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HomeMy WebLinkAbout49285-Z %OFF/ p Town of Southold 9/13/2023 P.O.Box 1179 W 53095 Main Rd Gy1jo� �ao� �' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44540 Date: 9/13/2023 THIS CERTIFIES that the building ACCESSORY Location of Property: 620 Meday Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-10-15.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/17/2023 pursuant to which Building Permit No. 49285 dated 5/22/2023 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: relocate an existing accessory building as applied for. The certificate is issued to Ward,Michael&Ward,Jenny Nieve of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49285 9/5/2023 PLUMBERS CERTIFICATION DATED A ori ed i nature TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy 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#: 49285 Date: 5/22/2023 Permission is hereby granted to: Ward, Michael 620 Meday Ave Mattituck, NY 11952 To: relocate an existing accessory building as applied for. At premises located at: 620 Meday Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-10-15.8 Pursuant to application dated 4/17/2023 and approved by the Building Inspector. To expire on 11/20/2024. Fees: FOUNDATIONS UNDER EXISTING BUILDINGS $200.00 CO-ACCESSORY BUILDING $50.00 Total: $250.00 Bu ing Inspector ho�NpF SO(/lyo<o # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ iT 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: F�OA nA AV-ms Aly-d- lz-&ha,rt 0"5 Q,f2 OIC DATE INSPECTOR 0� SOF SOplh, _Y } TOWN OF SOUTHOLD BUILDING DEPT. `ycourme�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING [ ] FRAMING /STRAPPING [k. FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: oeh C,,- f7A ) c t L P✓1 1 DATE INSPECTOR oe socp oC 0 Y"`e Out # TOWN OF SOUTHOLD BUILDING DEPT. °�coutmN 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: nal DATE l' 3 INSPECTOR LA IMAGE RESPONSIVE DESIGN ARCHITECTS MAY 2 5 2023 5' .1 rA-gyR.y4. • LONG ISLAND, NEW YORK .. . May 23, 2023 To: Department Of Buildings Town Of Southold 54375 Route 25 Southold, NY 11971 Re: BP#49285 To Whom It May Concern: Please accept the following four (4) sets of revised Plans for your use. Based upon recent proposed masonry estimates, the homeowner has decided to forgo the proposed monolithic slab construction and provide concrete stemwalls with spread footings. The approved plans have been revised accordingly. If you have any further questions, please feel free to contact us. Thank you, Linda A. Beutelschies, RA LAB/Ib COMMERCIAL RESIDENTIAL ARCHITECTURE PLANNING 9 Bernstein Boulevard Center Moriches NY 11934 FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) 0 b . rb ROUGH FRAMING& PLUMBING -o O' r^ v1 V r � INSULATION PER N.Y-. STATE ENERGY CODE fom VV FINAL ADDITIONAL COMMENTS - e n a a es • • 23 �a.�cQ. 11 tc�-r v e. c d 2 z 1 C17 r� y x d b H o��gtlFFOIK poG TOWN OF SOUTHOLD—BUILDING DEPARTMENT 9� 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 Date Received APPLICATION FOR BUILDING PERMIT L IL, I� i► 1UI I� �or Office Use Only 1 �, PERMIT NO. Building Inspector: APR 1N23 tiUIWINUDEPT Applications and forms must be filled out in their entirety. Incomplete TOWNoFSOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: April 17, 2023 LD OWNER(S)OF PROPERTY: Name: Michael P. Ward scTM# s000- 113-10-15.8 Project Address: 620, Meday Avenue, Mattituck, NY 11952 Phone#: 631-463-9978 Email. micha-elpWard@gmail.com Mailing Address: 620 Meday Avenue, Mattituck, NY 11952 CONTACT-PERSON: Name: Michael P. Ward Mailing Address: 620 Meday_Avenue, Mattituck, NY 11952 Phone#: 631-463-9978 Email. ..m..i.chaelpward@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Linda A._Beutelschies, RA Mailing Address: 9 Bernstein Boulevard, Center Moriches,- NY 11934 Phone#: 631 .874.2142 Email: irdarch @optimum.net CONTRACTOR INFORMATION: Name_ Homeowner (see above) Mailing Address: Phone#: Fail- DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure El Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [i]Other Relocation Of Existing Acc.Structure to Rear Yard $ 25,000.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ii No 1 4 s' PROPERTY INFORMATION u i Exsting use of property: Intended use of property:_ __ _ _ _ . _ Residential e - _ Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): Michael P. Ward ❑Authorized Agent BOwner Signature of Applicant. Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF Commission Expires April 14,2 ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this t 1� day of r! 20-D2� � Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA �Q Jamesh southoldtownny.gov Southold,NY 11971-0959 COU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Ward Address: 620 Meday Ave city:Mattituck st: New York zip: 11952 Building Permit#: 492$5 Section: 113 Block: 10 Lot: 15.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Tucker Electric Inc Electrician: Frank Raynor Jr License No: ME-4962 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat X Duplec Recpt 5 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel X A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel X A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures El Sump Pump Other Equipment: Notes: AS BUILT Accessory Building and Service Inspector Signature: Date: September 5, 2023 620 Meday Ave 'RE SEP - 1 2023 Building Department o��c�ufFol�c® BUILDING DEPARTMENT-Electrical Inspec�oof Southold y, Gym TOWN OF SOUTHOLD N Town Hall Annex- 54375 Main Road - PO Box 1179 o ' Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 41 y� rogerr@southoldtownny.gov -- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: t Electrician's Name: F7rZAj1e License No.: Elec. email: Elec. Phone No: _Li t7g-2S01 1!rf request an email copy of Certificate of Compliance Elec. Address.: P0 L3o>e 101gC- 0v " 9 JOB SITE INFORMATION (All Information Required) Name: Wj ge. Address: - C*r- o Cross Street: W e-3Y Phone No.: Bldg.Permit#: i4gaer email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCIUDE SQUARE FOOTAGE (Please Print Clearly): As Sv,,l r *x:uS?rz-�T-t ntv Amoss 0 r y ISIA , U0DFtZ 6 A 611 -CTe, So PA rocs / u $LD Square Footage: do. Circle All That Apply: Is job ready for inspection?: ES AApAA NO Rough In Final Do you need a Temp Certificate?: YES k9ZIssued On Temp Information: (All information required) Service Size AAAAA1 Ph AAA3 Ph Size: A # Meters Old Meter# AA WNew ServiceW Fire Reconnect A AAFlood Reconnect A AAService Reconnect A RAUnderground A AAOverhead # Underground Laterals W1 AAA2 AAAAH Frame Pole Work done on Service? AAWY AWN Additional Information: PLS � ccq IMS ip `fin" i4,cI,v� �Y�Y @� e ( !- '41743 --?& o I F44 PAYMENT DUE WITH APPLICATION C1 re C* 1 053(02 D ECEOWE SEP - 1 2023 Building Department BUILDING DEPARTMENT-Electrical In;ec o $South®Id TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seand@southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: t, Electrician's Name: r7rzA,31eV License No.: ft)t=_ 4 q 2-4 Elec. email: Elec. Phone No: _ LTr1 request an email copy of Certificate of Compliance Elec. Address.: KJY 11 JOB SITE INFORMATION (All Information Required) Name: d, Address: v - Cross Street: i,j r-,;5 i Phone No.: Bldg.Permit#: i4gaer email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): As sv,1`r �S� CTfC:v� 9ex-assor-'-eell , Vis�Oe2- 6C-0vv C 6.[L C-T-e,1L .4 So A,.7 C- 4J 1-D Square Footage: moo. Circle All That Apply: Is job ready for inspection?: ES AW NO Rough In Final Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required) Service Size W Al Ph W3 Ph Size: A # Meters Old Meter# WWNew ServiceW Fire Reconnect A RAFlood Reconnect A AAService Reconnect A AAUnderground A AAOverhead # Underground Laterals W1 A92 WH Frame Pole Work done on Service? AAWY AAWN Additional Information: pL_C � cAt l fnv- j�? yo , 44L;9- 1+J J e (20C � 1178 -a& PAYMENT DUE WITH APPLICATION re c* (o53(.2 eP4 y4g28S PERMIT# Address: Switches IL I' Outlets G FI's 1 f ` Surface Sconces `�I H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon M-icr- Generator Combo Cooktop Transfer AC AH Mini Special: Q Comments HIII 11144'-H A om OF�RDS MAY 2 S ?023 W 4 v, o m z 0 C11 WOOD Ui o ORAYE�WAS STEPS C WOOD �iY� jj7+ .3' - " r1DECK WOOD m 24.3' UNITPR AIRE UN DECK TANK ' CHIMNEY L ' 7.6' 13.4' VE TSL r T , 1 STORY FRAME CESSPOOL H L-J H«,SF, (BY OWNER - L ' '4 16.2' .. 4 37.7' F� CONC. IF I E .. 20.3' - - .a...uw«...wµ.,,.:: .07 NC 25 123' /" AVRI& '0011k A01F& A ff AVF� f% 0 M E tMI, 26p' `+.-1 J 'r "0 U LUAY 11 N U [z FIR I E q `4 17.4' f4`� (d M LIN M AT m"I� I T U (A0ftffi;"'k K N Y 1 5 ----- y a IQ DA - 24.0' 24.0' ZC) �.I —FA M o .� �g EXIST. WD. FR. CCE SORY w z STRUCTURE TO BE R LOCATED DISTRICT : TOWN Of SOUTHOLD W X Y \ HAMLET : MATTITUCK Z 5' 6" `^ SECTION : 113 BLOCK : 10 LOT : 15.8 -o o p 2 0.0' 5 � 131'- " �p� " �, ZONED RES. R-40 446° SET STRUCTURE OCCUPANCY CLASSIFICATION : RES./ ACCESSORY STRUCTURE S q.5 92 m �' ON NEW SLAB / TYPE OF CONSTRUCTION : 5b, WOOD-FRAME NEW CONIC. .D WI I BUILT CIRCA: Pre-1957 .C. TAX No. 1 00-113-1015 82004 REPAIRS included: New Doors, Windows, Log-siding and tecos 000 P,n+ EA C a I c' s . DRAWINGS LIST I g EXISTING SHT. No. DESCRIPTION 00 WD. FR. OUTBUILDING: 402 SF (10'-7"x 38'-0") C T-1 TITLE, ZONING and PR-"'h (DPEMr-"FY rE-)" A-F A PLOT PLAN A-1 PLAN, SECTION EXIST. LOT AREA: 133,934SF (3.076 ac.) IRREGULAR and ELEVATIONS 4P MAX. LOT COVERAGE: 20% Or, 2,679 SF;p- A-2 GENERAL NOTES Ci and DETAILS A� REQUIRED SETBACKS: ^ 1�� FRONT YD. REAR YD. SIDE YD.-�S� 50FT. 50FT. 15FT. Min., 35FT. AGG. PROPOSED: 50FT. + 129'-9" 73-611, 131'-5" S . C . TAX MAP No . : 1000- 113- 10- 15 . 8 Issued For Bldg . Permit : April 17 , 2023P L %400/ T Ll'ff%% N SCALE Q•. » . 'a.gm....F. 0' 20' 40' 100' 150' '' " ALL INFORMATION SHOWN ABOVE IS FOR DIAGRAMMATIC PURPOSES AND IS TAKEN FROM SEAL AN ACTUAL SURVEY BY NATHAN T. CORWIN III, Land Surveyor, AND DATED AUGUST 13, 2015. FINAL SURVEY OF SUBJECT PARCEL SHALL BE PROVIDED BY OWNER. SHEET NO. EXISTING WD. FR. OUTBUILDING To Be RELOCATED ��;" ��` P . �' 0. �� ,C, , tF � EXISTING ASPHALT SHINGLE 12 12 12 12 ,. E,w. ...,...rte" �,!s•�/ �c = + 3 41 4EXIST. SPRUCE 4� a 4 LOG RAKE SEAL CO 12" 2'-0" 2'-0" co OH 0 OH OH cV rn \ oo U ~ EXIST. SPRUCE LOG WD.M)OF 00 VENEER, 7" T.W. 00 �`= M NEW CONC. PAD o 00 U NEW CEMENT // Q SCREED / / EXIST. GRADE EXIST. GRADE - GRAD — - - _ EXIST. E � -� N r' NEW FOUND. WALL ( 0 m I NEW FOUND. WALL I o m 0 0) Y — — — — — -'�, `� z — — — — — — — — — — _- — — — — — — — — —N. NEW FOUNDATION — — — — — — — '� Z _> U^ >_ Q) cu O NEW CONC. PAD O � m (6FT. WIDE x 4'-6" DEEP) Q N o w EW WEST ELEVATION f m m NEW SOUTH ELEVATION N N NEW NORTH ELEVATION Q SCALE: 1/4"= 1'-0" SCALE: 1/4"= V-0" 0) CL SCALE: 1/4"= 1'-0" (u m Mom PROJECT NAME 12 12 EXISTING WD. FR. 4 L--- __ __ a 4 7 n OUTBUILDING To Be - - - Z (V RELOCATED Qz N11 0 / 2815 \ / \ /2815 \ M O W c\j LO 7 / 8 \ \ RELOCATED BUILDING Z < z D. 0 1/2" Pre-moulded I _ O M a Lij NEW 6FT. WIDE \ / FILLER N W CONC. PAD \ / W z 00 ONC. SLAB Y EXIST. GRADE EXIST. GRADE EXIST. GR EXIST. G E - . ADE � RAD � � � ~ x 8 0 Co \` o m (6_ W I— LL Z L _I 00 M V 1 ■ 16" 116" X NEW FOUNDATION W NEW EAST E LEVAT NEW 4" THK. P.CONC. SLAB ON GRADE S TION IA-AI 10'-7" WITH 6X6 10/10 W.W.M. OVER 6-MIL. POLY. SCALE: 1/4"= V-0" VAPOR BARRIER OVER 6" THK. CRUSHED m o 10'_7" SCALE: 1/4"= 1'-0" STONE BASE ON COMPACTED GRADE- Q Partial ,toJl' � — — — — — REV. No. DATE COMMENT AXONOMETRIC 1 V23/2 REVISED FOOTING EXISTING ASPHALT ROOFING SHINGLES OVER I— — — — — -1 AS PER OWNER SCALE: 1/4"= V-0" 15# BLDG. PAPER ON 3/4" THK. 'CDX' PLYWOOD SHEATHING 8; 8, F J EXIST. 2"x 10" RIDGEBOARD 1 DATE: APRIL 10, 2023 w SCALE: AS NOTED EXIST. 2"x 8" RR's and 2"x 6" C.T. DRAWN B LAB A A 2'-0" AT 16" oc, TYP. /%A A CHECK'D. By. A1.0 A1.0 „ A1.0 A1.0 Ln 6" LOG RAKE 2"x 4" LOOKOUT 2 -0t t 1 -0 DRAWING TITLE w NEW SLAB GRADE EXISTING CONTRACTOR SHALL L COORDINATE WITH DAWN EXIST. PLYWD. SHELF MOVERS FOR PROPER PLACEMENT PLAN a n d OF EXIST. OUTBUILDING ON NEW SLAB 2' 2-2"x 4"s 12" CJ ELEVATIONS Top PL. EXISTING OUTBUILDING OH �- PROVIDE NEW 2"x 4" WD. SILL PL. J� (UNHEATED) N I ON NEW 2"x 6" P.T. MUDSILL (FRONT) \ OVER SA SILL TERMITE SHIELD w - z w EXISTING UTBUILDING South U I ~ (CONC.) EXIST. 00 �> U o m J NEW UNEXCAVATED w ~ � Q O as DROP 2"x 4" ON P.T. OVER 6 MIL. POLY. VAPOR NEW 5/8 DIA. x 16 A.B. o Y o Q 0 FOUND. CURB 2"x 6" MUDSILL BARRIER OVER 6 THK. WITH 3 x 3 SQ. WASHER PLATE 4" THK. CONC. w > o w m _ _ CRUSHED STONE BASE ON co N (7" MIN. EMBEDMENT) z SLAB ABOVE m 0- o c w 00 1/2" THK. Pre-Moulded FILLER COMPACTED EARTH I �j zo ww w o co ° Z o EXIST. GRADE �. LO, '' XIST. GRADE Ld NEW " WIDE P. CONS. FOUNDATION �' w Z o o �. .. k x x zVL) zo m :���� s` �.� . .:a :;: 4 s_y. WALLS WITH 16 x 8 P. CONC. ~ v U E o w w —� h t y�. �, f" "w.y` I TYP. ON N cwn c� { w Q a � o C3 w .... ,..., .. . .. �,. „' G, UNDISTURBED ,- z J .. a, '�: :::.'<, � FOOT w �- U a Q Q ,�, ,,Je,..,�i,✓.,gut.... ........r -... ..._ ,....,_ :,_.,.:.. ..,.,✓ '.u.�� ...�-�`ca`i�i2'i..,....i.,moi z J _ O � � Z NEW P. CONC. j �j Z SOIL V ¢ o m �- v w FOUND. WALL and I 1 00 "� I o w 0 w a °° o o m 0 CONT. CONC. FTG. LONGITUDINAL SECTION B-B ��16 �� _ 2- #5 RE-BAR, T&B 2 o o ° ax J w J = x LL_ LA_ o = a (n bi SCALE: 1/4"= 1'-0" CJ w w N z cn w 0 Z Q EXIST. 2% 4 WD. FR. STUDWALL, TYP. N o _ = W > K r o w z p0- U0zU) z EwQ D Z � > af 00 ~ a VS c o Z _j LqQ m Q � F- � Qvuwm Q E NQOo Ln Q w ~ L O O Z N Z Q w ow w¢ a 0 0 O W U Q � ° U Z Z 0O w 00 EXIST. SHOP LIGHT, TYP. SHEET NO. w �OJ50 �OJb y L— — — — — J .:.` J - EXTERIOR WP SCONCE, TYP. o — — — — J ■ M NEW FLOOR P LAN Q NEW FOUNDATION PLAN ARCHITECTURAL SHT. 2 SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" Root Framing `. Blocking to Rafter(Toe-naiied) 2-8d 2-10d each end Q. Rim Board to Rafter(End-nailed) 2-16d 3-16d each end Wali Framing 1 Tap Plates at Intersect ons�(Face-nailed) A-16d �V S-16d u -at joints^ Y GENERAL, NOTES (AS THEY MAY APPLY) Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. dv r Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Floor Framing Joist to Sill, vp Plate or Girder�..(Toe-nailed)(Fig, 14) 4-ad 4-10d�.���_..w�._.�.....v.._.,._.._...____..:_._.. ...�,_ n.�..�...,.�.�.ww.�.._�...._...�b each end 1. CONTRACTOR SHALL CHECK and VERIFY ALL CONDITIONS TO THE SITE PRIOR TO START OF WORK T « = ...-. .._ �7 - AND SHALL FAMILIARIZE HIMSELF WITH WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE ( Blocking to Joist(Toe-nailed) 2.8d 2-1 ' each end 1311r0king at 4"ox, SEAL of SEAL Blocking to Silt orTap Plate(Toe-nailed) 3.16d 4-te6dd g each block i 24"ox, SAME. ledger Strip to Beam or Girder(Face-nailed) 3-16d 4.16d each Joist 2. ALL NEW WORK SHALL CONFORM TO THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. .foist on ledger to Beam(Toe-naireci) 3-ad 3-10d ' each end I M Band Joist to Joist(End-nai!ed)(Fig.14) 3.16d 4-16d i each end ,, -� N .a 3. EXISTING ACCESSORY STRUCTURE CONFORMS TO 1954 NEW YORK STATE UNIFORM and FIRE PREVENTION CODE. 1 . , Vto Band Joist to Sill or Toa Plate(Toe-nailed)(Fig.14) 2-164 3-16d per toot 2-9 fid Common Nans 00 RaotSheathing Haid'Dctvm Waal Structural Panels i s �� at 10"o,C. - t) 0) SOIL 0 `� rafters or trusses spaced up to 16'o.c. ad 10d I 6"edge/fi'field � �'' is � rafters or trusses spaced over 16'o.c, ad 10d 4"edge t 4'field Lr Q H :E 1. SOIL BEARING CAPACITY SHALL BE 2 TONS PER SQ. FOOT, MINIMUM, ON UNDISTURBED SAND OR gable endwall rake or rake truss w10 gable overhang ad 10d W edgel6"field GRAVEL. gable endwall rake or rake truss w1 structural ad 10d 6"edge 16"field d aabl ekers Corner Stud Hold Vown Detail-3 Studs with Mocking � rn 2. GRADING AROUND EXISTING BUILDING/ NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING. gable endwall rake or rake truss wllookout blocks ed 1od 4"edg©/4"field '(f) Ceiling Sheathing cli Gypsum Wallboard 5d coolers --....w...._ W7'edge 11W field CONCRETE _. ..v. ... w. w .% .0 _ Wali Sheathing > U ~Wood Structural Panels USE: HDU8 at (4) CORNERS -U) aa) studs spaced up to 24'o.c. 8d 10d 6'edge 112'field �-' � Z 1. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AS FOLLOWS: HDU5 at EA. SIDE OF DOORS CD � 5 C6 BASEMENT WALLS and ALL FOUNDATION WORK: 3,000 PSI 112"and 25!32"Fiberboard Panels edi - 3'edge l6'field � N 0 BASEMENT and INTERIOR SLAB: 2,500 PSI 112"Gypsum Wallboard 5d coolers -- 7'edge 110'field In tYl v c PORCHES, GARAGE SLABS and ALL CONCRETE L FloorSheathing _ Q EXPOSED TO THE WEATHER: 3,500 PSI Wood Structural Panels Q i FOOTINGS SHALL BE SIZED ACCORDING TO PLANS I'm less aid 1od 6'edge 112*field m greater than 1' 10d 16d 6'edge!6'field .J U 2. FOUNDATION WALLS SHALL BE FORMED TO THICKNESS and HEIGHT INDICATED ON PLANS, __.... WELL VIBRATED AND/OR RODDED. 1 Corrosion resistant 11 gage rooting naiis and 16 gage staples are permitted,crack I8c foraddilional requirements. MENEM 3. SLABS OVER TAMPED AND EVEN SUB-GRADE - LAY 6MIL. THICK POLYETHYLENE VAPOR Nails.unless otherwise stated,sizes given for nails are common wlrosizes.Box and pneumatic nailsofequivalent HOLDDOWN diameter and equal'or greator length to tho speelitod common nails may be substituted unless olhonvlso prohibited. PROJECT NAME BARRIER AND POUR REQUIRED PSI CONCRETE. BETWEEN SLAB AND CONCRETE WALL(S), INSTALL 1/2" THICK ASPHALT IMPREGNATED PRE-MOULDED EXPANSION FILLER, AS NEC'Y. FASTENER SCHEDULE BASEMENT SLABS SHALL BE 4 INCHES THICK. Z V METALSQ z � - 0 1. STEEL SHALL CONFORM TO ASTM A-36 and AISC SPECIFICATIONS. O Z -J to 2. ALL METAL JOIST/RAFTER HANGERS AND OTHER CONNECTORS REQUIRED BY CODE, SHALL BE Z Q W O BY 'Simpson Strong-Tie' OR EQUAL. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURER'S C M w SPECIFICATIONS AND RECOMMENDATIONS. _ G L�LI Q z sowcrsas6� sPaz 0 � (SPI14Z < ^ Q Y ]'ft7r 2x's J `! FRAMING �'�e for 3 a>�' SP,Z 2.BAZ U O O 2 p � DSPZ O r Zl Two H3Z C) 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS-FIR NO. 2 OR BETTER. SSPZ -� N 2. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY o W � 'Simpson Strong-Tie' (Or STAINLESS STEEL AS SPECIFIED). ry W a BP-HDD Q 3. ALL NEW MUDSILL AND ANY WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED H b MAINTAIN A CONTINUOUS PATH LOAD DOWN TO FOUNDATION. Men HD' crewm sW 4. TIE ALL RAFTERS TO TOP PLATE OR BEAM WITH STAINLESS STEEL HURRICANE TIES (AT EA. RAFTER). anch char 5. ALL NEW MUDSILL FLASHING SHALL BE ALUMINUM. e m 6. PROVIDE ALL NEW TEMPORARY SUPPORTS AND BRACING, AS MAY BE REQUIRED, PRIOR TO THE INSTALLATION OF NEW STRUCTURAL ELEMENTS. REV. No. DATE COMMENT � CONTRACTOR TO CONFIRM B EXISTING FASTENERS ARE USE: BP-HDG AT EVERY 30" OC, TYP. 1 23 2 REVISED FOOTING SECURE AFTER RELOCATION AS PER OWNER FINISHESG(LUS28 'SSP' TIE AT EVERY STUD 'SP1 Z' TIE AT EVERY 6FT. 1. PATCH ALL AREAS WHERE EXISTING (MATERIAL) HAS BEEN REMOVED AND/OR NEW WORK DATE: APRIL 17, 2023 ABUTS EXISTING. USE: 5/8" DIA. A.B. x 16"L. WITH 3"x3"x 1/4" SQ. PL. WASHERS SCALE: AS NOTED AT NEW MUDSILL EVERY 30" OC, TYP. DRAWN By: LAB CHECK'D. By. , ELECTRICAL DRAWING TITLE !� RAFTER/PL. CONNECTOR STUD/MUDSILL CONNECTORS 1. CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC AND SUB-PANEL AT ACCESSORY STRUCTURE GENERAL TO NEW LOCATION. ALL NEW ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED AND CERTIFIED. CONTRACTOR SHALL INSTALL, AS PER OWNER'S DIRECTION, ANY AND ALL NOTES a n d LIGHTING/SWITCHING, ALARM and SECURITY, ETC. AT WALLS/ CEILING TO MATCH EXISTING. VERIFY ALL OUTLETS AND SWITCHES WITH OWNER, PRIOR TO RE-INSTALLATION. DETAILS 2. ALL OUTDOOR FIXTURES SHALL BE WATERPROOF AS PER NYS CODE. GENERAL UTILITIES NOTES 0 U) ri W Z 0 Ino C) � ¢ W � Y � o �QN 1. CONTRACTOR SHALL RE-ROUTE, AS REQUIRED, ANY EXISTING ELECTRICAL TO ACCOMMODATE NEW LOCATION. w > 0 m c. .. .. .. ,.. .. .., _.- .,. ._ ...._. .. .,...,_-. . .. V) >_ 0 C 2. CONTRACTOR SHALL CONTACT LOCAL UTILITY SERVICE, IF REQUIRED FOR AUTHORIZATION, PRIOR TO WORK. TABLE R3-0-1(1)CLI'iL'.iIC.��-ocE+0arc,tPlTI DE.SIG.N CRnTRL% 3W PAIN CONCRETE 5 X 0 � �' Uj W o cn ° z 0 `t,Rr1t^t79' TUNT;Df-VG'\ SErtWttlC` S1?JF.CTTO PVkUrF.r1M%l 5S"1\TTR WE FLOOD ATR "UTA C b.._ p rte+ Cs i R 1 d W Z D F- Z s,++d T---iVft4lr"ir+siAM""A� Rl 0ir"u,' DF51C:\ S1'sib.l�ti F. j9 ; T;"';;+r nF,rGr 1tA1iRIFtt at.iT�Rlti IFI FE:T]\'r.ANNTAI. PER SEGT�{3ht R'�0�a.1 Z (n Z O O O � O C- O U LK9tb (Vol E3r.st, R..tiom Zbs" CATYG{R1' D*"6 7Citp [iC t`tttlYy 1*�15E`{ 1Cttt' to }- ¢ 00a.- w W 0 OJ < J LLJ a 1 1 kD riv tx+ t ls7e fry cn Coast auuJ rreaa j I 7 3 _1%10dTV 5 e yts Cali the ptm% 5S1 3 t°F ¢ O m ¢ _ O W Z k'eh FirtTs] ro! F?is1G 1ar,r Relax EsvrLerxOt�:e MIN CLE.ARAN�CE � � cti � Z � OU d � � � � �p m O PER SECTIONS --..�. #,: t'ur � � Y � w a m W_ R317.1 R404.1.6 AND rf ,-' �, ` ¢ o ° a J '� J ¢ o E t.7 7 TYP A ` 0- � UW W tai! _ _j W D C-D 0 O CO(n Z to . MIN DEPTH PER P Cta4 U STEM WALL o v = w a Z z¢ SECTION 803.1 4 Z z ,? w W ¢ owujw � 0 � � � 000 OR GREATER FOR m � � z) 0 cn 0 _j m o W W Z ¢ ¢ e' FROST PROTECTION �.,. "� n',�r z Z � 0 � 12 E z J O PLR SECTION �' #>04 N - W Z �' = Z 0 R403.1"d.1TYP -" 0 00- O < 0coYw EE x CI_' = a- - U Z V) 0 ¢ p � 00 w f W < r- N = Z Z Z W W ~ w O 000 U) U PROVIDE POURED IN PLACE CONCRETE 0 SHEET NO. STEMWALLS and FOOTING SLAB-ON-GROUND WITH MASONRY CLIMATE and GEOGRAPHY CRITERIA STEMWALL and SPREAD FOOTING ARCHITECTURAL SHT. 2 All exterior lighting J . . . . . . . . . . . . ... .... .... installed,replaced or repaired shall conform to Chapter 172 of the Town Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF APPRO ED AS NOTED SGUTHOLD TGM�ZBA, DATE B.P.# 192 95 Rjj i=�. WNG BOARD FEE: SOU70�L17RUSTEES E�17 By: to_-- EOM NO BUILDING DEPARTMENT AT N, .S.—DEC r 0 765-1802 8 AM TO 4 PM FOR THE U4 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED _/(�LIPANCY OR A P AIR 0 E31 C FOR POURED CO�!CRETE ISE IS UNLAWFUL 2. ROUGH - FRAMING & PLUMBING 3. INSULATION -%/ITHOUT CERTIFICATE 4. FINAL - CONSTRUCTION MUST 00 BE COMPLETE FOR C.O. )F OCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW z YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. cli RETAIN STORM WATER RUNOFF W= STEPS PURSUANT TO CHAPTER 236 OF THE TOWN CODE. fTl 24.W A/C dy W= DECK b UNIT ANE NK :HIMNEY TAVE 4T E Rom" 1114STORY FRAME P11 I COMPOOL ELECTRIVI HOUSE. (By OWNER 15.2' F--------- ISPECTION REQUIrl"D 3i. 21..V ........ WNC, C/) E (4 '771`7 7.17 "Em '77 7 7.77�'77'77 777''M 2CLV 7 IV 12.3V Comm I-M% A A 0 W Pik E M C E ILJ N IL I I&AF 20 'M AV 17.4' 4 bz miz AVL m E M AA T I w"I'� U 9A0"& 5 Agog&' k 7. Ci 240' 24.01 M I of .:I 0 EXIST. WD. FR. CCE SORY . 0 C" z �q� z a1z STRUCTURE TO BE R LOCATED C4 DISTRICT : TOWN Of SOUTHOLD > 0 Li�.3' HAMLET : MATTITUCK 5' 6" 0 M SECTION : 113 BLOCK : 10 LOT : 15.8 C4 20.0' 131'-5" ZONED : RES. R-40 0 cn 0 73P-6" rri SET STRUCTURE f OCCUPANCY CLASSIFICATION : RES./ ACCESSORY STRUCTURE ON NEW SLAB 6F TYPE OF CONSTRUCTION : 5b, WOOD-FRAME NEW CONC. W1 AD BUILT CIRCA: Pre-1957 .C. TAX No. 1 00-113-10-15 8 2004 REPAIRS included: New Doors, Windows, Log-siding and tecos A c' s . IDRAWIINGS LIST lot W EXISTING co SHT. No. DESCRIPTION WD. FR. OUTBUILDING: 402 SF (10'-7"x 38'-0") Ci caw;'x T-1 TITLE, ZONING and wE__ R_FY [DA-FA PLOT PLAN A-1 PLAN, SECTION EXIST. LOT AREA: 133,934SF (3.076 ac.) IRREGULAR and ELEVATIONS MAX. LOT COVERAGE: 20% Or, 2,679 SF A-2 GENERAL NOTES and DETAILS REQUIRED SETBACKS: 0 �Cf FRONT YD. REAR YD. SIDE YD. ?"1001 _" \N x t'4rro 900 _t� 50FT. 50FT. 15FT. Min., 35FT. AGG. PROPOSED: 50FT. + 129'-9" 731-611, 1311-511 No . : S . C . TAX MAP 1000- 113- 10- 15 . 8 Issued For Bldg . Permit April 17 , 2023 � =`=�+ ' _j L P L/A'K SCALE Ft 01 ALL INFORMATION SHOWN ABOVE IS FOR DIAGRAMMATIC PURPOSES AND IS TAKEN FROM 20' 40' 100, 150' 11 1 11 SEAL AN ACTUAL SURVEY BY NATHAN T. CORWIN 111, Land Surveyor, AND DATED AUGUST 13, 2015. 4+ FINAL SURVEY OF SUBJECT PARCEL SHALL BE PROVIDED BY OWNER. SHEET NO. -- I EXISTING WD. FR. �" OUTBUILDING To Be RELOCATED EXISTING ASPHALT SHINGLE /r 1212 12 12 4I— —l4 4G7 a4 '4w^'� � EXIST. SPRUCE _ LOG RAKE SEAL B co 12" 2'-0" 2'-0" M OH 0 OH OH N a? ao U ti LO IJ EXIST. SPRUCE LOG WD.XOR I 00 VENEER, 7" T.W. ()0 = Cr) M (.0 rn 0 00 U NEW CEMENT / L Z o SCREED Q l-- / \ - - T.0.S. T.0.S.EXIST. GRADE EXIST GRADE 0 .� N � � - - - - - - - � - L -L - - - - - - - 1- � NEW FOUNDATION NEW CONC. PAD N !E O (6FT. WIDE x 4'-6" DEEP) > U } .0 m Z Cn N o a) CIONEW SOUTH ELEVATION NEW WEST ELEVATION � NEW NORTH ELEVATION m m (1) � N � SCALE: 1/4"= 1 -0 SCALE. 1/4"= 1'-0" SCALE: 1/4"= 1'-0" 0 _0C a) 1� m N J rn U PROJECT NAME j EXISTING WD. FR. 4 2 2 4 OUTBUILDING To Be - - z CJ RELOCATED - z O z _j W C / \ N z z O) 8 �MM LL, r- WD.D OR O " W NEW 6FT. WIDE \ / j� _ Q >- Z CONC. PAD \ / 00 4 O L_ EXIST. GRADE EXIST. GRADE 00 EXIST. GRADE C) (D W I. N �.x- =I 0z �/ O i- V _j — t_L_ N Q ==—ilr=1III=�II=III=II�I_I1II-ISI- 1- Q __ W IIII- 16" 16" f/ v) NEW FOUNDATION " — Q 10 -7 X NEW 4" THK. P.CONC. SLAB ON GRADE W NEW EAST ELEVATION 1NILAYER 2"TH 6X16 THK .10 W PS RIGIDnINSULATIONolithic )(RVEO) SECTION 'A-A' 10'-7" OVER 6 MIL. POLY. VAPOR BARRIER OVER SCALE: 1/4"= V-0" 6" CRUSHED STONE BASE ON COMPACTED GRADE 10'-7" SCALE: 1/4"= 1'-0" PartialPROVIDE 2" THK. 'XPS' EDGE INSUL. WITH PROTECTIVE BD. AT PERIMETER REV. No. DATE COMMENT AXONOMETRIC -� EXISTING ASPHALT ROOFING SHINGLES OVER - SCALE: 1/4"= V-0" 15# BLDG. PAPER ON 3/4" THK. 'CDX' PLYWOOD SHEATHING 8; 8 F ~ �, J EXIST. 2 x 10 RIDGEBOARD 1 16" DATE: APRIL 10, 2023 Uj SCALE: AS NOTED EXIST. 2"x 8" RR's and 2"x 6" C.T. DRAWN B LAB A A 2#-0» AT 16" oc, TYP. A A CHECK'D. By., c~n 6" LOG RAKE I 2"x 4" LOOKOUT :;9DRAWING TITLE w I NEW MONOLITHIC POURED - , -AIT--TI P-­1CONCRETE SLAB ON GRADE - 0 RADE - EXISTING CONTRACTOR SHALL COORDINATE WITH DAWN MOVERS FOR PROPER PLACEMENT PLAN a n d OF EXIST. OUTBUILDING ON NEW SLAB 2' 2-2"x 4"s It 12" Ci ELEVATIONS Top PL. EXISTING OUTBUILDING M off PROVIDE NEW 2"x 4" WD. SILL PL. EXIST. 3/4" THK. PLY'WD. SHELF (UNHEATED) N I ON NEW 2"x 6" P.T. MUDSILL fl WITH 2"x 4" WD. BRACING, TYP. � 4 OVER ALUM. TERMITE SHIELD r LISTING UTBUILDING AND SILL SEALER �, z > z � LL (CONC.) EXIST. 00 (n o U w NEW 4 THK. REINF. UNEXCAVATED w ~ � zQ nQ NEW CONC. SLAB OVER 2 THK. NEW 5/8 DIA. x 16 A.B. i- Y o = J �„ 2 x 4 ON P.T. 'o WITH 3"x 3" SQ. WASHER PLATE 4" THK. CONC. w > 0' � r -0 _ _ 0I 2"x 6" MUDSILL XPS R.I. OVER 6 MIL. POLY. iv 7" MIN. EMBEDMENT x SLAB ABOVE V) or m 0_ o w VAPOR BARRIER ON COMPACTED �_ ( ) O z o 0 o m zo GRADE M I � � wz > 0 � z �- z EXIST. GRADE ;�x ,_= x .j EXIST. GRADE z z o v v o LLi w OJT N I Q0, CL z JQ0 0C � Z Q m � UO_ U W 2- #5 RE-BAR, T&B w Q m o m o ,- LONGITUDINAL SECTION ° � � Ld � � L (nx (nQ Jm � � W W W = Z W EXIST. 2"x 4" WD. FR. STUDWALL, TYP. Cn SCALE: 1/4"= 1'-0" CJ u' (ZD (n r o w -a a- 0 Z � Z wwQQ 0 Z W � p W W D O � , O Q S w (n 0_ w J W -I L2 ~ � � W z Q m Q Of 1- Uwsm � L_ nOO :QCD - ()faQ: Wf o W O Q0- OpW W U) U 0' U W = O ZOO S V) U N H EXIST. SHOP LIGHT, TYP. SHEET NO. O J - EXTERIOR WP SCONCE, TYP. Al ■ %0 NEW FLOOR P LAN NEW FOUNDATION PLAN ARCHITECTURAL SHT. 2 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" G ti^ r ,`\ Ratti Framing --U- Blocking r ,• �' c� Blocking to Rafter(Toe-nailed) 2-tad 2-10d each end Rim Board to Rafter(Find-nailed) 2-16d 3-16d each land Wail Framing Cry ,, Top Plates at Intersections {Face-naffed) 4.164 5-16d--1 at joints ! ` Stud to Stud Face-nailed GENERAL NOTES (AS THEY MAY APPLY) I ( 2-16d 2-,6d 24 a_c. � Header to Header Face-nailed? 1 16d led 16'o.c.alongedges Floor Framing _. {_. ._.._....._. ._. .._.._.._ _-__ . __ ._ . ___. . _.__• _ . _ _ _ _ V ,g 1. CONTRACTOR SHALL CHECK and VERIFY ALL CONDITIONS TO THE SITE PRIOR TO START OF WORK Joist toSill,Top Plate arGirder(Toe-nai!od)(F1g, 14) 4.6d _.4-toleach end - AND SHALL FAMILIARIZE HIMSELF WITH WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE Blacking to Joist(Too-nailed) 2-Bd 2-10d each end t3tvCkllag�tA� Blocking tat SEAL Blocking to Sill or Top Plate(Too-nailed) 3.16d 4-16d 1 each block ! 24"ex. WITH SAME. Ledger Strip to Beam or Girder(Face-nailed) i 3.164 4-16d each joist ± C%J 2. ALL NEW WORK SHALL CONFORM TO THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d each ends, co 3. EXISTING ACCESSORY STRUCTURE CONFORMS TO 1954 NEW YORK STATE UNIFORM and FIRE PREVENTION CODE. Band Joist to Joist(End-nailed)(Fig.14) 3.16d 4-16d each end N rn Band Joist to Sill or Top Plate(Toe-nailed)(Fig,14) 2-16d 3-16d per loot a a V ti LO Hold Roof Sheathing [?own ,« 2-116d Common Nails d ,� :, Wood Structural Panels ,� 13 0 old CO M SOI rafters or trusses spaced up to 16'o.c. 8d 10d _b'edge 16"field ' rafters or trusses spaced over 16'o.c. ed ,od 4'edge 14"Feld < F- 0 1. SOIL BEARING CAPACITY SHALL BE 2 TONS PER SQ. FOOT, MINIMUM, ON UNDISTURBED SAND OR gable endwall rake or rake truss Wo gable overhang 8d 10d 6'edge 16"meld GRAVEL. gable endwall rake or rake truss+vl structural 8d 10d 6'edge/6"field � C d oable ea[s Corner Stud Hold Down Detail-3 Studs with Ffockin �'" � Q rn 2. GRADING AROUND EXISTING BUILDING/ NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING. gable endwail rake or rake truss_+vl lookout blocks tad 10d 4"edge/4"held '� Coiling Sheathing • 5 fq Gypsum Wallboard � d coolers 7'edge 110'#ietd •� � CONCRETE wa,11�> _eathfn (D } _> U -0 Wood Structural Panels USE: HDU8 at (4) CORNERS Ca W 1. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AS FOLLOWS: studs spaced up to 24'o.c. € 8d tad 6'edge 112'field HDUS at EA. SIDE OF DOORS O (Dvi BASEMENT WALLS and ALL FOUNDATION WORK: 3,000 PSI 112'and 25132'Fiberboard Panels ii 9d+ - 3'edge/6'field � m m 'a) BASEMENT and INTERIOR SLAB: 2,500 PSI 112"Gypsum Wallboard s 5d coolers - 7'edge 110'field ; PORCHES, GARAGE SLABS and ALL CONCRETE FlraorsheathIngQ Z O EXPOSED TO THE WEATHER: 3,500 PSI Cn Cn Wood Structural Panels _ Q � ca L- FOOTINGS SHALL BE SIZED ACCORDING TO PLANS 1'orless 8d 1od 6'edge/12'field n/ CU greater than 1" 10d 16d 6'edge/6'field LL_ m N 2. FOUNDATION WALLS SHALL BE FORMED TO THICKNESS and HEIGHT INDICATED ON PLANS, _ .__..________...__._.____.___ _ _- __-_ _.__- ._.. ___ _ __ -__-..____. .___.__._ _______ .- _ J 0) U WELL VIBRATED AND/OR RODDED. 1 corrosion resistant 11 gage roon*g nails and 16 gage staples ars permitted,check 18C foraddilional requirements. 3. SLABS OVER TAMPED AND EVEN SUB-GRADE - LAY EMIL. THICK POLYETHYLENE VAPOR Nails.Unless otherwise stated,sizes given for nails are common wire sizes.Box and pneumatic nails of equlvalent H O L D D O W N BARRIER AND POUR REQUIRED PSI CONCRETE. BETWEEN SLAB AND CONCRETE WALL(S), diameter and equal or greater length to the specified common nails may be substitutod unlass otherwise prohiblled. PROJECT NAME INSTALL 1/2" THICK ASPHALT IMPREGNATED PRE-MOULDED EXPANSION FILLER, AS NEC'Y. FASTENER SCHEDULE BASEMENT SLABS SHALL BE 4 INCHES THICK. Z � METALSQ Z U_ �- 0 1. STEEL SHALL CONFORM TO ASTM A-36 and AISC SPECIFICATIONS. O to 2. ALL METAL JOIST/RAFTER HANGERS AND OTHER CONNECTORS REQUIRED BY CODE, SHALL BE Z < W BY 'Simpson Strong-Tie' OR EQUAL. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURER'S C T_ O SPECIFICATIONS AND RECOMMENDATIONS. C Q z MYC15450' SP4Z O fSPH4Z < 0 1' for�"S srm7k+r) 1 l'Ile for US and 4x's SP V O W FRAMING ,� , 2.5AZ � q t DSPZ O rt 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS-FIR N0. 2 OR BETTER. Two HU ry SSPZ N 2. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY m W 'Simpson Strong-Tie' (Or STAINLESS STEEL AS SPECIFIED). I ° ea-Hos 10 3. ALL NEW MUDSILL AND ANY WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED N MAINTAIN A CONTINUOUS PATH LOAD DOWN TO FOUNDATION. Teen screw anchor ` 4. TIE ALL RAFTERS TO TOP PLATE OR BEAM WITH STAINLESS STEEL HURRICANE TIES (AT EA. RAFTER). 5. ALL NEW MUDSILL FLASHING SHALL BE ALUMINUM. m 6. PROVIDE ALL NEW TEMPORARY SUPPORTS AND BRACING, AS MAY BE REQUIRED, PRIOR TO THE INSTALLATION OF NEW STRUCTURAL ELEMENTS. .M REV. No. DATE COMMENT CONTRACTOR TO CONFIRM -+� B EXISTING FASTENERS ARE USE: BP-HDG AT EVERY 30" OC, TYP. SECURE AFTER RELOCATION FINISHES � �us2s 'SSP' TIE AT EVERY STUD 'SP1 Z' TIE AT EVERY 6FT. 1. PA CH ALL AREAS WHERE EXISTING (MATERIAL) HAS BEEN REMOVED AND/OR NEW WORK DATE: APRIL 17, 2023 ABUTS EXISTING. SCALE: AS NOTED DRAWN By: LAB CHECK'D. By. w ELECTRICALDRAWING TITLE RAFTER/PL. CONNECTOR STUD/MUDSILL CONNECTORS - 1. CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC AND SUB-PANEL AT ACCESSORY STRUCTURE GENERAL TO NEW LOCATION. ALL NEW ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED AND CERTIFIED. CONTRACTOR SHALL INSTALL, AS PER OWNER'S DIRECTION, ANY AND ALL NOTES a n d LIGHTING/SWITCHING, ALARM and SECURITY, ETC. AT WALLS/ CEILING TO MATCH EXISTING. VERIFY ALL OUTLETS AND SWITCHES WITH OWNER, PRIOR TO RE-INSTALLATION. DETAILS 2. ALL OUTDOOR FIXTURES SHALL BE WATERPROOF AS PER NYS CODE. GENERAL UTILITIES NOTES 0 V) _j z Z 0 Ow _j WzoQ O U Q j J 1. CONTRACTOR SHALL RE-ROUTE, AS REQUIRED, ANY EXISTING ELECTRICAL TO ACCOMMODATE NEW LOCATION. w > o m -0 v = _ _..,. ._ Z >_ cnp ° 0Cm 2. CONTRACTOR SHALL CONTACT LOCAL UTILITY SERVICE, IF REQUIRED FOR AUTHORIZATION, PRIOR TO WORK. lr�tiiicer+ni.2tticil t rt .� r►+ evcu+.rmc�atsic +cl�r >iztw� s� , '_ rr o w w co z o C.Ftol-%D, 11111l7)F-V .N, SFrS1r7c 41'W,(7'RY�DANI.1CT FAMI 537\TER KE Fr rnoD AM 1ryAN ti 1 i 1 ► t a . 1 � n- W Z > � l.- Z t- O H SXr�41' 1 �., �,:.. ........ ..... -���. FSIG\ pFSH;i RARR[ER }IAF.�RI►*w FRF.F.Z]"at:hl r�'.1!- V) Z O O D O O � O 5r+<d iTv�ae iK 61e1a!11 ,d W1 Bc-n r41rk ri'e MS.{a y( rn M Uw. 7nt+IdF t Z W H [' ~ U H W W MW W (.01 ul,, RA C'ATTGORY �e Tcmp PxQuIR17) 1*YiyEX 1!_xrr Anchor Bolt and Uplift wall Stud - x >_ Q a- o w o 0 o J ., 3"x 3" x 114" Plate Washer ��° Q W 1- � a W_ o z w Q w :{ BO no ? m t"+,[&hm-Coar1 paid B :nwt l IAF 1 "Mod To ; Vc.. Call Ilio plmr S'r. t t'F I�t�l s��, Anchor Boit Q � m � _ � � IJ- � Z Fina is and p FT i3FG 1{tatty Etel xr L-.xzlle�rs orke , { - 4`; - SltCar N O O J U - W M eottam "'mOf ix.°' �, Pnttr ert Plata o - ° V) Q w 0 0 Pti3tC r x t W `1 L W M W J SierrI Strap Lapxped UFtder a o of o ° � � J W Ld a o -`` Bottom Plata � � � cf x V) Q J m v=i � : WWw rr-<» : r` 1�N t71ln. - • �,. * �. w W In Z V) Q Z (n W Stab, W ° ¢ N w o W >- r (n O ♦' r W > L� a- 5 Z + ;Z { r 4 rcd. - r. `-k ;:' ``;pr F''` %; ;.'•''A p d U Z Z W W W Q X Li w 00 W toO- W J W J LL •+ • i ,?;:.:fir . I ':.,. ,- -fir,° to O (n O J m J ��-� � iril(n �nCf Z Z F- H = J Q O s. r —?� Q W w m w L� (n Q O of Plates _. :: d' . . : ._w._ :.� a N = (, z rr = z Q r" W = OfO Q — rn Figure 5: Anchor Bolls Resisting Uplff` Lateral,and Shear Loads. � � � � o � o � z Cn0QD < � � 0 W 5 Z F- rn ~ W O O OZ O USE: 5/8" DIA. A.B. x 17" WITH 3"x3% 1/4" SQ. PL. WASHERS AT NEW MUDSILL EVERY 30" OC, TYP. SHEET NO. A2NU CLIMATE and GEOGRAPHY CRITERIA ANCHOR BOLTS ARCHITECTURAL SH T. 2