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HomeMy WebLinkAbout45838-Z �O�Qg��FOlKCpGy Town of Southold 7/8/2022 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43223 Date: 7/8/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 2125 Pine Tree Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 98.-1-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2021 pursuant to which Building Permit No. 45838 dated 2/24/2021 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: alterations to existing single-family dwelling as applied for. The certificate is issued to Hans,Richard&Siobhan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45838 6/16/2022 PLUMBERS CERTIFICATION DATED 6/15/2022 a 'tuck Phi in t ori ed Signature SaF0i/rcvy Town of Southold 7/8/2022 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43224 Date: 7/8/2022 THIS CERTIFIES that the building SHED Location of Property: 2125 Pine Tree Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 98.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2021 pursuant to which Building Permit No. 45838 dated 2/24/2021 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: existing accessory shed relocated as applied for. The certificate is issued to Hans,Richard&Siobhan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED t or' e Signature u� TOWN OF SOUTHOLD foiK°o ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 45838 Date: 2/24/2021 Permission is hereby granted to: Hans, Richard 60 Knollwood Dr Larchmont, NY 10538 To: construct alterations to existing single-family dwelling and to relocate an existing accessory shed as applied for. Two CO's required. At premises located at: 2125 Pine Tree Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 98.-1-13 Pursuant to application dated 2/8/2021 and approved by the Building Inspector. To expire on 8/26/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $304.40 CO-ALTERATION TO DWELLING $50.00 ACCESSORY $148.00 CO-ACCESSORY BUILDING $50.00 Total: $552.40 ildin pector ho��pF SOUr�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 . �Q sean.devlin(W-town.southold.ny.us Southold,NY 11971-0959 OIyCOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Hans Address: 2125 Pine Tree Rd city,Cutchogue st: NY zip: 11935 Building Permit* 45838 Section: 98 Block: 1 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rocky Point Electric License No: 32644ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 27 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 4. Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 56 CO2 Detectors 2 Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO Transformer UC Lights Q' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 20 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, DW, Hood, W/D Notes: 1/2 House Renovation and Service Inspector Signature: Date: June 16, 2022 S.Devlin-Cert Electrical Compliance Form Town '1'e1e0.haiie i(63'1)765-.1802 54375 Main Road` Faz:(53a) 765=9542 P:O..Box:ll,74 C'', Southold,:NY 11971-0959 r BUILDINGDE RTMENT JUN 2 9 2022 11 TOWN 4k' �OTJT�IULD TMIN OF SO&j&&D Date:: :.. '. :.. / P Building;PermztNo: 4Y-6 - Owner:.. L-3,,jrre.fj_ ' 1 LL-C lease: rint I / (Please print): ,L:oertify that the:solder:used in thewater supply system:oontains,less than:2L10:of 1%. lead: (Plumbe"*rs Signature}` Sworn to before-me this, s��� dayof HELS11 EL. CHALONE Notary Public, State of New York Registration#01CH6287106 Qualified In Suffolk County Notary Pub.ib, V:..:. ; . �[� C`(7EIit(y> Commission Expires Aug.5,20 'o .... ......... ......... ... OFSO(/Tyo * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [` ] FOUNDATION IST [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [J ]= FIREPLACE & CHIMNEY [ Y FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ :] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O REMARKS: � yj _hn / �h v , - c&714e)r_ ,4:_vn_v l I'll wkv, u- aii" "o-Fb; P- , /anr"/,AA o l7` f _4� DATE 6z, INSPECTOR OF 50UTyo� �° S�.j CIL� * # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm '' 765-1802 : INSPECTION ] FOUNDATION 1ST ' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND` f ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION" [ ] FIRE"RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE: `� '2,27NSPECTOR ��(� �o��OF SOUjyolo * TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/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: < 9"Zot--ric, CAA eadxe�� A� -96, l � .o- uv 0(,o b, 7 VA DATE IS Z INSPECTOR OF SOUIyo� 9 � ez,' 25 - # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: 2 u,�2 d~ �1/'te e -- DATEINSPECTOR �_ �� Insulation Certificate ELI CONSTRUCTION This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency E Requirements. (] Open Cell 0.50 Lbs/ft? © Closed Cell 2.00 lbs/ft? ; Kraft Faced R-21 fiberglass 6.50 Lbs/ft' ' 0 M DC-315 Fire Retardant Thermal.&Ignition Barrier I 1 ! Consult International Building Code, Chapter 26-Plastic and international Residential Code I (IRC) R316 Foam Plastics for specific requirements.The spray polyurethane foam insulation systems) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of. Area Insulated Aged R-Value Thickness" Roof Rafters (Closed Cell Sprayfoam) R-42 At 6.0 inches Exterior Walls (Kraft faced fiberglass) R-21 At 3.0 inches . I Concrete floor(Closed Cell Sprayfoam) R- At inches "Nominalthicimesses are representative of rield,spray-applied foam materlaL i r ' I Jobsite Address: 21.25 Pine tree Rd Date of installation: 02/14/2022 &U-rCNoGvI;- kamr-1,NY 14948 Contractor. Eli Construction Services INC. Phone: (631) 869-5171 FP *f BUILDING DEPT: TOvM OF SOUTHOLD 1490 William Floyd Pkwy#109 Shirley,New York 11967 (631)869-5171 AME:L N info@eGconstruction.com CONSTRUCTION CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road• PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com 37p�r_fp J�p June 15,2022 IV/00J r FE 11 � JC 1JUN 15 Southold Town Building Department �row� i o G DEPT 54375 Main Road UTHOLD Southold,New York 11971 Re: Hans Property 2125 Pine Tree Road Cutchogue,New York To whom it may concern, I have been on site during the construction phase and the footings,foundation,framing and strapping, rough plumbing with pressure test and insulation have been completed as per plan and to the best of 1 my knowledge meets or exceed NYS code requirements. Please call this office with any questions you may have. ! Sincerely, I A ill 7 i , iS fI t y0, .11��rt�? I Mark Schwartz i AIA j �i •ml?rr :1rnE�iian lntilrhrtrl .ars Irrt ,,Pt,ic I 1 i+ .I '' I . 1 -MIA= �zwry � • B3 � 9S l3 9. v rim WIM �LIJ Btu• F M • SZ TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hqps://www.southoldtownny.gov For Office Use Only s F---.DateReco"y cl-, \v I r DJ i. PERMIT NO. Building inspector: Applications and forms must be filled out in their entirety.Incomplete applications FEB 8 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. APPLICATION FOR BUILDING PERMIT Date: OWNER(S)OF PROPERTY: 94 66199 3 15 L It C r Name: !Z- Tax Map#:SUM#1000 f!2 Physical Address-, Phone#: 214: 4,3 3-7 0 C014,— Mailing Address: �O j4W0LI,y,,;aQ0_ PIZ CONTACT-PERSON: Name: 12 e wAYZT—Z. td4 L=L= Mailing Address: e") 9y 5— Phone#: Email: I DESIGN PROFESSIONALINFORMATION:' Name: Mailing Address: Phone#: Email-,7 CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: 9134 Email: IIXL DESCRIPTION OF PROPOSED CONSTRUCTION EINew'Structure DAdditionKAlteration .[]Repair ElDemolition Estimated Cost of Project:,KOther 07-iCA)OAZ 44__229;�770A-1­17 $ Will the lot be re-graded? E]Yes)40 Will excess fill be removed from premises? 11Yes; 0 No NIA PROPERTY INFORMATION Existing use of property: 64,0.)441 Intended use of property: 5f�M5__7 Date of Purchase: Name of Former Owner: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 14 this property? ❑Yes�No IF YES,PROVIDE A COPY., ❑ Check B*ox A.1iter Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION 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 taws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demofition as herein described.The appilcant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in tiuilding(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 13y(print name): 4 uthorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) SS. COUNTY OF I/ ro L IC I—l A V—V— SC H wA re. z- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (S)he is the C (ContractcCAgentrporate Officer,etc.) of said jwner or owners,and is duly authorized 1 perform or have performed the said work and to make and file this applicatign;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this th day of__Feh Zp� Notary Publiif I EY'L. DWYER NOTARY PU IC,STATE OF NEW YO K NO.01 DW6306900 PROPERTY OWNER AUTHORIZATIONQUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30, qA residing at_ C'67e7 I< I t...d.d11L-j Lk do hereby authorize QI-{ 7 r to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owners Signature Date Sib 6 h o,n Ra iv:� Print Owner's Name --_=_—-------------- — — — — — — — — — — — — — - --------------------- --------------------- OeC''46 INSTALL(4)3/8"dia.THRU-BOLTS w/ I RR Q2g„ WASHERS AND NUTS AT EA.END(TYP.) o� L-I LA I DBL 2X8 COLLAR TIE @48"OC O L- — — — — — — — — — — — — -1 W EX. DECK SISTER 2X6 DF#2 RR TO EXISTING 2X6 RR(TOTAL-2-@24"OC) — — j DBL 2X8 COLLAR TIE @48"OC(1 ON EACH SIDE OF RRs) R40 CLOSED CELL 1ST. FLOOR SPRAY FOAM INSULATION 233.8 Sq ffWG33611S FWG120611-4 SAAS FWG33611S 3r-10rr MAX --- - --- ""�" (3)1-3/4X16 ML (2) 3-i!2 LVL (2) 11-33/4X9-1/2 LVL HEADER - - (2) 3-1/2 LVL rni w/(2)3/8"STEEL (3)1-3/4X14 ML R40 CLOSEDCELL HEAD;R I HEADER SPRAY FOAM INSULATION SUNROOM w 3-1/2X7 1.Pp W FARALLAM COLUMN GIRDER TO FOUNDATION W ST. UO F- 52.9 sclft. — — — — — — — — — — (EXISTING HEADER) _ _ _ - _ _ _ _ _ _ - - - - CROSS SECTION N 3-1/2X7 LBe Ali O ON CLEA PA ( ,E;` .VE EXI(*4 C,GIF ,.1," ;"' POS;S i U nri----------ire---------nr:�--- 'n 1G"h,Lvl/ E PARALLAM COLO A -------- I I SCALE: 1/4 = 1'-0" GIRDER TO FOUNDATION N - „ U ----- -----------err;-------1-- �^ W II II II II II II II II II I � S II I! II II II II II I! !! U °u3 Generated by REScheck-LAfeb Software o III Ii !I III II II � I , N Q) i i Compliance Certificate II l � o {I! !! ! -- — x In .- —r- v II II !' VIII G ROOM n l! -- •--- aa° � en o I i i 1 OC TO PE RF%1( a II ' ' ! Project BARRETT LLC 11935 O X a u ,i EX. LI�1N� I I i t _ 1 ' ArTIC +ct� 'I II I! II IRI 1 I 18"OC ACCESS I'' u w EXISTING 2X4 C) 4' 71 rD - - `-+ ArF 11 i EPLACE U ITN (2� 2r�"COLLAR TIES (, � IkE4TER 2X6 DE#2 TkDpEX SI ING 2XG RR!! ' ' Energy Code: 2018 IECC Z LO v II I. INS UTE ROOF lR2 .• !C 24"OC I i r i _ _ _.. York _^-. _--, Location: Southold New � EXISTING BEDROOM II ! u ( Fj , uVl�!G-Roonsul�Roo.1)_____r_I7 •----- --- Construction Type: Single-family ° Ix 6A U Project Type: Alteration SED-CE1.L1NSl1LATIQ l-_-_- _` - _ � Q PAD DOWN UNDERS bE OF RRs w/1/2" IH FG STRIPS f11i EXISTING BEDROOM climate zone: a (5572 HDD) -� II I! ! II II Permit Date: U ______ __ _- II !I II II II I! II II !! Permit Number: CP1 Cn II II Ii it II I! II II Construction Site: Owner/Agent: Designer/Contractor: o W 3 I. 2125 PINE TREE II II II II II II CUTCHOGUE,NEW YORK � 5-1/4X5-1/� !I I I I I 3-1/2X5��%4 3-1/2X5-1/4- - - +�---__----_11LL- ___.._ — - --- PARALLANI --- PA ------ --r,-- - - --- PARALLAM r COLUMN COLUMN ; COLUMN - FLOOR EXISTING BATH - - - - — — — — — — ----- E� - - — — — — — —_ — — Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slnh-on-grade V Sla gr p U - — I -------- REPLACE EX BEAM assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. R AC- I- ; O 1-3/4X14 ML O BAALTRED - Envelope Assemblies u. LINEN KITCHEN I e z- r LN DRY. /ED 2,-6" 0 'Ir ALTERED O Ceiling:Cathedral Ceiling 837 42.0 0.0 0.025 0.026 21 22 � ROOM Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in O REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ir UP[ r U REPLA Name-Title Signature Date tYr REPLACE EXISTING BAY EXISTING REP CE REPLACE CW235 T1 =IWH31611AP �X EXISTING ,o ys,ra?r i 81-011 PROPOSED FLOOR PLAN ' • � `' �, x ... d�e� DRAWN: EXISTING UPPER PATIO EXISTING LOWER PATIO SCALE: 1/4" = 1'-0" �' SCALE: ' �i� - ' JOB#: g1 10/11/2021 Project Title: BARRETT LLC 11935 Report date: 10/11/21 SHEET NUMBER: Data filename: Pagel of 1 A-5 � TESTING LLi 0 H w i I I i I i W W Li pin o EAST ELEVATION N x y U SCALE: 1/4" = 1'-0" U 0 N v c m a, v O m �O l cn o w tz "o Lo oV Lo U 011 coo N v � W I - C, Hill UL IIL--- i N x 5 DRAWN: , '.�£ NORTH ELEVATIONS Aa ; �; SCALE: ,� JOB#: SCALE: 1/4" = V-0" N� "� �_ 1/29/2021 SHEET NUMBER: A-2 w •-------------------------------------------------, ' O HW ' z , ( EX.BASEMENT _ �D U O -..... EX,BASEMENT ACCESS: c ACCESS EX.BEDROOM EX.WINE CELLAR m m Qj V V -------- --- � , v � O cu ru FF- w V 101, El v cn LoU m ---- co "o 00 v N .c, W w d U O EXISTING BASEMENT PLAN EXISTING FLOOR PLAN SCALE: 1/8" = 1'-0" F SCALE: 1/8" = 1'-0" P4 x -\C;l ED ARC ti SCALE: �z<.t.,.�--�_� �,•� JOB#: 1/29/2021 SHEET NUMBER: A- 3 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I 1 I I I � I I Z I I O I I I 1 I 1 I i 1 W I I I 1 I I I � � I II I � I REPLACE EXISTING ( I (ROTTED)DOORS I � EX. BASEMENT I I I I O - - - - - - - - - - - - - - - - - - - H w I zw z I O W I a � k � EX. B H O I � , EX. BASEMENT ee0 N v i Cn ' Q It � (h N X V O ;:Z 7� ,2 CG � cn O DEN EX. WINE CELLAR U %` I I CENTER ON POST ABOVE "o 8X16 ONC PIER w cc y ---11--- 32"X24"X12"FTG ' - — 0 W --------- -0— - — - ---Q- — - — -e— - —' -I--- ---1-4--- ---------- ---------- ------ ---------- {}- - - - --Q- - - - - - - F, L) O cn <C N d NOTE: U ADD 2"SLAB AT SAND CRAWL SPACE AREAS. x DEMO OLD LANDSCAPE LIGHTING AND REPLACE WITH NEW. N(g ED�Rc 61, DRAWN: SCALE: JOB#: n2233°' !Q 1/29/2021 �`'•;�„ ? E.`s r,�r!` ;?' SHEET NUMBER: PROPOSED BASEMENT PLAN SCALE: 1/4” = 1'-0" A-4 ---------------------- --------------------- --------------------- u u H EX. DECK w FWG33611S FWG120611-4 SAAS FWG33611S tv i" W SUNROOM Ww w w N 'x U H U EX. LIVING ROOM 0 r-q17 co _ v 4 rt o v Om � i---___; pq c� m O 0 W-44- \1 ATTIC tt ACCESS z EXISTING BEDROOM ------ EXISTING BEDROOM Ln U °+r' a, N o 5-1/4X5-1/4 3-1/2X5-1/4 ___ 3-1/2X5-1/4 PARALLAM PARALLAM i PARALLAM COLUMN COLUMN i COLUMN EXISTING BATH W IERED — — 4LINEN EPLACEEXBEA w/ )143/ -1/2 ML' r r F: o O N LNDRY. 1 KITCHEN 94 ROOM ALTERED O 0 F=� r r r r 0 P4 V REPLACE EXISTING BAY REPLA x w/STORAGE UNDER EXISTING REWCE REPLACE FWH31611AR X EXISTING DRAWN: EXISTING LOWER PATIO ,� � N EXISTING UPPER PATIO PROPOSED FLOOR PLAN ��" JOB#: , n � 3�g JOB#: SCALE: 1/4n 2 A�` -_ p 1/29i2021 �!E\N SHEET NUMBER: ]E A-5 0 WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL A EL W FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35) DOUBLE HUNG UNITS TO HAVE SHUTTER ASSEMBLYN.T.S. DESIGN—PRESSURE UPGRADES ° FOR CODE COMPLIANCE FOR PANEL SPANS: 0 < 4'0 WIDE SPAN •-- 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTAC HING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ® 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: w O #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. ALTERNATIVE FOR OPENING PROTECTION w z TABLE 1609.1.4 W WINDBORNE DEBRIS PROTECTION FASTENING 0.i �D SCHEDULE FOR WOOD STRUCTURAL PANELS N O.r FASTNER SPACING (INCHES) N W FASTNER PANEL SPAN 2 FEET<PANEL 4FEET<PANEL 6 FEE-<PANEL U TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<8 FEET 2-1/2"#6 WOOD SCREWS 16 16 12 9 U 2-1/2#8 16 16 16 12 OOD SCREWS IJ" WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM II PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN t l ONE— AND TWO— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED II It - OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. I•i' Ij" MULTIPLE SECTION ASSEMBLY: o (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) II II 1/4" THICK BOLTS © 2' OC a N N i I I I i I,-- cin d•+ � o II II I CC rn M o o >'' m SHUTTER ASSEMBLY w `n v - I N.T.S. II I I II it o ° FOR PANEL SPANS: I I I °I II I I 40 4' OR WIDER SPAN I I I I I I m '15 Ln 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD a I -' ' U v- Ln (OVERLAP AROUND OPENINGS 4") I II II N v v 2x4 STRONG—BACKS @ 24" OC ASSEMBLY: I I I I 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR �I STAINLESS STEEL WOOD SCREW @ 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 3 WOOD SCREW @ 16" O.C. V ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 0 11/4 #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) c(nl� 11/2 11/4 11/4 11/4 MACHINE BOLT © 12" O.C. � � W.C. LAV. SINK , I W.M. D.W. I3„ SHC WER F.A.I. 11/2 30 11/40 20 02 C.O. I C.O. 3 3 \co SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4N � TO APROVED � «_" I�N DRAWN: 4"C.1. SEPTIC SYSTEM 0) TRAP HOUSE t _ SCALE: G � -17 � ' °-- ,�- JOB#: PLUMBING SCHEMATIC `n233g,` o 1/29/2021 N1C .r sxEETNUMBER: SCALE: NOT TO SCALE A-6 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS cn USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. z KING STUDS RAFTER �'�•1 CRIPPLE STUD WALL STUD ENDWALL C BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONIJECT TO 1 SIDE OF ALL CORNERS ON I LOCATION JUSP NUMBERI DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION APPLICATIONRAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 11-1/4"02" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY )VER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUU 2X10 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED (Tl RAFTER �•i� SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST O FOUNDATION ' ' ' TOP PLATE BLOCKING W " FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING ] STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O W AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Z AND ALL WINDOW/DOOR OPENING JACK STUDS W Z BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER �,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER W INSTALL 4.O" O.C. SHALL BE COVERED WITH CORROSION- a 4" - 8•' LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON TIN. SCREENED VENT t•-/ ONTIN. SOFFIT/ EXT. PLYWOOD N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF +/4 INCH IN DIMENSION. (V O FLASHING TO FORM CHANNEL r-•1 INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTIOII APPLICATION SOFFITED EAVE fV M AND SO AS TO MAINTAIN AIR I W 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RTiO 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" TLSTA361-1/4"x36" 18ga. STRAP AND JACK STUDS B" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT U OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT I IL O WOOD JOIST r-q C4 N co TOP PLATE GIRDER/HEADER n V SIDE WALL FLASHING Lr) 1ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST CIO m AND ALL WNDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUDr­4V AND RAKES -- PROVIDE HEMMED EDGES SO o1 r FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS x O INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION P W 5 4" - 8" LSTA36 1-1/4"x36. 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED 'T� V ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WTH m y L CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. O W RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO r-1 INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS Nr x" CONFORM TO SLOPE V 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTSt••i ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR .- .sem., m � PIATES TO EACH STUD cz� u (n^x U DBL. SILL PLATE ~ TERMITE SHIELD I 00 fl SILL GASKET ,i' ' r WOODLJOISTS C4 �jv TYP. CONC. FOUNDATION ^ ` CONC. SLAB GAOSKETNE 2x6 /2x8 CONTINUOUS WOOD PLATE .0 W �% DAMPPROOF EXTERIOR 6 MIL POLY Vs I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR IvGRANULAR FILL � • V STEEL COLUMN • 1/2 " DIA. BOLTS® 48" o.c. STAG. A s _+ p , ` • a I • a s' a e ROOF JACK `�� 1. STEEL BEAM ° CONC. SLAB "p % e•• � n0-- 1•p ANCHOR BOLT EMBEDMENT: // I I Emal (Sa V COMPACT FILL = POURED CONCRETE: 7" ,,`� 4" x 1/4" x 8" STEEL •p i I i ° . BOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING ° A p ' ^ s V • �'? •' ? CONC. FTG. •p ,aA-4 fit°' SIDES FLASHIAND NG ATOP WITH 1/2" x 6" ANCHOR BOLT F•1 • > > • :O ANCHOR BOLT CONNECTION USE WITH 3z3 SQUARE WASHERS 1/2" GROUT (USP lBPS58 OR BP583) 0 3" STEEL COLUMN O p REINFORCING BAR FOUNDATION /8•' DIA. ANCHOR BOLT I DRAIN TILE p ANCHOR BOLT CONNECTION 10 KIPS SUPPORTING MAXIMUM SPACING FLASHING LAPS ( ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPIC AL BEAM DETAIL - TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) STEEL/ BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION SLAB-ON- RADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL I r-SUBFLOOR CONC. SLAB IDOOR FRAME 6X6 10/10 WWM GARAGE JOIST U COMPACT FILL DOOR G- USE 2X8 STEEL BEAM I FOR BLOCKOUT 4" SLAB P.T. PLATE W/ 6X6 WMM M SLOPE " i/2" AIRS E 1 • e 4"DRIVEWAY (WITH A NTCH AIST ILING INGNPLATTEUFTHEIGHT NEE ED) ' •••gig'" AT END AND d• ." 7•C 2" j••• a• •' °• TO BE APROX. 1/2" OR HIGHER THAN .tj•pES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE • a '~""a"A'r""'�""�""• • • �; BEAMS ° 'eA ° ep • • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" = 6X6 W.W.M. d,-a �� a_ ••s� =,il a ° ••o. p - MIN. �jro� n •� • p "A n NOTCH EQUALSFOR 4 DEPTH InFRBQAIREO -- MAXIMUM p p O • e w�° r-SUBFLOOR • a REINFORCING BAR • / a o..&.e•�° I-II DRAIN TILE �� ►I • •� REINFORCING BAR •. C 1C •a- • - _ �.IOIST ,(� 12" •o SHEET METAL/ 30# FELT UVDER BEAM AT POINT • - • (� S � �ED�'f"G 5I' 3" OF CONTACT WTH CONCRETE OR CONC. BLOCK - (n � Y'llE TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �. SHIMS TO LEVEL BEAM �� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ` ��{q', •_ 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT "' •t:+:- „4 DRA": SCALE: BEAM POCKET X11 V ( JOB#: \w\\� � .' =� 1/29/2021 +, ,> 3 Ck !�. SHEET NUMBER: A- 7 WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL O 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) [~_, CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE CEILING JOIST 8'WALL:3-8d COMMON EACH ( ) 2020 IPC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMONJOIST FRAMING ELEMENTS W for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)8301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 r^' construction details and procedures to ensure a professionally finished,Structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 ` sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS FLOORS L/360 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 EXTERIOR BALCONIES AND DECKS 40 CEILINGS(PIASTER,STUCCO) U360 These codes are to be considered as art of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL MASONRY WALLS(B"THICK) 80 p p $ FIRE ESCAPES 40CEILINGS(GYPSUM) U240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-Sd COMMON EACH TOE CONCRETE WALLS(6-THICK) 85 GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS 0240 accordance with table 3.3. TO RAFTER END NAIL 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS so VEHICLE GARAGES(11301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) 1-1/360 PASSANGER VEHICLES 50 2.16d COMMON EXTERIOR WALLS(BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 P WALL FRAMING: SLEEPING ROOMS 30 LINTELS SUPPORTINGMASONYWALLs 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete ( ) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF(GROUND SNOW LOAD) 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. W ALONG EDGES NAIL HEADER TO fY 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel H16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MON ALARMS TO COMPLY WITH 8315 NYS � . such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER 0 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: I � H FOUNDATION NOTES: Type 11 exterior shearwails shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Z 1�+�1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES - N QTYSPACING MODERATE SLIGHT TO .-- O . 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE `x 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE l concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-Bd COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: F" Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOEEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fits to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C.OSd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3-8d COMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r•-I +� N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END tV v All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMONt"n �, >~ O the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, u SILL OR TOP PLATE BAND JOIST TO: ^. 8).Drain a as required b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMFOOT SEE NOTE:1 O PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. i'i I� v g q y Girders on concrete piers shall be anchored with proper steel connectors anchored p0 c� O into concrete with a minimum 1/2"dia x 7"son anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �p FRAMING NOTES g F HE THIi P g g $ For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 0 `-4 >t O NAIL NAIL 1).All framing techniques and methods as prescriptive design of current SBC High Wind �r � � � 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION T SPACING t Edition Wood Framing Construction Manual. Q 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For u Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 'C� below rade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O 00 � \ g P g STRUCTURAL PANEL Sd O 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 6n Douglas Fir. O 'T tu-� 4).Deck joists to have blocking at 8'0 o.c.. d+ g NAIL SPACING NAIL CEILING SHEATHING: .� cr, SHEATHING LOCATION NOTES � u 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD + otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QIY. SPACING SEE NOTES:1,3(BOTH FIELDS) Ln U $ $ 4'EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD - 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS O WALLBOARD 10"O.0.FIELD INTERIOR ZONE Bd COMMON @ 6"O.C. d COMMON @ 12"O.C. SEE NOTE:3 CA v Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 0 6).Concrete pier shall be a minimum 6"above grade. O openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: 4 openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION Q-Y, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL PANELS 8d COMMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall WFCM-SBC be used. � anchors where applicable to all connecting joists. F1111111111111 PLUMBING NOTES [W.r 7/16"OSB 3"O.C.EDGE 6d COMMO 6).Double u floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with P ) P ) PP y' g P U h 6 i d t d ll b h i nail the spacings shall e reduced o inches o.c. 42<G< h 0 i b i f F 49 0. . or framing members with . , e na Floors to have ceramic sire installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G> U on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD O 2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails, 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r )• fY P S>' S h' P (n other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Qt provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1),PROVIDE 5/8^TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P ty QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. o� where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN. 4" IL GRADE FLOOR 3).INSTALL 1•Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES I"OR LESS 8d COMMO ,2"O-C.FIELD (5.7 SQ.FT.2ND.FLOOR) N 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SiLI-AFF NYS Residential Code 8302.11-FIREBLOCKING REQUIRED Under all bearing WaIIS. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Ffreblocking shall be provided in wood-frame construction In the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).1n concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblocked at intervals not exceeding 10 U 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir1).Nailing requirements are bated on wall sheathi feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed ng using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: x Contractor and owner for final review and approval. is nailed 3"on-center at the penel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 9/ 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �i members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. �+ 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,Shall be used IO maintain load pato. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12^LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of j g TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. �r ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR.IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. Oj C 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G �if; •F �s y� DRAWN: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal, OR APPROVED EQUAL_INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO .•4+,-� •Y 1COVERTOP < ^ �1\rh -� ...; SCALE: JOB#: N _ -Tri 1/29/2021 -7 a SHEET NUMBER: � 2. 301 ®� _ ... A- 8 S%SfF01Irea, N BUILDING DEPARTMENT-Electrical Inspector CO = TOWN OF SOUTHOLD Gy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 � Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # if 01 Date b 2021 Customer Name fA AArZF_1—rElectrician Name IZ06 Oen G ^f Address V2,sr Ine—rd Phone / 4 e-mail e-mail Phone License# U& Lf q Mo Size ?.Q0_A Phase�_Overhead Underground #of Meters 1 Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by TWO HaN annex �� Tdq*om(631)76&1842 �. w � os�� roaerrictterta�w osot f 1 �e .nvus NYlWJ , D M OCT 2 2 2021 ED Buffm MG D>�AffFMF�TI` t TOWNOF ._ BUILDING DEPT { TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL IPECTION S REQUESTED BY: tel« Dake: �117 r Company Y Name: c V dzA/7 Name: License No.: X07 5l �'IF (� �u �s> f2 ,?/�. - / o�c '��ICJ• l l'7�I Phone No.: J06SITE INFORMATION: (*Indicates n3qutr+ed infor_ radon) *Name: 34910 %~ *Address: a>a ���� 7Z 12•1_�. *cws Street *Phone No.. Permit No.: — Tax-Map DIWat: 1000 SeWon: Biodc:� '"BRIEF DESCRIPTION OF WORK(Please Printf Clearly) (Please tie All That away) . is Job ready lbr inspecOon: YESNO RottBh In FkW *Do-you nod a Temp Cer0cate: e m Temp Nt�ormadon P OfneedecQ �Servioe Slee: 3Phese 100 980 300 380 _400 Offer *ew Service: RemUnder mund Nw*w of Mews Ctrlartge a#SenAce Overhead AdInformation: PA dltml YMENT DUE YM APPUQ&TION 7-0 �z esttvrt n Form �A1 �� _fjqF Town Ha An= 0 tTdepWm(681)7ai-1802 C 54875 Didn P&ld P.O.Box 1179 Som NY M714M a art, nD ' OCT 2'2 2021 �= s st:IMAKnEW I BUILDING DEPT ZWN OF SOU'�' O&D_ TOWN.OF SOUTHOLD A—Pa jIQN F6RkgmCAI.-i[�SPEC� . RE METED BY rlCf 'Date: irl Company Name. oz.V ��c i2rC� Name: r 0,_Ix o,v - Lkawe No.: l'IF j No.: l03/ 51q_y&5� JOBSITE tRO1=ORMATION: (Indicates re-qu'med Info tion) *Name: -34/Z12�E% /J q 3 s LLe-- *Addrew. a>a 5 ��-.�� � A�-' H *CFOs stream *Phone No.. Tax.Map DWct - 9000 " SOW *BRIEF DESCRIPTION OF-WORK(Please P`Mt C"*) - Wkese Chvle AN.Thd may) Is Job ready for kx P : , YESNCO, - Rough In Final Vo-you nit a Temp Cerdftcate: e _ Temp hdbrtnadon%11'iedj - *Ser 1W SIS Whae 100 950 M 400 Other iNm service: e#MGWm Owthead . k1dillenal Information: PAYMENT Q,JEVel_tM1�PPLI TION �TQ G(A-3 f PERMIT# Address:- Switches Outlets 1 GFI's Surface : Sconces Y , . HH s UC Lts Fans ...... . .. _ FriI : , .. M.. Exhaust Oven P/l!`� W/D '.: Smokes 11•. DW t Mini , , :.'Carbon .�.� _ IVlicro.. :.....Gene.rator... J. Combo• Cooktop Transfer': : :; AC. AH Hood ( Service Amps'` Have Used Special: v� ---�.d C � It- Comments: Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, IVY 11971-0959 -amu BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD WOOD CONSTRUCTION AHD/OR TIMBER CONSTRUCTION�i '— Date: CMZ: Owner: �12r2�T�1193, LI. Location of Property: ��2 .(��N KD Please take notice that the (check applicable line): New commercial or residential� �cture �xisIrig comZrclal 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) tJ Pre-engineered wood construction (PW)— 006 C-6L 46 Timber construction (TC) IS19-4K 6N Ll in the following location(s) (check applicable line): AA, ep,� F (F) v✓A L.L. Roof framing (R) Floor an of fra 'ng (FR) Signature: Name (person submitting this form): h�AIL -- rc- Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 SURVEY OF PROPERTY LOT NUMBERS REFER TO "MAP OF NASSAU FARMS" I am familiar with the STANDARDS,FOR APPROVAL AT CUTCHOGUE FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON AND CONSTRUCTION OF SUBSURFACE SEWAGE N MARCH 28, 1935 AS FILE NO. 1179 DISPOSAL 'SYSTEMS FOR SINGLE FAMILY RESIDENCES TOWN OF SOUTHOLD and will abide by the conditions set -forth therein and on the SUFFOLK COUNTY, N. Y. permit to construct. "OUSE 1000-98-01-13 The location of wells, cesspools & public watershown hereon are SCALE: 1'=30' from field observations and or from data obtained from others. JANUARY 10, .2012 OCTOBER 18, 2017 (CERTIFICATIONS) (DWELLING) DECEMBER 11, 2017 (SETBACKS) 8c SEP% SYSTEM LOCA•nON UNKNOWN) � DECEMBER 5, 2018 (LOT COVERAGE) LAN MARCH 1, 2019 (ADD WALK/DECK BY GAR.) (`1Ev' S n�a � �1_ MEIN HIGy wA>oe JANUARY 21, 2021 (RELOCATE SHED) NC ON OL day M ev ROAD f00D O RED1yo1. - UTIUTY 329.84 — x POLE MA11 RE �CE X� PAVERS c,w 2N 11 u Ssge. O �GRA�ROAD ` X ,M83•Q=0 E �X H �cX=�` __ B84 0 23.6 _ ZONE X \`\O�2 ♦ \ S� SA TEST 8 88 8�`= 1`�� iO +7.6' N,��\ \ \ 0.3'N X FE OPOSED LACATIO�N -r-- o \�J e� — o, 15. FOR EXISTING SHE 0 �� ONE STORY SHED o ��l+ w HOUSE ► 1 \ 1' —�,, � +1o.s' FRAME w � y . ♦ \ i F.F. EL 11.8' '��, ZONE A \ LOT 19 CONC. COVER�O PAVER WALK 6.0! + 11.2! + `701, �EL� F 12 2' DECK + c o ► 0� -FR. GAR. - 2z o' _ WOALL 363.47 B -- --�-- +! 20.4•' OUT SHOWER GGO� 1.4S '1' �+ o�F�i ��� ` 0"W (DWELLING) ONS — — EXISTING RELOCASHED TE S85 09 5 (D LOT 18 7,�, FFJ 1.6'E 9 AGIto 0Certified To: Richard Hans O �J Siobhan Hans TEST HOLE DATA Fidelity National' Title Insurance Company BY McDONDALD GEOSCIENCE Citibank 1/5/12 EL 8.8' DARK BROWN LOAM OL AREA=21,6,53 SQ. Fi'. LOT COVERAGE BROWN SILTY SAND SM TO TIE LINE UPLAND AREA = 20,324 SQ.FT. SOF-NEW EXISUNG y ———— 4' HOUSE & DECK 2083 s ft ELEVATIONS REFERENCED TO N.A.V.D. GARAGE & SHED 331 sq ft. FLOOD ZONE FROM FIRM RATE MAP NUMBER 2414/20,624 = 11.7Ri'}'''= ' a PALE BROWN FINE SAND SP 36103CO164 H SEPTEMBER 25, 2009 wnTER a'N°LL � � LIC. NO. 49618 0 1'Z ANY AL7ERA710N OR ADDITION TO THIS SURVEY IS A VIOLATION P'E Na S, P.C. WATER IN PALE BROWN FINE SAND SP ✓ OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. (63� 3120 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 ■.=MONUMENT HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY F 1rO / =WETLAND FLAG WHOSE SIGNATURE Ai,� RS HEREONRESSED SEAL OF THE SURVEYOR SOUTHOLD, N.Y. 11971 T 12-101