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HomeMy WebLinkAbout49198-Z ��o�OS�FFat,fcoGy� Town of Southold 2/7/2024 P.O.Box 1179 0 o _ 53095 Main Rd y Southold,New York 11971 col � ya CERTIFICATE OF OCCUPANCY No: 44953 Date: 2/7/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2005 Deep Hole Dr,Mattituck SCTM#: 473889 See/Block/Lot: 115.-14-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/31/2023 pursuant to which Building Permit No. 49198 dated 5/3/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck,to existing single-family dwelling as aapplied for. The certificate is issued to Prager,Amy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49198 11/9/2023 PLUMBERS CERTIFICATION DATED 10/30/2023 n C1kistoq4er DeStefa Au o 'ze 'gnature ao�SUFFot o. TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49198 Date: 5/3/2023 Permission is hereby granted to: Prager, Amy 2005 Deep Hole Dr Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2005 Deep Hole Dr, Mattituck SCTM #473889 Sec/Block/Lot# 116.-14-16 Pursuant to application dated 3/31/2023 and approved by the Building Inspector. To expire on 11/1/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $502.40 CO-ADDITION TO DWELLING $50.00 Total: $552.40 Buildi g Inspector pF SOUryQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Sean.deyiinCaD-town.south old.ny.us Southold,NY 11971-0959 Q OOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Amy Prager Address: 2005 Deep Hole Dr city:Mattituck st: NY zip: 11952 Building Permit#: 49198 Section: 115 Block: 14 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Showcase Electric License No: 59658ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 6 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 6 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 21 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights 5' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches Q 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Gas, DW, Hood, Mini Fridge, 200A Panel 40 Circuit/20 Used Notes: Kitchen Addition, Smokes, Rear Porch & Service Inspector Signature: Date: November 9, 2023 S.Devlin-Cert Electrical Compliance Form J Telex one(631)765-1802 N, Town Hall Annex 54375 Main Road r X'Q rf cm P.O.Box 1179 -07 Southold, NY 11971-0959 • .yip! „� ��giss' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ��/ /� L� Building Permit No. �q Owner: 1'0�j -V Y( (Please print) Plumber: ef�(I (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of kpy1'-'L-hZL, 20 A- Notary Public, 0 140C-County !_UCLA RIVIEZZO Notary Public-state of New York No.01R16146951 Qualified in Suffolk County my commLqslon Exp.05/31);-0?61 Of SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. coorm, 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 REM nKSS: S' F DATE INSPECTO ho�apf SOGTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING f vT 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: Amt s7// 2 t4 gto y A VNL 6w 0& v 2e ernu(ri vc- DATE INSPECTOR o sour L/9 l q 6 200 � e e # # TOWN OF SOUTHOLD BUILDING DEPT. ryComm� 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: Z4 a DATE 2�J 2 INSPECTOR OF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. �Cl cou 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: In StI1 0'n v a-tv ��- c " om ,nS 4te s . DATE INSPECTOR OE SOUI�,�� TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION N PRE C/O [ ] RENTAL REMARKS: t � c� tin *v+VI/VX�)(' v DATE I l 'ZO�' INSPECTOR OF SOUTyolo L19 r q V qjyV G - 1 / ej `a/ e # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 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: zt:E�7t2 I c- DATE INSPECTOR SOUryO6 # TOWN OF SOUTHOLD BUILDING DEPT. � G Q courm��'' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ✓ FINAL 4t, /its k*t [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INS ECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION _� PRE C/O [ ] RENTAL REMARKS: � � =-�I 7D amea- eve- 4t, o zer C s yc. 7on, DATE - INSPECTOR F East End'Insulation 1977 Main Road, Laurel NY 11948 CERTIFICATE OF DATE OF INSTALL: 8/28/2023 PROJECTINFO 2005 DEEP HOLE DRIVE MATTITUCK, NY 11952 Location Insulation Type Inches R-Value ABOVE GRADE 2LB CLOSED 3 NOMINAL R-21 EXTERIOR WALLS CELL SPRAY FOAM --------------------------------------------------------------------------------------------------------------------- BASEMENT RIM -2LB CLOSED- 3 NOMINAL R-21 JOISTS CELL SPRAY FOAM --------------------------------------------------------------------------------------------------------------------. CRAWL SPACE FIBERGLASS 8.5 R-30 CEILING BATT+3 INCH ROCKWOOL ------------------------------- ------ ----------------------------- ------ --------- .......................... FLAT CEILING FIBERGLASS 9:5 R-30 BATT --------------------------------------------------------------------------------------------------------------------. ------------------------------------------------------------------------------------------------------------------- -------------------------------------------- ----------- ------------------------------------------------------------ --------------------------------------------------------------------------------------------------------------------. ------------------------------------------------------------------------------------...........----------------------. DATE OF FIRE-BLOCK-8/28/2023 UV EL-i-:3 y NOV 2 7 2023 I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. Authorized Signature MURPETMR-M:1:1 �.•�.Yi'�-gia {-/;�C� Yf4�',. � f . t..� s�y._;,��i�.'�►v7t? �1+4� .y�y�f•«lr '�j 4 y��, Vd.�.t. das FN ` obi � �`<l".'. � _ i.N �.�` • :,�, ..g¢��;: +.,.` 1 �h"p� �i, 'G-���'��,' ;�. .,Se 3`� N� 7�� -v'�i�i.,FiP �i ayl.+����•'u�'7i� ,R + �•.�+ ��""tl-��:.,�i{� h- a�# < � - e ♦r `,r_"i�� ; ""tMt,.; r � '�' �, f ..0 f- f � .}' 1<Aj.� -`\~+? 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"yeti �,.����� �T'.w�`.`q '�f'• �,y-S� a.4: ' • Rr..u-.,'i6�' l�'k�fi�+:F Rw:."4vA`a„ FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) CAW .. ------------------------------------ FOUNDATION (2ND) �' z f• 3•i bra nn�" s a i V. l2ov !1 1044 h,'n ✓LoV��{,Q. rLevise•l ��2.it,w1' Sl-�owr ROUGH FRAMING& a PLUMBING •� It�g S 0k- r C690,14- r INSULATION PER N.Y. H STATE ENERGY CODE 1� FINAL - �3 ,�ee-pj9 eGY — 4gRe,41 I7eedS TV 44,.a,� ADDITIONAL COMMENTS C) Ic�Sa9� �o t � � Z . o z x �y x d . b H faoSsufFo�,rco�y� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.gov ��nr9 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only4d I) IV/ it Li PERMIT NO. Building Inspector: MAK 3 1911171, Applications and forms must be filled out in their entirety:Incomplete DW.lmtj,UEP applications will not be accepted. Where the Applicant-is not the owner,an TOWNOFS08T ' D Owner's Authorization form.(Page 2)shall be.completed. Date: 03 3 2 OWNER(S)OF PROPERTY: Name: H Y PRFCTM#1000- Project Address: 2005 (7 L i V rr Phone#: „ a0 . ?, Email: 12ralel-51 a 'e Mailing Address: CONTACT PERSON: Name: sc tt—t— Mailing Address: PO 6Q ?J Phone#: 6 . ¢ Email: DESIGN.PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: . Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CQNSTRUCTION El New Structure Addition Alteration El Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑YesKNo Will excess fill be removed from premises? Yes ❑No 1 PROPERTY INFORMATION Existing use of property: OAT ✓lc Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes,i\No IF YES,PROVIDE A COPY. -Check Box After Pleading: The"wner/contractor/design,professlonal is responsible for aiidrainage and storm water ls.sues as provided by Chapter 236 of the Town Code. APPLICATION,IS HEREBY,MADE to the Building Department for the Issuance of,a Building Permit pursuant to the Building Zone Ordinance�of the Town of Southold,Suffolk,-County;New and other applicable_Laws,Ordinances orRegulations,for the eonstruction:of buildings, additions,alterations or for removal or demolition-as herein described.The applicant.agrees to comply with all applicable Laws,ordinances,building code, housing code and'regulations and to admit authorized inspectors on premises and in buiiding(s)for necessary inspections.False statements made herein are ,,punishable as a Class A misdemeanor pursuant to Section 210AS of the NewYork'State Penal Law. Application Submitted B v I�Authorized Agent ❑Owner y(print name): � �-;; Signature of Applicant: __ Date: y STATE OF NEW YORK) SS: COUNTY OF L ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above nam d, A (S)he is the It 11 _ (Cbn actor,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 a14 20.,a.?2 T)MJe A taWublic TRACEY L. DWYER ARYPROPERTY OWNER AUTHORIZATION N� PNO.i0iCW63M900,STATE OF NEW (Where the applicant is not the owner) AUALIFIED IN SUFFOLK COUNTY COAAOSSION EXPIRES JUNE 30,2169AP I, residing at Z4Z S Paz dk,.�plot 4:El eC do hereby authorize to apply on my be If to the wn of Southold Building Department for approval as described herein. a �+ —2� Ow is Sign re Date 1W rint Owner's Name 2 ZS�tFFI?��.� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o ='` Town Hall Annex- 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 4A�- Telephone (631) 765-1802 - FAX (631) 7,65-9502 rogerr(D-southoldtownny.gov— seand( southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/22/23 Company Name: Electrician's Name: Anthony Salerno License No.: Elec. email: Elec. Phone No: 631.466.5910 ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Amy Prager Address: 2005 Deep Hole Drive Cross Street: Phone No.: Bldg.Permit#: 49198 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 500 alt/add Square Footage: Soo - Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO —]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? DY N Additional Information:8i22/23 Paid$90 Rec#105293 PAYMENT DUE WITH APPLICATION 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 rocierr(cr southoldtownny.gov -- sea ndCcDsoutholdtownny.Aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: � � v Electrician's Name: , lk Q. Kb f l License No.: n� - �� �„S �, Elec. email: h oL.�Cci_ L�P GK l ( c r r)a r I c t Elec. Phone No: ; 31- C; ,- C31 request an email copy of Certificate of Compliance Elec. Address.: IO Sa Jv-v�- ti'1 ,) yv, IJL I Iq JOB SITE INFORMATION (All Information Required) Name: Address: ^'r;C `IBC1'Y,�� 1 l f`L�C,G I I °is �- Cross Street: Phone No.: V(I Bldg,Permit#: 14H N y email: P� in�s I Tax Map District: 1000 Section: II Block: 1 Lot: J ' r BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: T cc, Circle All That Apply: Is job ready for inspection?: ✓❑AYES ❑ NO ❑�ough In Final Do you need a Temp Certificate?: ❑ YES gNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 4201 23 PERMIT 9 Address Switches Outlets GFI's Surface Sconces ] j H H's^ UC Lts /— f Fans Fridge HW I Exhaust Oven WAD Smokes DW Mini 1 Micro ' Generator _arbon =ombo I Cooktop Transfer aC AH Hood" Service I Amps Have UUsseecc ) -pedal: omments 1 WIUDL�/ LaL�UI L AU.Wc,�'7`LIal,l.t`.f,10AILI-I' 'CALL-WIT11 Luf-.4oT Lxr S44TE.USX..,LcvE.S Z° 1 TftiW-� P WR MdUUFA]:1UP7(-P-) TYPE ODE,(, IJo. PiGWta oIUb du t�,uHeai�(>�� I.L-LcUrcw To PAIULJU � T�c,1 WIJoz) )rj-(- IL 1'/s Au- r& JQd ao-TP� r L z (,TP7(4TCD W0. y [g; b-lg-h1;,bj PeUttf-LU)b u31e. `tI I%y' " Z' le,%" dl.1.LUJG•f C•(G let ✓471A11J d 1111JIr1Uf 1 AUDcr(�,SEJJ (r-)[-L)c-L I.1�Y� Z�31G Lz) `1' I� *5'-Ic.%{° 51rfa�U114:rtc 25CG p'..I (?_ l� pal(� Q1JD�f'� lJ tYLP LII� Z�'�IG �ai.L.'vfi't%L I ldL.L.I;t1w) _l/tu, rL 1 -- . r1P1 l GPiL u IJJ. l_ L6t fi1TE.D WR !F- dIJDEI']sUJ txits�Uvt 2��Ic• I'I%I' Y2•is " ALL- r-L YZ." ! Cr.61ZL• /A(_'- Jra'-11 1Gt5T5 16"66 dry-rc PZ Tdit D A4.ID ALL. 6CF.U.w,S !-JALL.LIAVL DCC�P i LILDULG tICTA, ftx H: 54-VLU �.� vhTE1I°r-'<.-f. �I 1{TP;Cl.17r.DW tlduf"dCfi.Ir7LP� T7r'L F'ICI7Ll.1.Jo. [�ULaC.PU_-IIUV r��T �y�G`G•(. � :4 r9cr?&-AL) IaaW j Lcf� M?f47 W- C-A"'L=1 YV' I� :TilftlrNa-Tr'lur- �uvar� :PcUrICv(CtJL. 0 G 4IJ0cF7- tJ �i.tPlu[601;6 P�GL, 6'7%E"F.5•11 P f rl C\AjF -10-10 Gur-,G LJ.A 7Yb'' (l I-'lcr,G-i ri tq7 A(,w 6-71t; x!;-I It F. YIcly.Af-i PCU,;W&f'k m ut FII. b'7/"{Z S%' C> I'tiP1L4U y IDUJb 11Z'i7 0,- 6'-7%"4 3'll'/ J �LiJ G4Llh 1 _'`1 as 1 IF capper tubing is used for water distributing O N ^nnf- gnp�CY OR �R'-'-��l���25-— 5' system;piping shall bo OCCuph% —.. h7- I r yip -. tY of types K or L only USE Is UNLAWFUL o 1f�ITROGIT CERTIFICATE IZ - -, -�. L IVI gE 0 E C r I OD ' '`'I cl EgcNoFoc�UP .�'Z OF OCCUPANCYpD 2E J -- a x40e D � J C OLD�Y SYS10 i e, �A- <e� 11 m J J S / u 5 I 5 w ti Z.G" s N �V rN VE.�•��CO ^iYYt1 It u 4d v W+ 5�$• �� APP O ID AS NOTED 1 (.Iv111L P)GLM v c �4P (�L _ EFN -147 By NOTIFY BUILDING DEPART 1� �y 765-1802 9 AM TO 4 PM FOR T 4E��^^`� UPR)6z r 1 FOLLOWING INSPECTIONS: V 1.FOUNDATION-TWO REQUI 'S /� .� FOR POURED CONCRETE d•C[ S - 2 ROUGH-FRAMING&PLUMEIII IS 3.INSULATION ' .� 4.FINAL- CONSTRUCTION MU T�' ^ BE COMPLETE FOR C.0. ALL CONSTRUCTION SHALL ME YY THE REQUIREMENT'S OF THE N, _V. V STATE CONSTRUCTION & ENER /'•11' 6_�(° CODES. NOT RESPONSIBLE RA !A.- DESIGN OR CONSTRUCTION ERRO - F- � ILI•ID'' 12=1U -i U 6TI LJb FLOOR PL,AO FROPOHP FLOOR PAW hLAu,:I%i'1 V L Ou - 0 N 10'-6n 71-8" 101-211 101-73/411 5'-93/4" ' c F 1 L J J __ ===1= __- --- ----------- 3 (3)2XI0 ACQ GIRDER ; ; (3)2X10 ACQ GIRDER ; ; (3)2X 0 ACQ GIRDER ; ; (3)2X10 ACQ GIRDER ; 0)2X10 ACQ GIRDER 1 I 12"dia CONC.PIER 12"dia CONC.PIER I A w/2'X2'Xi'FTG w/2'X2'Xi'FTG 3'BELOW GRADE Y BELOW GRADE (TYPICAL) (TYPICAL) VO V o rn I -,d a N I °a = �a 0 0 0 I I a N Q co N O I N� xE W 0o I a a 31-21/2"± I 5'-011 11'-51/2" 1'-611 101-61/211 O 1 1r O A (4)2X10 ACQ GIRDER xh_ -- x W ' N cOl r_On OfIII-12 dia-CONC PTERU T- -_ -ITa 1 1-0"2'X2'Xi'FT6-- W GRADE #5 REBAR @ _3 _ _ v 12"OC(TYP) =I1 _0" WYPICALW _ p I 00 -1' 1 tD PROPOSED c REMOVE EXISTING O I N NOO.D'ISHOWER Iv X cx RWAoa 36X24 ACCESS SOLID BLOCKING —UNDER POST ® t ( t LEDGER BOARD TO BE FASTENDED ABOVE(TYP)#5 REBAR @ ALTERNATIVE OPTION TO BUILDING WITH TIMBERLOK® !F)E6 DLOCKING 12"OC(TYP) SELF-COUNTERSINKING SCREWS UNDER POST REMOVE AND REPLACE EXISTING LALLY ABOVE P) COLUMN AND FOOTING POUR NEW t- U BY OLYMPIC MANUFACTURING M c(l 12 DEEP FOOTING 1-0 FROM EDGE TO Q► (2 SCREWS @ 32"O.C.) t- GC TO VERIFY SEPTIC LINE CENTER OF COLUMNS ALONG PERIMETER x -� c AND EXISTING SEPTIC MEETS LI) c<t Q) SCHDS SEPERATION PRIOR ^ m c 0 e TO CONSTRUCTION o EXISTING CRAWL SPACE z 1-011 2 tlJ STEEL COLUMN UNDER U m e POST ABOVE WITH N f %D _ (j) XX,2Xl'-GONC.FTG. •-- --t -' ------• `� 9 I I , I I SOLID BLOCKING I 1 .1 ___==_"=---===-=-----='= ='== ____-=_--__ __=-=________- UNDER POST 04 1 -------=------' - --'--------_= # ;-_� PROPOSED p U W - +" - ABOVE(TYP) Q LALLY _ W t-----• ---- EXIST. (1 ___'__ _____, N COLUMN O LALLY N D O �r COLUMN < NW N EXISTING BASEMENT No.4 BAR V 8"min. O 2'-011 cp ASSUMED 'd FOOTING DETAIL 3 U SERVICE- - t I I 'Q � I EXISTING i A I PORCH I B I I I I L _ — _ — — — — — — — J DRAWN: ` SCALE: JOB#: PROPOSED FOUNDATION PLAN 8/3/2023 SHEET NUMBER: SCALE: 1/4" = 1'-0" A-5 I) O 18'-6" 28'-31/2" �. r�, W A B 10'-211 10'-71/2" 6-10" !; JAP,I 3 0 2024------------------ [--� 81%v STAIRS :w•' :' a a'tf :;jtti r( c 22'-01/2" DECK ADDITION -------------------- 4'-9" REPLACE DECKING/ RAILING ------- ------------ O (3)2X10 GIRDER -- (3)2X10 GIRDER - z 10X10 COLUMN 1--1 ' I w/6X6 POST(TYP) n W I o : = z EXISTING DECK Y CieI NEW ROOF uo ' W ' � I I r7 uLu 20'-10" g m N � LL M 10'-61/2" Lu w 0 00 101' y I ADDITION 00 5'-1 9'-10" 5'-2" � � O BUILD UP WALL x O A I CX135-3 TO ROOF RAFTERS P561611R P1336111 PROPOSED DECK (2)9-1/2 ML HDR-- (2)9-1/2 ML HDR oU n 0 z 00 MFlYJ DWNi I. �1 NEW DENAp X OIL- x XII 30X48 IIX 30X48 I'� �'I SKYLIGHT I'� O N N N N 1 SKYLIGHT I v p I I v N Q 3-1/2X7 PARR LAM — — ' IL --- JI ' �L - - JI COLUMN(2 Oe) r2)2X8 �2)2X8 i -----L-------I---- ----------------t-------I--------- (3)1-IX16 ML UPI 1111(2' UPSET BEAM(ALT.-(4)11.7/8 ML w/(3)1'STEEL) O ' ' 3-1/2X7 PARALLAM � COLUMN(2.0e) , 4'-0" 3'-0" ' o EXIST. X. KITCHEN _ 0, N v ALTERED EX. DINING ROOM rn ,� BATH o = PANTRY x ., u EX. BEDROOM No. 2 , ----cp cxa O R � WINE � Ln-A X v " ---- ' O v � 9+ u o 1 ,' a4 NhI v BAR c^ E 3-1/2X7 PARALLAM Ln V COLUMN rn 00 -------------------------------------------------------- O v or N O (i7 � z ---( ----------------------------------------------------------- BATH .� 4)1-3/4X16 ML UPSET BEAM(ALT.:(2)20'ML OR(2i 16'ML w/1/2•STEEL PLATE OR(3)I1-7/8'ML w/(2)1/2'STEEL PLATES) +� -------- ------ 3-1/2X7 PARALLAM COLUMN 0 Cn W I ~ U --------I EX. LIVING ROOM d EX. BEDROOM No. 1 ---_ --- � EX. BEDROOM No. 3 H 1 1 V EXIST. PORCH 1 , ., DRAWN: ? SCALE: ------------------ � ,�. �:.� JOB#: 024 ------------------ PROPOSED 1ST. FLOOR PLANS ?� SHEET NUMBER: -+a. ... ,,.�,,s SCALE: 1/4" = 1'-0" �•`,,..��. - l8'-6" 28'-31/2" J^,'' 3 0 202.1 I B A . .:. W " 10'-211 10'-71/2" 6'-10" ------------------ 8'wSTAIRS z" DECK ADDITION --------- ------22'-01/ - 4'-9" REPLACE DECKING/ RAILING �?o ------- -------------- ' 1 - (3)2X10 GIRDER -- - (3)2X10 GIRDER /(10 COLUMN 6X6 POST(TYP) ' 1 1 1 1 I W I 1 I 1 V ' EXISTING DECK q W NEW ROOF OO 0 I W I20'-10" 4ui M N I J D` , 000 Lu v M 10'-61/2" c W o I ADDITION w 00 i 5'-1 9'-1011 5'-2" BUILD UP WALL O I I TO ROOF RAFTERS N ` CX135-3 P561611R PS33611S PROPOSED DECK ' (2)9-1/2 ML HDR (2)9-1/2 ML HDR ----- � �-� x - 5 DW I ' �I NEW I� DEN ►.., O ' x l NEW I x x 1 30X48 I x - A kn 30X48 ('^ N'I SKYLIGHT SKYLIGHT N - I I p I 3-1/2X7 PARR LAM0 iL — — _ly — — _ COLUMN(2 Oe) , ('2)1=8 r r2}�8 ----- -------�---- ---------------- ------- ---------- �. - - - - - - - - - - - - - - - - - - - - - ----------- ------ - --------------------------------- (3)1-3/4X16 ML UP BEAM w/(2) UPSET BEAM(ALT.:(4)11-7/8 ML w/(3)1'STEEL) O ' 3-1/2X7 PARALLAM o VVV , 4'-0" 3'-0" � O 1 COLUMN(2.0e) 1 EXIST. X. KITCHEN i v E �� BATH ALTERED ® - EX. DINING ROOM PANTRY m � ° ' Ln' x EX. BEDROOM No. 2 -qopm O " ,Z R ; WINE 0 m ---- �j 1 40 1 41 tb + \ 3-1/2X7 PARALLAM (J v -----COLUMN---- � v.-1 W ----------------------------------------------- N v - - - - - - - - - - - - - - - - - - - - - - - - . .. w � -------------------------------------------------------------- ___________ (4)1-3/4X16 ML UPSET BEAM(ALT.:(2)20"ML OR(2)16'ML w/l/2'STEEL PLATE OR(3)11-7/8'ML w/(2)1/2'STEEL PLATES) BATH 3-1/2X7 PARALLAM COLUMN W I O EX. LIVING ROOM op EX. BEDROOM No. 1 ____ ___ EX. BEDROOM No. 3 Emil( 1 , I , ' V I , I I , 1 , EXIST. PORCH B I '> DRAWN: ". SCALE: ------------------ , ; JOB#: 1/29/2024 ------------------ PROPOSED 1ST. FLOOR PLAN � SHEET NUMBER: -------- SCALE: 1/4" = 1'-0° ,= eR` .�, ---------- A-6 ad SCTM: 1000-115-14-16 C DESCRIPTION: AREA LOT COVERAGE: H APPTIOVEED AS NO IT F-D PROPERTY: 17,332 SF 0.398 ac D A T E- 3ESTIMATED DISTURBANCE: 2000 SF PIP. FEE: �,`-DTIFY TMENT AT EXISTING HOUSE: 1521.7 SF 8.78% FOR THE '':S: 7 EXISTING PORCH: 40.0 SF 0.23% i FOUINDK!I FILEIQUiR FOR Poll r4 316.4 SF 1.83% :- EXISTING DECK: 2 R-O!JG!q EXISTING SHED: 147.6 SF 0.85% I INSULATION C) FINAL r,T , — MUST (2025.7 SF) (11.69%) BE COMPLETE- F'-); C,�3. ALL CONSTR!-1011:�t� SHALL ME-ET THE REQUIREMIENITS OF THE CODES OF NEW ;0 PORK f ORK STATE. NOT RESPONSiOLE FOR PROPOSED ADDITION: 63.6 SF 0.36% DESIGN OR CONSTRUCTION ERRORS, PROPOSED DECK: 382.2 SF 2.20% EXIST- - SHED COMPLY WITH ALL CODES O TOTAL: 2471.5 SF 14.25% F NEW YORK STATE & TOWIN CODES AS RE-OURF-D AND CONDITIONS OF— FETES&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: MAY 17,2018 0 T;MU,-,TE:Q STORM WATER MANAGEMEN T DETAILS 100%RUNOFF AT DR�FLL DR�ELL LT F��CE I —ION: 11 A—: 2."A CAPACITY:CAPACITY:'N"it HOUR "O"D" -—-—-—-—-—-— ...... NEW ROOF AREA:433 SO FT. 11 It'.R. 1)V&..T6., U TOP TrFR-STANDARn V SOIL EXISTING DECK STAII. 8'X2' TO BE REPLACED IDRYWELLI Mn TEVING T"E BESF 1-11111-1-1 11R _T z VNCPIT EXISTING 16- tl PROPOSED ASH0,) DECK b DECK A / µµor000wNNm �6 —NUM--A—­ -)CCUPANCY OR —N DRYWELLST08E 10'MIN. 4�� ...... PROPOSED jSE IS UNLAWFUL AIWAY FROM HOUSE n ADDITION EXIST NG OUTDOOR SHOWERTOBE WITHOUT CERTIFICATE' L.- REMOVED Lu F4 OF OCCUPANCY 4 It 0 EXISTING HOUSE C) z// �" l A P� U X 0 a I 2 5 1,EXIST.1 u PORCH CV 0 5'00 9 RETAIN STORM WATER RUNOFF Ctf PURSUANT TO CHAPTER 236 X OF THE TOWN CODE. U cl� PLUMBER CER TIFICA TION 00 ON LEAD CONTENT BEFORE C4 E6 rv. CER TIFICA TE OF OCCUPA NC SOLDER USED IN WATER ',-PLQML31NG SUPPLY SYSTEM ALL PL 'M' I G- WAStE'.' CANNOT cn 420.0, DRIVEWAY W)��-U MINES EXCEED 2110 OF 1% LEAD. T u G BET019E COVERINS I u WATER METER 0 CCNsTRUCT[ON ENTRANCE En CATCH 17D BASIN CXrC14 W N BASIN F-4 1:4 00 All exterior lighting Iml �� �v installed, replaced or repaired shall conform H OL E u �4 to Chapter 172 1:4 of the Town Code PROPOSED SITE PLAN Ez I SCALE: V 20'-D" US r. DRAWN: SCALE: JOB#: 3/15/2023 SHEET NUMBER: Sr1 � H — - — - — - — - — - — - — - — - — - — - — - — - - - w O — F--I N - W �d LL=J Li 0 M � 0 z 77 L'7 w Q � H ^ N PROPOSED SOUTH ELEVATION h+� SCALE: 1/4" = 11-O" 0 v m o � v � u F; ,--i S p v r' x o 10 w � A - - - - - - - - - - - - - - - - - - - - - E O 5 t � Lr) U Un N ) aj a o .......... W M 1~ N � N x +�A C EXISTING �� , �-� � DRAWN: SOUTH ELEVATION SCALE: 1/4 = 1 -0 {c�'{ , .y � �^ SCALE: 11 1 11 x,'.,pa;2':; �� JOB#: • a' 3/15/2023 � 7, 11 SHEET NUMBER: 0 H - — - — - — - — - — - — - — - — - - -- - w — H 1--I mIPF-I F� ® ® _ -- W - - W w U A PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" 0 ell o R m° m m o 00 u �ca v 00 � w3 a F-I Li W L u 0 Tm Nave N N x DRAWN: SCALE: EXISTING EAST ELEVATIO °xA' � '°B N #: 3/1 SCALE: 1/4" = 1'-0" � , f NUM f "r SHEET NUMBER: .0 ��.. A _2 F---i - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - ^H H Q N — W O Q o z W a � o � ^ N PROPOSED NORTH ELEVATION h+i SCALE: 1/4" = 1'-0" 0 x m cow m o � z X o - - - - - - - - - - - - - - - O 't w � � � ob o � m U CV a� � W W m N FwN LV EXISTING NORTH ELEVATI O N ; °� r ti D � �� DRAWN: yp Q SCALE: 1/4" = 1'-0" '�� �'����� � � � SCALE: JOB#: 3/15/2023 ° .f+ SHEET NUMBER: 0 4e A- 3 w �y "q 0 Q Q ---------------------------------- . 1 ' O 1 ' 1 , W ' W ' 1 a 1 , 0 Z 1 , W 1 EXISTING DECK 1 U ' Q H , 1 o o -----------A 1 i 1 I 1 1 1 -------------- I O oo ® ® 0 r N N B� EX.KITCHEN EX,DINING ROOM (mn d " EX.BEDROOM No.2 Cti1 n EX.BEDROOM No.3 O p) � d� cO7 O -C -siii=_EEsaee: Eei€a==_=::leieleea=E=:iFaae==_ iii?i[III iiiiiiiii== r�fi, � � � O a+ boo 1 D � V m 1 EX,LIVING ROOM � U �f j X.B EEDROOM No-1 \ N aj4 ✓SERVICE O a 1 1 Y�i , 1 31 1 1 1 1 r^ XIST.PO H ----------' ^�I FBI U EXISTING FOUNDATION PLAN ° SCALE: 1/8 - 1 -0 N EXISTING 1ST. FLOOR PLAN SCALE: 1/8" = 1'-01' x t DRAWN: SCALE: It 4 a° � � JOB#: � ! � 3/15/2023 'r SHEET NUMBER: P• A-4 . O F---•I B A 22'-11/2" W 18'-611 T-71/2' Q' 8'-9" 81-911 11 11 7'-21/2" '- 10 73/4 1'-011 t — — — — — — — — — r — — — — _ I I I I I I r I / — — 1 — — — — �2(]ia LMC.PIER— J , — ------------------- -- —— (2)2X10 ACQ GIRDER ; ; (2)2X10 ACQ GIRDER ' �-'r`�2X1� ' w/2'X2'Xl'FTG ' 1 H ————— :_AC.Q_GII2DER_L ' ' Y BELOW GRADE E--I Ov 12"dia CONC.PIER - - -- 3'BELOW GRADE _ I 0 I 1 n a 1 I x 12"dia CONC.PIER 1 w/2'x2'Xt'FTC, ,EXISTING DECK I T BELOW GRADE I GC TO REVIEW EXPOSE FOOTINGS I -----' '--- 2"d CONC PIE ' 2 2X10 AC GIRDER ' ' � � T�1 is R ,AND STRUCTURE FOR ARCHITECT _ ,( ) Q , ,(2)2X10 ACQ GIRDER , t2)2X10 ACQ GIRDER , ®� ; w/2'X2'Xl FTG TO REVIEW _ _____�_ -------_------� - ' 3'BE ---------------- -------- -------- ------- � I I I I -------� --------------- `-- - 1 LOW GRADE / IrT1,1 00 !-- -- 6-1011 -- --' 6'-91/211 -- -- 6'-1 011 ' 811 10'-61/211 ►� O 1 ---------1,( I L-- 0 O I zo Q ,7-I . . Ir #5 REBAR @ W W — — — — 4 — — I 0 - c v 12"OC GYP) W I�- �./ W u —I OD PROPOSED Q I I REMOVE EXISTING 1 N ip i LL CRAWL SPACE O H II O.D.SHOWER 1 iv W O I I 1 H ; 36X24 ACCESS SOLID BLOCKING O UNDER POST #5 REBAR ABOVE(TYP) LEDGER BOARD TO BE FASTENDED @ TO BUILDING WITH TIMBERLOK® CKING 12"OC(TYP) SELF-COUNTERSINKING SCREWS UNDER POST BY OLYMPIC MANUFACTURING ABOVE(TYP) (2 SCREWS @ 32"O.C.) GC TO VERIFY SEPTIC LINE AND EXISTING SEPTIC MEETS N v SCHDS SEPERATION PRIOR TO CONSTRUCTION ? t� C. O rZIv° o v i o EXISTING CRAWL SPACE x P. CZ cz w@ Qj � } v z co 17'-93/4" (V I F) g -� O 4 STEEL COLUMN UNDER - POST ABOVE WITH 2'X2'XI'CONC.FTG. V cn �---- I-----; ' --; -'--- SOLID BLOCKING 00 --------------'--y-- -- - ' y--'--- ' =-- ' ------------------------------------------I---_i_.--I---_----------------------------=-'_-_---------I----_- I ---- -- -_---'----------_--------------------_-------------- O UNDER POST a) — _--- --- --_-- --- - ---- CA -- (TYP) VE W1m EXISTING BASEMENT O O n SERVICE t I Q+ I EXISTING I PORCH c•'"wa41" • C , /J/b. ;• .; (mil �.,�c r` ?i J �' "r„ f L7• yjy -A4 - — — — — — — — — — — .eta` I:,. lr' DRAWN: r. I � SCALE: JOB#: 3/15/2023 PROPOSED FOUNDATION PLAN ' ✓ (� .i SCALE: 1/4 1" _ -0" '4 33 '� SHEET NUMBER: ,r f. A-5 H 18'-6" 28'-31/211 B A W 10'-211 10'-71/2" 6'-10" --------------------- _-----_-- 8'wSTAiRS 22'-01/2" DECK ADDITION -------- 4'-9" REPLACE DECKING / RAILING p? �olUD ------- ------------ O (3)2X1O GIRDER -- - (3)2X10 GIRDER - _— - -- z H I 1OX10 COLUMN w/6X6 POST(TYP) V EXISTING DECK a o Z I w NEW RDOF o ; ; ; oo U o I I I w x 20'-10" Lu m X CL N I S M 10'-61/2" 00 o ' v ADDITION o w 1 co 5'-10" 9'-10" 5'-211 BUILD UP WALL cO X O q CX135-3 TO ROOF RAFTERS N � PS61611R PS336115 W PROPOSED DECK (2)9-1/2 ML HDR (2)9-1/2 ML HDR u III-----, F-LI x z co r , ax ' O O 'I DW q E- �I NEW I� n O x l NEW I X x 1 30X48 I `'" \' llo1 30X48 I'� ry'I SKYLIGHT 1"� V O p � vIl SKYLIGHT II`~. O yIl II`✓ ��/ � ^ N 3 1/2X7 PARA LAM - - - - COLUMN (2 Oe) r.(2)2X8 f- Z2)2X8 _:L_= __- --___�__:-____________-_- ____J___- -- (3)13/4X16 ML UPS BEAM w/(2) 2" UPSET BEAM(ALT.:(4)11-7/B ML w/(3)1"STEEL) O ' 53-1/2X7 PARALLAM C� 4'-0" 3'-0" COLUMN (2.0e) o EXIST. X. KITCHEN N v E BATH , ALTERED ® - EX. DINING ROOM � m o u o 6 n + EX. BEDROOM No. 2 , ----qo �° (D-, T o , ^ r�, y-q R WINE a w24 EX. BEDROOM No. 3 " o � 3-1/2X7 PARALLAM 5 v COLUMN U "o .- cn -------------------------------------------------------------- G��f`Z� N _-_-__ _-_-___ - . -_-__-_-__-_-_ _-_-____-_- -_-_ _ -_-__ - - -_-__-_ �� w --------------- (4)1-3/016 ML UPSET BEAM(ALT.:(2)20"ML OP.(2)It"ML w/1/2"STEEL PLATE OR(3)11-7/8"ML w/(2)1/2"STEEL PLATES) --------------- 3-1/2X7 PARALLAM COLUMN0 lJl I V ---"--- EX. LIVING ROOM I T J (n EX. BEDROOM No. 1 --- --- N ' V I I x L EXIST. PORCH c a• / 7 , DRAWN: o ' ' ( SCALE: --------------- JOB#: PROPOSED 1ST. FLOOR PLAN .�w :T �' ® .� 3/1 NUM /2023 ------------------ ay ;�,�� � d ,� SHEET NUMBER: SCALE: 1/4 — 1' 011 A-6 W �y "U N^�-I I--I V Q O 12 x I I I �T� BUILD WALL UP TO IRRs i W r —I — — — — —� �z�zx6 r — — - - - - - — - A Szzxs_ f 00 I NI 1023,N x N NN n I I 1F,�i11 yl ly I w v I I I I W / / / / / I " (2)2x8 ~' (2)2x8' I I Q I I 2xlz LAYOVER PLATE I jI I o I N v V I O r-4 o V v I i � +' \ Lo U a� r rn ;o cu P4Qu I I � I i W I � i L. N I Q,' 5^ PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" © -,►43 DRAWIN: '. �• �. SCALE: Ilk JOB#: � 3/15/2023°+ SHEET NUMBER: A- 7 E-� 4 r ..� r ri FASTENER TYPE: SPACING: —1 Ll No,8 WOOD-SCREW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH O • No,10 WOOD-SCREWS 21. LENGTH BASED ANCHOR 16'OC Nn EMBEDMENT 1/41n,dW.LAGSOtEW O BASED ANCHOR WITH 16,OC tin.EMBEDMENT LENGTH Faaaq ® ® 3/4'APA PLYWOOD O O 1/2'APA RATED SHEATHING SHEATHING GRADE PLYWOOD • • • (ALTERNATIVIVE:711V O.B.B.)-1 L ® ® 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIAVE 7/16'O.S.B.) FPSTENERTYPE: SPACING: 2X4 OF No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC ® ® O WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ° M BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH 54DECKING THAN 4 FEET 1141,dla.uGSCREW BASED ANCHGR WITH 16'OC 1.® ® 2X8 ACQ D1 16'OC 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING ° (2)2X8 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: AC V 1 2GETH RWITH STAINLESS CONNECTED • GIRDER J O AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW BASED ANCHOR WITH 8"OC 0 0 THAN 6FEET oRGP1NIN)NUTS02SwO.C.WASHERS aD aD 12°dla.CONC. AND NUTS�2'-0"O.C. 21n.EMBEDMENT LENGTH 11 No.10 WOOD-SCREWS BASED ANCHOR WITH 9"OC a 4 1 TYPICAL MULTIPLE OPENINGS ➢n.EMBEDMENT LENGTH PIER _ O A PANEL SPAN GREATER THAN 6 FEET ' a • M AND EQUAL OR SMALLER 1/41n dla.LAGSCREW ^' _s .•P, .•d, W BA6F0 ANCHOR WRH I,OC a• i e•p! e•p!'� a r� THAN 8 FEET 2h.EMBEDMENT LENGTH' d� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 2' C.F — - a/ - AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING '.L CONC. TG. 'W� a r4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER A SECTION 1609.1.4,1AVE DESIGN-PRESSURE AND TABLE RE UPGRADES OF N.Y.S.RESIDENTIAL CROSS SECTION A O E_ CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. E'-' ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. e; (� C:)HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 0 J SCALE: 1/4" = V-0" ^^ N Generated by REScheck-Web Software Compliance Certificate 1.3 11/4 Project PRAGER d v SINK Energy[ode' 201a IECC CO CV r,H FDW. Location: Ct'� 1. Southold,New York 'AL Construction Type: Single-family O1, y Project Type: Addition >( �\^^�.•„+ V 2 CH-ate Zane: 4 (5572 HDD) O M C.D. Permit Date: C-4 .�mi V Permit Number. t--1 EXIST/NC SLOPE"1/4"PER FOOT Construction Site: Owner/Agent: Designer/Contractor. C) (O PITCH TO DRAIN 4 2005 DEEP HOLE DRIVE ` v — TO APROVED MATTIUTCK,NY w EXISTING TRAP C.I. SEPTIC SYSTEM --—__ C) V 00 ++ \ C5 T--4 Compliance:4.8%Batter Than Code Maximum UA 7:1 Your UA:20 Maximum SHGC: D.40 Your SHGC:0.34 �'"1 Tie K NM a,Worse Titan Caee Intlea,elkN Vow close to remglance the Vouse Is basee on cape tneeea rvkn .ti PLUMBING SCHEMATIC rcooesrvoTp,o. nesumn.aenepyueuooscr<IznvememhlmlJA rpefe A (� dSVPn`�.r,adetr,,.!.•nr(5 nfe nit Ann/-`,•�[m'if'mF fthe ml0lTWn Pow y, 1 in lhr IIA or�+•rform:n,r rnmi!�in�r oath in RC'.rhnck Eacn s'I an-g,.i•!�, e sTe.�' � - us )y code ins���laHion R�+!���+���depth rr�rl�i�•ements +` SCALE: NOT TO SCALE ucn Envelope Assemblies a� v �y N G C) W ceiling:Flat Ceiling or Scissor Truss 125 300 0.0 0,035 0.026 4 3 12 Wall;Wood Frame.16"a.c. 132 20.0 0.0 0,059 0.060 6 6 (4)16"ML BEAM (3)16"ML W/(2) 1/2" © 2 Window:Wood Frame SHGC:0 34 27 0270 0.320 7 9 2X (UPSET) STEEL BEAM(UPSET) SKYLIGHT 8 RR 16.'OC Floor:All-Woodjoist/rmss 63 21.0 0.0 0,044 0.047 3 3 Compliance Statement:The proposed building design described here Is consistent with the building plans,spechications,and other W CHASE _ — _ _ calculations submitted Wdh the permit application.The proposed building has been designed to meet the 2018 IECC requirements in EXISTING EXISTING 2X8 CJ 16"OC REScheck Version:REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. — _ I Name-Title ignature at))¢ U (3)2X10 GIRDER 0 (BOX IN) IOX10 FIG COLUMN U 1 I +1 6X6 ACQ 1 1 POST ' ' M 00 Project Title:PRAGER Report date: 03/06/23 �1 Data filename: Page 1 of 1 h+� I REPLACE EXISTING DECKING ' U AND RAILING AS SELECTED (n BY OWNER EXISTING XISTIN 2X8 @16"13C EXISTING at at 2X6 ACQ SILL PLT. EXISTING DECK STRUCTURE TO BE EXPOSED 4, '•� TERMITE SHIELD • BY GC FOR ARCHITECT TO REVIEW a 10 d AND SILL SEAL(TYP) 10 8"PC WALL .412"dia.CONC.PIER .� EXISTING ,-a DAMPPROOF at, 0 STEEL COLUMN -4 1 ►; 2"CONC.SLAB M ON 2'X2'X1'FTG ►; d 4 / EXISTING a; 24X24Xi2 FTG �e•a;. c* 4 16"X8"FTG ;t a 2 #5 R BAR r �4 all DRAWN: SCALE: e;• EXISTING a' r' R¢�t a' JOB#: .. �` 3/15/2023 • 1e p d.a SHEET NUMBER: +� a1` e CROSS SECTION B 1 9 SCALE: 1/4" = 1'-0" A- 8 WIN �D LOAD PATH CONNECTION TION AND CONSTRUCTION DETAIL DRAWINGS H 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. W KING STUDS \ ENDWALL RAFTER e CRIPPLE STUD WALL STUD RIDGE BOTTOM PLATE HEADER LEDGER BATHTUB SIDEWALL DOUBLE JOIST O JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION �- 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS H CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Q =OPENINGS NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLCATION r TER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDE TO EACH RAFTE x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. [THE FLOORS TO EACH OTHER W/ THREADED ROD. 3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED 2 CATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL rT, RIM BOARD CHIMNEY w AS REQUIRED RAFTER T^ SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN V1 SIDEWALL FLASHING ` VENTILATION WOOD JOIST 0 FOUNDATION - i -'• -'" ' TOP PLATE BLOCKING O A FINISH WALL AND MOISTURE LEDGER BLOCKING u STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING ;W 2x4 SOFFIT JOIST I a W AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ^ M BETWEEN WALL FINISH AND ATTIC SHALL BE PROVIDED WITH A FASCIA W FLOOR JOIST DEPTH USP NUMBER MINIMUM NET FREE VENTILATING AREA DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT W EXT SOFFIT RESISTANT METAL MESH WITH MESH ONTIN. / . PLYWOOD T I..L W U OPENINGS OF '/4 INCH IN DIMENSION. ON ALL OPENINGS PROVIDE HEMMED EDGE AT O v INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL Q 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE `--�GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER INSTALL 4'0" O.C. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1 8" x 20 a. TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS (V ON ALL OPENINGS KEEP ROOFING NAILS OUT / g EACH RAFTER SOFFITED EAVE DETAIL 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES RAFTER RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT C:) e-q WOOD JOIST N v I m o O� W TOP PLATE +uS GIRDER/HEADER OX to H SIDE WALL FLASHING M , 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST p r_er-q V AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE X E HEMMED EDGES SO w 0 m AS TO FORM DRAINAGE CHANNELS AND RAFTERS 61 INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED p �O ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Lvi RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER i0 PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. � � � �+ 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN EVIL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS C PLATES TO EACH STUD Ln U a1 DBL. SILL PLATE CA4J TERMITE SHIELD SILL GASKET ' i --SUBFLOOR O WOOD JOISTS �+ TYR. CONC. FOUNDATION A CONC. SLAB ' NEOPRENE 6 MIL. POLY GASKET 6MIL POOLYLY OOF ON EXTERIOR GRANULAR FILL DAM EXTERIOR V3 "'�•� ' 2x6 /2x8 CONTINUOUS WOOD PLATE �. • BOLTED TO STEEL BEAM NTH . , , , � � ' V ^ \ i� STEEL COLUMN ' p a �� I 1/2 " DIA. BOLTS ® 48" o.c. STAG. C , • , d ( • d u• •p \ ( , W o ` CONC. SLAB ' `p r.• ° i ROOF JACK � ,�.� STEEL BEAM ° /� " rr p, C p ANCHOR BOLT EMBEDMENT: ��, I 4" x 1/4" x 8" STEEL V COMPACT FILL POURED CONCRETE: 7" BLOCK WALL: 15" p ° ROOFING LAPS u KEYWAY FOOTING o • FLASHING AT 0 V ' • .. n . TOP AND BOTTOM PLATE C WITH i/2" x 6" ANCHOR BOLT r'p �• � CONC. FTG. USE WITH 3x3 SQUARE WASHERS '�� 1/2" GROUT � • , p C C ANCHOR BOLT CONNECTION SIDES AND TOP � Q w (USP LBP558 OR BP583) p REINFORCING BAR ,�. _ DRAIN TILE • p . ANCHOR BOLT CONNECTION FOUNDATION /8" DIA. ANCHOR BOLT 3" STEEL COLUMN I I I SUPPORTING MAXIMUM SPACING FLASHING LAPS 1 I ( 10 KIPS ) E=ws SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC NEEDED TYPICAL FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE N NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL CONC. SLAB I —'SUB FLOOR �UV/ 6X6 10/10 WWM I DOOR FRAME W COMPACT FILL � GARAGE ��� G DOOR JOIST ' I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB P.T. PLATE W/ 6X6 WMM \I SLOPE 4-DRIVEWAY —�,. NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S�E 1 0 <t � e 7 1 2. (WITH A NAILING PLATE IF NEEDED) ' •,.gip„' < • AT END AND ' t 3' • . . ' �• • TO BE APROX. 1/2" OR HIGHER THAN ,ti j __i L, p ES OF WOOD • • STEEL BEAM TO ALLOW FOR SHRINKAGE RADE p d�,p "a44 --v -�+ • d • d • d ��',O• = BEAMS o` eO l C eO �, (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" = 6X6 W.W.M. - - - - �� - - ` ♦ • C . • •. _nl o• e0 •p MIN. o D ° O Q 4 A . - p p a•e e n �'p �'p /�'� ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM Q REINFORCING BAR t NOTCH EQUALS 1/4 DEPTH OF BEAM ' O o' • '" o •r► "' •O • REINFORCING BAR e C C s•s ° II=11 ,wt► (! ,•,per DRAIN TILE t . 1 • C• O•e �y �<'a� DRAWN: 12" e :• SHEET METAL / 30/� FELT UNDER BEAM AT POINT L• // SCALE: �• OF CONTACT WTH CONCRETE OR CONC. BLOCK 0_ Q1 `rr $ ^ L�`y ;•A 3" TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 1' w w SHIMS TO LEVEL BEAM ` j� A ;"e1 Y JO$$�; REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ��;{p7 r � y{ 3" MINIMUM BEARING SURFACE FOR WOOD BEAM 3/15/2023 GARAGE DOOR BLOCKOUT P SHEET NUMBER: BEAM POCKET yf t P{ >> CODE: 2020 IRC, 2020 NYS UNIFORM O CLIMATIC&GEOGRAPHIC DESIGN CRITERIA IFIRE PREVENTION AND BUILDING CODE LHL� GROUN WIND SEISMIC FROST WINTERICE SHIELD FLOOD C� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNR E REQUIRED N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 5. USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TO HEAVY MODERATE 4"MAX. SOT 1).CONTRACTOR TO PROVIDE SOIL T COMPACTION: KING STUDS O VERIFY COMPACTNCONDITIONS. MINIMUM 3000# CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM 0 698 n}� RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS(TYPICAL).CONTRACTOR TO HAVE:1 FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER T^ RIDGE HEADER DECK AND COVERED PORCH NOTES: Z 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. O All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts E...( m Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footin s Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade. g STAIR RAILING ILOCATIONJUSP NUMBER1 DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE cT"rA 5).Flashing shall be Installed between the building and ledger.Lapping up the sheathing 1-1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers MINIMUM and nuts at 16"o.c. 6).Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. W 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal TOP PLATE POST for any contact with ACQ. TOP PLATE BALUSTERS O 04 WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: Fa- OPEN BALUSTER ATTACHED TO WALL WALL STUD W o All required handrails shall be of one of the following types � o 'z or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an LOCATION USP NUMBER DESCRIPTION APPLICATION es an no ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH outside diameter of at least 1.1/4 inchd t greater ^ (S� OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PIATE RT15 TYDOWN ANCHOR CONNECT EACH than 2 inches.If the handrail is not circular it shall have a SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater Q H CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER than 6-1/4 inches with a maximum cross section of PLATE/WALL SPTH4 STUD PLATE ANCHOR USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches.CONNECT TO PLATES TO EACH STUD �PROVIDE AN EQUIVALENT GRIPPING SURFACE 8^•12"RAFTER RT20 21.1/8"x 20ga.TYDOWN ANCHOR C EACH RAFTER 2).Type 11.Handrails with a perimeter greater than 6-1/4 ty Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a 4"MAX. distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 Inches to a 0 Z o maximum of 2-3/4 inches.Edges shall have a minimum JOIST POST/COLUMN ° e radius of 0.01 Inches. CD POST/COLUMN M NAILING SCHEDULE t�J N �+ O t+i cu v GIRDER/HEADER 011 ROOF SHEATHING- X 5 v NAIL NAIL O M N + JOINT DESCRIPTION NOTES POST-TO-GIRDER/HEADER CONNECTION QTy. SPACING O� �O C X O LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL AS PER TABLE 3.8 8d WFCM-SBC O r-4 I ft SPLICED)015T5 OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN z g 'Ln DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUM ROOF FRAMING: 71 CVJ LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER7H AD R ONCE TION t� tL 00 HOLLOW COLUMN SIMPSON STRRI/2 H.C.JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOTS ANCHOR APPLY TO EACH COLUMNNAIL NAIL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NOTES F/Oy r QTY. SPACING RAFTER TO B'WALL:3-8d COMMON EACH , „� rz TOP PLATE 10'WALL:4.8d COMMO RAFTER TOE-NAIL «3 V en rn CEILING JOIST 8'WALL:3-8d COMMON EACH TO TOP PLATE 10'WALL:4.8d COMMOP I JOIST TOE-NAIL Io U o STU CEILING JOIST TO AS PER TABLE 3.7 EACH FACE a BEARING PLATE PARALLEL RAFTER WFCM-SBC LAP NAIL N O GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE Gil !i OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE �- 0 TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST BLOCKING 2-8d COMMON EACH TOE TO RAFTER END NAIL LEDGER 11 •.�' RIM BOARD EACH END o GIRDER/HEADER I I CONCRETE PIER TO RAFTER 2 16d COMMON END NAIL W WOOD JOIST WOOD JOIST •',' ` WALL FRAMING: I�•I •• •• JOINT DESCRIPTION NAIL NAIL NOTES V QTY. SPACING 0 FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO PER (f� 2-16d COMMO FACE NAIL CEILING JOIST TO BLDG,CONNECTION I (MINIMUM) TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I TOP PLATES AT JOINTS FACE C° II OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4•16d COMMO EA.SIDE NAIL IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD II (2)BEAMS PAU44 OR WE44 I POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED II STUD 2-16d COMMO O.C. NAIL FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE N HEADER TO 16"O.C. FACE Ibd COMMON �,�,�( E•�1 FLASHING TUCKED UNDER 1 HEADER ALONG EDGES NAIL TOP PIECE OF SIDING AND 11 TOP OR BOTTOM 2-16d COMMOt PER 2x4 STUD END PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL �j LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: YrrrSrl PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST,BAND JOIST, 2-16d COMMOt PER FOOT FACE NAIL P4 1/2"DIA. END JOIST OR BLOCKING LAG BOLTS W/WASHERS CNW COUPLER NUT \ V CONNECTED TO BLDG.@16"OC $TRINGE ®Le' MINIMUM POST DECK FRAMING: " (BOLT$ END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES PB"POSE a QTY. SPACING F� FLOOR FRAMING _ u�cHOR n PIER e^TREAD •ti• - MINIM M 4-8d COMMO p JOIST TO: PER TOE e s SILL,TOP PLATE OR GIRDER JOIST NAIL 2x JOISTS ° ' o 'e e ENa ANCE • BRIDGING EACH TOE 12"xl2"xl2" TO JOIST END NAIL ZS{ISE'- ;,¢ CONC.R SLAB -,v` •• o" 2-8d COMMO (AS REQ.) •t bq •7,P ',q:•" • CONCRETE FOOTING . +i e• . +s w.. BLOCKING EACH TOE BLOCKING FOR JOIST HANGER 2-8d COMMO LAG BOLTS B'a• CK PIER TO JOIST END NAIL • 3'-0 u `PIE0. ,'� PER PLAN ` • BLOCKING TO: EACH TOE HOLLOW COLUMN UPLIFT 3-16d COMMO RIM JOIST/BD. > -�9• o q; SILL OR TOP PLATE BLOCK NAIL 4° °'•+ '.� SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG,CONNECTION TO BEAM s"�J"• •r LOCATION USP NUMBER DESCRIPTION APPLICATION ,vs JOIST ON LEDGER DECK/PORCH LEDGER CONNECTION 14X4POST IPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTIN TO BEAM �'+� 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTIN BAND JOIST �� e v�. DRAWN: TO JOIST .` � �^ ,lti SCALE: BAND JOIST TO: SILL OR TOP PLATE ts, sl •' JOB#: 3/15/2023 SHEET NUMBER: :• A - 10 H WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES ) 1 .RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE L, When a collar tie is used in leu of a ridge strap,the number of lOd 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 COP/1MON EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMONRAFTER 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: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA UNIFORM 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 TO TOP PLATE 10'WALL 4-8d COMMON JOIST TOE-NAIL ( ) 20201RC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE : 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 FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES C? 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)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 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 LA80 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) Z 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80 O 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 ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS ) CEILINGS PLASTER,STUCCO H These codes are to be considered as part 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 (8"THICK so ( ) U36o 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 EACH TOE FIRE ESCAPES 40 CEILINGS L/240 CONCRETE WALLS(6"THICK) 85 ( I•� SIP WALLS 10 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS U240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016s EXTERIOR WALLS(PLASTER,STUCCO) H/360 DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 ( ) 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 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 WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 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 CATEGORY (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 COMMO 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 COMMO 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 rl or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 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 HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS) CARBON MONIXIDE ALARMS TO COMPLY WITH R315 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 ALONG EDGES NAIL G-i in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO 6).TYPE Il EXTERIOR SHEARWALL CONNECTIONS: PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION O ppQ�� 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 � W W FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Z 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished Floors above typical grade. 7.INTERIOR SHEARWALL CONNECTIONS: FLOOD g () YP g ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT W U LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH NAIL NAIL Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) 2).All footings to rest on undisturbed(virgin)soil. W interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. NOTES 20 PSF 130 B SEVERE 3 FT. 17 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL O H 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: N 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 COVIMO END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5, AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2-8d COMMON �� 5).Unless otherwise noted,all slabs on grade to be 3000 mesh r Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6 O. . 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative dens' with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. (BOTH FIELDS) P 3-16d COMMON @ @ 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 I NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces provided with minimum 18"x are access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON .JOIST NAIL Sx16 cast iron foundation ion vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES C:)DECK AND COVERED PORCH NOTES: 3-8dCO.MMO 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. cV v 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 r'' d O the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONM m a� u S P P g g g TO JOIST JOIST NAIL rn +� 1). For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, .. X BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O M 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMONEp cn p Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �+ into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. I X O For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Ud 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL u" v 44 Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For v Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g O00 below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. P4 �q 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC r~ O ;U WALL SHEATHING REQUIREMENTS FOR WIND LOADS: , 4 4 M Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. it U m +~ CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES a; 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Ln U 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL c0 otherwise. JOINT DESCRIPTION �o Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) �4'EDGE ZONE Ed COMMON @ 6"O.C. 8d COMMON @ 12"O.C. v v where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD N O 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C, 8d COMMON @ 12"O.C. SEE NOTE:3 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 1) typical ed th Covered Roofs shall be assembled and ancho red ore sae manner as a ical building. STRUCTURAL AS P-R TABLE 3.9 W ) YP g Sd COMMON 1).for wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams headers to be installed with heavy duty galvinized hangers and 8 PANELS WFCM-SBC anchors where applicable to all connecting joists. be used. 7/16"OSB 6d COMMO 3"O.C.EDGE PLUMBING NOTES dt 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 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 V Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD tM 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. N where a licable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. r` pP STRUCTURAL PANELS gd COMMO 6 N O.C.EDGE EGRESS OPENINGS MI .5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES ,"OR LESS 12""O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at TO o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Flrebiocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. r , 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 Fireblocking shall be provided in wood-frame construction in the following locations. V 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).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor x equipment Supplier, levels.Concealed horizontal furred spaces shall also be flreblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1}.Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as firebiocking in walls constructed 1:•CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: QI 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wal sheathing using parallel rows of studs or staggered studs. Contractor and owner for final review and approval, is nailed 3"on-center at the panel edge to cbtain 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, 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 shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. A ELECTRICAL NOTES: over subfloor as per manufacture's instructions, members shall be doubled,or alternate connectors, " 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces P such as shear plates,shall be used to maintah load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o 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. 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 ducts at ceiling and floor level,to resist the free passage of 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 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as req, 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING suBFLooR 1s 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).Instal)Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ,S , torch down type material over. and R315 of IRC. ,N "" -;/ y"<; ]DRAWN: �A SCALE: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to A EXTERIOR FIBERGLASS COLUMNS TO BE HB&G JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP tttC AND BASES.USE WITH FLASHING CAPS TO 3/15/2023 r }�*a s �COVER TOP f� SHEET NUMBER: , tad �tt o� �� A- 1 I 0