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HomeMy WebLinkAbout46726-Z x pSUFFOIKcpG Town of Southold 9/24/2023 P.O.Box 1179 0 CR • 53095 Main Rd Southold,'New York 11971 CERTIFICATE OF OCCUPANCY J No: 44591 Date: 9/24/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 845 Maple Ln., Southold SCTM#: 473889 Sec/Block/Lot: 64.-1-29.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/11/2021 pursuant to which Building Permit No. 46726 dated 8/24/2021 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 unconditioned accessory building as applied for. The certificate is issued to 845Blisshouse LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46726 9/12/2023 PLUMBERS CERTIFICATION DATED i th no Signature g11FFD! �, TOWN OF SOUTHOLD GGy BUILDING DEPARTMENT 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#: 46726 Date: 8/24/2021 Permission is hereby granted to: 84513Iisshouse LLC 845 Maple Ln Southold, NY 11971 To: Construct alterations to existing accessory building as applied for. At premises located at: 845 Maple Ln., Southold SCTM #473889 Sec/Block/Lot# 64.-1-29.1 Pursuant to application dated 8/11/2021 and approved by the Building Inspector. To expire on 2/23/2023. Fees: - ALTERATION OF ACCESSORY BUILDINGS $388.00 CO-ACCESSORY BUILDING $50.00 Total: $438.00 Building Inspector pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(,a-)town.southold.ny.us Southold,NY 11971-0959 COU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 84513Iisshouse LLC Address: 845 Maple Ln city,Southold st: NY zip: 11971 Building Permit#: 46726 Section: 64 Block: 1 Lot: 29.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation Loft X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches $ 4'LED Exit Fixtures Sump Pump Other Equipment: Drivers -11, 200A Panel 40 Circuit/40 Used Notes: Barn Inspector Signature: Date: September 12, 2023 S.Devlin-Cert Electrical Compliance Form pF SOUI6 7 ( LIS` f -- # # TOWN OF SOUTHOLD BUILDIN DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION �[ ] PRE C/O [ ] RENTAL REMARKS: Jl6q-514-10421- --o CA �1 G �- �ZZ21T2a 4 4 DATE INSPECTOR 14\, OF SOUIyo # # TOWN OF SOUTHOLD BUILDIN DEPT. `��ournv� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE-SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O / REMARKS: A /V DATE INSPECTOR OF SOpT�°� # TOWN OF. SOUTHOLD BUILDING DEPT. 0ourm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 DAT 0 INSPECTOR FIELD.INSPECTION REPORT 'DATE GdJ1VI1VII•;NTS FOUNDATION (1ST) 7r H i. 77 FOLT"ATION(2N1?) C0b O :• . ROUGH FRAMING:& . t� H' . PLUTY ING: INSULATION.PER N.Y. STATE ENERGY CODE FINAL. . Co FIA q.�6 � vl �a O 1.1 z o o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hal)Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.aov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT N0. Building Inspector: Do AUG 1 1 2021 Applicetionsa"nd forms mustbe filled ouf_in,their entirety:Incomplete '-- .`applications will not be accepted Wherethe Applicant is not the owner,an Owner's Authoraafion form(Page 2)shall-be completed BITlL13I1�TGr DEPT. - _ TOWN jJ T�':=,JLD Date:7/15/2021 OWN OF,, OF PROPERTY Name:SAM ENGLEBARDT SCTM#1000-64.-1-29.1 Physical Address:845 MAPLE LANEM SOUTHOLD NY ---.-- -___--_- -_--------- _------ Phone#: Email: MailingAddress: -.---.. ..__..,._..-__ _...845 MAPLE LANE, SOUTHOLD, NY -...._-_,.__..._-___-.--.-- _.- __._..___...___.__._..._- CONTACTPERSON Name:EILEEN WINGATE Mailing Address:2805 WEST MILL RD MATTITUq..NY_1.1971 r _ _ Phone#:516-818-9754 Email:EILEEN QUIETMANSTUDIO.COM DESIGN PROF ESSIONAL;INFORMATION Name:JEFF SANDS ARCHITECT Mailing Address:6 EVERGREEN LANE EAST QUOGUE NY 11942 Phone#:631-576-8916 Email:JEFF JSA-NY.COM . CONTRACTOR INFORMATION:-' Name:TBD Mailing Address: Phonel.#: Email: DEscRIPTsoIv of PROPOSEb conlsrlRucrioly' STABILIZE.AND,RENOVATE-BARN,: ❑New Structure ❑Addition ®Alteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ❑No 1 R IR PIETYANIFORMATT Existing use of property:SINGLE FAMILY HOUSE Intended use of property:SAME Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? OYes NNo IF YES, PROVIDE A COPY. d' ct4?r,'deslg�prpfe� OIL-,for�q I drainage and$depi wqterjssiies as provided X dd1k,BbkAfte' r�Rea Ing:, ssion�,is-rc�p �c6i�iei.2ig of the I 15-HEREBY MADE to the e 8 u,j1ding Ddoroqip�ntf�r_ uanceqf�_i�ikini-kin�iZone' n,co 0.APFUIPA7VI6161 �e:6t#109, - .0n;Ii)ninci-c&t661pw6-,0f s_6_6_ih0IdvtUfft)i�,6�nt�,he��,Y6r`k:66&-L�64-i`Ip ii6 Lim,Oic!6�4�eg:6y g�l 1- , , applicable buildings, additions,alte�etions or for removalall applicable I orqi0aqc",, ul dinj wde housing code and b -!es-an4in 0clini(s),for hec6s;ir_ yihip066'ns. heiein.iirei pnd� punishable as a Class A p1sce eanorvursuantLtosection=.45 of the-New­ �Aitaiepiin�61'6w Application Submitted By(print nam. @Authorized Agent [30wner Signature of Applicant: Date: (�a STATE OF NEW YORK) SS: COUNTY OF suffolk Eileen Wingate for Quiet Man Studio being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the AGENT FOR OWNER (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Allaual 20 AA aP-W tart'Ku b)is 0 TRACEY L. DWYER PROPERTY OWNER AUTHORIZATI 0 NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY'ka COMMISSION EXPIRES JUNE 30,2D4 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 8/1/2021 Owner's Signature Date SEE PREVIOUS AUHORIZATIONS Print Owner's Name 2 1BUILDING DEPARTMENT- Electrical Inspector x :. TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 w Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)southoldtownny.gov sea nd(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:0 u g ki C11-0 Company Name: L O-P Electrician's Name- License ameLicense No.: 2)93 —":F Elec. email: t Elec. Phone No:LDS1 3% L159S []'I request an email copy of Certificate of Compliance Elec. Address.: Logs kl S'D-- JOB SITE INFORMATION (All Information Required) Name: gq S ZU - Address: SL4E Ucio r, 1 -A ::Cross.Street: r Phone No.: Bldg.Permit#: ��� (� email: Tax Map District: 1000 Section: 4� ' Block: J Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1k2gt� Square Footage: Circle All That Apply: Is job ready for inspection?: © YES NO E34ough In 1:1 Final Do you need a Temp Certificate?: F-1 YES 2rNO Issued On Temp Information: (All information required) Service Size01 Ph03 Ph Size: A # Meters Old Meter# ❑New ServiceOFire ReconnectOFlood Reconnect OService ReconnectOUndergroundOOverhead # Underground LateralsF-11 F12 H Frame Pole Work done on Service? Y N Additional Information: FEB 2 8 2022 L PAYMENT DUE WITH APPLICATION1 BU)LUIN' G SOWN OF SOUTd TOLD c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD . . Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 .. Telephone (631) 765-1802 - FAX (631) 765-9502 :.> rogerr(cr7southoldtownny.gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date:©' $ —Company Name: - - 0 Electrician's Name. I L License No.:�2j93 _VJElec. email: e t _ O Elec. Phone No:1o3} , q% .L150 8 [31 request an email copy of Certificate of Compliance. Elec. Address.: 1 11 , JOB SITE INFORMATION {All Information Required) Name .g . . _ Address:'. 1 Cross:Street: Phone No.: Bldg.Permit (0 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): i� Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES ❑NO Egi g In ❑ Final Do you need a Temp Certificate?: ❑ YES ©"NO Issued On Temp.information: (Ail information required) Service Size❑1 Ph❑3.Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect[]Service Reconnect❑Underground.❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: F-P FEB 2 8 20221 PAYMENT DUE WITH APPLICATION tyl BUILDING D-1 ,01 4> TOWN OF SOUTHOLO PERMIT# Address:- Switches ddress:Switches Outlets + IK L ` CCC G F I's ' Surface Sconces H H's UC Lt5 Fans :.... ,..: ,-_... ...:... . .....: ....... . ...,. ,. FeH.W. ,.._.,. . ... .. . , . .,. . .. .- - . .- . ... ........ n.. ..... ....... . ._ . . . .. dge....... .. Exhaust Oven W D Smokes DW Mini NFicro" ...,:.,...,,. .-... ._.....: .. : . . Generator.. . .. Co`mbo Cooktop Transfer: Ac AH Hood Service Amps.. . ve Used Special: a Comments Ca SURVEY OF PROPERTY LOTS 1,2.&3-SUBDIVISION MAP OFRpAD PHILIP 8:JENNIFER STANTON ,vl S. 25 FILED:SEP.20.201 7-MAP NO.12093 SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY.N.Y. TAX MAP NO.:1000-064.00-01.00-LOTS 029.001&029.002&029.003 OVERALL LOT AREA TO M.H.W.:228,945,73 S.F.(5.256 ACRES) LAND N/F JOSEPH & SNARON SNAILER DATE SURVEYED:APRIL 12.2021 FEN N84°00'07"E 200.00/ -ELEVATIONS REFER TO NAVD88. LzN OEER`FENCE Ii i"N -_.._,•� -SUBJECT TO COVENANTS&RESTRICTIONS AS PER LIBER 12893 PAGE 133. m '"' -TREE LOCATIONS AS PER SASKAS SURVEYING COMPANY. O -SHE p\\ Z tr9 ccr)O o>M O Q i0O• �0 0 40 8000 0 Fant 8.THOh1E`-'+ O - _ N SCALE: I INLH= 401111 A6L.E'rRU`xT OF Z_ O W """c'N/r: IRRE.VOG 8q 97 pNHEDGE {�TEST HOLE'ND*TOG=..I F. � T'McpONALp GEOSCIENCE HEDGE RO ��.'�'� � DATEI.IARCH 12.2009 ��(4 w� 5910HE HEO HE♦ - "I r' GRADE N�Z°E O-OSE r T J TI 4i OS MIXED SAND AND o% L LOAM5. HEpG HO`N �y,� S SP PALE BROWN FINETO '>pa MEDIUM SAND � 0 Q/ \ Y 2 ID LEGEND ®w pt,r NAvGEIV E iuuO �/l�I y�0 4 \ 9 IN 1A.-AIN 5P PALEBRAOWFINETO RING LINE t5MEDIUM SAND OER Q uvWATER ENCOUNTERED 10'BELOW SURFACE - ' \♦�\ "_ zS? ti ' LOT'3\ Q WATEFI MLTER y LL pp W`TER VALVE \ [.," �f5D00 - G SEPTIC SYSTEM LOCATIONS PIC \` HT3,�ggo"E I\ b, ♦\♦\ R JI(III ANT \ Y t^ �y. ■ M ro UI.IENT UNo '\ '\ a gI, tr44 �♦\ t¢, u IF 11- 88 G 'AL vnE it + 111 %\ LI;lo P3 12D fi' i 1. \ m • I1 1 . \\\ •t 1 xi\ 1 o. ♦ PASSIVE.DRAINAGE SI ♦`♦ ♦\ ♦4�♦ ry EASEMENT ITO REMURAUAIN NAT T 1 C \\ `�I•`♦ � 1\ '_AND N/F EUNARD SIDOR 1 '7 \\ �I'�- \\ `I ♦\I\ :,3^% R=36.8 =49 >s"'✓fl' .22 sE' \-29)'WIDE RIGHT OFWAK F\9\f EDGEPAVEMENT �' 0 i `•'�N /q ASPHALT PAVEMENT-'r e� SO4 °59'00"E N81°45,3 „E _ _ �.-y.,�.-.... _v..=,..�.9,:...^...._`:.v ^Gy.. / 20.00 49. 7 Y" \ 'ATA * \\ AVEMEN\ u _ N84°32'30"E 160.10 © a" OATE Z WIRE FENLE /g "' _ ♦ b__ 'c p�_'c u DaIRveNPY xl\\ S 52°40'00"E ,-. x> n WIREFENCE Ov'S PLS/ 29.58 LAR P1L .\I MRA._.. \`U \ MIGEOE 10 ,., GPTE I I MOR_ U n0 G'ENER ` �♦\ r,\ eew,i♦1�1 !GPTE ♦♦ N1�`�d Y f ou' 2B ry 80.5' \ \, BR1LK V \\� ♦\ tV II 1 CLEARING DNEI- v y •r � 1J N DRNEWA L J w O•-_WELLP fPNK •x R<e 1 I \\ \ .. _ w .. •'P.2 4 D a 111 II I + GAPEPn b z.. ♦, ♦e� a� Y m O,.-NI„ 1\ \` �f z W 7 II L.Ps�l ilk, L P.1 a"i.,. I % ..„ im„ ♦�\ LOT2 I ` HEo t f i s.T. \ /I �I \♦\\ \\{; ..,,'L\ FHAMabA f33.5' Z 0 i jl m �LLo 0 Y OnF. �F,T ` '1...1 ! \\\i 1 \\ - l`*- i id r LL FEN /EnTRnN=- .� PY o`'4j ' __ 25.7' ROVER I 77 o SE \ F i I ,� •r\;r•.:� C 'uEx ZF TUARY G GATE \ 1 1 LY R E M g 1 LJL RPINS I n'WIRE/ ', '�! /' / \ ♦ \ J \ n J Z � BUILD,NG APOD el F�.ICE � EEP 5 EEP D o0oLE0Uli --- ``D iG L.7.73a /' dV a � /6.5'0 It I III'^"!t:• - \ \ AS rr !_ n l) RA55/ ( _ b? ! luxc+�.0; I >r m.w \ \ 1)'♦ ( Up O x+21/• .FIAGSTONE4G G/ �`�f4•TS OryF I 7 'I �•" / --. `v4 \ , ,.-" oaN�. Lot' .o4t'o� 50 `J 1 II 11 / ��\\ `, ' \I ♦ `--`` 1O Yf 1N GR UND POOL11 11 i i I FMF♦` <� ..I',. EFEN�E, \ `r,I \,t, BAPBECUE (��\l F O 50ve.0 RI v 1 I !rtS^rw�.� SHED 60N.FND 3011 VY ♦` \ ♦ NC i7 T!, /POOP O PM I /J. \ / \\./'O,1 EN N F S7 4°1 9' iLL •existing barn PATO o , PLATFO 1. ILO`flq / °)fin ; \\\ \`.+,vy�g 1\G1'�-lT1 E•M n"`• w k SPA d3x. 4 1 SUNKENr - /B LK dgT10 I [JC'\ �n T 5 UO " STORY I H _ENTRY 1 `♦ 1�w,V,. -\T.Z OELK \ B FRAME g gw9fa `\\ Olt STONO r m RE51O45 E OI O P 1 !1 i /r-'\:�, ♦ \\ n 1 Ii5 W > ,�FryL,f ♦ .' Pn W p�FFl_,.1'I.G9 �'v t60N I 1 I \ \ 2, \ v 0�1`nv 1 a0 y ` •--e3"a i•' •�P��'GP'f£ _Oy E4-o" (0'1 .� J:+•=' Oa WOOD DECK _OVERHn `'� O '•�'\, .U -"-_!'4`"._._' - _'_l I I j a / 1� e/ \ \tM OE1.1_ER •PCN ♦ vR1; -'L;A- °G wUinnp; _ p \\ In UEl_ItJE M M�row•,; s I I 5� 'r //.'- �/ t Co ♦ b JACO q. \�\ �, \.\L° ....,'�• \.\ LOT 7 ! / 1 \ �S. \\ �'l'♦•` T',' \(/B* ` 07STONEPATIO� CLGRING LINE _0\/ (T�OP/OFF SLOPE/ -I a `\\ Nszzis4 •\ ss \\.,x„Y=.�tigu,._ �- � `Tn=--_ --=_�D `� =r-='s'"XK'/.- "�q flFiNw OF New pss \-FLAGGEDI EEMN05 L ��4 o'e •Y 'YyL 440 ,\ �Y OF SLOPE `A' />O `� �'rb],d \4TM'.� ,\ 2g'� OMEAN HIGH WATER n.122pL1 l•_` ` 4R 3 AA� '\ 9> W 589548,"W SBI-07'10"W NBR°32'11"W f' 54,81 37.85 19.83 N 3- ` ', - - ' -\- 2614gx3.1,1, 584 . "W 6o29 Tp WN CREEK CLEARING CALCULATIONS: -ts AJC•LAND SURVEYING PLLC -LOT I EXISTING LIMITS OF CLEARING:89.336.69 S.F.OR 87.5% ! . �. PERMITTED:35% x�::n,:����:i����`::r.'... •/I LAND SURVEYING_&-PLAPINING';..... ...... -LOT2 EXISTING LIMITS OF CLEARING:38,077.69 S.F.OR 68.2% '_""°«".'r��;�'',,,;,'„`rx ,-w-nr,,.,•-�^ "`'',.,`s"„M'>'' 1 77 S.COLEMAN ROAD CENTEfmAC}i-NY�LS720 r PERMITTED:25% __ - / r .. -,,631,.846.99,7 ""'a„ •„,„.,;•-^'^"' -LOT 3 EXISTING LIMITS OF CLEARING:20.118.77S.F.OR 28.3% PHO NE,.631,846.9973, r:,s ,,.1_,. ,.e .. ^,, s .- PERMITTED.35/o. .;d-•'"EMA,.."I-".L:A.1C24egoPTONLINE.NET ............-"„:�.., f I OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: B.P.# WITHOUT CERTIFICATE FEE:I L/3s-00 BY: a OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH -FRAMING & PLUMBING COMPLY WITH. ALL CODES OF 3:.INSULATION NEW YORK STATE & TOWN CODES 4. FINAL - CONSTRUCTION ,MUST AS REQUIRED AND CONDITIONS OF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SO ;HOLD TOWN ZBA REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES N.Y.S.DEC RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Y t FRAMING NOTES TABLE R602.3(7) FASTENING SCHEDULE RAFTER TIES 0 16" O.C. 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0. 2 OR BETTER NUMBERANDTYPE Nall each layer as follows:32" MODEL 'CS20' DRAWING LIST ITEM DESCRIPTION OF BUILDING ELEMENTST SPACING AND LOCATION �.} ALL FRAMING SHALL BE NAILED 1N ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) OF FASTENER',p,e O.C. MIN (14) 10-D 2„ 20d common(4"x 0.192");or at top and bottom and NAILS , 2. ALL WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 1/2", 5/8", 3/4" THICK (SEE DRAWINGS FOR SPECIFICATION) Roof staggered. SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) O " 4-8d box(2'/2 x 0.113")or 27 3"x Built-up girders and beams,2-Inch lumber box "x 0.126");or bottom 24"ox,face nail alto P and RIDGE o 14 A 0 01 DATA SHEET/ D R A Wi N G LIST 3. ALL SUBFLOORING SHALL BE APA RATED STURD-I-FLOOR, EXPOSURE 1, T&G 3/4" THICKNESS 3-8d common(2'/2"x 0.131");or layers 3"x 0.131"1"naris 7 Blocking between ceiling joists or rafters to top plate Toe nail staggered on opposite sides ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE ALL SUB-FLOOR TO JOISTS USING ADHESIVE FOR THIS PURPOSE 3-10d box(3'x0,126");or O O ALL SUB-FLOOR TO BE NAILED IN ACCORDANCE WITH LOCAL AND STATE BUILDING CODES (SEE ATTACHED NAILING SCHEDULE) 3-3"x 0.131"nails And: O O B 1 0 0 BARN PLANS ELEVATIONS AND SECTION 2-20d common(4"x 0.192");or Face nail at ends and at each O 0 4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS 4-8d box(2'/2 x o.t13'T or 3-10d box(3"x 0.128");or splice 3-8d common(2'/"x 0.131");or 3-3"x 0.131"nails 5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAIR, CHIMNEY, AND SKYLIGHT OPENINGS. 2 Ceiling joists to top prate 2 Perjoist,toe nail SEE FRAMING PLANS FOR MORE DETAILS 3-3-33""x box(3"x 0.128");or x 0.131"Halls 4-16d box(3'/2"x 0.135"1 or 28 Ledger strip supportilgjoists or rafters 3-16d common(3'/2"x 0.162");or At each joist or rafter,face 6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS; OR BY ATTACHMENT TO A HEADER4-1Odbox(3"•0.128");or 4-lodbox(3"x0.128");or nail 3 Ceiling joist not attached to parallel rafter,laps over partitions(seeSection 3-16d on 13'/2"x 0.162");or Face nail 4-3"x 0.731"Halls ROOF RAFTER comm BAND JOIST, OR RIM JOIST, OR TO AN ADJOINING STUD; OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION R802.5.2 and Table R802.5.2) 4-3' relis 29 Bridging or blockin ro Dist 2-10d box(3"x 0.128"),or 2-8d common 7. ALL JOIST TO BE BRIDGED WITH EITHER SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1" X 3" STRIP NAILED ACROSS THE BOTTOM OF THE JOISTS Ceiling joist attached to parallel rafter(heel joint)(seeSection R802.5.2 and g e e j (21/2"x0.131";or2-3"x0,131")nails Each end,toe nail PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET 4 Table R802.5.2) Table 8802.5.2 Face nail 4-10d box(3"x 0.128"),or SPACING OF FASTENERS PROJECT, 8. BEAMS SHALL BE NOTCHED AND DRILLED IN ACCORDANCE WITH R502.8 OF THE IRC 2018 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS Collar tie to rafter,face nail or f/,'x 20 ga.ridge strap to DESCRIPTION NUMBERAND 5 3-10d common(3"x 0.148");or Face nail each raper ITEM Intermediate ' FOR ENGINEERED WOOD PRODUCTS rafter 4-3"x0.131"nails OF BUILDING ELEMENTS TYPE OFFASTENEle,b., Edges RAFTER-TO-RAFTER CONNECTION TYP. 0 EACH RAFTER (Inches)6 wpphes`•' 0 RECONDITION/ REINFORCE EXISTING BARN 9. DRAFTSTOPPING SHALL BE REQUIRED WHEN THERE IS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING 3-16dbox nails(3'/2 x0.135");ar 2tcenails onone side and l (Inches) MODEL 'CS20' BY SIMPSON STRONG TIES ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET 3-1Odcommon nails(3"x0.148"):or toenail wood structural panels, to and particleboard toframin (SEE R502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE 6 Ratter or roof truss to plate 47Od box(3"x 0.128");or on opposite side of each P g g P g g EXISTING BARN SIZE/ HEIGHT T 0 B E UNALTERED (see Table 8602.3(3)for wood structural panel exterior wa//sheath/ng to wall framing] 4-3"x 0.131"Halls rafter or truss) 10. ALL PRESSURE TREATED MATERIAL- SHALL BE PRESERVATIVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 6d common 12'-0.113")nail(subfloor,walA SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES 4-16d(3'/2"x0.1351g or 30 3/a"-t/z" Bid common(2'/Z"x0.131")nail(roof);orRSRS-01(;F/B x0,113")nail 6 12' CONTINUOUS RIDGE VENT COBRA RIDGE COVER W/ROOF 3-10d common 0"x0.148");or Toenail (roof)' VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP 11. ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC WI SERIES JOISTS (WOOD I-BEAMS), LVL PRODUCTS, AND ANTHONY POWERSEAM PRODUCTS 4-10dbox(3"x0.128");or MANUF'S INSTRUCTIONS 4-3"x 0,131"nails ALLL JOISTS, GIRDERS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS 7 Roof rafters toridge,valley or hip rafters or roof rafter 31 1913{-t" 8d common nail(2'/2"x 0.131");or RSRS-01;(23/s"x 0.113')nail cool 6 12' WEB STiFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARNG POINTS. DOUBLE 1 3/4' LVL'S SHALL BE INSTALLED AT ALL STAIR, CHIMNEY, to minimum 2"ridge beam 3-16d box 3'/2"x 0.135'7;or RAFTER TIES AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONSmmon lodcommon(3"x0.148ynail;or LTWGT ARCHITECTURAL HANDLING, STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS 34Odcox(Yx0./8x0.162");or End nail 3z t/e"-t/q^ Bd(2'/2"x0.131")deformed nail 6 t2 MODE O.C. SHINGLES SHINGLES OVER 3-t Od box(3"x0.128");or MODEL CS20'SEE MANUFACTURERS SPEC'S FOR ENGINEERED LUMBER # 15 ROOFING FELT OVER 12. ALL JOISTS SHALL HAVE 1 1/2- BEARING MINIMUM ON WOOD AND 3" MINIMUM ON CONCRETE OR STEEL 3-3"x0.131"nails ( ) Other wall sheathings 1/2" (CDX.) CODE COMPLIANCE REFERENCES: 13. ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH N0.2 OR BETTER 16' O.C. MIN Wall PLYWOODOD INTERIOR WALLS SHALL BE 2' X 4" NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES 33 '/2"structural cellulosic fiberboard 11/2"galvanized roofing nail,7/15'head diameter,or l'1q"long 16 ga. 3 6 1" MIN. AIR SPACE 14. ALL WOOD FRAME WALLS SHALL HAVE A DOUBLE TOP PLATE (OVERLAPPING CORNERS) AND SINGLE SOLE PLATE (MIN.) THE SAME LUMBER DIMENSION AS THE WALL 16d common(3112"x 0.162") 24"o.c.face nail sheathing staple with z/,6"or 1"crown 2020 NYS RESIDENTIAL CODE WALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10' AND IN 1/3 INTERVALS IN TALLER WALLS. 8 Stud to stud(not atbraced wall panels) a tad box(3"x 0.128");or /32"structural ceituosic 1/4'galvanized roofing nail,/,6"head diameter,or 1/2"long 16 ga. 16"o.c.face nail 34 3 6 2020 NYS PLUMBING CODE 2020 NYS ENERGY 15. STUDS MAY BE GRILLED AN NOTCHED IN CONFORMANCE WITH 8602.6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 3"x 0.131',nails fiberboard sheathing staple with'/,6^ort"crown 16d box 0.1351:or , RIDGE BOARD OR 16. ALL HEADERS SHALL BE AS SPECIFIED ON PLANS AND NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM, IF THERE IS ANY DISCREPENCY OR 2"" t2"o.c.tace nae , 1/2"galvanizedrooflngnan;staplegalvantzed• ROOF RAFTERS OR IF A SPECIFICATION IS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE R502.5 OF THE IRC 2020 RESIDENTIAL CODE Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nags 35 /2"gypsum sheathl"64 7 7 BEAM (SEE PLANS) CODE E N G N E E R E D STRUCTURAL 9 1/2^longi/J'screws.TypeWorS (SEE PLANS FOR (at braced wall panels) SIZE & SPACING 17. ROOF BLOCKING SHALL BE SET TO ALLOW 2" AIR SPACE AT THE TOP OF THE RAFTER FOR VENTING 16dcommon p/2'x0.162'7 16"o.c.face nail a ) 6 13/4"galvanized roofing nail;staple galvanized, 36 /e"gypsum sheathirg�' 7 7 COMPONENTS PER ASCE 7-10 18. ALL CEILING JOISTS SHALL LAP A MINIMUM OF 3" AT SPLICE CONDITIONS OVER BEARING WALLS 16d common p,/2'x 0.162") t6"o.c each edge face Han is/e'long 1%"screws,Type W or 5 19. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL 10 Built-up with'/2"spacer) INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF ,6d box 0.135'7 12"ox each edge nail Wood structural panels,combination subflocrundetlayment to framing AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 AND NOT LESS THAN 3" ON CONCRETE OR MASONRY 2"x g 20. ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2018 RESIDENTIAL CODE 5-8d box(2,/Z x 0.113");or 37 a/q"and less 6 12 6d deformed(2"x0.720")nail;or O TYP. RIDGE VENT DETAIL FLOOD DESIGN LOADS PER ASCE 24-15 WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE (SEE ATTACHED NAILING SCHEDULE) 11 Continuous header to stud 4-8d common(2'/2"x 0.131");or Toe nae Bd common(21/2'x 0.131")nail 20. ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED WITH 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE 4-10dbox IT'x0.128") 38 z/"-'" sdcommonW/2"x0.131")nail;or 6 12 16d Common p!2'x 0.162") 16"o.c.face nail (SEE ATTACHED NAILING SCHEDULE) 5/4 X 3 SPRUCE LATH SHALL BE INSTALLED ® 16" O.C. PARALLEL AND IN LINE WITH THE ROOF RAFTERS a 8d deformed(21/2"x0.120'7 nail 5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE WOOD SHINGLE ROOF FINISH 10dbox(3"x0.128");or 39 11/s"-1'/q" lad common(3;x0.148'7nail,or 6 12 ROOF RAFTERS 21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL 12 Top plate to top plate 3"x 0.131"nags 12"o.c.face nail 8d deformed W/=x 0.120")nail SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION RAFTER CONNECTOR 8-16d common(3'/2"x 0.162");or Face nail on each side of end MIN (14) 10-D NAILS joint CONCRETE/ MASONRY NOTES 12-16dbox(3/"x0.135");or 13 Double top plate splice 2 (minimum 24"lap splice ROOF RAFTERS 2X4 OR 2X6 LL STUD 5/8" GYPSUM BOARD---------__ DBL. TOP PLATE 12-10d box(3"x 0.728'7;or length each 72-3"x0.731"nails side ofendjoint) RAFTER CONNECTOR 2X4 OR 2X6 WALL STUD ® 16" O.C. SIMPSON CS-16 - CUT AT 2 SIDING 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OF THE 2020 NYS IRC RESIDENTIAL CODE 16dcommon p'/2'x0.162") 16"o.c.face nae ACCORDANCE WITH THE PROVISIONS OF ACI 530/ASCE 5/TMS402 Bottom plate tojorst,rim joist,band Joist or 74 DBL TOP PLATE 20 8D - 2-1/2* GALVANIZED blocking(not at braced wall panels) 16d box(3'/2"x 0.135'7;or NAILS - ATE EVERY STUD 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED 3"x 0.131"nags tz^o.c.face nail lij FELT OR HOTO BE P FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) MIN (14) 10-D NAILS FLOOR JOIST Simpson LTPS ALL JOINTS AL BE SIMPSON 16" o.c. TAPED & SEALED Bottom plate to joist,rim joist,band joist or 3-76d box(3'/z"x 0.135"):or 3 each 76"o.c.face nail LIPS 2X6 ACO SILL PLATE 3. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SGML, HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT 75 2-16dcommon(3'/"x0.162");or 2each16"o.c.facenail 16"°'c' 5/8" X 14" ANCHOR BOLTS EVERY 3' O.C., blocking(at braced wall panep z 5/8° CDX PLYWOOD 4-3"x0.131"nails 4 each I&*ox.face na i I NO MORE THAN V FROM ANY CORNER OR SHHEATHING 4. ALL FOUNDATION WALLS SHALL HAVE A MiNIMUM THICKNESS OF 8", ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8" DEEP AND 16" WIDE END OF 2X6 ACQ SILL PLATE - USE 3" SQUARE SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND F0071NG SIZES BEARING PLATE UNDER NUT 4-8d box(2'/2 x0.113^);or FOUNDATIONFLASH AND BATT INSULATIO 5. ALL CONCRETE SHALL BE 3000PSI AT 28 DAYS 3-8dcom(on(2'2"x0.10.135"):or FOUNDATION 2" CLOSED CELL SPRAY FOAM 4.8d common(2'/2"x0.131");or Toenail RECOMMENDED - PLACE LTP4 AND R-15 FIBERGLASS INSULATION 4-10dbox(3"x0.128");or re Studs dont PING OVER SHEATHING o. Int -�tmvlctlt CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTHER TRADES. t6 7oporbottomplatetostud 4-3"x 0.131H align W/ rafters ONE OF THE LINKS IN THE CRITICAL LOAD PATH 2"x 6" STUDS ® 16"O.C. ANCHOR BOLTS SHALL BE SET PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE 3.16dbox(31/z"x0.135");or 2-16d common(31/2"x0.162");or RAFTER TIE DETAILS TYP. ® EACH RAFTER FOUNDAl10N WITH FLOOR JOISTS- WALL STUDS TO ACID SILL PLATE TYPICAL EXTERIOR WALL CONSTRUCTION, RAFTER TIE DETAILS TYP. ® EACH RAFTER End Hall MODEL 'MTS30' BY SIMPSON STRONG TIES 7. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE i5 POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL 3-,Odbox(3°xo.t28");or � MODEL 'LTS' BY SIMPSON STRONG TIES ® O BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS 3-3"x 0.131"nags 3.10d box(3"x 0.128"1;or "SIMPSON" HDQ8 2-16d COMMON 8. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION 17 Top plates,laps at corners and intersections 2-16dcommon(31/2"x0.162"tor Face nail "SIMPSON" PHD NAILS ® 6" D.C. 3-3"x0.131"Halls FOR FULL LENGTH Use every other nail hole PLATES in a row to provide theOF STUD 9. ALL REINFORCEMENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS "C 12" WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS 3-8d box(2'/z xo.it3);or code-required minimum END AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT 2-sdcommon(21/"x0.131.7;or ter-to- cencenter LENGTH AT SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGERSRUCES AND OFFSET SPLICES OF BARS AT OPPOSITE ENDS 18 1"brace to each stud and plate 2.10dbox(3"x 0.128');or Face nail spacing for nails I 10. ALL SLAB ON GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED, INCREASE A5 REQVIRCD FOR DRAINAGE PITCH- staples l3/x" MIN (14) 10-0 NAILS EA. BLOCKING a1rcH. ENDWALL I A 3-8d box(21/2'.0,173");or WALL STUD 36'-42" 11. SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS 2-8dcommon(2'/2"x0.131'7;or CUT APPROXIMATELY 20' O.C., CONSTRUCTION JOINTS SHALL BE KEYED 19 t"x6"sheathing to each bearing 2-10dbox(T'x0J28");or Face nail BASE PLATE LENGTH CL AR 2 staples,I-crown,16 ga.,1314'long 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTSPANS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS GALVMEATL STRAP D SHALL BE PLACED ALTERNATIVELY' OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS 3-8dbox(21Z .x0.113•);or B E 3.1 d common Od boxIT'x .12x);or );or MODEL 'S20' HEADER 12" C 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY 3-tOdbox(3"x0.128•');or FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING 3staples,i•crown,16ga.,13/4"long RIM JOIST 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS "SIMPSON" HDQ8 20 1"x 8"and wider sheathing to each bearing Face nail Wider than e"x 8" DBL TOP PLATE 12" "SIMPSON" PHD 4-8d box(2'/z x 0.113");or ENDLENGTH F 15. CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515. 1R-79 SPECIFICATIONS, CHAPTER 3 FOR CONCRETE SURFACE QUALITY 3-8dcommon(21/2"x0.131");or WALL STUD Provide mdnlrpum 1" NOTE: AND FINISHES. CURING COMPOUNDS, RELEASE COATINGS OR ADD MIXTURES THAT INTERFERE WiTH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED. 3-1 ad xo.izs");or en distance 1. SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), MIN (14) 10-D NAILS LIQUID APPLIED BARRIERS SHALL LVOT COVER, HIDE, OR LEVEL SURFACE IRREGULARITIES 3 WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM 4 staples,1"crown,16 ga.,t/q"long Equal number of SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. Bd i6. MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES Floor specified nails COMMON NAILS ®6"o.c. EDGE & FIELD DESIGNED TO ACCEPT LOAD IMPOSED in each end 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD STRUCTURE UNLESS OTHERWISE NOTED. H4 WITH (4) Sd 70 4-8d box W/2'- 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & CONNECT STUD TO PLATE 17. THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 36"BELOW FINISH GRADE 2 STUD TO STUD PLATE TO RIM DETAIL(HOEDOWN & CONN). 3-8d common(21/2"x0.131"),or O JOIST TO TOP PLATE TO STUD CONNECTION ® 16" O.C. zt Joist to sill,top plate or girder Toenail GALV. METAL TIE DOWN W� 1N 32" OF EACH CORNER OF _ 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE 2020 NYS RESIDENTIAL CODE 3-10dbox(3"x0.728");or SEAL 3-3"x0.131"nails MODEL 'BP' BY SIMPSON STRONG TIES GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE O STRUCTURE NAILING & STRAPPING @ EXTERIOR ���""� sdbox(z'/2"x0.113^) 4"o.ctcenail MODEL 'HDQ8 PHD6' BY SIMPSON STRONG TIES i'.;C �" ---.-...,.,".� BUILDING DE--SIGN N0TES MODEL 'HTT22' BY SIMPSON STRONG TIES WINDOW/ DOOR HEADER Rim joist,band joist or blocking to sill or top 22 8d common(2'/2"x0.131");or place(roof applications also) rr�� 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES AND 3odbox(3 x0.1z8"):or 6"o.c.toenail TABLE 8301.LD1) WITH 2020 RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE 3"x0.131 nags THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGNS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURITiES 33-fid box(2 12x 0,113");or CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2. ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6", AND HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, AND 2-Bdcommon(2'/2'x0.131");or �' � s 1'' '"' ,-'ti✓ t 23 1"x 6"subfloor or less to eachjoist Face nail LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0" 3-10d box 0"x 0.128"k or d BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF T-0" (SEE R305 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) 2staples,l"crown,16 ga., long SUBJECT TO DAMAGE FROM GROUND WIND SIESMIC ICE SHIELD 3. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE Floor WINTER UNDERLA- "'' j SNOW DESIGN FROST FLOOD C.�,= �•?C;. OPENING. OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44' ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA SHALL B 3-16d box(3'/2"x 0.135");or E 5.0 SQUARE LOAD SPEED (MPH) EXPOSURE CATEGORY WEATHERING LINE TERMITE DECAY DESIGN YMENT HAZARDS FEET AT ALL GROUND FLOOR OPENINGS AND 5.7 SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20"), MINIMUM OPENING HEIGHT(24') 24 2'subfloor tojoist orgirder Blind and face nailTEMP DEPTH REQUIRED (SEE R310 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) 1-16dcommon(3'/2"x0.162") ARCHITECT 3-16db (3'/'x0135"); 25PSF 140 MPH D B SEVERE 36' MODERATE SLIGHT TO 11 YES X JEFFREY SANDS 4. WINDOW WELLS SHALL BE DESIGNED FOR BASEMENTS WITH HABITABLE SPACE. THE MiNIMUM AREA OF THE WINDOW WELL SHALL BE 9.0 SQUARE FEET 25 2"planks(plank&beam-floor&roof) ox2 . or At each bearing,face nail DECAY MODERATE WITH A MINIMUM WIDTH AND HORIZONTAL PROJECTION OF 36". WINDOW WELLS WITH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT LADDER 2-16d common(3/2"x0.162") LADDER SHALL HAVE A INSIDE WIDTH OF AT LEAST 12", SHALL PROJECT 3" FORM THE WALL, AND BE SPACED MAXIMUM 18" APART VERTICALLY ARCHITECT (SEE SECTION R310 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) 3-16d common /2"x0.162") 410 box(3""xx(),1 0.728"),or 6 EVERGREENLANE 3" 26 Band or rim joist to joist 4- x0,131"nails;or End nail EAST QUOGvtt��n tv1 v 11942 5. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. 43"x14ga.staples,711G°crown ROOF NAILING SCH EDU LU E PHONE 631.375.5997 THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED (SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS) EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET ABOVE THEWALL SHEATHING NAILING SCH ED U LU E 140 MPH WIND ZONE (3 SECOND GUSTS) FAX 631.576.8916 FLOOR AND 2 FEET FROM EXTERIOR WALLS (SEE SECTION R303 OF THE NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) USE 1 2" CDX ROOF SHEATHING EMAIL:JEFF@JSA-NY.COM 6. THERE SHALL BE ONE HABITABLE ROOM WiTH A MINIMUM FLOOR AREA OF NOT MPH WIND ZONE (3 SECOND GUSTS)NOT LESS THAN 120 SQUARE FEET FASTEN WITH 8D COMMON GALVANIZED NAILS ALL OTHER HABITABLE ROOMS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE FEET, KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEET USE 1/2" CDX WALL SHEATHING „ HABITABLE SPACES SHALL NOT BE LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEPTION KITCHEN) FASTEN WITH 8D COMMON GALVANIZED NAILS 2 X 11 1/2" GA. - PATTERN AS INDICATED BELOW (SEE R304 OF NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) 2" X 11 1/2n GA. - PATTERN AS INDICATED BELOW PROJECT 7. ALL DESIGNS SHALL BE IN CONFORMANCE O ® E N G L E B A R D T WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE (SEE CHAPTER 11) TABLE 8802.10.4 THE FOLLOWING GLAZING AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS 1 RESIDENCE GLAZING U-FACTOR: .35 MAX BRACING METHODS -- _ CEILING R-VALUE: R-49 CONNECTION CRITERIA' WALL R-VALUE: R-20 METHODS,MATERIAL MINIMUM FIGURE FLOOR R-VALUE: R-19 THICKNESS Fasteners Spacing 2 _ _ _ 845 MAPLE LANE BASEMENT R-VALUE: R-10/13 Exterior SOUTHOLD edges 12" SLAB PERMITER: R-10 (DEPTH OF 2') sheathing per 6" 1 CRAWL SPACE : R-10/13 C5-WSP Tal.'e field 8. THE FOLLOWING CRITERIA WAS USED IN THE BUILDING DESIGN Continuously FGO; ;j lO I NEW YORK sheathed WIND ZONE 140 MPH (3 SECOND GUSTS) 3/e" Interior 1 Y:?`C EXPOSURE D s,,,,,tr;,.,, sheathing per varies by O ® / O I DRAWING TITLE GROUND SNOW LOAD 25 PSFpan° Tat ' fastener LIVE LOADS OF 30 PSF SLEEPING AREAS, 40 PSF LIVING AREAS RF')23(,)nr I DATA NOTES DEAD LOAD 40 PSF n6r23{2) SOLAR PANEL LOAD 5 PSF O I i I O 9. ALL DESIGNS REPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT, CALCULATIONS WILL BE SUPPLIED The continuously sheathed braced wall panels shall be constructed in accordance with table 860ing n, ng pati continuously sheathed wand structural panel, 6 I DETAILS RISER 10. WIND BORNE DEBRIS PROTECTION PER R301.2.1.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE exterior sheathing nailing pattern short n 6° it edges and 12"En field. Minimum , / ( ) length of braced wall panels in accordance with Table 8602.10.5 I I 4 O I I 1 2' THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF HURRICANE FORCE WINDS TO PROTECT FROM WIND BORNE DEBRIS. PANELS SHALL BE FASTENED WITH WITH 2 1/2" #6 WOOD SCREWS ®16" O.C. FOR PANELS LESS 1 O O SEE THAN R301.2'. 12" MORE DPANELS ETAILS ) GREATER THAN 4' AND LESS THAN 6', 9" O.C. FOR PANELS GREATER THAN 6' AND LESS THAN 8' 4 O (�2 I DIAGRAM 11. ALL FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1 SEE ATTACHED NAILING SCHEDULE AND FASTENER DIAGRAMS FOR DETAILS THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS DO NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED 49 ' - En, r�r� /'r-.T SCALE DATE 4 D ,L`�'J' NA 7-29-2021 �i 12. ALL EXTERIOR FINISHES SHALL BE IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DRAWING NUMBER 13. ALL ROOF OVERHANGS SHALL RECiEVE ONE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24" INSIDE THE OUTSIDE WALL ZONE 5 ZONE 6 ZONE 1 ZONE 2 ZONE 3 ZONE 4rIr ALL UNDERLAYMENT SHALL BE NAILED DOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AUG 1 q 1 q 2021 14. ALL FLASHING SHALL BE SPECIFIED EY THE ARCHITECT AND/OR CONFORM TO 2020 NYS RESIDENTIAL CODE (SEE SECTION R905 FOR ROOF COVERING) FIELD 1211 O.C. 12it O.C. FIELD 811 O.C. 12" O.C. 3" O.C. 4" O.C. 15. ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ,WITH 2020 MECHANICAL AND FUEL GAS CODES OF NEW YORK STATE 1 ?? In-.Toy- - A001 PANEL EDGES 6" O.C. 6" O.C. PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. 1•�T".� � . I A . .-.I� A F 9'-84„ I 30-14 EXISTING TO REMAIN POOL EQUIPMENT EXISTING 2X6 RAFTERS @24"OC 6 SISTERED WITH 2XI0 RR EXl 3'-6" rcli / ' N ---------------- ----------------- ------------- ----------I-.-.---------._------_--------------- ---------------------=-------R-----Qo~N—E--PL---A----4 C----E---------—I-I I(------------- --_W--------.—_-----I:--IIIIIIIIIIIIII-IIIIIII)IIIIIIIIII IIIIII---- �IIIIIIiIII!IIlIIIIIIIIIIItII'IIIaIlII III=-- IIII►IIII IIII IIi -----5-------------- --—--------------------------------------NzN----------------- -�--- ----- IIII--"��w"--"—IIIIti,tIiIIIi1�IIIII I 1___-- IIII iItWI --_III I IIII —I-Cr - ---- =--- ---- IIIIIIIIIiii- -----_----®--------------5-_— --N—.—_-----------------------_-------- - -----_-- _-------I -----N--E---W---------W_---S-O--- C-—O--D EISTING EXTERIOR FRAME ST -O-A --W---------L-------/ o STEPS ON " WALS TO REMAIN. 118 2X4iS OTUBSTO WNEW INTERIOR ,VERSASTUD " DEPTH S " r CD ----- E------=-----------1-------/--4-----------------=------------------1---------- -----0-----------------------------------_- -I ------- _-— --I---N -F—O -M--;�, osTuv 16 WOOD Z BURNING STOVE 1IF-11 Lo Lli IhI 1>1 ON STONE HEARTH WITH ELEVATION: + 11-2" II CD FIREPROOF WALL INI 5„ N kOUGH PLATE W o aN X BEHIND N N ADSUB E I I I IQ I Tor of R ux8 DGE _I1- � � . � 1 - i0 u 14 X BARN LADDER CENTERED IN ROOM/ OVER BARN DOORtn W I F-71 F11 LOFTFLO— DOOR I X N 4„ 8,-8„ - + EXISTING S— �- -_—T ---_j2iI--4 STORAGE ROOM SISTERED ITH 2X1 R (PING PONG 8XHEAvISERPST --B -�-/A- /-/-R-N\- -,TABEPOOL /9'-8" WIDE X 9'-0" TALL DOUBLE DOOR SLIDING POCKET GLASS DO)RS TOYS ETC) 9'-8 5/16" DATUM ELEVATION: 0'-0" ------ TOP OF FIRST FLOOR ROUGH ID 3 x 4 POST sk 3x6POST EXISTING STOOP NOTE- Al III EXISTING BASEMENT 4 TO REMAIN UNINSULATED, NO HEAT OR A/C 30'-0" EXISTING TO REMAIN BARN ROOF PLAN(REINFORCED) FIRST FLOOR BARN RENOVATION/REINFORCEMENT PLAN 2 SCALE = 1/4" 1'-0" SCALE 1/411 1'-0" REPLACE ROOF SHINGLES AS REQ NEW SKY—LITES EXISTING DORMERS TO REMAIN REPLACE ROOF SHINGLES AS REQ NEW SKY—LITES NEW STAINLESS STEEL CHIMNEY PIPE 100 EXTENDING 24ABOVE RIDGE MIN.REBUILD DORMER TO MATCH OTHER EXISTING DORMERS cV 77 -- N/ NF=4 • 1---'- -=-----0-----"1--- I- 777 -0SEAL REPLACE GLAS AS AS a - ----- ARCHITECT -====7: o —_REQUIRED RE IR JEFFREY SANDS ARCHITECT -- _ — 6 EVERGREEN LANE --4'—1 0"— EAST0~' Q" `U'`O G:.U E! -N Y;fi 9 4 2 °° Ell PHONE 631.375.5997 CD FAX 631.576.8916 m NEW PICTURE NEW PICTURE f'),00 NEW PICTURE EMAIL:JEFF@ISA-NY.COM X WINDOW z WNDOW WINDOW ---- ----- -------- PROJECT 0 9.-8" WIDE X NGLEBARD --------- 0 7— 7,_3 9'-0' TALL DOUBLE ------ - ---- RESIDENCE SLIDING POCKET GLASS 845 MAPLE LANE DOORS SOUTHOLD NEW YORK DRAWING TITLE rFT NEW RECLAIMED BARN SIDING TO BE DETERMINED NEW RECLAIMED BARN SIDING TO BE DETERMINEW RECLAIMED BARN SIDING BARN DARK SKIES COMPUNAT SCONCES D A�SKJES COMPLINAT �CON� S RENOVATION PROPOSED SOUTH ELEVATION: BARN PLANS SCALE = 1/4" 1'-0" " SCALE DATE 7-7���7� 7-29 2021 DRAWING NUMBER I� I B100 i