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HomeMy WebLinkAbout47629-Z zap �o�OS�FfOL ON Town of Southold 5/12/2022 �4) P.O.Box 1179 53095 Main Rd l ��o� l�t Southold,New York 11971 'A��y CERTIFICATE OF OCCUPANCY No: 43067 Date: 5/12/2022 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 440 Longview Ln., Southold SCTM#: 473889 Sec/Block/Lot: 88.4-53 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/7/2021 pursuant to which Building Permit No. 47629 dated 3/31/2022 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: as-built interior alterations to existing singley dwelling as applied for. The certificate is issued to Rabkevich,Kristie&Amato, Sharon of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47629 4/29/2022 PLUMBERS CERTIFICATION DATED L rho iz d Signature o�suffQ'� TOWN OF SOUTHOLD y BUILDING DEPARTMENT C21 a 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#: 47629 Date: 3/31/2022 Permission is hereby granted to: Rabkevich, Kristie 906 Mayer Dr Wantagh, NY 11973 To: Legalize as-built interior alterations to existing single family dwelling as applied for. Additional certification may be required. At premises located at: 440 Longview Ln., Southold SCTM #473889 Sec/Block/Lot# 88.4-53 Pursuant to application dated 12/7/2021 and approved by the Building Inspector. To expire on- 9/30/2023. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $684.00 CO-ALTERATION TO DWELLING $50.00 Total: $734.00 Building Inspector pF SO(/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devline-town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kristie Rabkevich Address: 440 Longview Ln city:Southold st: NY zip: 11971 Building Permit#: 47629 Section: $$ Block: 4 Lot: 53 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: 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 X Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " HVAC Inspector Signature: Date: April 29, 2022 S.Devlin-Cert Electrical Compliance Form OF 50UTyO� TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: j � ��N •�*L VOIA� `� . 12 -TA&, DATE INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION(IST) y -------------------------------------- FOUNDATION (2ND) fi z �o 0 ROUGH FRAMING& y PLUMBING � 1 INSULATION PER N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS c O � o Wz- � y x d b y �o�5ufolxc .. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 o>® as Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Onl Y i LJ E C .E D " E PERMIT NO. 417 Building Inspector: DEC ���� u BUILDING DEPT. Appl cat►ons-and forrns must be filled out to their entirety'Incomplete„ TOWN OF SOUTHOLD t applications will natbe'accepted Where the Applicant isnot the owner,an Owner's Authoraaton form(Page42)shall be completed Date: OWNER(Sj QF PROPERTY � � " h S� Name Krlstle Rabkevlch SCTM#1000- --------- �j Project Address:440 Longview Lane, Southold, NY 11971 Phone#:516-319-3146 Email:Basia23@optonline.net Mailing Address:906 Mayer Drive, Wantagh, NY 11793 VV CONTACT PERSON � ^ k x �� fi `ti $ ' h Name:Kristie Rabkevich Mailing Address:906 Mayer Drive, Wantagh, NY 11793 Phone#:516-319-3146 Email:Basia23@optonline.net DESIGN PROFESSIONAL`IINFORN1AT101V � . � � � � � � u j- x . . : _ y .r _• ,, Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION �' Name /G Mailing Address: �...�._ .;W. ... Phone#: , Email y { r r k DESCRIPTON OF PROPOSED CQNSTRUCT101 ir I i x EI New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 0 other Floor,plan $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ONO 1 f `� �` PROPERTY INFORMATION , r Existing use of property:Residential Intended use of property:Residential 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. GD6@c16 BfD7{Aft Read ung The owner/c6ntracta a61gn professional is responsible for all drainage and storm water issues as provided by Chapter 2366tthe Town Code APPLICATION IS HEREBY`MADE to the'-Building Department for the issuancetof a Bu�ldmg Permit pursuant to the Bmlding Zone Ordinance of the Town of Southold,Suffolk;County,New Yoik and other applicable Laws;Ordinances or Regulations;for the tonstruc#ion of builtlings, addlt�ons,alterations or for remo3al or denroltt�on as herein described:-The applicant agrees to comply with all applicable laws,ordinances,building code; housing code and regulations and°to atlm�t-authorized mspectors,on premises�and m bwlding(s)for necessary inspections False statements made herein are `. pumstabl�as aClass A�misdemeanor pursuantto Section 21U 45 of the New York State Penal Law; �' # 4 � Kristie Rabkevi Application Submitted By(print n me): ❑Authorized Agent ®Owner Signature of Applicant Date _ STATE OF NEW YORK) S• COUNTY OF �� ) Kristie Rabkevich being duly sworn, deposes and says that(s)he is the applicant (Name of individual-1 si ning contract) above named, Owner (S)he is th (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of I C!C-M 202 otary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW8306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, 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 l S�€FD.t4 1 DING DEPARTMENT-Electrical Inspector O TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road - PO Box 1179 `NGpENpLO Southold, New York 11971-0959 �� eNoF s°gelephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seande-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au information Required) Date: 11 Company Name: 0L,k Ot ;c t Electrician's Name: I. lei �3e,,n License No.: fir_ (-n�sS�3 Elec. email: dLc�� eco Elec. Phone 2✓ .I request an email copy of Certificate of Compliance Elec. Address.` 16 JOB SITE INFORMATION (All Information Required) Name: Kristie Rabkevich Address: 440 Longview Lane, Southold, NY 11971 Cross Street: Main Bayview Rd Phone No.. - 3146 Bldg.Permit#: email: Basia23 CO op on ine.net Tax Map District: 1000 Section: Block: 04 Lot: 72 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Existing Central A/C Unit No , kV_4C1r_ d Square Footage: I SU-V Circle All That Apply: Is job ready for inspection?: YES❑NO Rough In F Final Do you need a Temp Certificate?: 1-1 YES Z NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# F1 New Service[]Fire ReconnectOFlood Reconnect❑Service Reconnect QUnderground averhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLIGATION pdw 2 ss'-m 24'-9 1/2' 19'-9 I/2' I Y-5" Z Z O V) O � 7- cn Qav QLL C e ri � LL. o LL_ FAMILY ROOM Ch LL z 10 h r z 0 4'-9" 4-41" , PASS-THRU Z r— H FAN . CLO L.L_ ,2,Z„ 3�_l,� ._1r. H W CLO ° 13'-8" 3'-1 D' ) < BATHRM. D/ Aso c MECH.RM. § BEDROOM O KITCHEN so NICK MARKS Zv SD CN � ❑ o w PROJECT DETAILS: PANTRY R/F CLO FAN BATHRM. N 0 I c SD SD SD O�N— ®EC 0 1 202 U00 CD^ BUILDING DEPT. Z` TOWN OF SOUTHOLD N BEDROOM OM ti BEDROOM iv X N LL.I 1 LIVING ROOM qt�EDRI it P 10'-r DRAWN FOR: 440 LONGVIEW LA. CLO SOUTHOLD,NY SIM:1000-88-0433 FLOOR PLAN SHEEP: SCALE: 1/4!' = 1'-0" A (1,881 SF) 9'-11�� 2'-41/2' 4'-S' ,5'_B" 14'-21/Z' 19'-2 IIT 21'-2 I/2' 14'-7" DATE: 71.0821 ALL SHEATHING TO EXTEND TO TOP OF TOP LOCATION DESIGN LIVE LEGEND W PLATE LOAD, PSF NEW FOUNDATION 6WB TO COMPLY WITH 8102.1, R-702.3, TABLE _ (PER R301.5) NEW PARTITION R"102.1 (2) NON-SLEEPING, ROOMS 40 - SLEEPIN6 R DM5 30 _ _ _ _ _ EXIST. PARTITION DEFLECTION OF ALL MEMBERS COMPLIES WITH ROOF + 20 DEMOLITION PARTITION / FOUND. CLAUSE R301.1 NYS RESIDENTIAL CODE ATTIC WITH F'XED STAIR 30 I � ATTIC WIT'F? _,TORAGE 2O rjj� NEW SMOKE DETECTOR APPROVED AS NOTED OCCUPANCY OR � HARDWIRED WITH BATTERY USE IS UNLAWFUL ALL DETAILS ON THESE PLANS PROVIDE A ATTIC, WITHO! T STORAGE 10 ® BACKUP a CONTINUOUS LOAD PATH. DECKS � NEW COMBINATION OR SEPARATE ,1 aDATE:.: B p WITHOUT 6UARD5BALCON1SH�\NDRAILS 40 GO/SD SMOKE CARBON O FEE` 40 BY. THOUT CERTIFICATE 200 / MONOXIDE ICaTE BUILDER O VERIFY FIT of ALL SIMPSON ® DETECTOR(5) HARDWIRED WITH NOTIFY BUILDING DEPARTMENT AT CONNECTORS BEFORE OBTAINING THEM. DEAD LOAD YG,R ALL = 10 PSF PER 8301.4 OF OCCUPANCY _ + PER R3r�! BATTERY BACKUP 765-1802 8 AM T0, 4 PM FOR THE FOLLOWING INSPECTIONS: DE516N PRESSURE RATIN6 OF WINDOWS TO BE = I O NEW HEAT DETECTOR HARDWIRED DP-30 MIN. ALL &LAZ!'XS� TO BE HIGH PERF. ANDERSEN 400 SERIFS WITH BATTERY BACKUP 1. FOUNDATION - TWO REQUIRED - - LOW-E4 T`,'.--'v.: WITH SIMULATED DIVIDED LIGHT GRILLES. FOR POURED CONCRETE L.B. WALL LOAD BEARING WALL ALL R.R. 4 STUDS TO AU(5N TO ALLOW PROPER DOUBLE Hl-�>t::. MAX U=0.30; MAX SH&G=0.28 2. ROUGH - FRAMING & PLUMBING CONNECTION OF H2A CONNECTORS CASEMENT MAX U=0.21; MAX SH6C=o.2a T.B.M. To BE MAINTAINED 3. INSULATION SPEGIAI_r�' MAX U=0.28; MAX SHG0=030 4. FINAL - CONSTRUCTION MUST STAIR TREADS TO BE q" PLUS 3/4" NOSING MIN. d Ell POST TO BELOW RISERS TO BE MAX. 8-1/4" PER R311. NOSINS 15 HINGED FF. 'BOOR MAX U=0.30; MAX SH6G=0.21 ❑ POST FROM ABOVE AWNING MAX U=0.2q; MAX SHGG=0.28 � BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE CCiE`vI? NOT REQUIRED WHERE THE TREAD DEPTH 15 A MIN 5LIDIN6 Fl.. 200R MAX U=0.30; MAX 51-160=0.23 P.T. PRE55UiZE TREATED LY WITH ALL CODES OF of II" PER NFRC •' :�TIFIED VALUES FOR ANDERSEN PRODUGT5. JEW YORK STATE & TOWN CODES HDC, DOUBLE HOT DIPPED REQUIREMENTS OF THE CODES OF NEW GALVANIZED YORK STATE. NOT RESPONSIBLE FOR AS REQUIRED AND CONDITIONS OF ALL INSULATION TO HAVE VAPOR BARRIER '� - TABLE 8301.1 DESIGN OR CONSTRUCTION ERRORS. - 11FACIN6 HEATED AREA. ALLOW, r..,;.+= DEFLECTION OF STRUCTURAL MEMBERS V.LF VERIFY IN FIELD, IF DIFFERENT ' OUTHOLD TOWN ZgA STRUCTURE:: �-=-MBER ALLOWABLE FROM PLAN CONTACT DESI SN &LAZING WHICH 15 5'-0" OR LESS ABOVE DEFLECTION - PROFESSIONAL SOUTHOLDT06JNPLANPJI"1C,BOARD STANDING SURFACE OF TUB/ SHOWER SHALL BE Rafters hc;,.,r,7 slopes greater than 3/12 L/180 TEMPERED &LASS. with no finlel<�I ceilin attached to rafters P,( POURED CONCRETE SOUTHOLD TOVN TRUSTEES Interior wig':} end artltions H/180 �.... n JOIST HANSER W/ REQ D N.Y.S.DEC 6LAZIN6 WITH AN INDIVIDUAL PANE GREATER Floors onc' �:stered ceilings L/360 XXX CAPACITY IN LBS. a THAN ,4 S.F. AND A BOTTOM EDGE WHICH 15 LE55 All other ftr,);i.urol members L/24o JOIST HANGER W/ 600 LE3, • THAN 18" A.F.F. SHALL BE TEMPERED &LASS. Exterior w a''. ;Nith plaster or stucco H/360 TECO CAPACITY (MINIMUM) I Additional finish _ I �e ,� «•-".,".*"'"'•"'",�,"".`."""".----..-----• WOOD I-JOISTS TO BE INSTALLED IN , ' g Ii rt7'f1Ca.�1OIl ACCORDANCE WITH MANUFACTURER'S Exterior w,a ?� -- wind loads with L/240 REPLACEMENT OF EXISTING j�/jarittle finiahr:� DIRECT CONSTRUCTION, WITH LIKE KIND INSTRUCTIONS. INSTRUCTION MANUAL TO BE KEPT - wind loads with L/120 REPLACEMENT AND QUALITY, WITHIN SAME ' Y Be Required. LUMBER CERTIFICATION AT JOB SITE. Exterior wra!I° �- � ON LEAD CONTENT BEFORE flexible fln:shoe, 1 STRUCTURAL OPENING CERTIFICATE OFOCCUPANCY SIMPSON 00NNEGTOR5 MAY BE REPLACED BY NOTE: L= ept,o length, H= span height. k EQUIVALENTS. I a. The wind lc':;,: shall be permitted to be taken as O.'7 times O.T.P. OWNER TO PROVIDE + SOLDER USED IN WATER the Gompono-it, and Cladding loads for the purpose of the rdeterminin c'tflection limits herein. SUPPLYSYSTEM CANNOT MULTIPLE 50L BEAMS (MIGR.OLAM ETC) TO BE �l ' EXCEED 2/10 OF 1% LEAD. ASSEMBLED b INSTALLED PER MANUFACTURERS SPECIFICATIONS. ENERGY C,(.7)MPLIAN0E NOTE: TO THE BEST OF ALL FRAMING LUMBER TO BE DOUGLAS MY KNOY'vLMDSE, BELIEF $ PROFESSIONAL JUDGMEN FIR-LARCH #2 OR BETTER. ALL WORK UNDER TH15 �� I APPLIGAT:)1`, IS IN COMPLIANCE WITH THE 1 h�W FIRE BLOGKIN& 3 DRAFT STOPPING REQ'D PER ENERGY G,✓DE REFERENCED BELOW. 8302.11 8302.12 4 8502.2.2 OF,"�OO1N0�-a C`:.. ' STATE OF NEW YORK PLAN R11�?U I REMENTS: CODE ANALYSIS 05/20/2'2 2 B.D. COMMENTS I. THE STANDARDS USED FOR THE DE516N OF THE BUILDIN5, ARE THE 2020 BUILDING CODE OF NEW 02/05/2:2 1 FOR FILING YORK STATE (BGNYS), 2020 RESIDENTIAL CODE OF NE:%'? "ORK STATE (RCNY5), 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK 57 7E (ECCCNYS) AND 2020 EXISTING DATE: ISSUE NO. DESCRIPTION f BUILDING CODE OF NEW YORK STATE (EBCNY5). EN6IN!`=_RED DE5IGNED STRUCTURAL COMPONENTS PER ASCE -1-16 AND FLOOD DESIGN LOA--,:-; IN COMPLIANCE WITH ASCE 24-14 WHERE APPLICABLE, CONTRACTOR SHALL VERIFY ALL FIELDCONDITIONS AND i 2. THE AREA OF THE RESIDENCE IS 1,10-7.1 50. FT. DIMEN51ONI5 AND BE �Of NSJ g RESPONSIBLE FOR FIELD FIT '; �� MAN O. CJ 3. PLEASE SEE THE ATTACHED RE5check PRINTOUT FOR E,�EROY CODE COMPLIANCE. AND OUALITY OF WORK. ii ¢ 1 -p, 4. PLEASE SEE THE NAILING SGHEDI.LE PG A-5. NO ALLOWANCES SHALL BE ! 1 �' `�` G MADE IN BEHALF OF THE 1 { 7wr 5. THE COMBINATION CARBON MONOXIDE/ SMOKE DETECT,.)R AND SMOKE DETECTORS ARE 1 CONTRACTOR FOR ANY ERROR OR NE6LECT ON I ' ^..,, . , SHOYVN ON THE FLOOR PLAN. HIS PART. y 6. CONTRACTOR TO VERIFY WINDOW DOOR SIZE AND 01.1t�~N ITY MATCHES PLAN. `rte 08525 I' CONTRACTOR TO CHECK ALL[ oA w Y LUMBER TO ENSURE THAT i �aFE'SS10'0' I S I j 02/05/22 THE CROWN FACES UP I1 F BEFORE IN_TALLATON. 9 ' J., DRAFTINTIG, WC. c DRAFTSMEN4 All Wypes OI'Plans Dratted Providing The Finest In Affordable Drafting&Expediting Svc's" .'1 www.jldrafting,com 707 Suite A Route 110 • Farmingdale N.Y. 11735 i. (631) 843-1949 (718) 224-0001 Fax (631) 843-8190 ky :a NORMAN G. L.OK, P.E. I NYS LICENSE NUMBER 088525 707 ROUTE 110 Suite A-! : FARM INGDALE, NY 11735 TABLE R301.20U CLIMATIC, AND 6E06RAPHIG DESIGN CRITERIA Li .- TEL: (650-755-7c120 FINISH WORK NOTES: WIND DES16N SUBJECT TO DAMAGE FROMI AIR MEAN GROUND SEISMIC WINTE". , ICE BARRIER FLOOD INDEX TEMP FREEZING ANNUAL FAX: (631)843-81of0 ED TOP06RAPHIG SPECIAL WIND I. Trim, moldings, casings, window frames, etc. shall match existing unless otherwise noted on draw!ngs. SNOW SPEWIND-BOURNE DES16N DESie �!NDERLAYMENT HAZARDS II. All Gypsum Board walls and callings shall be taped, sparkled, ready and acceptable to Owner's painter unless otherwise LOAD (MPH) EFFECTS (*) REGION (*) DEBRIS ZONE CATEGORY WEATHER.IN6 DEPTH FROST LI TERMITE TEi REQUIRED MM M agreed to by the owner. (*) 111. Contractor shall provide wood steps to grade. Number of steps as required by code. All deck lumber to be pressure 130 1 MILE FROM treated. 20 PSF ULT. NO NO COAST 4 B SEVERE 36" MOD-HEAVY 15 F YES - - - PROJECT TITLE: 1 IV. Contractor shall provide gutters and leaders as required and shall connect them to the approved storm water drainage FIRE ISLAND system. i. V. Contractor shall seal and prime all doors Immediately upon installation to avoid warping. (*) DESIGN CRITERIA TO BE FILLED IN BY JURISDICTION PER APPLICABLE FOOT >?E VI. See table above for maximum U and 5H6C values of windows and doors that are part of thermal envelope. REScheck RABKE\/I CjH values shall supercede general notes. PLUMBING NOTES: • 1 VII. 61ass in doors, sidelights, and shower enclosures shall be sized, constructed, treated or combined with other materials as 1. All plumbing work shall be in strict conformance with all state and Iota! codes. APPROVAL STAMPS RESI DEI `GE to minimize effectively the possibility of Injuries to persons In the event this glass Is cracked or broken. 11. Hot water heater shall have a maximum temperature setting of 120 degrees F. a VIII. All new windows shall be perma-shield finish In white as manufactured by Anderson or approved equal - furnished with III. Provide water supply lines to a new refrigerator as required by manufacturers specifications. 440 LON6VEIW LANE a ! Insect screens, grilles,jamb extensions, trim. etc. with 5/8" insulated glass unless otherwise agreed to. IV. Provide insulation on ail new piping as required by code. ! IX. Window manufacturers shall certify that their products meet minimum "U" values Indicated and air Infiltration rates. V. Water,soil or waste pipes Installed in exterior walls, attics or crawl spaces shall be protected from freezing temperatures ' SOUTHOLD, N.Y. 11- C15 X. The mechanical system shall be installed In accordance with chapter 12-24 of the Residential Code NY State. by pipe Insulation with a minimum R-value of 5. g A. The plumbing system shall be Installed In accordance with chapter 25-32 of the Residential Code NY State. Please certify VI. Remove and relocate all existing piping as required to assure the proper execution of the work. that the existing H.V.A.C. can support the new addition. VII. Below ground waste lines shall be E.H.C.I. piping. XII. The electrical equipment and wiring shall be Installed in accordance with chapter 33-42 of the Residential Code NY State. VIII. Potak-)le lines shall be type "L" copper. All. The skylights are to comply with section 8308.6. IX. All gar, or oil piping required shall be performed by the plumbing contractor. XIV. The minimum Insulation thickness for H.V.A.C. pipes shall be Installed In accordance with section N1103K. X. Sanitary disposal system shall be County Department of Health Service approved for design and Installation. DRAWING TITLE: XV. The minimum insulation thickness for hot wateri es shall be Installed in accordance with section N1104.5. p p XI. Contractor shall provide hot water baseboard heat throughout at perimeter wall unless otherwise noted. ` XVI. In all framed walls, floors and roof/telling comprising elements of the building thermal envelope, a moisture vapor XII. Wator main must be -i'-0" away from the sanitary disposal system and 4'-0" deep. 1` retarder shall be Installed on the warm-In-winter side of the Insulation In accordance with section R318. XIII. See Notching and Drilling detail prior to cutting or notching any framing. XVII. Nall and ceiling finishes shall have a flame spread classification of not greater than 200 with a smoke-develpoment index of not greater than 450 In accordance with section 8315 and Insulation shall have a flame spread index of not greater GENERAL NOTES: TO BE MAINTAIN °? than 25 with smoke-developed Index of not greater than 450 In accordance with section 8316. Wall and ceiling finishes to 1. Engineer Is not responsible for job supervision. jcomply wlth R515 and 8316, NY State Res. Code. 11. Construction Is to be left open until the local building department official has visited the site and Instructed that construction XVIII. interior wall covering shall be Installed In accordance with section R'102.3 and exterior wall covering shall be installed In may continue. J.L. Drafting, Inc. Is not responsible for the scheduling of Inspections and can not be held liable for costs to j BATHROOM, HEADER 4 CLOSETS accordance with section R'I03.4. expose construction as required for Inspection. 1 XIX. Asphalt shingles shall be Installed In accordance with section RC105.2. 111. Gontroctor to verify adequacy of existing foundations, bearing walls and headers to bear new construction. ! XX. Double floor joists required under parallel partitions and all bathrooms. IV. Gontroctor to confirm that all asbestos Insulation has been removed from the premises by a licensed asbestos removal XXI. A minimum of 410 percent of the lamps In permanently Installed lighting fixtures shall be high-efficacy lamps. company before the start of construction. XXII. Simpson Strong-Tia products are specifically required to meet the structural calculations of the plan. Before substitution, V. These drawings have been prepared by or under the direction of the undersigned and to the best of the undersigned's confirm load capacity based on reliable published testing data or calculations. The Engineer shall evaluate and give written knowledge,belief, and professional judgment are in compliance with the New York State Energy Conservation Construction 1 approval for substitution prior to Installation. Code and the Residential Code of New York State effective 5/2020. DRAWN BY: DRAWING NO. VI. it is a violation of the New York State Education Law for any person,unless acting under the direction of a registered Architect or a licensed Professional Engineer to alter an Item on this drawin All alterations must be made In compliance with i N.F. CORROSION PREVENTION NOTES: g y g' p I the New York State Education Law, and Construction Code. The undersigned professional whose seal appears hereon assumes _! CHEGKED BY: New types of pressure treated lumber are much more corrosive to metals than GGA. no responsibility for any such alteration or re-used without his written consent. , The following Is req'd: VII. The liability of JL Drafting, Inc. b Norman Lok, P.E. Interrante for errors, omissions and/or negligence resulting In persona! N.G.L. I I I. All Simpson connectors, straps, hangers, etc. to be Z-Max type (6185 Galvanized) when contacting pressure treated lumber Injuries, property damage, or any consequential damages Is limited to the amount of the fee paid for these drawings. The (minimum). retention or use, of all or any part of these drawings will constitute acceptance of this !Imitation of liability. JL Drafting, Inc. d 9 50ALE: 2. If contacting AGZA or A00-0 Chloride pressure treated lumber or If used In or near waterfront locations, all Simpson Norman Lok,P.E. Interrante have no liability to persons other than the client for whom these drawings were prepared. Anyone I connectors, straps, hangers, etc. to be stainless steel type. other than JL Drafting's clients who relies on these drawings does so at their own risk. Copyright 2021 .!L Drafting, Inc. AS SHOWN 3. Z-Max may be used If double Grace Vycor deck protector membrane barrier Is provided (see www strongtie.com). VIII. The issuing and / or granting of any certificate of use or occupancy is totally and completely under the control of the DATE: PROD. NO.4. Termite shleid to be copper type. toHn,village, city or county government. Norman Lok P.E. and JL Drafting, Inc. assume absolutely no responsibility for the Issuin9 i 5. All nails Into pressure treated lumber to be double hot dipped galvanized type. and or granting of an certificates of use and / or occupancy. i 02/05/22 21-552 P PP 9 yp 9 9 y �� j : 1 • LEGEND NEW FOUNDATION '7Ti7,�riTlTl, NEW PARTITION EXIST. PARTITION DEMOLITION PARTITION / FOUND. 5D NEW SMOKE DETECTOR HARDWIRED WITH BATTERY BACKUP NEW COMBINATION OR SEPARATE 00/5D SMOKE / CARBON MONOXIDE ® BATTERYDETECTO BACKUP (B WITH © NEW HEAT DETECTOR HARDWIRED WITH BATTERY BACKUP L.B. WALL LOAD BEARING WALL T.B.M. TO BE MAINTAINED POST TO BELOW 13 P05T FROM ABOVE P.T. PRESSURE TREATED HDG DOUBLE HOT DIPPED GALVANIZED V.I.F. VERIFY IN FIELD, IF DIFFERENT FROM PLAN CONTACT DESIGN PROFESSIONAL P.G. POURED CONCRETE n JOIST HANGER W/ REO V l XXX CAPACITY IN LBS. TECO JOIST HANGER W/ 600 LB. CAPACITY (MINIMUM) i DIRECT REPLACEMENT OF EXISTING CONSTRUCTION, WITH LIKE KIND REPLACEMENT AND QUALITY, WITHIN SAME STRUCTURAL OPENING O.T.P. OWNER TO PROVIDE l COMMONLY USED RCNY5 2020 ('.ODE REFERENCES - 03/20/22 2 B.D. COMMENTS 831'1.3.1 Exceptions: ;02/05/2J155:U1r=:NO. FOR FILING 8310.5 Dwellin additions. I. 1/2-Inch-diameter (12.'1 mm) or greater steel bolts. R302.-1 Under-stair protection. Enclosed space under stairs that is accessed by a door or access panel g 2. Fasteners other than nails, staples and timber rivets shall be permitted to be of mechanically DATE: DESCRIPTION under-stair surface and an soffits protected on the enclosed side with i/2-Inch (12.'1 mm) Mere dwp elling additions occur that contain sleeping rooms, an emergency escape and rescue opening deposlted zinc-coated steel with coating weights in accordance with ASTM B 645, Glass 55 minimum. shall have walls y p shall be provided in each new sleeping room. Where dwelling additions occur that have basements, an The window .2 Window opening control devices. Window opening control devices shall comply with ASTM F 2040 3. Plain carbon steel fasteners In SBX/DOT and zinc borcte preservative-treated wood In an Interior, dry r gypsu-n board. emergency escape and rescue opening shall be provided In the new basement. The window opening control device, after operation to release the control device allowing the window to environment shall be permitted. R305."I Interior stairway Illumination. Exceptions-. fully open, shall not reduce the net clear opening area of the window unit to less than the area required R31'132 Fastenings for wood foundations. Interior stairways shall be provided with an artificial light source to illuminate the landings and treads. The 1. An emergency escape and rescue opening Is not required In a new basement that contains a sleeping by Section 83102.1. g CONTRACTOR SHALL VERIFY SECTION 831'1 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY Fastenings, Including nuts and washers, for, wood foundations shall be as required In AFPA PWF. ALL FIELD CONDITIONS AND light source shall be capable of Illuminating treads and landings to levels of not less than I foot-candle (11 room with an emergency escape and rescue opening. R31-i.3.3 Fasteners for fire-retardant-treated wood uses; in exterior applications or wet or damp DIMENSIONS AND BE N� lux) as measured at the center of treads and landings. There shall be a wall switch of each floor level to 2• An emergency escape and rescue opening is not required in a new basement where there Is an 41317.1 Location required. - locations. RESPONSIBLE FOR FIELD FIT �3-® I control the light source where the stairway has six or more risers. emergency escape and rescue opening In an existing basement that Is accessed from the new basement. Protection of wood and wood based products from decay shall be provided In the following locations by Fasteners, Including nuts and washers, for fire-retardant-treated wood used In exterior applications or AND QUALITY OF WORK. ,eP o�`�A C. . Exceptions: the use of naturally durable wood or wood that Is preservative-treated In accordance with AWPA UI. pp NO ALLOWANCES SHALL BE � �+ p R311.'1.1 Aldth. Stolrways shall be not less than 36 Inches (414 mm) in clear width at all points above the wet or damp locations shall be of hot-dipped, zinc-coated galvanized steel, stainless steel, silicon bronze MADE IN BEHALF OF THE s I. A switch !s not required where remote, central or automatic control of lighting is provided. ti 1. Wood joists or the bottom of a wood structural floor when closer than 18 Inches (45-1 mm) or wood or copper. Fasteners other than Halls, staples and timber rivets shall be permitted to be of mechanical I l q g p permitted handrail height and below the required headroom height. The clear width of stairways at and girders when closer than i2 inches 305 mm to the exposed round In crawls aces or unexcavated area p p p y CONTRACTOR FOR ANYy i 2. Owner-occupied dwellings not; supplied with electrical power In accordance with Section E34012.1. g ( ) p g p de deposited zinc-coated steal with cootie wol hts In acce�donco with ASTM B 645, Glass 55 minimum. ERROR OR NEGLECT ON 8303.8 Exterior stairway illumination. below .hos handrail height, Including treads and landings, shall be not less than 311/2 Inches ('18.1 mm) where p 9 g located within the periphery of the building foundation. 831"1.3.4 Fasteners for fire-retardant-treated wood user: In Interior applications. HIS PART. tifictal light source located at the to landing of the a handro;! Is Installed on one side and 2-i Inches (648 mm) where handralls are installed on both sides. 2• Wood framingmembers tho' rant on concrete or mason exterior foundation walls and are less than 8 _ _r pp s Exteriors x terior shall ay providedproviding with an t g a P g Exception: The width of spiral stairways shall be in accordance with Section R311.7.10.1. Fasteners, Including nuts and washers, for fire retardant sated rood used In interior locations .hall be CONTRACTOR TO CHECf4IALL stairway. Exterior stairways providing access to abasement from the outdoor grade level shall be fa,� Inches (203 mm) from the exposed ground. In accordance with the manufacturers recommendations. :� the absence of the manufacturers LUMBER TO ENSURE THAT provided with an artlfictal light source :orated at the bottom landing of the stairway. R311,'?_ Headroom. �ss>a - � 3. Sills and sleepers on a concpete or masonry slab that Is in direct contact with the ground unless recommendations, Section R31'i.3 5 shall apply. THE GROWN FACES UP x.eFL'o,„ Owner-occupled dwellings not supplied with e!ectr!ca1 power In accordance with Section The adrooR� In stairways shall be not less than b�feet 8 inches (2032 mm) measured verticall from the p y p R511.4 Plastic composites. pp y BEFORE" INSTALLAT;ON. 02/05/22 yy se orated from such slab io on impervious moisture barrier. E34012.1• sloped line adjoining the tread nosing or from the .loot surface of the landing or platform on tTnat portion 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less than Plastic composite exterior deck boards, stair treads, guards and handrails containing wood cellulosic or 8310 EMERGENCY ESCAPE AND RESCUE OPENINGS of the stairway. p g g Exee.--`•ons: . I/2 Inch (12.'7 mm) on tops, aider Lind ends. other biodegradable materials shall comply with the reals''-�sments of Section R50"i.3. 8310.1 Emergency escape and rescue opening required. 5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 SECTION 8318 PROTECTION AGAINST SUBTERRANEAN TE''.MITES Basements, habitable attics and every sleeping room shall have not less than one operable emergency !• WhcF :he nostngs of treads at the side of a flight extend under the edge of a floor opening through Inches (152 mm) from the round or less than 2 Inches (51 mm) measured vertical) from concrete steps, r JL DRAFTING, INC. escape and rescue opening. YVh�9re basements contain one or more sleeping rooms, an emergency escape which the stair passes, the floor opening shall be allowed to project horizontally into the required porch slabs, patio slabs and similar horizontal surfaces exposed to the weather. p R318.1 Subterranean termite control methods. i headra:m not more than 4-3/4 inches (121 mm). p p p In areas subject to damage from termites as Indicated b� Table 8301.2(1), methods of protection shall be O�DRAFTSMEN All Types Of Plans Drafted and rescue opening shall be required In each sleeping room. Emergency escape and rescue openings shall 6. Wood structural members surporting moisture-permeable floors or roofs that are exposed to the one, or a combination, of the following methods- open direct) Into a public. way, or to a and or court that opens to a public, way. 2. The ;eadroom for spiral stairways shall be in accordance with Section 8511.7.10.1. g y p y y p p y R311.1.,!, Landings for stairways. weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an Impervious I. Chemical termiticide treatment In accordance with Sor.Von 8318.2. v ProvidingThe Finest In Affordable Exception: Storm shelters and basements used only to house mechanical equipment not exceeding a total 9 y moisture barrier. �s4 floor area of 200 square feet. There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the 2. Termite halting system Installed and maintained In acu:rdance with the label. , q, 7. Wood furring strips or other wood framing members attached directly to the Interior of exterior 3• Pressure- reservativo-treated wood in accordance with the revisions of Section 4131"1.1. Drafting&Expediting SVCS R310.1.1 Operational constraints and opening control devices. direction of travel shall be not less than the width of the flight served. Landings of shapes other than a p P g g p p g masonry walls or concrete wall. below grade except where an approved vapor retarder Is applied 4. Naturally durable termite-resistant wood. Emergency escape and rescue openings shall be operational from the inside of the room without the use square or rectangular shall be permitted provided that the depth at the walk line and the total area Is between the wall and the furringstrips or framing members. of keys, tools or special knowledge. Window opening control devices complying with ASTM F 2040 shall be not less than that of a quarter circle with a radius equal to the required landing width. Where the stairway 831"1.1.1 Field treatment. p g 5. Physical barriers In accordance with Section R316.3 and used in locations as specified In Section 41317.1. ermined for use on windows serving as a required emergency esca a and rescue opening. has a straight run, the depth In the direction of travel shall be not less than 36 Inches (4114 mm). R Gold-formed steel framing in accordance with Sections 8505.2.1 and 8603.2.1. www.jldrafting.com p g q 9 y P P 9• g p Field-cut ends, notches and drilled holes of preservative-treated wood shall be treated In the field In Exception: A floor or landing Is not required at the to of on interior flight of stairs, Including stairs in an p 8318.1.1 Quality mark. 707 Suite A Route 110 • Farmingdale N.Y. 11735 83102 Emergency escape and rescue openings. p 9 q P 9 9 accordance with AWPA M4. Emergent escape and rescue openings shall have minimum dimensions as specified In this section. enclosed garage, provided that a door does not swing over the stairs. 8317.12 Ground contact. Lumber and plywood required to be pressure-preservative treated i accordance with Section 8318.1 (631) 843-1949 (718) 224-0001 • Fax (631) 843-8190 shall boar the quality mark of an approved inspection agency that maintains continuing supervision, testing R3102.1 Minimum opening area. 8311.'1.' Stairway walking surface. All wood in contact with the ground, embedded In concrete In direct contact with the ground or embedded and Inspection over the quality of the product and that nos been approved an accreditation bodythat Emergency and escape rescue openings shall have a net clear opening of not less than 5.'1 square feet. The wcsk(ng surface of treads and landings of stairways shall be sloped not steeper than one unit vertical In concrete exposed to the weather that supports permanent structures intended for human occupancy compiles with the requirements of the American Lumber Standard Committee treated wood ro rain The net clear opening dimensions required by this section shall be obtained by the normal operation of the in 4e, ll ches horizontal (2-percent slope). shall be a roved rossure- reservative-troated wood suitable for round contact use, except t that p q p g �I/-y �I I approved P P 9 P 8318.12 Field treatment. I RMA I� G. L0<1 P• < emergency escape and rescue opening from the Inside. The net clear height opening shall be not less than 8311.r.. Handrails. untreated wood used entirely below groundwater level or continuously submerged In fresh water shall not Field-cut ends, notches and drilled holes of pressure-preservative-treated wood shall be retreated in 24 inches (610 mm) and the net clear width shall be not less than 20 inches. Handrails shall be provided on not less than one side of each continuous run of treads or flight with four be required to be pressure-preservative treated. the field In accordance with AWPA M4. I Exception: Grade floor or below grade openings shall have a net clear opening of not less than 5 square or more risers. R31-1.1.3 Geographical areas. 83182 Chemical termlticide treatment. NYS LICENSE NUMBER 08c1525 feet. R3111.b.1 Height. In geographical areas where experience has demonstrated a specific need, approved naturally durable Chemical termiticlde treatment shall Include soil treatmer' or field-applied wood treatment. The R31022 Window sill height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of or pressure-preservative-treated wood shall be used for those portions of wood members that form the concentration, rate of a licatlon and method of treatm:ant of the chemical termlticide shall be In strict -10-1 ROUTE 110 Suite -1 Where a window Is provided as the emergency escape and rescue opening, It shall have a sill height of ramp ;'.ape, shall be not less than 34 inches (864 mm) and not more than 38 Inches (465 mm). structural supports of buildings, balconies, porches or similar permanent building appurtenances when those accordance with the termiticide label. FARM INCGIDALE, NY 11-755 not more than 44 inches (1118 mm) above the floor; where the sill height is below grade, It shall be Exceptions: members are exposed to the weather without adequate protection from a roof, save, overhang or other R318.3 Barriers. provided with a window well In accordance with Section 8310.2.3. I. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. covering that would prevent moisture or water accumulation on the surface or at joints between members. Approved physical barriers, such as metal or plastic sheeting or collars specificallydesigned for termite TEL: 631 155--7120 83102.3 Window wells. 2. Where handrail fittings or bendings are used to provide continuous transitlon between flights, transitions Depending on local experience, such members may Include: prevention, shall be Installed in a manner to prevent termites from entering the struture. Shields laced ( ) The horizontal area of the window well shall be not less than 4 square feet (0.4 m), with a horizontal at windor treads, the transition from handrail to guard, or used at the start of a flight, the handrail height I. Horizontal members such as girders,joists and decking. on to of an exterior foundation wall are permitted to be used onlyif In combination with anothermethod FAX: (631)843-811O projection and width of not less than 36 Inches (414 mm). The area of the window well shall allow the at the fittings or bendings shall be permitted to exceed 38 inches (456 mm). 2. Vertical members such as posts, poles and columns. of protection. i emergency escape and rescue opening to be fUIIL opened. R311.11).2 Handrail projection. Handralls shall not project more than 41/2 inches (114 mm) on either side of 3• Both horizontal and vertical members. 8318.4 Foam plastic protection. In areas where the probability of termite infestation is very heavy as Exception: The ladder or steps. required by 5ectlon 8310.2.3.1 shall be permitted to encroach not more the stcirway• 831'1.1.4 Wood columns. Indicated In Figure R301.2(6), extruded and expanded polystyrene, polytsocyonurate and other foam than 6 Inches (152 mm) Into the required dimensions of the window well. Excootlon: Where nosings of landings, floors or passing flights project Into the stairway reducing the Wood columns shall be approved wood of natural decay resistance or approved plastics shall not be Installed on the exterior face or under Interior or exterior foundation walls or slab PROJECT TITLE: 8310.2.3.1 Ladder and steps. clearau a at passing handralls, handrails shall project not more than 61/2 inches (165 mm) into the ressure-preservative-treated wood. oundations located below grade. The clearance between foam plastics installed above grade and Window wells with a vertical de nth greater than 44 Inches (1118 mm) shall beequipped with a permanently Exceptions:� gp y stairway, provided that the stair width and handrail clearance are not reduced to less than that required. exposed earth shall be not less than 6 inches (152 mrn). affixed ladder or steps usable with the window In the fully open position. Ladders or steps required by 8311.1.6.3 Handrail clearance. Handrails adjacent to a wall shall have a space of not less than II/2 Inches I. Columns exposed to the weather or in basements where supported by concrete piers or metal Exceptions: /� a \ / this section shall not be required to comply with Sections 8311.'7 and R311.8. Ladders or rungs shall have an (38 mn•) between the wall and the handrails. pedestals projecting I Inch (25 mm) above a concrete floor or b Inches (152 mm) above exposed earth I. Buildings where the structural members of walls, floors,ceilings and roofs are entirely of noncombustible RAB<E Y I CH Inside width of not less than 12 Inches (305 mm), shall project not less than 3 Inches (-ib mm) from the wall t311.'1,D.4 Continuity. Handralls shall be continuous for the full length of the flight, from a point directly and the earth Is covered crawl an approved Impervious moisture barrier. materials or pressure-proservative-treated wood. G and shall be spaced not more than 18 Inches (45"1 mm) on center vertically for the full height of the window above the to riser of the flight to a point direct) above the lowest riser of the flight. Handrail ends 2. Columns in enclosed crawl spaces or unexcavated areas located within the periphery of the building 2. Where In addition to the requirements of Section R30.1, an approved method of protecting the foam RAS I D I�lG p p 9 p y 9 q. plo P 9 well. shall cin, returned or shall terminate in newel posts or safety terminals. when supported by a concrete plot or metal pedestal at a height more than 8 Inches (203 mm) from plastic and structure from subterranean termite damage Is used. R3102.32 Exce Drainage. `(ons: exposed earth and the earth is covered by an Impervious moisture barrier. 3. On the Interior side of basement walls. p.. 440 LONGUE I W LANE i Window wells shall be designed for proper drainage by connecting to the building's foundation drainage I. Hand^ail continuity shall be permitted to be interrupted by a newel post at a turn In a flight with winders, 3. Deck posts supported by concrete piers or metal pedestals projecting not less than I inch (25 mm) R50-1.2.1 Wood materials. Wood materials shall be No. 2 grade or better lumber, preservative-treated in system required by Section R405.1 or by an approved alternative method. of a landing, or over the lowest tread. above a concrete floor or 6 Inches (152 mm) above exposed earth. accordance with Section R311, or approved, naturally d;roble lumber, and termite protected where 5OUTHOLD, N.Y. 11-7413 r Exception: A drainage system for window wells is not required where the foundation is on wall-dralned soil 2• A Volute, turnout or starting easing shall be allowed to terminate over the lowest tread. 831-1.1.5 Exposed glued-laminated timbers. required in accordance with Section 8318. Where desigr in accordance with Section 8301 Is provided, or sand-gravel mixture soils in accordance with the United Soil Classification System, Group I Soils, as 8312 I 1 More required. Guards shall be provided for those portions of open-sided walking surfaces, The portions of glued-laminated timbers that form the structural supports of a building or other structure wood structural members shall be detailed In Table R405.1. includrno stairs, ramps and landings, that are located more than 30 Inches (762 mm) measured vertically to and are exposed to weather cnd not properly protected by a roof, eave or similar covering shall be designed using the wet service factor defined in AKi^ NOS. Guts, notches and drilled holes of R3102.4 Emergency escape and rescue openings under decks and porches. :he floor or rade below at an point within 36 inches (414 mm) horizontal) to the edge of the open side. pressure treated with preservative, or be manufactured from naturally durable or preservative-treated preservativetreated wood members shall be treated In accordance with Section R31'7.1.1. All Emergency escape and rescue openings shall be permitted to be installed under decks and orches g y p y g p wood. resorvative-treated wood products In contact with the round shall be labeled for such usage. provided that the location of the dark allows the emer enc escape and rescue openings to be full insect screening shall not be considered as a guard. p p gDRAWING TITLE: p emergency py R312.1.2 Height. Required guards at open-sided walking surfaces, including stairs, porches, balconies or RZ11.2 Quallty mark. 850.1.22 Plastic composite deck boards, stair treads,guards, or handralls. Plastic composite exterior opened and provides a path not less than 36 inches (4114 mm) In height to a yard or court. Iandlne3,shall be not less than 36 Inches (414 mm) in height as measured vertically above the adjacent Lumber and plywood required to be pressure-preservative treated in accordance with Section R316.1 deck boards, stair treads, guards and handralls shall comply with the requirements of A5TM P-1052 and c shall bear the quality mark of an approved Inspection agency that maintains continuing supervision, testing this section. 11 R310.2..; Replacement windows. walking surface or the line connecting the nostngs. and Inspection over the qualityof the product and that has been approved an accreditation bodythat 850-122.1 Labeling. Plastic composite deck boards and stair treads, or their packaging, shall bear a Replacemant windows Installed In buildings meeting the scope of this code shall be exempt from the Exceptions: complies with the requirements of the merican Lumber Standard Committee by wood program. label that indicates compliance with A5TM D"i032 and Ine:!vdes the allowable load and maximum allowable maximum sill height requirements of Sections R310.1 and Sections 83102.1 and 83102.2, provided the '• Guards on the open sides of stairs shall have a height of not less than 34 Inches (864 mm) measured p q p g p replacement window meets the following conditions: vertically from a line connecting the nostngs. R311.2.1 Required Information. span determined in accordance with ASTM D"I032. Pla:�tic or composite handralls and guards, or their I TO BE MAINTAIN I. The replacement window Is the manufacturer's largest standard size window that will fit within the existing 2• Mer-e the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall The required quality mark on each piece of pressure-preservative-treated lumber or plywood shall packaging, shall bear a label that Indicates compliance frame or existing rough opening. The replacement window Is of the same operating style as the existing be not less than 34 Inches (864 mm) and not more than 38 Inches 0165 mm) as measured vertically from a contain the following information: with A5TM D7052 and Includes the maximum allowable span determined in accordance with A5TM D•1032. BATHROOM, HEADER 4 4 CLOSETS window or a style that provides for an equal or greater window opening area than the existing window. line connecting the nostngs. I. Identification of the treating plant. ;2. Type of preservative. R501.222 Flame spread index. Plastic composite deck boards, stair treads, guards, and handrails shall 2. The replacement window Is not part of a change of occupancy. R312.1.5 Opening limitations. 3. The minimum preservative re°:ention. ; 4. End use for which the product was treated. exhibit a flame spread Index not exceeding 200 when tested In accordance with ASTM E54 or UL '123 8310.3 Emergency escape and rescue doors. Required guards shall not have openings from the walking surface to the required guard height that allow S. Standard to which the product was treated. ; 6. Identity of the approved inspection agency. ;-1. The with the test specimen remaining in place during the test. More a door Is provided as the required emergency escape and rescue opening, it shall be permitted to ossagge of a sphere 4 Inches (102 mm) In diameter. designation Dry, If applicable. Exception: Plastic composites determined to be noncon bustible. be aside-hinged door or a slider. Where the opening is below the adjacent ground elevation, It shall be Exceptions: p Exception: Quality marks on lurrber less than I Inch (25 mm) nominal thickness, or lumber less than nominal 1 R4102.4 Rooftop-mounted photovoltaic panel systems. provided with a bulkhead enclosure. I. The triangular openings at the open side of stair, formed by the riser, tread and bottom rall of a guard, inch by 5 Inches (25 mm by 121 mm) or 2 Inches by 4 Inches (51 mm by 102 mm) or lumber 36 Inches (414 mm) Rooftop-mounted photovoltaic panel systems Installed on or above the roof covering shall be tested, or less In length shall bo applied by stamping the faces of exterior pieces or by end labeling not less listed and identified with a fire classification In accordance with UL 1-103 and UL 2'103. Glass A, B or G 8310.32 Area wells. Area wells shall have a width of not less than 36 Inches (414 mm). The area well shall shall r��ot allow passage of a sphere 6 Inches (153 mm) In diameter. than 25 street of the laces of a bundled unit. photovoltaic anal systems and modules shall be Instai�ed in jurisdictions designated law as requiringDRAWN BY: DRAWING NO. be sized to allow the emergency escape and rescue door to be fully opened. 2. Guards on the open side of stairs shall not have openings that allow passage of a sphere 4-3/8 Inches 831-1.3 Fasteners and connectors In contact with preservative-treated and fire-retardant-treated wood. their use or where the edge of the roof is less than 3 feet (14 mm) from a lot line. N.F. R310.32.1 Ladder and steps. Area wells with a verticaldepth greater than 44 Inches (1118 mm) shall be (Ili mm) In diameter. II Fasteners, Including nuts and washers, and connectors In contact with preservative-treated wood and R4O5.12 Ice barriers. In areas where there has been a history of Ice forming aloe the eaves causing a equipped with a permanently affixed ladder or steps usable with the door In the fully open position. 8312.2 Wlndow fall protection. Window fall protection shall be provided In accordance with Sections y g g . CHECKED BY: Ladders or steps required b this section shall not be required to comply with Section 8311."1. Ladders or 83122:1 and 8312.2.2. fire-retardant-treated wood shall be in accordance with this section. The coating weights for zinc-coated backup of water as designated In Table 83012(1), on Ice barrier shall be installed for asphalt shingles, _ p q y q p y fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be In = rungs shall have an Inside width of not less than 12 Inches (305 mm), shall project not less than 3 Inches R312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening Is less than metal roof shingles, mineral-surfaced roll roofing, slate and slate-type shingles, wood shingles and wood N.G.L. A-2 '16 mm from the wall and shall be spored not more than l8 Inches (4S7 mm) on center vertically for the 24 Inches above the finished floor and greater than "12 Inches above the finished grade or other surface accordance with the material requirements of ASTM F 166'1. shakes. The Ice battler shall consist of not fewer than two layers of underlayment cemented together, or ( ) p below on the exterior of the building, the operable window shall comply with one of the following: R31"1.3.1 Fasteners for preservative troated wood. a self-adhering polymer-modified bitumensheet shall be used In place of normal underloyment and extend SCALE: full height of theexterlor stairwell. g p p y Fasteners, Includin nuts and washers, for preservative-treated wood shall be of hot-dipped, zinc-coated from the lowest edges of all roof surfaces to a point not less than 24 Inches (610 mm) Inside the exterior R310.3.2.2 Drainage. Area wells shall be designed for proper drainage by connecting to the buildings 1. Operable windows with openings that will not allow a 4 Inch diameter sphere to pass through the opening alvanized steel, stainless steel, silicon bronze or copper. Staples shall be of stainlesspsteel. Coating wall line of the building. On roofs with slope equal or greater than eight units vertical In 12 units AS SHOWN foundation drainage system required by Section R405.1 or by an approved alternative method. where the opening Is in its largest opened position. g P q g 9 I for area wells is not required where the foundation is on well-dralned 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F Ces and weights for connectors In contact with preservative-treated wood shall be In accordance with horizontal (6'1•-percent slope), the Ice barrier shall also be applied not less than 36 inches (414 mm) Exception: A drainage system q 20,10 the connector manufacturers recommendations. In the absence of manufacturers recommendations, a measured along the roof slope from the eave edge of the building. DATE: PROJ. NO. loll le sand-gravel mixture soils In accordance with the United Soil Glassiftcatton System, Group I Soils, minimum of A5TM A 653 type &165 zinc-coated galvanized steel, ore equivalent, shall be used. 1 02/05/22 as detailed in Table 8405.1. 3. Operable windows that are provided with window opening control devices that comply with 831222. yP 9 q. Exception: Detached accessory structures not containing conditioned floor area. 21-552 1 z , FASTENING SCHEDULE PER TABLE R602.3(I) FASTENING 50HEDULE PER TABLE 8602.3(1) --CONTINUED LEGEND ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER o bA SPACING AND LOCATION SPACING OF FASTENERS MAXIMUM STUD AND JOIST 1/3 OF I/3 OF NOTCH AND BOLE SIZES: 1/3 OF SPAN SPAN '` NEW FOUNDATION ROOF ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,cINTERMEDIATE 1/3 of 3-1/2" = 1-5/32" z SPAN O NOTCHES <I/3 DEPTH EOH E5 SUPPORTS c,e 1/3 of 5-1/2" = f-27/32" U) OR HOLES OF J015T zz/-/-/Z/Z ll, NEW PARTITION BOX OX (2.5" X 0.113") or (INGHES)h (INCHES) d O 1/3 of 7-1/4" = 2-13/32" W O EXIST. PARTITION BLOCKING BETWEEN CEILING JOISTS OR 3-8d COMMON (2.5" X 0.131") or TOE NAIL N 1/3 of 4-1/4" = 3" Q-7 - RAFTERS TO TOP PLATE 3-10d BOX (3" X 0.128") or WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND IL 0 1/3 of II-1/4" = 3-3/4" p LU - - - - DEMOLITION PARTITION / FOUND. 3-3" X 0.131" NAILS PARTICLEBOARD WALL SHEATHING TO FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL O 1/4 of 3-1/2" = 7/8" r 1Q o c.2D NEW SMOKE DETECTOR 4-8d BOX (2.5" X 0.113") or EXTERIOR WALL SHEATHING TO WALL FRAMING] m 1/4 of 5-1/2" = 1-3/8" �IL . HARDWIRED WITH BATTERY 3-8d COMMON (2.5" X 0.131") or I/4 of 7-1/4 I-13/16 „ O ® BACKUP 2 CEILING JOISTS TO TOP PLATE 6d C BOX (3" .5 0. 0.1 or PER J013T, TOE NAIL '� _ �� bd GOMMONT2 X 0113 SUBFLOOR, WALE 1 1/4 of 4-1/4" = 2-5/16" �: 30 3/8 I/2 8d COMMON (2.5 X 0.131 ) (ROOF), or 6 12 f __ _ 1/4 of 11-1/4" = 2-13/16" NIDE O MIN. 2 <I/b DEPTH OF JOIST NEW COMBINATION OR SEPARATE 3-3 X 0.131 NAILS SEPARATION RSRS-01 BOX (2.3'75 X 0.113 ) (ROOF) 1/6 of 5-1/2" = 24/32" GO/SD SMOKE / CARBON MONOXIDE GEILIN6 JOIST NOT ATTACHED TO 8d COMMON 2.5" X 0.131" or p „ _ BETWEEN HOLES NOTCHES ARE NOT 4-IAd BOX (3 X 0.128 ) or IY 1/6 of 7-1/4 1-7/32 ® DETECTOR(S) HARDWIRED WITH PARALLEL RAFTER, OVER 31 14/32 - I 6 12 f z - AND NOTCHES PERMITTED IN TEH 3 3-I6d COMMON (3.5" X 0.162") or FACE NAIL RSRS-0I BOX (2.3"15" X 0.113") (ROOF) Q O 1/6 of 4-1/4" = 1-1/2" FROM EA. OTHER BATTERY BACKUP PARTITIONS (SEE SECTION 8802.5.2 AND „ p _ „ _ SAME LOG. AS HOLES 4-3 X 0.131 NAILS IAd COMMON (3 X 0.148 ) or W I/6 of II-I/4 - 1-1/8" AND FROM ENDS TABLE R8C>2.5.2) 32 I-I/8 - I-I/4 6 12 NEW HEAT DETECTOR HARDWIRED CEILING JOIST ATTACHED TO PARALLEL 8d (25 X 0.131 ) DEFORMED NAIL u. a or- MEMBERS OTHER WALL SHEATHING O �0- STUD O WITH BATTERY BACKUP l 4 RAFTER (HEEL JOINT) (SEE SECTION TABLE R802.52 FACE NAIL 9 m z N FLOOR J015T L.B. WALL LOAD BEARING WALL I R802.5.2 AND TABLE 8802.52) 1.5 GALVANIZED ROOFING NAIL '7/16 HEAD W 1/2" 5T'RUGTURAL GELLUL051G - = 1/3 of 1/3 OF I/3 OF COLLAR TIE TO RAFTER, FACE NAIL 4-IOd BOX (3" X 0.128") or 33 DIAMETER, or 125" LONG 16 GA. STAPLE WITH 3 6 O 13 < I/4 DEPTH OF STUD AN SPAN T.B.M. TO BE MAINTAINED 9 FACE NAIL EACH FIBERBOARD SHEATHING -1/16" or I" GROWN z O SPAN -�- '-<1/3 DEPTH 5 OR 1.25" X 20 GA. RIDGE STRAP TO 3-10d COMMON (3" X 0.148") or RAFTER - NO NOTGHE OF JOIST 1J POST TO BELOW RAFTER 4-3" X 0.131" NAILS „ 1.75 GALVANIZED ROOFING NAIL, 7/Ib HEAD NOTCHES ARE NOT N OR HOLES I 25/32 STRUCTURAL GELLULOSIG _ � _ O POST FROM ABOVE 3-I6d BOX (3.5" X 0.135") or 2 TOE NAILS ON ONE 34 DIAMETER, or 1.5 LONG In GA. STAPLE WITH 3 b z PERMITTED IN THE SAME W O 1 FIBERBOARD SHEATHING z LOCATION AS HOLES ! 6 ~ • 3-IOd COMMON (3" X 0.148") or SIDE AND I TOE NAIL ON 7/Ib" or I" GROWN � Q�� � � P.T. PRESSURE TREATED b RAFTER OR ROOF TRUSS TO PLATE „ OPPOSITE SIDE OF EACH 1.5" GALVANIZED ROOFING NAIL; ul LL I N 4-10d BOX (3 X 0.128 ) or -5/8" MIN - O = _ *W O HDS DOUBLE HOT DIPPED 4-3" X 0.131" NAILS RAFTER or TRUSS, 1 35 1/2" GYPSUM SHEATHING d STAPLE GALVANIZED, 15" LONG; -1 7 tL v ! ra GALVANIZED 4-I6d BOX (3.5" X 0.135") or " S p -< 4095 DEPTH OF STUD 1.25 .�GREWs, TYPE W or S IrNHE., d->L < 60% DEPTH OF STUD r O VERIFY IN FIELD IF DIFFERENT 3-I0d COMMON (3 X 0.148 ) or 1.75 GALVANIZED ROOFING NAIL O I.F. TOE NAIL (FOR DOUBLE STUDS ONLY) FROM PLAN CONTACT DESIGN ROOF RAFTERS TO RIDGE, VALLEY OR 4-IOd BOX (3" X 0.128") or 36 5/8" GYPSUM SHEATHING d STAPLE GALVANIZED, 1.625" LONG; 7 7 - z -PRAVIDE A MIN. 2"(NO MORE THAN 2 SUCESSIVE 57605) TH OF JOIST PROFESSIONAL 4-3" X 0.131" NAILS 1.625" SCREWS, TYPE W or 5 � _ SEPARATION7 HIP RAFTERS OR ROOF RAFTER TO - __ -__.PROVIDE A MIN. OF 2 BETWEEN HOLESMINIMUM 2" RIDGE BEAM 3-I6d BOX (3.5" X 0.135") or WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING SEPARATION BETWEEN HOLES OTCARE NOT F.C• POURED CONCRETE 2-I6d COMMON (3.5" X 0.162") or „ „ PLATE FROMAND NOTCHES PERMITTED IN THE EN!D NAIL bd DEFORMED (2 X 0.120 ) NAIL or b 12 AND NOTCHES FROM EA. FROM EA. OTHER SAME LOG. AS HOLES n JOIST HANGER W/ REQ'D 3-IOd BOX (3 X 0.128) or 37 3/4 AND LESS 8d COMMON (2.5" X 0.151") NAIL OTHER AND FROM THE ENDS AND FROM ENDS XXX CAPACITY IN LBS. 3-3" X 0.131" NAILS - 8d COMMON (2.5" X 0.131") NAIL or OF MEMBERS OF MEMBERS <I/3 DEPTH OF JOIST WALL 38 -7/511 - 111 8d DEFORMED (2.5" X 0.120") NAIL 6 12 i TECO JOIST HANGER W/ 600 LB. „ „ „ „ „ , EXTERIOR AND BEARING WALLS GEl�ING JOISTS / i�00F RAFTERS CAPACITY (MINIMUM) STUD TO STUD (NOT AT BRACED WALL 11 34 1-1/8" 1-1/4 (3 X 0.148) NAIL or b 12 �I �I ��I �i I6d COMMON (3.5 X 0.162 ) 24 O.G. FACE NAIL _ IOd COMMON 8 l0d BOX (3" X 0.128") or 8d DEFORMED (2.5" X 0.120") NAIL I �0 T G H I I �O A I C D D I L�L I I REPLACEMENT OF EXISTING i PANELS) I6 O.G. FACE NAIL DIRECT CONSTRUCTION WITH LIKE KIND � 3 X 0.131 NAILS a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections : 57612 TO STUD AND ABUTTING STUDS AT I6d BOX (3.5" X 0.135") or shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.142 Inch (20d common nail), 4o ksl for ® �/`\�®� �/( REPLACEMENT AND QUALITY, WITHIN SAME 12 O.G. FACE NAIL h �' l ' I 4 INTERSECTING WALL. CORNERS (AT 3 X 0.131 NAILS shank diameters larger than 0.142 Inch but not larger than 0.177 Inch, and 100 ksl for shank diameters of 0.142 Inch or less. STRUCTURAL OPENING BRACED WALL. PANELS) I6d COMMON (3.5" X 0.162") Ib" O.G. FACE NAIL b. Staples are Ib gage wire and have a minimum '7/16-Inch orr diameter crown wldth. OWNER TO PROVIDE 1 „ 16" O.G. EACH EDGE c. Nails shall be spaced at not more than b Inches on center at all supports where spans are 48 Inches or greater. O.T.P. I6d COMMON (3.5 X 0.162 ) d. Four-foot 8-foot or 4-foot 4-foot panels shall be applied vertically.BUILT-UP HEADER (2"' TO 2" HEADER Ff.::.E NAIL by by p pp y• N.T.S. 10 WITH 0.5" Sf'AGEF� 12" O.G. EACH EDGE a• Spacing of fasteners not included in this table shall be based on Table R602.3(2). ibd BOX (3.5 X 0.135) FADE NAIL f. For wood structural panel roof sheathing attached to gable and roof framing and to Intermediate supports within 48 Inches of roof PIPE OR OTHER 5-8d BOX (2.5" X 0.113") or - edges and ridges, nails shall be spaced at b Inches on center whare the ultimate design wind speed Is less than 130 mph and shall be II CONTINUOUS HEADER TO STUD 4-8d COMMON (2.5" X 0.131") or TOE NAIL spaced 4 Inches on center where the ultimate design wind speed Is 130 mph or greater but less than 140 mph. PENETRATION 4-I0d BOX (3" X 0.128") g. Gypsum sheathing shall conform to ASTM 01346 and shall be Installed In accordance with 6A 253. Fiberbcard sheathing shall conform ' I6d COMMON (3.5" X 0.162") 16" O.G. FACE NAIL to A5TM 0208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking 3/4" PLYWOOD (2) 2"X4" TOP PLATE 12 TOP PLATE TO TOP PLATE 10d BOX (3" X 0.128") or 12" O.G. FACE NAIL and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing FLOOR 3" X 0.131" NAILS members and required blocking Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be 12-I6d BOX (3.5" X 0.135") or FACE NAIL ON EACH 51DE provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. 13 DOUBLE TOP PLATE SPLICE 8-I6d COMMON (3.5" X 0.162"9 or OF END JOINT (MINIMUM 1. Where a rafter Is fastened to on adjacent parallel telling foist In accordance rrlth this schedule, provide two toe malls on one side of 12-10d BOX (3" X 0.128") or 24" LAP SPLICE LENGTH the rafter and toe nails from the telling foist to top plate In accordance with this schedule. The toe nail on the opposite side of the 1 I 12-3" X 0.131" NAILS EACH SIDE OF END JOINT) rafter shall not be required. ( 03/20/22 2 B.D. COMMENTS BOTTOM 'LATE TO J015T, RIM JOIST, I6d COMMON (3.5" X 0.162") 16" O.G. FACE NAIL �• RSRS-OI Is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM 17166'1. I 02/05/2.21I FOR FILING 11 14 [SAND JOIST OR BLOCKING (NOT AT ibd BOX (3.5" X 0.135") or „ '! 1 DATE: ISSUE NO. DESCRIPTION BRACED WALL. PANELS) 3" X 0.131" NAILS 12 O.G. FACE NAIL !•! BOTTOM PLATE TO JOIST, RIM JOIST, " 1 4" V.T.R. 3-I6d BOX (3.5 X 0.135) or 3 EACH Ib O.G. FACE NAIL 15 BAND JOIST OR BLOCKING (AT BRACED 2-I6d COMMON (3.5" X 0.162") or 2 EACH 16" O.G. FACE NAIL I -APPROVED NON-COMBU5TIBLE ! WALL PANEL) 4-3" X 0.131" NAILS 4 EACH 16" O.G. FACE NAIL I FIRE STOP MATERIAL. 'I ! I'I I'I I•I CONTRACTOR SHALL VERIFY WALL BRACING I LI �.! - -- - �•� D MENSI0�5 AND AND NEW j 4-8d BOX (2.5" X 0.113") or - - - -� ALL 8dCBOXN (2 " X0.1 ) ) TO BE I DETAIL_ FOR FIRE STOW � 4-8d COMMON (2.5" X 0.131") or TGE NAIL MAI NTA I NED REQUIRED AT •! ! I I ( ! ( I I RESPONSIBLE FOR FIELD FIT ,� � y. I 4-I0d BOX (3" X 0.128") or ,1 I I ! ! I I ! I I NO ALAND OLOWANGES SHALL BE CSP �p c,fo O�y� 16 TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131" NAILS BATH ROOM I PAIt,TS ! 3-I6d BOX (3.5" X 0.135") or �- � ! �• MADE IN BEHALF OF THE `� �'� CONTRACTOR FOR ANY „ 3" V_ •I ! I ERROR OR NEGLECT ON " M I 2-I6d COMMON (3.5 X 0.162 ) or E1<w2 NAIL _ - ! I I I HI5 PART. J' .,,>.:•'`^' a. 3-I0d BOX (3" X 0.128") or - 1 ! 4 - - LL - - - - - - LL ' �ry� Fo X8952 jj 3-3 X 0.131 NAILS r I HOLDOWN AT i" IDS CONTRACTOR TO CHECK Al!L ti • LUMBER TO ENSURE THAT 2-I6d COMMON (3.5" X 0.162") or 3" S OF 5HEARWA, LS FESSiq� 1 TOS• PLATES, LAPS AT CORNERS AND _. I ! ! THE GROWN FACES UP 117 3-I0d BOX (3" X 0.128") or fr ; NAIL BEFORE INSTALLATION. 02/05/22 INTERSECTIONS ( 1 1/4"IV 13" V 1-1/2"I V 3-3" X 0.131" NAILS Per AJ601.8.2.2 In alterations of existing dwellings, carbon monoxide EXTERIOR WALL£: TO BIr SHEATHED WITH 3/8" GDX PLYWOOD i 3-5d BOX (2.5" X 0.113") or RELOCA D I RELOCATED SHONEIR IN alarms owered b a 10-year batter shall be al lowed and r 2-IOd BOX (3 X 0.128 ) or I GAMMON NAILS L5 ,MINIMUM WOOD STRUCTURAL PANEL SPAN J DRAFTING, �r�,r•�IN INC.2-8d COMMON (2.5" X 0.131") or f LAV. W.G. PLAC,� OF Interconnection of alarms shall not be re ulred In: 3i 1�C�GL� 1Al'd�,T 1�1 STRUCTURAL PA 18 I BRACE TO EACH ..STUD AND PLATE 17, ....E NAIL ( q RATING OF 24/0 O:d THE EXTERIOR ATTACHED WITH hD '' A TUB 1. Work areas where the alteration does not result In the removal or „ ! ('2.O X 0.113 ) AT 6 O.G. AT PANEL EDGES AND 2 STAPLES 1.75" ( ! exposure of Interior wall or Bailing finishes that reveal the structure, 12" O.G. IN THE FI`LD, AND 4' X V I/2" GYPSUM WALLBOARD ON �yDRAFTSMEN4 All Types Of Plans Drafted 3-Sd BOX (2.5" X 0.113") or unless there Is on attic, crawl space, basement, or similar space E' „ f� THE INTERIOR IN_TALLED VERTICALLY ATTACHED WITH 1.5 2-8d COMMON (2.5" X 0.131") or I ovallable that could provide access for power and Interconnection :, v� ProvidingThe Finest In Affordable I4 I" X6" SHEATHING TO EACH BEARING FA:;E NAIL 1 ST FLR Y77 without the removal of such Intortor finishes. GALVANIZED RC, >FlN6 NAIL, 1.5 LONG GALVANIZED STAPLES �s� JJ 2-I Ad BOX (3 X 0.128 ) or - OR 1.25 TYPE W OR 5 SCREWS 7 O.G. AT PANEL EDGES AND '" 2 STAPLES, I" GROWN, 16 GA., 1.'15" LONG 1 1/4" W 2. Existing portions of a dwelling unit that are provided with „ Drafting�.Expediting Svcs 3' W T '7 O.G. IN THE FIELD. SHEATHING SHALL BE CONTINUOUS FROM additions carbon monoxide alarms as required AJ601.6.2.1 and THE BOTTOM PLATE TO THE UPPER TOP PLATE WITH ALL PANEL CO FAI dwelling units wlthout commercial power. EDGES OVER FRAMING. www.jldrafting.com 3-8d BOX (2.5" X 0.113") or 2" W , 3-8d COMMON (2.5" X 0.131") or I 3-10d BOX (3" X 0.128") or 3" W 4" V 707 Suite A Route 110 • Farmingdale N.Y. 11735 ; 3 STAPLES, I" GROWN, Ib GA., 1."15'" LONG 20 I"X8" AND WIDER SHEATHING TO EACH WIDER THAN 1"X ., FACE NAIL 3" S ALL. FRAMING LUMBER TO BE DOUGLAS EXTERIOR OR WALaLm (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 BEARI1�lG „ 4-8d BOX (2.5 X 0.113 or "� 3-8d COMMON (2.5" X 0.131") or COI 4 TO APPROVED 1718-LARCH #2 OR BETTER. F A 1� I I �0 D E T A I L= " 11 4" W 4" HOUSE TRAP SEPTIC SYSTEM 3E , I BOX (3" X 0.128") or NORMAN C,• I O 4 STAPLES, I GROWN, 16 GA., 1.'15 LONG FIRE BLOCKING d DRAFT STOPPING I `� 1�. , FLOOR � IN CONC PIT REQ'D PER 8302.11, R302.12 a 8502.2.2 N.T.S. GS-Y'�ISP BRACED WALL FRAMING 4-8d BOX (2.5 X 0.1 15'9 or F L U M E3I I �(5 RISER "" NYS LI CENSE NUMBER 05c1525 3-8d COMMON (2.5" X 0.131") or MINIMUM WIDTH OF BUILT UP 2X4 707 ROUTE 110 Suite A-I 21 JOIST TO SILL, TOP PLATE OR GIRDER TOE NAIL POSTS (NAILED OR BOLTED TOGETHER) 3-I0d BOX (3" X 0.128") or 3-3" X 0.131" NAILS TO BE GREATER THAN WIDTH OF FARMINGDALE, NY 11735 8d BOX 2.5" X 0.11511) 4" Q.G. TOE NAIL N.T.S. HEADER SUPPORTED, UNLESS OTHERWISE 8d COMMON (2.5" X 0.131") or SPECIFIED ON PLAN. USE OF 3" DIA. TEL: (631)755-7c12O 22 JOIST TO SILL, TOP PLATE OR GIRDER IOd BOX (3" X 0.128") or b" O.G. TOE NAIL 5GHEDULE 40 STANDARD WEIGHT PIPE FAX: (659a543-al-:4C A501 OR A53 GRADE B STEEL COLUMN 3" X 0.131" NAILS IS AN ACCEPTABLE REPLACEMENT FOR 3-8d BOX (2.5" X 0.113") or TABLE P3201.7 BUILT UP WOOD POST. 23 I"X6" SUBFLOOR OR LESS TO EACH 2-8d COMMON (2.5" X 0.131") or SIZE OF TRAPS FOR PLUMBING FIXTURES JOIST 3-I0d BOX (3" X 0.128") or FACE NAIL PLUMBING FIXTURE TRAP SIZE PROJECT TITLE- 2 STAPLES, I" GROWN, 16 GA., 1.75" LONG MINIMUM (inches 3-I6d BOX (3.5" X 0.135"9 or Bathtub (with or wlthout shower head and/or I-1/2 'i 24 2" SUBFL00R TO JOIST OR GIRDER BLIND AND FACE NAIL RAa<E\ /I�H 2-I6d COMMON (3.5" X 0.162") whirl ool attachments L1 Y 1 2" PLANKS (PLANK 4 (BEAM -- FLOOR 4 3-I6d BOX (3.5" X 0.135") or AT EACH BEARING FACE Bidet 1-1/4 ` ? 25 ROOF) 2-I6d COMMON (3.5" X 0.162") NAIL Clothes washer stand I a _ 2 �I "� „ Dishwasher on se arate trap) 1-1/2 �" GEILIN6 JOIST RES I DI `l�j 3-I6d COMMON (3.5 X 0.162 ) or 2X4 STUDS ®I6 O.G. (2)2"X4" TOP PLAT 26 BAND OR RIM JOIST TO JOIST 4-I0d"BOX (3"""X 0.128") or END NAIL Kitchen sink (ono or two traps, with or without I-I/2 i 440 LONGVE I W LANE 4-3 X 0.131 NAILS or dishwasher and food waste dls oser 4-3" X 14 GA. 5TAPLE5, 7/ib" GROWN dry tub (one or more comoartmenti) - 1/2" TYPE X 6WB. - I/2" G.W.B. SOUTHOLD, N.Y. 117Q3 A 20d COMMON (4" X 0.142") or NAIL EACH LAYER AS FOLLOWS: 32" Lavator 1-1/4 INSTALLED HORIZANTALLY O.G. AT TOP AND BOTTOM STAGGERED Shower (based on the total flow rate through ATTACHED TO EACH WOOD STUD lod BOX (3" X 0.128") or 24" O.G. FACE NAIL AT TOP AND BOTTOM showerheads and bodysproys) W/ i?/B" LONG bd NAILS BUILT-UP GIRDERS AND BEAMS, 2-INCH 3" X 0.131" NAILS STAGGERED CN OPPOSITE SIDES Flow rate: 2"X4" STUDS MI6" O.G. d SPACED VERTICALLY a 8 O.G. 27 LUMBER LAYERS AND: 5.7 m and less _ 1-1/2 (2'-0" MIN. WIDE SHEETS) 2-20d GOMMON (4" X 0.142") or FAGE NAIL AT ENDS AND AT EAGH More than 5.7 m u to 12.3 m 2 DRAWING TITLE: 3-IOd BOX (3" X 0.128") or SPLICE More than 12.3 m v to 25.8 m 3 2"X4" SHOE 3-3" X 0.131" NAILS More than 25.8 pm up to 55.6 cgpm 4 4-I6d BOX (3.5" X 0.1559 or PLUMBING GODS REFERENCES -- LOOR JOIST LEDGER STRIP 5UPPORTING J015TS OR 3-I6d COMMON (3.5 X 0.162 ) or AT EACH JOIST OR RAFTER, TO �� MAINTAIN .�t /l I t�IT ll 11.1 28 RAFTERS 4-I0d BOX (3" X 0.128") or FACE NAIL P3103.1 Roof extension. Open vent pipes that extend through a I MA 1`l I I'-"t '`l 4-3" X 0.131" NAILS roof shall be terminated not less than 6 Inches above the roof I 'HROOM HEADER $ 4 CLOSETS 2-10d BOX (3" X 0.128") or 2-8d COMMON or 6 inches above anticipated snow accumulation, whichever is N.T. BAT' , iii 24 BRIDGING 08 BLOCKING TO JOIST EACH END, TOE NAIL I �/�� (2.5" X 0.131") OR 2-3" X 0.131" NAILS greater. Where a roof Is to be used for assembly, as a TY� I ��k� INTERIOR l� `k�Ls L= � T� I Lm promenade, observation deck or sunbathing deck or for simllar - r purposes, open vent pipes shall terminate not less than '7 feet above the roof. P3103.2 Frost closure. Where the 47.5 percent value for outside design temperature is O F or less, vent extensions I DRAWNI BY: DRAWING NO. through a roof or wall shall be not less than 3 Inches In N.F. diameter. Any increase In the size of the vent shall be made , I not less than I foot Inside the thermal envelope of the building. I CHECKED BY: N.G.L. A-5 SCALE: AS SHOWN DATE: PROJ. NO. 02/05/22 I 21-552 1 � �i LEGEND NEW FOUNDATION 'l�Tlll77Tl, NEW PARTITION EXIST. PARTITION DEMOLITION PARTITION / FOUND. caD NEW SMOKE DETECTOR HARDWIRED WITH BATTERY ® BACKUP NEW COMBINATION OR SEPARATE GO/SD SMOKE / CARBON MONOXIDE ® DETECTOR(5) HARDW I RED WITH BATTERY BACKUP O NEW HEAT DETECTOR HARDWIRED WITH BATTERY BACKUP L.B. WALL LOAD BEARIN6 WALL T.B.M. TO BE MAINTAINED P05T TO BELOW D POST FROM ABOVE P.T. PRESSURE TREATED HD& DOUBLE HOT DIPPED r - - - - - - - - - - - - - - - - - - - - - - - - - - � GALVANIZED VERIFY IN FIELD, IF DIFFERENT - - - - - - - - � I � FROM PLAN CONTACT DESIGN PROFESSIONAL POURED CONCRETE n JO 1ST HANGER W/ REO V I I XXX CAPACITY IN LBS. TECO J015T HAN6ER W/ 600 LB. CAPACITY (MINIMUM) REPLACEMENT OF EXISTING DIRECT CONSTRUCTION, WITH LIKE KIND T EXST&. I I REPLACEMENT AND QUALITY, WITHIN SAME CRAWL �� I I ►� STRUCTURAL OPENING 1 SPACE %bI ( O.T.P. OWNER TO PROVIDE X A-4 I I I I I I lr- - - - - - - - -- - - - --- - - - -- - - - - - - - - - - - - -j L - - - - - - -- - - - - --- - - -- I L_ - -- - - - - - - - - - � h I I I I I I 05/2.0/22 2 B.D. COMMENTS 02/05/22 1 FOR FILING I I I I I DATE: ISSUE NO. DESCRIPTION � I IL o CONTRACTOR SHALL VERIFY - I I 13-I I ALL FIELD CONDITIONS AND �� CRAWL DIMENSIONS AND BE X cV @ - t I I RESPONSIBLE FOR FIELD FIT pF N t�{r AND QUA �` r LITY OF WORK. l A I I SPADE d dd 3'-10� " I I I I NO ALLOWANCES SHALL BE �� p�M�N�'40 Op 8-2 4 MADE IN BEHALF OF THE �- -, CONTRACTOR FOR ANY i ERROR OR NEGLECT ON ,- . HIS PART. CONTRACTOR TO CHECK ALL `I'tt bgg5g5 r----� r----� r- --� I I I I THE GROWN FACES PAT OA `w LUMBER TO ENSURE ti IoF 02/05/22 PES N i , i EX15TiING (3) 2"x10" GIRDER I I i i BEFORE INSTALLAT'ON. I I Ex T6, i I `V I I JL -4 TING WC 1 I I GONG. BLOCK IER 3 ON P.G. T6. POST FROM ABOVE TO EXST6. I I I DRAFTSMEN All Types Of Plans Drafted • d, dd I I Ex5T6. I I �sr �, �4 Providing The Finest In Affordable EX5TG. R.R. 16"x5" GONG. BLOCK PIER FILLED SOLID W/ GONG. I I 2�8 �� I ( �' tip' O 24"X24" x12 P.G. FT6. I I I I s Drafting&Expediting Svc's" www.jldrafting.com EXST&. ( I I 707 Suite A Route 110 • Farmingdale N.Y. 11735 1L Q I I ( I (631) 843-1949 (718) 224-0001 • Fax (631) 843-8190 ATTI G aX FND. WALL X ON 8"X16" P.G. FTC-. to I I ( I NORMAN Ce. LO< F.E. I (2) 2"X I2" DROP NYS LICENSE NUMBER OF>g525 HDR' I EXISTING (5) 2"x10" GIRDERL -- - — — - - - - -- - - - - - - __ J I 77 e A-10ROUTE 110 Suit -I I I EX57&. EXST&. L - - - - - - - - - - - - -- - - - - - -- - - - , 1 1 I — I EARMINGDALE, NY II-155 EXST&. I I KITCHEN REG. R00 I I J I r — - - -� IVIN& ROOM I I -j 6 1 1 TEL: (651)755-7820 �— SECTION OF THE - FAX: (651)845-81 if 0 L.B. NALL REMOVED TO BE I I N x I I =1N X = I I EX5T6. I I la'-7" w N (3)2 XIO GRD I PROJECT TITLE: L- - - - - - - - - - - - - - - - - - - - - - - - � EXST&. — L - - - - - - - - - - - - - - - - - - -- - - - - - - - - —I RABKEVIGH d 7 CRAWL SPAGE EX5T6. m RES I DE I�C E GONG. PIER — IQ'-O" 440 LON&VE I W LANE EX5T6. I— — ��— P.G. FTG. ### SOUTHOLD, N.Y. 117c[5 EX5T6. I 8" FND. WALL �II I E.XST6. F O U I ` E�A T I O! `t PLAN S"X16" P.G. FT6. DRAWING TITLE: � C-.,,710 SCALE I/4" = I '-O" SCALE I/4" = 1 '-0" TO BE MAI MITA I N BATHROOM, HEADER 4 4 CLOSETS DRAWN BY: DRAWING NO. N.E. CHECKED BY: N.G.L. A-4 SCALE: AS SHOWN DATE: PROD. NO. 02/05/22 21-552 T ' - LEGEND < NEW FOUNDATION 'TTi77��7Tll, NEW PARTITION EXIST. PARTITION DEMOLITION PARTITION / FOUND. SD NEW SMOKE DETECTOR HARDWIRED WITH BATTERY ® BACKUP NEW COMBINATION OR SEPARATE 00/5D SMOKE / CARBON MONOXIDE ® DETECTOR(S) HARDWIRED WITH BATTERY BACKUP O NEW HEAT DETECTOR HARDWIRED WITH BATTERY BACKUP L.B. WALL LOAD BEARING WALL T.B.M. TO BE MAINTAINED 13 POST TO BELOW ❑ POST FROM ABOVE 4" q'-104" P.T. PRESSURE TREATED HDG DOUBLE HOT DIPPED F---------------------------- ----------------------------- GALVANIZED 6068 5 . GL. DR. V.I.F. VERIFY IN FIELD, IF DIFFERENT FROM PLAN CONTACT DESIGN _ PROFESSIONAL milt I I m`� P.G. POURED CONCRETE EX51G. G.J. I EXSTG. G.J. ►� i ` '� n JOIST HANGER W/ REQ'D i XXX CAPACITY IN LBS. TECO JOIST HANGER W/ 600 LB. - - I EXSTG. R. EXSTG. R. I - - CAPACITY (MINIMUM) ' REPLACEMENT OF EXISTING DIRECT CONSTRUCTION, WITH LIKE KIND REG. OOM i REPLACEMENT AND QUALITY, WITHIN SAME u� STRUCTURAL OPENING ml�r Q•T,P• OWNER TO PROVIDE I I � I I o I A I I _ I I TO BE A-4 MAINTAINED I _ BATH ROOM _--- I r:2665 ; - ,� ------------ -------------------- I I — I HWR. � I � , / I-{•�,�-I i 03/20/22 2 B.D. COMMENTS iv GL P i 02/05/22 1 FOR FILING I o TU IOOJ� _ 1� I T.B. . MEGH i DATE: ISSUE NO. DESCRIPTION O O 11'-8 EXSTG. T.B.M. LA 2068 o EDROOM 517 Gl_ TDR. O KI GHEN _ 2868 DILE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND of NIFW F ¢ /�- I DIMENSIONS AND BE 00 .<<G 1- (� N - I �� .(�/ I RESPONSIBLE FOR FIELD FIT ,�P 4yOP N C. I OL P� Q' I AND QUALITY OF WORK. � _� ': NO ALLOWANCES SHALL BE '? 11 MADE IN BEHALF OF THE 4'-1 '� I CONTRACTOR FOR ANY h v ~ N 0I ERROR OR NEGLECT ON HIS PART. `r'F aB952 I U) ® .B. T'B'M r— I LU POST 5 LID I CONTRACTOR TO CHECK AL X 1 j U GL PPtNT Y II I LUMBER TO ENSURE THAT k _ i ua ry al I 3ATH ROOMS 100 j THE GROWN FACES UP i 02/05/22 =Ky I N Imo, (2) VX12 DROP HDR. ��II _ Q I 2'-b" — -_ — II'-4" _ GFMI�1 BEFORE INSTALLATION. �� — — — — �I IN a \ 8-O I I N Qo \` (3) 2 � o j JL D 'TIl\TG, IiiPOST Sa' 117 OPENING x5O I 1 N 0 i �3DrORAFTSMTN�g All Types Of Plans Drafted EXSTG. 't I I Iz-IL I Providing The Finest In Affordable. L1VI G ROOM gI lr� '� s ' '" X W 2'-O" EX5TG. '' °� Drafting&Expediting Svcs X o oa F EXSTG. -IC`! q ' FAMILY _ II �`' X w EDROOM 10 m 'B'M ROOM n �+ = z ���' v w = i www.jldrafting.com j - m GL D 1 N 1 N6 ROOM i 707 Suite A Route 110 Farmingdale N.Y. 11735 H d nsj (631) 843-1949 (718) 224-0001 Fax (631) 843-8190 X I O I}v O ` N X I C W UJ I i M 10'-O m p 14'-21 .. NORMAN G. L•O</ P.E. / I 2 21-011 to a 15-2 �� � � I Ua m i NYS LIGENSE NUMBER 081525 I ri — — -101 ROUTE 110 Suite A-1 1 i FARM INGDALE, NY 11-735 EX. f ----------------------------------------------- i GL ---------------------------------- I TEL: (631)-755--7120 - EXSTG. G.J. ' FAX: (C SI)845-8110 EXSTG. G.J. I I - EX5T6. R.R. EXSTG. R.R. PROJECT TITLE: I 3068 I -----------__ _________________________________- RA�3<E\/IGf� RES I D7-NCE la'-o° 2o'-I I° 14'--►" 440 LONGUE IN LANE SOUTHOLD, N.Y. II-Ici3 FIRST FLOOR FLAN DRAWING TI1.TLE: SCALE 1/4" = 1 '-0" TO BE MAINTAIN BATHROOM, HEADER 1$ 4 CLOSETS DRAWN BY: DRAWING NO. N.F. CHECKED BY: N.G.L. A-5 SCALE: A5 SHOWN DATE: PROD. NO. 02/05/22 21-532