEL.,:516.922.2024 ! FAX: 516.453.6002 Contractor must verify all measurements and conditions prior to beginning any work. Report all discrepancies to the Architect in writing. Plans subject to approval by all governmental agencies ' having jurisdiction. The Architect has not OIOEIbeen retained for any field supervision SIDE EOOA - A-6 SCALE I/4" or inspection. His responsibility is limited = = I'-O" to the; accuracy of the plan. The Architect is further not responsible for any damage arisinjg out of the contractor's failure to execute the work exactly as shown on the approved drawing(s). SEAL: 11 DO NOT SCALE DRAWINGS ALL RIGHTS RESERVED All drawings, specifications, and copies ROOF GONSTRucTION: thereof furnished by the Architect and his ROOF SHINGLES (MATCH EXIST.) 15 # BLDG. FELT Consultants are and shall remain their Y2" GDX PLYWOOD SHEATHING property. They are not to be used on this or R.R. @ 16" O.G. R50HD GATT INSUL. (� GATH AREAS) any other project unless written permission is -30 Y2" GYP. BD. FIN. (@ GATH. AREAS) given by the Architect and his Consultants. —NEW CONT. RIDGE VENT ©COPYRIGHT 2018 I I — No. Date Remark REVISIONS Title: EXIST 2 STORY - REAR ADDITION - - - - -- - - DWELLING - - (NOT IN SCOPE -- -- - - -- - i - --- - - PLANS OF WORK) ,II i I I i Q Q i <00 010 a al = O 10 >— Drawn by: TC Checked by: MAA 10 Date: 09/17/18 Scale: As Noted 00 a ! Job No.: 18101 00 00 t Drawing No. i I i 2 ODE EEEOAT OS A-6 SCALE = 1/4" = 1'-0" ' 2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC). 2.Cantilevered decks are constructed with brick or stone as_noted 2012 ANSI/APSP/ICC-5 Residential Inground Swimming Pools Figure 2 in all cases. 2014 ANSI/APSP/ICC-3 Permanently,Installed Residential Spas 3.Raised bond beams are constructed.as noted in Figure 3 in all. and Swim Spas cases. 2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance 4.Aboveground installations are constructed as noted in Figure 4 in all 2011 ANSI/APSP-16 cases. 20.18 International Swimming Pool and Spa Code- Barriers are.required where.pools are on premises of UBC Group R, -(ISPSC-ICC) Division 3,Occupancies or IBC Group R Occupancies.The barriers 2007 ANSI/ASME-Al12.19.8 - must comply with Appendix Chapter 4,Division 1,of the UBC or 2014/2017 National Electric Code(NEC) ;Section 3109.4 of the IBC 2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) Expansive soils: The overall pool dimensions,depths and capacities are shown in Table For installation of pools or spas in expansive soils,the following 1 and Table 4.The units comply with ANSI/NSPI-5,specified in additional installation details must be followed.subject to code official's Section AG103.1 of the IRC,and IAPMO IG6-2000%specified in the approval: UPC. .. Models described in Table 2,Table 3,and Table 4 can be placed up 1.'. All surfaces adjacent to the pool or spas must be excavated to a i /}{ to 19-1/2 inches(49.5mm)above ground.These pools and spas may minimum depth of 12 inches(305 mm)beneath the pool bottom and D V 1 be placed with or without concrete-or wood decking.Unless elevated minimum 6 inches(152 mm)behind the pool walls. ; ! portions of the units are protected from•sunlight by soil berms,decking, 2. Any soft or loose soils exposed-bystep 1 must be removed until etc.,these.portions must be coated with a UV-inhibiting opaque paint exposed material is solid:If the,soil is still soft.and'loose,the upper 6 that is compatible with the laminate. inches(152 mm)of all horizontal excavation surfaces must be scarified 0 CT 2018 All plumbing must comply with the IPC,or UPC.Electrical work must and•compacted with mechanical equipment.The compacted surfaces comply.with the code in"effect at the constriction site.The pool and and the excavated wall"surfaces must be maintained in a moist spa must remain full of water at all times.A permanent sign,bearing condition until the first lift of backfill or fill is placed against the surface. -Bunmi x;DE PT. the following statement,must be attached to the pumping"equipment: The term compaction implies any method necessary to consolidate the �,i Notice-The pool or spa is designed to remain full of water:atail times. native and fill materials to keep the pool or structure from settling. The pool shell may be damaged if the water level is allowed to drop 3. The excavated bottom area of the pool or spa must be backfilled below the skimmer.When appreciable draw-down is noticed or if it with granular import material to approximately 6 inches(152 mm) becomes necessary to drain the pool or spa,contact Viking,Pools.or its below the bottom of the pool or spa,wetted and compacted. dealers-for instructions. 4: The remaining 6:inches(152 mm)must be backfilled beneath A permanent label must be installed adjacent to the above sign the pool or-'spa and outside the pool walls with compacted clean indicatingthe Viking Pools dealer's name,address and telephone granular import material.The pool or spa must be filled with water as number. backfilling progresses to a level equivalent to that of the backfill.The backfill must be placed in compacted layers of approximately 6 inches Installation Procedure; (152 mm);while a uniform height of backfill is maintained around the Viking pools and spas may be installed without a soil investigation by a pool or spa. registered design professional(RDP),subject to the building official's 5. Positive surface drainage away-from the perimeter of the pool approval,provided_none of the following conditions are encountered at and surrounding deck is.required and critical to installations in highly T the site: expansive soils.Surface area drains and surface drainage swales or yT�T N (� �J O(1 T 1.The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation ' VIM,1�! V V L pool.or spa excavation. , -of the soil around the perimeter and vicinity of the pool to prevent THE STANDARD of F I$E RG LA: 2.The existence of an uncompacted fill in contact with any portion of excessive shrink-swell or volume changes in the soil. the pool or spa. Table of Contents 3.The existence of any soil types with an angle of repose that will not Identification: - support the walls of the excavation at desired slopes. Viking pools and spas are identified by the following information Pia B 1 xpanshe S 4.Danger to ad'acent•structures posed b the,pro osed of or spa imprinted on.the top-step of the of or a:manufacturers name Expansive So � . 9 1 P Y P Po P P Po P c location. (Viking Pool's)and address,pool or spa model designation,a coded (L 5.The existence of any cracks or openings in soil that would not serial number and the evaluation report number(ESR-2014). Page 3 Figures 1 rconfine sand or in"clean gravel bedding. The units also bear the label of the quality control agency,Columbia Page 4 d is Cbntinu 4 Research&Testing Corporation(AA-527). Page,5 Pool Models Continu If any of the conditions above is encountered,excavation must cease z '" Page 6 Spa Modi w immediately.The specified conditions at the site must then be reviewed Findings:'That the fiberglass one piece swimming pools and spas are j and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 gage 7- AHer�iativeRecicutaironfSys Q. approve the RDP's report-before-work Is completed: subject to the following conditions. _' The pool or spa excavation profile must coincide with the contours of 1.The constriction and pool/spa installation comply with this report iu Length,width and depth may vary up to 3%-all E the pool.The over excavation is minimum 61riches(152mm)on the and the manufacturer's instructions. dimensions are to outside edge,of coping,measure( Z from parallel lines. ii. iu II- ` I 3"THICK COMPACTED SOIL ONLY. FIG.2 SAND(TYPLcAL).. CONCRETE DECK 4"MIN.THICK COMPACTED GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE (ADOBE)SOIL ONLY. STONE DECK 6"X6"- SAND OR 1/2°CLEAN GRAVEL WIRE D 3'MIN. REBAF FIBERGLASS EACH 6" POOL SHELL SLO ED 1/4"=1' " 1011 12" . � • •d:• • I I I�I I�ICI I�I I FOR Ct II-II ALVANIZED (ADOBE CHAIN 101, U SOIL OI 1= 3"THICK COMPACTED 1 SAND(TYPICAL). 4"MIN.THICK COMPACTED FIG.3 I GRAVEL FOR CLAY TYPICAL BOND BEAM (ADOBE)SOIL ONLY. SAND OR 1/2"CLEAN GRAVEL CONSTRUCTION -� 6" FIBERGLASS BRICK,FILLED BLOCK, 3'MIN. I POOL SHELL OR POURED CONCRETE 8" BACKFILLED DIRT IN .� REBAR NO.4,ON 2'O.C. MAXIMUM wo EACH WAY. 24" 8" :I• ' _. AX. 8" \ell x�x �X FIG.4 " a •; I If 10" TYPICAL ABOVE GROUND INSTALLATIC 3"THICK COMPACTED I_I SAND(TYPICAL) 4"MIN.THICK COMPACTED MAXIMUM GRAVEL FOR CLAY 19 1/2" OPTIC FL (ADOBE)SOIL ONLY. MOUND DIRT wool n AROUND POOL x i SAND OR•1/2"CLEAN GRAVEL APPROX.6" W _ -� 6" �- PFIBEGLASS ooRSHELL I=1 I I I m I ra I I-1 I k II�i iTi—ii�iH J I I= m n I 6 LL `1{I E 4,6 0 o of o co 2 6TC> Of ca O t0 m n 4'74" H ST. LUCIA-CM 3 s TROPICANA-MP 3'-6" CAF t � 6,000 gal.approx. MALIBU-CRUD 2,500 gal.approx. 12,00 02 4,400 Gal.Approx. CAMBRIDGE-LN H 318,000 gal.approx. X a .. c rn m E J V 20 30' 22, 16' o � - in o Ll 3'5" 3,�" CLEARWATER-SP MAUI-MTK Aruba-ARU Bar. 3,600 gal.approx. LAGUNA-LG 2,300 gal.approx. 5,200 Gal.Approx. 18! 10,000 g approx. 3'-5" AVAILABLE TO 45' IN LENGTH 36 _ - �f--26' -1 35' � CV L UfL 1. 3-6 —T PANAMA II-BL 6 +6 T— —� Gallons Vary OLYMPIA-FR16 EMPRESS-FR12 15,250 gal.approx 7,600 gal.approx. CANCUN DELUXE- r 0- 11,500 gal.approx. 42' 40 "'-2 34' CD �- 30' cc m 16' `r° 15' � U r m L 1 . , IL _ 7 ..$'-10" IL E y o Majesty-FR14 Oceania-BHGI 11,200 gal.approx. z o 19,300 Gal.Approx Venice-TGEN : Coronado0 Approx. BHBI m g w 16,000 gal.approx. lL u NTI-VORTEX LOOR DRAIN (SU DRAIN (SUCTION OUT 2"0 OR LARGER �� 1}4"0 VENT LINE (SUCTION OUTLET) CIRCULATION LINE HI ATMOSPHERIC VENT PIPE LENGTH MINIMUM=16'MAXIMUM=30' 18"MIN EQUAL TO 24"MAX (EXAM CIRCULATION LINE OU GENERALNOTES STANDARD NOTES: 1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS. 1.USE 2'SCHEDULE 40 PIPE. 2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2O16 CALIFORNIA BUILDING CODE. 2.DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE. 3.CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS 3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. MORE THAN 18-ABOVE WATER LINE. 4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME-Al12.19.8-2007 AND DRAIN COVERS MEET THE 4.KEEP VALVES WITHIN S OF THE PUMP AND/OR FILTER REQUIREMENTS OF ANSI/ASME Al12.19.8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND 2013 ANSVAPSPACC-7 SUCTION ENTRAPMENT AVOIDANCE. 5.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE.FOR METHODS AND MATERIALS OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON FILE WITH THE BUILDING DEPARTMENT. 6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. 7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SECONDS B.MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM 9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. SUGGESTED DETAIL VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD (COVER MUST COMPLY WITH MODEL SP-1019 ANSUASME A112.19.BM) m SUCTION OUTLET m E (MAIN DRAIN) 2-90°ELBOWS Cn Co a C SE\NOBS �3 E 2"0 Y T MUM DISTANCE 2'MIN Z'Q TO VENT TEE j ro SUCTION OUTLET Y 0 CONNECTION=1' m m (MAIN DRAIN) Y0 FINISHED GRADE r a /ALL SUCTION 14*0 VENT LIQ �\\ a 1 PIPING TO v 0 ALL VENT Y 0 0 C PIPING 114' ,p . _ X-0 �9B +o C ca n ti S E E J o y.0 NOTES: .ALTERNATIVE SUCTION OUTLETS SYSTEM MAY INCLUDE 1 ON THE BOTTOM AND ONE ON OPTIONALATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON (� VENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS Z WILL NOT BE BLOCKED BY DEBRIS, LU INSECT INFESTATION,OR MICROBIOLOGICAL CONTAMINATION J DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM ars 5i TO BE INSTALLED IN ACCORD WITH 2O16 CALIFORNIA BUILDING CODE. E m Z a1 (L U A�' AIL -4G [lV'GG C�1L s D 9 G9C 1�'�'l vOO r, T T ° D T 6�3�0�7��700�4 5U 1 Lr;) 1 N0 r;� FARTM NT ,1 OM R S C,,,®N T A(:." T I N F® �A T I ®N NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REGU I REMENT5 OF THE TOWN OF SOUTHOLD AND THE FOLLOWING: STA NAME: INFORMATION M� IA KHUTSISHVILI THIS APPLICATION/ PROJEGT HILL CONFORM TO THE 2020 RESIDENTIAL COPE OF NEW YORK ���n vnE❑ ADDRESS: c15 APPLE GT, SOUTHOLD, NY IIcf71 51TE LOCATION ENGINEERED STRUCTURAL COMPONENTS AS PER A5GE 1-10 GORE COMPLIANCE: I-1-2024 ISSUED FOR :I THESE PLANS HAVE BEEN PREPARED UDER THE 2020 RESIDENTIAL CODE OF NY5. ALL DETAILES AND PERMITS APPROVALS EXPEDITOR INFORMATION .I ,_ �,,. .... �, INFORMATION HEREIN IS CERTIFIED BY THE LISTED DEEIGN PPROFE55IONAL AND IN COMPLIANCE WITH THE FRANK MITOLA .. 4�, �. 4 ' '. . , ,t ;µ�-'s".: ,, T ° .' ' °T,r NAME: .. t +P-i''" ' r= 1. ,� a •• r!, 1 FO OWING. ADDRE55: PC) BOX 572, ROGKY POINT, NY 11-M5 .�,4- �. ; ,. :� ,• �� », " LL �•* s # ` -^"" I. 2020 INTERNATIONAL RESIDENTIAL GODS FOR ONE AND TWO FAMILY HOU5E5 PHONE: (631)433-4475 ,;� .; s•` .;_' �.. - {" ,,, ,, t a 2. 2020 NY5 UNIFORM CODE SUPPLEMENT EMAIL: PE:RMITMEFRANK®CcMAIL.GOM �-{ r.. ,, r ,`. ": , .., rr �.,' .r' '' �.. ': j . . �,, * �'� `; ' +'� i,f'„ ;fa?'' 4. ENGINEERED 5TRUGTURAL COMPONENTS PER A5GE 7-10 �, ,�`' 5. WOOD FRAME GON5TRUGTION MANUAL 2015 EDITIOV FOR ONE AND TWO STORY FAMILY DWELLINGS F _rev nq" Y> �� ''�j ..(': ',r"' •• i-•'A"" sty , �, w p" - -' .q ;,,' .y ,Y°'"-� ` `'* =,w„ ,,,, ;�a. «• 4�`. t„., • `S'1�?.• c � .x*'., jd'6^ .�` •'�,R,, , C.�'' •,.� ;', THERE SHALL BE NO DEVIATION IN GONSTRUTION PREGTIGE FROM THE REGUIREMENY5 OF THESE DOGUMENTS. F ® 55 1 ®NAL 5TATMN .t '. �; . . .. : . ':� -' x �. a d "". .§. ', y. °' "` .r' ,( .".,. d, �,;a= ,a'R +'.a llr` 'rz' C> ;.° MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ON PREFROMANGE DATA •� ,r ... 'a.i [ .. i""" .,.,, +�. +sue.„c r' G, ^r,.` ";fr4"r.` '.A,. +3 i - hy.,, "` E ,,� r`°-~'" <_ °'��.; =-, a ' ,.f'1 4 .-• _, : ?, m: •= "`N`, ' . , ° .-" ° y ,,;°. « , "7, +� :� AND MANUFACTURERS REGOMMENDATION5. AND SUBSTITUTIONS WILL BECOME THE BURDEN AND F® N 0� C®� C®MFL I ANC �, e 1 4 � „ { «k _ . " 's q. : ,� � �, °•.A t" w RE5PONABILITY OF THE GONTRAGTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING '" °"`' . f ' s° `p F • '•` '�° rN PROGEDURE5, INCLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST RE5ULT5, ETC. BELIEF AND PROFESSIONAL JUDGMENT SUCH PLANS � Y .`° • Y .R "$ t TO THE BEST OF MY KNOWLEDGE, " �". ` •r r"� a ;-- fir' .�•P. • » ° .+ . AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE CURRENT NY5 ENERGY CODE. - - _ y Y,.r", Q �i�,-.Be+4"",+'`,�"' P."",ws'".' • s'`".r .".e , ..r•-. s'«. .,�so--+.t � ' 4 ,- ; d• rF * �P , s 1; �,� ,, . . • _� � 41 - 1• ,, ,, °.� y. :4 ALLO mil. 1:� FLEC71®'N5 OF 5T UCT. yin m �; •,y-t °' `F• Tar > +"` s ....:10.gaM di T' • °. .r .« ,at. m' 7) _ , r .� .. b .. s- t +r, , ;-',t'r--- `t'-*}1'.n, Y • _.®yi'...,.r-,. M1. :>e sew ,t L4 . _; ;� 1• .r V� _ �� Wit. STRUCTURAL MEMBER ALLOW.�E N E Rt o �� DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/12 W/ NO FINISHED CEILING ATTACHED TO L 180 I. All work shall comply with the 2020 International Residential Gode for one and ` °- ''" `" 1 W / p y � x " � a... ,. � `.� E .,. , RAFTERS two family dwellings, the 2015 Wood Frame Construction Manual and the ASGE-7-05. °• ` ar'r tr£ ` + ,a WV * $" "'" § 'o ', .b", ,d f r " - `« r'+J a ``.{z. rah' ".: 1 e-?` f a .,{ d3°q Gontractor shall coordinate an and all Inspections as required to obtain certificate t y p a '"".- of occupancy on behalf of the owner. ; ° » . 1. d..r `� ,...�,. ,,1`r • ° „A INTERIOR WALLS AND PARTITIONS H/180 2. All work shall comply with the New York State Energy Conservation Gode. See - .� " r�rr'',* + 9 `t "'' '�,y ,' e M •, r ° �»° FLOORS AND PLASTERED CEILINGS L/360 note5. r'�*' k' kpfi'n .r E .-. •° `t "R`'`� s��q f r ...'"P y .. ". ,.u.a. ,r°� `;' • , x, f �•...; 3. All electric work shall comply with the National Electrice Code. Electrician shall , , ,, , - - - ;_ ,' r :�" n -, Ya, . - _ ,'. : e ".,.. ' err *°gym' �:,f ;"' `�, 'r ALL OTHER STRUCTURAL MEMBERS obtain fire underwriters certificate for all electric work and shall submit to owner. ` Ax ,Y,. j,..rr, ?„p '' �.' �« , ` k � . , '*-a t �,,,,,`lp,�• ~} L/240 Provide all outlets and function boxes required for all appliances, pumps, equipment, • ' a Y ` �" •� `re." , ` - 1m " -D ' '� > F p e .. EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 etc. Gontractor shall review service requirements, all lighting, outlets, fixtures, phone ' � ` r `� _ q lacks, T.Y. cable Jack , etc. with owner as required for the full installation and EXTERIOR WALLS LOADS WPfiH BRITTLE FINISHES L/240 satisfaction of owners requirements cnd code compliance and shall provide same. '' _ Architect is not responsible for elect-Ical designs for this project in any capacity. . '•. °°" � " EXTERIOR WALLS LOADS Wf H FLEXIBLE FINISHES L/120 '"*tf � �' � r,f � `r b� �, � (. ,p' --p °r e" . �,�`f,"y,J:.,,A `e• � r,r«. ,4, "Wy N,••' 4. All plumbing work shall comply with the National Plumbing Code and all local codes. ii P+>' r � ' - ' f•' ` ; „� _. ' °`` P g g ,� �. •x'.{ .a '° .w_ ..� , a, ''� NOTE: I y �i4 �. �1`f h i �r Q tfiP �. *, ar d, : 3 �r ' Gontractor shall review with the owner the requirements for plumbing installations ; + f* q-' ? � - � 1� � }` d� ,d' `�' I�, �Y �'. ; � �_` e� �,- �'; `�'`a .,� ��.R; � � L=SPAN LENGTH, H= SPAN HEIGHT. a P 9 ' t' ` da k x r,"', �Y` ,.o r .�`: including but not limited to fixtures, trim, accessories, etc. and requirements for water ,+; ,, .` ;' * , •' r ti _. A. THE SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF service and domestic hot water. Architect is not responsible for any plumbing systems ,':` •, r t t r° �* `' °' kr -. a„ `iy '' , �' ,' _ ', DETERMINING DEFLECTION LIMITS HEREIN. in an capacity. Gontractor shall rovlde sanitar system in accordance with the tl"." A A i f `• ~ r B. FOR CANTILEVERED MEMBERS L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. owners approved site; plan and shall coordinate all inspections required for approval - , ;, , ' �`, `, ,°_ c. , r"- ` r r�•?• ro t ' LEVER. of same. And surveys Indicating final tank locations shall be by owners surveyor. �+ ' # • 'w; f r ', Gontractor shall provide, surveyor with information as required. r' 4• ¢ " •r �" " ' _ ' ` r` ' r' ;ra 4 ' p y a i Va. yam. •d wE �,1 i, d.tl ,, , , 6 & . m a r �. + 4. I • Fry. ,ry d4 �# �..r� "'r.'t .tti' ,� r.(-�u�`�cw*s1/ x -aAel�• +>+ J `C{'• d' `� '''=''"� 5. All H.V.A.G. work shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention ;' -M , ; a r P, ^ y ` }x • - r�^'. - " - �` IF CLIMATIC A and BuildingGode and Ener Gode. Gontractor shall review all mechanical systems -,t " :'' " ` •' M Nil G�OC�RA�'H I G D51 CAN TERI ATA�L�At{ w _. GRI W gyi M K '` yin fi' r s. f. qr v 'y t x � A « Y"U s ��` NI 1 m ., (�` V d wr a S' with owner for type of system to be provided (I.E. oil, gas, or electric hot water or ,*> , p-- . .. - tp ' .+ rn � �.• -,. "�.t '. f.-' r ' .,: Wks f Y1- , ; - t:. _ 't4 E �. ' , �'. R30I.2�1) (SU`��1.. �IT1�� ^ - ��• y,,-.. J <nw, •r y, !..° i°3 }h , '. "trilh.. i< . 'v`'r tt 11b „`" , r .'IE"' 'S .*[ a. ,' j- ,r...,_ {-. �r i � 'i GOU air, etc.) Including air conditioning requirements. Architect is not responsible for ;'°'. » .+ $,;,w. -, ° °. ; :� f..� `' r °;.* If"'• �„ r"•t , -( - , WIND DESIGN SUBJECTTO DAMAGE FROM it onditlonln systems in an capacity. f+ k''t i •" t ` t "z ` °` *F "" ` ¢¢ x>" { mq 1, -� GROUND SEISMIC WINTER ICE �I heating Ora G - t* .r F s „ }. FLOOD MEAN I - M ., ° q p. "'" ( SNOW TOPOGRAPHICAL SPECIAL WIND-BORN DESIGN Weeheri DESIGN BARRIER AIR FREEZING / 6. Owner shall obtain any and all required permits prior to allowing contractors to <, ' ,r ec, . ' r' ' * ', 1 ' ', SPEED MP WIND DEBRIS FfO�luiedepm Temtite HAZARDS ANNUAL + d 1 r °y ';'.a ka J 1' A * I LOAD SPEED(MPH) EFFECTS CATEGORY TEMP REQUIRED INDEX w proceed with any of the work. .rk, . � $, REGION ZONE TEMP '^y/ y ' .,x` .��" .. L.; 1 milefram +�- 7. All site work Including sanitary system, utilities, easements. setbacks, elevations, •,- ±' , *` r ."1,`- °� Yl 3 ; .�: �" x �� t z' " 20 130MPH NO NO coast B SEiERE BOF3FTBFG MODERATE II 11 11 O g Min h.': :r ��,.7 1sK .> 1 w. .- t t ° a TO HEAVY SEE BELOW YES NO 599 51 �-1-� drainage, retaining walls, etc. shall be in accordance with a site plan prepared by the i'` - ' ,. g -; _ �. '`' y. • .t " :. ` = "a' T ' ' . I--I owners surveyor. The Architect is not responsible for site designs of any type in any �; • „ry D , ' ! 4 :' r -' - ' " k k , �. '`„ capacity. MANUAL J CRITERIA 8. All work shall be performed by licensed contractors whom are experienced with °- '... ALTITUDE INDOOR DESIGN HEATING TEMPERATURE --�p - ELEVATION LAT WINTER SUMMER the type, of work been performed. All contractors shall maintain liability Insurance and ) '� �`. ` °' y " '� '4 r'• « ¢: • �"` i '' ` 3 + "` «`* .x r"""'» HEATING COOLING CORRECTION DESIGN TEMP DIFFERENCE yp g p y "., e„ c r^ , 1 .''' 1r' r `,v" d "L « ' " •' "- 4'' Q... "* -a. r FACTOR TEMP COOLING workers compensation insurance in connection with all work being erformed In > •-" _ _°�. 1 `. o d '° r t , .R ; ¢' N p g p , . � �' - .. ,., ,.00 a. .. q Wy 8 "1 z .. -% ,r t 108 FT 41'N 15'F 86°F 70°F 75°F 55'F J-�- ++- p , r9 %` s `'° "':'". ¢ R ie COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT I-1 +. - G"y ',e Ik s •; sI �.,;`m' F ., ,. E, t �w«,,5+ „',' }, a DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY Q. All materials, systems, e ui ment, fixtures, etc. shall be installed in strict '~ ; « { w ' n^ t,' °, t 4, ` , a ,, 1d, k> s ..+e : DIFFERENCE HEATING COOLING WET BULB O y a p ,:«n..re " .� ! -^�.•'a �' ,e>.. '^s, ;1` Q '..,..� ,e1.� J, .- ,• .p' ,.i 'z'`. ° ""° ,"y�.`� :.,�' �` r.m `, t r :, compliance with the manufacturers written specifications and Installation instructions • 7 , :- > + :..f, :�► � , .. .; ; °.' :; », ' ,-' tt ' ri 11°F 15MPH 7.5MPH 72°F MEDIUM(M) 4py, 32GR�50%RH 1n-luding all clearance, + ' _ ... . . . Ix e , _``a .' '": �: .�" p 's for service, etc. ° v • s ' 1''`' " « *+�+ a,x i to_ L �e - '' ` 3, °'° 'S a g'". / w _ E.R w; »i * _ i. aS ' 1.` `it'!: r CLIMATEZONEIS4a O 10. All contractors shall warrant their work in writing to the owner for a minimum FORSI:i POUND PER SQUARE FOOT=0.0479kNIm.02,i MILE PER H0UR=1.6091q* period of two years. I ®� I ® � I a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECEtSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE U ] v l 11. The Architect shall not have control or charge of and shall not be responsible I� FILLED IN WITH WEATHERING INDEX(le.,'NEGLIGIBLE','MODERATE*OR*SEVEREJ FOR CONCRETE/S DETERMINEDFROM THE WEATHERING PROBABILITY MAP PFnURE RR301 2(3)1 O1 11 , THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTMC34,C55,C62,Cn,C90,C123C2160RCWZ Q LU for construction meads, methods, techniques, sequences, or procedures, or for safety b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE RR403.1(i).TIE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTHOFFOOTING programs in connection with the work or for acts or omissions of the contractor, SGAL�: N.T.S. BELOW FINISH GRADE. 1- subcontractors or any person performing any of the work, or for the failure of any of C. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH'VERY HEAVY°,'MODERATE TOFAVr,OR'NONE TO SLIGHT-IN ACCORDANCE WITH FlGURERR3012(6)DEPENDING ONWETHERTHERE them to carry out the work in accordance with the intent of the contract documents in HAS BEENAHISTORYOFLOCALDAMAGE. d. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH'MODERATE TO SEVERE','SLIGH TO MODERATE'OR'NONE TOSUGHP IN ACCORDANCE WiTH FIGURE RR3012M DEPENDING ON WETHER that said responsbblity Is the sole responsibility of the contractor. THERE HAS BEEN A HISTORY OF LOCAL DAMAGE O 12. All exterior doorEi, roofing shingles, trim, siding, etc. shall be reviewed and e. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WJD SPEED MAP[FIGURE RR3012(4)]WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON Q SITE-SPECIFIC BASIS IN ACCORDANCE WiTH RR3012.1A., O _ approved by owner. ,. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH SEISMIC DESIGN CATEGORYDETEMINED FROM RR3D1221. 15. All interior finishes Includingbut not limited to walls, flooring, tile, etc. shall be g g. THE JURISDICATiON SHALL FILL IIN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE reviewed with and approved by owner. OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(8)THE DATE(S)OF THE CURRENTLY EFfECTIVEFIRMANDFBFMOR OTHER FLOOD HAZARD MAP ADOPTED BYNECOMMUNiTY,ASMAYBE d lY 14. All miscellaneous interior items Including but not limited to doors, trim, fireplaces. AMENDED. closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and h. WINTERSEE DESIGNRE TEMP) ATURE:OR UNDSNQWLOADs. WINTER DESIGN TEMPERATURE: p� approved by owner. . INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOORTEMPERATURE OF NOT LESS THAN 68'FAT A POINT3 FEETABOVE THE FLOORON DESIGN HEATING DAY pG30dGC�4#o ��[/� • SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75-COOLING 15. Where existing walls, posts etc. are removed It is the responsibility of the, DEGREE DAYS(NY LaGUARDIA)4811,WINTER DESIGN TEMP 15-F,DRY BULB 89°F,WET BULB i�'F(20201PC APPENDIX D) contractor to provide: temporary support, shoring, bracing, etc. as required. . AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORYkND SURFACE ROUGHNESS IS B • USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND PROJECTS-2483 95 APPLE UUURT T-I.DWG LIVE DAD 30 10 ROOF: SNOW LOAD: PER :12 PITCH 40 10 DECKS/PORCHES RK D G• INITIAL LATEST ISSUANCE NO. DRAWING TITLE ISSUANCE REVISION NO. 4 DATE 40 10 ROOMS OTHER THAN SLEEPING ROOMS Sue� UTH U'-O� LD NEW -w� 11971 T-i TITLE SHEET I-7-25 JANUARY '� 2025 A-I BASEMENT FLOOR PLAN, REFLECTED CEILING PLAN 4 NOTES I-7-25 30 10 SLEEPING ROOMS A-2 MASTER BEDROOM FLOOR PLAN, PLUMBING RISER 6 NOTES 1-7-25 0 S U ON DOC UV N S 0 N R 0 A A IF 0 S 0 I K S S VIL R S D ' C 20 10 ATTICS WITH STORAGE , 10 10 ATTICS WITHOUT STORAGE UWFEET MOo°o I �� 3 3 _I EXIST. E15RE55 -I WINDOW 4 ESCAPE WELL TO REMAIN EXIST. 5" P.G. FOUNDATION WALL e9G[�[r QoLLQNIL`r`l9 LQo�oQo 4' O° EXIST. MTL. LADDER ----------- EX15T. WOOD FRAMED WALL ry ----------- TO BE REMOVED E EXISTING XI5TING � GRAWLSPAGE GRAWLSPAGE EXIST. 2 x4 HD FRAMED 9 WALLS ® 16" O.G. w/ 1/2" U3�"z7Zl7"00 C.W.B. EA. SIDE. PROVIDE 3046 R-15 BATT INSULATION t �" o TALL PERIMETER LWALLS. TO o ATION AT 14'-10" ,�o+°` Q Q Q Ll REMAIN I7 7 TO BE vRY[it EXIST. _ EX15T. 2"x4" HD FRAMED .HAU5TED T 5HIPLAP N (6-8) 5TORAGE HALLS 6" O.G. SIDE./ " TYPE )DE FINISHED APPLIED 050ROOM OSD (NO CEILING) !I HR. RATED) , TO WALL e WAs R N + o u) LAUNDRYLAUNDRY I 3 3/4„ � Q ROOM Q REG ROOM Q p O SMOKE DETECTOR REG ROOM ,SELF CLO51 v FIRE RATEDNC 05D ® CARBON MONOXIDE Q DETECTOR SD 6a DOOR EQUIPMENT { LINE OF SOFFIT UTILITY Q Q 05D ',:; +`: EXHAUST FAN MIN 15 GFM ROOM `:. ROOM Q' /4 BUILT-IN SOLAR - ----- QN EQUIPMENT .:_ 6" DIA. HLB QUIGKLINK LOW 4U_O rR _ - l6' ").t?11t1. ... .. ' ..:......:..:•;r.. dJ :• °..: ....; ...•. , Q VOLTAGE PHASE GUT GANLE55 --------------- :.'. DOWNLIGHT MODEL HLBQL6OgcIF51E �����o " '-6 I/4" BATH BY HALO/COOPER L16HTINO OR 8'-10 3/4 v �+ SIMILAR ti+b roCIL. (V 1-7-2024 ISSUED FOR 13ATH 7 BOILER (6' ") (6'-8 ") Q (6'-II") CEILING HEIGHT PERMITS APPROVALSVC) - Q 5TOR,66GE RG10M O STORAGE ROOM - Q ® REFERENCeE N07E5 : -- Q UP +�o R302.Q Hall and ceiling fini5he5 not including trim, door, and window frames shall have --------- Q a flame-Spread classification of not greater than 200. Hall and telling finishes shall I E.P. have a Smoke-developed index of not greater than 450. IC E.P. L----------- ° R302.14 Combustible insulation shall be separated a minimum of 3 inches from m -b 1/2" a+� 10'-lo I/4" GYP BOARD recessed lighting fixtures, fan motors, and other heat-producing devices or CEILING separated in accordance with the conditions stipulated in the fixtures listing. Recessed lighting installed in the building thermal envelope shall meet the 50UARE f=007AeE:5: requirements of Section N1102.4.5 BASEMENT (UNFINISHED) = 323.30 S.F. R30& Glazing at hazardous locations shall have glazing protection in conformance I IO PLAN BASEMENT (FINISHED) - 43a.84 S.F. with r305. In general, glazing in all doors and fixed Side panels, Clazin95 less than '�I PLAN- I `l 60" above surfaces of tubs showers, etc. Glazin within 24" arc of doors in closed I �l ®® 2 MASTER BEDROOM = 375.02 S.F. position with sills less than 60" above floor. Glazzings over a square feet and less SG�4LE: I/4" = I'-O" than V' above finished floor. Glazing near Stairways/landings. See complete text of SGAL_E: 1/4" = 1'-0" R30&.4. Glazing for specifics on locations and exceptions. R308.6 Skylights and Sloped glazing shall comply with this section and have fully tempered glazing. R30Q Garage opening protection and separation required to be as noted and in conformance with R30a. Garage floor surfaces shall be sloped to facilitate the movement of liquids to drain toward the main vehicle entry doorway. R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear opening width, 44" max still height. FINAL, INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL GONFORMANGE WITH THIER RESPECTIVE CODE 5EGTIONS. ARGHITEGT 15 NOT RESPONSIBLE FOR THESE INSTALLATIONS. R311.7 Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not w project more than 4.5 Inches on either 51deof the stairway and the minimum clear (, width of the stairway at and below the handrail height, including treads and landings, EX15T.WALK-ABLE MTL. HINGED GRATE EXI5TIN6 FIR5T shall not be less than 31.5 inches where a handrail is installed on one side and 27 w - (2) 2 x 4 EX15T R-30 FLOOR inches where handrails are provided on both sides. The maximum riser height shall be O t-- TOP PLT5. &.25" and the minimum tread depth shall be cl" in conformance with R314.2. Minimum - Ex15T.a"P.G. EGRESS WELL headroom 6'-8'. All stairs Shall be provided with illum►nation in accordance with 0 EQUIPPED WITH A PERMANENTLY EX15T. F J. ® 16" 0.0. Section R303.4. EnGI056 accessible space Under stairs 5hGi have walls, under Stair Cl� AFFIXED LADDER U5ABLE w1TH THE Em surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. w WINDOW IN THE FULLY OPEN POSITION. >-- Z LADDER REQUIRED AS PER LOCAL EXIST. O BUILDING GODE5. R311.7.5 Handrails having a minimum and maximum heights of 34 inches and 35 inches, LU Z 2 x 4 DROP GEILIN6 DUGTHORK DROP GEILIN6 respectively, measured vertically from the nosing of the treads shall be provided on a �- v FRAMED ® (6'-8") • GYP. ® (b��q ") FIN. GRADE (VAR at least one side of stairways. All required handrails shall be continuous the full I_4 F VA I HALL BOARD- j length of the stairs with two or more risers from a point directly above the top riser � � SOFFIT a (e-4" M1N� Exlsr. of a flight to a point directly above the lowest riser of the flight. Ends Shall be 2x8 5TL. GIRDER i returned or shall terminate in newel posts or safety terminals. Handrails adjacent to � � E r O _ _ _ a wall shall have a spce of not less than 1.5 inches (38mm) between the wall and the Z w1m handrail. The handgrip portion of handrails Shall have a circular cross section of I-I/4 F--I O Tw3o46 BY ANDER5EN � _ :_ I inches minimum to 2-5/8 inches maximum. Edge radius of I/8". - _j R312 Guards are to be a minimum of 36 inches (ci14mm) in height. Open sides of stairs ^/ O z _ 28" INTERIOR with a total rise of more than ~ 1;2 R 15 BATTc0OR EX15T.FOUNDATION 30 Inches above the floor or grade below shaIl have Z IN50L.. EXISTING LVF FLOOR yLL guards (each Side) not Ie5s than 34 inches in height measured vertically from the p 11.JTO REMAIN nosing of the treads. (Second story guards are recommended to be higher)EXIST.FOOTING I LU R514 5ingle'and multiple-Station Smoke alarms shall be installed in each sleeping cr inx 4 P.T. room, outside of each separate sleeping area in the immediate vicinity of the p BOTTOM PLATE bedroom, on each additional story of the dwelling, including basements. The alarm CQ devices shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all O �] bedrooms over backround noise levels with a I I intervening doors closed. All smoke @ J] alarms shall be listed and installed in accordance with the provisions of this code a - and the household firewarning equipment provisions of NFPA72. R3I5 Carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms. Where a fuel-burning appliance 15 located 2483 within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Garbon monoxide alarms shall be listed in accordance with UL 2034 and UL 217. @QP FdIRo PROJEGT5-2483 R702.-1 A vapor retarder are required on the Interior side of frame walls in Glimate A-I.DWG Zones 5, 6, 7, 8 and Marine 4 with the exception of basement walls and below grade IN portion of any wall. P)R&W8DK@#1-3 R507.1 Attic access. An attic access opening shall be provided to attic areas that exceed 30 square feet and have a vertical height of 30 Inches or greater. The rough-framed openinh shall not be less than 22 inches by 30 inches and shall be located in a hallway or other readily accessible location. A 30-inch minimum unobstructed headroom in the attic space shall be provided at some point above the access opening. See Section MI305.1.3 for access requirements where mechanical equipment is located In attic. RIOOI.I Masonry chimneys shall be constructed, anchored, supported, and reinforced as required in this chapter and the applicable provisions of Ghapter5 3, 4, and 6 with applicable clearances to combustibles and fire5topping. �M��IJ IJV�oo 2 0f 3 TABLE 5.1 FASTENER SCHEDULE FOR STUCTURAL MEMBERS JOINT DESCRIPTION NUMBER AND TYPE OF NAIL SPACING FASTENER ROOF FR,4MIN6 Rafter to To P Plate Toe-nalled 3-8d per rafter �=RAt,--I I I VO N07r=J: Gellln Joist to T612 Plate Toe-nailed 3-8d l2or jolst Gelling Joist to Parallel Rafter Face-nailed 4-16d each IaI2 I. ALL FRAMING LUMBER SHALL BE GRADED 5TAMPED DOUGLA5 9 ° Gellincl Joist Las over Partitions Face-nalled 4-16d each lap, FIR-LARGH 5TRUGTURAL GRADE NO.2 OR BETTER. Collar Tle to Rafter Face-nailed 4-Sd i2er tie 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/&" MIN. E31or,kincl to Rafter Toe-nalled 2-8d each en ��g aOLaMOG3� La�'IC �nIMC Rim Board to Rafter (End-nalled) each end THICKNESS OR AS NOTED. EXIST. WALL FRAMING 3.3. AL 5UBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR. ���n722nnMM g MMM {� �LIVLSWW�° p LIV Lf �� � ll To Plate to Top Plate Face-nalled) per foot EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO ToI2 Plate at Intersections (Toe-nalled) 14-16d joints - each side BE SET ON SOLID BLOGKINS. GLUE AND NAIL PLYWOOD 24'-o 3/4" Stud to Stud Face-nalled 16d 24" o.c. 5UBFLOOR TO FLOOR JOISTS. rn i ����❑ er (Fa Header to Headce-nalled 2-Ibd 16" o.c. olon edges 4. ALL HEADERS 6'-0" AND OVER SHALL BE 5UPPORTED WITH X_ i ❑ DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. ALL ToI2 or Bottorn Plate to Stud End-nailed 2-16d 2cr 2x4 stud HEADER5 SHALL BE A MINIMUM OF 2-2X& OR AS 5HOWN ON i N 3-I6d per 2x6 stud i LINE OF CEILING -I 4-I6d 12or 2x8 stud DRAWINGS. V5PLAY ABOVE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND EXIST. LVP Bottom Plate to Floor Joist, Band oist, End joist or Blocking Face-nalled7 2-16d per foot FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED ® W-O" O.G. FLOORING FLOOR FRAMING MASTER 3�3EDROOM PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. Joist to 5111, ToI2 Plate or Girder Toe-nalled 4-Sd per Iol5t b. DOUBLE FRAMING AROUND OPENIN65(skylight5,5tair5 etc) OR AS tti�t i EXIST. CORNER E3ridciln.q to Joist Toe-nalled 2-bd each end NOTED ON DRAWINGS. X - ' 50AKING TUB TO Blockinq to Joist Toe-nailed 2-8d each end LPN i — REMAIN T31ocking to 5I11 or Top Plate Toe-nalled - each block 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS Ledger Strip to Beam Face-nailed 3-16d each Joist OR AS NOTED ON DRAWINGS. -1 Joist on Led er to Beam Toe-nalled 3-8d 1per Joist 8. ALL FLUSH WOOD GONNEGTIONS SHALL BE FASTENED WITH _cz ' (� Band Joist to Joist End-nalled 3-Ibd I Per olst RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR EXIST. Band Joist to 5111 or ToI2 Plate Toe-nalled 2-16d 1per Joist APPROVED EQUAL. i CERAMIC TILE - �J,/� ROOF SHEATHING ci. PLYWOOD 5HEATHIN6 TO BE NAILED WITH SD ® 4" O.G. \�� iy LOOKING d (/r Structural Parcels 8d 6" ed e / 6" field INTERMEDIATE. M EXTERIOR EDGES AND 6D 12 O.G. INTER D X Diaclonol Bo a^d Sheathin l0. ALL ROOF RAFTERS SHALL BE ATTAGHED TO THE PLATE AND I"x6" or I"xb" 2-Sd er su ort tt ��� o I"xl0" or wider 3-8d per support STUD WITH GALVANIZED HURRICANE TYPE H7 GONNEGTOR5 BY a-II "SIMPSON" OR APPROVED EQUAL. 4'-II" CEILING SHEATHING II. ALL PRE-ENGINEERED LUMBER SHALL BE "TRU55 JOIST" TJl TUB. 1-7-2024 ISSUED FOR sum Wallboard 5d coolers 7" ed e / 10" field 5ERIE5 WOOD-I-BEAMS AND LVL PRODUGT5 OR EQUAL. ALL PERMITS APPROVALS WALL SHEATHING JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARINS 2' 10 1/2" EXI5TING SECOND STORY Structural Panels 8d 6" ed e / 12" field STIFFENERS INSTALLED AS PER MANUFACTURERS je Fiberboard Panels RECOMMENDATION5. WEB STIFFENERS SHALL BE REQ'D AT ALL 7/161, 6d 3" cdcle, / 6" field LOAD AND BEARINS POINTS AT A MINIMUM. A 51NGLE 1-5/4" LVL 25/32" Sd 3" edge / 6" field RIM J015T SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, sum Wallboard 5d coolers 1" cdcle / 10" field 5TORAGE, AND ERECTION OF COMPONENTS SHALL BE A5 PER Hardboard 8d 6" ed e / 12" field MANUFAGTURER5 REGOMMENDATION5. Particleboard Panels 8d 6" ed e / 12" field 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. �/(��� � � ®® FLAN (2_Nr�) FL®® 1Dla onal Board Sheathin " l I"x6" or I"'x8" 2-8d per support ort MACHINE BOLTS @ 12 O.G. I"xlO" or wider 3-8d er su ort 15. PROVIDE FIRE5TOPPIN0 AT ALL LEVEL PENETRATIONS. I SCALE: 1/4" = P-O" FLOOR SHEATHING 14. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND FLOOR Structural Panels BEAMS, 5PAGING NOT TO EXCEED 8'. I" or less 8d 6" ed e / 12" field I I f greater than I" IOd 6" ed e / Co" field �I I GAL OTE5, Dici onal Board Sheathing I"xb" or 1"x8" -2-&d per support x o or Alder 3-&d per support SMOKE RETEGTOR5: Q5 ROOF SHIN6LE5 INGLUDINO GARBON MONOXIDE DETECTION: PROVIDE BOTH 6701v. stl., min. 12 ga. shank w/ a min. 3/&" dla. head. fastener shall penetrate AS PER GODS, TO BE HARD-WIRED AND INTERGONNEGTED. Asphalt roof shingles through the roofing materials and a min. of 5/4" Into roof sheathing and shall (NOTE: ALL DEVIGES, MAY NOT BE SHOWN: VERIFY ALL roofing manufacturer and provide no less than 4 fasteners per strip shingle. LOGATION5, ON ALL LEVELS). 1 Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing is nailed 3" on center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates shall be used to maintain the load path. 2 When wall sheathing Is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. 411 VTR 411 VTR R00r- JIL J L w I U z 1 _ < 1211 w tL I ;4 < C � w TUB O � O I 1 V2" SGO1�1� �00� a v u- z LU C) O err O Q �' SMOKE DETEGTOR 11 211 r----- ~ ------------- ----------T------- ---� O w EXIST. 8" P.G. FOUNDATION ® CARBON MONOXIDE i I I i SGHD APPROVED Z O TIE INTO EXIST. �/ lT WALL DETECTOR UTILITY 1 1/2" i SEPTIC SYSTEM dJ ----------- EXIST. WOOD FRAMED WALL F SINK i ;I I/2" i 2" Z Om J ----------- TO BE REMOVED EXHAUST FAN MIN '75 GFM LAV. CL EXIST. 2"x4" WD FRAMED 6" DIA. HLB GUIGKLINK LOW 1 1/2" 1 1 °° O WALLS 0 16" O.G. w/ I/2" VOLTAGE PHASE GUT GANLE55 HASH //��I I //�� /� O G.W.B. EA. SIDE. PROVIDE O DOWNLIGHT MODEL HLBQL60a4F51E GJ4�CU��� �®0�1�t� �: G �� O i 00 R-15 BATT INSULATION 4 �" BY HALO/COOPER LIGHTING OR i WG 1 SHR. � J � � O (R-3) RIGID INSULATION AT SIMILAR G.O. ; 1 1/2 T ALL PERIMETER WALLS. TO BASEMENT (UNFINISHED) = 323.30 S.F. REMAIN CEILING HEIGHT BASEMENT (FINISHED) = 43Q.&4 S.F. a EXIST. 2"x4" WD FRAMED MASTER BEDROOM = 375.02 S.F. 311 SE ( WALLS ® Ib" O.G. w/ �" TYPE AGE � I HR. RATEp) X G.W.B. EA. SIDE. PUMP PR@)QM@7#1'3 2483 FOL[Ro PROJEGTS-24& P L U M B I I}� OR15ER � I A O A I �'�/I A-2.0WG SCALE: N.T.S F2Q lwM#g c mpu MO°o 5 of 5