Loading...
HomeMy WebLinkAbout47658-Z �o�g�Ef01�-co Town of Southold 6/30/2024 a y` P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45323 Date: 6/30/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3870 Stillwater Ave., Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-1-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/22/2022 pursuant to which Building Permit No. 47658 dated 4/8/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including front covered entry and front second floor covered porch,to existing single-family dwelling as applied for. The certificate is issued to Galante,Carlo&Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47658 5/13/2024 PLUMBERS CERTIFICATION DATED 5/15/2024 r\ r-"CarloNlante 17 Auto 'zed ature ��o�SUFFni,��o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47668 Date: 4/8/2022 Permission is hereby granted to: Galante, Carlo 7 Dunton Ct East Northport, NY 11731 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3870 Stillwater Ave., Cutchogue SCTM #473889 Sec/Block/Lot# 137.-1-11 Pursuant to application dated 2/22/2022 and approved by the Building Inspector. To expire on 10/8/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $813.60 CO-ADDITION TO DWELLING $50.00 Total: $863.60 Bui ding Inspector pF SO!/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �o sean.devlinc@—town.southold.nv.us Southold,IVY 11971-0959 Q�yCOW T`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Carlo Galante Address: 3870 Stillwater Ave city:Cutchogue st: NY zip: 11935 Building Permit#: 47658 Section: 137 Block: 1 Lot: 1-1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE - Contractor: Electrician: Gerard Electric License No: 40564ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 36 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt 50A Recessed Fixtures 22 CO Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan 1 Combo Smoke/CO 2 Transfer Switch 200A UC Lights Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect Switches 1$ 4'LED Exit Fixtures Sump Pump Other Equipment: Car Charger Outlet, Central Vac, 200A Panel 30 Circuits /29 Used, (6) 120Combo, (6)115Arc Fault Breakers, 200A Transfer Switch Notes: Second Floor Addition & Service Inspector Signature: Date: May 13, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex -Telephone (631)765-1802 54375 Main Road P. 0. Box 1179 COO Southold, NY 11971-0959 MAY 1 6 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. (X4_0 (Please print) Plumber: 0 61fT'1W /T-, (Please print) I certify that n 0 Z) NO 0)1-7112-C- Olk E5 77(� A-'X V (Plumbers Signature) V.5'CS7 C_O-yh &C--FEZ� Sworn to before me this I to-1-k day of M C[U 20 ZLf_ Notary Public, County TRACEY L. DWYER NOTARY PUBLIC,STATE OF:NEW YORK NO.01DW6306900 QQ LiFjEl)IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,ZaZG 1 o�aOF SOUIh° # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE JO [ ] RENTAL REMARKS: 'T CUA�� (� '1 Wit> DATE INSPECTOR lvc J_ 6 l `C �g �oy�OOE SObTyOlo f TOWN OF SOUTHOLD BUILDING DEPT. courmN 631.765-1802 INSPECPON [ ] FOUNDATION 1 ST [ 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: vOA r v� DATE L?/ INSPECTOR OF 30(/1��`0 # TOWN OF SOUTHOLD BUILDING DEPT. G Q 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ Vj."INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: !�- DATE INSPECTOR OF SOUT,f°lo * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 L�4<% INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM KS: k:� C .�Pn.• ply DATE 70A INSPECTOR ho��OF SOUT I /,., V � 70 �l r ff tv� # # TOWN OF SOUTHOLD BUILDING DEPT. 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: G n t DATE Z INSPECTOR . OF SOUIyO� ✓L L� "� - # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION n p[ ] PRE�C,/�O [ ] RENTAL REMARKS: e Iz�ov ��• 1 DATE 1 1 °I 2/7-INSPECTOR MAY 1 3 2024 "1^tii N r1 sir- "'s r l ti, -A :r`� � � ..,�•: �•• �� � .ram �� ta' -4, ti 31 r� 'ti ---ter/ _ T I el i ♦�' �� yam" ,�i r' ''�'�'+s'� ���'�. � W—,_,�,�.. � .• a ,,.• •�. ` � 'tom � r _ ' f ti- r fj (vek Tyvek Ilk lip 1 ♦ -Z!� 4 i r .t aC...iaiw�.'.e ... � ^fSt..�°r•iLw�.�..• - .. .rte •�r '� J� y . R } i 1 1'its: �" n ^�; j�� • a *„ram" . •. 7 � p` �• ' � ` . M !'pAp Mar �f I e� v . i ref \y ; •.� ,_ e i e �J t I e� fall Tyvek y1 �} HomeWrap H, rr■Cost!.n t tvek Tvvek meWrap HomeWrar Jw w� • t � M • y ��- N4 CIF • OV R I 1�f r a e t e is f o- e a`R: ♦e Ms-1 FIELD INSPECTION REPORT DATE COMMENTS �►d -J FOUNDATION(1ST) y ------------------------------------ C FOUNDATION (2ND) v' Z h z �WYY� O C> ROUGH FRAMING& �1 PLUMBING -� lo--)s.aa lasvlAheq v. ewea. 7�> r INSULATION PER N.Y. -� STATE ENERGY CODEIL 't t DtN Q Si N FINAL �¢-Q.�l on MW I C I y VN L/ ADDITIONAL COMM NTS I& r 0 � r . c � b H y x C CrJ 'd H r TOWN OF SOUTHOLD—BUILDING DEPARTMENT y _ Town Hall Annex 54375 Main Road P.O. Box 1179.Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631),765-9502'htti)s://www.soiith'61dtomM.gov 1�I01 �� Date Received APPLICATION -FOR BUILDING.PERMIT For Office Use Only PERMIT NQ. Building Inspector: A I FEB Fn 2022 3 Applications and forms must be filled out in their entirety.Incomplete - TOWN OF SODTHOLD applications will not'be accepted: Where the Applieant.is not the owner,an Owner's Authorization form(Page 2)shall'•be completed. Date: OWNERS)OF PROPERTY:.• Name: SCTM#1000- Project Address:,_. Phone#• . (o Email: Mailing Address:. Lp f}L ,I�TL� S!�f{AJ S' 0 A L CONTACT PERSON: f Name: LO Mailing Address:. Phone#: Email: DESIGN.PROFESSIONAL INFORMATION:, Name: ...__-. < . n Mailing Address:T �j_ _ - .__f;-_-/� _/_ZSP'( _.—� _. r_- -�1�T_ /�_�(�.__�.73- ---- . .____�_ Phone#: (Q Email: 'CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: ..N DESCRIPTION•OF-PROPOSED CONSTRUCTION ', ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: . . . ❑other. Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes No 1 I '9 PROPERTY INFORMPLTION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes IF YES, PROVIDE A COPY. .Check Box'After.Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by. " Chapter,236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,.Ordinances or Regulations,for.the construction of buildings, additions,alt'erations.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 bullding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By ri t name): L/ W DAuthorized Agent caner. Signature of Applicant: Date: STATE OF NEW YORK) SS. .._ .. COUNTY OF. 0 �(AI I l�l -1 Qn being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above-named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have;performed the said work and to make and file this application;that-all statements Contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. 1 Sworn before me this day of., �e 20 Notary Public. . TRACEY L. DWYER PROPERTY OWNER AUTHORIZATIONOTARY PUBLIC,'.S _E OF NEW YORK N0:01 DW6306900 . (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 I, residing at do hereby authorize s to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date . Print Owner's_Name 2 V BUI I G DEPARTMENT- Electrical Inspector APR 14 2022 ' ; .. TOWN OF SOUTHOLD BUILDING TawI Hall Annex- 54375 Main Road - PO Box 1179 ;rrr TOWN OF SOUTMOtD Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aDsoutholdtownny.gov - seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: u / co n. C--� vc. Electrician's Name: e t N,(Lt> V t e ri License No.: M `Io96� Elec. email: Elec. Phone No: y 4 2,C,0I request an email copy of Certificate of Compliance Elec. Address.: 84g l g S i ape c V 'Lo/ JOB SITE INFORMATION (All Information `I Required) Name: cc, A c:) &Cda vl t Address: 0 S // !w v e /l 93 Cross Street: L Phone No.: S (D - k -7 BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES F'9AIO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service SizeET1 Ph❑3 Ph Size: 2C9 0 A # Meters 1 Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on-Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION BUI P�INIG DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD .... BUILDING -awn Hall Annex- 54375 Main Road - PO..Box 1,179 °FSOUTMQLD Southold, New York 11971-0959 Telephone '(631) 765-1802 - FAX (631)765-9502 ' rogerr(@southoldtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ✓ ELECTRICIAN INFORMATION (Ali Information Required) Date: �3 (8 12-IL Company Name: Electrician's Name: �,pe,(2,�j V e 1 License No.: M `IcG-4 ' Elec. email: &e. ra t - c.f(2tCa -tic Co Elec. Phone No: (ri I y y 2(�I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All information Required) Name: C CIL o &cz 6 vi C Address: Cross Street: -A C- Phone No.: S j (o - 91 -7 --2 If a is BIdg.Permit#: 4 ,S�j email: C jA sj4oe Uis�4 77 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): _ Square Footage: Circle All That Apply: Is job ready for inspection?: YES [aNO Rough In Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service SizeEl1 Ph❑3 Ph Size: 2c9 0 A # Meters Old Meter# ❑New Service Fire ReconnectOFlood Reconnect ElService Reconnect[]Underground[]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 1 �� PERMIT # Address: Switches Outlets GFI's Surface �o Sconces H H's; ZZ- L UC Lts Fans Fridge HW Exhaust Oven W/D 3 Smokes DW Mini Carbon Micro Generator Combo .� Cooktop Transfer AC �j AH Hood Service Amps Have Used Special: 7s &a�:TAZ4pj1 v� �-Comment (� Town Hall Annex �. _ y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 ;( P.O.Box 1179 Southold, NY 11971 L0959 w F ` BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTION-AND/OR TIMER.CONSTRUCTION Date: 2. 4 to . 12. Owner: e P G ANr' _M_r Location of Property: .3 'Please take notice that the (check applicable line): New commercial or residential structure !� Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed,at the subject property reference above will utilize (check applicable line): Truss type\construction (TT) ' _k=::= Pre-engineered wood construction (PW) Timber construction (TC) in the following locations) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) !� Floor.and roof framing (FR) ����ADS�� 5 � f Signature:. IAL 7- Name (person-submitting this form): IF-P4 ne Capacity(check applicable line.): � .02653A Oq„ Or � Owner N • ' Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER Ar REFLECTIVE WHITE REFLECTIVE RED PANTONE#187 , H 1/211 The construction type STROKE designation shall be 64.119 c611.13 cc1,1_ 91 6AlV17or &AVIV to indicate the construction classification of.the structure, under _ DESIGNATLO, V FOR :STR:U TURAh section ,602.of the BCNYS COMPONENTS THAT ARE, OF TRUSS TYPiE CONSTRUCTION 'T19 FLOOR FRAMING, INCLUDING ■ GIRDERS AND BEAMS ROOF FRAMING FuIN 11 R" FLOOR AND ROOF FRAMING STANDARDS AND CODES • 1SURVEY'OF LOTS 98 99 A5 5fiQWN ON A CERTAIW MAP ENTITLEO,°MAP OF SECTION TWO,PROPERIY'OF M,5,rmv FILED IN THE OFFICE OF THE CLERK OF THE COUNTY OF SUFFOLK ON MAY*12,1939 A5 MAP NO.I WO SITUATE: 'CUTCHOGUE W TOWN: S.OUTHOLD . s SUFFOLK COUNTY; NY IL9 5URVt1`fD OG-18-2019 F �` S COUNTY UFFOLK TAY A Q ° d � 1 1000'- 137=1 -'►1 _ d A1diQETIIF.IiE:SE GAIANIE ,S'•. i F 021 ) � tea. `9S .✓. / f�' � O i l-'L4 / J t 0 nQ� { l � [ cy: b t. f w'. .:is;nwev:�:ye _ J.OJIN C. EHLEZ5 LAND,5URVEYOR 10 �T IQi •,r++r w a M a�wN r.. � ()a 'f• •Frne:. 'emu•ticudeaQi'aA s.'.tA�:' - 6 EAST.Ma 4 N.5TREET. N.Y..S..UC.:NO. `�*' *�N'. 1 4 1 ..q a f^,<^nY Yta.A'.•i�. . !Aroa =17 7A85 Fk RIVMMM,N.Y. 11901 '369-5285 Fax 369-6287 i Arta O,AI Acid:., - -�..Y_w'..r. wa;.•. a e�ar..*�':rc`.x'i.yt-a..i J eY®�p CSVfV nhne.net •�'4f wrrnci•cc:t.4-r �.Ye....'°`�e•:I: . 5 U RV EY Of LOT5 98 99 N A5 5HO`HN ON A CERTAIN NMI? ENT(TLED "MAP OF SECTiDN T1r`/O, ??,uPE►TY G;- V.5. lhF:G' FILED 11.1 Tff OFFICE OF "�E CLE2(,OF THE COU`JTY 0=5JFFOLK Of-] MAY 12. 1 939 A5 MAC NO. 1230 51TUATE: CUTCHOGUE TOWN : 50UTHOLD PUfEOLK COUNTY, NY � � 5URVEYEM OG-18-2019 ` l 5UFFOLK COUPITY TAY # Q 0 1000 - 137 - I - I I CF,RT')F"IE,t) ITY GARD)GAIANW 4 ��� •Q s ANNF;'FIIRRF:S1:(;A1.AN1'i: G ,� 21— RAJ � •r, t �VC,ti?:'� �i rl 110, 00 G U _ O - ,.• -.�-;' ,gyp-..- \ - i JOHN C. EHLER5 LAND 5URVEYOR. < G Er 5T MAIN 5TREET 1I.Y.S. LIG, HO. 50202 Area = 17,748 Ft ' RIVERHEAD, tI.Y. 1 1901 369-8288 Fax 3E9-8287 Area = 0.41 Acres ^Ai..e = Jev.urve)(Copl:onlrne.net r (i ~ Generated by REScheck-Web software 'I Compli-ake Certificate Project Stillwater ave �i Energy Code: 2018 IECC I Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: i� Designer/Contractor: 3870 Stillwater ave i Kenneth Schulman R.A. cutchogue, ny 209 Lynn Ave, East Northport, NY 11731 6313682388 ksarchitectl@gamil.com Compliance: Passes using UA trade-off •'I Compliance: 3.7%Better Than Code Maximum UA: 160 Your UA: 154 Maximum SHGC: 0.40 Your SHGC: 0.26 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 in the specified climate zone must meet the minimum energy code insulati!n R-value and depth requirements. Envelope Assemblies Prop.Assembly Gross Area Cavity Cont. Prop. Req. or Ceiling: Flat Ceiling or Scissor Truss 971 30.0 ! 0.0 0.035 0.026 34 25 Wall:Wood Frame, 16"D.C. 1,215 19.0 0.0 0.060 0.060 58 58 Door: Glass Door(over 50%glazing)SHGC: 0.26 94 I� 0.260 0.320 24 30 Window:Wood Frame SHGC: 0.26 147 0.260 0.320 38 47 Floor: Slab-On-Grade(Unheated) 37 10.0 0.700 0.700 0 0 Insulation depth: 2.0' 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 be to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requir it d� q EScheck Inspection Checklist. s�,y Name-Title. Signature IC � i' � IZ, Date NO'02653A -s ® INEW( Project Title: Stillwater ave i Report date: 02/14/22 Data filename: ' Page 1 of 9 ,I REScheck Software Version : RESG eck-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'IREScheck 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 refer jnce to that table is provided. 3 ns ,eri i'" - sec fed Fiel'diUerifiezl;:' tion'Ph'n:J (Com ents'_ ;- Complies?;;" m. LAssum 'fion's;: - i=�"�=r-,Valuer..::��'L_, :n� •\/alue,�.`�' _ - P 103.1, !Construction drawings and ' Complies 103.2 documentation demonstrate =yiE]Does Not [PR1]1 energy code compliance for the = it `j :building envelope.Thermal ;"ONot Observable !envelope represented on ;.�E]Not Applicable ;construction documents. 103.1, ;Construction drawings and l` _=i;complies 103.2, !documentation demonstrate s?ODoes Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. _ -,;E]Not Observable :Systems serving multiple = f' .; `dNot Applicable :,dwelling units must demonstrate =`' b ;compliance with the IECC Commercial Provisions. 302!:1„ J)Heating and cooling equipment is; Heating: Heating: ,Complies 4;03',�7:-:" '!sized per ACCA Manual S based Btu/hr Btu/hr ;Does Not [EPR2ajz_ _ on loads calculated per ACCA Cooling: Cooling: i Manual ' Not Observable J or other methods a, approved by the code official. : Btu/hr ; Btu/hr :'E]Not Applicable Additional Comments/Assumptions; 1� I( I �I IIII i i i f 1 High Impact(Tier.!) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: stillwater ave Report date: 02/14/22 Data filename: i Page 2 of 9 i / ' ' 9150 402,1.2 Slab edge insulatioh 11-value. R-J 0 1-R- !Complies See the Envelope Assemblies [FO1]1 I table for values. *,.Unheated E] Unheated Does Not E] Heated !E] Heated hNot Observable ElNot Applicable 402.1.2 ;Slab edge insulation -ft ft i.!§!Complies See the Envelope Assemblies [F0311 depth/length. T]Does Not I table for values. :E]Not Observable ;,PNot Applicable 3M,211­1 -A protective covering is,installed Mcomplies IN 21 E]Does Not insulation and extends a Aq minimum of 6 in. below grade. 1�1' QNot Observable Complies con trols installed. L)oeS NO E]Not Observable Not Applicable Additional Comments/Asgumptions: / � � . Project Title: -_-.--. .,e Report date: 02y14/22 Data filename: . ' Page 3of g ' | \ 1 'I i Additional Comments/Assumptions: it I� ;i f� { I i ;I 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) i 3,', Low Impact(Tier 3) Project Title: stillwater ave Report date: 02/14/22 Data filename: ' Page 5 of 9 i .S' .a. -'�%^: ,';" ^.,.^: !is :�.,5?i:M:,vcw':;,:f•rt^ -:> .ar s: - ',• .s:rR. _-e_ction �' =k{,,n r1! t',t?.YR "j •k-.r' aj ttlrr...,,p. :'SY - 1 _ ns er ed F`el U r'fi _ •IP. k i e i ed i s d a - - ''� 30'3< F; All installed insulation <2`R;"`ula Ion`is labeled r<�r�..,ka_��`' - = -_ �� PComplies , iINa13 � or the installed R-v I ; ` ••,'si I CIF_ a ues ElDoes Not ; provided. ©Not Observable 'ar Y Applicable ��QNot pp 402.1:1, Wall insulation R-value. If this is a: R-L R- ®Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least'/z of the Wood ;❑ Wood ;LDoes Not ;table for values. 462.2.6 ;wall insulation on the wall [IN311 ;exterior,the exterior insulation ❑ Mass ;❑ Mass ©Not Observable !requirement applies(FR10). ;❑ Steel ❑ Steel ; Not Applicable s 303.2 :Wall insulation is installed per 4''.- " ` '` = 11 �'' � ,y.�Y"'; .; ,�� :. ;. ;[*Complies [IN4)1 ;manufacturer's instructions. Does Not El Observable able : ©Not Applicable Additional Comments/Assumptions: " i 1 r j 1 Y i : I \ i i 1 High Impact(Tier 1) ';2L Medium-Impact(Tier 2) , 3` Low Impact,(Tier 3) Project Title: stillwater ave ' Report date: 02/14/22 Data filename: !� Page 6 of 9 section ;w`- X, ptions,I ns 013-V 1 ll b nico -.'!;� T , - - , J 402.1.1, !Ceiling insulation R-value. R-60 R- ;Complies ,See the Envelope Assemblies 402.2.1, a Wood E] Wood UlDoes Not table for values. 402.2.2, 'E] Steel E] Steel !;I 402.2.6 UNot Observable [Fill' ;©Not Applicable J-§Com 303.1.1.1,;Ceiling insulation installed per plies 1EDDoes Not 303.2 !manufacturer's instructions. [F1211 :Blown insulation marked every j JNot Observable L 300 ft2. [DNot Applicable i,41021°V3L,,T`l Vented attics with air permeable plies insulation include baffle adjacent Does Not to so ffit and eave vents that "EINot Observable 1. - extends over insulation. -3'1PNot Applicable 402.2.4 :Attic access hatch and door R- R- ;,[DComplies [F13]1 !insulation �:R-value of the UlDoes Not :adjacent assembly. 1!1 TONot Observable ®Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = :Complies [FI17]1 :ach in Climate Zones 1-2, and :MDoes Not <=3 ach in Climate Zones 3-8 :11 :[DNot Observable ; Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;,[DComplies [F127]1 :determine air leakage with ft2 ft2 ElDoes Not :either: Rough-in test:Total :�1 ileakage measured with a :MNot Observable i:pressure differential of 0.1 inch :MNot Applicable :w.g. across the system including �;the manufacturer's air handier enclosure if installed at time of :test. Postconstruction test:Total leakage measured with a :pressure differential of 0.1 inch 1 4.g. across the entire system :including the manufacturer's air handier enclosure. 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 MComplies [F14]1 cfm/100 ft2 across the system or ft2 ft2 i - Does Not <=3 cfm/100 ft2 without air 11 !.handier @ 25 Pa. For rough-in :E]Not Observable :tests,verification may need to IoNot Applicable :occur during Framing Inspection. 403.3.2.1 !Air handier leakage designated ElComplies 2% [F124]1 :by manufacturer at<= of E]Does Not :design airflow. E]Not Observable ®Not Applicable 40.3A",1€. ' Programmable thermostats �7 - Complies 2 installed for control of primary MDoes Not ea I h t ng and cooling systems and -, initially set by manufacturer to ©Not Observable ,code specifications. • E]Not Applicable 141031�!`,X"'�'Z: J Heat pump thermostat installed Complies Ion heat pu m Ps. .—ADDoes-Not j EINot Observable ANot Applicable 401"511,,, —,Circulating service hot water ElComplies 3Q 1�1 ? or systems have automatic �Does Not ;;accessible manual controls. Not Observable MNot Ap-p[!cable it 1 High Impact(Tier 1) 2= Medium Impact(Tier 2) Low impact. Project Title: stillwater ave Report date: 02/14/22 Data filename: Page 7,of 9 ' , ` Ucomp ]All mechanical ventilation s ste lies fans not part of tested and listed Does Not _�HVAC equipment meet efficacy and air flow limits per Table E]Not Observable Not Applicable 7': Hot water boilers supplying heat ElComplies through one-or two-plpe heating J systems have outdoor setback E]Not Observable. to lower boil `Zl� '�temperature based on outdoor A,"03,6S31"11L,-s Heated water circulation systems ocomplies E,12'§ �have a-circulation-pump.The E]Does Not cated system return pipe is a dedi return pipe or a.cold water supply ,,[]Not Observable Pipe. Gravity and thermos- WNot Applicable circulation systems are not present. Controls for irculating hot water system pumps start the pump with signal occup for hot water demand within t he ancy.Controls automatically turn off the purn when water is in circulation loop is at set-point temperature and no e d mand for hot water exists. Electric heat trace systems ElComplies FFI comply with IEEE 515.1 or UL Does Not 515.Controls automatically adjust the energy inp ut to the NNot Applicable eat tracing to maintain the desired water temperature in the fll!,TBQJL�,�-.'�systems have controls that NQComplles Does Not manage operation of the pump an d limit the temperature of the Not Observable jwa e Not Applicable t r entering the cold water Drain water heat recovery units FiElComplies HDoes Not pressure loss of drain '11EINot Observable water heat recovery units< 3 psi for Not Applicable individual units connected to one t 0 showers. Potable water- side pressure loss of dral n water eat recovery units<2 psi for in ivi d' 'dual units connected to i three or more showers' 404.1 :90%or more of permanent 7 WComplies [F1611 ;fixtures have high efficacy lamps. E]Does Not able Not Applic Fuel gas lighting systems have ....... . ­T­ I I I ­.­: F plies no continuous pilot light. IDDoes Not bNot Observable bNot Applicable Compliance certificate posted.— EICOMPI ies ElDoes Not 113Not Observable 'PiNot Applicable I High Impact(Tier 1) pact(Tier 2) J If3f-]Low Impact(Tier 3) Project Title: stillwater ave Data filename: � ft Report date: "�°°�� ' � Page Oof / �J 2018 IECC Energy Efficiency Certificate i Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 ,l Floor 10.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.26 0.26 Door 0.26 0.26 CoolingHeating & i Heating System: Cooling System: Water Heater: Name- Date: Comments i i i I ,i p � � aw OV Li . 1 . 14 1 r T 4S 1 1--D EEI: L E V T I N '/4 1 1.-0 f= F< C) 1\4 T- F--, L e VA\T- 10 1�j 5TILLWATER AVENUE asphalt roadway ode_ z 40 -Tic izt—o OR It GARAGE tu L==Jr tr_�C S-ro iz r 0000 LIM"s OF t NOW" [,1,4 VOWAS 7- 1 N42050140"Wr 100.0 FIRALCUK PAYM AREA IRM -H.. IT H T FNAK AM ODVER W UWER zc VAR. E, TIGNT JOINTS A riX 4--7—'_' _ -- ! U� n" |— U �7 144 F F P q ir 1E CD GM WATER OUTSIDE DIAMETER . | 5HEET TITLE Z/ COLLAR MATERIAL _~ � � � | T y„ 4" 41 r-1 ri 1 _c44mMk W p.LL D (� FT.�. .•� n` - ; � '•� �. r.. '' , --; t' ..., ,•-.. s.�f.,. •�� _ -:......_-. . _ 1✓Id (oO(o$L �W{-(CuO(ngASR Ii O.C. r O - 3 - z 3 - - -- -,� , 4 � ) { 1k �• 1 ( �8 MI[.R4-GPM `�- y-��'>� >�L �c�ST 1 b- STAIN.-tas$' I ► I , [qP�-LVP N12�b , 1 1..t o.b� s a>z ws K N aT o o l''i L F K 1 --34 1,1 P,-4 RS ! � T -- II'.�S"-_� to_'`o -c. . - - _ O I 1._l X-C V/,•T �.1� G Jam. N e:-a72 .S.' tfa L 'B t�P�.t'l�ofZOrr i 1 i ' cussnuw,•-ooara-apexnn.-� � 3 _ _ l i r I -y ,�, ,s L P>3 w/ co x --1O Io IW W. M-• 1 . 2-0 ' '0 s.b , WIND-BORNE DEBRI5 PROTEC QN FOR WOOF STRUCTURAL PANEL `5 i O_, h AS PBtTItBLE 1609.1.4,N.Y.S. RED(DOE:ALTERNATIVE FOR OPT PROTECTION(IF NOT USING"ACT QA�j kA IM -c4 I�...�M Ck 1 M IST_M R N I x b N� wtr eoelt+�oI�PRMECTION FASTERM 909MLE FOR WOM snexRnN.>�s woad sTKXIu&PANHs MTH A MMMM THXXF eQs aF 7nr I i I-'�s U 1-�'f-I n C'� AND MAOM PANIi SPAN OF a FEET gaLL BE Pt3M@TT®FaR OPE)tII18 PPM C1LON IN C E-AND T1AIO�5 Y BtIILD04M PINGS SHALL BE PRECUT M ! G N G/`1 OWER AAA OPU40M VOT H ATTAO"W HARDWARE PROWVM VMM M SIMTM 16ML4,W9AU AND TABLE 1t ML4 OF IL.Y.S. ALL WiMS M=BE aIr TO SIZE AID READY TO USE CH MY NEMf IAf)lIO MS AND DOOtS.SHU I En MUST RE 11 FMM FOIL WHAT OPOM R IS TO OOM L N CMGTftXTIm ooDLI Tta I5 NOT A smsTITUnKn Fc)R ALL OP@!I 1M MIST HAVE UPf�t M WHERE APPlS7111tE I ° I S L I D f r4c-1 KwwARE MIST Aanww SHUTrws FOR II�l4TAlLlmL - _. IL — W , - I - E. 3� "1 ' x U PLP tis u O v N g Oo N `IP tAe1�OV b0oR5"T�I �_— ? ---- S. -tAccR .taM t F.-J; (c,o.,c_ . 13�yu�l l7 $ ' T'II�RfoL�('I } MO 13 G O 1.. V�' 4_. �.8" �1_MOVt= B�f�M G4� t..lo a R K r -I-3 _,�'R .n�� q" Tf —; k3 L nt l< W P•E.L S ( �' sHTR� :orl cLy- 1/''►=moo• c-o t.. L.- I v ( �9 EG�o v ilm, Iz� sT t ,L �rlZ. �_>✓ I�-r_ ..7 C3�I�Rt�c�1'M 4� • J.(. 3 (00 F31�T - I QATH + �' 1?,oL` sts , W1 1/7- + -�L-rS a 2- °r3.c. O' �„ 2K�oR•R• 1(o41 X0.C-. N, 700 It: kill to a �� — _ -� ( 9 I y X .A-c..Q... _o S c`) $ O :�3to tz)MM.p ,� . Sot O-ru �. N I --ot=co ...c.ol.t,I�t� oY�R,x$ 3 �_�'.�/Z •�.ROfi'PTrn {-�L7 R� - 3 �5 T�t�.l. GoI,V t�lC-I tct - X P IZ 8 o tz Io—o i , n Z) SHEETTITLE 7, r f• �' f'RO.IEGT NAME 3 C7� STtLI W P.T'ER AV�Ej G.V'Tc{-lQti0Tc r. :. KEN l A S CHULMAN ,,...u- ARCHITECT,P.C. DATE, } ' Pha c nni a 209 LYNN AVENUE 5GAL-E, t4a-T tE►7 E. ATORTHPORT,N.Y.11731 TEL. /FAX. (631)368-2388 •z.,. im NO, SHEET NO. s' V Et4 Roo 3" T L L � -C�tlP_ � _o_ Tr MPrR�n w.c. Ca 5 C�S ZN 1° 1, TvB 3', 2p Z'„ tc.YtOl,AMS � G.O. O J O M cn xOle �AT{i -rv8 _ � ; - t�•.R. t _3 - r x a _ \ ►-N JF2: Xfo .c.-r 00 41 " —' r , U `I _ L�O fr fIj NJ 11 op ' _y U- d�. E"T112-1 �" M� Fot,PM c► _ L0 4" 1 y'_o° y�� -ram'_3,.5 ►� f 3 0 - CID v -� _4 V 0-1 GL Lo 2 T r . o �t�Rn vas �•-r- . �,-. x - t) 14 w x -.Zx�. RIt= Is ap Q• N � � - _ 1 R AI�� f�Xl ST• V 1 gRt K c-Hit4tl�Y �► o It►- n.: A• Ft= z a0 3 N L2� !o R .R._1 �''p.c- 2)cf e� •I�.Q,.- Ilo° p.c. 4' ^ N /i- v N • a� ' Xi _� v �• 3I ti X I y�t Hit, L -- .. � �'1' N��..1 a x.to i:.g--i tQ' d.c. r!�Hd Z xlo R•a-Ito�:o.c, / � x Fw� IZ. oBo-y �`` �Ewzx� R►ny� 3z' o,c_ v y -4 - N�ht axe x X , ' N G oy E! K.T _: •�J � G N N 3 to"•t-1� �}} �a t L t t� p-_ � os-r itA L T r<, - . � ,R•�v r5 �� 3 -3I ZZ . .� SHEET'TITLE �;���vrr�c � 1,.ovR PLANS. • FROXGr NAME p,L,A N-r m IN� (� G t� ' KENNETH SCHULMAN ARCHITECT,P.C. DATE: Z Z. - 209 LYN N AVEN-L-E SCALE: V r M o * �r`�' 3 �. E. NORTHPORT,N.Y. i1731 ` tl TEL.I FAX t63v 368-2388 BY. 6 JOS NO. 2 ShET NO• I C A o L ok rl K 1, 1P,1 n y 1s ..vim N-r po0l - - - {-)uRRIcP�tim 5'TIgpoPrINy -.pos-r_aowr4 goT{j �r4voS . 12 I. N s u L A,T I C) 1:4 1 1 g 0 1/Z''4 -rHAu- t314"x9t/`I`Mtc.Ro Lf�.I'� c•T ��� t7rn ASl'�tAL7' sRlc4c4Lm 1-r s��iMLo- IsI6-ft- [;-T, 6r� d --- 3 � I/zu c. +�.X , p �Yklu.� Zx I o R. R-Lro'.0��- I/Z s tl'lZk -r:. .�l (0- 0-C_ k..11 V I FI`� (._ S O F f I? X /') -- �- IitsUL __ }-tURRIcP,t'4-m R TIt S PT ALt. .R� R• To •-3eo A.TIO'S `{'A.y A •c. B , p o5 T '.I/ GGA(= 1 t3A5 Is - _. � � I�{ 't--I W "M t_c,R o�AM 5 5Tub cot�t�r�.cZ-1ot�S -"CYPI�•AL P.tAcHoRS 14 ax,S t�tcc°O. G.oL- r-ovE.R _ - IZ A,1,u M. ct:T-f rsR i' L rAt� r2 W I Zi' Q 2 x S A.c .a, L�a cy I-F, p, B O f�R.cv 6 o t'T m t� I� F t� R D O _// I�tE t.�p v r� t ST= c.T �_ G L O S Fc� - AT _ - ' •o,c.- s -roc-�y -.��o _ �,�=�_ _ � � _ � ict�l, u�N-r�to sflfFiJC- �j _ \ S ram I t�4cq, 3 1=0 P•r i t3 oAK tom, - 3 r S p t� c.: - - Y �,T T I G. O t-�_s5 -r\ANN 0 qu , �/ \ \ coWlpr-IUovs � LPs�{ IN� -rY�rc��s, t/z" �. �.x. }�L�'IrJo.� zx� STUaS- to L -1-0- o.�. 1,.1/ l2- t 9 `�su LP'f to - tA t;� � �' tt 2 YL 1 O F_ny F_p B ON�oMposi�"t� 'io'r�c,Kt��t, oN zxe - - M ov/ / tgxty-r. RIP,. r!/ I/? B4OL-r$ 12, (-4UR14ILAN� 711cS p•T .ALL- STl1b -T 7-4 o.c.- 5 r '. MRc�� � $ Sox. t3 mPrl 64ot 4 r4 M'=710 t4S 3/4 "p, Ll 9 in. LU.� t c A A m T i t� 1" P.�~.P`L G F. . - r>< ,1{� c�S� ��� �� -i': J i_-"3 o i'/8" - -T-o F 1 cb $ R 0Lpvtot5 2.Xa �. l tc".o• c•- . . . -- R• �l7-- X117/43 . rKvSJ'D15T' R-PLLPM -- — — - — — -- -- 2 _.(n G.J. � l0''o.G h)�R -3 � 15T- Zxco c_ J. -To__$>�_R1rMOVt�fl — — - -P W K Ap t N A�.t�K T RI M �, ,— -- - - -= — — - '_v _ _ i t�S U AT D - I _._ _ = - - t r�4 — ' — o =►�Kfi - _ 1, t� =�;bu" :-Z4 Q -T T�fZ it _ L r�A i�f�14 WJ 12 '.— _ J " o 3 S T L G o L U C'I C't 4d G PR(� 'TT— �— N G. -IN -�[CtA L" V t-_t-I-r t-b s.o Ff f-IT - - -- I f r�. rZ r�M O I V� � 2 �"', 8 P5 �.r c' oRS I r4. I I :T -- - ! = 00 t` x I5T Go" ��..r}�. t3 Lot, K Wp%Ll N 8 x�3 e��a . �P�RP.c� 1 I �I. iz � p.T R H , cl wP.c. sLPQ w�cox.c. I o/_1p #-f yaz 1 i tss p.-r A U, s-ru 10 To41 w.1s►.Mt. cord (n MI -"V"imp O - -__.�x►sr �`) Pt.1Wa- _ T3P.RRIfare, .. _ _ SILL pt:P.-r.)� e,-or4t4(SC-rjor4S F-M5r. S-rL c,0LUMN - R afl�: Ro•I:�rt_ M - 1y'�� x3 (o~ ot�s f Io.c: S��t-1oTyt3� t - I p�Rlt"1t�;rt��. IrlsuL •Tto:�l _p rk.lsT- c_ sLP.t3 N E}i -zxt -2. FJ. st.�_>�_ FRS=Gto Ci•c. _ / -3 o t ri 5 v L A - o � o - = L. ,,_ 4� '�. c- �- t-1 e�= 4�� � to +x $ o t��,' _, � f� ,, ,. G� �. IZ i --I W. .R rt't r! N .(a 1`rl t c. M l 5 T= 8 c_ F to e r 4. t,�l Ito 8 L f� f F o o-t' I r�l y kl� s f g P�talc. O R P• / vt�poR t3"P�RRtEt� �" �oL-r.s '� -3co, o,c. "I�j 3 SQu ARr� bmmp j�, Z. Fo0-rIL`4c c, cD N' T1 �fD �J 3� I 7/6"tj le,Ro L PP.t'I _g I t�c1 l�...t-I� 1�.toyt= Vt�.�?T �•NURRIGP�C�tE. .STRPi�'11Ica1 - ZX(o R. f�. - ICo� O .G, - . . . - 12 fix$ Rtby�- !•J�RIL7C�� " vt✓N-r- 2xfo', c,-t'.-(to'=o•G �.il i I 2xa R 10clm 1..J f.}� aRR1L-At4F . STF,ppPIt-4C. R - 3-•o t tAs.0 L-N-r.vot-I med = -r`z o.3 y1 tt-•lbok� - - p.,s {'N - _ Ft�UT, Ih!r-. t> pL7 Nov ZX(o iZ•R-'I (o'�_O,.C. . IZ . G Zy 1�1.1�►�41� z x (a c►rt"- - to '' o,c,. $ AT T I � r s c tLI�-K>~T O 1 �/I r-1 Y>✓ . 5 I+...' 1 CI�,TY ------- — --_-- -- S.AT PALL �,�,_ns. - i • -}�UI��Ic-��tr�-rI �S A-r P,LL R, a . - --- --- -p�YWn•�Zx � s-rdns I�" o.G. - - -- _ -T' n t4rPtot�(� O — -- — t Hlep.bsK DO L p Vit�4yL SoFFrr LfyL A• e, £.- poSTW e_PI�' 13A$ i - _P t_l_�o �\,7+} 13/N°Y-- ( I�/$" t�ttcAoLP,M F. - ltc" O , c. p:�Ic. oRs I t-1 $x8 0 �� c,oLU trirl --RiErt�t� '>✓Xts7- �t�r�RtIAr1C� . i �1 `-A-I.�.Y . 1, M.r � t� ��T F+ �• ^N tt1�111z11 x 00 �RPot� _:00 _ p p,�. �t��>`K WALL. _ >=1 LL m G LLPt,tZ D - I , . M f/N,l.,n ,i3i • A / ¢N rr qr r r ./; ! ,rrl,/wf rr„r/ /i' r / . yAP��. _n . 1170 I rl> - SHEET TITLE I''ROJEGT NAME cv ALAtATw- 9mstors0( m ul I I �Sl37 '0 STlI.I.Wpto. tmR PV1F/ GVTGH��V1E ° KENNETH S�CHULMAN ARCHITECT. P.C. - DATEs Z— 2- NO.02,160531 209 LYNN A17—NLTE SG�V E 1"�OTC C - fi E. NORTHPORT. N.Y. 11731 BY$ 5 C TEL. /FAX. (631)368-2388 . + �`�'�� [JOB NO,. 2 1 51-mT 1V0. r 1 at ••� -- .. R 1 H AP i�D AS NOTED -- ---- - --------------------- - -- -- -. t� � � ---------------- --- ----------------- --- --- ----------- - -- ---______------- ___ — . ------___- -__ is t�i rnta Y --- - DATE: B.P.# - --_--__----- - -'- - _---- ----- ----,_-_--------------_-. --_.-...--- - _-= _---_- -- - - - - -- - FEE: -- NOTIFY B' I DING =`.°Ai T 1.4ENT AT —--- --- --- - - -----'-- - -- --- - 765-1802 8 AM TC - FOR THE - - ----- -- - ------.` __- _ _ FOLLOWING-INSPECTIONS: I. FOUNDATION , TWO REQUIRED - - - - _•_- - ,,.;. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3• INSULATION 4. FINAL - CONSTF UCTION MUST - BE COMPLETE r 0:: C.O. ALL CONSTRUCTIGI� SHALL MEET THE. N REQUIREMENTS OF THE CODES OF NEW , YORK STATE. NOT RESPONSIBLE FOR C2`I DESIGN OR CONSTRUCTION ERRORS. lt-,11 exterior lighting i fns,^11ed,replaccd or I ' repaired shall conform o Chap,o 172 , tftheTovm Code I } .. - COMPLY WITH ALL'CODES OF ` 'EW YORK STATE & TOWN CODE ` F REQUIRED AND CONDITIONS O- i� r I L� E � l � 7 I � N 11 {�_ I f_� �I f T L `/ Tlol\� - ''- VM4 '""_- K i Y �d" OARD SO!+T ' � - ,1�T IUSTEES ' 5TILLWATER AVENUE --- - asphalt roadway wATm 50.09 rh lu q AC r._ - ----- 4.2' 250 -- - LU Rom==N+OYrs FX15 t' pKG{C �N �. STC7tZY -- -- — - --- - - -- - - - - + P.nd1 1orj -- - fix ��•�P aRYWsa L1. Z 0 rzXl5T- 1. r 20• s I 3 ! HAY BAY w/SILT F-ENCING too %0FCLyWpurfltgy •II''" ill, r •� l� � LR�Ef OF GE4RRVG708E ,r• fi, O PRO►ORDMR]RKA$ •{f r e, ,. N �' t0 R10tCATEbONA7EPWi t'f '1;>{tf iE> .T ` -- - I N4 2°50140"wt 100.0ro' f z- T- o �_ L T l o f�l °_ I.., �, fMtAL GRADE t - TOCCUPANCY OR oR i U FRS DERWONE� , 2C MAX . �-- PAYED(AREA I _�• USE IS UNLAWFUL WITHOUT CERTIFICAT MRM WATER MANAGEMENT DETAILS r DMA P;PE soRas TM:MT 1gMTS OF OCCUPANCY + - SITE DATA: SCTIVt # 1000- 137- ► _ c KIM,$LOPE I.r•PER FT. pRcPoSt�e 'c.ov �,Rc�.1c ��4:k = 12.s s,1;'. F Y ,a,4 k 24-v,in. DESCRIPTION: SR. FT.AREA: LOT COVERAGE: EXCAVATE: FILL• - �� r '3 33 12- S -A-2 ` R P 1 N F�0- = 7(o G U- T T- =) - " ELL f,L tom- 4 rL to 2 ft.mat. W w4n. RETAIN STORM WATER RUNOFF u 5� <<) ca'' 3'- �" �r c�p �o�tY W r l-L'7 8,� Lu. FT <GApAc. tT� _ I y r ol�mr: I7,?,S2 nfL .4 0Am PURSUANT TO CHAPTER 236 - OF THE TOWN CODE. ---Cone W�C-7- ` C:> co"vqo ut•{o � U-r-raR6 � W" Rou No: .t_'r�A>D>�I�,S _ -. I EFFECTIVE f � ES7LRM7EDA%MOF y�vsq.ft. DIM GROUND D� : MLIDOWQ BUILDING DEPT PLUMBER CERTIFICATION TOWN OF SOUTHOLD E ON LEAD CONTENT BEFORE ►�^ CERTIFICATE OF OCCUPANCY A}�R�..•.�x ,� .�.Ra...� Ex��E': 2'0$-Zsq�- % »McPARItnDR _ 11,7 R USED IN WATER Blower door Al c"I1MA0LpIDR=t"1!R1QI iD NPAIIJAM1M p t+o p o n f-r V l 5�=�SOLDER DE 4 r�+IK sA�P�u�PfTnoos�/�l�D p 1f�MMRlA�11m(� L T YIR• 7'MIR. Ansaf T r4DN 333 S6Z.iFT• .8 'D 3? Gv_ 't(D O F.'�.V 1 5>`o I- Zoo -ZZ SUPPLY SYSTEM CANNOT and ductwork br�MRlfR!!17'RIMIIta/FY7iMIDwt1MfMI0MLTOD�fit� a►AR>fr ASK RUiA[!!ARo�IIPAQi rF aorr4cF Mtn ou�a/n forrKE tism wroEnrE�AoapR RAW. l PROPOS D DECK /2 5 sot-i o-7.,% Q Q EXCEED 2110 OF 1% LEAD. tE'sting required. OUTSIDE DIAMETER J.1riTAtUR�it CRDURD RATER { ' AZ$10raw Wm a RC�M�2"M CM NAR�Q fmvw ORRR�1[ ri aurFer$o RI TawMos�iAvs E•10 r FaRnr 4r VMTM 9 8 S-.S • '� 2►9�tT�rw.2Dw$etrEls reEEn rFxreEnatRsoNEz y `-+BEET T11'1.E T e I .: �,A Q.j ^ y 4 PEA�1 NO�1t�AIF1�S TOOF1�lCR/FX Ab COLLAR 41ATERIAL _ d����n f�!1 � � l L� p l.. P•�Cad. � �•�V A T' I O� �j �f®` 0.� poR-CTGo 3Co S�.pi. a . 2 9.0 � O !. Al.. PLUMBING WASTE a AwICAILK�eEuAWMSBAEARr:sfu JOW C^ ;�,0` .`�'C/ � F'RO.Jf=GT NAME � � 6�t-4-r S �TE �J l P re N C.IFG MCRflII •tM 5�.�':q I i• C7�'� 7 / cu.YD. /� `t '.r. t � �0�700#Mi'QlAT051C�lIRBER>n'Sf@IA6/IOKJ11E0.1EIiL 6'MIN. J � `•c, &,\HATER E INES NEED' ust provide Manuals \ �,�RttA4"It,» /(Ponew o,► � +r rs:r �,, � -� 3t�7 0 5 T t" W P•'C Elk P, A-V TT.j C.u T?-NO tau>� T '1NG 13I=0�3.�COVERING D, J and S RS per DRY WEus TO BE 1D'MIN. 4)I�CTNA RATEABLE SOIL t E,ry,, AWAY R M &IFUN "'�"NODU ' MIM0°"'�►MWIRI'� S .-- ""`; KEl�I i'�TETH SCHLTL11ZA1V EL�CTi iG�:L NYS .Energy e /}10U0EV WWORmr-ta VADPwoYCnOmmWS mn#L �', g• p^TEI Code CDMKV �L UItDERIrIRc BARD A110 6RAYEl STRATA ARCHITECT,P.C. MP�SPiCTIOI`! RG1111� I} . b�� �. L ��TP�I I _ '�►.oGcra�� 209 LY�-N AVEI�'L'E sc K a C�j .i- E. NORTHPORT, N.Y. 11731 ric;�— Q NE�� `` Nor 2 5l T No. -, TET. /FAX.4631)368-2388 �-, y„ y N ril I"i • :14K • �•, 42_0 10 t1 12�-�„ Iz - I -- a I � 1 � i �� j • r ' -� z x 3� b���' F'• c.. r� k 4JP•LL bN i5{�T-pp,hIP, LL GoRrirs(1, tloLoo t4 --rypIc. A L 1 , ( f ? u to >-- x . I_ , ,� r I I : 12 o.c, " _ � _ _ �t� Co o� L F l'••{ `t' I -o t i'o.c, ( I � I r 12. P LY W 0 0 oAN I :. . • _ e w c�o cue As , 1 I � •i ! •; frri •� /.i• /♦ �/� 7/,• "i? of s/i �i��. ' .t _- - - (;Z12� Io (2)2. T10 U) .?.1n .F't4at4- xQ (-2-) 1 3/4 t� � 11��8' MrLRo Lp'm tt -oI o STp•ItjLm .. , �o C�P+1.�An11��b V r , ST Kul., O R 1 W. M p l� I I..loau S�R�wS 1 = I ( I. ; FE A ROOM ��I i I L W� W ASIIERS _ ( ( 8 J. (o p •c•- {, ( 1 I .� _ " — tZ� 13/�i x 1 I %e r�gd Lads-f L v 6-H i ( , O 4 I f, G V A`[' �,� G �► L S.P Pti c r 3 x — —. — I 1 I cress zww� r�aroimr� U x T� — — r- I y ,p S L A 2 t4/ Co x b I w 3 cI/y x ( I /8 t'I I G Ro L F�rl F J• t.ta.. � I - U1�N D-BORNE DEBR15 PRQMON R =Q STRUM&AL PANL I 2_O f•b i AS PER TABLE 1609.1.4,NXS.RES.CODE:ALTERNATNE FOR OPERM PRQtECTIORt(IF NQT'IISr4G IIvACT GlJ4ZM , I I �Z i�I cq I fl f m R l" ITT rl:-R N DEEM- b WTIDDOW o PR0TEcncm FASTENWG SCHEMM FOR wood STMUCTUtAL PAMMS wood STRUCTURAL STRUCTURAL PAlAMS WUH A NO~TirGClMW of Mir X NO HAMM AAeEL SPAN OF 8 Fir 9WL BE PfffffFT®Klk 0PWMG PROTRT11oM IN CW-NO Too-STORY BU DUaM Pis qua E Mmm 70 TAKE I t�s U L•W'j' I o �• v i N I ooree�o oPem�s wsTM ATTACHFOrT MAR311MAi1�wmVocx{+�1U S TON i6osu 4,16"A APO MI E 1664 L4 OF PLYS.�oe+rrrx i^ f?•5 t� t•�I P t`(U 1~- 1 aaMTN, rJM MDE�TM 5 Marc A 92MMION FOR ALL OPeCIGS MUST MAW 4vj33URE UPGRADES WM AIP UK72 E ALL►MSS PLAT E CW TO SM APO SVW 7O tEE OM MY M W WTCK IMS AND DOOR, SN TTERS N,lST E NAB FM V*Wr OPet>316[t!S TO QJi m _ MAlIDVPAR!<Pt1ST A�►ANY SFAIiT!!3S tOR IIl'sTM.LAT70M. I"Ky(or FIK no OR W JL- I.y-15Z'• R6 R. uai m 3° �� �/( A- mu n as lo6 N I -O AL I� t`I LLr OVI� t�0oR5"T�I 4 3 WX. II u a s*v. G•M. I ` 3-" r r w srt cps 1� - C3�'b R Ov m O � 1 , �,►�R'01.P,,,15 u p , = r _ — �-.�.►. 3!0 o T.J. {r3 co c I I'/ 1`�,- (c'o,c. l _ �I> 1=-- e � �rtov� �oort-v I` _ +r IZ) XII1 $ " P'IIc,RoLF\t''1J. Ns - S IX 8"L7F � P G- F'T� . uP G L y R15t�R5',a,8 M uk `. : µ . ,••. .�; No o R K 13 -Y'Rt�P•ns 9 m n U �-�� �• G ��/{'-T�� Lo 13Lnc-It wp LL5 UL S H-c R K - o r1 l��i s-r. 2 y:(o F• J- �)4r5-r. Zxco J . C3�I�RDvt'1 - E.i••1 •J. ( .- 3 Co o ` ��S' F.J.- ('Ca'� o.c. ��T#�. • r-I- T II Q ATN - I 2x$ A-L•e. 1.1�bC��2 �op.Rr� ( _ • cv'� o _U �� �• - I, P i2X�oR.R. 2X(v IZ.R• _ I Pol.T>Cn W lh '' bdtS 2-4 o•c- v O 1 Ir0440.c- 1, I(o"o.c.. =� ` g — — — — — D STP�L�y MR�n 4 \9 I �u.`YX31;o� b�.ISp l .c . 5ot4oTUQ�. — — — — — — `' I , .N I ��co Gol.url� Gov�rz. 3/zxI1��8' pARPLLPM �R�Prn ��tZ 3" STrrdL e-0 Wt-IH IH n "x g'' b�c-o. e-c Lu r lc4 t o 0 W Jul. Lo vIs= R A�,T FD i AR sT TITLE F L oro(� 'Pl-pm es S.SC/y��,�. PRo.IEcr NAME 387o STILIW p.T'ER P.v�, OVT�{-loy�� t ( KE1�,Ti�TETH SCHULIIZAN ARCHITECT,P.C. VAM 209 Ll'A'N AVM'L'E scN..e, WoT�►a E.NORTHPORT, N.Y. 11731 I ��P Nt��a� TEL. /FAX.(631)M8-2388 JOB ET NO. ROOF -t- 2, 0 ! I i - F_:MP�Rt�o -7rrlPrRrn w,c. (D 5 (n S ic.wo I.tAMs o O to x �AT s 1ST. R. �>cisT. RR. - 3M I -I-v 8 - R. f= V , x Tp _ uN _ 2�c� c.13' tt. 0Nlu M at 77. %9 e =—a. f \ F. Y U D V s f��y 3 ..y zx o N r X c.� �� F o s cp.LE rA t �R oL00 y" 4 T ( 4 DC fir- o' 9 oc 3n r 00 -y4- - Ei A L(N H t to t c.ft o L P rt c,-r. .c oo '� O F3 r L o k X r•` � N N x I r-> c Ncc r N - �- RR14- c1tt-AHmy B, E—:v KOO jai x h V) �'- V Ole Z Iv / Z,4. to tt ,R•- lo`'o.c, Z Y-1 o ft,Q,.- log p•c. N ( /lam �- t� t-I�I.d Z Xtc R•O.-I b o.c, / t� FWD 12.0!aoNEW 2x$ R,nyfr=: O - - rA�W Z><co x x 1—_ - � N c:- OV Fc.f.T=-L7 , N N. y xy P-•c• D ? os-r- 11A Sx 8 �- o ooLv Mt-; z_ovizR 2o'-- il fz. �I SHEET MILE C. PROJECT KAME - 3 187 o ST 11.1.W PAT p.V IS,,e,u T G t-t O y l!!t=_ KENNETH SCHULMAN ARCHITECT P.C. DATE, Z Z W9 LYN N AVENTUE SGALE: b'T V-5 O 'Sr Off+ E. NTORTHPORT,N.Y. 11731 (3,^ �'�"�� TM. FAX.(631)36&2W .toe NO, 2 sHE"ENT NO. Mlc.RoLta,.I-t RleclF;_: W/ig,ibcis -vr-- MT y p o sr I {-I u R R l co-,H M STIR P,�P P I N y - Po s=r n o W H t3 pT K Is t4 o S 12 �.x 8 c ,-t. - 1 11suL Poo TMt4 " t/�` - P, LT T .J O R•fz • W/ (Z� I/2.t-f -T14R - F3fl LTs I I ( ) 1314 x9 nti &RoLf�- rt -T- rsrI I 2) ��rc� '�� n1� �s�� -r Sl it-4yLtE5,Ien:-_ stliMLo, isI6-FrzLT, - _ Qr ° W1 Y Ff I f x 9 '/4 " I/z° c. �.�c , p I.Yt�le.� zK l o R. t�-Jla' 0�c, v I/z sfl Tlzk. - - -1-4 .IN 'M1GeoLMS /� i' UARIcP, ram Titers AT P, LU RIR- To R--3co irtsclLA.Tlot� `{x-y A •c• e., �p,s T f c.AP � +3A5 � ._--- A • P.c{cNoRS t rx�c,o. GoVr✓R s / / � ! -rub cct-4t-tM—riorAs --rr- -PAL 2xS P•-c.Q, Lroc-qrR B011kR.v aoL-t'm (� E = ROO T-1 // �rtMcvm mYu5T c,T \ GLOSS-C �-[- IZ p-1,ut-i• UaT-l• rsR gt LrAt� � l2 1�1/ I Zi, ' ffe"� BoI.TS � 2�" O,c.- S �,-��t4�Rc�o �.�- -�— v t �y1, v�NT'�to 5ofF1�' 4O v I t-A`(L S I.t�t t`!c? / -3 i~o P,r1 !3 o Pr,ta, - �T -7 I C. DF l. MS5 -rNIAN �{ / // � \ cot-1-rlrlUoVS f LPPs� IN� 'r1(vrsK. 1/2�' �. �.>C. eL*r1-49.� Zxco STUn5 - 0� 2.)L 1 O L eacA FsR B o A R,c� l 0 o•c.. 1-•► K- l t t`\S u LP-T to rA coMpoisrTm t� trc-Ktti4�, off zxtoAA / �aEMov� \ / 9 O• . =J "j ( lo "O.C_, / / �kty-t-. R•R. \ a O LT En �� i/b 114 $� L.TS 12 I-I U )Z A I �A 14� -T' 1 I c s N►T ALL ST'u b T o Z4" o.c-- SrPyyc�Rrm� � $ Box. dMP,rl c.ot-lr- r7 =7lca �S 3�y "pL� alb. -ro N P•o. =R- oo tea-1.c�c.-c'tol�s s 3 o ( I'/8F J. -Zf s '•rilcROLPlots 211� Z " iI?�$ 'T tvim,J 15-r •PPRPLLP. 5T- 2xQ, c. J. -ro Kr�ri 2u.(o c.J. -itvo.c E-J/ R -3a ir1 A2-mK TRt _ ovM �fi5,-r- ,-t� S u SAT Ion -ls:tu Ca.l '7 T�FZ Lr�Axor`�4 W 121' F 3+ sT � M1. C'o lu L'•I C4 N GPtf' # N c.J. IN \ITt4,�L v � [-I? t=e -Sc r-f f-r / R Treb• SPTRK. A.r-t��-I O R S t r4 x C� b Ica . -- -' � � I U I l"i L u 8 "r- 1 l u �. >Z P.T R�I >= x 1ST- (o" c_o c.- a G oc- k �.IP.Ll. Go r'l t"I LAY t.=.R 1►1.W. H. e t-1 M t C, V A O (� R R I c-A t4 vs "[" i M S AT A LL S T U to T O T3 AR(Z1� R 5 I Ll. p LP�"T l� �o H t4mcr IorAs t�x-I Sr. S-r L, c o�uNN _ �RAoF caRP.bIE. y t . H x3 (o p ��P lo .c. Sa -IoTUB� 'E ki axi 'Z 2 RtC� t l= p� IM �;T�R irlsuL� �to _ $ =p, c- =1 r-4 b c-�- l•�•t/ I LD X 8 Orss p -� r x/ o t N s u L.A-Ti o r4 o ff (a -m I L. y - " 1 --) vAPoR T3P-RRtER - r.c. Foo-i• tN W/ 5�8 ¢ Arlc.ROK M 115y-IST- 8 p. c_ F�et�• W/Ito � 8 � GTI c� N s I3/�UKI 1 7/6'1N IGRoLP� glo.4rC. 0/ VMOT Ouf-AlGP-'C�'S. STRPi='1r4c;j ZX(o R R• 1Ca��O .G, 12 :�x8 Rt b r�� 1•J/tzl bc�� . ,, "o•G_ � _ I I �}•4U tZRI c..AN� STR j�Ppl Ny R -3/0 ,r-�svi.l�-rlor-t 2 Xt3 R tt�ci W/ NuaRI (.P rA M STRr-prit4cl 2 x (6 c,T,- 32. c. 2 y-1 a H M Pb rz7 R 1.410 oo 4�,t 7 _ p a. ll�Lb, n G Zy WI1`1►JOkJ _�= I FELT/ I/2.- c. 5c, W►o., zxco .R.- Ico -o,c. . 12 _ (a c,T'. - 1 to o.c. $ �T T i L C- � � G Rl KrT p W LYn.�2x sT q$BAT i -� , _ PLL - _ �uR(�Ic.p,t�lt�`. 1' I ►�5 ATAL.L R, Fi . - I u T o }4 �Pb�R c.ot-I�E'�_T(ot4s _.. 0 (z)z)4$ HlE#.bsR -� -_ � v I"''l • UUTT�R � Lt�P��a� W/ (Z uit-IYI, SOFFIT !f Njc•14 P-. c-,£3L- 'po s-r W pot.1" 6 A$ >jE� � . (7-) ( 3�y � ! 1'/8"MIcR0L NIA C' Y '• P'1y°y 11'/8" Hit. RoLP-t-1 fr- J. - 1c�" o • c. P-t`Ic.�oRs I � $Y8 0��o c,aLUl-ir1 • � I � � Y C o a R P C FILL L t� 1 . �,,./I•,4 ,,, ,, ,�� /I//,/,,/ , /�, ,. /,/,//,i,/,,, „- • cyR�p�. G �PW � s`�P�t� ` T-D 1/9 I' i I JIM /jRO SHEET TITLE s S ��; � PRO.J[GT NAME r P'►L A t•IT• t- R is R cm KENNETH SCHULMA.N AR ARGHITF.GT P.C. DATE, + 0.`0.'o"31 209 LYINN AVENUE SGN E, 1•�OT$C E. :N•ORTHPORT, N.Y. 11731 �., 5 TEL./FAX. (631)368-2388 .109 NO.. Z SFMT NO. A I Ps-��, AL I N TAI L 5 CEMENT BACKER BOARD TUB SURROUND FINISH ---TUB UNIT - INSTALL PLUMBING AT INTERIOR INSULATED WAL TUB UNIT INTERIORYVALL ATTIC INSULATION BETWEEN CONDITIONED PAGE AND ATTIC --TUB SURROUND WOOD FRAMING ROUGH STRINGER (BEYOND) SHAEATHING INTERIOR GYPSUM BOARD CONTINUOUS BEAD OF-ATTIC ACCESS TO+1' (BOTH SIDES OF WALL) OF SEALANT OF INSULATION LEVEL PROVIDE BLOCKING AT INTERIOR INTERIOR VERTICAL CHASE 1"RIGID INSULATION STUD CAVITY AT TUB WALL PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL AT EXTERIOR WALL PRIOR TO INTERIOR WALL ASSEMBLY INSULATED EXTERIOR STUD WALL ACCESS PANEL W THIN PROFILE ALL DRAW ACCESS PANEL SNUG EXPANDING SHEATHING WITH PERIMETER SCREWS FOAM CONTINUOUS BEAD I LADDER BLOCKING AS REO'D. TRIM AS REQUIRED SEALANT OF SEALANT INSULATED EXTERIOR WAIL FINISH CEILING AIR SEALING @ ATTIC HATCH EXPANDING FOAM AIR 5EALING @ VERTICAL NO SCALE WOOD FRAME BATHROOM CHASE FLOOR ASSEMBLY NO SCALE 2 X 4 BLOCKING EXPANDING FOAM SEALANT WOOD FLOOR TRUSS ASSEMBLY INTERIOR CHASE WALL5 PIPE PENETRATION SECTION THRU STAIRWAY SECTION THRU WALL I AIR 5EAL BEHIND TUB AT H.VA.C.DUCT EXPANDING FOAM E AIR 5EALING @ STAIRCASE/ UNCONDITIONED SPACE (HOLD TIGHT TO PERIMETER OF PIPE UNDERSIDE OF SUBFLOOR) THIN PROFILE SHEATHING CL05URE AT EXTERIOR WALL NO SCALE NO SCALE GOINTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT EXTERIOR INSULATION WALL INSULATED FLOOR LADDER BLOCKING EXTERIOR INSULATED WALL CONTINUOUS BEAD ABOVE GARAGE OF SEALANT AIR 5 EAL I N G @ CHASE VgALL5 NO SCALE NO SCALE CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER -ELECTRICAL WIRE WINDOW UNIT AS CONTINUOUS BEAD OF SEALANT --TOP PLATE AIR BARRIER CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD CONTINUOUS MINIMAL OF SEALANT EXPANDING FOAM SEALANT EXPANDING FOAM AT WINDOW PERIMETER FLOOR ASSEMBLY WALL 5TU0 CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OF 5F_AIANT PREFAB FIREPLACE UNIT CONTINUOUS BEAD CONTINUOUS BEADOF SEALANT AIR 5 EAL I N G @ PLATE INSULATED EXTERIOR OF ADHESIVE INTERIOR GYSUM WALLBOARD STUD WALL AS AIR BARRIER INSTALL INTERIOR SHEATHING ELECTRICAL PENETRATION PRIOR TO INSTALLING PREFAB CONTINUOUS BEAD FIREPLACE UNIT OF SEALANT AIR 5EALING @ UPPER FLOOR RIM J0I5T NO SCALE NO SCALE GYPSUM BOARDBOX ENCLOSURE MANUFACTURED RECESSED LIGHT ENCLOSURE ATTIC INSULATION ATTIC INSULATION CONTINUOUS BEAD ATTIC R.R. ATTIC,R.R. OF SEALANT jFIL i CONTINUOUS BEAD { 'OF SEALANT I jj —WOOD FRAME 3"MIN. FLOOR ASSEMBLY L� "Lip • CONTINUOUS SILL SEALANT MIN. MIN. _ / FULL WIDTH OF MUDSILL AM _ I _k f ' �. + EXPANDING FOAM INSULATION EXPANDING FOAM•� '. SEALANT AT PERIMETER CONTINUOUS BEAD OF SUEALANT LATION SEALANT AT PERIMETER a A4 \ FOUNDATION AS / / CONTINUOUS BEAD OF SEALANT AIR BARRIER DRYWALL CEILING DRYYVALL CEILING \ \ \ RECESSED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE \/\\ ` GONG.SLAB AS BLOCKING 15 REQUIRED 4 AIR BARRIER AIR 5EALING @ PRE-1=AB ° \/\/\ AIR 5EALING ATTIC RECESSED LIGHTING FIREPLACE PLATFORM � \ \ • • ° .° • _ AIR SEALING @ATTIC RECESSED LIGHTING @ / NO 50ALE NO SCALE NO 5GALE j\ ° • � ° ° . \/\ \ \ 0 / \/`. 00, F'�J�ilpc AIR SEALING DETAILS !O�\ ,��A S.v�,�� j't^ PR.O.ECT NAME AIR 5 EAL I N C7 @ EXTERIOR MALL ii ' j KENNETH SCHULMAN ., ARCHITECT,P.C. DATE. I�'C.G'v ,31 / tSSd, • 209 LYNN AA'LN,'L'E SCALES N O 5GALE r� " E. NORTHPORT,N.Y. 11731 Q, �y �°(`�` TEL. FAX. (631)38I;-2388 BYE JOB NO: SFEET NO. . I . "'_ A 'Ir � �) Cjolm k-...� Ap /-"I /1 , � L ., 71 ­.­� to/ k::Z? I : E pl%� ""'='�4t: N c N . . '� =!!!!� 1111r,�� u ' ' , - /A U ____7 ENERGY NOTES: ' TABLE R402.1.2 1. All construction shall comply with the 2020lnternational Energy Conservation Construction INSULATION AND FENESTRATION REQUIREMI=NTS BY COMPONENT' Code. The authority having jurisdiction shall be permitted to determine an energy efficiency CLIMATE FENESTRATION WYLIGH1% CLAM CEILINO WOOD MASS FLOOR BASEMENT' SL Aw CRAWL ACE' program to exceed the energy efficiency required by this code. ZONE f1fACTOR'' fJfACTOR FeNESOCb-11 tL FRAME WALL WALL WALL R-VALUE BHGC�• R--VALUE R-VALUE R-VAL�7E' It-VALUE R VALUE d,pENT1�t WALL R VALUt 2. A permanent certificate shall be completed by the builder and posted on a wall in the space ;_,_. 1 NR 0.75 0.25 30 13 3/4 13 0 0 0 where the furnace is located. Certificate shall comply with IRC N 1101.14. L` 2' 0.40 0.65 0.25 3$ 13 4/6 13 0 0 0 ,.__ , . 3. Attic or crawl space access shall be weather stripped and insulated to a level equivalent to the ­, ' :, <.`! :,:° .;>2; 1'_ 3 0.35 0.55 0.25 38 20 or 13+5b 8113 19 5/131 0 5/13 11 "'v'�;•.• `"`'` 4°xcept 0.35 0,55 0.40 49 20 or I3+5'' 811E ]9 10/13 10,2 ft 1011E insulation on the surrounding surfaces. �' ,'....;. :.., '' Marine 4. Installation-the components of the building thermal envelope shall be installed in accordance ,�,,�_;::-� . ., ..-, ' L . a '"' t z % Po Sand 0.32 0.55 NR 49 20 or 13+5" 13117 30s 35/19 10 2 ft 15r119 with the critieria listed in table 402.4.1.1 Where required by code official, an approved third ' .:. ,§' Iv�[arine 4 ;,_ ;�., :�:.�q "=' ``'' � i 6 0.32 O.SS NR 49 20+5 or 13+10�' 15 0 ply, n /2 3 0' 15119 10,4 ft ]5/19 5. Testing- Building or dwelling unit shall be tested and verified having less than or equal to 3 m E �' w-,;,r +„ 7 and$ 0.32 0.55 NR 49 201 S or l3�10� ]9/2l 3$' 15119 10,4 ft 15119 ACH50 in CZ 4A, 5, 6A. Testing shall be conducted by an approved third party. k j t� , f Y `' r For SI; i foot 304,g min, -8 3"or greater ' '- a. R-values are minimums. U-factors and SHQC ire maximums, When insulation is installed in a cavity which is less than the label or design thickness of the 6. Ducts-Supply and return ducts in attics shall be insulated to a minimum of T @ great �- BRANCH LINE TAKE-OFFS AND � n I� `t`,` ; , v ;> =r` insulation,the insuslled R-value of the insulation shall not be less than the R-value specified in the table. + , , S a ..:.e t in diameter, and r-6 ducts less than 3 in diameter. JOINTS f < .• b. The fenestration U�ctor column excludes skylights.The SHCiC column applies to all glazed fenestration,Exception:Skylights may be excluded from glazed ' I fenestration SHGC requirements in ctimata u t1­11 toga zones 1 through 3 where the SAGC for such alrylighta does not exceed 0.3Q. 6a Duct sealing -Ducts, air handlers and filter boxes shall be sealed. ��v: o. "15/19"means R-15 continuous insulation on(he interior or exterior of the home or R-19 cavity insulation at the interior of the baaoment wall."1Sn9"Shan 7. Duct testing - ducts shall be pressure tested to determine air leakage by an approved third r be permitted to be met with R-13 cavity insulation on the interims of the basement wall phis R-5 continuous insulation on the interior or exterior of the home. Y "10113"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at tho interior of the basement wall. party. t = "' Y f d. R-5 shall be added to the required slab edge R-values for heated slabs.Insulation depth shall be the depth of the footing or 2 feet,whichever is less in Climate 1. ro 8. Building cavities shall not be used as ducts or plenums. :°�F -� zones 1 through 3 for heated stabs. TRANSVERSE JOINTS(EC,.S AND ,°§ c. There are no BIiGC nquiremearts Ln the Marino Zone. 9. Mechanical system piping insulation carrying fluids>1 OSF degrees or <SSF degrees shall be DRIVE CLEAT JOINTS)IN TRUNKS - , t ,- b f. Basoment wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. AND ALL JOINTS ON PLENUM ' , Or insulation sufficient to fill the&aamin oavi R-19 minimum. insulated with R-3 minimum. h, The first value is cavity Insulation,the second value is continuous Insulation,so"13+5"means R-l3 cavity insulation lua R-S continuous inauladon, Y P 10. Mechanical ventilation- Shall meet the requirements of the IRC/IMC. 'M s " �' i. T'ha second R-value applies when more than half the inauladon is on the interior of the mass wall, • 11. Equipment sizing - Per ACCA manual S, based on loads calculated per ACCA Manula J as �z A:=',r 7 �" >A g . provided by a third party HERS Rater. ;- _ - - 12. Lighting - A minimum of 75% of permanently installed fixtures must have high-efficacy TABLE R402AA lamps. EQUIVALENT U-FACTORS' 13. All HVAC, FRAME BASEMENT CRAWL Plumbing&Electrical systems shall meet the IRC chapter 1 l Energy efficiency, eLlt►�►Tt: FENESTRATION sicYut;i�r era MASS WALL FLOOR DUCT 5 EAL I N CG R E Q U I R E M E N T5 ZONE f/�FACTOR iFFACTOR u•FACTOR WALL fLFACTOR° fs FACTOR WALL SPACE WALL International mechanical code, international energy conservation code. It shall be the +�FAaroR t!-FACTOR u-FACTOR responsibility of the general contractor to submit in detail the design, calculations, drawings, 1 0.50 0,75 0,035 0.084 0.197 0.064 0.360 0.477 written statements of the mechanical, air conditioning, ventilation, heating systems (new, 2 0.40 0.65 0.030 0.084 0.165 0,064 0.360 0.477 existing or upgraded)stamped by a professional engineer if required by the owner or building 3 0.35 0.55 0.030 0.060 0.098 0.047 0.09P 0.136 department. 4 except Marine 0.35 0.55 0.026 0.060 0.098 0,047 0.059 0.065 14. Additions,alterations or renovation, shall comply with IECC 2020 Unaltered portions of the 5 and Marine 4 0.32 0.55 0.026 0.060 0.092 0,03E 0.050 0.055 existing building is not required to comply with this code. . 6 0.32 0.55 0.026 0.045 0.060 0.03E 0.050 O,OSs 15.Minimum one Programmable Thermostat shall be provided for each separate heating and 7 and$ 0.32 0.55 0,026 0.045 0,057 0.028 0,050 0,055 a. Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source, cooling system in accordance with Section NI 10E Control Systems. b. Whcn more than half the Insulation is on rho interior,the mass wall U-factors shall be a maximum of 0,17 in Climate Zone 1,0.14 In Climate Zone 2,0.I2 in 16.All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance with Table Climate Zone 3,0.0871n Climate Zone 4 except Marine,0.065 in Climate Zone 5 and Marine 4,and Q057 in Climate Zones 6 through 8. R402.4.1.1. Apply afresh bread of caulk to the top and bottom plate immediately prior to c. Basement wall U-factor of 0,360 in warm-humid locations as defined by Figure R301.1 and Table R30I I.I. - wall board. ., a ,W�t ,.� �u , :. 1. installing interior gypsum � �. , �"`"�,' . _ "ram'' * R ,,.,�`°&., ',,.�,' ,/ ^. t� -g y 'r id'4'�i )*" �, _ �agM ;. ':zv: '� ti �aal . _ '"p, '. - -, +�.�ed'"ya "�'"t a. '.. ire.- w x '' -a "h x'.,, .7�. r«.,«d.i* #if ffjlr� £�'§f.rt f - 79K.+..•h `.w Q 7 �•' f ..Set" .t y"d, .N ! Nr�3 +W ai � ; i". 7 �± a o,- »C�a*. ?�.. a � w az« ,a S 3 + 'A" '�- '' .� �S ,�-w' ri TABLE R402.4.1.1 4, - n x A > f . , f y \ AIR BARRIER AND INSULATION INSTALLATION r.` ,, rt � � 1 F � COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA �*aI ' ' a11" \ t i A continuous air barrier shall be installed in the +�N' ''� - t m I r : J'% w Y Aa i +C building envelope. :,: k g a ¢S t y a`' � Air onrreablo insulation shall not be used as a ` ` { 4" z i - tltSnCral feQUlrCmCnt6 The exterior tborrnfll envelope contains a Continuous £., fi.s # n �y;;r ; g �'' ` / \ sealing material. air barrier. + , n A r Breaks or joints In the air barrier shall be sealed. 11 d I :: ,u s` < " Yit _ +.° �' '� of,� } a -�' Y } •t x r S', ,�F' 1S 1 q atr.# Tho air barrier in any dropped ceilingJsofllt shall be r ., ; , �*�' r , : aligned with the insulation and say gaps in the air "' r h x Tho insulation in any dropped ccllingleoftit shall "� -k ' . ` `+ 4 'I ' `� barrier shall be sealed. ca r a t w e`' 7 f.AULK Ceiltng/atdc be aligned with the air barrier. 1 ° ' a - , x 1 r i p 3 _. Access openings,drop down stairs or knee wall doors b k t';. ADHESIVE ATTIC, to unoondidonod attic spaces shall be scaled. r A ' OR SEALANT VENTILATION �11 i, x !9 it� , x s., y a l 'a J AIR Cavities within corners and headers of frame . , i i h r x,i t t 5 r The-junction of the foundation and sill plate shall be walls shall be imulatod by complctaly tilling the �';` "�, r '; �' "' ' ' `,= �' scaled. cavity with etuaterial having a thermal resistance # a 4 - , ,, ` Walla The junction of the top plats and the top of exterior of R-3 per lien minimum :- ally shall be scaled, r a � r T w Exterior thortnal envelope insulation for framed ) � . a p Y r x �Ii �,k yam • Knee walla shall be sealed. walls anal!be installed in substantial contact end � ; ' continuous alignment with tiro air barrier. a* s 1#� q E 1` f SOFFIT AI R SEAL Windows,skylights and doors The space between window/door jambs and framing, m „ w# A y ' and skylights and framing shall be seated. ,, °f _ ° fir a, ,r`. ;�'... :e Rim joists Rim joists shall include the air barrier. Rrmiorsts shall be inantsted. 1. j Floor framing cavity insulation shall be installed F % `^ ' to maintain permanent coatacetwiththeundersido _ r r Y < _ I 11 ALL N EY�I HOME 5 M U 5T F O LLOY�I 2020 I E GG of subfloor decking,or floor framing cavity �"' ! ,` Floors(including above garago and TU air barrier shall be installed at any exposed edge insulation shall be permitted to be in contact with ° a eantitovored Qoors) of insulation the top side ofaluathing,of continuous Insulation B U I L D I N G UA COMPLIANCE METHOD Installed on the underside of floor framing and q `{ extends from the bottom to the top of all . .. perimeter floor flaming members. 4.'.. .. - - ]Exposed earth in unvented crawl ssppaaces shall be Where provided instead of floor insulation, Crawl space walls overran with a st Class I vapor retarder with insulation shall s. permanently attached to the ALL N E Y4 HOME M U 5 T PERFORM AND PROVIDE overlapping joints taped. crawlspaee walls, Duct shafts,utility penetrations,and flue shafts AIR 5 EAL I N G EXTERIOR V IALL Shafts,penetrations sedgy to exterior or unconditioned apace snail be PROPER DOCUMENTATION OF B L OYV�E R T E 5 T, Batts in narrow cavities shall be out to fit,or Narrow cavities nanaroa caviioesshllyefillembat insulation that MECHANICAL VENT TEST AND DUCT LEAKAGE TEST cavity space, Garage separation Air sealing spaces provided between the garage and HEATING SYSTEM REQU I RED AS PER HERS RATER = BTU ACCORDING TO THE 2020 I E CC CODE REQUIREMENTS Recessed light fixtures installed in the building Recessed light fixtures installed in the building COOLING 11 is 11 1 1 11 11 11 11 It = !BEER Recessed lighting thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. 11 ,o 11 to It 11 so I. is 11 11 _ TON Batt insulation shall be out neatly to fit around wiring and plumbing in exterior walla,or Plumbing and wiring insulation that on Installation readily conforms to available space shall extend behind piping and wiring. The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall Showerltub on exterior wall showers and tubs shall separate them from the be insulated, • showers and tuba. The air tier shall be installed behind electrical or NOTE: M U 5 T U 5 E U L 181 ElectricaUphonc box on exterior walls communication boxes or air-sealed boxes shall be . installed. T PA T O R -c%G�` � V, TITLI: HVAC register boots HVAC register boots that penetrate building thermal D U C, M 5 5 E �0�� GIN 1k)Cfy %� ENERGY CONSERVATION CODE- INFO envelope shall be sealed to the subAacr or drywall, I Q x � y. � h Whesi regnirod to be sealed,concealed fire sprinklers TAPE TO 5 EAL ALL D U GT5 shall only be sealed in a manner that is recommended '- �' Corxrealed sprinklers by the manufacturer.Caulking or other adlioaive' 11 , I�ENNL+ TH SCHULMAN "4,'._ .,,:.jam"'� P,41.� 5 �\V( T1 N U INr No 0''n5�1 ARCHITECT,P.G. sealants shall not be need to fill voids between fireI I VATEi sprinkler cover plates end walls or ceilings. S'j. 209 LYI�'N A�'E:�'L'E • SCALE: . a. In addition,inspection of log walls shall be in accordance with the provisions of[CC-40Q. � �r .(C.)� E. NORTHPORT. N.Y. 11731 Byl id0 TEL./FAX.(631)368-2W JOB NO, I SHEET NO. Table 3.,1 Nailin Schedule Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and TABLE R301.2.1.2 a301.2.1.2 Protection of openings. Exception:Wood structural panels with a GENERAL NOTES g Ex pos u re B 7 1. These notes shell apply to the Genera!Contractor,each Sub-contractor and the Owners own forces.Eech Contractor shall CONCRETE&FOUNDATION NOTES _____ _ Shear Connection Requirements WINDBORNE DEBRIS PROTECTION exterior glazing in buildings located in thickness of not less than /16 inch (11 1.All footings shall bear on virgin soil having a minimum bearing capacity of. . (I)ton per square foot All Number of Number of (Prescriptive Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD windbome debris regions shall be protected mm)and a span of not more than 8 feet •dominate h s work with the work o therlContractors 11 trades and parts of the work Each Contractor shall cooperate and door xterlor footings shall be a minlmum of 3'-0^below grade unless noted otherwise In plans Joint Description Common Nails Box Nails Nail Spacing STRUCTURAL PANELS''b,c,d from windbome debris. Glazed o nin 2438 coin shall be ermitted for 2. The Contractor's and Owner's agreement to enter Into the work shall sulftce as their acceptance to the terms s ectfled 2,Alt existing fill,roots,and other unsuitable bearing material shall be removed and footings carried to the wind Speed g ( ) P P bottom of such excavation.Contractor to verify assumed soil bearing capacity and assume,full responsibility for rotection for windbome debris shall meet o enin herein,and shall be Incorporated Into any and all agreements between the Owner and the Contractor- ROOF FRAMING - p p g protection. Panels Shall be same.Contractor to notify Architect of any soil variation or condition adversely alfectlnq assumed bearing 3-second gust(mph) 90 9S 100 105 210 135 120 230 140 is0 160 170 180 19S FASTENER SPACING 3. Nothing on this drawing shall be construed as modifying In any way the Contract between the Owner and Contractor or the tapacity prior to the pouring of any footings. Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) pet rafter see Fi ure i.i . rmcheS)a.b fie requirements of the Large Missile Test precut and attached to the framing Contractor and Sub-Contractors, 3.Minimum compressive strength of concrete at 28 days to be as follows: Concrete to have 5%to 7% Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist of ASTM E1996 and ASTM E1886 as surrounding the opening containing the 4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and Building Code,New a)footings,piers,foundation walls:rca 3,000 psi stone concrete Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Rafter/ceiling Joist Wall Number of 8d Common Nails or l0d Box Nails(Toenailed) �TENER TYPE Panel 4 feet< 6 feet c York State Energy Conservation Code,Federal OSHA,and all of the Local Governmental Agencies having jurisdiction,Insofar as b)slab on ground,f cic2,500 psi concrete air entrainment per R402,2 He ht s an anal s an vials modified in Section 301.2.1.2.1. Gara a roduct with the la p g, applicable to his portion of the work re,slab:rc• DDo Garage slab=3,500 p.s.i. I�'" 5. The Architect shall not be responsible for the performance of the Genera!Contractor or any Sub-Contractors,nor shall he 4.AnU-h dro shall be added If Celling Joist Laps over Partitions (Face nailed) (see Table 3.9A) (see Table 3.9A) each lap Spacing(in.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection P . P P Pa P� 9 P g Ze O enin Panels c)superstructu 3, psi stone concrete Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie (ft•) 4 feet <-6 feet <_8 feet door glazed opening protection for shall be predrilled as required for the uarantee the erformance of their contracts y pouring takes place hi sl degrees F or less 9 P 5.The wood sole plate at exterior walls on monollthlc slabs and wood sill pbte shall be anchored to the founda- Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 12 g 2 2 2 2 2 2 2 2 3 3 3 3 3 3 No.8 wood-screw-based windbome debris shall meet the anchorage method and shall be secured 6. All existing equipment,uUllUes,structures,and other items Interfering with the Installation of the proposed equipment and tion with anchor bolts spaced a maximum or 39" on center.Anchor bolts shall also be located within 12" from structures shall be removed and replaced and shall be subject to approval of the Owner.The Contractor shall determine and/or the ends of each plate section.Bolts shall be at leaSL 5/8"In diameter and shall extend a minimum of 7"Into Rlm Board to Rafter(End-nailed) 2 16d 3 16d each end iD 2 2 2 2 2 2 2 2 3 3 3 3 3 3 anchor with 2-inch embedment 16 .10 g requirements of an approved impact- with the attachment hardware provided. verifyy the actual location of any and all utilities,process piping and related Items prior to the commencement otwork.All cross masonry or concrete,There shalt be a minlmum of(2)bolts In any one sill. 8 2 z 2 2 2 2 3 3 3 3 3 3 3 3 WALL FRAMING 16 length resisting standard or ANSI/DASMA 115. Attachments shall be designed to resist Incurred shall be the reponslblilty of the Contractor unless otherwise agreed upon by the Owner. 6.Perform required alteration to existing concrete.New work installed adjacent to and connecting with res- P 10 2 2 2 2 2 2 3 3 3 3 4 T. All dimensions and locations as Indicated on the drawings shall be considered correct,but shall be understood that they are ent work shall match existing.Joints between new and existing work shall be trawled smooth and even. Top Plate to Top Plate (Face-nailed) 2.16d 2-16d per foot 8 3 3 3 3 3 3 4 a 5 5 5 5 5 5 No.10 wood-screw-based the component and Cladding loads subject to modlflcations as may be necessary or desirable at tare time of Installation to meet unforseen or other conditions. Provide expansion)olnts. Top Plates at Intersections (Face nailed) 4-16d 5-16d joints-each Side 24 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6 anchor with 2-inch embedment 16 12 9 determined in accordance with either 8. DO NOT SCALE DRAWINGS.Written dimensions supersede scaled dimensions and are subject to revisions as per actual field con 7.A concrete block foundation wall shall be accepted In lieu of poured concrete where perrrdtted by Local Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. dltions.The Contractor shall verify all dimensions and conditions herein shown and all discrepancies are to be brou ht to the Codes. Co lain h Table R301.2(2) or ASCE 7, with the + g pper Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Architects attention before commencing with the work. 8.Provide continuous termite shield with all joints sealed along perimeter walls and shielded termite Table 3.SA Top and Bottom Plate to Stud Lateral Connections '/.inch lag-screw-based permanent corrosion-resistant 9. 1f In the course of construction a condition exists which disagrees with that as indicated on these plans,the Contractor shall caNars at plumbing pipes In crawtspaces unless otherwise noted. Top or Bottom Plate to Stud (End-nailed) (see Table 3.SA) (see Table 3.SA) per stud Exposure B stop all work and notify the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shall be stepped so that the dear distance between a g for Wlnd Loads anchor with 2-inch embedment 16 16 16 attachment hardware provided and djacent bottom ed es shall procedure and continue with the work,he shall assume all responsibility and liability arising therefrom. not exceed a slope of one vertical to two horizontal. Bottom Plate to Floor joist,Bandjoist,Endjoist 2-16d'z 2-16d''' per foot (Prescriptive Alternative to Table 3.5) lerlgth anchors permanently installed on the 10. The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro 10.Backflll shall not be placed against foundation walls unlit the concrete Is of suffldent strength and until the or Blocking (Face-nailed) For s1.1 incn=2s.a coin 1 root=304.8 ran 1 potmd=4.448 N 1 building.Attachment in accordance With cedures,or for safety precautions and programs.Contractor shall be reponsible for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. Wind Speed mile per hour-0 447 m/s work during construction against damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured continuously.If pour is Interrupted a vertical key shall be provided. FLOOR FRAMING Table R301.2.1.2 is permitted for 11.The Contractor shall check and verify location of any existing overhead or underground electrical or other hazardous 1ftlt1 Horizontal Joints are not permitted. 3-second gust(mph) 90 95 100 305 110 215 120 130 140 ISO 160 170 180 19S . This table is based on 180 mph ultimate design wind ty lines and to arrange for their safe relocation. 12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con- loist to Sto Top Plate or Girder (Tce-nailed) 2-8d 2-30d per joist buildings with a mean roof het hi of 45 P Po rN c. es, g, des,security,end clean- p g (See Figure 1.1) speeds,V.and a 4Sfoot mean root Height. � 12. The Contractor shall be res onslble for tam ra electri water toilet fadlltl fencln barrtca dulls,etc.as required for trades before lain concrete. Bridging to Joist (Toe-na{led) 2-8d 2-10d each end b.Fasteners shall be installed at opposing ends of the wood feet (13 728 mm) or less where the up as agreed upon between the Owner and the Contractor.Upon completion otwork,Contractor shall broom clean all affected 13.Concrete:work Included; . Blocking to Joist(Toe nailed) 2-8d 2 Sod each end Stud structural panel.Fasteners shall be located not less than 1 areas and cart away all debris. a)all footings,foundatio ste Spacin Wall Hei h t ultimate design wind speed, Vvh, is 180 ins, psi platforms,etc-,as per drawlnps. Blocking to Sill or Top Plate(Tce-nailed) 3-16d 4-16d each block B g t(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(ping inch from the edge oftie panel. 13. Contractors or Sub-Contractors whose work and Installations require sleeves,hanger Inserts,bolts,anchors,etc.,to be b)all concrete slabs, c.Anchors shall penetrate through the extenor wall covering mph(290 kph)or less. rs, p ppropriate Contractor who will set these to req Y g Ledger Strip to Beam(face-nailed) 3-16d 4-16d each joist (in.) built Into the work of other Contracto shall Install or rovide these Items to the a c)all other work as ulr•ed b drawln s. with an embedment length of not less than 2 inches into the work In the locations established by the Contractor who requires these Items.These Items shall be provided and their locations d)set anchor bolts, Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 building frame Fasteners shall be located not less than V/2 coordinated sufficiently In advance,so as not to delay the progress of a Job as a whole.All such Items shall be Incorporated so 14.Damp proofing:work Included; Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 males from the edge of concrete block or concrete. they wl11 meet the correct physical elevations of floors at each level.They shall be secured Into the framework for concrete so a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dust,dirt,voids and cracks and shard Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d.Panels ansched to masonry or masonry/stucco shag be as to maintain their proper location and position during the placing of concrete and removal of formwork, projections. attached using nbration-resistant ancMrs Having an 14. The Contractor shall conduct all work to preclude the effects of weather on completed woHy or work In progress.The b)allow 24 hours prior to backfl lling. ROOF SHEATHING 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 ultanate wdhdrawai capacity of not less than 1,500 pounds Contractor shall assume all responsibility and expense of temporary enclosures where necessary.Dust partitions are to be c)apply mastic emulsion only when temperature ls 40 degrees F and rising and In dry weather. Wood Structural Panels 8d 10d (see Table 3.10) 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 provided between work areas end the rest of the bullring. d)apply Celotex Trowel Mastic or approved equal on all foundation walls below grade at basement and crawl Diagonal Board Sheathing 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 NOTE: 15. Each Contractor shall be reponslble for all loss or damage arising from the action of the elements such as water,heat,wind spaces. or other•untor•seen difflcultles which may be encountered In performing the work to be done under his contract In the event e)mastic shall be applied at the rate of 1/8"thick wet 1"x6"or 1"x8" 2 8d 2 loci per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL STRAPPNG TO BE 1 V4"x20 f3AlJ6E STD OR of any suspension of work,each Contractor orSub-Contractor shall protect his work and materials against damage.Any work CARPENTRY NOTES 1"x10"or wider 3-8d 3-10d per support 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SW 0Pf EOUVALENT-CS20(COLED STRAP) or materials that have been damaged or destroyed because of failure of any Contractor orSub-Contractor to protect his (ALL STRAPPNG SHALL BE NSTAI I Fn PRIOR TO SWATI-M work or materials shall be promptly removed and replaced by the Contractor. 1.Insulation shall be fibe lass batts-toll one side,unless otherwise noted,thickness as shown on drawings. CEILING SHEATHING 30 2 2 2 2 2 2 2 2 2 2 2 2 2 3 r9 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 TYP.PROVIDE RAFTER TO 16. Any materials or workmanship found at the time to be defective shall be remedied at once,regardless of previous Inspec Staple pads on foil OVER framing. Gypsum Wallboard Sd coolers Sd coolers 7"edge/30"field KNG ATTACKANT Wf$d tion.The Inspection of the work Is Intended to aid the Contractor In applying labor and materials to and In accordance with the 2.All exterior nailing,In exposed exterior wood,shall be aluminum or galvanized. -- - specMcatio but such Ins r " WALL SHEATHING 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 AU�J®OR RAFTERS ins, pectlon shall not operate to release the Contractor from any of his contractual obllgatlorrs. 3.Provide cats at all exterior and bearing welts and all watts over 8 feet high.All stud framing having an 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 KIJGS TO PLATES TYP.PROVIDE RAFTER TO 17. All new materials and Installations shall be In accordance with manufacturer's latest printed specifications and with code - unsupported height of more than 10'-0" is to have stud bridging or otherwise be braced In an approved man- CRPPLE COPICTION H-2 p requirements ner at Intervals not exceedin ' Wood Structural Panels Sd 10d (see Table 3.11) 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 9 8�• OR EQUAL OR STRAP 18. All materials shall be new,as tatted for In the drawings,and the best of their respective kinds.No substitution shall be made 4.Alt floors designed to withstand a combined live toad and dead load of 50*per sq f.for living areas and 401E Structural Fiberboard Panels 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DETAL o LET by the Contractor without the prior written approval of the Architect.For portions of the v�rk not shown In detail but which per sq.ft for all other areas. 1/2" 11 ga.gafv. roofing nail - 3"edge/6"field a 2 2 2 2 2 2 2 2 2 2 2 3 3 3 are shown generally,or for reasonable Inference as being required for a proper and comp ete Installation,the materlat, 5.Design Umber stress-Fb+850,E=1,600,000 psi,Douglas Fir Larch No.2. (0.120"xi-1/2"long x 7 16"head) 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 NAILING&STRAPPING AT methods,and workmanship shell conform,as a minlmum,to the 6.Provide cross bridging or soid blocking @ V--0"oc maximum floors and ceilings. i typical or representative detail throughout the corresponding parts of the building• 7.Studs,sills,posts,beams and Joists shall be construction grade Douglas Fir No.2 appearance. 25/32" Li ga.gafv. roofing nail - 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 S A EXTERIOR WINDOW/DOOR HEADERS 19. No materials of arty kind shall be used upon the work until It has been Inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.All headers 5'-0" (0.120"xl-3/4"long x 3/8"head) r+EMMM wR AIL NEW oaCIRUMM MGM NEW Atti7fx 8 rejected shall be Immediately removed from the work and not again offered for Inspection. and over to have a minimum of a double ck stud on both sides of opening. 24 34 2 I I 2 2 2 2 2 3 3 4 4 4 5 Ja A 20. All work shall be executed In a workmanlike manner and all mechanics shall be stilled In their trade. 9.Joists supporting'parallel partitions,spaced apart to permit the passage of 1 n G sum Wallboard 5d coolers Sd coolers 7"ed e/10"field 16 2 2 2 2 2 2 2 3 3 3 4 4 S 6 p pl g or dud work,are to be YP g NAILING SCHEDULE'B':Mom RlA4.e cwsTla)citol►sAr41K3 21. NO note or detail or lack thereof shell be construed as reityvlg the Contractor from execution of all work In accordance blocked et maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. Hardboard 8d 8d (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 a 5 5 6 D RauttaFe•io FEauears IaR 1s►oow Di�a43s with all state and local codes 10.Where Joist hangers and other steel frame carriers are Indicated,contractor to provide and utilize the 22. Architect Is not retained for site Inspections and/or observation of the construction. Particleboard Panels 8d 8d (see manufacturer) 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 ►otation Droper smooth shank and/or annular ring Halls as recommended by the hanger manufacturer,to insure the Rough A e c o E F 23. The Architect has not been retained on this project for bidding and/or the negotiation and administration of the Contracts appropriate shear and wlthdrawl capacity of the fasteners. for construction of this ro t z-0' 2 e 2x4 I I 1 1 24. No request from a p explanationof the drawings or notation, 12.Do all cutting and tchin for all trades.In bearin walls or partitions,no stud Is to be cut more than 1/3 of i Diagonal Board Sheathing opal W'0 D )ec 11.Provide Flrestopping as required In compliance with part R602.8 of NYCRR. Table 3.6 Rld a Connection Re ulrements for Wlnd Expiosure B B mpartyforinformationregardingdariticatlon am llndatlonor 1"x6"or r wid 2-8d 2-loci per support g q C E Ir-W 4 111 ar4 2 z z 2 or request for ermisslon to ve or deviate from the g p ry requirements ofthese drawings or notations,will be entertained by the Its depth to receive ptplg,dud work, or electrical wiring. i"x10"or wider 3 8d 3 loci per support (Dead Load Assumptions: Roof Assembly DL=10 psf) fro' a to 2.4 a e are ' 3 3 a 3 Architect,unless they are set forth In writing and addressed to the Owner.if the Owner refers these requests to the Architect, 13.Provide double joists under all posts,partitions parallel to joists and around all openings.Provide double the Architect will,with reasonable promptness,consider the matter and respond In writln to the Owner for transmittal to the framin around t, nY tesponslblllty with regard to the above mentioned types of *■14 Contractor to roVldle"Sim on^hurricane clips on all ratter to stud connections&on all stud to box BOOR SHEATHING e••a a to zx4•Ir ire 3 s 3 3 g skylights_Double all beams or Joists under bathtubs end heavy appliances. i wind speed party concerned.The Architect does no nor will not,assume a 101P b m 2xa 4 4 4 4 P IK 3-second gust(mph) 90 9s too Jos 110 zis 120 130 140 150 160 170 1s0 19s 1z-0" ¢ m lie s s s s 25. The Architect shall not be responsible for the rformance of the General Contractor beam connections. wood Structural Panels Inqul unless above procedure Is followed "owe own forces,nor shall he guarantee the performance of their contracts.The obligation of the Contractor shall not extend to the 16.New work shall Ue In and lap Into existing so as to prevent leakage. 1"or less 8d 10d 6"edge/12"field (See Flgure 1.1) Pe ,arty Sub-Contractors or the Owners 15.All exterior openings shell be properly flashed. greater than 1" loci 16d 6"edge/12"field f ty ect,his agents or employees. Roo!Spa" equkM Capacity of RMge Connection(pN)='''A F A Na6H1 of®HA1S Ar EADi Bo aF S1r1APPra1t iablll oT the Archlt � p vlded at all floor netretion ,skylights,chimneys,and roof ventilators. ash nq to be ro pe s.pipes,vents Diagonal Board Sheathing Roo Pnc (hl R B.Mt1Ee1 of 3LL sTtna 0111E RAT OQ3 NOT APPLY ro Ixx2tro 26. Items shown on plans but not s pecMcally stated In the specifications and/or vice versa shall be considered to be Included Flashing to be provided at hips,ridlges,valleys,changes of roof slopes,gable ends and top of foundation watts. � 2"x6"ori"x8' 2$d 2loci per support 11 18 39 51 64 77 91 105 136 169 205 243 294 327 397 C-MA094OFP11LHWITgOSTWSAT6W1WEOFWAM In the contract. " 27. Items not specifically called for by manufacturer number or ra All roof Intersections to have flashing to extend 8 In each direction.All flashing to be aluminum unless noted 1"x10"or wider 3-8d 3-10d per support 16 37 52 68 85 203 121 141 182 226 274 325 379 436 529 0.KDOM aF so NN9 e0AMM 11110. H ADA-CE Ir kilo sw M eo q de specifications,shall be furnished In the most economical otherwise.AI!rafters to line up directly over studs. OF�AT EMN SM model,grade or manner of Installation. 18.Install shims to 20 46 65 85 106 128 iS2 176 227 282 342 406 473 S45 661 , provide floor pitch under sheathing and perpendicular to the roof joists to provide for roof E MA�t OF 4MX Sn=AT EACH 90 CF 1tPMM fllS M WILINE MOM 28. Each Contractor shall carry Workers Compensation Insurance In the amounts prescribed by law and liability bodily Injury ventin g In 3:u 24 s6 n io2 1za 154 192 211 m 339 410 4a7 s69 654 793 automobile and other Insurance in the amounts end eriods satisfacto to the Owner.fie Architect shall be listed as addition flat roof areas. Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements n 65 91 119 149 190 212 246 318 39S 479 S68 663 763 925 F• MAeat aP ea w4s eo.vaifl 1t4two+A6M@n 4Aot snn9 ro D ry (Prescrl tive Alternative to Table 3.9) 32 74 lay 137 170 206 243 291 363 4S2 547 649 758 973 1057 JACKS APO KNGS AS tyv ar sltal Ar EA01 svE Dots for APPir ro ooae a!names Insured. 19.All Interior leaders are to have 1/2"foam sound Insulation. P SHOVvM TYP.DETA1-•U T 29. The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect and 20.All Interior doors to be 1-38"hollow core lauan_veneer•ed with approximate hardware.Contractor shalt 36 83 118 154 192 23] 273 316 409 508 616 730 852 962 1190 their Agents and Employees from and against all claims,damages,losses and a enses Includin Attorn Roof Live Load Ground Snow toad 12 26 35 45 55 65 77 88 113 139 168 199 231 266 321 xP g ey's fees arising out of stipulate an allowance for all lock sets. soRd Sawn Joist and Rafter Notching;and Borin`Llmtb stud notching and Boring Umho or rt�ultlnq from the performance of the work 21.Use waterproof membrane flashin 20 psf 30 psf 50 psf 70 psf 16 35 47 60 73 87 102 I18 150 186 224 2fi5 308 354 428 30. In an and all Claims a Inst the Owner or the Archlt g over all outside doors, y ga ect,or any ofthier Agents or Employees,icy any Emplo ee of the R . . Roof S an ft 20 43 58 75 91 109 128 1.7 188 232 280 331 385 443 536 _ _ Y P l l .:12 24 52 70 99 ilo 331 153 176 226 279 336 397 463 53z 643 Contractor, I Sub-Contractor,a9 one directly is plaaragreaph shall not be limited n any way byoany llml ation onn the amount Y 1.Fasteners for asphalt shin les shall be galvanized steel,stainless steel,aluminum or copper roofing nali e liable the Indemnification obi a on I 9 tl under th s 12 24 36 12 24 36 12 24 36 12 2a 36 n 61 82 104 128 153 179 206 263 32S 392 464 540 620 750 Notch d or type of damages,Compensation or benefits payable by or for the Contractor or Sub-Contractor under Worker's minimum 12 a e shank with a minimum 3/8^diameter head ASTM F 1667,of a length to penetrate thro gh depth.1/4a g 9 •p•n sely Hole edge Conpensation Acts,Disability Benefit Acts or any other Employee Benefit Acts. the roofing materials and a minlmum of 3/4"Into the roof sheathing.Where the roof sheathing Is less than 3/4" Ra e( ,i 1..s 3z 69 0 139 14 1 4 1 as 694 797 964 °"""h"d°" 31. All work let under•these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thick,the fasteners shall penetrate throgh the sheathing.Fasteners shall comply Wltfi ASTM f 1667, Raper Slope Required Number of lfid Common or 40d Bolt Nails per Heel loiM Connection Spacing(in.) 36 78 105 134 164 196 23D 264 33R 418 504 596 694 797 %4 dtatanes>5/8" Outer 1/3 of 12 3 5 8 3 6 9 5 9 13 6 12 17 12 20 27 35 43 51 60 69 68 109 132 156 18Z 209 253 span only year from the date of the acceptance of the Owner.Granting a Certificate of Occupancy,or the Owner's use of the premests *EXCEPTION AS hat i6 4 7 io a 8 12 6 12 17 8 15 23 16 26 36 46 57 6a 80 92 11a 146 176 209 242 279 337 Hole diameter shall not constitute acceptance of the work D t strip shingles shall have a minlmum of six fasteners per shingle where the roof is s T/6d In one of the following caltagories:(areas wfthn i mile from the water) 3:12 20 33 45 58 71 BS 100 ii5 147 182 220 260 303 348 421 stud single stud Hole diameter 32. Contractor shall Inspect site and make all appropriate Inquidres to determine conditions and field Construction criteria a. The basic wind speed per Fggure R3012(4)Is 1J0 miles el hour or 19.2 4 8 12 5 10 14 7 14 21 9 18 27 SAZ 24 40 S4 69 85 102 119 138 177 219 264 312 364 419 506 .3/5d rior to submission of bids,and shall make no additional claims regarding site conditions thereafter. D greater and the eave . 1/3 tolst Double stud D is 20 feet or hl 24 5 10 15 6 12 18 9 17 26 12 23 34 n 46 63 91 99 119 139 161 205 25S 308 364 424 488 S90 1/43olse depth,foes 33. Contractor shall obtain all required approvals,permits,certificates of occupancy,Inspection approvals,etc.for work per gher above grade. 12 3 4 6 3 5 7 4 7 10 5 9 13 31 53 72 92 114 136 159 194 236 292 352 416 485 557 674 d°ptn,Max. 0 ''-. - r,aDr. Plate formed from agendas having jurisdiction thereof. b. The basic wl nd speed per Figure R301.2(4)Is 120 miles per hour or greater. 16 3 5 8 3 6 9 5 9 13 6 12 17 36 60 81 300 128 153 179 207 Z65 328 3% 468 545 627 7s8 Hds sdpe 34. Unless otherwise agreed upon between the Architect and Owner, the Owner sisal!pay for and Contractor Shall obtain a 2- Asphalt shingles shall only be used on roof slopes of two units vertical In 12 units horizontal(2-12)or greater. j 4:12 19.2 3 6 9 4 7 11 6 11 16 7 14 21 12 2° 26 33 40 48 55 63 81 99 119 141 164 189 227 r"aiM1 distance>5/8" building permit from the village prior to starting any work• For POOislopes from(2:12)up to(4:12),double underiayment application Is required In accordance with Section 1/3 Met 35. The General Contractor shall coordinate scheduling ofSub-Contractors and other Contracts and shall rovide eve I Asp 7- 16 27 35 44 54 63 7a 0 13S 166 I" Jae 21s 313 3oz D ry dui 3 Asphalt shingles SheA haveself-sealing strips or be lnteNocklnq and tom 24 4 8 i t 5 9 f3 7 13 19 9 t7 26 a.pth,Mex. 1/elNet ble cooperative effort to coot•dltrate completion of all work.The General Contradorshalt tinplate a tom rehemrslve shcedule P1Y with A17M D223 or D3462. 20 33 44 ss 67 79 92 106 135 16B 199 23s I73 313 379 D 4.n areas where the average daily temperature In January is 25 degrees F(-4 12 3 3 5 3 4 6 3 6 8 a 7 i 1 opt^""°� of all work pertaining to all contracts and shall wbmlt same to the Owner In an acceptable format for review well In advance of degrees C),or less or when 6:12 24 40 53 66 e0 95 i11 127 162 I" 239 292 327 376 4S3 r� Table R3012(t)criteria so designates,and Ice barrier that consists of at least two layers of underlayment 16 3 4 6 3 5 7 a 7 li 5 9 la 28 47 61 77 94 312 129 148 198 232 279 329 382 438 S29 36 Conto rndor shall coordinate construction activities wltfi Owner to minimize Interruptions to normal owner operations �e'ted together or of a self-adhering polymer modified bltumin sheet,shalt be used In lieu of normal • 5:12 19.2 3 S 7 3 6 9 5 9 13 6 11 17 32 S3 70 88 107 127 148 169 215 26S 319 376 436 Sol 60S 3T. The Contractor shall conduct all work In such a manner O to not Impair the structural Ins underlayment and extend from the eaves edge to a point at least 24"nsidle the exterior wall line of the bld egrity or stability of adjacent 5.All metal flashing where called for on lans shall be aluminum. 9- 24 3 6 9 4 7 11 6 11 16 7 14 21 36 60 79 99 121 243 166 190 24z 298 3se 423 491 S64 680 structures,equipment,or utilities.Should damage occur as a result of the work,the Contractor shall repair or replace said 6.Contractor shall provide gutters and leaders as 12 3 3 4 3 3 4 3 4 6 3 S 8 12 27 32 37 43 49 55 62 76 94 112 132 153 175 211 STRAPPING DETAILS damaged Items to the sa9sfactlon of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs required and shall conned them to the approved storm associated with Work Discontlnuatlon,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. water drainage system as r 16 3 3 5 3 4 5 3 5 8 4 7 10 16 36 43 SO 57 65 73 82 102 125 149 176 204 233 2e1 •7.All exterior openings shall bet ro 7:i2 20 4s s3 62 72 es 92 103 127 I% 197 220 254 291 3S1 38. The Contractor shall have a coin tent re resentative or foreman resent,who shall follow without delay all Instructions D perly flashed 24 3 a 5 3 a 6 3 6 9 s s iz D P 8.All work shall beer a written one(1)year guarantee front Roofig Contractor from the date of the Owner's 7.11-12:12 24 Sl 64 75 96 98 310 123 253 197 224 263 30s 3so 421 of the Owner or his/her assistants In the prosecution and tom letlon of the work In conform) with this Contra and shall t acceptance. 24 3 5 7 3 s B a B u 5 iD 15 Sill Plate to Foundation Anchor Bolts P ty �" 28 62 74 87 100 114 229 144 178 218 261 307 356 408 ..91 have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative avail 12 3 3 3 3 3 3 3 3 5 3 4 6 32 71 es 99 1 is 130 147 161 204 250 2" 3S1 407 466 S6z wall Stud able to redeve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours. 9-All roof Intersections to have flashing to extend 8^(measured vertically)above flat root 9:12 16 3 3 a 3 3 a 3 a 6 3 S 8 36 80 % 112 124) 147 16S 185 229 281 316 39S 45A 525 61z 39. The Contractor shall,at all times,provide constatn and easy access and safe and proper fadiltltes for the Inspection of all 11.Built up roof l ti In of 3-ply built up roof with gravel topping;tie Into ex)sting. z9.2 3 3 4 3 4 5 3 5 7 3 6 9 Wall Stud Bottom Plate parts oT the work. 11.New work shall tie In and lap so as to prevent leakage. Z4 3 4 5 3 4 6 3 6 9 4 8 12 Anchor Bolt Anchor Bolt • • ' 40. Before any payment will be made by the Owner,the Contractor shall deliver to the Owner any waiver or releases of any 12.Atl exl�rlor nulling shall be aluminum or gatvanJzed 12 3 3 3 3 3 3 3 3 4 3 3 5 TABLE R301.5 TABLE R301.7 Bottom Plate I I-� liens arising out of his contract for work completed as of the date of the request for payment The Contractor shall also deliver 13.Flashing to be providted at all roof penetrations,pipes,vents,skylights,chimneys and roof Floor Joist all manufacturers'warrantles,guarantees,operational and maintenance manuals pertaining to his work:furnish evidence ventilators.Flashing to be provided at hips,ridges,valleys,changes of roof slope'gable endls and top of foun- 16 3 3 3 3 3 3 3 3 5 3 4 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL teel Strap lapped under sill plate I ' 12:12 " • I a satisfactory to the Owner that all payrolls,bills for labor, mnaterials and equipment,and other Indebtedness connected with his lotion walls. In oundS er s uare foot MEMBERS CS20 7 MIN• work for which the Owner or his ro 14.Atl skylights Installed In roof system with pitch oT3/12 or less are to be mounted on min.4"hi h curbs, 19.2 3 3 3 3 3 a 3 a 6 3 5 7 (• P P q ) b,c I • p RertY might In any way be responsible,have been paid or otherwise satisfied Each con 15.Install shims to provide roof pitch under sheathln end 9 24 3 3 4 3 3 S 3 5 7 3 6 9 ° I• tractor shall also deliver to the Owner written guarantees In form and whose terms and extent will be established In the 9 perpendicular to the roof joists to provide for roof agreements between each Contractor and the Owner. venting In flat roof areas. USE LIVE LOAD ALLOWABLE ;(k d 16.All Interior leaders are to have 1/2"foam sound Insulation over PVt i In STRUCTURAL MEMBER I�I I( Sill Plate `= 41. Each Contractor shall De responsible for cutting,ftttfng and patching of his work that may be required to complete the D P 9• Tab1e3.10 RoofSheathingAtliaehmentRequirementsforWind Exposure B DEFLECTION - - work of his contract,no ContractorshallendangeranyworkofanyotherContractorbyexcavating,cutting,orotherwise ELECTRICAL NOTES Uninhabitable attics without storageb 10 Loads Steel Strap lapped t111der alterin an work ofan b o Rafters having slopes greater than 3:12 with _ 9 Y y other contractor,and nti Contractor shall do so without the prior written consent of the Owner. Any 1.All electrical work shall be confined to the space and location allowed for It,and shall be In strict confor- Uninhabitable attics with limited storage 20 L/180 si11 plate CS2O costs caused by defective or Ill-timed work shall be borne by the party responsible therefore. mance to the National Electric Code and erpin all stmuctu governing munldpallty. finished ceiling not attached to rafters I l � - 42. Contractor shall brace shore 1•es,Including neighboring structures,as required for 2.Provide se pp es, perages based on manufacturer specMcatlons. Habitable attics and attics served with fixed I I I m= q sate operation.The Contractor Is to take all necassa and rodent steps to shore and brace exlstin structure rior to 3,Contractor Is to verify with owner,if the owner will be purchasing appliances and having them Installed by wiee speed ls.co•epnt 1'roM so x too tos flu Its sin rso 14o tso t4• t70 us sin n n + . rtfOrce and/or and cis"Fit' 1-1) 30 Interior walls and partitions H/180 5/8 dia.W/3 s uare washer ry D g D parate circuits for all a lianc am Rafer Fastener spicing stairs Installation of headers for new openings.The proper and safe execution of this work Is the sole responsibility of the Contractor. others prior to submitting a bid on the project Floors L/360 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as scat 4.Contractor shah Install,as P S1iesUting location �cin [die" Y11 rt Uplift Load per Nail(Ibs) Balconies(exterior)and deckse 40 folds,staging,platforms,runways,hoists,ladde chut tent ora flooring,guard rallin Per Owners direction,any ring sh Intercom,alarm,thermostat tale hone and/or swaag rea.+ sq+pons rs+ es, P rY S, 9s,shaftway protectlolns,etc.,for TV Antenna wiring In watts Ceilin s with brittle finishes includin latter requirements prior to sheetrocking.All wiring shall be concealed In Ovals,floors,or cellings, the protectioln of workmen and of the ubllc shall be rovid 5.All wiring shall be copper and all work conform with NEC and NYBrU and shall be Board of Fire Underwriters li"-I t+"I a`"•► Fire escapes 40 g g D L/360 p p ed,erected,and malntalned In accordance with the 6 12 17 19 n z3 a zs 3° 3s 41 47 53 60 67 78 and stucco) of the New York State 6ulld ing Construction Code,and all other laws, rules,or orditnaces of all Governmental Agencies having approved and Include the following: . 6 6 9 l0 I1 12 13 14 15 18 21 24 17 10 34 34 Guards and handrailsd 20011 Ridge Structural Ridge Rafter to Stud Juris�ction.Contractor shall provide,erect,malntaln those Items required for use,obtaining all necessary perrnits,Inspections a)ell wlrin q for new switches,outld�tr,fixtures,re-drculUng necessary to allow for all new work,all rewiring of 12 Ceilings with flexible finishes(including and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise existing fixtures and labeling of circuit breakers to Indicate circuit use. 4 . b 7 7 6 9 9 10 1z 14 16 14 zo 2t 26 Wfurnlsh NFBU CertMcateatcompletlon of work. - Carbon monoxide R314&R315 3 3 s 5 6 6 7 7 e 9 10 12 14 15 17 20 Guard in-fill componentsf 50h gypsum L/240 44. Coo actors shall make timely submissions to the Owner of thevarlous Items as set forth so as to alloy(reasonable and ade• 6.Furnish and Install single station smoke detecting'alarm device in compliance with Sec- of NYS Building 6 u 13 15 1A 11 14 37 20 27 s4 61 7o r, 45 52 g g g ���a STW ��De/u4 4 STW quote time for review,possible correttklln,possible resubmission,and for approval of submissions without delayin the Code and shell be provided outside each separate.lee In Brea In each steeping space and on each floor level. 6 6 I2 13 14 16 17 19 20 24 27 31 35 40 45 52 Passen of vehicle ora eS' SO4 board 16 4 4 8 9 10 to I1 12 14 16 15 21 24 27 30 3S All other structural members L/240 ++ sy progress of the entire project or any phase of the pro)ect q g ty g g res,switches,outlets,etc.prior Interior zone 3 3 6 7 7 5 9 9 10 1z 1. 16 15 m zt 16 Rooms other than sleeping rooms 40 'I 2 Mln. 'I 2 MI f1. . 7.Contractor shall verify with the owner,location and uarttl of II htin Rxtu 6 u i7 30 33 37 40 44 49 56 65 74 94 9s 107 12S Exterior walls-wind loads'with plaster or to providing a bid on the project 6 6 14 15 17 19 20 11 2a 26 33 37 42 u 54 61 Sleeping rooms 30 H/360 8.Provide a minlmum of one outlet In a hallway that exceeds 9'-0"In length. 19.2 stucco finish ' ' 9 '° " 12 1. 15 16 19 2z 25 za 32 36 42 stairs ao= CS20 0 • These p ans are esigned in actor once wi a Inerican Forest& Paper •9.Provide Otte d►utietln each room a minlmum ot6'-0^from the entrance to that room. 3 3 7 8 9 9 10 11 12 1d 17 19 21 24 27 12 Exterior walls-wind loads'with other brittle ° CS20 ° - Association Wood Frame Construction Manual for one and two-famil dwellin s , .1o.Provide a minlmum of oneGFloutletwithin3'-O"ofanysinkandaminimumofoneIneverybathroom 6 12 34 37 41 46 s° 55 59 70 81 9i ]OS 119 333 156 H/240 . Y g unless otherwise specified. 6 6 17 19 21 23 15 1A 30 35 41 47 53 60 67 7A TABLE R402.2 finishes 24 2018 Edition - prescriptive method 11.Contractor must verify with hls licensed electrician n an upgrade ofelectrical service Is required for this . 4 12 13 14 16 17 19 20 24 27 31 35 40 4S SI 1 9 10 11 32 13 14 is 19 21 24 27 )0 34 3n MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loads'with flexible I ° a - project prior to submitting a bid. 6 12 32 35 39 .3 47 s1 s6 66 76 87 99 112 325 141 CONCRETE finishes H/120` L$U These plans comply with all of the requirements of the following: 12.Contractor to verify locations of masts,meters,sub-panels,etc.for relocation as required for the project. Contractor must also notify the Architect of locations If not shown on plans. •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical Code PLUMBING NOTES 6 6 16 18 10 21 14 16 29 33 38 44 50 56 G3 74 Lintels supporting masonry veneer walls L/600 _ •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code 12 3 3 8 9 13 15 16 17 19 22 16 29 33 39 42 49 MINIMUM SPECIFIED a 1.All plumbing work shalt be In SUict conformance with all state and local codes 3 3 e 9 10 11 12 13 14 1T 19 22 25 28 32 37 6 12 62 47 52 57 63 6A 74 97 lot 1t6 13z 149 167 1v6 COMPRESSIVE STRENGTH° 16 6 6 21 24 26 29 32 34 37 44 51 58 66 75 A4 9A TYPE OR LOCATION OF CONCRETE (P� • All roofs ee it in s floors desi ned MTS30 •2020 N.Y.S.Existing Building Code •2020 N.Y.S. Property Maintenance Code 2.Not water heater shall have a maximum temperature setting of 140 degrees F. 4 4 14 16 18 19 21 23 25 29 34 39 44 so 56 bb CONSTRUCTION " g ' g •3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specMcatlons. Weathering Potential° •2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National Electric Code 4.Provide Insulation on all new piping as required by code. 3 3 u fz 13 fs 16 82 19 22 16 29 31 1a 4z 49 - __--' 5.Remove and relocate all existing piping as required to assure the proper execution of the work. P!r{11"eter Edge lone 6 lz 5° s6 61 6A 75 a1 89 105 121 139 1sA 179 too its N It ible Moderate Severe For dead load of 10 P.S.F. •2020 N.Y.S.Fire Code •2020 Uniform Code Supplement 6.Below grade waste lines shall be XHCI piping, 19 2 6 6 15 29 31 34 35 41 45 53 6t 70 79 90 f00 Ile e9 9 . 4 17 19 2f 23 25 28 30 35 41 47 S3 60 67 74 Basement walls,foundations and 3 3 13 14 16 17 19 21 23 27 31 35 40 45 so 59 7.Potable Ilrtes shall be type"L"copper. , 6 u 63 7D 78 85 94 102 311 131 1S2 174 198 223 250 294 other concrete not exposed to the 2,500 2,500 2,500` •2020 N.Y.S.Plifmbing Code •2020 Supplement to the N.Y.S.Energy 8.All gas or oil piping required shall be performed by the plumbing contractor. 24 6 6 32 35 39 43 47 51 56 66 76 87 99 112 125 147 weather . . 21 24 26 29 31 u 37 44 51 s9 fib 7s ea 9A Conservation Construction Code 9.Sanitary disposal system shall be County Department of Neatth Services approved for design and 3 3 16 IR 20 22 24 26 2A 33 38 44 50 56 63 74 Basement slabs and interior slabs Column Ca obta ning all a Owners surveyor shall be responsible for deslgrt and locations of these facilities es welt as 2,500 Z500 2,500° p Corner Holdown Floor to Floor Connection approval aitpermltsor Fasteners do on rade,exce t ara efloor slabs For Sl:l pound per square inch=6.895 kPe. approvals w e Uplih Load per Nail(Ibs) 9 P 9 9 cur Wbk Endwall Rake or Iln•I Basement wails,foundation walls, a.Strength at 28 days psi. LENGTH 10,Contractor shall provide hot water baseboard heat throughout at perimeter walls unless otherwise noted Rake Truss with up to 9" 6 28 .31 35 3A 42 46 50 S9 68 7A 8R 300 112 1 t 1 b.See Table R301.2(1)for weathering potential H D U END GENERAL NOTES 11.Water main must be 7'-0"away from the sanitary disposal system and 4'-0"deep• • exterior walls and other vertical EEnGTH 12.In bearing walls or partitions,no stud s to be cut more than 1/31ts de th to receive I In duct or efectri- Rake l>wrerh 4 19 z1 2t z6 z5 31 tt 39 as sz 59 67 x 9R 2,500 3,000d 3,000d a Concrete In these locatbns that is subject to freezing and thawing durMg i „ p p p p, sins i e 12 1. The mechanical system shall be installed in accordance with chapters 12-24 of the sal work. COOCfete constructbn shall beair-entrained concrete In accordance with Footnote d. l 14 16 1s t9 21 2 t is w i• i9 4n 50 Sb 66 0 Residential Code of New York State. work exposed to the weather d.Concrete shall be air entrained Total air content(percent by volume of ° • 2. The plumbing system shall be installed in accordance with chapters 25-33 of the 13.All water service and distribution pipe and fittings to be Copper alloy. concrete)shall be not less than 5 percent or more than 7 percent. Residential Code of New York State. Exposure B Porches,carport slabs and steps f. or garage R402.2th a steimumce d finisousmction ocontent o 6 -0 SPAN 14.All drain,waste and vent i In and fittin s to be PVC-DWV Table 3.11 Wall Sheathing avid Cladding Attachment exposed to the weather,and garage 3,SOOd• f.For garage floors v4m asteel-troweled finish,reduction of the total air content r 0 3. The electrical equipment and wiring shall be installed in accordance with chapters p P g 9 Requirements for Wind Loads floor 2,500 3,000d•e•f e f (percent by volume of concrete)to not less than 3 percent is permitted ff the 34-41 of the Residential Code of New York State. specified compressive strength of the concrete is increased to not less than o 4. Exterior windows and glass doors shall be installed in accordance with Section R609. slabs a000 psi BCS All glazing shall comply with section R308. wind Speed i,,,;. END 5. In all frame walls,floors and roof/ceilings comprising elements of the building thermal 3-second gust 90 95 100 105 11D 115 120 130 140 150 160 170 180 195 t_LNGTH envelope,a moisture vapor retarder shall be installed on the warm in winter side of the (mph) TABLE R301.2(1) See Fi ure t 1 CLIMATIC AND GEOGRAPHIC DESIGN \ 1; s CS2o IZ" insulation in accordance with section R318. 6. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 STRUCTURAL SHEATHING CRTFEREA �!°.•'+- with a smoked developed index of not greater than 450 in accordance with section I: F E f E F E F E F E F E F E f E F E f E f E F E F E F WIND DESIGN SUSJECTTODAMAGEFROM Column Base -- ,R3D2.9 7. Insulation shall have a flame spread index of not greater than 25 with a smoke developed Stud Spacing x, GROUND SEISMIC WINTER ICE BARRIER AtA MEAN Sheathing Location Maximum Nail Spacing for 8d Common Nails or Lod Box Nails(inches,o.c.) F►ost FLOOD index of not greater than 450 in accordance with section of the R302.10 (inches,o c.) SNOW Speeds Topographic Special wind Wlnd borne DESIGN DESIGN IJNDERI AYMENT FREEZING ANNUAL 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 LOAD° k l CATEGORYr Weathering° Ilne Termite° �Mp• REQUIRED^ HAZARDSg INDEV TEMPI 8. Interior wall covering shall be In accordance with section R702 and exterior wall sHEeT TITLE (mph} efleMs region debtls Zone'" covering shall be In accordance with Section R703. .- depth° ABA44 ,I AR�,� GENERAL N QT E S interior Zone 16 li 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 32 6 12 6 11 6 12 6 12 9. Asphalt shingles shall be Installed in accordance with section R905.2 24 li 12 6 12 6 lz 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 20 Ib 130 Yes NO B Severe 3g" M to H 15° Yes 150 45° e ° • - t. S-5C �`1, t'RO.JEGT NAME 12 li 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 MANUAL J DESIGN CRITERIA or< ° `f !-sr' �a `C1 Perimeter Edge Zone 16 li 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 Indoor Heating 'fr % t .`�, , 24 li 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 Winter Summer Altitude Design .n . �. ,,, .K;',` •''., Elevation Latitude heatin coolin correction factor dlesign tern•ereture coolin temperature _ ;; g g P g _ - KEI�TNFr.L`H SCHULRZAN BOARD SHEATHING or LAP SIDING temperdttlre difference .:• s ; r.• Sheathing Size Rafter/Truss Spacing :?-.:'• 3 y '' D/1Tta • Minimum Numner of Bd Common Nails or loci Box Nails •..�•s•?:: _ --•-' ARCHM�.'(Z',p.C. (inches,o c.) Per support Cooling Wind Wind velocity Coincident Dally Winter Summer -.Z•'ti NO.02653� t • 1 5L09 LY1�TN AVEI�'IIE 5C.ALE tempetaturedifference velocity heating cooling wet bulb range himlidity humidify • ��Q� E. NORTHPORT,N.Y.11731 �., OF NfNN TEL, /PAX.(631)3B8-2388 im No= SHEET NO. lx6 or Is$Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1x10 or Lae er aheathm 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3