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HomeMy WebLinkAbout48191-Z �oS�fFOCy Town of Southold 2/9/2023 P.O.Box 1179 co C* 53095 Main Rd Way o�41 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43830 Date: 2/9/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1175 Sigsbee Rd.,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/8/2022 pursuant to which Building Permit No. 48191 dated 8/19/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including finished basement, entry stoop and outdoor shower,to existing single-family dwelling as applied for. The certificate is issued to Merlo,Richard&Charlotte of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48191 1/6/2022 PLUMBERS CERTIFICATION DATED 1/27/2023 ry Smith t o ' ed ignature �o�suFFotq�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT C* z TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48191 Date: 8/19/2022 Permission is hereby granted to: Merlo, Richard 159 Benjeyfield Dr East Williston, NY 1.1596 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1175 Sigsbee Rd., Laurel SCTM #473889 Sec/Block/Lot# 144.-2-3 Pursuant to application dated 7/8/2022 and approved by the Building Inspector. To expire on 2/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $392.00 CO-ADDITION TO DWELLING $50.00 Total: $442.00 Building Inspector of so�lyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Merlo Address: 1175 Sigsbee Rd city,Laurel st: NY zip: 11948 Building Permit#: 48191 Section: 144 Block: 2 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Goodale Electric License No: 783ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY- Service 1 ph Heat Duplec Recpt 18 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 18 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 7 4'LED Exit Fixtures Sump Pump Other Equipment: Gas FP, Sump pump Notes: Rear Addition w/ Finished Basement Inspector Signature: t Date: January 6, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex _ Telcphonc(631)765-1802 54375 Main Road : Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 1111 t JAN 21 nn LD,, t3UjL0il4b UEPI- �®1ft4NOPS�l3�ni_f� . . .. • Date: CL Building Permit No. � / Owner: M e R ,(Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 3 9, p day o nl/W /, 20 Q Notary Public, :C`ouFtty CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County ril 14,2 Commission Expires Apa IQNAf so # TOWN OF SOUTHOLD BUILDIG DEPT. courm, 631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: oV4,1 n 'V�l DATE 7/ INSPECTOR /J *OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION /]I] Fl UNDATION 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: O S au Ion O , DATE INSPECTOR �E SOUTyo� - ---------— ,� TO OF SOUTHOLD BUILDING DEPT. roum, 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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 R A KS: itkzovlz- -0 VA � DATE 1 ° Y INSPECTO �pF SOUTyO# TOWN OF SOUTHOLD BUILDING DEPT. °`ycouNn��' 631-765-1802 1 NSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ V6UNDATION 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 RE RK Ap DATE 1 SC YY INSPECTOR �OFSOUjy�# p t TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: .zW46aAk AAVAY DATE ZOY'L INSPECTOR 4, ,g 1cll aOF SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ XFINAL H PLBG. [ ] FOUNDATION 2ND [ ATION/CAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] COD VIOLATION [ ] PRE C/OJJ [ ] RENTAL REMARKS: l t/ �C44 &�eavk64e-�� Q� J r ' DATE INSPECTOR REPORT DATE COMMENTS .UN(1ST) D •L ✓ Q� 0 k- FOUNDATION(2ND) a z a1 ri ix ° Goll � _ olL y ROUGH FRAMING& PLUMBING $ 1US\Al Al CAU _ r INSULATION PER N.Y. y STATE ENERGY CODE l _T. G FINAL r ADDITIONAL COMME TS 0 11 z' Ab CvYh, ( 03 0 s- o ,a ;a64 r 1 1 b rr �Q �o x x d b H o�osu>F�i�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT ya; 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 For Office Use Only PERMIT NO. �NlljBuilding Inspector: JUL G S 2022 BUILDING DEPT. Applications and forms must be filled out in their entirety. Incomplete TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 3,j 8 , 202_7 OWNER(S)OF ROPERTY: Name: l�L �c746 � 1�r, SCTM#1000- 3 Project Address: wy . 1\ ,5a Phone#: LJ G 4`7 - L.(r,.{ _ q c1 5' Email: Mailing Address: � e�, �C\ o Nu It! 96 CONTACT PERSON: Name: EA L V L0.S Mailing Address: i?Q q S )�``� k\9\A-Z Phone#: 631- 69Z - S7356 Email: v�SvJu,��� �6n\,%1) 0t DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: -&6c> Phone#: G-5\ , 77c/ 3SS Email: ka:�k CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: TFm7i DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure XAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 65L6�0e©CD Will the lot be re-graded? ❑Yes TrNo Will excess fill be removed from premises? Yes ❑No 1 PROPERTY.INFORMATION / Existing use of property: � \� � �1` \, Intended use of property: 51 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Tf 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 210A5 of the New York State Penal Law. Application Submitted By.(print name): �`` c� Authorized Agent ❑Owner c�C L�9 S .-- -- -- - -- - - - - - -- - - _ -4 - - Signature of Applicant: Da te• - ZZ STATE OF,NEW YORK) S : COUNTY OF S ) F—�)L.) 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 yIN) iaroju of J01 2Q�+a. NotaryPublic TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2-' � residing at 1Sa (�e,Rge +��(7 �(`�JC , Z'Jf Q- 'XX Ac n AW `\5 `�G do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. At Owner's Signature Date Print Owner's Name 2 BUJLDING DEPARTMENT- Electrical Inspector O\QS KCMG '` TOWN OF SOUTHOLD r"i�� yam► . ,Noy 4,9 2fi92 FTown Ha1Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ti r ® OlIZY Telephone (631) 765-1802 - FAX (631) 765-9502 flp roaerr cDsoutholdtownny.gov seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required), Date: —j�- Company Name: C—OoqAj,� Electrician's Name: Aq A qc90 hP License No.: Elec. email: Elec. Phone No: / /S7 1 request an email copy of Certificate of Compliance Elec. Address.: (f g© F-FiiG4c JOB SITE INFORMATION (All Information Required) Name: . AxvLpAddress: 6e Cross Street: ,�iy .�t,,i 1-4 Phone No.: Bldg.Permit#: 9 email: Tax Map District: 1000 Section: Block: Z Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 141p,,l Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [RNO 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 Pole Work done on Service? DY RN Additional Information: PAYMENT DUE WITH APPLICATION us coo t VFFa1,l-' �.�^ - BUILDING DEPARTMENT- Electrical Inspector COGy . � � � TOWN OF SOUTHOLD _ Town Hall-Annex - 54375 Main Road - PO' Box�11�79 . Southold, New York 11971-0959 • d� 'T t '`` - Telephone (631) 765-1802 - FAX (.631)_765-9502 rogerr(a�southoldtownny qov - seand(ab-southoldtownny.gov-1 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Company Name: O A-i,� kkLa_�t216LZC� Electrician's Name: cP License No.: Elec. email: Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: (� Fep '` JOB SITE INFORMATION (All Information Required) Name: A/. Address: L Cross Street: j� elm y Phone No.: Bldg.Permit#: C email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE [Please Print Clearly): t/ 'Square Footage: d Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final Do you need a Temp Certificate?:' F-1 YES �O Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New ServiceQFire ReconnectFFlood Reconnect OService Reconnect OUnderground00verhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION us 0 PERMIT# Address: Switches 1W JA 1 Wkl-. 11 Outlets GFI's (1 1 [ 1 1 Surface Sconces ( I 1 HH's UC Lts Fans 1 Fridge HW Exhaust Oven W/D' Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service. Amps Have Used Special: Comments i' S.C.T.M. NO. DISTRICT. 1000 _ SECTION: 144 BLOCK: 2 LOT(S):3 j ® LE lUi I C II l JUL - 8 2022 BUILDING DEPT. I TOWN OF SOUTHOLD I MAIN ROAD DWELLINGS W/PUBLIC WATER -I-I 150' I LOT 84 O� PROPOSED EXISTING OUTDOOR SHOWER 4x4' PATIO AND 6700P 04 F~ c_o �N 69°21'34-' E OUTDOOR SHOWER TO BE DEMOLISHED y�00D RAIL FO OO' 0-6' 0.1'N EL 18. Z: J �,S EL 17.6 '• '...:.:'.:.. 0.6'E Q U O �0.6'E EL 17.8 DRY N.SHED BILCo 10.1'. ---� O 12.2 ..'. o LAND N/F OF EL 18.2 �' '::" , '-,-;',.I'; JANICE DUFFY ..• 3.1' Ln DWELLINGS /NF�� w ,. N' '16.1 =: :: :. :;::c PROPOSED 20'x24' ER WATER SERVICE :8.0 '��f � ADDITION W/PUBLIC WATER — . . — . :.EXISTING L� o 150' - Q W '•. '. '•..'•..1 STY FRAME:::: �•' '�L N DWELLINGS 4 - ::.:::::.:::;:. 12'; W/PUBLIC WATER CONC. WALK DWELLING. : : 12'x12' rv:•.:•.:..:•:;•::•: 1175. :•:. %'�' i�l.',� W -.•. .. .. . # PORTION OF EXISTING 150 FFL 19.4 : HOUSE TO BE DEMOUSHED00 _ r�,\ w o _ o 26.2'.:: 58.6' � O E 18.0 EL 17.5 I / � �I o0 L.P. EXIST. SEPTIC r^ \� ASPHALT DRIVEWAY ��, -� EL 16.50 l! 0.3'N T MR 1.3'W U 0.3'E N 69022'N4-'\ WOOD RAIL FENCE 140.00' LAND N/F OF ' DWELLINGS CAROL PALMIOTTO LOT 82 W/PUBLIC WATER 150' REVISED 06-10-22 LOT COVERAGE THE WA7ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL EXIST. HOUSE: 877 S.F, LOCA77ONS SHOWN ARE FROM RELD OBSERVA77ONS ENT. SHED: 100 S.F. AND OR DATA OBTAINED FROM OTHERS OUTDO ENT. SHOWER: 16 S.F: AREA: 7,000.00 SQ.FT. or 0.16 ACRES ELEVARDN DA7UM: NAVD88 ( TOTAL EXISTING: 993 S.F. or 14.2% UNAUTHORIZED AL7ERA77ON OR ADDIRON TO THIS SURVEY IS'A WOLA71ON OF SECRON 7209 OF 7HE NEW YORK STAIR EDUCA77ON LAW. COPIES OR THIS SURVEY EXIST. HOUSE: 877 S.F. MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARAN7EES INDICA7ED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE 777LE COMPANY, GOVERNM€NTAL AGENCY AND LENDING INS71YU77ON DEMO PORTION OF HOUSE: -144 S.F. US7ED HEREON, AND 70 THE ASSIGNEES OF 1HE LENDING 1NS777U710N, GUARAN7EES ARE NOT TRANSFERABLE PROP.- ADDITION: 480 S. . 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE 7HEREFORE 7HEY ARE NOT IN7ENDED 70 MONUMENT THE PROPERTY ONES OR 70 GUIDE 7HE EREC77ON OF FENCE$ ADD/RONAL S7RUC7URES OR AND OTHER 1MPROVEMEN75 EASEMENTS OUTDOOR SHOWER: 16 S.F. AND/OR SUBSURFACE S7RUCR/RES RECORDED OR UNRECORDED ARE NOT GUARAN7EEO UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE RME OF SURVEY SURVEY OF. LOT 83 CERTIFIED Tp: RICHARD & CHARLOTTE MERLO; TOTAL PROPOSED: 1229 S.F. or 17.6% MAP of AMMENDED MAP OF MATTITUCK PARK FIDELITY NATIONAL TITLE INSURANCE COMPANY; DRAINAGE CALCULATION PROPERTIES INC. nLm:JAN. 12, 1926 No. 801 sawm Ar.LAUREL i PROP. ADDITION= 480 SQ.FT. TowN OF: SOUTHOLD 480 x 0.166= 80cf SUFFOLK COUNTY, NEW. YORK KENNETH M WOYCHUK LAND SURVEYING, PLIC Professional Land Surveying and Design (1) 6'DIA x 4' DEEP DRYWELL= 89cf PROVIDED W P.O. Boz 159 Aquebogue, New York 11931 FILE # 222-26 SCALE: 1"=20' DATE:MARCH 1, 2022 M Y. , USC. NO. 050882 PHONE (691)298-1588 FAX(891) 298-1688 j i S.C.T.M. NO. DISTRICT. 1000 SECTION: 144 BLOCK: 2 LOT(S):3 a09- >And� �� MAIN ROAD +I I LOT 84 PROPOSED ~ 4x4' r 0.6' N ^+ OUTDOOR SHOWER 140.00 .6 EL 18. �/N 69021'34" E WOOD RAIL FENCE 0.1'N z. 3'S 0.6'E EL 17.6 '•' '' ''•.'=:. 0.6'E EL 17.8 DR N.SHED e►Lco wELL ,2'.' o LAND N/F OF �i ."." �/ o JANICE DUFFY ''� EL 18.2 x'20%0'' 3.1' O FOUNDATION LOCATION WATER SERVICE :8.0' :'FISTING NOV.25,2022 ' ¢ W ••. :�1STY FRAME:::�, 4 CONC. WALK °' : DWELLING. N':: •' '•' '' '' '�i'� 'i'�i W .• #1175 :• ' _ c V '�,R —� : • : FFL 19.4:.:. U.1 DD 27 rte_ :8.0'::N::::: : .. •. 0 _ :: :. . .::26.2'..:'��x.20.0' 58.6' N �•L•� FET1 8.0 EL 17.5 CN ` ; LP. D(ISL SEPTIC ►�1 0 ASPHALT DRIVEWAY — EL 16.5 0 V 1 co EL '1 8 0.3'N r k ^ 1.3'W v 0.3'E N 6902'34- WOOD RAIL FENCE 140.00' LAND N/F OF CAROL PALMIOTTO `\ LOT 82 FND LOC. 11-25-22 REVISED 06-10-22 LOT COVERAGE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL EXIST. HOUSE: 877 S.F. LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS EXIST. SHED: 100 S.F. AND OR DATA OBTAINED FROM OTHERS OUTDOOR SHOWER: 16 S.F. AREA: 7,000.00 SQ.FT. or 0.16 ACRES ELEVA7701V DATUM: NAVD88 TOTAL EXISTING: 993 S.F. or 14.2% UNAUTHORIZED AL7ERA7I0N OR ADD/AON TO THIS SURVEY IS A WOLAnON OF SECAON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN EXIST. HOUSE: 877 S.F. ONLY 70 THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE 7I7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON DEMO PORTION OF HOUSE: —144 S.F. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU77ON, GUARANTEES ARE NOT 7RANSFERABLE PROP. ADDITION: 480 S.F. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES 701 THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE,ERECAON OF FENCES, ADDITIONAL S7RUCTURES OR AND 07HER IMPROVEMENTS EAS WENTS OUTDOOR SHOWER: 16 S.F. AND/OR SUBSURFACE S7RUCIURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 83 CERTIFIED T0: RICHARD & CHARLOTTE MERLO; TOTAL PROPOSED: 1229 S.F. or 17.6% MAP OR AMMENDED MAP OF MATTITUCK PARK FIDELITY NATIONAL TITLE INSURANCE COMPANY; PROPERTIES INC. DRAINAGE CALCULATION FILED:JAN. 12, 1926 No. 801 i STUATED AT-LAUREL I PROP. ADDITION= 480 SQ.FT. Town on SOUTHOLD KENNETH M WOYCH:UK LAND SURVEYING, PLLC 480 x 0.166= 80cf SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design (1) 6'DIA x 4' DEEP DRYWELL= 89cf PROVIDED P.O. Boz 153 Aquebogue, New York 11931 FILE # 222-26 SCALE: 1"=20' DATE:MARCH 1, 2022 N.Y.S LISC. NO. O5O8a2 PHONE (691)298-1688 FAX(691) 298-1688 All Installed replaced or repaired shall conform to Chapter 172 to �r .0®1' PL UMBF_R �;f :,;'t-�., TION of the Town Code r irk ON LEAD COPD r! °'1 ORE 4uire CERTIFICATE 01 0C(.; ?AY,/Y SOLDER USED /N K L SUPPLY SYSTEM CA ^. EXCEED 2/10 OF 1% .EA,,J APPRO ED AS NOTED DATE: W,—, COMPLY WITH ALL COD ES FEE: _ r Y: ^ NEW YORK STATE & TOW"J SDE NOTIFY BUILC!NC_, RTMEN AS REQUIPL S 765-1802 8A�; 4 `r,,; AT D AND C.GND1TIC ��� DEERKOSKI, PE FOLLOWING II��P;_;�Ti';�t S: 1--CR THE '(` � ` nr� TI I. FOUND ^' phone: (631) 298-7116 FOR TI�Op�N - Tvd�� �;(r00RED FOR POURED C"-) : iitTe 4VG' '' 1 it 7 CV�FU I. ROUGH - FRA'v'.'VCa & PLUFeiBING 3. INSULATION 5`�' ''v��" TFJSTE: , 4. FINAL - CONS:TF 1!_~;,ON MUST BE COMPLETE ALL CONSTRUCT!f";, 'ALL MEET THE REQUIREMENTS OF Tri-' RETAIN STORM WATER RUNOFF Y STATE. NOT RESPONSIBLE SOFF R PURSUANT TO CHAPTER 236 DESIGN OR CONSTRUCTION ERRORS. or`THE TOWN CODE. -PLUMBING , EAST ELEVATION 0 N A,WATEMBINE WASTE " - 11 &�WATER'LlNES NEED.. r V SCALE: 1/4 - 1-0 OCCUPANCY OR ►t G, > R C0VERl Z� PAuprov>< . M u als USE IS UNLAWFUL ELECTRICAL , J and a : p_r INSPECTION' REQUIRED NYS En r � ode ITHOUT CERTIFICAT;� OF OCCUPANCY DO NOT PROCEED WITH:,. FRAM.NG UNTIL SURVEY w OF FOUNDATION LOCATION r 1 HAS BELE-N,APPROVED. v p� Q 0 z cv — W a ~ � O � E-4 �a � E-4 w k NORTH ELEVATION DY- SCALE: 1/4" = 1'-0" 'dam `QD"G Ej Ir : II BUILDING D,'---PT '10 nA!'OF SOLlT TOLD DRAWN BY: JD HEII 6/14/2022 SCALE: SEE PLAN �o NEWL. SHEET NO: tDFC °�p SOUTH ELEVATION SCALE. 1/4 = 1 -0 sk 24'-0" 8'-4"WALL HEIGHT(8'-0" FINISHED) Y-10" 20'-2" 71-011 (2)2X8 ACQ GIRDER�01 2X6 ACQ 1211dia I DJ @16"OC CONC.PIER ___3'BELOW GRADE I ---------------- ------- ---------------------- �' D a I 1 � I C) ° 12'-2%" m JIM DEERKOSKI, PE 1 I 2X10 DF#2 FJ(@16110C I= X10 DF#2 FJ 16"O p 631 hone: 298-7116 JN _ � i LL Q 1 J - 1 _I _ C 0 INSTALL SOLID BLOCKING I `� p I i BETWEEN JOISTS AT CANTILEVER 1 m ui I 't I w S 2 In 1 I ' p I In I I_ e U- I g RECREATION �N LL Q 1 z ' I o 1 1 o = 1 DBL FJ CANTILEVER LALLY COLUMN ON ^� C7 2'X2'Xl'CONC.FTG I I W u N w I 1 1 1 w J LD Q I 0 I I= I LO A ---.. AB � � � 1 J ( JiC � OO 2 3 OUTDOOR Co75D I 00 N BATH 2 3 ' SHOWER � m I I TO CONNECT o (2)2X10 DF#2 'x 5'-0" 1 1 TODRYWELL I > � �,�„ _ a , 1 I �V I , I� ♦ 1 1 1 1 1 1 1 1 1 1 1 1 T \ Tn 1 I 1 1 1 I 1 1 1 I 1 1 1 � 1 ' --- ---- ---- ------ --- -------' ---- ' ♦° 1 1 1 1 1 1 1 1 1 IUP 1 J I c+'1 O 1 ', / p ' 1 1 1 1 1 1 1 1 1 1 1 i -- - _ _ ACESS 1 I `- / / UNDERPIN EXISTING WALL #4 REBAR t NDERPIN EXISTING WALL #4 REBAR O O !' #4REBAR @12"OCo @12"OC n/ @1211OC / / - __ - EJECTOR SOLID-CORE DOOR PUMPi WITH WEATHERSTRIPPING /AI4r 51 „ , , 11 1 11 AND DOOR SWEEP TO CODEAle 4 /� 3-10 8-2' 8-2 3-10 r t w EI. O .� TW210310-2 FWG60611L TW210310 2 / I H 2)2X10 HDR (2)2X10 HDR (2)2X10 HDR rl r PROPOSED FOUNDATION PLAN W SCALE: 1/4" — V-0" 0 0 DIRECT VENT FIREPLACE AS SELECTED BY = m OWNER.ADJUST FRAMING PER - — — — — — — — — — — — — — — — — — — — — — — — — — = o INSTRUCTIONS FROM MFGR. LLJ N N H K _ _ _ _ _ _ _ _ _3X8 COLLAR TIE_@48"OC X N N _ Q LIVING ROOM CD - — — — — — — — — — — — — — — — — — — — — — — — — — - 7/ L,.1 w A A 23 23 O R - - - - - - - - - - - - - - - - - - - - - - - - - - _ DRAWN BY: JD ---- - - I t DN 1 1 1 1 1 1 1 1 1 I 1 1 1 6/14/2022 11J 4'_0" I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 6'-6" SCALE: SEE PLAN 2'-10" °� SHEET NO: R CO �k• `vti:v j �O �� PROPOSED FLOOR PLAN S , SCALE: 1/4" = 1'-0" 12 5 2X10 RR 6D16"OC JIM DEERKOSKI, PE ROOF AREA:589 SF phone: (631) 298-7116 o_ @ 100%RUNOFF,2"/HR:99 CF INSTALL GUTTER WITH DOWNSPOUTS CONNEC TO 8'dia.X 4'deep DRYWELL 00 (CAPACITY:169 CF) ti x (12 v M 5 A A 23 12 23 2X10 RR @16"OC 5 I I 1 I 1 I 1 I I 1 2 �1 A�TFO U � cn w z c,v w M x ROOF PLAN W SCALE: 1/4" = 1'-0" O E � [� - - — - — - — - — - — - — - — - — - — - — - - w � 1-3/4X11-7/8 12 ASPHALT ROOFING ML RIDGE 5 #1S FELT@16 O 1/2"CDXSHEATHING 3X8 COLLAR TIE @48"OC OVERHANG TO MATCH EXISTING m io r-I O 0o OUTDOOR SHOWER 3/4"SUBFLOOR — _ _ DRAWN BY: JD X10 FJ @16"OC (2)1-3/4X9-1/4 — – – ML FLUSH BM ; SHOWER DRAINAGE d 6/14/2022 I to TO CONNECT TO 1 •1 O • DRYWELL WITH •• ,• I V 4"ADS PIPING ,. ,. EGRESS ;' SCALE: SEE PLAN m D �• '•• WELL I Lij SHOWER POSTS TO • BO _______ BE ANCHORED TO d - NEIN + 8"dia.CONC.PIERS ' of Y SHEET NO: • b 8"PC WALL DAMPPROOF 4"CONC.SLAB Lu 16"XS"CONC.FTG �O ?50 �Z Q A CROSS SECTION A (2)#4 REBAR lot) 2 3 SCALE: 1/4" = 1'-0" cGenerated by REScheck-Web Software ls(i Compliance Certificate Project MERLO RESIDENCE Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: JIM DEERKOSKI, PE Construction Site: Owner/Agent: Designer/Contractor: phone: (631) 298-7116 1175 SIGSBEE ROAD MATTITUCK,NEW YORK Compliance: 0.7%Better Than Code Maximum UA: 151 Your UA: 150 Maximum SHGC: 0.40 Your SHGC: 0.30 3 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 11/2 1 1/4 flab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. �3" WCp LAv. F.A.I. �nvelope Assemblies .. IK...e..+....�..e...,..a........- F 3 11/41) F-7 Ceiling:Cathedral Ceiling X .... __,_ 480 30.0 0.0 0.034 0.026 16 12 C.O. I BASEMENT WALL:Wood Frame,16"o.c. 720 20.0 0.0 0.059 0.060 41 41 3 Window 1:Wood Frame SHGC:0.31 16 0.280 0.320 4 5 Window:Wood Frame SHGC:0.32 13 0.280 0.320 4 4 _ 4 1ST FLOOR WALL:Wood Frame,16"o.c. 594 20.0 0.0 0.059 0.060 28 29 SLOPE" 1/4" PER FOOT TO APROVED Door:Glass Door(over 50%glazing) 42 0.330 0.320 14 13 J PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM SHGC:0.26 r � aGj TRAP HOUSE Window 2:Wood Frame U` SHGC:0.31 74 0.300 0.320 22 24 Floor:All-Wood joist/Truss 480 21.0 0.0 0.044 0.047 21 23 Z O PLUMBING SCHEMATIC Eomptstatement: The proposed building design described here is consistent with the building plans,specifications,and other r ' :alculationsions submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in 2EScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. O O SCALE: NOT TO SCALE A Name-Title Signature Date u w w VJ w z Project Title: MERLO RESIDENCE Report date: 03/16/22 Data filename: Pagel of 1 0E-4 9 W rir r O Jr r FASTENER TYPE: SPACING: @ Ll @ No.B WOOD-SCREW BASED ANOIOR WITH 16"OC 2m.a4BEDf4ErTT LENGTH ® O BASED ID ANCHOR WITH ,EHBED WITH 16'0[ �LENGTH L 1/4m.d.IA(SCREW BASED ANCHOR WITH 16'OC 2m.EMBED MEM IEN(TI ® ® 3p'APA PLYWOOD SHEATHING 1rr APA RATED SHEATHING GRADEPLYWOOD (ALTERNAT1VIVE:7/16'0.&E) • ® e 1/L'APA RATED SHFiTTHING GRADE PLYWOOD (ALTERNATMVE:7/16'OSB) FASTENER TYPE: SPACING: 2X4 Olt D RAW N BY: JD Na B WOOD-SCREWSTDs BASED ANCHOR WITH 17 oc A WINDOW SILL 2m.BAB®61ENT LENGTH TYPICAL WINDOW OPENING Na ID WDoo s« s ANCHOR4 PANEL SPAN EQUAL OR SMALLER ]2..EDMBEDMENTLEENNGTT1 Ira 6/1 "/�0�,� THAN 4 FEET 1/an d..IAGSCREW BASED ANCHOR WITH 16'OC Nn EMBEDMENT LENGTH TYPICAL DOOR OPENING • SCALE: SEE PLAN PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENERTYPE' SPACING: 2-2x4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS SPED. "°B WOOD-SCREW THAN6FEET OR GALWNIMD Bars W1 WASHERS BASED CCMHORR WITH roc Aro Nuns @ r-D o.c ENT LENGTH Nn.10 WoouSCREWS TYPICAL MULTIPLE OPENINGS BASED ANO10RWN TOC � NEt y PANEL SPAN GREATER THAN 6 FEET M.EMBEDMENT LENGTH SHEET N O■ AND EQUAL OR SMALLER 1M"'Rr'��� 16'OC" RASED ANCHOR WITH THAN 8 FEET 7n.EnBEOMEHrt LENGTH ') O WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL s� AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING W 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 7(- COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL N� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Q ? 0 Q a 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. A HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. RCF" O WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS JIM DEERKOSKI, PE ENDWALL CRIPPLE STUD RAFTER WAIL STUD phone: (631) 298-7116 BOTTOM PLATE RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH/ SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 11-1/4"02" 20 a- STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR.CONNECT THROUGH / 9 / 9 2x6-2x8 L526 18ga. SLOPE HANGER PPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/THREADED ROD. ALL OPEIJINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER/LEDGER BLOCKING 024"OC WALL STUD M. THROUGH-ROOF EXHAUST \ VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD HIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION TILATON WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STARRING TO BE ATTACHED TO WALL STUDS 048'OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FR PROVIDED INTH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0"O.C. SHALL BE COVERED WITH CORROSION- ONTN. SCREENED VENT W 4" - 8" LSTA24 1-1/4"x24' 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTN. SOFFIT/EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V. INCH IN DIMENSION, r , INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL V LOCATION USP NUMBER DESCRIPTIONAPPUC ATN SOFFI TED EAVE 8' - 14" LSTA30 1-1/4'x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTON 4" - 6"RAFTER RT70 0-3/4" x 18go- TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE O A O FLASHING 4 INCHES RAFTER u BASE FLASHING WRAPS CORNERS, � \ RIDGE CAP OF SAMEIL \ \ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING �/ J SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT r_•7 � ^ WOOD JOIST W ` TOP PLATE r•' V GIRDER/HEADER v 1 1ST. FLOOR WALL SIDE WALL FLASHING P-4STAPPING TO BE ATTACHED TO WALL STUDS®48"OC MOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES-- PROVIDE HEMMED EDGES SO O v, f LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS /\ INSTALL 4'0" O.C. PREVENT CAPILLARY ACTON I :::F 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE r--4RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 5 DBL SILL PLATE f TERMITE SHIELD F SUB FLOOR SILL GASKET WOOD JOISTS r CONC. SLAB NEOPRENE TYP. CONC. FOUNDATION GASKET /�2x6/2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY VsBOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR GRANULAR FILL STEEL COLUMN1/2"DIA. BOLTS®48' o.c. STAG. f1t a a •• • \ ROOF JACK CONC. SLAB O - • STEEL BEAM ANCHOR BOLT EMBEDMENT: I� •� \, U COMPACT FILL ` °• r BO LOC KD WALLC RETE:15^ 70P AND"BOTOMTEEL PLATE KEYWAY FOOTING e V • • ROOFING LAPS e • •, �'� •- CONC. FTG. •p •C�•p ►• SL ES AND TOP WITH 1/2" x 6" ANCHOR BOLT ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASH"RS 1/2" GROUT (USP LB P558 OR BP583) p REINFORCING BARL I t 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT L SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL_ SPACE OR FOUNDATION) 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONIC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. CRAWL SPACE OR FOUNDATION) 2 STORIES 36"OC STEEL/BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC BOTTOMPTA ROOF JACKS& VENTS DETAIL / I SUB FLOOR CONIC. SLAB I DOOR FRAME 6X6 10/10 WWM COMPACT FILL DOOR JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT DRAWN BY: JD •"" 4" SLAB P.T. PLATE W/6X6 WMM \I SLOPE _ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIR /ACE' � 1 0 1 • •4 7 1 2"• _ (WITH A NAILING PLATE IF NEEDED) • '• •,'Wig'' AT END AND 4• - •• TO BE APROX. 1/2' OR HIGHER THAN • �_"_ •f S fap ES OF WOOD •A • •• STEEL BEAM TO ALLOW FOR SHRINKAGE RADE G ''""o" •*.. " = BEAMS '•0 A •0 • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6/14'/2022 a a a 12" D .C•'n �' 6X6 W.W.M. --a--c +� •0 =��1 C • ••• O••p _ MIN. • 0 •• 0 �•p �•• ^• • y `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMIM 1•O• at • IFSUBFLOOR •�,• O ` • REINFORCING BAR s NOTCH EQUALS 1/4 DEPTH OF BEAM ' O • •• II-II SCALE: SEE PLAN .0 REINFORCING BAR :. •_ O�•-s s• IST DRAIN TILE I �I • \• O •O • - 12" '• •_ SHEET METAL/30(/ FELT UNDER BEAM AT POINT �� STEEL BEA OF CONTACT WITH CONCRETE OR CONC. BLOCK i• •� i! 3" PLATE (BOL E TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) /j4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • SHIMS TO LEVEL BEAM O�- REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. tx. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT �D 1T 0 SHEET N O• BEAM POCKET "`�'• C Ips W p A �, Q Ro _ssti O WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 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. 4"MAX. L ` 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIRDERMEADER 0 io Z_ � o D POST/COLUMN Z 12"x12"x12" CONCRETE FOOTING + °••� JIM DEERKOSKI, PE . phone: (631) 298-7116 DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDEVJHEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING USE MIN.(2)1/2-DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING 1-1/2"SPACE MINIMUM HANDRAILS GIRDER POSE GIRDERMEADER ■ 0 POST/COLUMN RIM/DECK JOIST BALUSTERS o CONCRETE PIER ? " o _•>_ OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTIONHEADER/GIRDER-TO-POST CONNECTION w OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION r , CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS I Z PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER v PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERMEADER TO POST)COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER O FLASHING TUCKED UNDER W TOP PIECE OFSIDING AND O O LAPPED OVERR FIRST CONTIN. GIRDERMEADER 0 PIECE OF SIDING BELOW UNDISTURBED SOIL F� W 2-1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON z CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED) H LEVEL BASE STAIR TREAD o o FIT CONSTRUCTION TUBE AND PLUMB w POST/COLUMN ° BRACE TUBE wJ RIM BOARD o FILL AS PER MANUFACTURES INSTRUCTIONS ' ■ ' ! r, r , STRINGER FLOOR FRAMING W ^ �D 2x JOISTS III=1�I=111=_=_=_=_=_=III= = H -III=III III III III III III III III-11 O BLOCKING FOR JOIST HANGER In ~ POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p p A�J LOCATION USP NUMBER I DESCRIPTION APPLICATIONo' W RIM JOIST/BD. n J 4x4 SOLID COLUMN PBS44/PBSE44/KC44 1POSTCAPANCHOR I APPLY TO EACH COLUMN �• DISTURBED/POOR SOIL 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR I APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR w STRINGER TO DECKIPORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR IAPPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB FILACE TUBE L AS PER MANUFACTURES'INSTRUCTIONS =I=ll=11=a=11=u=11=111=IIR III=III_III=III-III=III-III-III=III=11 STRINGER @16• C )THRU- WOOD JOIST JOIST BOLTS T a CONC.PIER FOOTING P844 POST ANCHOR "�' PIER BIGFOOT SYSTEMS FOOTING FORM 0 16"TREAD GIRDER/HEADER �.' IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN GMDE • COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS (AS REQ) CSUB �' WOOD JOIST GIRDERMEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT (AS Rt?q PRESCRIBED IN THE CODE. •'v R•m". ''o: DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT T-0" 4••` CONC. PER PIAN 9" PIER ;;q-; FLUSH JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT o ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. 9 4 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH •v a�;• THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. 101ST TO GIRDERMEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST D RAW N BY: ID HANDRAIL NOTES: DECK& PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE 6/14/2022 All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. GROUN WIND SEISMIC FROST WINTER ICESHIELD JOINT DESCRIPTION NAIL NAIL NOTES or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. FLOOD SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMENT QTY. SPACING LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOIST TO: PER TOE p 1).Type I.Handrails with circular cross section shall have an 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts 4-8d COMMO SCALE: SEE PLAN outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. 20 PSF 130 B SEVERE 3 FT. 11 NONE BRIDGING EACH TOE than 2 inches.If the handrail is not circular it shall have a g TO HEAVY MODERATE 2-Sd COMMO perimeter dimension of at least 4 inches and not greater TO JOIST END NAIL Posts P . osupporting idshall banchored t12" 12" 12"thick tfooting.ng grers sae ancoreo a xxcconcrete oong. than 6-1/4 inches with a maximum cross section of 3) BLOCKING EACH TOE dimension of 2-1/4 inches. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings ShallCODE 2020 IRC,2020 NYS UNIFORM FIRE AND BUILDING CODE TO JOIST 2-Bd COMMO END NAIL be 4 ft.below grade. SHEET N O■ BLOCKING TO: EACH TOE 3-16d COMMO L' 2).Type II.Handrails with a perimeter greater than 6-1/4 SILL OR TOP PLATE BLOCK NAIL '\ 4).Deck joists to have blocking at 8'0 o.c.. p(_ t'R inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE ) sides of the profile.The finger recess shall begin with a 3-16d COMMO Uj P g g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL <• , distance of 3/4 inch measured verticallyfrom the tallest SOIL COMPACTION: Ledger to be fastened to building with 1/2°dia.bolts with washers and nuts JOIST ON LEDGER PER TOE portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# TO BEAM 3-8d COMMO JOIST NAIL r— ° , LU 10 inch within 7/8 inch below the widest portion of the CAPACITY. C) W profile.The required depth shall continue for at least 3/8 6.Concrete piers shall be a minimum 6"above rade. BAND JOIST PER END Cn Y P q P ) P g 3-16d COMMO inch to a level that is not less than 1-3/4 inches below the 2).NEW FILL NS R CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL TO JOIST JOIST NAIL - tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored CONDITIONS PRIOR 70 FILL REMOTE AND ADD ADDITIONAL FILL AS NEEDED. s BAND JOIST TO: PER p F ?�, to girder(s). 2-16d COMMO TOE NAIL � handrail above the recess shall be 1-1/4 inches to a g () SILL OR TOP PLATE FOOT maximum of 2-3/4 inches.Ed p es shall have a minimum 3).COMPACTION OF NEW FILL SHALL LEAST 95%PROCTOR DENSITY(PER ASTM D 6V6 Edges 8).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THESOIL LI AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL NNIL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION QN SPACING NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH • TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 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 B'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE l0'WALL:4-8d COMMONJCIST TOE-NAIL JIM D E ERKOS KI, PE 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 State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)8301.22.2 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 LIP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA80 phone: (631) 298-7116 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 33c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC L4P NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER STUCCO) L/360 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 EACH TOE CONCRETE WALLS(6"FIRE ESCAPES 4o THICK) BS CEILINGS(GYPSUM) 1/240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON GUARDS AND HANDRAILS 200 SIP WALLS )p ALL OTHER STRUCTURAL MEMBERS 1/240 accordance with table 3.3. TO RAFTER END NAIL GUARD IN-FILL COMPONENTS 50EXTERIOR WALLS PLASTER,STUCCO) H/360 RIM BOARD EACH END EXTERIOR WALLS(BRITTLE FINISHES) Hl140 3).Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(8301.5)PER 20 SQ.IN.2000Ibt (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION TO RAFTER 2-16d COMMON EVD NAIL PASSANGER VEHICLES so NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) W120 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 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) U600 0 NOTES ROOF SNOW LOAD 2o 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 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 33b.When steel straps are lapped under the JOINT DESCRIPTION QTY. STAGING 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 TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONLOAD 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 TOP PLATES AT JJINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. comers. 4-16d COMMON INTERSECTIONS E4.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2-16d COMMO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 8314 NYS. attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and 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"D.C.at panel HEADER TO 15"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. 16d COMMON SMOKE&CO2 DETECTORS) such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRI length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER DERLAELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNRE REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2.All footings to rest on undisturbed(virgin)soil. g p p NAIL NAIL g g ) interior Allowable s are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO r , QTY. SPACING 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 2.4.4.2 and 2.2.4 respectively. v 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 1JIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ZO Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE A ` 4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES ;r}( Any g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST .ND NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O. Sd COMMON @ 6"O.C. SEE NOTES:1,3 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST :ND NAIL O ^ O poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs )• BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"0.(. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) H to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and SILL OR TOP PLATE 3-16d COMMO B-OCK NAIL NOTE:2 FOR PANEL FIELD �J 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge w W 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 to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON attached with the above requirements. TO BEAM JOIST NAIL �"•�•il v, F--I NOTES 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE 3-Bid COMMON L=. � 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. 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 3-16d COMMON PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL _ ` V 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, v 2).Girders for deck joists to BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. UJ 8).Drainage as required by current N.Y.S.Residential Construction Code. bolted to each post with washers and nuts. 2-16d COMMON 1'■�7 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 F� FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. " GriO2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. r^ r For framing members with<0.42< <0.49,the nail spacing shall be reduced to 6 inches o.c. V J r'I 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 I NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QT'- SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For ::E 1,._4 �' below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. L ` 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. I I WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ria-1 -1 Douglas Fir. 4).Deck joists to have blocking at 8'0 D.G.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD W 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION TY SPACING SEE NOTES:1,3(BOTH FIELDS) Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts Q 4'EDGE ZONE 8d COMMON @ 6"O. Sd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS 10INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 WALLBOARD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. "O.0.FIELD openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES 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 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL G THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as atypical building. STRUCTURAL AS PER TABLE 1.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall h'P� g• 8d COMMON 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"0.C.EDGE 6d COMMON2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD O.C.FIELD Floors to have ceramic file 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 D.C. on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 1).PROVIDE 5/8'TYPE-X SHEEfROCK FIRE STOPPING AT 1010 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 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 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.FDG: EGRESS OPENINGS MIN.5.0 3Q GRADE FLOOR 3).INSTALL 1-CD2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 8d COMMO (5.7 SQ.FT.2ND.FLOOR) 1"OR LESS 12"O.C.FIELD MIN.44 SILL-AFF 9).Provide blocking/bridging in floor joists at 8'0 D.C..Use solid blocking in floor joists NOTES NYS Residential Code 8302.11-FIREBLOCKING REQUIRED • under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblod(ing shall be provided to cut off all concealed draft openings(both vertical and horizontal) NOTE: and to form an effective fire barrier between stories.and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Rrebiocking shall be provided in wood frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions.Including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment Supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 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 using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3)•HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 0.TO V FILLY E IS I LEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at sociis. ■ JD 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. DRAWN B ELECTRICAL NOTES: members shall capacities. or structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor az per manufacture's instructions. such as shear gates,shall be used to maintain load ail. 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR under stain shall comply with current N Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. P P 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 2).When wall sheathing is continuous over connected SOIL AT Y LIFTS FESSI NA CONTRACTOR TO HAVE FILL 4).1,openings around vents,pipe and dugs at ceiling and Dor level,to mist the free passage of 6/14/2022 /i d/2 O 22 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. V 1-r ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall bed i ermte p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblodsing of chimneys and fireplaces,as required by mrrent N.Y.S.Residential Code. tohave regular 1/2"sheetrock.All walls to be taped and finished. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SU(FLOOR.IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SCALE: SEE PLAN approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to JIXTIRIOR FIBAHERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL CAPS Uc AND BASES.USE WITH FLASHING PS TOO /� (�E- t C:�/ SHEET N COVER TOP NO: DE R 0 �� - C(- r Iwo LU ZC5 LU to 2 RU S10 P