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Home My WebLink About46491-Z % SOFOLIf , Town of Southold 5/14/2022 a� 511k',A I P.O.Box 1179 0 ti 53095 Main Rd G4, �a r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43081 Date: 5/14/2022 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1380 Sigsbee Rd.,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-1-6.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2021 pursuant to which Building Permit No. 46491 dated 6/25/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as-built"alterations to existing single family dwelling as applied for. The certificate is issued to Fear, Samuel&Crom,Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46491 3/16/2022 PLUMBERS CERTIFICATION DATED A o ed Si tore ;�su gilt TOWN OF SOUTHOLD moo ay BUILDING DEPARTMENT x TOWN CLERK'S OFFICE "oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46491 Date: 6/25/2021 Permission is hereby granted to: Sarno J T & P J Trust 519 Dallam Ct Bel Air, MD 21014 To: Legalize as-built alterations to existing single family dwelling as applied for. At premises located at: 1380 Sigsbee Rd., Laurel SCTM #473889 Sec/Block/Lot# 144.-1-6.2 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 12/25/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,157.60 CO-ALTERATION TO DWELLING $50.00 Total: $1,207.60 Building Inspector N� TOWN OF SOUTHOLD ��o�gUFfOiq�oGy BUILDING DEPARTMENT C* s TOWN CLERK'S OFFICE o SOUTHOLD, NY ti dol 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#: 46491 Date: 6/25/2021 Permission is hereby granted to: Sarno J T & P J Trust 519 Dallam Ct Bel Air, MD 21014 To: Legalize as-built alterations to existing single family dwelling as applied for. 40 1 _jq I tjGjv _a' 40 "� At premises located at: 1380 Sigsbee Rd., Laurel SCTM #473889 Sec/Block/Lot# 144.4-6.2 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 12/25/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,157.60 CO-ALTERATION TO DWELLING $50.00 Total: $1,207.60 Building Inspector ®��oF soUr�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 , ® sean.devlin(-)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Samuel Fear Address: 1380 Sigsbee Rd city:Laurel st: NY zip: 11948 Building Permit#: 46491 Section: 144 Block: 1 Lot: 6.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Nicholas Herzner Electrical License No: 42972ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 7 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 9 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 29 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Q' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, Dw, Hood, Micro, 150A Meter Main Disconnect Notes: One Story House Renovation Inspector Signature: Date: March 16, 2022 S.Devlin-Cert Electrical Compliance Form *pF SO(/TyQI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • `fir '`� Southold,NY 11971-0959 'Q APR 5 2022 BUILDING DEPARTMENT BUILDINU"t-4 TOWN OF SOUTHOLD 'FAWN OF SOUTHOLD CERTIFICATION Date: 414 a a Building Permit No. 4(o`I Owner: x001/ I—C a (Please print) Plumber: M N o r k�\ '?(v Mo n- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 7 TRACEY L. DWYER day of l 1 20NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,Wa Notary Public, P� County qqpF SOUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [ ], ROUGH PLBG. [ ] OUNDATION 2ND .- [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.-&CHIMNEY `" [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION J, ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR i OF SOUI�olo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 1NSPEO 10N . [ ] FOUNDATION 1ST [ ROUGH PLBG. fFOUNDATION 2ND [ ] INSULATION/CAULKINGFRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY" SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _f)ojolk V. W111 biva l3ks�, ljle, (k P a% 1> r � . DATE INSPECTOR gfSOUI'fO ' # # TOWN OF SOUTHOLD BUiLDIN DEPT. ��nurm a 765-1802 INSPECTION = [ ] FOUNDATION IST [ ] ROUGH PLBG. - { ] FOUNDATION 2ND [ ]ANSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 'L Z INSPECTOR o�aOF SOplyO f Lee # # TOWN OF SOUTHOLD.BUl NG DEPT. 7654802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND _ [-j INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY, { ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION = [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION I TPRE C/O REMARKS: (T - 0�c_ DATEINSPECTOR ,*Of SO//l�o LAbQON` # # TOWN-OF SOUTHOLD BUILDING DEPT. �`yrourm '� 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING _ [ ] 'FRAMING/STRAPPING [ FINAL =[ ] FIREPLACE'& CHIMNEY [ '] FIRE SAFETY INSPECTION- FIRE-RESISTANT NSPECTIONFIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4 TN6ry H_ p„ma.e-az (�LEiu.-a- t�O&e c GAS P z 2C f�. DATE INSPECTOR MIA POLYURETHANE SYSTEMS fr Insulati®n Certificate This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3, N1101.41,and N1101.8 requirements. The following spray polyurethane foam.product(s) has/have been installed: [ ] Bayseal"OC Open-Cell Spray Foam Insulation (� [ ] Bayseal'OC HY Open-Cell Spray Foam Insulation [' Bayseal®CC X Closed-Cell Spray Foam Insulation DEC [ ] Quadfoam 5006 OC Open-Cell Spray Foam Insulation o ,2 2�2� [ ] 0 Quadfoam Natureseal"OC X Open-Cell Spray Foam Insulation JDJ [ ] Quadfoam 2.06 Spray Foam Insulation 70WNOFs00HOLD Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements. The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- At inches Sloped Ceilings CA , R- %, At inches Walls (Location): R- 3 At ( inches Walls (Location): R- At inches Floors(over an unheated crawl space) R- At inches Crawl Space Perimeter R- I' At inches Basement Exterior Walls R- At inches Other (Location): R- At inches *Nominal thicknesses are representative of field,spray-applied foam material • L lobsiteAddress: �-�- Date of Insulation: , 20 Building Contractor: CC-d�n/�. Insulation Contractor:Cary Insulation(A Truteam Company) Insulation Contractor Phone:(631)218-9350 Installed By: William Kriz INSULATION CERTIFICATE- DO NOT REMOVE -Please Post Near Electrical Panel- �5�.�hC%'.��'a.'Fu.'.v"�.t�.v�.",.ct'+.z','�?.r.�:••.k�,`5".`S�' i?-�"ffw-<=3¢:'.S+ �i..iG�.ivr:.�..assc�;.'•"<.s�,�.".-`v"Ar%.xF.✓.:w=l�.s':«f ;.fias:•<�,.7r�.C.'tSn �.N.�.,s��.c.^S..°?�?,".::w+`•^,v✓.^." t✓�:n"+"eY%S'Ea Accella Polyurethane Systems 2500 Adie Road Maryland Heights, MO 63043 (314)432-3200 N-ww.ucce I I aDOI)'Ufetli,ine.Colli Condon Engineering, P.C. New°York State Licensed Professional.E.ngitieers 1:7,6&S igsbee Road' 631-298-1986 Mattifuck,;New York 11.952 Fax 631>298-_2651 condonengineering.coM June 21;2021`' 'Mr...'Mike Vefity Chief Building'lnspeetor ;Southold ToVi'n Building Department 5�.Q95:'Ro.ute':.25' PCO:BOX,1179' Southold,NbW York 14'971; Re 1.380 Sigsbee R'dad =Mai~tttuck Lie*Mr:Vi.rity, t am certtfytng the septic systlem cutrentlye;nstalled ion the;property The-existing system was; mstalCed earlier this year and replaced oldconcrete blockstructures;The current system was pro pei Iy installed anal me„ets:fhe current Suffolk Conty Department We6lth.ServicsStandards fora 3�:bedrooin resltler�ce_: Ifyoii,;,tiave any questions, please pall fti 631 298 1986. 'Yours Truly, 1T[furr` .. p� NES 1 Condon Engineering, Poco New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengi neeri n g.com November 30, 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Crom/Fear Residence- 1380 Sigsbee Road, Mattituck, NY 11952 Building Permit#46491 Dear Mr.Verity: I inspected the insulation installed in the building and found the insulation to be in accordance with the approved plans.To the best of my knowledge the insulation was installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, V Y b8 FESStO DEC 2 C 2021 BUILDING DEPT. TOWN OF SOUTHOLD Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com November 30, 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Crom/Fear Residence- 1380 Sigsbee Road, Mattituck, NY 11952 Building Permit#46491 Dear Mr. Verity: I inspected the replaced foundation walls along the northern and southern sides of the building and found them to be installed in accordance with the approved plans.To the best of my knowledge the foundation walls are structurally sound and built in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, ®� REQ ��... �]] 051684 ��P�SS1�� F`XrRIOT PO Box 351,Westhampton,NY 11977 Ph:631-283-2240IFx:631-283-2004 info@patriotcontractingcorp.com April 20,2022 Samuel Fear 1380 Sigsbee Road Mattituck,NY 11952 RE:proposal for landscape development Patriot Contracting Corp. (PCC)is to provide all of the labor,equipment and materials needed to complete the following scope of work,based on the April 15,2022 site meeting with the property owner. All work is to be completed to a high level of craftsmanship and in accordance with normal industry standard procedures. Any work or item not specifically listed in this proposal is excluded from the contract. It is assumed that the owner will obtain all needed permits and approvals prior to scheduling any work. Site Preparations; - coordinate they NY811 markout of all the publicly owned utilities on the property - complete an additional private markout of any consumer owned utilities in the work areas $200 Stormwater Drainage; - supply and install thee(3)separate eight foot diameter by four foot deep(8'x4')precast drywells with eight inch(8")extra thick load bearing,solid lids,wrapped in filter fabric - each of the drywells will be plumbed to the two(2)nearest gutter locations with four inch (4")SDR35 rigid pipe and stubbed above grade - all penetrations to be sealed with hydraulic cement and drywells to be wrapped in filter fabric,set a minimum of twelve inches(12")below grade in native sand and backfilled with previously excavated materials only and left rough machine graded - stockpile all excess soil in the work area,for use with final grading $4,600. Roadwater Upgrade; - cost to add an additional four foot(4')deep ring and increase the effective depth of the drywell in the front yard to be eight feet(8')total - supply and install a twenty-four inch diameter by twenty-four inch deep(24"x24") precast catch basin with a cast iron,load bearing grate drain,located near the street water drain and plumb back to the drywell with a dedicated six inch(6")diameter SDR35 pipe - grate elevation to be set approximately six inches(6")below the road so that the area can be graded as to direct the surface water towards this new low point $1,500 Stump Removal; - excavate around and fully grub approximately fifteen(15)different size stumps around the property as to remove entirely with the root system - load and cart a full dump truck load of debris to an authorized recycling facility $1,200 PMFRIOT CONTIUCTING PO Box 351,Westhampton,NY 11977 Ph:631-283-2240/Fx:631-283-2004 info@patriotcontractingcorp.com Driveway Demolition; - demolish the concrete driveway tread-pads running along the southern side of the house - load and cart all related debris to an authorized recycling facility $1,200 Rough Grading; - use the existing materials.only to cut down higher areas and fill in lower areas and re grade the disrupted portion of the property as to prepare for lawn and landscape installation and direct surface water runoff - leave the area rough machine graded only,prepared for irrigation and topcoat of topsoil $1,000 This project is a capital improvement and is not subject to NYS sales tax. A capital improvement form must be returned with the signed contract and a seventy-five percent(75%)deposit.The final twenty-five percent(25%)balance will be due in full at the completion of the project,as invoiced. Any change orders approved during the course of the job will be due in full at time of approval. The final payment and any change orders will be due in full fifteen(15)days from the invoice date.All balances thirty(30) days past due will be subject to an eighteen percent(18%)annual interest rate until paid in full. Balances ninety(90)days past due will be subject to the legal collection process. All court costs,reasonable legal fees and any other associated expenses with the collection of past due balances will be billed to your account. A fifty-dollar($50.00)processing fee will apply to each returned check. Signature and Date Print and Title Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonangineering.com April 22,2022 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: 1380 Sigsbee Road, Mattituck, NY Dear Mr.Verity: As requested, I performed a blower door test for the dwelling at the above referenced property. The blower door reading for the dwelling is 984.5 CFMso(2.75 ACH)which is less than the required maximum leakage rate of 1,072 CFMsoa3.0 ACH. As required by the 2020 NYSECCC, I am a RESNET Certified Home Energy Rater and am qualified to provide performance testing of buildings. Please call me if you have any questions or require additional information. Yours tr , J. Condon, P.E. L[�y-yl Dear Mr.Jarski, Thank you again for performing our final inspection at 1380 Sigsbee Road. We've taken the last two weeks to address the blower door test and the dry wells. I installed a door at the bottom of the cellar stairs as requested and we had the "Blower Door Test" performed by John J Condon. Photos of the door and a letter from Mr. Condon are attached. After consulting with my wife's landscape contacts we've decided to have precast dry wells properly installed for our downspouts as well as a drain at the front of our lot to help us manage flooding onto our property from the derelict storm drain on the road.The company we've consulted (quote attached) is booked until late May, so in the meantime,we have dug temporary dry wells(Photos attached). We are looking forward to moving into our home soon. Please let me know if you require anything further from us to receive our Certificate of Occupancy. Thank you again, Sam Fear 207-522-8178 2 L DESCRIPTION OTY RATE AMOUNT New lnstallatiGn 1 Furnish and install central heating and air conditioning system to consist of the following: �Insta J Trane high'efficiencyp80,000 BTU con ensating gas furnace mo el. #S9�C1'B080U; in resdencetbasernent with 1 retie 3�1/2_ton e�vap`orator;coil, 1" -- Q -� - r centrally located retur Supply outsets to go through flood tw, thf4x110 Boor grilles Install y 1,.ane.3 1/2 fQn heat pump unit,smodel-#4TWR4042,-to;be'r.installed'at Y,: v_�. residence exterior not more than 4 feet from residence structure and within 50 feet of`air handler on pre-cast slab. Ductwork:Trunk duct system shall be fabricated from 26 gauge galvanized steel. Supply air duct shall be wrapped with 3"foil faced, scrim covering.All branch outs to be 7"class 1,foil type, insulated flex duct. Return air duct shall be acoustically lined. Supply outlets shall be to each room as required. All branch line take-offs shall include individual balancing dampers. Mechanical equipment, ducting and piping location and design by DJK Heating &Cooling. Additional Independent Operated HVAC Zone: Create a new 2 zone independent operated forced hot air heating and air conditioning system via independent distribution duct system and electromechanical zone dampers to consist of the following: New HVAC Zones: Zone#1: Living Room, Dining Room, Kitchen and bathroom. Zone#2: Master Bedroom Suite, Bedroom and Office. Includes: Provide and install all necessary additional supply and return air distribution ductwork to accommodate the new zoning configuration. Provide and install all necessary additional Hart&Cooley grilles and registers. Provide and install 1 additional thermostat. Provide and install 2 Honeywell extruded aluminum electromechanical zone dampers. Provide and install 1 Honeywell control panel. Provide and install all low voltage HVAC control wiring. Provide all necessary materials, labor and installation. Included in installation: Low Voltage Wiring Control Wiring 1 White Rodgers Programmable Thermostat 1 Aprilaire air purification system model#2213 PVC venting for furnace Condensate drains Secondary drain pan All necessary materials, labor, installation and start-up. One year guaranty on defects in materials and workmanship during normal business hours. Payment to be made as follows: 50%deposit,30%equipment delivery, 10% ducting complete and 10%start-up. DJK-Heafmg&Coakng,1LC o4356 �• mPO BOX 247 CUTCHOGUE, NY 11935 US 631-765-5554 djkheatingcooling@yahoo.com w BILL TO Maraike Crom 1380 Sigsbee Rd ®ATE" DUE ®ATE Mattituck, NY 1195204I{�2I202 � � p41U21202�1a� � a DESCRIPTION QTY RATE AMOUNT foba . -. r 4 .�J _ p �� ,.h+ .. p� r. r , l R wN�rE � - LOW SHEEN WATER BA FOR WOOD ,. 4^ Y'�S 1 I � I Ar, �r ff _ 1� .':t 111 ��3 ` p i i I /p+ i p } 1 _ ''r o 1�` I i w _ 1 ; y� ✓ i y� •• pw• i '�•�I •.i��:i.�i.. 4'..`y .., vie ION Ir v 3t. r: 4 `r,. �'. �i �� r fi � � i�•. "n y� ,No- � � � � n. ��, ��+ _tom I iCr - ; r i d q a /. C lk r- k yp I n r ..r fi' ♦ _ 1Y: r Lo ell ri w�♦ " L P FIELD INSPECTION REPORT. DATE COMMENTS L FOUNDATION(IST) -------------------------------- .FOUNDATION(2ND) - m oea t( . ti ROUGH FRAMING& .} ! PLUMBING y ~ 1 - 1 i . i! INSULATION PER N.Y. STATE ENERGY CODE Im MIR 4y1I�/ 1 FINAL yol- ro-041 �:-34 - ADDITIONAL COMMENTS Iqg G �U' c p1 q? y Z � X r � - N o x ^Y mut€at Q . TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • ,,� Telephone(631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtomLmgov Date Received APPLICATION FOR BUILDING PERMIT � _..1 -y --�� C4 For Office Use Only e\ ` r MAY - 3 2021 PERMIT NO. Building Inspector: 77 { AppGcattbns and fgrm mtfst be f�#ked uut fl their entirety.IhcQmplete r § 5 5 app#icatlonw�##nut be accepetl1Jt�ere,t#�e App##cant>Is gat the yawner an Y ` �Ouuner'�Ar�thQr�zat�on fnl�m�(Pag�2)�laat#be•cornpletecE�,, '� „ >; tr , a Date: Name: CT #1000- l y I (o. z Project Address: Phone# Mailing Address Sl , CONTACt PERSON n; x x# 7, p a va y y k u w s s Name Mailing Address: .20755 6 bbez- Road MaMA-v&k NY W�52. Phone# X07 -5 2 2 74 '8 Email: ,rnv� -��T @ ��I .CIDV'1s DJESIGN PRC?FES�#ONAL�#N�4iiMAT1(3N Name: ' ohn C,00cloC1 P� Mailing Address: q �p a � 1 Phone# �.�� . ..,�`9 �•.. . 1 1. C�.�.. Email: o t-ol' line - nE! Name: Mailing Address: Phone#: Email: ❑New Structure ❑Addition AAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ —P-C)a 00c) Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes`4No 1 Existing use of property: Re�idGY1+j0'-� Intended use of property: jZG6jden-fiaJ Zone or use district in which premises is situated: R—40 Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. Check=Box After Reading, Ttie owner/Cantraotor/design'profeasionalils responsibie for all drainage and storm water'issues as provided by Chapter 236.6f the Town Code APPLICATION 1SMERE MdD E to the Bwtding Department for theissuance`of a Bwldtng Permit pursuant to tete Builtlmg Zone, Ordinance of the Townof Southold,Suffolk;County,New York and other applicable Laws Ordinances orRegufations;for the construction of buildings, add'it�ons,alterations or for removal or demohtwn as harem ciescrlbed The applicant agrees to comply with all applicable laws ordmagce�,bu�ldirsg code,_ housing code and regulations and to admit authorized�nspectars'on premises and m buillmg(sj for necessary inspedians False statements made,he�re�n are` .' puri'ishable as`a Class Aisdeineaear pursuant to Sect�op 21t3 45 of the NewYo�k State,Pena)Law; ;yt ;; ,, Application Submitted By(print name) ❑Authorized Agent Ovvner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 5j6y,It ) ,a n'u lel W rear being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Owner (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn 3�1before me this 1 , Pday of 1 MQN 200'0 Wtary Public EVE L.GA`PZ-SCHWA1ViBO N PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC.STATE OFNEW YO RE Registration No.01GA6274028 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires Dec.24,20—C& I, residing at do-hereby authorize to apply on my be alf tot e Town of Southold Building Department for approval as described herein. C Owner's �Signature Date Print Owner's Name 2 �S�EFOL, CO BUILDING DEPARTMENT- Electrical Inspector O G TOWN OF SOUTHOLD oma` Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol' rogerr(cD-southoldtownnu.gov - seand ansoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: Electrician's Name: >;- License No.: M r&, 1.( 21.E ZElec. email: . Elec. Phone No: -9t A3 ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: P Cross Street: Phone No.:. _.,._ - - - �-BIdg�Permit.#:_��. t f...-- --.•_ _:.:.-.. . ---_ -. _._ , --errrail:--- .--- -==-- --- -- - - - _ --- -- Tax'Map District: 1000. Section:° Block: Lot: BRIEF DESCRIPTION OF WORK; INCLUDE SQUARE FOOTAGE (Please.Print Clearly): Square Footage: Circle All That Apply: :Is job ready for inspection?: YES❑ NO F-]Rough In ElFinal Do you need a,Temp Certificate?: ❑ YES F-] NO Issued On Temp Information: (All information.required) Service SizeF�1 Ph n Ph Size: - A #.Meters Old.Meter# F71-New Service0 Fire ReconnectOFlood Reconnect OService ReconnecfiOUndergroundDOverhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAY-MEN-T-DUE-WI-T-H-APPL-IC-A-T-ION-.m.. - W s Pr UkY n 1' v q Ce/INhPi On, S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 1 LOT(S):6.2 I Lor 27 FC ;E N 69022'00" E 143.27' 0.3 N P/0 LOT 284' CHAINLINK FENCE 0.3'N MON. MONrn. 15.7' N O 0 29.9' 00 z O w v1 21.7' : 8.1': U_ LL LULU �^ o :'::31.4':�.:.'.�.:.�.�.:�.�•=�. `/1 LAND N/F OF Q . •. P/0 LOT 28 COUNTY OF SUFFOLK ROOF > OVER :: :' :- 0 G.M. o LOT 29 6.5'':=.:::: 1 STY. FRM. c7 DWELLING-..-I,..1 4h, OUTDOOR o° . ;::'::':-'•::: #1380'•:;:=..::: SHOWER 6:0 . CONC. WALK p O M.H. 4'x7' o l N CONC. 0 m N�.�:':";'•:-::::".'.�:.:�•�.;:.��:•�.:•;':�.".:•:�::• STOOP Qq z o :'• 31.9'.: 25.1' O 6.5' :'..25.2' CONC F\. FRM. GARAGE14.8' REBAR 0.5'E 1.2'S6' STOCKADE FENCE Li 0.91 S 69022'00" W 143.55' mow U. . LOT 30 THE WA7ER SUPPLY, WELD DRYWELLS AND CESSPOOL Co LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS Cr AND OR DATA OBTAINED FROM 07HERS AREA: 13,622.42 S.F. or 0.31 ACRES ELEVAnON DA TUM. UNAUTHORIZED AL7ERA17ON OR ADDInON TO THIS SURVEY IS A WaAnON OF SEC77ON 7209 OF THE NEW YORK STA7E EDUCAn0N LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U7701V LISTED HEREON, AND 70 7HE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIF7C PURPOSE AND USE THEREFORE THEY ARE pECONIC BAY BLVD• NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECnON OF FENCE$ ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHMCALLY EVIDENT ON THE PREMISES AT THE RME OF SURVEY SURVEY OF: LOT 29, P 0 LOT 28 INCL. CERTIFIED To:ANNE M. CROM; SAMUEL W.M. FEAR; M,p oF, AMENDED MAP OF PROPERTY OF FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC; MATTITUCK PARK PROPERTIES, INC. JP MORGAN CHASE BANK, N.A.; FlLED: JANUARY 12, 1926 No.801 SITUATED AT MATTITUCK TowN OF:SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUB LAND SURVEYING, PLLC Professional Land Surveying and Design Vora P.O. Bos 153 Aquebogue, New York 11991 FlLE #221-06 SCALE:1"=20' DATE:JAN. 14, 2021 N.Y.S. USC. NO. 050882 PHONE (891)298-1588 FAX(691) 296-1598 Generates! by REScheck-Web Software K�_ Compliance Certificate p JUN 9 2021 Project 1380 Sigsbee 6-6-2021 �C T. Yll Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1380 Sigsbee Road Samuel Fear Maraike Crom Mattituck, NY 11952 2075 Sigsbee Road 2075 Sigsbee Rd Mattituck, NY 11952 Mattituck, NY 11952 2075228178 6462621431 samuel.fear@gmail.com maraikecrom@gmail.com o e Envelope Assemblies Gros's Area Cavity Cont. Perimeter Dropped ceiling: Flat Ceiling or Scissor Truss 648 49.0 0.0 0.026 17 Cathedral: Cathedral Ceiling 589 40.0 0.0 0.026 15 NE Wall Living room:Wood Frame, 16"o.c. 200 21.0 0.0 0.057 10 Orientation: Front Double Hung:Wood Frame 11 0.300 3 SHGC: 0.28 Orientation: Front Double Hung 2:Wood Frame 11 0.300 3 SHGC: 0.28 Orientation: Front Double Hung 3:Wood Frame 11 0.300 3 SHGC:0.28 Orientation: Front NE Wall Inside Glass Porch:Wood Frame, 16"o.c, 236 21.0 0.0 0.057 it Orientation: Front Door:Solid Door(under 50%glazing) 20 0.210 4 Orientation: Front Double Hung:Wood Frame --- --- --- --- --- SHGC: 0.28 Orientation: Front Exemption:Storm window alteration. Project Title: 1380 Sigsbee 6-6-2021 Report date: 06/06/21 Data filename: Pagel of 3 Gross Area Cavity Cont. Perimeter Double Hung 3:Wood Frame --- --- --- --- --- SHGC: 0.00 Orientation: Front Exemption:Storm window alteration. Double Hung 2:Wood Frame --- --- --- --- --- SHGC:0.28 Orientation: Front Exemption: Storm window alteration. NW-Wall Kitchen:Wood Frame, 16"o.c. 248 21.0 0.0 0.057 12 Orientation: Right side Kitchen Casement 1:Wood Frame 10 0.280 3 SHGC: 0.32 Orientation: Right side Kitchen Casement 2:Wood Frame 10 0.280 3 SHGC: 0.32 Orientation: Right side Kitchen Casement 3:Wood Frame 10 0.280 3 SHGC:0.32 Orientation: Right side SW Kitchen Wall:Wood Frame, 16"o.c. 200 21.0 0.0 0.057 6 Orientation: Back 4 panel slider: Glass Door(over 50%glazing) 77 0.290 22 SHGC:0.32 Orientation: Back Transom Window:Wood Frame 15 0.270 4 SHGC: 0.33 Orientation: Back SW Master wall:Wood Frame, 16"o.c. 160 21.0 0.0 0.057 7 Orientation: Back Master Slider: Glass Door(over 50%glazing) 33 0.300 10 SHGC: 0.33 Orientation: Back Master Bath Casement:Wood Frame 9 0.280 3 SHGC:0.32 Orientation: Back SW 3rd BR Wall:Wood Frame, 16"o.c. 68 21.0 0.0 0.057 3 Orientation: Back Window:Wood Frame 19 0.280 5 SHGC: 0.32 Orientation: Back SE Wall:Wood Frame, 16"o.c. 177 21.0 0.0 0.057 9 Orientation: Left side Bedroom Casement 1: Wood Frame 9 0.280 3 SHGC: 0.32 Orientation: Left side Bedroom Casement 2:Wood Frame 9 0.280 3 SHGC: 0.32 Orientation: Left side SE Wall Inside Glass Porch:Wood Frame, 16"o.c. 70 21.0 0.0 0.057 2 Orientation: Left side French Door:Glass Door(over 50%glazing) 33 0.290 10 SHGC:0.32 Orientation: Left side SE 3rd BR Wall:Wood Frame, 16"o.c. 48 21.0 0.0 0.057 3 Orientation: Left side NW 3rd BR Wall:Wood Frame, 16"o.c. 52 21.0 0.0 0.057 3 Orientation: Right side Floor:All-Wood joist/Truss 1,237 20.0 0.0 0.046 57 Project Title: 1380 Sigsbee 6-6-2021 Report date: 06/06/21- Data 6/06/21Data filename: Page 2 of 3 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The pro ed building has been designed to meet the 2018 IECC requirements in REScheck Version : RE-Scrheckk--Web gand to comply with the tory requirements listed in the REScheck Inspection Checklist. Name-Title natu Date Project Title: 1380 Sigsbee 6-6-2021 Report date: 06/06/21 Data filename: Page 3 of 3 APPROVED AS NOTED OCCUPANCY OR�S �� UNLAWFUL Additional DATE: �� B.P.# �/ ��°�®�� CERTIACATE Certification FEE/ 20 -hod BY: 'W4- �1��9�9 May Be Required.. NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 765-1802 8 AM TO 4 PM .`)R THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE RETAIN STORM WATER RUNOFF 2. ROUGH - FRAMING & PLUMBING PURSUANT TO CHAPTER 236 3. INSULATION COMPLY WITH ALL CODES Of-- OF THE TOWN COIDE, 4. FINAL - CONSTRUCTION,,MUST NEW YORK STATE & TOWN CODES BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES Must provide Manuals N.Y.S.DEC D, J and S as per NYS Energy Code PLUMBER CERTIFICATIOi',Y 81CMCk ON LEAD CONTENT BEFORE, sPECTtoN R UTRED CERTIFICATE OF OCCUPANC Blower d®or SOLDER USED IN WATER and ductwork SUPPLY SYSTEM CANNOT testing required. EXCEED 2/90 OF 9% LEAD. DOOR SCHEDULE: WINDOW SCHEDULE: ELEVATION LEGEND: Architectural Designer: TAG WIDTH HEIGHT DOOR MATERIAL DOOR TYPE OPERATION QUANTITY/LOCATION TAG ANDERSEN REFER.NO. R.O.WIDTH R.O.HEIGHT QUANTITY DESCRIPTION EXISTING WINDOW LOCATION 1 3-0" 6-8" FIBERGLASS/GLASS SINGLE-EXTERIOR LEFT/OUT-SWING (1)FRONT DOOR A WDH2442E 30-1/8" 52-7/8" 12-CLEAR WOODWRIGHTD.H. NEW SIDING-CEDAR SHINGLES Maraike Crom 2 51-1. 6-91 FIBERGLASS DOUBLE-EXTERIOR RIGHT/OUT-SWING (1)PORCH B CW14 28-7/8" 48-1/2" 3-CLEAR CASEMENT Phone: (646)262-1431 3 2'-8" 6-91 FIBERGLASS SINGLE-EXTERIOR RIGHT/OUT—SWING (1)PORCH C CW14-2 57-3/8" 48-1/2" 1-CLEAR MULLED CASEMENT ELEVATION NOTES: Email:maraikecrom@gmail.com 4 4'-10" 6-81, FIBERGLASS/GLASS SINGLE-EXTERIOR SLIDING DOOR (1)MASTER BEDROOM D CW145 28-7/8" 53-5/16" 3-CLEAR CASEMENT 1.ALL EXISTING WINDOWS REPLACED WITH 5 111-91 6-7 1/2" FIBERGLASS/GLASS DOUBLE-EXTERIOR SLIDING DOOR (1)DINING ROOM E FLX 9'X1'8" 108-1/2" 20.5/8" 1-CLEAR SPECIALTY RECTANGLE DUAL PANE,ENERGY EFFICIENT WINDOWS 6 2'-B" 6'-8" MASONITE SINGLE-INTERIOR PER DRAWING (3)BEDROOM i 7 2'-4" 6'-8" MASONITE SINGLE-INTERIOR POCKET DOOR (2)BATHROOM n iffi?l�'"Stam `*4+.'` ' ABBREVIATIONS: 9„ t p, 8 T-9' U-8" MASONITE DOUBLE-INTERIOR RIGHT/IN-SWING (2)CLOSET �A, �a / 1w CJ=CEILING JOIST AA 9 2'-6" 6-6- MASONITE SINGLE-INTERIOR LEFT/IN-SWING (1)CLOSET EX.=EXISTING 'f��r / �• Cr(y . EXT.=EXTERIOR FJ=FLOOR JOIST 10 4'-0" 6-91 MASONITE DOUBLE-INTERIOR BYPASS DOOR (1)STORAGE FTG=FOOTING �h RR=ROOF RAFTER 11 Z-8" 6'-8 MASONITE(LOUVER) SINGLE-INTERIOR LEFT/IN-SWING (1)LAUNDRY W/=WITH a C V.I.F.=VERIFY IN FIELD ' TYP.=TYPICAL < \ p CL=CENTERLINE GYP.=GYPSUF. O� A D.H.=DOUBLEOUBLE HUN h 4 R.O.=ROUGH OPEN ,, SIM.=SIMILAR N EXISTING ROOF TO REMAIN THROUGHOUT PORCH REMAINS VISUALLY DISTINCTTHROUGH MAXIMIZED GLAZING LOCATION OF EX.WINDOWS I I EX.SIDING REPLACED W i THROUGHOUT U WINDOWS REPLACED WITH NEW WINDOWS TO MATCH EX. O O O O O \ AD OA OA I O I O DUAL PANE,ENERGY ORIGINAL WINDOWS CH EFFICIENT WINDOWS w` INTERIOR WALL OF THE PORCH � — — — — _ 1 r 1r7" PARGE EXPOSED CONCRETE,TYP. U) o a) w z TILim � V LOCAON OF EX WINDOWS, LOCATION OF EX WINDOWS, PATCHING AS REQUIRED PATCHING AS REQUIRED 0 n East Elevation U 114" = 1'-0" ^, W 000 Lco E 0 U EXISTING ROOF TO REMAIN THROUGHOUT EX.SIDING REPLACED THROUGHOUT PORCH REMAINS VISUALLY DISTINCT THROUGH MAXIMIZED GLAZING ' O O NEW WINDOWS TO MATCH EX L N 9 2021 Date 06/08/2021 \ O O ORIGINAL WINDOWS ON INTERIOR WALL OF THE PORCH Drawn by MC . ..,..,.,� �.Y• Checked by JC Scale 1/4"= 1'-0" Elevations DRAWING LIST: WINDOWS REPLACED WITH DUAL PANE, LOCATION OF EX.WINDOWS, A-1 ELEVATIONS ENERGY EFFICIENT WINDOWS- PATCHING AS REQUIRED A-2 ELEVATIONS SAME LOCATION AS EX WINDOWS A-3 EXISTING PLAN A-4 FOUNDATION PLAN n South Elevation A-5 PROPOSEDPLAN G AS SECTIONS A— 1M T A-7 FRAMING DETAILS O A-8 DETAILS A-9 GENERAL NOTES N O N 00 ELEVATION LEGEND: Architectural Designer: EXISTING WINDOW LOCATION NEW SIDING-CEDAR SHINGLES Maraike Crom Phone: (646)262-1431 ELEVATION NOTES: Email:maraikecrom@gmail.com 1.ALL EXISTING WINDOWS REPLACED WITH DUAL PANE,ENERGY EFFICIENT WINDOWS ,777 girie�s" t'arI ABBREVIATIONS: „, �,��• C �j��''�,,.� CJ=CEILING JOIST �• �/tJ EX.=EXISTING = �� EXT.=EXTERIOR /`Zwr� dOW FJ=FLOOR JOIST FTG=FOOTING RR=ROOF RAFTER W/=WITH V.I F.=VERIFY IN FIELD _ 4 TYP.=TYPICAL CL=CENTERLINE A D HP=GYPSUDOUBLE HUNG 51684 v� R.O.=ROUGH OPENING A0 a EXISTING ROOF TO NEW TRANSOM WINDOW REPLACED WITH DUAL PANE, SIM.=SIMILAR /4 Q Ssjd) REMAIN THROUGHOUT WINDOW ADDED ENERGY EFFICIENT WINDOW EX.SIDING REPLACED THROUGHOUT O I I I I I I I I I 0 I I I � I � � ► �r-- V CU I PATIO DOOR REPLACED WITH LARGER, LOCATION OF WINDOWS REPLACED WITH DUAL PANE, LOCATION OF EX. O ENERGY EFFICIENT DOOR EX.DOOR ENERGY EFFICIENT WINDOWS-SAME WINDOWS,PATCHING W LOCATION AS EX WINDOWS AS REQUIRED ^' W West Elevation •0 1/4" = 1'-0" L Cl) .� ca W 000 E WINDOWS REPLACED WITH O DUAL PANE,ENERGY EFFICIENT WINDOWS U EXISTING ROOF TO REMAIN THROUGHOUT EX.SIDING REPLACED THROUGHOUT V EX.DOOR REMOVED, O L �DD I O PATCHING AS REQUIRED Date 06/08/2021 Drawn by MC Checked by JC Scale 1/4"= T-0" Elevations LOCATION OF EX.WINDOWS, PATCHING AS REQUIRED g 2 North Elevation00 U 1/411 = 11-091 A-2 o 7t N O N W EXISTING PLAN LEGEND: Architectural Designer: EXISTNG WALL-TO REMAIN EXISTING WALL-TO BE REMOVED E I FRAMED OPENING Maraike Crom Phone: (646)262-1431 Email:maraikecrom@gmail.com 8'-10" 4--5" 4'-5" 0- j7- CID C� IN KITCHEN 111-01, 8'-11 1/2" 5'-5 1/2" 13--8" ALL EXT WINDOWS TO BE REPLACED WITH DUAL PANE, ENERGY EFFICENT WINDOWS 00 3'-8" 7'-4" 3'-0" 3'-0" 11 1/2' LO 3 -10" V.1.F. ---qI BEDROOM Q BATH BEDROOM (9'-71/2"X11'-0") (9-21/2"X13'-8") (9'-91/2"X6-11112") I I 00 LO 0) L -J L ————————————-- -- —rT— 7- 7 M(3)ORIGINAL D.H.WINDOWS (PRESUMABLY FROM THE 1930s) TO REMAIN NEW WINDOWS AT PORCH TO DINING MATCH THESE WINDOWS IN TYPE AND SIZE: (9--a'X 19--v) D.H.,6-OVER-1,39'X53". �04 CU ENTRY 0 (1 V-3 11Z'X 18'-U) Q) z BEDROOM 00 (6-1a'x 11'-U) ry Cf) L? Cy) CIO C/5 NJ �74 40 CU 2: (ORIGINAL WINDOW) (ORIGINAL WINDOW) (ORIGINAL WINDOW) CY) LIVING (12'-11"X19'-1") 18'-0" co E C? 0 GLASS ENCLOSED WINDOWS HE 19�)j I L12-1 7< GLASS ENCLOSED L PORCH x 3_) f Ex.JALOUSIE 4'-5" 8'-6" 2'-4" 2'-4" 2'-4" 6'-01, ALL EX.EXTERIOR WINDOWS AT PORCH 10 e 001 WALLS TO REMAIN TO BE REPLACED V.I.F. 29'-31/2" 191-11. Ide Date 06/08/2021 Drawn by MC Checked by Checker Scale 1/4"= 11-01, n_Existing Plan 1/411 19-011 N Existing Plan CONSTRUCTION NOTES: 1.CONTRACTOR TO NOTIFY THE DESIGNER/ENGINEER OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS,CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE ®AC14 CONSTRUCTION DRAWINGS/SPECIFICATIONS- 3 2.THESE DRAWINGS ARE INSTRUMENTS OF SERVICE&ARE 7: THE PROPERTY OF THE DESIGNER/ENGINEER.NO C*q CHANGES&OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN CONSENT.ANY REPRODUCTION IN PART OR C"I WHOLE IS PROHIBITED. 1(0 LEGEND: Architectural Designer: EXISTING WALL ® NEW WALL -_= BEAM/LVL(ABOVE) Maraike Crom BATT/FIBERGLASS INSULATION Phone: (646)262-1431 CLOSED CELL FOAM INSULATION Email:maraikecrom@gmail.com INSULATION NOTES: • M EXISTING EXTERIOR WALLS:2'%4"STUD.CLOSED CELL SPRAY FOAM INSULATION.R-21. ��n ? �Sv ^4� EXISTING DROPPED CEILING/ATTIC:2'X6"JOISTS.NEW EXISTING FIBERGLASS INSULATION BY OWENS CORNING OR SIM.R-49. % '`� - I. FOUNDATION WALL S a NEW CATHEDRAL CEILING:NEW 2"X8"s SISTERED TO EX. ��`� %ft'"M ��} 2"X6"JOISTS.CLOSED CELL SPRAY FOAM INSULATION.R-40. EXISTING STAIR 0 � ,�'" W/BILCO DOOR EXISTING FLOORS:2"X6"JOISTS.NEW FIBERGLASS t f INSULATION BY OWENS CORNING OR SIM.R-20. }' ! j * t 'cl-NkY = _ �J .j ABBREVIATIONS: �'� 516$4 EXISTING CJ=CEILING JOIST OFESSIO FOUNDATION WALL EXISTING EX.=EXISTING FOUNDATION WALL EXT.=EXTERIOR FJ=FLOOR JOIST FTG=FOOTING if EX.(3)2"X6" RR=ROOF RAFTER W/=WITH V.I.F.=VERIFY IN FIELD TYP.=TYPICAL CL=CENTERLINE GYP.=GYPSUM D.H.=DOUBLE HUNG cVR.O.=ROUGH OPENING SIM.=SIMILAR I I I I EX.(3)2'X8" EX.2"X6" @16"OC L— J L — J - OLD CMU BLOCK O DETERIORATING REPLACED W/NEW ' (O LOCUST POSTS BLOCK PIERS co REPLACED W/ V BLOCK PIERS I F-- 7 EX.(4)2'X6" EX.(3)2'X6" -1 -1 A-6 V --- --- - ------ I I EX.(1)4„XB„ / _===L L === == = I- ---- L _J L_ J ^, oCRAWL FULL CRAWL - W EX.2'X6^ EX.2X6" N @ 16"OC SPACE BASEMENT @ 16"OC SPACE in LO (EXISTING) (EXISTING) I- -I (EXISTING) CU F- r- (2)2"X8" O I I I EX.(3)2"X8" EX(3)2"X8" =_ --- --- - / Z ---= ===== 1== ===== D _ _ L— J L —J L J NEW BEAM L J ,[ ZNEW V' C UNDERI6 OCK SLAB NEW 3' NFTG SLAB UNDER DER BLOCKco PIER ABOVE r� �I r I� PIER ABOVE I- F -1 I I EX.(3)2'X8" I I EX.(1)4'X8" W C) =Q == =1= 1======_ ---==1 === === I== = = = = M LLJ L J L J L J L J 5'-10" TEM p 6'-8" 1111 6'-11" 8'-11" 6'-0" 6'-11" 6'-0" / illi E CD / 000 O X IIII ~ M IIII @ 12"OC 71 EXISTING STAIR CLOSED OFF- w l l l 1 LONGER IN USE O 1111 U i l l l NEW DUTCH WALL NEW DUTCH WALL ALONG PERIMETER W/1'FTG ALONG PERIMETER W/V FTG lilt EXISTING EXISTING FOUNDATION WALL A L I I I I I I l I I I 3'-0"FOUNDATION WALLS 9'-2" POURED SLAB, I l l i t II I I UNDER MASONRY STOOP II , L�----------rJ III LL_ ----------� Date 06/08/2021 Drawn by MC Checked by JC Scale 1/4"= 1'-0" Foundation Plan 1/411 it-Oil N Foundation Plan CONSTRUCTION NOTES: 1.CONTRACTOR TO NOTIFY THE DESIGNER/ENGINEER OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS,CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCTION DRAWINGS/SPECIFICATIONS. Cl) A�4 N 2 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE&ARE d: THE PROPERTY OF THE DESIGNER/ENGINEER.NO N CHANGES&OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN CONSENT.ANY REPRODUCTION IN PART OR N WHOLE IS PROHIBITED. O 04 LEGEND: Architectural Designer: EXISTING WALL ® NEW WALL __= BEAM/LVL(ABOVE) Maraike Crom BATT/FIBERGLASS INSULATION Phone: (646)262-1431 CLOSED CELL FOAM INSULATION Email:maraikecrom@gmail.com 4'-5" V 4'-5" INSULATION NOTES: Of EXISTING EXTERIOR WALLS:ZX4"STUD.CLOSED CELL k:,T.M SPRAY FOAM INSULATION.R-21. Epgin6e� Stamp:?r',-1 /ATTIC:ZX6"JOISTS.NEW FIBERGLASS IINSULATIONDROPPEDI NG BY OWENS CORNING OR SIM.R-49. Q��' ill co NEW CATHEDRAL CEILING:NEW 2"XB"s SISTERED TO EX. i.t.� !+n�► ��' 2"X6"JOISTS.CLOSED CELL SPRAY FOAM INSULATION.RAO. f 0 \ X17 a EXISTING FLOORS 2"X6"JOISTS.NEW FIBERGLASS CW14-2 MULLED ✓ INSULATION BY OWENS CORNING OR SIM.R-20. r EX EXT.WALLS (NEW INSULATION ADDED) 001 BEDROOM ABBREVIATIONS: o ` (11'-3"X 8'-10') C'. CJ=CEILING JOIST p SAeaaA'w EX.=EXISTING r r O EXT.=EXTERIOR ` -- -—0-- - - FJ=FLOOR JOIST (2)9-1/2"LVL __ _ ____ __ = 5 FTG=FOOTING N "I -- — — — --- — — RR=ROOF RAFTER 4'-10"x6-8" CW14 W/=WITH V.I.F.=VERIFY IN FIELD 12'-a'x 6'-8" TYP.=TYPICAL NLGD12068-4 6i CL=CENTERLINE EX.EXT.WALLS 3 (NEW INSULATION ADDED) 310 '-4" 5'-1" I EX.EXT.WALLS ' GYP.=GYPSUM (INSULATED) � CV D.H.=DOUBLE HUNG ✓ R.O.=ROUGH OPENING MASTER - SIM.=SIMILAR ZO BATH A-7 "' 3 (614"X 8'-011) O2"X9"COLLAR TIE _ BOLTED TO RAFTERS �- M MASTERO o 7-6 - N BEDROOM I (17-3"x 1 r-1a1 24, _ DINING u) _ 2"X8"COLLAR TIE U 4 OO 10 -- --- --BOLTED TO RAFTERS---- -- - ' 5'-10" 3'-6" II/ 3'-0" J/// 5'-6" I W I OLARTIE BOLTED Tol oo O RAFTERS I - iv 10' KITCHENLu - O O� - O w bo (8'-2"X 19-1") _ o CID M CO M OJ O v BEDROOM in -— _ — — ——BO TED TOL RAFTERS— — — — —— - Y LAR TIE V) Bo (8'-ta'X14'(Y') -- — — — — — — I — — — — — — --- 0 V _ NEW V' LO \ / BATH o EX.EXT.WALLS x F9 O �/J (NEW INSULATION ADDED) ;;T d 7'XB"COLLAR TIE O BOLTED TO RAFTERS v M (EXISTING) (EXISTING) O (EXISTING) a — co 16'-21/2" 2'-e"x6-9' _T== LL ✓ L I TX6"EX.RR @ 24"OC _ 29'-3 1/2" 0 I — 7 ✓ Li SISTER W/(2)2"X8" E 7'X8"COLLAR TIE (V O N io BOLTED TO RAFTERS = GLASS ENCLOSED 2 ' o �_ _ rn 3 EX.EXT.WALLS PORCH A-7 o LIVING ' (NO INSULATION) (9'-3"X29-3") 1 EX.EXT.WALLS _ (V N2 C7 LU (17-9" 19-1'1 (INSULATED) x in 0 3 04WDH2442E II WDH2442E WDH2442E WDH2442E WDH2442E [3!-U'x6-6" WDH2442E WDH2442E WDH2442E WDH2442E WDH2442E O REPAIR STOOP 2'-0" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 3'-1" 5'-2" 5'-2" 4'-41/2" 1 11 29'-3 1/2" 41 Date 06/08/2021 Drawn by MC Checked by JC Scale 1/4"= 1'-0" n Proposed Plan N Proposed Pian CONSTRUCTION NOTES: 1.CONTRACTOR TO NOTIFY THE DESIGNER/ENGINEER OF PLAN NOTES: ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS,CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE d 1. ALL NEW PARTITION WALLS TO BE 7'X4"WITH 1/2"GYP CONSTRUCTION DRAWINGS/SPECIFICATIONS. LO A-5 M BOTH SIDES 2. ALL INTERIOR HEADERS TO BE(2)2"X8",UNLESS 2.THESE DRAWINGS ARE INSTRUMENTS OF SERVICE&ARE 2. N OTHERWISE NOTED THE PROPERTYF THE DESIGNER/ENGINEER.N 3.ALL EXISTING WINDOWS REPLACED WITH DUAL PANE, CHANGES&OR MODIFICATIONS SHALL BE ALLOWED W/O ENERGY EFFICIENT WINDOWS WRITTEN CONSENT.ANY REPRODUCTION IN PART OR N WHOLE IS PROHIBITED. o N LEGEND: Architectural Designer: EX.RIDGE EXISTING WALL 2X6"(V.IF•) - ---------- ----- ----- - — NEW WALL T.O.FSC.2"X6"CJs @ 24"O.C., r—SISTER 7'X6"TO EX.7'X6"RRs, — — — — — — — — — — — — — — RIDGE __= BEAM/LVL(ABOVE) Maraike Crom EX EAVES R49 BATT INSULATION ADDED EX.ROOF EX.7'X6" R 40 CLOSED CELL FOAM EX.ROOF 14'-2" BATT/FIBERGLASS INSULATION ASSEMBLY -----_----RRs@24"O-C�-- I INSULATION ADDED �\ Phone:(646)262-1431 y -------------------- - -- I 7X6"COLLAR TIES CLOSED CELL FOAM INSULATION ° Email: maralkecrom@gmail.com } { BOLTED TO RAFTERS, , AT LOWER THIRD ;T (LOWER THIRD) I INSULATION NOTES: ATTIC ---- - - : — — — — - - 10 -1 EXISTING EXTERIOR WALLS 7X4"STUD.CLOSED CELL SPRAY FOAM INSULATION.R-21. Engineer's Stamp: T.O.TOP PLATE I EXISTING DROPPED CEILING/ATTIC:7X6"JOISTS.NEW - FIBERGLASS INSULATION BY OWENS CORNING OR SIM.R49.81 1! i NEW CATHEDRAL CEILING:NEW 7X8"s SISTERED TO EX. 2 X6' JOISTS.CLOSED CELL SPRAY FOAM INSULATION R-40. #Y� EXISTING INSULAT ON BOY OWENS CORNING OR SIM.R-20. SS Q�•�� QwA �Q�f `^ < NEW PARTITION TYP.EXT.WALL CONSTRUCTION: I WALL ADDED O CEDARSHINGLE IN LE SIDINGHOUSEW A / EX.WALL-7X4"STUDS, eQj — R-21 CLOCELL FOAM —� I� SED (NOSED ON ADDED MASTER 2'X14"S UDS@2l4"O.C. i ABBREVIATIONS: y BEDROOM BEDROOM STORAGE DINING ROOM R-21 CLOSED CELL FOAM INSULATION 1 (2)7X4"TOP PLATES I d CJ=CEILINGJ Z` (1)2'X4"BOTTOM PLATE EX. EXIISSTIIR OR e \" — 1/2"GYP.BOARD(INTERIOR) 74 FJ=FLOOR JOIST — — GROUND FLOOR3 FTG=FOOTING —� RR=ROOF RAFTER A-7 W/=WITH V.I.F.=VERIFY INFIELD _— _—_ — _ — _ TYP.=TYPICAL CL=CENTERLINE GYP.=GYPSUM EXISTING EXISTING D.H.=DOUBLE HUNG CRAWL SPACE CRAWL SPACE R.O.=ROUGH OPENING — r - — — — — — — — CRAWL SPACE SIM.=SIMILAR -3, EXISTING BASEMENTL DUTCH WALL ADDED EX.7X6"FJs @ 16"O.C., EX.CRAWL 3"SLAB 3"SLAB EX.TRAWL EX.2"X6"FJs @ 16"D.C. DUTCH WALL ADDED W!1'-0"FTG R-20 BATT INSULATION ADDED SPACE REPAIRED ADDED ADDED SPATE REPAIRED R-20 BATT INSULATION ADDED W/V-0"FTG ° W - U Building Section W mo PRESCRIPTIVE DESIGN PER R402, //� cu 20181ECC V J o CLIMATE ZONE:4A /If♦ f1/ �"' FLOOR R-VALUE: R-19 N a) z `■ice W .� 1114 3 1112 01114 M111/4 1 114 3 1 1/4 1 12 1 1/4 FAL SLAB(HEATED)(7 PERIMETER): R-10 �(n ;J W.M. TM D W �x /� •_ _ .}J FRAMED WALL R-VALUE: R-20 CIO (V/J5 ( 11/2 fil., 2 J2 3 1114IOEX.ROOF ASSEMBLY cl 3 c.a I 3 I c.o BASEMENT WALL CONDITIONED O�y� ` 3 3 SPACE BASEMENT R-10/13 W TYP.PROVIDE RAFTER TO EX.2"X6"RRs (o TOP PLATE CONNECTION @ 24"O.C.(V.I.F.) r (SIMPSON TSP,H10 OR SIM) EX.2"X4"TOP PLATE(V.I.F.) CEILING R-VALUE: R-49 4 E CONT.(2)2'X6"HEADER TO APPROVED SEPTIC SYSTEM FENESTRATION U-FACTOR. 0.32 TYP.PROVIDE STUD TO SLOPE 1/4"PER FOOT PITCH TO DRAIN 4^DI Ik TRAP HOUSE O TYP.NAILING AS PER HEADER CONNECTION NAILING SCHEDULE ON A-9 (SIMPSON SP1,SSP OR SIM.) ��Lumbing Schematic GLAZED FENESTRATION SHCR: 0.40 t NP.STRAPPING 16"O.C. U (SIMPSON CS OR SIM) 7X4"FRAMING AROUND DOOR TYP.7)4"FRAMING AROUND WINDOW 2"X4"$TUD$ MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 @ 16"O.C. DF#2 STUDS CONNECTED TOGETHER WITH PROVIDE METAL 0'-7' 0'-7' STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 7-0"O.C. FLASHING AT ALL WINDOW SILLS a a a TYP.PROVIDE STUD TO BOTTOM PLATE CONNECTION (SIMPSON SP114,SSP OR SIM.) 1/7'APA RATED SHEATHING 12'APA RATED SHEATHING 3/4"APA PLYWOOD GRADE PLYWOOD GRADE PLYWOOD SHEATHING (2)2"X4"SILL PLATE (ALTERNATIVE 7/16"O.S B) (ALTERNATIVE.7/16 O.S B) EX.7X4"BOTTOM PLATE r 2X4 DF#2 STUDS (V.I.F.) FSC.(2)7'X6"END JOISTS EX.2"X6"SILL PLATE(V.I F.) Date 06/08/2021 (V.I.F.) — Drawn by MC FoCMU DATIONCK Checked by JC Scale As indicated WINDOW SILL nx frac NOTES. Sections 1.ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR'SIMPSON'EQUIVALENT CS20(COILED STRAP). TYPICAL WINDOW OPENING TYPICAL DOOR OPENING TYPICAL MULTIPLE OPENINGS STRAPPING TO BE @16 O.C. PANEL SPAN EQUAL TO OR PANEL SPAN GREATER THAN 4 FEET AND PANEL SPAN GREATER THAN 6 FEET AND 2.CONTRACTOR TO VERIFY EXACT LOCATIONS OF EXISTING FRAMING MEMBERS IN FIELD. SMALLER THAN 4 FEET EQUAL TO OR SMALLER THAN 6 FEET EQUAL TO OR SMALLER THAN 8 FEET AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) Exterior Wall Framing Detail @ Front Door (Porch) CL n �1 Wind-Borne Debris Protection for Wood Structural Panel � �- 1/2" = 1'-011 "T 6 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WITH MINIMUM THICKNESS OF 7116"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHEMENT HARDWARE PROVIDED.(REFER TO SECTION 1609 1 4,1609.8.5 AND TABLE 1609 1.4 OF NN/S/RESIDENTIAL CONSTRUCTION CODE).THISIS NOT A SUBSTITUTION FOR DESIGN- PRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.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 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. CV O CV Architectural Designer: WINDOWS AND SIDING IN THE �+ p L� PROPERTY CARD IMAGES MATCH GLASS ENCLOSED PORCH: CURRENT LAYOUT AND STYLE - Property cards on record identify the porch as glass enclosed. - The use will be keptexactly the same: A glass enclosed porch that can be ' Maraike Crom SISTER 2"X8" EX.RIDGE :' -- TOEX.RRs 2"X6'(VIF) enjoyed during the warmer months. It will not be within the Insulated Phone: (646)262-1431 ?_. T.O.RIDGE envelope of the house. - ' Email:maraikecrom 14'-2" - For safety, efficiency and architectural (historic) reasons we would like to I4I F DOUBLE 2"X8"HEADER replace the existing jalousie windows with new double hung windows. The i 2"X4"FRAMING AROUND new windows will provide greater security in terms of possible injuryBa'„ WINDOWAMINOPENING, (especially to children►, as well as theft. M B� z� _ . w 3TRAPPGA3REQUIRED _ The porch will remain visually distinct from the rest of the house and G / B "., n / 2"X4"STUDS 16"o.C. identifiable as a porch. Glazing will continue to be maximized at the porch. �; _ Al ipl. The square footage of glazing will be reduced only slightly, about 25sf, with J ' o oR T.O.TOP PLATE __ - – — – — – the new porch windows. The header and sill heights will remain roughly the o $ °r same, while the individual window widths will be adjusted slightly to create a T T=LE — =- more regular window layout and even spacing. - MIN.12"LVLHEADER - The new double hung windows will match the style and size of the original 2"X4"FRAMING AROUND DOOR windows from the 1930s still resent on the interior wall of the porch. OPENING-3 JACK&2 KING STUDS, p p —_ STRAPPING AS REQUIRED - The framing of the perch walls will remain as close to the existing as m e Fbe d CAS_ .. ) ,Y't. y,�4;'�h. •. SISTER 2"X4"EX.STUDS AS REQUIRED possible; however, wE anticipate that slight adjustments may be necessary to ensure structural soundness and code compliance. Framing members 2"X4'BOTTOM PLATE may be replaced and/Dr added around the door and window openings as - o.nw 2"X6"FJs @ 16"O.C. required, to ensure adequate support. -� - -GROUND FLOOR – — – — – —°,_°„ - Y pp q possible Previous owners con firmed that the jalousie windows have been in place 2'X6'SILL PLATE since at least the 1960's. Judgingb their appearance it is quite that they were installed in the 1940s or 1950s, as was common practice during that time. L n Framing Detail @Gable End Wall PORCH:"GLASS" EX.ROOF ASSEMBLY t EX.2"X4"TOP PLATE(V.I.F.) M ------------------------------------------------------------------------- T.O.TOP PLATE V/ EX.2"X6"RRs7'- @ - - - -�'- @24"O.C.(V.I.F.) (2)2X6HEADER � CONT.(2)2"X6" EX.GYP.CEILING W/1"X2" E - :., r^ CIO HEADER FURRING STRIPS -- v, NEW 30"X53"DOUBLE HUNG - WINDOWS,TO MATCH EXISTING (2)2'X4"SILL WINDOWS FROM THE 1930's _ PLATE - L — ry N^, _ (2)2'7(4"SILL PLATE ^ UAJW 2"X4'FRAMING AROUND - t - r 1- = ` _ �./ WINDOW&DOOR OPENINGS t-__ F _- EX.2"X4"BOTTOM PLATE(V.I.F.) -- - - .�..� ADDITIONAL FRAMING AND - - STRAPPING AS REQUIRED GROUND FLOOR _ •- r-,-.:._, --.-- - _:.__., ,..� .__� _ -.�._._..:: [� _ FOR WIND LOADir - - - - - - � -I M O'_°r, CD 00 r - .... 2"X6"FJs @ 12EX.EX.2"X6"SILL PLATE(V.LF.) - Exterior Wall Framing Porch - Proposedosed� 1/4" = 1'-0" Proposed East Elevation U EX.ROOF ASSEMBLY - -. a ---------------------------------------------------- _, EX.2"X4"TOP PLATE(V.I.F.) T.O.TOP PLA-E EX 2"X6"RRs - - - —7_3 " ' 6 @24'O.C.(V.LF.) (2)2"X6"HEADER x L y I .. x COPT.(2)2"X6" EX.GYP.CEILING W11"X2" HEADER FURRING STRIPS a r s , a EX.JALOUSIE WINDOWS (2)2"X4°SILL ,� I a Date 06/08/2021 PLATE Ex.(2)2"x4"SILL PLATE Drawn by Author Checked by Checker 2"X4"FRAMING - - EX.2"X4"BOTTOM PLATE(V.LF) ) _ Scale 1/4"= 1'-0° AROUND WINDOW& - ��- �� DOOR OPENINGS GROUND FLOOR Framing Details 2"X6"FJs @ 12"O.C. EX.(3)2"X6' EX.2"X6"SILL PLATE(V.I.F.) �R b eriorWall Framing @Porch - Existing .„, . RI=. A�7 NOTE:CONTRACTOR TO VERIFY EXACT LOCATIONS OF EXISTING FRAMING MEMBERS IN FIELD. Existing East Elevation N O N W 0 Architectural Designer: D 2ND.FLOOR WALL DBL.SILL PLATE TERMITE SHIELD Maraike Crom SILL GASKET GASKET"E - I Phone: (646)262-1431 WALL STUD Email:maraikecrom@gmail.com BOTTOM PLATE ' WOOD JOIST BATHTUB ROOF JACK DOUBLE JOIST ANCHOR BOLT EMBEDMENT POURED CONRETE. 7' GIRDER/HEADER ROOFING LAPS FLASHING AT BLOCK WALL 15- WOOD JOIST SIDES AND TOP ; USE WITH 3x3 SQUARE WASHERS ANCHOR BOLT CONNECTION USP LBPS58 OR BP583 Engin tf p:�# 1ST.FLOOR WALL STRAPPING TO BE ATTACHED TO WALL STUDS @ 48-OC ( ) AND ALL WINDOWIDOOR OPENING JACK STUDS " ANCHOR BOLT CONNECTION FOUNDATION 518"DIA ANCHOR BOLT FLASHING LAPS I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION SUPPORTING MAXIMUM SPACING BATH!SPA TUBS TO HAVE DOUBLE FLOOR JOISTS FOR ADDED SUPPORT ROOFING AT BOTTOM C ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST SILL PLATE TO FOUNDATION INSTALL 4'0'O.C. "C, (CRAWL SPACE OR FOUNDATION) I STORY 72"OC ` DIRECTION WITH(2)JOISTS UNDER WALL FOR JOIST NOT DIRECTLY UNDER 4"-8" LSTA36 1-1l4'z36-18 a STRAP AND JACK STUDS WITH THE PROPER STEEL CONNECTOR IF ABLE.SET FIR JOISTS g � y,( PARALLEL WALLS,PROVIDE BLOCKING P24"OC ON ALL OPENINGS APROX 1/2'HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE SILL PLATE TO FOUNDATION 2 STORIES 36"OC r 8 REDUCE BUMP OUTS. INSTALL 4"0"O.C. (CRAWL SPACE OR FOUNDATION) (' •� 4 8"-16' MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS WALL BOTTOM PLATE TO FOUNDATION ROOF JACKS 8 VENTS DETAIL " ON ALL OPENINGS (SLAB-ON-GRADE) 1-2 STORIES 57"OC r;{+�•;'4!Cxl��m !.off � _- � • /":; KING STUDS iy RIDGE CAP OF SAME TYP.CONC.FOUNDATION CONC.SLAB CRIPPLE STUD 1\u CRIC(ET AT TOP-SIDE OF MATERIAL AS ROOFING DAMPPROOF EXTERIOR 6MIL.POLY u CHIAMEY NAILED TO SHEATHING 6MIL POLY ON EXTERIOR GRANULAR FILL THROUGH VENT HEADER WAL SHEATHING L._..-_--_.._- •• '. �a�a � � SIDE WALL FLASHING • GIRDER i- JACK STUDS FINISH WALL AND MOISTUREOO 4 •a BARRIER LAP FLASHING - AT HALL--MAINTAIN CAP F -- KEYWAY DOTING ' BETWEEN WALL FINISH AND LEDGER ROOrfNG TO AVOID SOAKING RAFTERS ` WOOD JOIST Kit .INF REINFORR F_3,CING BBAR ' LOCATION USP NUMBERI DESCRIPTION APPLICATION DRAIN TILE ALL OPENINGS I LSTA12 1 1-1/4-02'20go.STRAP I APPLY TO EACH JACK STUD PROVIDE HEMMED EDGE AT PRE-MANUFACTURED KEEP SHEATHING MIN 1-1/2" FLASHING TO FORM CHANNEL RIDGE WENT FOLDS ALL OPENINGS RTS OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD AND SO AS TO MAINTAIN AIR OVER RIDGE TO FROM PEAK . ALLOW FREE GAP TO PREVENT CAPILLARY AIR PASSAGE. / CONFORM TO SLOPE TYPICAL CONC FOUNDATION.APPLY PLASTERS ACTIJN OF ROOF WHERE NEEDED FOR STRUCTURAL BRACING /•�,�� KEEP ROOFING NAILS OUT / OF FLASHING V / ROOFING LAPS BASE FLAiHING 4 INCHES BASE FLASHING WRAPS CORNERS. EXTE DS SHINGLES AT HROUGH-ROOF EXHAUST \/ SIDES"4 S AT RAND LAPS C /\\\ LOENTS CA LOCATEDBY CONTRACTOR RAFTER SHINGLES AT BASE MIN 4 INCHES i��/ \ . VENTILATION CHANNEL STEEL COLUMN • AS REQUIRED O` } RAFTERS MAINTAIN CONC SLAB ,;, ;�, Y / SIDE WALL FLASHING VENTILATION COMPACT FILL - '1�£ •Fs Oz TOP PLATE METAL FLASHING AT ALL EAVES.SIDEWALLS, BLOCKING W DOUBLE HEADER AND RAKES--PROVIDE HEMMED EDGES SO 2x4 LEDGER AS TO FORM DRAINAGE CHANNELS AND CONC FTG. Al PREVENT CAPILLARY ACTION 2x4 SOFFIT JOIST W ATTIC SHALL BE PROVIDED WITH A FASCIA ��/� U WALL STUD LEDGER MINIMUM NET FREE VENTILATION AREA �-GUTTER v/ TAIL JOIST NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED ALL OPENINGS 0) SHALL BE COVERED WITH CORROSION-RE- T LOCATION USP NUMBER DESCRIPTION APPLICATION SISTANT METAL MESH WITH MESH CONTIN.SCREENED VENT //\ „_4 CONNECT EACH OPENINGS OF 1/4 INCH IN DIMENSION CONTIN.SOFFIT I EXT.PLYWOOD �/� M RAFTER/PLATE RT75 TYDOWN ANCHOR RAFTER TO PLATE SOFFITED EAVE MIN 3"STEEL COLUMN ANCHORED TO 24"X24"X12'CONC.FTG ;> O L PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNECT OVER (W� 00 PLATES TO EACH STUD ROOF VENTILATION/ M SOFFITED EAVE DETAIL co l^ r� i GONG.SLAB 6X6 101 12 WWM COMPACT FILL RAFTER PT.PLATE ENDWALL WOOD JOIST A RIDGE ' BLOCKING 6x6 WWM. ------ GRADE ,________________ SIDEWALL '-r"""' REINFORCING BAR MIN. •�; s;'. - �• w =n�--- WOOD GIRDER REINFORCING BAR of FLOOR USE NUMBER DESCRIPTION APPLICATION DRAIN TILE .� ►I 12" IST ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS TO THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS ANCHOR FOUNDATION W/ANCHOR BOLTS REINFORCE FOOTING WITH 2 #4 REINFORCING BARS. TYPICAL GONG.MONOMITHIC FOUNDATION REINFORCE WITH(2)#4 REINFORCING BARS. LOCATION USP NUMBER DESCRIPTION APPLICATION ( ) CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH PROVIDE BLOCKING BETEEN JOISTS THAT ARE SPLICED AND 2ND ADS5 HOLD DOWN BOT PLATE OF 2ND FLOOR AND TOP PLATES OF ROOF LSTA24 1-114"x24"20ga STRAP APPLY OVER RIDGE H RAFTER OVER BEARD WALLS AND HEADERS ANCHOR 1ST.FLOOR CONNECT THROUGH THE FLOORS TO EACH OTHER W/THREADED ROD / WALL s7uD - Date 06/08/2021 Drawn by MC METAL STRAP _ )1 Checked by JC 1 DOOR FRAME GARAGE 1 Scale RIM BOARD DOOR 1 1 RAFTER • I i USE 2X8 SILL PLATE(S) I 1 FOR BLOCKOUT 4"SLAB OPE LEDGER AT ENID ANSPACE W6X6 WMM c`o 1 4LDRIVEWAY __� TOP PLATE SIDES OF WOOD FOUNDATION - DGetta `G1I IS BEAMS 71/2- - STRAPPING TO BE ATTACHED TO WALL STUDS @ 48-OC ' RAFTERAND ALL WINDOW/DOOR OPENING JACK STUDS `NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM•- C7 - WALL STUD NOTCH EQUALS 114 DEPTH OF BEAM FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0"O.C. SHEET METAL/30#FELT UNDER BEAM AT POINT 4"•8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS OF CONTACT WITH CONCRETE OR CONC BLOCK ON ALL OPENINGS LOCATION USP NUMBER DESCRIPTION APPLICATION SHIMS TO LEVEL BEAM _ _ INSTALL 4'0"O.C. I _ •RIP RAFTER SIZE USP NUMBER DRIPTION APPLICATION 2X6-2X8 LS26 78ga.)PE HANGER APPLY TO EACH RAFTER/LEDGER 4"-6"RAFTER RTIO 10-314'x 18ga.TYDOWN ANCHOR CONNECT TO 8 -14 LSTA30 1-t/4"x30"18ga STRAP AND JACK STUDS IL EACH RAFTER 3"MINIMUM BEARING SURFACE FOR WOOD BEAM ON ALL OPENINGS LO 2X10 LS210 18ga.)PE HANGER APPLY TO EACH RAFTER/LEDGER CONNECT TO INSTALL 4-0-OC. (? 8'-12'RAFTER RT20 21-1/8'x 20ga TYDOWN ANCHOR EACH RAFTER 8 0) BEAM POCKET 14"-i6" LSTA36 1-1/4"x36'18ga STRAP AND JACK STUDS GARAGE DOOR BLOCKOUT ON ALL OPENINGS Lp r CV O CV Architectural Designer: GENERAL NOTES NAILING SCHEDULE PLAN CONTENTS Maraike Crom CONSTRUCTION NOTES: WIND FRAMING NOTES: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL Phone:(646)262-1431 NAJL BUILDING USE RESIDENTIAL DWELLING Email:maraikecrom@gmail.com 1. The information within this set of construction documents is related to basic design 1. RIDGE-TO-RAFTER ASSEMBLY JOINT DESCRIPTION NAIL OTY. SPACING NOTES intent and framing details.They are intended as a construction aid,not a substitute for 1-Y.."x 20 gauge strap shall be attached to each pair of rafters in accordance to table BUILDING HEIGHT (SEE PLANS) generally accepted good building practice and compliance with current New York State 3.4.When a collar tie is used in lieu of a ridge strap the number of 10d common nails building codes.The general contractor is responsible for providing standard required in each end of RAFTER TO 8'WALL:3-8dCOMMON EACH the collar tie need not exceed the tabulated number of Bd nails TOP PLATE 10'WALL:44M COMMON RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) construction details and procedures to ensure a professionally finished,structurally in the strap. sound and a weatherproof completed product. 2. RAFTER-TO-WALL ASSEMBLY CEILING JOISTS 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10'WALL:44W COMMON JOIST TOE-NAIL y� �p 2. The general contractor is responsible for ensuring that all work end construction meets Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall ;�t1gibeeVIT1 ffl�wRg currenderal,state,county and local codes,ordinances and regulations,etc.These be in accordance to table 3.3. When a rafter or truss do riot fall in line with studs FRAMING ELEMENTS AS PER FLOOR PLANS.CROSS SECTION,DETAILS,AND GENERAL NOTES .L�(•� _ +j codes I.I.to be considered as art of the specifications for this building and should be below,rafters or trusses shall be attached to the wall t plate and the wall t late CEILING JOIST TO AS PER TABLE 3.7 EACH 1 ey p pec g op top P FACE-NAIL PARALLEL RAFTER WFCM SBC LAP _ �l�• L`® adhered to even if in variance with the plan. shall be attached to wall stud with uplift connections.Rods Overhanging The rake side C of the building shall be connected with uplift connections in accordance with table 3.3C. DESIGN LIVE LOAD(PSF12301 5 DESIGN DEAD LOAD(PSR R301 z 2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301 7 Til 0111' 4 CEILING JOIST LAPS AS PER TABLE 3.7 EACH 3. Dimensions she'll take precedent over scale drawings.(DO NOT SCALE FACE-NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 312 PITCH U180 DRAWINGS). 3. WALL-TO-WALL ASSEMBLY OVER PARTITION WFCM SBC LAP (NO FINISHED CEILING) r ;'7 Mr J UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 F '='t Wall studs above and studs below a floor level shall be attached with uplift connections INTERIOR WALLS AND PARTITIONS Hn80 4. The designer has not been engaged for construction supervision and assumes no in accordance with table 3.3b.When wall studs above do not fall in line with studs COLLAR TIE TO AS PER TABLE 3.7 EACH HABITABLE ATTICS AND ATTICS WTH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 i 9P� .�• ,� Fer> LAY pp responsibility for construction coordinating with these plans,nor responsibility for below,the studs shall be attached to a common member in the floor assembly with RAFTER WFCM SBC END FLOORS Lr" EXTERIOR BALCONIES aJ0 DECKS 40 INTERIOR(LIGHT FRAME)STEEL WALLS 5 construction means,methods,techniques,sequences,or procedures,or for safety uplift connectors in accordance with table 3 3. CEILINGS(PLASTER,STUCCO) Lase FIRE ESCAPES 40 MASONRY WALLS THICK) W "L. 'yc--- .��• .,.,,.,, �.. BLOCKING TO EACH t� w•; precautions and programs in connection with the work.There are no warranties fora 2-Bid CCMMON TOE-NAIL CEILINGS(GYPSUM) L240 Spec use expressed a implied in the use d these plans. 4. WALL ASSEMBLY TO FOUNDATION RAFTER END GUARDS AND HANDRAILS 200 CONCRETE WALLS(5 THICK) as First wall studs shall be connected to the foundation,sill plate,or bottom plate with GUARD IN-FILL COMPONENTS 50 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS Lrz4o 5. Refer to the window and door schedule for exterior openings. uplift connectors Steel straps shall have a minimum embedment of 7 inches in RIM BOARD TO EACH EXTERIOR WALLS(PLASTER,STUCCO) Hr3e0 2-16dCOMMON END-NAIL PASSMIGERVEHICLES 50 VEHICLE GARAGES(R301.5)PER2SO.IN. 20001ba l Concrete foundation old slab led in c 15 inches it masonry bock When ons,or RAFTER END EXTERIOR WALLS(BRITTLE FINISHES) R24G �!► (J�h 6. The general contractor is to ensure that Masonry a prefabricated fireplaces meets a lapped under the plate and nailed in accordance with table 3.3b. When steel straps NON-SLEEPING ROOMS 40 a�! exceeds manufacturer's specifications and applicable codes. are lapped under the bottom plate,3 in square washers shall be used with the anchor SLEEPING ROOMS EXTERIOR WALLS(FLEXIBLE FINISHES) H 20 bolts.Anchor bolt spacing is to be spaced and sized in accordance with table 3.2a. In LRNTELS(SUPPORTING MASONRY WALLS) LAW 7. The general contractor is to consult with the owner for all built-in items such as addition to spacing,anchor botts are to be spaced between 6-12 inches from the end STAIRS 40 bookcases,Shelving,pantry,closets,trills,etc. of a sill plate and all corners. WALL FRAMING: ROOF(GROUND SNOW LOAD) 20 8. Wind load requirements should be taken into account during construction. 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS Type I exterior sheawalls with a minimum of 7/16 inch wood structural panel on the JOINT DESCRIPTION NAIL OTY. N'E'IL NOTES EXPOSURE CATAGORY (DESIGN FOR EXPOSURE C) exterior attached with 8d common nails at 6"D.C.at the panel edges and 12"D.C.in the SPACING field,and%inch gypsum wallboard on interior attached with 5d cooler nails at 7"o e.at LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION panel edges and 10"D.C.in the field shall be in accordance with the length TOP PLATE TO 2-16d COMMON PER FACE-NAIL (ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE requirements specked in table 3.15a-b. TOP PLATE FOOT SEE NOTE:1 FOUNDATION NOTES: 6. TYPE 11 EXTERIOR SHEARWALL CONNECTIONS TOP PLATES AT JOINTS NAILING SCHEDULE SEE GENERAL NOTE PAGE Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the INTERSECTIONS 4-16d COMMON EA.SIDE FACE-NAIL appropriate length adjustment factors in table 3.16. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 1. The general contractor and mason to review plans,elevations,details and motes to STUDTO STUD 2-16d COMMON 24 FACE-NAIL determine intended Heights of finished floors)above typical grade. 7. INTERIOR SHEARWALL CONNECTIONS O.C. FIRE PROTECTION Ste" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. Allowable sidewall lengths provided in table 3.14 shall be permitted to increase when (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315 NYS. 2. All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with HEADER TO 16"O.C. 16d COMMON FACE-NAIL 2.4.4.2 and 2.2.4 respectively. HEADER ALONG EDGES TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 3. Provide%'expansion joint material between concrete slabs old abutting concrete a masonry walls occurring in exterior or unheated interior areas. 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS TOP OR BOTTOM 2-16d COMMON PER 2X4 STUD Header andifor girder connections shall be attached with uplift connections in PLATE TO STUD 3-16d COMMON PER 2X6 STUD END-NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 4. Any new concrete walls being attached to existing concrete structure shall be installed accordance with table 3.5.Window sill plates shall have steel connectors in accordance with#5 re-bar,18"Ion at 20" D.C..Use approved with table 3.5. g epoxy for installation. BOTTOM PLATE TO: CATHEDRAL CEILING ASSEMBLY FLOOR JOIST,BAND 2.16d COMMON PER FACE-NAIL 5. Unless otherwise noted,all slabs on grade to be 3000 p.s,i..Concrete to be poured on 9. JOIST,END JOIST OR FOOT SEE NOTE:1,2 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs to be Where a ridge is to be used as a structural beam the rafters shall either be notched BLOCKING minimum 3-1/.inch thick.All fill to be compacted to 95%relative density with 6" and anchored on top of the beam or slope connectors shall be attached to each rafter- V maximum lifts(layers). to-ridge along the open ceiling part of the building Connections to the ridge and wall ^ shall be attached with the above requirements. C 6. Crawl spaces to be provided with a minimum 18"x24' access opening.Install one 18x16 cast iron foundation vent for every 150 sq.ft.ofarea FLOOR FRAMING: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ^, 7. Dampproof exterior of foundation with bituminous Coating as required by current N.Y.S. VJ Residential Construction Code.A 6-mil polyethylene film small be applied over the below JOINT DESCRIPTION NAIL QTY. NAIL NOTES GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD grade poRanof exterior walls prior tobackfilling. SPACING SNOW LOAD SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS DECK AND COVERED PORCH NOTES (MPH) CATEGORY DEPTH TEMP. REQUIRED B. Drainage as required bikers N.Y.S.Residential Construction Code. JOIST TO:SILL,TOP4 _got COMMON PER TOE-NAIL �A PLATE OR GIRDER JOIST MODERATE SLIGHT TO ♦` ' IM 1. Otherwise noted,all framing material to be#1 ACQ pressure treated lumber.All 20 PSF 130 B SEVERE 3 FT. 17 NONE - �/ fasteners,hangers and anchors to be galvanized or stainless steel. TO HEAVY MODERATE BRIDGING TO EACH O g JOIST 2 -BdCOMMON END TOE-NAIL 2. Girders for deck joists to be bolted to each post with washers and nuts.Characters on z concrete Piers shall be anchored with proper steel connectors anchored into concrete BLOCKINGI TO 2-8d COMMON END EACH FACE-NAIL FRAMING NOTES: with a minimumWdiax7"Iaganchorboltwithwashl�andnuts. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS N 3. Post supporting girder shall be anchored to al2"xl2"x12' thick concrete footing.Use a BLOCKING TO:SILL 3-16d COMMON EACH FACE-NAIL V 1. All framing techniques and methods are prescriptive design of current SBC High Wind minimum'A"dia x 8" long anchor bolt with washers and nuts.Footings shall be 3 ft OR TOP PLATE BLOCK Edition Wood Framing Construction Manual. below grade porches with covered rods shall have 12"dia concrete piers for the SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE NOTES t 0 3 FACE-NAIL girders. LEDGER STRIP TO EACH PANEL EDGES SUPPORTS IN THE PANEL RELD i .}tea -16d COMMON 2. Unless otherwise noted,all framing and structural wool material to be#2+STIR. '^ Douglas Fir. 4. Deck joist to have blocking at 8'0 o c.. 4'PERIMETER EDGE ZONE 8d-COMMON @ 6"O.C. Bid-COMMON @ 6"O.C. SEE NOTES:1,3 ■ \ V J JOIST ON LEDGER PER 3-8d CCMMON TOE-NAIL ///III��` CU 3. Floors,walls,ceilings and rafters to be spaced al 16 inches o.c.unless noted 5. A minimum of 10°flashing shall be installed between the building and ledger.Ledger to TO BEAM JOIST SEE NOTES:1(BOTH FIELDS) ( , INTERIOR ZONE Sd-COMMON 6"O.C. 6d-COMMON 12"O.C. NOTE:2(FOR PANEL FIELD) 00 otherwise be fastened to building with%"dia bolts with washers and his Trills where needed. @ @ BAND JOIST TO PER 3-16d COMMON END-NAIL 4. Unless otherwise noted,all tearing walls headers to be to(2)2x10#2+BTR.Doug. 6. Concrete piers shall be a minimum 6'above grade. JOIST JOIST GABLE ENDWALL RAKE& M Fir.Bearing wall headers to Save(2)jack studs and(2)full length studs on each side RAKE TRUSS 8d-COMMON @,V'O.C. Bid-COMMON @ 4"O.C. SEE NOTES:1,3 r of all openings.LVL header,.to have(3)jack studs and(2)full length studs on each 7. All joists to be supported with hangers and anchors.Each joist shall also be anchored BAND JOIST TO: 2-16d COMMON PER TOE-NAIL side of openings.Bearing will window sills shall also have(2)window sill plates for 2x4 to girder(s). SILL OR TOP PLATE FOOT SEE NOTE:1 wall openings between 4'-Vand 6'-0'and 2x6 wall openings between 5-11'and 8'-9". Provide fire and blocking wlere applicable. B. Covered roofs shall be assembled and anchored the same manner as a typical building NOTES: 5. All flush beams/headers tole installed with heavy duty galvanized hangers and anchors ROOF SHEATHING. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY where applicable to all correcting joists. O 1. For roof sheathing wfthln 4 feet of the pedmeter edge of the roof,Including 4 feet on each side of the roof peak,the 4 foot perimeter edge zone attachments required shall be 6. Double up floor joists undewalls that run parallel to the floor joist and under bathtubs. used. L Floes to have ceramic tilenstalled shall be verified for proper load capacity unless PLUMBING NOTES JOINT DESCRIPTION NAIL QTY. NAIL 2. Tabulated 1Y O.0 nail spacing assumes sheathing attached to refter/truss Earning members with G>0 49.For framing members with 0 42<G c 0.49,Me nail spacing shall be noted on plans. SPACING reduced to a O.C. 7. Provide 2-1-%"thick mlcrarls(height to match floor joists)around stairwell and or STRUCTURAL AS PER TABLE 3.8 3 Tabulated 4'O.0 mad spacing assumes sheathing attached to refler/tmss framing members with G>0 49 For frarmng members with 0 42<G<0 49,the nail spacing shall be V other access openings tress otherwise noted(typical). 1. All water supply drainage and venting to be installed as per N.Y.S.Residential PANEL 8d WFCM-SBC reduced to 3"o C. Construction Code. 8. Dormers running up rod Ifters are to be supported by double rafters on either side where applicable unless aerwise noted. 2. Verify septic system with the engineer for Suffolk County Health Department approval 9. Provide blocking I bridginin floor joists at 8'0 D.C..Use solid blacking in floorjoists 3. If wall studs,plates or joists are cul out during installation for any plumbing related work CEILING SHEATHING: WALL SHEATHING REQUIREMENTS FOR WIND LOADS under all bearing walls. provide adequate bracing and plates to protect and secure the structure Verify with the state code and manufacturer's recommendation for maximum hole size and spacing 10.Provide insulation bafflest eave vents between rafters.Install draft blocking as permittedNAIL NAIL SPACING AT NAIL SPACING AT INTERMEDIATE needed JOINT DESCRIPTION NAIL QTY. SPACING SHEATHING LOCATION NOTES PANEL EDGES SUPPORTS IN THE PANEL FIELD 11.Unless otherwise Ino l rods and walls to have a minimum IN thick,4-ply Fir GYPSUM 5d COOLERS T'O.C.EDGE 4'EDGE ZONE 8d-COMMON @ 6"O.C. 8d-COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) CDX exterior sheathing gde plywood.Plywood to cover over plates and headers. WALLBOARD 10"O.C.FIELD NOTE:2(FOR PANEL FIELD) 12.Unless otherwise nded,e%'thick T&G PTS Fir or Advante3n plywood subfloor HVAC SYSTEM NOTES INTERIOR ZONE 8d-COMMON @ 6"O C. Bd-COMMON @ 12"O.C. SEE NOTE:3 adhered with PL400 adhve joists.Finished floor to be installed over subfloor as per manufacturer's instructis. 13.All bathroom walls to hs W thick moisture-resistant sheetrock.Garage walls and 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safety WALL SHEATHING: ceilings over furnace to/e Y."thick Type-X sheetrock.All other parts of building to requirements. NOTES: have regular T sheetro All walls to be taped and finished. 2. HVAC subcontractor is to fully coordinate all system data and requirements with the JOINT DESCRIPTION NAIL QTY. NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 14.All roof with a pitch lessarl 4:12 shall be installed with an Ice&Water barrier or equipment supplier. SPACING 1. For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachments regaled shah be used. approved equal.Flat rorhall be applied with a fiberglass base sheet with an EPDM 3. HVAC subcontractor to reside fnal system draw and st�nllt lt to the STRUCTURAL AS PER TABLE 3.9 torch down type materiae. P y �Od general PANELS 8d COMMON WFCM-SBC 2 Tabulated O C nail spacing assumes sheathing attached to stud framing members with G>0.49.For training members with 0 42<G<0.49,Me naN spacing shall be Date 06/08/2021 contractor and owner for final review and approval 15.All sill plates and wood O ntact with concrete to be pressure-treated sill plates to be 7/16"OSB 3"O.C.EDGE 3 For eAedor panel siding,galvanied box nails shag be pemntted to be substituted for common nails. Drawn by MC installed with a foam seasket and cop-r-tex termite shield or approved equal. 6d COMMON PLYWOOD 6"O.C.FIELD Checked by JC GYPSUM T'O.C.EDGE Scale 1/4rr= 11-01, WALLBOARD 5d COOLERS 101'O.C.FIELD 1. Prowde S/a"type-Xideetrockfirs stopping at 1""maximumdlstanceelor non accessible areas ELECTRICAL NOTES r EGRESS OPENINGS MIN.5.0 SO FT.GRADE FLOOR 2 Use simpeon hangers and anchors with Z-maxinpple protective coating for contact with ACO. (5.7 SQ FT_2ND FLOOR) 3 Install 1-Co2 detector in additson to smoke alarms per floor. MIN.44"SILL-AFF 1. All electrical to be Installed as per N Y.S.Residential Construction Code. NYS Residential Code R302.11-rMEBLOCKING REQUIRED G e n e ra I Notes FLOORSHEATHING. Fireblocbng shall be provided to cut ottall concealed draft openings(both wnccal and horizontal)and 2. All electrical work shall be approved by a qualified underwriter. SOIL COMPACTION to form a protective Are barrier between stories,and between a top story and the roof space Fire blocking shall be provided in wood-frame construction in the following locations. 3. All electrical work to comply with 2014 NEC. NAIL 1. New fill to be clean of organic material Contractor to JOINT DESCRIPTION NAIL QTY. verify enshng soil conditions prior to fin Remove and 1. In concealed spaces of stud wells and partitions,including tuned spaces,at the ceilig and floor SPACING add additmnal fill as needed levels Concealed horbaonau furred spaces shall also be fire blocked at intervals not exceeding 10 4. Install smoke detectors and carbon monoxide detectors throughout as per section feet Batts or blankets of mineral or glass fiber shall be allowed as fire blocbng m walls R314 and R315 of IRC. STRUCTURAL IT'O.C.EDGE 2 Compaction of new fill shag be at least 95%proctor constructed using parallel rows or studs or staggered studs PANELS 1"OR LESS 8d COMMON 12"0 C.FIELD density(per ASTM D 698 and ASTM D1o55T) 2. At all interconnectrons berms concealed vertical and horizontals aces such as occur at soffits, Compact the sod at 1Y c lifts(typical) ntractorto P nave fill tested by a professional agency for drop ceilings and cove ceilings compaction NOTES: 3 In concealed spaces between stair sfingers at the top and bottom of the run.Enclosed spaces 3. Do not backfill until first door const-bon,constbon, under stairs shall comply with current N Y.S Residential Code. EXTERIOR FIBERGLASS COLUMNS TO BE HB&G OR APPROVED EQUAL INSTALL WITH CAP AND Including subfloor,is complete BASES.USE WITH FLASHING CAPS TO COVER TOP. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 4. At openings around vent,pipes and ducts at ceiling and floor level,to resist the free passage of A-9 e-- flame and products of combustwn. N Nailing requirements are based on wall sheathing nalled 6"0 C at the panel edge Ifwall sheathing is nailed 3"O C. O at Me panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or NOTE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 5 For the fire blocking of chimneys and fireplaces,as required by current N Y.S Residemial Code (V ahernate connectors,such as shear plates,shall be used to m ultam load path. EXISTING CONDITIONS MINIMUM 3000#CAPACITY. _ N O N