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Home My WebLink About46478-Z fcoG� Town of Southold 5/26/2022 o - P.O.Box 1179 53095 Main Rd y�olrSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43100 Date: 5/26/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 26420 Route 25,Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2021 pursuant to which Building Permit No. 46478 dated 6/23/2021 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: bathroom addition to existing single family dwelling as applied for. The certificate is issued to Kennedy,James&Diane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46478 3/30/2022 PLUMBERS CERTIFICATION DATED 3/25/2022 C Scholtz t rize gnature TOWN OF SOUTHOLD 01, BUILDING DEPARTMENT C* z TOWN CLERK'S OFFICE 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#: 46478 Date: 6/23/2021 Permission is hereby granted to: Kennedy, James 26420 Main Rd Cutchogue, NY 11935 To: Construct addition to existing single family dwelling as applied for. At premises located at: 26420 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 109.-4-6 Pursuant to application dated 6/14/2021 and approved by the Building Inspector. To expire on 12/2312022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $242.40 CO-ADDITION TO DWELLING $50.00 Total: $292.40 Building Inspector pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Kennedy Address: 26420 Route 25 city:Cutchogue st: NY zip: 11935 Building Permit#: 46478 section: 109 Block: 4 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: A OK Electric License No: 44245 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt I Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment: Floor Heat-1 Notes: Bathroom Inspector Signature: Date: March 30, 2022 S.Devlin-Cert Electrical Compliance Form Town F>IaA Annex' ' ' Telepl osie(631)76.51802 54375 Main Road Rm(631)765=9502 PQ;;Boa:}179 Squt old,.'NY 11971-0959 BUILDING-DEPARTMENT TOWN OP SOUT HOLD M •C ER.T.I VI C.ATTO N Date-.,., Owner:: D 1c, ", � v�h �dC� (Ple�se:pririt) .(Please print) . I certify that thesolder-used in.the water supply system-contains Tess than VII of-M :lead: o (Plumbs ignature) Sworn to:Wfore:me this Z day of www , 20 Zc7 i �Cs?unty ! tllp,06046567 TIM 3 Aug,10 14, 20 SOUIy° - # TOWN OF SOUTHOLD BUILDING DEPT. - cou 765.1802 INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND ` [ ] INSULATION/CAULKING ( ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION [`- ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) : [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O n REMARKS: DATE ' !i 2 INSPECTOR � A. I^T7 #�OE 50U1�o# �W TOWN OF� SOUTHOLD BUILDIN �o O GDEPT. 765-1802 INSPECPON [ ] FOUNDATION 1ST , [ ROUGH PLBG: [ ]'0OUNDATION 2ND [ ] =INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ '] FIREPLACE &CHIMNEY [ ] FIRE SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION` [ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKP� A+;e---i- S: 1 ptnota�o-i, -� �h� w DATE 0 INSPECTOR Of SOUIyo� # TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 �V INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [_ ] INSULATION/CAULKING. [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: [ t lIeeol DATE Z� -Z- L�7 M41A OF SOUTyo{o TOWN OF SOUTHOLD BUILDING DEPT. `yComm, -765-1802 'I NSPECTION [ ] FOUNDATION 1ST [:- ] ROUGH PL13G. [ ] FOUNDATION 2ND " [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ' ] ' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION PRE C/O REMARKS: . )Well" C9/000C DATE '7 0 2l, -,INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) dC�H ------------------------------------ Q FOUNDATION(2ND) v i JGV*""fo &Vr 9s ROUGH FRAMING& p M PLUMBING N INSULATION PER N.Y. y. STATE ENERGY CODE .tiuo/ o! C�rh•�� — 7ke, CA FINAL y ADDITIONAL COMMENT to 3-Z;o-a� ( . W H �V .r z y �aa��,fFO[�co TOWN OF SOUTHOLD—BUILDING DEPARTMENT N: Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtoM . ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. o Building Inspector: _:. JUN;'��f 2021 . -` Applications and forms must be"filled out in their entirety."Incomplete applications.will not be'accepted. Where the Applicant is not the owner,.an Owner's Authorization form-(Page 2)shall be:completed. Date:6-7-2021 OWNERS)OF PROPERTY: Name:Jimmy__&__Diane,Kennedy,-__..-}_ _ SCTM#1000-109-4-6 Project Address:26420 Main Road Cutcho ue N Y. 11935 Phone#: 631 874-4551 Email: Mailing Address:26420 Main Road,. CutChogue,. N.Y. 11935 CONTACT.PERSON: Name:Glenn Graham Graham Associates Mailing Address: 1981 Union Blvd. BayShore, N.Y. 11706 Phone#:631-665-9619Email:b o aybluepri_nt@a._Ecom DESIGN-PROFESSIONAL INFORMATION: Name:Michael Dunn Mailing Address:1981 Union Blvd. Bay Shore, N.Y. 11706 Phone#:631766579P19— Email: - - .- _bayblueprint@aol.com __, _ __ -CONTRACTOR INFORMATION: - Name: Mailing Address: Phone DESCRIPTION OF PROPOSED CONSTRUCTION- , ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $42,500 Fy-1 the lot be re-graded? ❑Yes RN Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION 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 R_40 this property? ❑Yes BNo IF YES, PROVIDE A COPY. B Che&'Box-After Reading: "The owner/contractor/design professional is responsible for all-drainage and storm water issues as provided by Chapter,236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a'Building Permit pursuant to the-Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations-or foryemoval or demolition as herein,described:The applicant agrees to comply with all applicable laws,ordinances,building code;- housing code and regulations and to admit authorized inspectors on premisea.and in building(s)for necessary inspections.False statements;made herein are punishable as a Class A misdemeanor pursuant to Section"210.45 of the.New York State Penal Law. Application Submitted By(print name):Glenn Graham BAuthorized Agent ❑Owner Signature of Applicant: Date: 6-7-21 STATE OF NEW YORK) SS: COUNTY OF ) Glenn Graham being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 7 day of June 2021 -- JULIE OTT PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC-STATE OF NEW YORK licant is Clot the owner SUFFOLK N0. 0 (Where thea pp ) QUALIFIED IN SUFFOLLKK COUNTY MY COMMISSION EXPIRES 02-20-2�,V James Kennedy residing at 26420 Main Road, Cutchogue, N.Y. 11935 do hereby authorize Glenn Graham to apply on my behalf to the Town of Southold Building Department for approval as described herein. 6-7-21 Owner's Signature Date James Kennedy Print Owner's Name 2 Building Department Application AUTHOMATION (Where the Applicant is not the Owner) I, M �j u residing at a(,W -O hnA2,y Z)AD (Print property owner's nam (Mailing Address) Gv� 33 do hereby authorize CALq,-) CVA a,4r I (Agent) to apply on my behalf to the Southold Building Department. O Signa e) (Date) (Print Owner's Nam BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® Town Hall Annex- 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCD-southoldtownny.gov– seandi2_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: jo 76 ?02- /- Company 02 /Company Name: L7 eC L Electrician's Name: j-Te S License No.: Y�al2�•��y�_Elec. email Q e— (fci f Ic M��/ C Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: ,�e d M) Y-i JOB SITE INFORMATION (All Information Required) Name: 'aA1,\.c S /�-C- V) n C�" x Address: Ll n � Cross Street: Phone No.: Bldg.Permit#: email: oc s a C Tax Map District: 1000 Section: a Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): a S � F� &1A C c��Q�-l'Imo-. Square Footage: Circle All That Apply: Is job ready for inspection?: Y� NU6—� ough In ❑ Final Do you need a Temp Certificate?: ❑ YE Issued On Temp Information: (All information required) Service Size❑1 Ph[--]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 D2 H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's f Surface Sconces H H's f UC Lts Fans Fridge HW Exhaust I Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop ;Transfer AC L.;; Hood Service Amps Have Used Special: Comments ,SURVEYED Ob-13-2005 19 :PROPOSED PORCH 08-03-2005 i SUFFOLK coumy TAX 0 1000-f09-4-6 Z5 r 0-115 CER71[+II+DTD 9R < I RicfiatdGH®d 1�v �' �. Bgoityl�dAbUaR ,��+ ��,o1rl�ga W , Cl , ' b 6 " aI tl , o 0 , � ,wao seem CA. \ N �- c N ; 6 � s ° e ` 2 5torg a E n Frome 0�v HOU5e 0 E;3 ' am I tl C s JL} f EPr Q LL wPorth m b t 9� lt". O 13 _ — brow+�n z C zx c a — J� a° 'n 3 A - a 0 m a s. 1 5torg Frame a" 6orage , d 9: N87°17'10"W 80.00' -.-Od No-or Forrr-rlu oF. - North Fcrk Country Glut --•-.. ._ NOTES: MONUMENT FOUND 0 PIPE FOUND - A STAKE FOUND AREA= Ib?52 S.F.or 039 ACRE JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC 50ALE I'= 20' RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REF.11Hp smeAWROS\05-208.pro Generated by REScheck Web Software Compliance Certificate Project Kennedy res. Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 26420 Main rd. Jimmy&Diane Kennedy Cutchogue, NY 11935 26420 Main rd. Cutchogue, NY 11935 Cbm-pliance:,Passes using UA trade-off Compliance: 20.0%Better Than Code Maximum UA: 20 Your UA: 16 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 65 30.0 0.0 0.035 2 Wall 1:Wood Frame, 16"D.C. 48 15.0 10.0 0.042 2 Wall 2: Wood Frame, 16" o.c. 47 15.0 10.0 0.042 2 Window 1:Wood Frame:Double Pane with Low-E 7 0.330 2 SHGC: 0.31 Wall 3: Wood Frame, 16" o.c. 58 15.0 10.0 0.042 2 Wall 4:Wood Frame, 16" o.c. 66 15.0 10.0 0.042 3 Window 2:Wood Frame:Double Pane with Low-E 6 0.330 2 SHGC: 0.31 Floor 1:All-Wood JoistiTruss:Over Unconditioned Space 41 30.0 0.0 0.033 1 Compliance Statement. The proposed building design described here' consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed b 'din designed to meet the 2018 IECC requirements in REScheck' AV1ersion : REScheckp-,Web and to comply with the manda rl l�eAta a the REScheck Inspection Checklist. MZC N C� `/�i�/(� �� G�PEL K. G / _ Name-Title 1 Dat e I 02981 QQ` FOF NE�� Project Title: Kennedy res. Report date: 06/07/21 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 94.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PR1.]1 energy code compliance for the ❑Not Observable 40D ;building envelope.Thermal I envelope represented on []Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 i lighting and mechanical systems. ❑Not Observable U ;Systems serving multiple ❑Not Applicable i dwelling units must demonstrate compliance with the IECC I Commercial Provisions. 302'.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA 9, Manual] or other methods Btu/hrg Btuu/hrg ❑Not Observable approved by the code official. ; ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Kennedy res. Report date: 06/07/21 Data filename: Page 2 of 9 'Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies :Requirement will be met. [F011]z protect exposed exterior insulation ❑Does Not V and extends a minimum of 6 in. below ;❑Not Observable; grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12]z installed. ❑Does Not lA1 ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Kennedy res. Report date: 06/07/21 Data filename: Page 3 of 9 �ectl6n Plans Verified,' Field Verified Framing y Rough-in Inspection Value Value Complies?: Comments%Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑�❑Complies ;See the Envelope Assemblies 402.3.1, ;average). Does Not ;table for values. 402.3.3, I 402.5 { ;❑Not Observable ; [FR2]1 ; UNot Applicable 303.1.3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 f are determined in accordance ❑Does Not with the NFRC test procedure or00 ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier JOComplies ;Requirement will be met. [FR23]1 i installed per manufacturer's ❑Does Not j instructions. ❑Not Observable ❑Not Applicable 402.4.3 i Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 )!is listed and labeled as meeting " ❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 Q) {or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code W ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.3.1 ;Supply and return ducts in attics i ❑Complies :Requirement will be met. [FR12]1 l insulated >= R-8 where duct is ❑Does Not U >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches.Supply and return ducts in other portions of ❑Not Applicable ithe building insulated >= R-6 for !diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. ; 403.3.2 ;Ducts, air handlers and filter ❑Complies !,Exception: Requirement is [FR13]1 I boxes are sealed with ❑Does Not :not applicable. 109 !joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable I applicable. 403:3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 {ducts or plenums. ❑Does Not U ❑Not Observable { ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies :,Requirement will be met. [FR17]2f above 105 °F or chilled fluids I E❑Does Not I below 55°F are insulated to>_R- -10li 3 ; ; ;❑Not Observable ; j ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;,Requirement will be met. [FR24]1 piping. A ❑Does Not U ❑Not Observable ❑Not Applicable 403.5:3 Hot water pipes are insulated to ; R- ; R- ;❑Complies :Requirement will be met. [FR18]2 >R-3. :❑Does Not {�. ;❑Not Observable ❑Not Applicable 403.6 I Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; i IE]Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier3) Project Title: Kennedy res. Report date: 06/07/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kennedy res. Report date: 06/07/21 Data filename: Page 5 of 9 Section Plans Verified" ` Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled >°xs'r`, ".:.❑Complies ;Requirement will be met. [IN13]2 or the installed R-values }:'.` - ❑Does Not provided. ❑Not Observable )` ❑Not Applicable 402.1.1, !Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel Not Observable (4 I UNot Applicable 303.2, ;Floor insulation installed per 'v ❑Complies :Requirement will be met. 402.2.8 ;manufacturer's instructions and &❑Does Not [IN2]1 in substantial contact with the z underside of the subfloor, or floor ❑Not Observable U ,framing cavity insulation is in •s ❑Not Applicable !contact with the top side of !sheathing,or continuous i insulation is installed on the underside of floor framing and ' extends from the bottom to the t top of all perimeter floor framing r members. 402.1.1, I Wall insulation R-value. If this is a R- R- ;❑Complies ;Seethe Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.6 (wall insulation on the wall ' [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass ❑Not Observable (p, i requirement applies(FR10). E] Steel El Steel ❑Not Applicable 303.2 ,Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. j ❑Does Not g g ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kennedy res. Report date: 06/07/21 Data filename: Page 6 of 9 Section Plans Verified .- 'Field Verified # Final Inspection Provisions - Complies? 'Comments/Assumptions° & Req.ID Value. Value 402.1.1, !Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ; ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 [FI1]1 ; ; ❑Not Applicable i 303.1.1.1, ;Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft . ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies 'Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable 1 ❑Not Applicable 402.2.4 (Attic access hatch and door R- ; R- ;❑Complies ;Require entwill be met. [FI3]1 I insulation >_R-value of the :E ]Does, Does Not !adjacent assembly. :❑Not Observable ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ; [F]17]1 ach in Climate Zones 1-2, and i :❑Does Not <=3 ach in Climate Zones 3-8. 1 ;❑Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [FI27]1 !determine air leakage with ft2 ft, E❑Does Not not applicable. !either: Rough-in test:Total I leakage measured with a ;❑Not Observable !pressure differential of 0.1 inch :❑Not Applicable jw.g. across the system including !the manufacturer's air handler enclosure if installed at time of ; hest. Postconstruction test:Total leakage measured with a j pressure differential of 0.1 inch I w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [FI4]1 cfm/100 ft2 across the system or I ft2 I ft2 ;❑Does Not I not applicable. I<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; t❑Not Observable ;tests,verification may need to ; ; ❑Not Applicable !occur during Framing Inspection. I I I I 403.3.2.1 !Air handler leakage designated ❑Complies ;Exception: Requirement is [FI24]1 ;by manufacturer at<=2%of ❑Does Not 1 not applicable. !design air flow. ❑Not Observable j ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is [FI10]2 I on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 1 403.5.1 Circulating service hot water ❑Complies ; [FI11]2. systems have automatic or ]EIDoes Not accessible manual controls. ❑Not Observable ; IE]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Kennedy res. Report date: 06/07/21 Data filename: Page 7 of 9 "lection Plans Verified. "Field Verified, # Final Inspection Provisions-' Complies? Comments/Assumpti'ons & Re .ID Value' Value 403.6:1 All mechanical ventilation system ;t _., ❑Complies :Requirement will be met. [FI25]2 fans not part of tested and listed 1 ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies :Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water fi, a,w -` ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ,'' ❑Complies :Requirement will be met. [F128]2. have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are i I not present. Controls for circulating hot water system ; pumps start the pump with signal r y for hot water demand within the r occupancy. Controls P automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Requirement will be met. [FI29]2 - comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the i ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies ;Requirement will be met. [F130F systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the []Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ; ❑Complies ;Requirement will be met. [F131]2 tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for ; individual units connected to i ' three or more showers. 404.1 190%or more of permanent ❑Complies ;Requirement will be met. [F16]1 'fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 ,Fuel gas lighting systems have ❑Complies :Exception: Requirement is [FI23]3 no continuous pilot light. ❑Does Not :not applicable. U []Not Observable - • ❑Not Applicable j 401.3 Compliance certificate posted. " ❑Complies ;Requirement will be met. [FI7]2 ❑Does Not []Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Kennedy res. Report date: 06/07/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # -Final lnspection.Provisions Value Value' Complies? Comments/Assumptions & Req.ID 303.3 . ;Manufacturer manuals for ❑Complies :Requirement will be met. [FIIB]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kennedy res. Report date: 06/07/21 Data filename: Page 9 of 9 . . 2018 IECC Energy Efficiency Certificate :Insulation Rating R-Value Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.33 0.31 Door CoolingHeating & - Heating System: Cooling System: Water Heater• Name: Date• Comments APPROVED AS NOTED O C C U PAI`�CY 1-1 DATE: a� B.P.# USE IS UNLAWFUL FEE:`� 2,9-a. O BY: �Ag E TIFICATE NOTIFY BUILDING DEPARTMENT AT WITHOUT C 765-1802 8 AM TO 4 PM FOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE COMPLY WITH ALL COPES OF REQUIREMENTS OF THE CODES OF NEW NEW & TOWN CODE. c. STATE. NOT RESPONSIBLE FOR .c. DESIGN OR CONSTRUCTION ERRORS. AS REQUIRED AND CONDITIONS & SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOAR >..._ SOUTHOLD TOWN TRUSTEES PLUMBER CERTIFICA�1i:'•., N.Y.S.DEC ON LEAD CONTENT Ei F ::'s CERTIFICATE OF OCCUP`-\' SOLDER USED IN VVA -'�. SUPPLY SYSTEA4 C EXCEED 2170 C? RETAIN STORK! WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, mzcnuCALVaraCUN ROZJMW SITE INFO : SOUTHOLD R40 ZONE O ._..... REQ./MAX. EXISTING PROPOSED 5c MAX. ALLOWABLE COVERAGE 20/0 12.44/0 12.68/0 (9oN`' f FRO I FRONT YARD SETBACK 50' MIN. 41 i.O' PORCH 4(:1.0' PORCH 0\,V /. I c•l � N' k- Z d) I 10=�N � SIDE YARD SETBACK 15 MIN.-55 TOTAL 14 - 45 TOTAL 14 - 45 TOTAL / /• I N 2 a� N >N/ o N V / REAR YARD SETBACK 50' MIN. 1�6' DECK cW DECK / o"v/ / / 1 l/ 1 /&� /� MAX. BUILDING HE 16HT 35' MAX. 50.2' 30.2' v n\ NvdpI SCOP Off- WOR�G. �. m . UUM o REPUTED LOCATION1311 \, \ tt ;\ �\ ` 1. FIRST FLOOR PANTRY ADDITION. OF EXISTING WATER IY 1 \ • Q i ; . : . SERVICE--/) \ ,_M : 2. EXTENSION OF OIL TANK FILLER VENT, TO NEW EXTERIOR WA LL - I \ lu NEW BATH ADDITION. 5. SECOND FLOOR �\\ Z a. . \ 'j 1 .. ? 1 ... .r::v, - ; G®1 GO I F L I ANGE l , , s \ \ Pa. : i � . THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL GODS OF NYS. ALL DETAILS AND E3U I LD I NG PLAN RSV IV� NOTA o I �.�� is INFORMATION HEREIN IS CERTIFIED BY THE LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE I ` FOLLOWS THE TOWN OF SOUTHOLD BUILDING PLANS EXAMINER HAS a REVIEWED THE ATTACHED DRAW I NGS FOR MINIMUM I. 2020 RESIDENTIAL CODE OF NEW YORK STATE 2. 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN I \ I I PROJECT INFORMATION: OF SOUTHOLD AS SPECIFIED IN THE BUILDING AND/OR CONTACT INFO: 3. FLOOD DESIGN LOADS AS PER ASCE 24-14 RESIDENTIAL CODE OF THE STATE OF NEW YORK. THIS 1 °Z 4. ENGINEERED STRUCTURAL COMPONENTS AS PER ASCE 7-16 I �\ I I 26420 MAIN ROAD REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. i GUTCHOGUE, N.Y. 11,135 THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE REQUIREMENTS OF THESE DOCUMENTS. THAT RESPONSIBILITY IS GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED DESIGN MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASE? ON PERFORMANCE DATA AND PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS I \ I 1 MANUFACTURERS RECOMMENDATIONS. ANY SUBSTITUTIONS WILL BECOME THE BURDEN AND RESPONSIBILITY OF BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST I s THE CONTRACTOR TO VAI_I DATE THE COMPLIANCE WITH CODES AND TESTING PROCEDURES, INCLUDING THE OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN I �\ PRODUCTION OF ANSI TEST RESULTS, AAMA TEST RESULTS, ETC. THE DOCUMENTS IS: I ZONE 0 1. ACCURATE \ i R-40 ZONE 2. CONFORMS WITH GOVERNING CODES APPLICABLE AT NOTE : THE TIME OF SUBMISSION 1 22' ALL DOCUMENTS AND WRITTEN CERTIFICATION AS REQUIRED BY THE CONSTRUCTION AND ENERGY 3. CONFORMS WITH REASONABLE STANDARDS OF i \ REV DESCRIPTION By DATE CODES OF THE STATE OF NEW YORK, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF 1 CONCEPT DRAWINGS JFG 4.1.21 LIFE, HEALTH, PROPERTY, AND PUBLIC WELFARE I °� cV 2 CONSTRUCTION DRAWINGS PCB 5.21.21 OCGUPANGY OR COMPL I ANGE. THIS 15 INTENDED TO INCLUDE ANY CERTI F I GATI ON, QUAL 1 TY ASSURANCE 1 \ _ 1 - 4. 15 THE RESPONS I B 1 L I TY OF THE LICENSEE I 1 3 REVISED CONSTRUCTION DRAWINGS PCB 6.04.21 AND ALL SPECIAL I NSPECTI ONS. "THIS STRUCTURE 15 LOCATED W I TH I N W IND BORNE DEBRIS REG 1 ON" °c 1 DESIGN IS BASED UPON THE NEW YORK STATE RESIDENTIAL CODE, WOOD FRAMED CONSTRUCTION MANUAL AND FEMA I ry4' G 4 1 COASTAL CONSTRUCTION MANUAL. DESIGN IS IN COMPLIANCE WITH NEW YORK STATE GODS AND FEMA REQUIREMENTS 1 oy I EXIT _ I � I 2 STY FRAME 1 ' INCLUDING ASCE: 7-16 FOR WIND LOADS, ENGINEERED 4 STEEL STRUCTURAL BEAMS 4 ASCE 24-14 FOR FLOOR t BUI!r N 1 DESIGN CONSTRUCTION I 1 PROPOSED S I TE DATA (R-zrO) : .I RES #:, , 42a 1 1 TABLE 82012 l) OL I MAT I O AND OE00RAR11 O DD31 CSN ORI TER I A TOTAL 51 TE 16,,5152 50. FT. 100.00% 31.0' iv 7' G Ist FLOOR FOOTPRINT 1,072 50. FT. 6.32% 1 4' EX15T' 14.0' GROUND Vti'IND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE �A!?.i2i � FLOOD AIR MEAN 1 SNONDESIGN FROST LINE DESIGN ILNDERLAYIAE:NT HAZARDS FREEZING ANNUAL LOAD SPPET p T��RylwtllG RR 60N�YJw I�w m ATEGORY WEA DEPTH TERMITEc TEMPE REgUIREPm INDEX TEMP] EXIST'G FRONT COVERED PORCH 287 SQ. FT. I bcf \ 1 FIRST FLOOR 20 PSF ISO MPH NIO NO I MILE FROM SEVERE 3/�" MODERATE SEE YES X 51 F EXIST'G REAR COVERED DECK 350 5Q. FT. 2.06% I PANTRY ADDITION �oAsr TO HEAVY BELOW 1 14.8', MANUAL J CRITERIA EXI5T'G 2 GAR GARAGE 400 SQ. FT. 2.36% WINTER 5Uv1MER ALTITIAE CORRECTION INDOOR DESIGN TEMP DESIGN TEMP. DE516N TEMPERATURE NEW 15t FLOOR PANTRY ADDITION 40 50. FT. 0.24% ELEVATION LAT f1EA7IN6 GOGLINO FACTOR 600LIN6 DIFFERENCE SECOND FLOOR - FT 41 DEG N 15 DEG F 8C, DEG F 1.00 70 DEG F 75 DEG F 55 DEG F NEW 2nd FLOOR BATHROOM ADDITION 65 50. FT. 0.00% BATHROOM ADDITION COOLING �'; WIND VELOCITY WIND VELOCITY COINCIDENT WETWINTER SUNIMER I ;: ,•: TEMPERATURE DAILY RANGE TOTAL NEW LOT COVERAGE 2,14-q SQ. FT. 12.68% DIFFERENCE t1EATIN6 GOGLI N6 L� f1U�I IDITY 11Uv11DITY II DEGF 15 MPH 7.5 MPH 2 F I Oo R ' :... ~•ti ' FOR 5.1.: I POUND PER SQUARE FOOT= 0.0479 KPA, I MILE PER HOUR=0.447 M/S. 1 1 o. WHERE WEATHERING REQUIRES A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OFTHIS CODE, THE FROST LINE DEPTH STRENGTH REQUIRED FOR WEATHERING SHALL GOVERN. THE WEATHERING COLUMN SHALL BE j 1 FILLED IN WITH THE WEATHERING INDEX, "NEGLIGIBLE," "MODERATE" OR "SEVERE" FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(4). THE GRADE I 1 OF MASONRY UNIT'S SHALL BE DETERMINED FROM ASTM C34, C55, 062, 073, G90, 0129, 0145, 0216 OR 0652. b. WHERE THE FROST LINE DEPTH REOUIRE5 DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(I), THE FROST LINE DEPTH STRENGTH REQUIRED FOR WEATHERING SHALL GOVERN. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. I Q c. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A LE&END IAM � 1 HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. I N TI TITLE PAGE I 1 d. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND 5PEED MAP [FIGURE R301.2(5)A]. WIND 1 EXPOSURE CATEGORY SHALL BE DETERMINED ON A 5ITE-5PEGIFIG BASIS IN ACCORDANCE WITH SECTION R30I.2.1.4. FOUNDATION FIRST AO FLOOR PLANS 2 Ll msoc s e. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97 1/2-PERCEN7 VALUES FOR WINTER FROM APPENDIX DPLANNING & DESIGN OF THE PLUMBING CODE OF NEW YORK STATE. DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL Al SECOND FLR ROOF 3 CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. [ALSO SEE FIGURE R30I.200.1 PLANS, PLUMB'& RISER 1981 UNION BLVD BAY SHORE, NY 11706 A2 SECTIONS A 4 B 4 1 OFFICE: (631) 665-9619 f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC, DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1. I ' Glenn rahamassociatesn g. TO ESTABLISH ESTABLISH FLOOD HAZARD AREAS, EACH COMMUNITY REGULATED UNDER TITLE I,1, PART 1203 OF THE OFFICIAL COMPILATION OF A3 ELEVATIONS 5 ' 20, I @g Y.com CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK (NYORR) SHALL ADOPT A FLOOD HAZARD MAP AND SUPPORTING DATA. THE FLOOD EI ELECTRICAL PLANS 6 HAZARD MAP SHALL INCLUDE, AT A MINIMUM, SPECIAL FLOOD HAZARD AREAS AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY IN 1 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING THE FLOOD INSURANCE STUDY FOR THE COMMUNITY, AS AMENDED OR REVISED WITH: ECI NOTES $ DETAILS 7 j i 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS DI GENERAL NOTES a 'ZONING VARIANCE 'WETLANDS PERMITS,DEC,DEP 1. THE ACCOMPANYING FLOOD INSURANCE RATE MAP (FIRM), D2 DETAILS c{ I EXIST'& I 'ALLPHASESOFEXPEDITING Ii. FLOOD BOUNDARY AND FLOODWAY MAP (FBFM), AND 1 I STORY FRAME 1 Ill. RELATED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO. D3 NAILING SCHEDULE 10 i D4 APPENDIX J II GARAGE SLE-NTN W. _ AI-IAPRES. THE ADOPTED FLOOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY REFERENCE AND DECLARED TO BE PART OF THIS SECTION. N I TMB a 1 1 e In. IN ACCORDANCE 1NITH SECTIONS RG05.1.2, R,105.4.3.1, R,105.5.3.1, 8905.6.3.1, 8905.7.3.1 AND 8905.8.3.1, WHERE THERE HAS BEEN A HISTORY OF LOCAL JOSEF .I GA CIA , R . A . DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YE5". OTHERWISE, THE JURISDICTION I 101 GEORGE + 110HE SHALL FILL IN THIS PART OF THE TABLE WITH "NO". - I N ". EIN, P.M. 1. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX (BF-DAYS) FROM FIGURE I 10' I MC I A L L K. `IU N N, R.A. R403.5(2) OR FROM THE 100-YEAR (99 PERCENT) VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE "AIR FREEZING INDEX-USA METHOD (BASE 321/8F)." 1 PROJECT LOCATION: j. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER DATA I I In TABLE "AIR FREEZING INDEX-USA METHOD (BASE 32 DEG. F)." I RAS I DNC, AT: 0 1 1 k. IN ACCORDANCE WITH SECTION R301.2.1.5, WHERE THERE 15 LOCAL HISTORIGAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO 1 0 26420 MAIN ROAD TOPOGRAPHIG WIND SPEED-UP EFFECTS, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES" OTHERWI5E, THE JURISDICTION SHALL I I GUTGHOGUE N.Y. I Ig3S INDICATE NO IN THIS PART OF THE TABLE. I 1 I. IN ACCORDANCE INITH FIGURE R301.2(5)A, WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS, THE JURISDICTION1 (� PROJECT DESCRIPTION: SHALL FILL IN THIS PART OF THE TABLE WITH "YE5" AND IDENTIFY ANY 5PEGIFIG REQUIREMENTS. OTHERWISE, THE JURISDICTION SHALL INDICATE "NO" ��_ _� -_ __ �_ __ �_ __ __ Ist � 2nd FLOOR ADDITIONS 8'� „ 10 Lu PAGE DESCRIPTION: IN THIS PART O "" T o I II I m. IN ACCORDANCE WITH SECTION R501.2.1.2 THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(5). OTHERWISE, THE JURISDICTION COVER SHEET / SITE PLAN SHALL INDICATE "NO" IN THIS PART OF THE TABLE. THIS DRAWING 15 BASED ON I NF'ORMATI ON JOB#: TAX MAP: n. THE JURISDICTION SHALL FILL IN THESE SECTIONS OF THE TABLE TO ESTABLISH THE DESIGN CRITERIA USING TABLE IA OR IB FROM ALGA MANUAL J PROV I DBD IN A SURVEY DATED 6/13/05 210606 1000 - IOci - 4 - 6 OR ESTABLISHED CRITERIA DETERMINED BY THE JURISDICTION. 7A<EN( B T : DATE: SCALE: IN SET: o. NY THE GROUND SNOW LOAD5 TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(6) FOR 517E5 AT JOHN C. EHLERS, L.S. 4/4/21 AS NOTED 1 OF 11 ELEVATIONS UP TO 1,000 FEET. SITES AT ELEVATIONS ABOVE 1,000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED NY L I CENSE NO. 50202 PROPOSED S I TE PLAIT DRAWN BY: SHEET: " VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1,000 FEET. 6 EAST MAIN STREET' R I\/ERHEAD' N. . I I X01 JFG SCALE: 1" 10'-0" CHK'D BY: GFH T 1 ANCHOR E30LT 5FEC, 1F1 CATIONS .. _......_.,, I" EXTERIOR RIGID / ��A/� \ � SIMPSON STRAP 0520 �'� G } FOAM INSULATION (R-5 AROUND SILL PLATE �� p,EL K. f— e •:.d _ FOR EACH STUD SPECIFICATION (TABLES 5.2A 4 3.28, P. 112) 2 x 3 RIM BOARD C114 FOR ONE 5TRY: R-300 INSULATION (2) V'X6" SILL PLATE EXIST. FOUND. WALL 5/a" DIA ANCHOR BOLTS ® 45" O.G. NEW 2 x 8 F.J. BOTTOM SHALL BE P.T. SILL SEALER 3 TERMITE SHIELD �C 5/8" DIA. ANCHOR BOLT . W/7" MIN. EMBEDMENT 12" LONG #4 REBAR GROUTED AS PER PTL. ON D2 INTO I" DIA HOLES IN EXIST. I. MIN. 7" EMBEDMENT INTO CONCRETE \ FE' FOUND. WALL w/ 3 SQUARE WASHERS AND END NUT SETUP; 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. i FILL TOP TWO COURSES SOLID NEW (2) #4 REBAR ® 48" O.G. NEW FOUND.•WALL� - VERTICAL REINFORCING (2) #4 REBAR CONTINUOUS .,. N2. ANGHOR5 NOTED HEREIN ARE NOT TO BE USED FOR TOP 4 BOTTOM •• � MIN R OR REPLACED BY HOLD DOWN5 FOR SHEARWALLS NEW ASPHALTIC MASTIC ° ... DAMP PROOFING r. ° 11 -J._ 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 6 12" \ i!/ \A i\ '� �� C::--== _ PLAN DIAGRAM OF ZONES \:� \ \\.\ \ , NEW 8" P.G. FOUND. WALL \\ • FROM ENDS AND CORNERS (TWO o CORNERS) \.\\ \.•.': MIN. 5500 PSI ® 28 DAYS /,COMPACTED r .\\ .,. dJ \ ,GRANULAR FILL ' R A\ `\ . 4.1 ' \. ... 1/2 EXPANSION JOINT A \\:.. \. 2" SCREED SLAB---,, I.F. d MATCH ,'\ \ ` ,ate OVER 10 MIL GLASS I ADJACENT `. e ` \? VAPOR BARRIER > 3'-O" MIN. \ \ ... . OVER 6" COMPACTED FILL \, b \ " :4 . REBAR NOTE: \ \ / r a•, . <:, .'xz � SND FIN DTL. � �, ALL REBAR TO HAVE !\\ \ / O .: /,i s , `,� e." " MIN. 3 COVER. \. / `. . SCALE: 3/4 = I -O �..�� `. �` \< ,� \.\ \�. , : 10 x 20 P/GONG. CONTINUOUS FOOTING W/(4) \X.X/ #4 REBAR CONTINUOUS .,I .. \\ kk k . . ® ® ❑ ... \\\� .. ® �� w FOUNDATION NALL DETAIL AO SCALE: 1/2" = 1'-0" PROJECT INFORMATION: CONTACT INFO: 26420 MAIN ROAD CUTCHO&UE, N.Y. 11935 EXISTING REAR PORCH I ZONE EXTERIOR SIDING TO BE ❑ - - - - - - - - - - - - - - - - - - - -1REMOVED ® Fo R-40 ZONE i I I ti 1 r - - - - - - - - - - - - - - - - - -I I r ALI6NNEA SUBFLOORWITH ]� O Oo 1 1 I EXISTING O O REV DESCRIPTION BY DATE 1 CONCEPT DRAWINGS JFG 4.1.21 I , 2 CONSTRUCTION DRAWINGS PCB 5.21.21 3 REVISED CONSTRUCTION DRAWINGS PCB 6.04.21 ........ it �` 1 I EXIST'6 CRAWL I 1 3 — —i 2 1 1 SPACE 1 I I I L - - - - - - - - - - - - - DW I (3) 2x4POST KITCHEN 01 O I _ I (1) P.T. 2 x 8 W/(2) 5/8" DIA. x 5" LONG GALVANIZED METAL JOIST 6,-O„ 10 HDR — — — — — HEAVY DUTY GALVANIZED LAG BOLTS ® HANGERS BY "SIMPSON" OR -- -- � EXIST'& 2 x 8 F.J. I r I Ib o.a. INTO RIM JOIST;WHEN ® FOUNDATION a EQUAL ® EACH JOIST - 11 (p 16" O.G. I I WALL FASTEN W/(2) 5/8" DIA. x5" LONG ° a ------ • • I I APPROVED MASONRY ANCHORS ® I6"o.c. � ------- �1 I I v 5 " I fall _, 2 N W CRAWL I I,�__— EXIST'& 2 x 8 F.J. I I t- ------- O I6" O.G. -F SPACE — — ( I 16" O.G. I a — EXI5TIN6 FOUNDATION WALL J —7 -------4 V X O I FOUNDATION PIN EXIST'& A NEW AS PER DETAIL m PAATRY BATH 3 2 x 8 F.J. I I/AO I I EXIST'& CRAWL I I 2 �i O �t x ---8 --� lU x .9 ® I(a o.o. I I SPACE •`J IN_ n 1 1 - - - - - - - - - - - I TC I W 2 8 LEDGE NEW 2 E G O J LEDGER DETAIL PROVIDE OPENINGF0IZ 1 (T- - - - - - - - - - - - - -'-1 ❑ f - - - - — J - - � F - - - - �~ �t0 - a❑ (3) 2 x 4 POST a AGGE55 TO NEW CRAWL SCALE: I" - I'-O" SPACE, EXTEND OIL I I w EXIST'& CRAWL 1 \\\\ TANK FILLER AND VENT 1Lu A 0 SPACE ACCESS \ \T \ p TO NEW EXTERIOR I I 2 W'o 5 L g L EXIST'& 2 x 8 F.J. ,tt I .�,:`.. � >.. ' @ 16" O.G. �. ....�•"„ .. EXIST'& 2 x 8 F.J. ^\ . � 16" O.G. I .. EXISTING EXISTING LIVING RM. DINING RM. ILI I I I I I EXIST'6 BASEMENT lulx I � I� i �i AM I- - - - - -� — JAQ 1 I I _ _ _ _ ---- o L-uj s 0 s 1 1 PLANNING & DESIGN- 1981 E I S GN 1981 UNION BLVD BAY SHORE, NY 117o6 - K ,, OFFICE: (631) 665 9619 wI� I I I K E Y Glenn@grahamassociatesny.com EXIST'& 2 x 8 F.J. I 1 @ 16" o.G. I I GIRDER/HEADER AS DEFINED EXISTING 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING I LIVING RM. 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS EXIST'& 2 x 8 F.J. I GIRDER/HEADER AS DEFINED 'Z O N I N G V A R I A N C E `WETLANDS PERMITS,DEC,DEP I I @ 16" o.c. I I - - - - - - ABOVE UNLESS DEFINED 'ALL PHASES OF EXPEDITING — 11 - ABOVE UNLESS DEFINED I4 I I NEW 8 P.G. FOUNDATION WALL XGLENN. " 1. r A A , I I'.S. �w xIro I I _ , •:• ` ::. W/ 10"x20" CONT. P.G. FOOTING � I 1 — AS PER DTL. 2/AO NEW 2 x 4 WALLS t � ; . (' ARCIA , . wx ix 1 I — — — — — — GEORGE I--IGI ENS`�`EIN, P.M. ''IICI-J .EI_. K. DUNN R. A L - - - - - - - - - - - - -i- - - - - - - - -- - - - I EXISTING WALLS TO REMAIN I EXISTING FOUNDATION WALL , - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -� I - - - - - - _.._..._................. EXISTING WALLS TO BE REMOVED O ? PROJECT LOCATION: • HOLDOWN, SEE DETAIL ON PAGE D2 o HOLDOWN, SEE DETAIL ON PAGE D2 RESI X POINT LOAD FROM ABOVE ® NEW (2) 2 x 4 POST, U.O.N. EXISTING FRONT PORCH 26420�MGE AT: IN ROAD NEW FOUNDATION PIN GUTGHOGUE, N.Y. 110135 AS PER DETAIL I/AO PROJECT DESCRIPTION: — — — — — — let � 2nd FLOOR ADDITIONS ® NEW GRAWLSPAGE AGGE55 O O O O PAGE DESCRIPTION: ( MIN. 18" x 24" ) JOB FOUNDATION P. let FLOOR PLANS �- - - � 210606 1000 - IOq - 4 - 6 It PLAN DATE: SCALE: IN SET: FROF05ED FOUNDATION PLAN FROP05ED I St FLOOR I- LAN 4/4/21 AS NOTED 2 OF I� DRAWN BY: SHEET: SCALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" JFG CHK'D BY: GFH 4" FRESH AIR VENTA1&L K THROUGH ROOF C-14 (p % �A 1111 L 0 N NEVIII BATH 2"i2"! 1:2" 1 SINK o m 11c a ...V4` v , "t * m c�71 V11 kwo I Nki, *71 NO 0 15L p SECOND 'U, FLOOR 2" :211 M -J gf% I L o A�n \u Nk V ay. �n K A, 4 *w A TO EXISTINGSYSTEM5ANITAR \V v-- IM, xv m 7 1 f 'i m 1174, Zc REY oi MEP NOTE: MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACTORS PROJECT INFORMATION: ARE TO VERIFY THAT THE EX15TINC7 AND PROPOSED CONTACT INFO: SYSTEMS OF THEIR TRADE ARE ABLE TO SUSTAIN THE EXISTING AND PROP05ED LOADING APPLIED TO THAT SYSTEM. 26420 MAIN ROAD CUTCH06LIE, N.Y. 11,155 F------------------- -------------------- FL.UMB I NG ----------------------------------------- FLUMBIN& R15ER DIA67RAM ------ SCALE: N.T.S. i i ZONE R-40 ZONE ------- EXISTING A ------- BEDROOM #1 A '71-:211 NFN BATHROOM REV DESCRIPTION BY DATE I I FLAT ROOF ------- % 1 CONCEPT DRAWINGS JFG 4.1.21 1w, W, \01WE 101%, ARM\ I I L-- 2 CONSTRUCTION DRAWINGS PCB 5.21.21 3 REVISED CONSTRUCTION DRAWINGS PCB 6.04.21 I Ia.C. NEW PANTRY ROOF BELOW LIU, -1 IN toII I 1> EXISTING PROPOSED WE5A7H1:�/11%I 4%, x y NEW 0 IN 2 x 10 R.R. a 16" O.r— CSII II 1 440 vr-------- -------- ----------------- -------- --------- ------------------ C L. EXISTING EXISTING BEDROOM #3 BEDROOM #2 --J L L- --------- ---------- EXIST. TABLE 5201.1 ON SIZE OF TRAPS FOR PLUMBING FIXTURES II II PLUMBING FIXTURE TRAP SIZE MINIMUM (INCHES) i iA11SOCIATES BATHTUB (WITH OR WITHOUT OVERHEAD SHOWER OR VIIIHIRPOOL ATTACHMENTS) 1-1/2 BIDET 1-1/4 -PLANNING & DESIGN- CLOTHES WASHER STANDFIFE 2 EXISTING 1981 UNION BLVD BAY SHORE, NY 117o6 V15HAA5HER (ON SEPARATE TRAP) 1-1/2 BEDROOM #4 FLOOR DRAINS 2 OFFICE: (631) 665-9619 --4 KITCHEN SINK,(ONE OR TWO TRAPS,WITH OR Glenn@grahamassociatesny.com K E Y WITHOUT 015HKASHER AND FOOD WASTE 015POSM LAUNDRY TRAY (I OR MORE COMPARTMENTS) 1-1/2 j 'RESIDENTIAL DESIGN *COMMERCIAL SITE PLANNING LAVATORY 1-1/4 I I 'ENVIRONMENTAL ENGINEERING *PETROLEUM SPECIALISTS *ZONING VARIANCE *WETLANDS PERMITS,DEC,DEP GIRDER/HEADERAS DEFINED SHOWER(BASED ON THE TOTAL FLOW RATE I *ALL PHASES OF E)TEDITNG THROUGH 5HOPNERHEADS AND BOPTSPRAY5) j FLOW RATE: ----------------------- ------------------------------------JI 5.1 GMP AND LE55 1-1/2 -------------------- -----------------------------------j ABOVE/BELOW UNLE55 DEFINED MORE THAN 5.1 &FM UP TO 12.5 &PM :2 GLENN W. GRAHAM, PRES. MORE THAN 1:2.5 GPM UP TO 25.6 GPM 5 MORE THAN 25.5 &PM UP TO 55.6 &I-M JOSE F . GARCIA , R . A . NEW WALLS I For V.I lrch-25.4 m M105.1 ROOF EXTENSION. GEORGE HOHENSTEIN, P.M. EXISTING WALLS TO REMAIN OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL MTCHAEL K . DUNNR.A . BE TERMINATED NOT LE55 THAN 6 INCHES ABOVE THE , ROOF OR & INCHES ABOVE THE ANTICIPATED SNOW EXISTING WALLS TO BE REMOVED ACCUMULATION, WHICHEVER 15 GREATER. WHERE A ROOF 15 TO BE USED FOR ASSEMBLY, AS A PROMENADE, PROJECT LOCATION: OBSERVATION DECK, OR SUNBATHING DECK OR FOR 0 NEW (2) :2 x 4 POST, U.O.N. SIMILAR PURPOSES, OPEN VENT FIFES SHALL TERMINATE L LE55 THAN 7 FEET ABOVE THE ROOF. Rr-51DENC.,E AT: INDICATES TEMPERED GLASS PSIO5.2 FROST CILOSLRE. 26420 tI-1AIN ROAD 9> USE IN HAZARDOUS LOCATIONS WHERE THE q75 PERCENT VALUE FOR OUTSIDE DESIGN r-,UTC.HO6UE, N.Y. 11cf35 AS SPECIFIED IN RBODA 4 CLASS TEMPERATURE 15 0 DEG. FAHRENHEIT OR LESS, VENT PROJECT DESCRIPTION: 'A' COMPLIANT (A5 PER ANSI Zcf-7.11) EXTENSIONS THROUGH A ROOF OR WALL SHALL NOT BE Ist � 2nd FLOOR ADDITIONS LE55 THAN 5 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LE55 THAN PAGE DESCRIPTION: ONE FOOT IN51DE THE THERMAL ENVELOPE OF THE 2nd FLOOR I$ ROOF PLANS BUILDING. JOB#: TAX MAP: 210606 1000 10cl - 4 - 6 DATE: SCALE: IN SET: 4/4/21 AS NOTED OF 11 FROF05EP 2nd FLOOR PLAN FROF05ED ROOF PLAN DRAWN BY: SHEET: SCALE: 114" = 1I-oil SCALE: 1/4" = 1'-0" 1jF6 CHK'D BY: 67H Al // 't gF.D A ' ' \\ ..........111.....:...............1 '* �k -: ..... .1111. 11 > N�� 2 t't C3� .. .... .. ........ , .: :: op N : :: `,:\ s;\ a 1.1� \\ „ V \ � \ .... ......... ........ a� ,.,�1.```\ ?�:':. \ . . .- - - I -.-...- .... .—_ "I ,,, " , , I \ // . D Ar�C, .\1 . , 11 K x " / I 0- I, , C'41 ", , � ; - . I . , , � - , . 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A --k 1-4�-=; ::..:.......-.......1--J-'�*-%'.'�*.*�'.*�i�":=J,-*..........�-------- ---------1111`11--....1.........�........,--,:�� Amok"Id I-, ! .I r ,HOOUE, N.-�'. 1101`55 1, SIXTH Eld . � t'�" ! - ....... a , ,., , I - I, I -, 1 1", - - - " � I - I HKHM' -,UTC I w-.1 H ;! - .-,- . I I 11 - r: I . -.. I I . , � - � H, "' ,., E 1. JECT DESCRIFTON: � � �! .�-I 1.i.., PRO - ---- , - .. . 11 ! - , .,A - � , I - i - .... ,;-a uju ... I I ) 1-:1 . �, --- 1 ojolm I"�H! I I I 0 1 1 - ! 'I let $ 2rd FLOOR ADDITIONS �.�� PAGE DESCRIPTION: F-LEVATION5 JOB#: TAX MAP: 210606? 1000 - lal� - 4 - & DATE: SCALE: IN SET: PROP05ED REAR ( 5OUTH ) ELEVATION FROFOBED 51DE ( EA5T ) ELEVATION 4/4/21 AS N,OTED 1 5 Of= I I \, , , \� 011,\k1w,\: -�- ��—�Xzx I , , � 6 DRAWN BY: SHEET: . 50ALE: 1/4" = I'-O" 50ALE: 1/4" = I'-0-- IJFCI K'D BY . - I CH&FH : I A3---i-1 . .... ........... S D Mi C, op t4 .......... t"Q4, J4 -igm �� 0,g kp J wg m 'e w, A A- M, kk t \K m m t r ............ .........................................- .............................................. 1w 'k, ........................ ..................................................................................... -'3 lw m .............. ............................... ............................... ............ ... . ............................................. ................................................................................................................ .......... ....................... . .............. R i 7, ................. ............... ............ ............... ............... ............... ............... ............... ............. ............. .. ... ............... ....................................................................... ............. .................................................... ................................................................................................................................. ZK� ............ ....... %41, a\\ N, v A� gg\ k� ft W A IN x "M 4"AL a 41 PROJECT INFORMATION: CONTACT INFO: 26420 MAIN ROAD CUTCI-106UE, N.Y. II935 ............... ............. ........... ............................... .......... ........... ...... ................................ -------................................. -------- .... .................... ....................................... .... ............. .................................................................................... ............. .............. ZONE ..... ........ .... ............. ............. R-40 ZONE .............................. ............... ....................................... .............. ............. H i REV DESCRIPTION BY DATE ...................................... ................. ............... ............... .......... CONCEPTDRAWINGS JFG 4.1.21 ................ ................................ .......---------------- 2 CONSTRUCTI N DRAWINGS PCB 21 21 ----------------------- .......... .........................................................: \,-\ ............. .................................... 3 REVISED CONSTRUCTION DRAWINGS PCB 6.04.21 ......... .... -------------------- .............. -------------- ................... ... ............... ............... .............. ......................... ii ........ ............... ....... --------....................... ...................... li is€ ----------------------------- ..............------------------------- ................................ 77J ... ....... .............. ..........------------ • ................................ .................. ............ L ii 4 .............- ............. . ................ p .......... .......... ............ ..................... I F . .......... L TR 10 EY ELEO ......... /* GROUND FAULT CURRENT INTERRUPTING DUPLEX OUTLET JUNCTION 15OX ----------- ........... .... ------- ................................ ---------- ............... ................ ................ ............................... WATER-PROOF JUNCTION 15OX SINGLE POLL 6WI76M .................. ;1 - ® .... ............................... ............ Am EXHAUST FAN - 150 6FM MIN. ------------- ..... ............... i i i ii .............................. A11SOCIATES --------------- i i:i iii i . ........... ii iii! i —PLANNING & DESIGN -------------------- — LIGHTING EQUIPMENT NOTE: -- LIGHTIN6 FIXTURE5 TO BE 1981 UNION BLVD BAY SHORE, NY 117o6 ................................... HIGH-EFFICACY LED LAMP5, ................ ................. OFFICE: (631) 665-9619 THROUGHOUT THE PROJECT IN . .... ------------------ ............ ACCORDANCE N/SECTION R404.1 ....................... .......... Glenn@grahamassociatesny.com ..... ............... ............. *RESIDENTIAL DESIGN *COMMERCIAL SITE PLANNIN 'ENVIRONMENTAL ENGINEERING *PETROLEUM SPECIALISTS *ZONING VARIANCE *WETLANDS PERMITS,DEC,DEP *ALL PHASES OF EXPEDITING ------------f---------------71--1771i:---� --- ---------------------- .... LL GLENN W. GRATIAM, PRES. JOSE F . GARCIA , R . A . z z GEORGE HOFIENSTEIN, P.M. MICHAEL K . DU'NN , R.A.. ........... ............ PROJECT LOCATION: . ................................................. ... ... ...... .......... ................................................. ........................................................................................................................................................................................................................ ................................................................................................. RES IDENC.E AT: ..... .....- ........... ......... ........... ............. . ........ ... ....... .............. .............. ................ ............... .............. ............... ............... ............... ............. ...... ..... ............ 26420 MAIN ROAD ........................................................................................ .......................................................................... ................................................................................................................................................................................................................................................ .............. ................................................ GUTG-HO&JE, N.Y. 11cf55 PROJECT DESCRIPTION: let � 2nd FLOOR ADDITIONS PAGE DESCRIPTION: ELECTRIC PLANS JOB#: TAX MAP: 210606 1000 - IOcf - 4 DATE: SCALE: IN SET: I I PROP05ED Ist FLOOR ELECTRIC PLAN FROF05F.D 2nd FLOOR ELECTRIC PLAN 4/4/21 AS NOTED (o OF DRAWN BY: SHEET: SCALE: 114" oil 1' 50ALE: 1/4" = 11-ooilll JFG CHKID BY: GFH E 1 ...... TABLE N1102A.I.I SA02s411) 5EGTION 8401 GENERAL AIR BARRIER AND INSULATION INSTALLATION (CO APPLY TO NEW ADDITION ONLY) `! R40!3 Cf LUeWF:,THIS PROJECT SHALL COMPLY W/SECTIONS 8401 THROUGH 8404 �A� �P�r AIR BARRIER CRITERIA INSU-ATION INSTA-CATION CRITERIA c�'t � Ghj 6ENERFL REQUIREME14TS BARRIER SHALL SEM M�STN..A C. IN IN IO)5 AIR AITME RS A AS INSLLArIONSEA-INC,MATERIAL NOT PE R401.2.1 TROPICAL Za�1 NOT APPLICABLEeCNERAL 019 CERTIFICATE(MANDATORY): R.A. TO PROVIDE CERTIFICATE OF BUILDING PERFORMANCE BUILDING 84 REQUIREMENTS AND 'FEST RESULTS IN AGGORDANGE WITH THIS SECTION. TO BE POSTED IN UTILITY ROOM AND THE EXTERIOR THERMAL ENVELOPE GONTANs A G0NTINUGIY AIR BARRIER F.J. AS NOTED NOT TO OBSTRUCT OTHER POST AS NOTED IN THIS SECTION. BREACS OR JOINTS IN THE AIR BARRIER CLOSED CELL SPRAY FOAM NEW RECESSED LIGHTING SHALL BE SFA-ED. > B/W BLOGKINGG 4 BAFFLE SECTION R402 SUILDIN(S THERMAL ENVELOPE GEILNB/ATTIC, THE AIR BINS( ILLATION IN ANY DROPPED THE INSLATION IN ANY DROPPED "\? IN AGGORDANGE W/ ASTM E 283 �� CEILING/SOTFIT SHALL.BE ALIGNED WITH THE: CEILm7/sOTlr sHAL BE ALIGNED WITH THE INSILATION AND ANY 6AP6 IN THE AIR AIR BARRIER. /•`-'� R402.1 6ee3;LAL ESeRIPTIVE): IN ACCORDANCE,SEE SECTION R402.1.5 LISTED BELOW BARRIER SHALL BE 5EAE0. C>i OF 14 ACCRA402.1.1 VAPOR RET1�L NOT REQUIRED CLIMATE ZONE 4A AS PER TABLE R301.1 KNEE OPENINGS, DRO'DOWN IONEPSTAIRT1 KNEE WALL Doazs TO LNcarDlrlO•ED ArrIG ' = SPACES SH1AL BE SEALED. 2"x BLOCKING AS REQ'D _...- R40212 INSULATION AND RAT 3M5TRION CRITERIA: IN COMPLIANCE WITH SECTION R402.1.5 UA ALTERNATIVE WA1LL5 THE J-WTION OF THE FG11I�ArION AND SILL CAVITIES WITHIN CORNERS AND HEADERS OF METHOD. PLEASE SEE: ATTACHED RE5GHECK FOR TOTAL UA CALCULATIONS PLATE SHALL M SEALED. FRAME WA-LS SHALL BE INSI UTED BY COWIEFELY FILLN6 THE CAVITY WITH A ONTINUOUS BEAD OF SEALANT THE JJNGTION OF THE TOP PLATE AND THE MATERIAL HAVING A THERMAL RESISTANCE `r TOP OF EXTERIOR WALLS SHALL PE AFD. OF R-9 PER INCH MINIMW. EXTERwR j. ® TOP PLATE • THERMAL ENVDLPE IN!ILLATION FOR FRAMED rmLE NMI (oo1J2) &s1PTlTJC KNEE WALLS SHALL BE SEALED. WALLS SHALL BE INSTALLED IN 6LWANTIA �\ \Na ,\ \•�`.� TYJN MD I'BfSTRATION RE[dl CONTACT Aro L FOAM GYP N91 ii�BJT5 DY GOIv41��BJT zar� LOSED GEL SPRAY ' THE AIR ARRIER IrPXl15 ALI6JAENT WITH \ ` \\ a. \�;P BOARD CEILING r�: INSULATION ® ALL HEADER LOCATIONS I CLOSED CELL SPRAY FOAM FIN15H TYP. CLIMATE FENESTRATION SCYLI61Ir GLAZED 1EILN6 WOOD MASS FI DOR BA5E1v1F?Jf SLAB' GRAWLSPACE WIrmOWS, SCYLIGtiTS AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS .:�.. ..�' pis:\\ .. .., ',•a . ZONE u-FAGraR LI-PA6TOR rETESTRATION "ALLE �WALL WALL R-vr-LE WAL R-vALLE WA L AND FRAMING, ASID SKYL IGHTS Arb7 FRAMING SEALANT AROUND UNIT 5116G• R-VALE R-VAA.E R-VALE' h PEFTH R-VA.LE SHALL BE SEALED. I NR o.�5 025 90 h 9/4 M o O o ONTINUOUS EXPANDING FOAM \ O ® WINDOW PERIMETER , \ ? '. ..\ RIM JOISTS RIM JOISTS SHALL IWALDE THE AIR BARRIER RIM JOISTS SHALL BE INS , . •. \,;, _ w•==� 2 OAO 190 015 95 19 411, 15 O O O \ t�09R5 INGLlAIN6 ABOVE GARAGE Arm THE AIR BARRIER SHA1 BE INSTALLED AT THE AIR BARRIER BE INSTAL LED AT ^ \ \ 0.95 0% 015 95 W or r4l, 5/19 19 5/19 O 5/19 CANTILEVERED FLOORS) ANY EXPOSED EDGE ANY EXPOSED EDGE OF INSOLATION. FLUOR INDOW AS NOTED \°.°�� < OF INSILATIOd. FRAVINC CAVITY INT�ILATION SHALL BE .�� M 69P .. WITH THE LNDERSIDE OF sU6FZO0R DECKING, •• fl95 0i OAfl A9 'lO or I9i5 5/19 19 10(19 ID FT 10/19 INSTALLED r0 MAINTAIN PERMANENT CONTACT .a .' 4GI1 1 G SSDIXTUR DTC. T�, % s° .: ,: 5 AND OR FLOOR FRAM CAVITY INS-CATION 5F1A1 A\. • \\ '" / BE PERMITTED r0 BE IN CONTACT WITH u i iu fln o.% NR A9 I� I9 (T K/19 lo, K/19 THE TOP SIDE C,F SHEATHING, OR - ' : � ,. \ • ,...•\ .... .. .' �' 6 fln o.55 NR h9 1af5 or r-+e Is/w w 15/19 W, Fr 15/19 SCALE: I I/2 I O GOdrINL10U5 INSU_ATIGN INSTALLED Od T11E •"� UVERSIDE Gf FLOOR FRMAIN6 AND EXTENDS `e 7 AHD 5 O.n O.% NR A9 10+5 or 19+10 19/11 95 15/19 10,A Ff 15/19 FROM THE BOTTOM TO THE TOP Or ALL " ' A"\ PERIMETER FLOOR FRAMING MEM1sFR5 $ .. FOR S:I FOOT-'M45 NN, a R vAltb'xe MNMAS;.INACTCRs Aw st1L,C Tree MAxMAS.wt8l NSLATbN 5 NSTrum N A uvRY WMIc+t Is LEss TWW hE LAC+i ax[�sISN 7tn0v�� CRAWL SAGE WALLS EXPOSED EARTH IN LNVENTED CRAWL SPADES Nrt1ERE PROVIDED INSTEAD GP FLOOR Or TM NS.LATION.TFC WA1®R-/AJT Or TIE NSLATCN SHALL NOr M IPx MM!TFC R-VA E SPEcrw N TFE TA9lP. 511A1 BE COVERED WITH A CLASS I VAPOR INS ATION, INSI.LATION SHALL BE ONTINUOUS EXPANDING FOAM \ � a. TFE rFTFSfRATIaf U^cTCR Oaim I�cuve 4Kyx*Ts.THE 5160 ccum,WR.Es rO ALL aAzw t�sTR nw umprm SKYLIGHTS MAY 7c=Lm RETARDER WITH OVERLAPPING JOINTS TAPED. PERMANENTLY ATTACHED TO T11E. \ ^'\\ �� ` rROM ELAMP rFTESrRI�MON SiGY.REQLRE OC6 N a"TE ZONES I TFRarm 9 WMM;r 9t PLR 6"fKVIJ6HT5�NOT MO®0.70. CRAW-SPACE WALLS. ® WINDOW PERIMETER '15/19'AEANS R-0 CafrINUaS NSLATION ON TM NnRM OR M MZM Or TLE Ha&OR R-49 CAVITY NS TVN AT THE Nf73 m or Tm wffANr WALL � .: -15/17 SIAL UE PBNNTm TO VE MET MM R-15 CAVITY NSUTION ON TtE Nrmm Lr`TI£A-4m !f W&L RIO R 5 OGNTIIUGUS NRLAnON AT PV M13 M SHAFTS,PENETRATION' RYT SHAFTS, UTILITY PENETRATIONS,AND •-.�'�...... �\\ :.. \\~ `••^ \• , POR FEAT® TM DOTH OtIM TTE W-Th 6r TSE raWM OR 2 rffT W"VtEVER �:, OF TFC 0A5%VNr WA1_ ^, Rsi StN.L DE ACD®TO THE 7 S.A6 ESE R-VMIES 9LAD'.NS.LA CE FL.I.E 5F1AFT5 G1'QJIN6 r0 EXTERIOR OR �� .. /2" GYP. BOARD . LN60NPIT10rED SPACE SHALL BE SEALED. � a, � IS LESS N LLMATE Za�ES I THRavi 9 FOR HFATIP�. ONTINUOUS BEAD OF SEALANT :�.._ ,."��. - � :;;....:;.�•, TF4gtE ARE NO S7EG Pol{UIRB.@fTs N TFC MN2RC If1rE DAaexr WALL N$lA'rION 5 NOT REQR19 N WN MI4ND LOCA As PITM DY R"Z R901.1 MD TA"RVU. NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL$E C1JT ® WINDOW SILL 2) LAYERS 2" RIGID INSULATION OR NSLATUN WMOC TO FLL THE FRMIN6 CAVITY.W-0 MNMM TO FIT. OR NARROW CAVITIES SHALL BE TFE MST VNLE IS LA'/IT(NSUTWK THE S=GCW VALE 15 OGNTWOtY Ns"TwR W`I13-W WA49 R�7 CAVITY NSLATION RJ 5 R-5 LafrNJ"NSL ATM FILLED BY NSI.LATION THAT ON INSLAT TALION INSTALLED DURING FRAMING THE WI.OW it-VALE AFRSS M112f WaM THAN FtAr TW-NSIATYN 15 ON THE NIVIRM a-THC MA!"',WALL READILY CONFORMS TO THE AVAILABLE �. CAVITY SPACE. ONTINUOUS BEAD OF ADHESIVE 8402.19 R-VALUE G(�ONt BUILDING ASSEMBLIES U51N6 MULTIPLE INSULATION MATERIALS SHALL BE GARAGE PARATION ATHE 6 ® RIM JOIST PROJECT INFORMATION: SUMMED TO COMPUTE_ THE CORRESPONDING COMPONENT R-VALUE IN ACCORDANCE W/THIS SECTION. SEEONTINUOUS,LIGHTING RELE�f�ED LIGHT FIXTLRE5 INSTALLED IN THE RECESSED LIGHT FIXTLRES INSTALLED IN THE CONTACT BEAD OF SEALANT SECTIONS FOR BUILDING ELEMENTS AND CORRESPONDING INSULATION MATERIALS N,ILDIN6 THERMAL ENVELOPE SHALL W PULPING THERMAL ENVELOPE SHALL PE AIR ® BOTTOM PLATE CONTACT INFO: SEALED TO THE DRYWALLREGESSED LI6Hr TIGHT Arm 1C,RATED. 26420 MAIN ROAD R402.1.4 U FACTOR/4L.TERNATIVE: IN COMPLIANCE WITH SECTION R402.1.5 UA ALTERNATIVE METHOD. PLEASE FIXTURES INSTALLED N THE MIPINED \-EN5ULATED EXTERIOR WALL SEE ATTACHED RESC:HEGK FOR TOTAL UA GALGULATIONS THERMAL ENVELOPE SHALL BE AIR TIC AND GUTGHOBUE, N.Y. 11935 G RATED. XTERIOR SHEATHING PLLMBIN6 AND WIRING BATT INSILATIOd SHALL.BE GUT NEATLY TO 8402.13 TOTAL UA J-TERHATIVE: IN COMPLIANCE WITH SECTION 8402.1.5 UA ALTERNATIVE METHOD. PLEASE FIT An;"WIRING AND PLLMBIN6 1N SEE ATTACHED RESC:HEGK FOR TOTAL UA CALCULATIONS EXTERIOR WALLS, OR INSILATGN THAT ON INSTALLATION READILY COJFORMS r0 AVAA.ABLE SPACE SHALL EXTErO BEH1NP 8402.2 SPECIFIC IFLVUL-ATIOPI RE IRETIMM MMMPTIVE), IN ACCORDANCE,SEE SECTIONS R402-2.1 PIPING AND WIRING. THROUGH R402.2.15 SHOWER/IUB ON EXTERIOR WALL THE ALR BARRIER IN5TA I PD AT EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS AND I WALL SEPARATE TO SHOWERS Aro TUBS TUBS SHALL BE INSIL.ATED . CORNER I 1 `SUL. PTL. 842.1 CEILING W EILINITH ATTIC SPACES: NOT APPLICABLE,UA ALTERNATIVE METHOD USED SHALL SEPARATE THEN IRON THE SHOWERS iN' Arm TUP". 02. R4== C.EILIN65 NIITHOUT ATTIC SPACE: NOT APPLICABLE,UA ALTERNATIVE METHOD USED ELECTRICAL/PHONE BOX ON EXTERIOR WALLS THE AIR BARRIER SHALL BE INSTALLED FD ZONE LOSE CELL SPRAY FOAM " _ I " R-40 ZONE BEHIND ELECTRICAL OR cO•nMtNlcnrlON SCALE: 3/4 - I -O R4n�7 PS PA\/E RAtcl- BOXES OR AIR-6EPLFD BOXES SHALL BE ® ALL RIM JOIST LOCATION __-- E �L IN COMPLIANCE, I" AIR BAFFLES USED IN ROOF SYSTEM EXTENDING INTO VENTED INSTALLED SOFFIT. HVAC REGISTER BOOTS HVA,,RE015TER BOOTS THAT PENETRATE ONTINUOUS BEAD OF SEALANT BUILDING THERMAL ENVELOPE SHALL BE 8402.2.4 ACCESS HATCHES AND DOORSr NOT APPLICABLE, NOT IN SCOPE. SEALED TO THE SILP LOOR OR DRYWALL ® TOP PLATE REV DESCRIPTION BY DATE CONGEALED SPRINKLERS IRED TO M SEALED, R4=215 MACS W.e1 II e.5L NOT APPLICABLE, WOOD FRAMED CONSTRUCTION THROUGHOUT. rIRE L SHALL ONLY$ IN 1 CONCEPT DRAWINGS JFG 4.1.21 A MANNER T BY THE MANLFAGTLRFP, G OTHER 2 CONSTRUCTION DRAWINGS PCB 5.21.21 R402.2b STEEL-FRad&M CEILINGS.WALLS AND FLOORS: NOT APPLICABLE, WOOD FRAMED CONSTRUCTION ALIVE L LH M LISED To THROUGHOUT. FILL Vol FIRE SPRI CODER 3 REVISED CONSTRUCTION DRAWINGS PCB 6.04.21 AJD WAIN OR GEILIN65. 1NALL SEAL I NG DTL R4=2.1!Noli4�wIrIM PARTIAL 5TRJ1GTiJRAI-SFEATHIN6: NOT APPLICABLE, WOOD FRAMED WALLS TO A. IN ADDITION, INSPECTION GP LLCM T BE WALLS SHAIN AGGORDAJGE WITH THE PROVISIONS GF TGG-A00. I . RECEIVE MIN. 8-I5 BATT INSULATION AS PER TABLE 8402.1.2 F-C. 8402.28 FLOORSr 114 COMPLIANCE, FLOOR INSULATION TO BE R-500 BATT INSULATION AT A DEPTH OF 8.25". SECTION 8403 SYSTEMS SCALE: 3/4" I'-O" FLOOR FRAMING TO BE 2 x 8 F.J.,BATTS TO BE INSTALLED AS PER MANUFACTURER SPECS. AND TO �0g I CONTROLS MANDATO", NOT APPLICABLE, NOT IN SCOPE. MAINTAIN CONTACT INITH UNDERSIDE OF PECKING. R402.2A BASEMENTk&A.&L NOT APPLICABLE, NOT IN SCOPE. R409M HOT KATER BOILER OUTDOOR TEMFTRA7LVM SETBACK, NOT APPLICABLE, NOT IN SCOPE R402.2.10 5LA8-0N6RI?AVE FI�OR4: NOT APPLICABLE, NO SLAB IN SCOPE OF THIS PROJECT. SA=.5=TSv NOT APPLICABLE. 8402.2.11 DRAW-SPAS=wet J d: NOT APPLICABLE, FLOOR 15 INSULATED. PA03.4 TEC+IANIGAL SYSTEM PIPING INSULATION(MANDATORY): IN COMPLIANCE, ALL EXTERIOR CONDENSATE LINES TO RECEIVE A MINIMUM OF R-5 PIPE INSULATION. R402.2.12 MASONRY VENEER: NOT APPLICABLE, NO MASONRY VENEER IN SCOPE OF PROJECT. Fti'409.4.1 PRO.EGTION OF PIPING INSULATION: IN COMPLIANCE, PIPE INSULATION TO RECEIVE INSULATION R402-215 SUNROOM INSU.ATIONi NOT APPLICABLE, NO SUNROOMS IN SCOPE OF PROJECT. PROTECTION SHIELD 84029 FENESTRATICM(MRE MIPTIVEh IN COMPLIANCE, SEE SECTIONS R402.3.1 THROUGH R402.3.6 BELOW 84093 SERVICE HOT PALTER SYSTEMS: IN COMPLIANCE, SEE SECTION 8403.5.1 THROU6H R403.5.4 CLOSED CELL SPRAY FOAM B/W BLOCKING t BAFFLE R4029.1 U FAGTORe IN COMPLIANCE, FENESTRATION U-FACTORS TO BE IN ACGORDANGE WITH TABLE R402.1.2 WGI 84093.1 HEATED ATER RO OTION AND=t2!C96TURE MAINZN6NC.E SYSTE S(MANDATORY), NOT SEE FENESTRATION SCHEDULES FOR U-FACTORS APPLICABLE,NO HEATED CIRCULATION SYSTEMS OR TEMPERATURE MAINTENANCE SYSTEM IN SCOPE OF PROJECT. 2"x BLOCKING AS REQ'D R4029? GLAZED RSESTRATION SH&C: IN COMPLIANCE,GLAZED FENESTRATION TO BE IN ACCORDANCE " AIR BAFFLE R405 L2 DEMAND RECIRCA) ATION SYSTEMS: NOT APPLICABLE, NO DEMAND RECIRCULATION SYSTEMS IN TO EXTEND PAST WITH TABLE 8402.1.2 SEE FENESTRATION SCHEDULES FOR SHGG RATINGS � F ` SCOPE OF PROJECT ICE AND WATER 5HIEL EAYE AS PER R40299 GLAZED R- NOT APPLICABLE, ALL GLAZED FENESTRATION TO BE IN ACCORDANCE WITH TABLE R402.1.2. R40939 HOT WATER PIPE INSULATION Q9RE5GRIPTIVW: IN COMPLIANCE, ALL PIPING GREATER THAN 5/4" AND NJ ; ANY PIPING LOCATED OUTSIDE OF HOME TO HAVE MIN R-3 PIPE INSULATION ' 84029.4 OPAQUE DI NOT APPLICABLE,NO OPACRUE DOORS IN SCOPE OF PROJECT. \_ NOT APPLICABLE,NO DRAIN WATER HEAT RECOVERY UNITS r _. 840299 SUNROOM f�STRATION: NOT APPLICABLE, NO SUNROOM IN SCOPE OF PROJECT. IN 50OPE OF PROJECT. \� 6409.6 MECHANICAL VENTILATION MIANDATORY): NOT APPLICABLE, NOT IN SCOPE. 8402.4 AIR L.EAKA6E IMANDATORY): IN COMPLIANCE,SEE SECTION 8402.1.1 AND 8402.4.1.2 BELOW. T TOP PL BEAD OF SEALANT - ... AT TOP PLATE � \ R402.4.1.1 INSTALLM10N, IN COMPLIANCE, ALL COMPONENTS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED R409'1 EQIAPNENT SIZING AND EFPIGIENGY RATIN&MANDATORY), IN COMPLIANCE,HEATING AND COOLING CONTINUOUS VENTED SOFFIT ^� AS PER THE MANUFACTURERS SPECS AND IN ACCORDANCE WITH THE CRITERIA SET FORTH IN THE TABLE. SEE CALCULATIONS IN ACCORDANCE WITH ALGA MANUAL J AND EQUIPMENT SIZING IN ACCORDANCE WITH ALGA CONSTRUCTION DETAILS FOR SPECIFIC INSTALLATION INSTRUCTIONS. MANUAL 5 4 DUCT SIZING, IN ACCORDANCE WITH MANUAL D. SEE RESGHECK FOR EFFICIENCY RATINGS. R402.4.1.2 TESTING: IN COMPLIANCE,DWELLING TO HAVE AN AIR LEAKA6E RATE NOT TO EXCEED 5 AIR R4039 SYSTEMS SEE3"N6]AMPLE 11NELLIN6 UNITS NAMATORY): NOT APPLICABLE, SINGLE FAMILY GHANBE5 PER HOUR. TE5TIN6 IN ACCORDANCE WITH A5TM E '7'19 OR A5TM E 182'7 AND REPORTED AT A DWELLING. PRESSURE OF 0.2 INCH W.(9. (50 PASCALS) TESTING TO BE CONDUCTED BY A THIRD PARTY AND A WRITTEN ,\ REPORT TO BE PROVIDED BY THE CODE OFFICIAL IF REQUESTED. 8405.4 SNOW MELT AND ICE SYSTEM CONTROLS(MANDATORY): NOT APPLICABLE, NO SNOW MELT AND ICE '• :, SYSTEMS IN SCOPE OF PROJECT. 8402.4.2 FIREPI.A A:5 NOT APPLICABLE, NO FIREPLACE IN SCOPE OF PROJECT. 4- SAVE OVERHANG SEALING DETAIL 8409.10 POOL_ AND PERC. PERMANENT SPA ENERGY ONSl1M1PrION: NOT APPLICABLE, NO POOLS OR SPAS IN SCOPE 8402.49 FENESTRA MON AIR LEAKA&E: IN COMPLIANCE,ALL WINDOWS,SKYLIGHTS AND SLIDING 6LA55 OF PROJECT. DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 GFM PER SQUARE FOOT(1.5 L/S/M"2), E�i SCALE: AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT (2.6 L/5/M"2),WHEN TESTED ACCORDING 8403.11 PORTABLE SPAS MANDATORY), NOT APPLICABLE, NO PORTABLE SPAS IN SCOPE OF PROJECT. G AM TO NFRG 400 OR A0.MA/MMA/CSA 101/1.5.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. SEE WINDOW SPECS FOR MANUFACTURER TE5TIN6 RESULTS. 8403.12 RESIDENTIAL POOLS AND PERMANENT RESIDENTIAL SPAS: NOT APPLICABLE, NO POOLS OR SPAS IN AQSO SCOPE OF PROJECT. 8402.4.4 ROOMS GONTAININ6 FUEL-EXMN&APPLIANGESr NOT APPLICABLE,NO FUEL BURNING APPLIANCES IN SCOPE OF PROJECT. SECTION 8404 ELECTRICAL POWER AND L1(SHTIN6 SYSTEMS PLANNING & DESIGN R402.43 REGESSM 11-16'MN(S: IN COMPLIANCE,ALL LUMINARIES TO BE IG-RATED AND SEALED AS PER RECESSED LIGHTING DETAIL. R404.1 LI&HTINS EQUIPMENT MANDATORY): IN COMPLIANCE,ALL NEW LIGHTING FIXTURES TO BE 1981 UNION BLVD BAY SHORE, NY 117o6 R402B MAXIMUM NE51RATI01N U-FACM AND SH6G(MANDATORY): IN COMPLIANCE,UA ALTERNATIVE HIGH-EFFICACY LED LIGHTS OFFICE: (631) 665-9619 METHOD USED. SEE 8E50HECK FOR U-FACTORS 4 51-16C. 8404,1.1 L16HTINS EQUIPMENT(MANDATORY): NOT APPLICABLE, NO FUEL 6AS LIBHTIN6 IN SCOPE OF PROJECT. Glenn@grahamassociatesny.Com 'RESIDENTIAL DESIGN 'COMMERCIALSITEPLANNING 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS 'Z O N I N G V A R I A N C E `WETLANDS PERMITS,DEC,DEP 'ALL PHASES OF EXPEDITING GLENN W'. G P.L.A.1-:IAM, PRES. I6" O.G. TYP. OI OSE F . G'A R G A , R- A. . GEORGE I-IG.IIENS'T`EIN P.M. MIN. MICHAEL K. DUNN, R.A . MIN. I" THICK CLOSED CELL PROJECT LOCATION: SPRAY FOAM INSULATION WHERE FRAMING MEMBER MEETS RESIDENCE AT: DECKING /SFfEATHING ® ALL ' EXTERIOR LOCATIONS 26 420 MAIN ROAD GUTGHOGUI=, N.Y. 110155 MIN. I" THICK CLOSED CELL PROJECT DESCRIPTION: SPRAY FOAM INSULATION let $ 2nd FLOOR ADDITIONS ® PLYWOOD /5HEATHIN6 SEAMS PAGE DESCRIPTION: ENERGY COMPLIANCE JOB#: TAX MAP: 210606 1000 - 101 - 4 - 6 DATE: SCALE: IN SET: P 1 GTURE FRAME SEALING DTL. 4/4/21 AS NOTED 7 OF G DRAWN BY: SHEET: SCALE: I/2" = I'-O" JFG CHK'D BY: GFH EC1 NOTES 4 SPEC 11=I GAT I ONS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER TO&ETHER AT ALL TIMES.IT 15 ALSO THE CONTRACTOR'S RESPCNSIBILITY TO READ ALL NOTES, SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK CAMPINTRY GLASS WINDOWS AND DOORS SITE WORK SECTION Rg05 I.I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH#2 d BETTER(Fb = 8-15)UNLESS I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR, OR BY REQIJIREMENT5 FOR ROOF COVERINGS ` ��i�{ �� C,�, \ OTHERWISE NOTED. QUALIFIED SUB-CONTRACTOR. �5 �� L K. O �,h 2. &LASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER Rg05.1 ROOF 60,/MNG APPLICATION. ROOF COVERINGS SHALL BE 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT.(MIN) MAINTAIN CLEARANCES ARE PROVIDED. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS �A 8" MIN.FOUNDATION EXPOSURE. RECEIVE CLARIFICATION FROM ARCHITEGT/EN&INEER PRIOR TO SECTION AND TH= MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. SILLS TO BE P.T.AND 5Ecuf2ELY FLASHED WITH A TERMITE SHIELD,ALSO PROVIDE S. ALL SLIDING GLASS DOORS, SHOWER DOORS, SKYLIGHTS, AND ANY GLASS PROCEEDING. UNLESS OTHERWI5E SPECIFIED IN THIS SECTION, ROOF COVERINGS ,* SILL SEAL/INSULATION. SIZE OF SILL TO BE(2) 2"x6",UNLESS(U 2"x6" IS UNIT INSTALLED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED SHALL BE INSTALLED TO RE515T THE COMPONENT AND CLADDING NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. TEMPERED GLASS,UNLESS OTHERWISE NOTED. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWI1465. LOADS SPECIFIED IN TABLE R301.2(2), ADJUSTED FOR HEIGHT AND STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2(3). 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO"OR EQUAL. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BUILDING SITE. STOCKPILE ALL EXCAVATED MATERIALS. � MANUFACTURER'S SPECIFICATIONS. Rg05.1.1 UNDERLAYMEW. UNDERLAYMENT FOR ASPHALT SHINGLES, S. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, CLAY AND CONCRETE TILE,METAL ROOF SHINGLES, MINERAL-SURFACED ROOFS,AND WALLS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES, ENERGY CONSERVATION CODE. UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. WOOD SHAKES,METAL ROOF PANELS AND PHOTOVOLTAIC SHINGLES 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS. SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS 7. ALL BEAMS,GIRDERS,ETC.TO HAVE MIN.OF 5Y2" E3EARING b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING,. CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6 OF AN EXTERIOR ASTM 0226,DIgTO,V45641 AND D615-1 SHALL BEAR A LABEL 8. MIN. HEADER TO BE(2)2"xIO"UNLESS OTHERWISE NOTED. SURFACE. INDICATING COMPLIANCE TO THE STANDARD DESIGNATION AND, IF APPLICABLE,TYPE CLASSIFICATION INDICATED IN TABLE Rg05.1.1(1). ,; 8811.78.1 HEISHT. HANDRAIL HEIGHT MEASURED VERTICALLY FROM THE �` a. ALL WOOD SILLS AND W001� IN CONTACT WITH MASONRY/CONCRETE TO BE P.T. -I. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH TABLE o ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SLOPED PLANE ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF R105.1.1(2). UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH :� s '' F 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON SUCH UNITS. RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT . Z..,a: � •�`' PAGE 03. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND ROOF AND MORE THAN 38 INCHES (q65 MM). TABLE 8905.1.1(3). ..,., ,;, • :.' IS OF GDX GRADE UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR SCRATCHES AND IMPERFECTIONS. 6 A55 \ \\ �\ \ 8. ALL GLASS 15 TO BE FREE OF SG L � "` ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 3 SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 Q�� I. AS AN ALTERNATIVE, SELF-ADHERING POLYMER-MODIFIED BITUMENs'i YEARS. I. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE �'' II. PROVIDE METAL DRIP FLASHIN&OVER ALL EXTERIOR WINDOWS d DOORS. AL UNDERLAYMENT COMPLYING WITH ASTM Dig 10 INSTALLED IN \ ALLOWED OVER THE LOWEST TREAD.. ACCORDANCE WITH BOTH THE UNDERLAYMENT MANUFACTURER'S AND �>' „ 1. ALL WINDOWS TO BE ANDERSON 400 SERIES. IF CONTRACTOR 15 TO a' 12. SUES FLOORING,GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. ROOF COVERING MANUFACTURERS INSTRUCTIONS FOR THE DECK „ , ` .: • SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT I5 THE 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE ,. lh NAILING AS PER FASTENING SCHEDULE ON PAGE I;3 AND GLUED. MATERIAL,ROOF VENTILATION CONFIGURATION AND CLIMATE s,,,. RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER ;..\ \ \ .." a EXPOSURE FOR THE ROOF COVERING TO BE INSTALLED, SHALL BE �� 13. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEW HOUSE WRAP OR APPROVED CHARACTERISTICS OF THE WINDOW MATCH THE GHARAGTERI5TI65 OF THE TREADS,THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE PERMITTED. EQUAL. ANDERSON 400 SERIES WINDOW SPECIFIED. THE CHARACTERISTICS ARE START OF A FLIGHT,THE HANDRAIL HEIGHT AT THE FITTINGS OR 2. A5 AN ALTERNATIVE, A MINIMUM 4-INCH-WIDE (102 MM) STRIP OF AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE,ROUGH OPENING, BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (156 MM). SELF-ADHERING POLYMER-MODIFIED BITUMEN MEMBRANElk \ 14. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS REQUIREMENTS. COMPLYING WITH ASTM 0I1?0, INSTALLED IN ACCORDANCE WITH THE A.,\ vi, \ EDGE SEAMS OF EXTERIOR SHEATHING. F011.1.6.2 HANDRAIL PRDJFGTION HANDRAILS SHALL NOT PROJECT MORE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE DECK 10 WIND DESIGN PRESSURE AS FOLLOWS: 15. PROVIDE CROSS BRACING,AT JOISTS,STUDS,AND RAFTERS WHEN SPANS EXCEEDTHAN 4 INCHES ON EITHER SIDE OF THE STAIRWAY. MATERIAL,SHALL BE APPLIED OVER ALL JOINTS IN THE ROOF F: EXTRACTED FROM TABLE 301.2(2)RESIDENTIAL CODE OF NEW YORK STATE, V-O" AND AT EVERY 8'-0". DECKING.AN APPROVED UNDERLAYMENT FOR THE APPLICABLE `� COMPONENT AND CLADDING LOADS :' •. ::� .., "::' <s 1'''. r ' EXGEPTIONSe WHERE N05INC75 OF LANDINGS, FLOORS OR PASSING FLIGHTS ROOF COVERING FOR MAXIMUM ULTIMATE DESIGN WIND SPEEDS, ._ TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT PASSING VULT, LESS THAN 140 MILES PER HOUR SHALL BE APPLIED OVER THE \ • WINDOWS ARE DESIGNED TO ZONE 5(NORST CASE SCENARIO), °' \< HANDRAILS, HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCHES ' WIND EXPOSURE B,BASIC WIND SPEED(5-SECOND GUST)OF 140 m h U.O.N. ENTIRE ROOF OVER THE 4-INCH-WIDE (102 MM) MEMBRANE STRIPS. ". \c' I-1. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. P = _. • FOR 20 5.F.OR LESS OF EFFECTIVE WIND AREA,DESIGN PRESSURE _ -27.2 peP (165 MM) INTO THE STAIRWAY, PROVIDED THAT THE STAIR WIDTH AND 3. AS AN ALTERNATIVE,TWO LAYERS OF UNDESLAYMENT COMPLYING .:. 18. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON DI THROUGH D3. ALL • FOR 20 S.F.To so S.F.of EFFECTIVE WIND AREA,DESIGN PRESSURE _ -24.6 pet HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT WITH ASTM 0226 TYPE II OR ASTM 04861 TYPE III OR TYPE IV ` ` • FOR 50 S.F.TO 100 S.F.OF EFFECTIVE WIND AREA,DESIGN PRESSURE ■ -22.6 psP REQUIRED. SHALL BE PERMITTED TO BE INSTALLED AS FOLLOWS IN 3.1 .4: JOIST HANGERS TO BE SIMF'SON OR APPROVED EQUAL. ALL EXPOSED HARDWARE • WINDOWS SPECIFIED ON PLANS ARE "ANDERSEN"400 SERIES. TO BE 'ZMAX' COATED. • DOUBLE HUNG WINDOWS TO BE NARROLINE w/STOOL AND HIGH SILL STOP THAT PROVIDE A DE516N PRESSURE OF 50 psP ?SI!:?A 9 HANDRAIL CJ CARAWE. HANDRAILS ADJACENT TO A WALL SHALL 3.1. APPLY A Ig-INCH-WIDE (483 MM) STRIP OF UNDERLAYMENT Iq. AT "WET WALL"PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. CASEMENT WINDOWS PROVIDE A DESIGN PRESSURE OF 40 pef HAVE A SPACE OF NOT LE55 THAN 11 INCHES (38 MM) BETWEEN THE PARALLEL WITH THE EAVE. STARTING AT THE EAVE, APPLY GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF HAJ..L.ABOVE. SUB AWNING WINDOWS PROVIDE A DESIGN PRESSURE OF 35 pef WALL AND THE HANDRAILS. 36-INCH-WIDE (914 MM) STRIPS OF UNDERLAYMENT FELT, PROJECT INFORMATION: FLOOR SHALL NEVER EXCEED A 16' SPAN. FOR TRANSOM WINDOWS VERIFY DESIGN PRESSURE OF 21.2 pef(MIN) OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM). END LAPS 20.AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING A5 PER FOR SLIDING 6LA55 PATIO DOORS AND HINGED PATIO DOORS VERIFY DESIGN 8 8 311.7 .4 60"NUITY. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL SHALL BE 4 INCHES (102 MM) AND SHALL BE OFFSET BY 6 FEET CONTACT INFO: PAGE DI THROUGH D3. PRESSURE OF 24.6 peP(MIN) LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER (1821 MM). 26420 MAIN ROAD II. ALL BUILDINGS WITHIN ONE MILE OF THE OCEAN,BAYS,AND SOUND ARE INA OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE CUTCH06UE, N.Y. 11135 21. "P.T." SPECIFIES PRESSURE'PRESERVATIVELY TREATED LUMBER IN ACCORDANCE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN 3.27HE UNDERLAYMENT SHALL BE ATTACHED WITH w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD TREAT LUMBER w/ MUST BE R O DEBRIS REGION AND GLAZED OPENINGS ON THE STRUCTURES NEWEL POSTS OR SAFETY TERMINALS. COPPER NAPTHENATE WHICH SHALL CONTAIN 255 COPPER METAL BY REPEATED MUST BE PROTECTED WITH GLASS MEETING THE LARGE MISSILE TEST CORROSION-RESISTANT FASTENERS IN A GRID PATTERN OF 12 COPPE &,DIPPING,OR SOA:KIN6 UNTIL THE WOOD ABSORBS NO MORE.ALSO,FOR CERTIFICATION OR WITH STRUCTURAL SHUTTERS WITH ATTACHED HARDWARE AS INCHES (305 MM) BETWEEN SIDE LAPS WITH A b-INCH (152 MM) BRUSHIHARDWARE USED WITH P.T.(LUMBER,CONTRACTOR 15 TO INSTALL HARDWARE THAT REQUIRED BY GORE. L SPACING AT SIDE AND END LAPS. 15 SPECIFIED BY P.T.LUMBER MANUFACTURER SUCH AS: HANGERS,NAILS,SCREWS, I. HANDRAIL CONTINUITY SHALL G PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS, AT A LANDING, OR FLASHING,ANCHOR BOLTS,ETC.FOR LOCATIONS SUCH AS: L.ED6ER BD.,SILL SYPSUM WALL BOARD OVER THE LOWEST TREAD.. 3.3. UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLATE,DECK CONSTRUCTIONETG.ANY REFERENCES TO GGA ARE TO REPLACED I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT PLASTIC GAP NAILS WITH A NOMINAL GAP DIAMETER OF NOT LESS WITH P.T.OR MOO COMPOUND METHOD, MIN. 3 COATS 2. A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED TO THAN I INCH (25 MM). METAL GAPS SHALL HAVE A THICKNESS OF TERMINATE OVER THE LOWEST TREAD. NOT LESS THAN 32-6AGE SHEET METAL. POWER-DRIVEN METAL 22.LVL(LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS GAPS SHALL HAVE A THICKNESS OF NOT LESS THAN 0.010 INCH ZONE • ILEVEL TRJS . W JOIST IAE MICROLLAM OTHERWISE NOTED. RESISTANT (W.RJ AT BATHROOMS AND WHERE R3111hS SMP-SIZE, REQUIRED HANDRAILS SHALL BE OF ONE OF THE R-40 ZONE • 6EOR61A PACIFIC 2.OE 6 DEEMED APPLICABLE. GAP-P LAM FOLLOWING APS STYPES OR PROVIDE EQUIVALENT GRASP ABILITY. CMH MINIMUM THIGKNE55 OF THE OUTSIDE EDGE OF PLASTIC HALL BE 0.035 INCH (0.89 MM). 24.USE DESIGNATED LUMBER CR APPROVED EQUAL(BY PROFESSIONAL OF RECORD) TYPE (a HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN 3.4. THE GAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH ALL TO BE INSTALLED AS PER MANU.SPEG.'s 3. 5/8",ONE HOUR RATED,TYPE 'X' GOUTSIDE DIAMETER OF NOT LESS THAN I I/4 INCHES (32 MM) AND NOT YPSUM BOARD ON CEILING AND WALLS (2.11 MM) FOR RING SHANK GAP NAILS AND O.Og1 INCH (2.31 MM) ()NHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FOR SMOOTH SHANK GAP NAILS. GAP NAIL SHANK SHALL HAVE A 25.FOR NEW WALLS,THE CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE FEET IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING REV DESCRIPTION BY DATE DETAILS,NOTES,AND TABLES ON PAGES DI E D2. THE FASTENING SCHEDULE PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD SHALL HAVE A PERIMETER OF NOT LE55 THAN 4 INCHES (102 MM) AND OR NOT LESS THAN 3/4 INCH (Iq MM) INTO THE ROOF 5HEATHING. 1 CONCEPT DRAWINGS JFG 4.1.21 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING SPECIFICATIONS FRAME, INSTALL CONCRETE PANELS OF 5/8" THIGKNE55 MINIMUM. NOT GREATER THAN 6 1/4 INCHES (160 MM) AND A GROSS SECTION OF ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCHEDULE).HOLDOWN5 NOT MORE THAN 2 1/4 INCHES (5-1 MM). EDGES SHALL HAVE A RADIUS OF Rg05.1.2 ICE BARB M IN AREAS WHERE THERE HAS BEEN A HISTORY 2 CONSTRUCTION DRAWINGS PCB 5.21.21 (INSTALL AS PER APPLICABLE DETAILS b MANU.SPEC.'s).HOLDOWN LOCATIONS NOT LESS THAN 0.01 INCH (0.25 MM) OFICE FORMING ALONG THE EAVES CAUSING A BACKUP OF WATER AS 3 REVISED CONSTRUCTION DRAWINGS PCB 6.04.21 ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE CW TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 �1, HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4 INCHES (160 DESIGNATED IN TABLE 8301AN IGS BARRIER SHALL - INSTALLED 26.COLUMN BEARING AS FOLLOW5: WOOD POSTING TO BE BLOCKED SOLID TO HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES FOR ASPHALT SHINGLES, METTALAL ROOF SHINGLES, MINERAL-SURFACED FOUND.WALL W/END GRAIN,TREATED WOOD d FLASHING. FOR ANY POSTING® OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN 3/4 INCH (11 ROLL ROOFING,_LATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGINS(® MIN. Ib" WIDE 3 COURSES 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AND WOOD SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER OF SOLID BRICK MASONRY CENTERED® POSTING,VON).(BUT1111 WHEN COLUMN OR AROUND ALL OPENINGS. MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER, OR A POSTING 15 PART OF THE LOAD PATH FOR USE IN A SHEARWALL,ALL ANCHORS PROFILE AND HAVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN MAKING AN ATTACHMENT ARE TO BE w/STANDARD SHEARWALL HARDWARE(w/ 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE. "1/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST NOTED VALUES) d ANCHOR BOLTS,U.O.N.WITH TOP GAPS® STEEL COLUMNS TO BE REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) ED6ES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES MIN.Y4" BENT PLATE 8" LONG w/6" RISE E W/(2) %"DIA BOLTS THROUGH CENTER TO A LEVEL THAT 15 NOT LESS THAN 1 3/4 INCHES (45 MM) BELOW THE (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS - - LINE OF VERTICAL LE65 SETT 6' DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON FLUMBINS TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE WITH SLOPE EQUAL TO OR GREATER THAN EIGHT UNITS VERTICAL IN 12 PAGES DI THROUGH 02 I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT THE RECESS SHALL BE NOT LESS THAN I I/4 INCHES (32 MM) AND NOT UNITS HORIZONTAL (61-PERCENT SLOPE), THE ICE BARRIER SHALL ALSO , (DWV) SYSTEMS TO NASSAU/SUFFOLK COUNTY DEPT. OF HEALTH MORE THAN 2 3/4 INCHES ('70 MM). EDGES SHALL HAVE A RADIUS OF BE APPLIED NOT LF-55 THAN 36 INCHES (114 MM) MEASURED ALONG THE 2-1.ALL STRUCTURAL WOOD SHALL BE KEPT 2' BACK FROM CHIMNEYS. SERVICES, LOCAL BLDG. DEPT., AND NEW YORK STATE PLUMBING GORES. NOT LESS THAN 0.01 INCH (0.25 MM). ROOF SLOPE FROM THE SAVE EDGE OF THE BUILDING. 28.WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH - - STRUCTURAL FRAME,REINFORCE FRAME AROUND OR ADJACENT TO INTERFERENCE EXCEPTIONi DETACHED ACCESSORY STRUCTURES NOT CONTAINING AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF WALLS,CEILINGS,FLOORS, • SITE SANITARY SYSTEMS ARE TO COMPLY W/N.C.D.H.5J5.0.D.H.5. CONDITIONED FLOOR AREA. ROOFS,ETC. REQUIREMENTS. 8812.21 MIND A$Itis. IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES Rg05.2 ASPHALT SHINGLES. THE INSTALLATION OF ASPHALT SHINGLES 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION. FOUNDATION COW-MEM.AND MASONRY (1828 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL I. GONTRAGTOR5 TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION R405.2.1 SHEATHING R6QUIRM4WM. ASPHALT SHINGLES SHALL BE AS IT APPLIES TO THE NEN WORK BEING PERFORMED AND SHALL DIRECTION AND AT BASE OF VERTICAL WA5TE PIPES. COMPLY WITH ONE OF THE FOLLOWING: FASTENED TO SOLIDLY SHEATHED DECKS. COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN 4. GENERAL TRAP AND WASTE 51ZE5 AS FOLLOWS,UNLESS OTHERWISE I. OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER RgO5.2 2 SLOPE. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF INTO ACCOUNT. NOTED: (102 MM) SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (11-PERCENT • DISH WASHER.........................................I V2" THEIR LARGEST OPENED POSITION. SLOPE) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED OIL 0 KITCHEN SINK........................................I Y," 2. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL 12 UNITS HORIZONTAL (1"1-PERCENT SLOPE) UP TO FOUR UNITS VERTICAL LAVATORY............................................. .14" PREVENTION DEVICES THAT COMPLY WITH ASTM F2010.. 3. IL TO HAVE MIN. BEARING CAPACITY OF 0) TON/5Q. FT. W SHO2 TUB.......................................... 3. OPERABLE WINDOWS ARE PROVIDED WITH WINDW OOPENING IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE), DOUBLE UNDERLAYMENT OP. � APPLICATION I5 REQUIRED IN ACCORDANCE WITH SECTION 8105.1.1. �\ • TOILET........................................................3" CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2. 4. FOOTINGS TO REST A MIN. OF V-O" BELOW GRADE,UNLESS " ' '`�. b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO WINDOW OPENING Rg05Z9 UNDEIQLAYNENT. UNDERLAYMENT SHALL COMPLY WITH W �; OTHERWISE NOTED SECTION Rg05.l.1. A CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. THE WINDOW 4" THROUGH ROOF. ' ;;, .....:: ��:.::• : OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE 5. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 3 CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL RgO5.2.4 ASPHALT SHINGLES. ASPHALT SHINGLES SHALL COMPLY WITH b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO ASTM 03462. SOLID WITH CONCRETE. BACKFLOW PROTECTION. LESS THAN THE AREA REQUIRED BY SECTION 8310.2.1. " \ RgO5.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES -1. ANCHOR BOLTS SHALL 13E IN ACCORDANCE WITH DETAIL 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE SHALL BE TESTED IN ACCORDANCE WITH ASTM D-1158. ASPHALT SHINGLES SHALL MEET THE CLASSIFICATION REQUIREMENTS OF TABLE PROVIDED WITH BACK FLOW PROTECTION. R105.2.4.1 FOR THE APPROPRIATE ULTIMATE DESIGN WIND SPEED. 8. ALL CONCRETE TO HAVI° AN ULTIMATE COMPRESSIVE STRENGTH AT 28 ASPHALT SHINGLE PACKAGING SHALL BEAR A LABEL TO INDICATE DAYS OF 3,000 P.S.L;(3,500 P.S.I. FOR GARAGE SLABS) 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH COMPLIANCE WITH ASTM 0-1158 AND THE REQUIRED CLASSIFICATION IN < < LOCAL HEALTH DEPARTMENT STANDARDS AND REGULATIONS. TABLE R905.2.4.1. : . '•:. 1. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES OF 40 IPE& F AND FALLING, UNLESS APPROVED BY 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION EXC43*10% ASPHALT SHINGLES NOT INCLUDED IN THE SCOPE OF ASTM ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN PRIOR TO CONGEALMENT OF PLUMBING. 0-1158 SHALL BE TESTED AND LABELED IN ACCORDANCE WITH ASTM SURFACES. II. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING D3161. ASPHALT SHINGLE PACKAGING SHALL BEAR A LABEL TO INDICATE COMPLIANCE WITH ASTM 03161 AND THE REQUIRED G AM 10. NO ADDITIVES SHALL BEPLACED IN CONCRETE UNLE55 SPECIFIED BY CODE. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE CLASSIFICATION IN TABLE 8105.2.4.1. ARCHITECT/ENGINEER. PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. E A11SOCIATES 11. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE 12. ALL HOT WATER PIPES AND DUCT WORK TO BE INSULATED AS PER NEW GALVANIZED FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL IN VERIFIED AS IN SOLID iI SOUND CONDITION WITH AN EXIST. FOOTING OF YORK STATE ENERGY CODE. GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12-GA6E [0.105 INCH (3 MM)] SHANK WITH A MINIMUM WALL IS C1MU,CONTRACTOR TO CBO TACT ELON A4DE. IF EXISTING RCHITECT PRIOR TO THE TION LENGTH To PEETERNETRATE (CITE MM) HEAD, COMPLYING WITH ASTM F166AND OFA PLANNING & DESIGN - START LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND NOT START OF ANY WORK. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL LESS THAN 3/4 INCH (IcH MM) INTO THE ROOF SHEATHING. WHERE THE 1881 UNION BLVD BAY SHORE NY 11 CONFORM TO THE RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE ROOF SHEATHING IS LESS THAN 3/4 INCH (Iq.l MM) THICK, THE 06 OF NEW YORK STATE. FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. OFFICE: (631) 665-9619 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON R405.2.6 ATTACCC441ENT. ASPHALT SHINGLES SHALL HAVE THE MINIMUM Glenn@grahamassociatesny.com COMPLETION OF WORK. NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS, BUT NOT LESS THAN FOUR FASTENERS PER 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/PART VIII, STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE 'ENVIRONMENTALENGINEERING 'PETROLEUM SPECIALISTS CHAPTERS 33-42 AND LOCAL BUILDING DEPARTMENT. THE ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL 'Z O N I N G V A R I A N C E 'WETLANDS PERMITS,DEC,DEP (21:12, 175-PERCENT SLOPE),SHINGLES SHALL BE INSTALLED IN 'ALL PHASES OF EXPEDITING ACCORDANCE WITH THE MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS. FOR BJSGTRIGAL PLJNBINS,MJEL 6AS.AND tt5VI MICAL SYSTMASs 1. AND SYSTEMS OF THEDE CON IR R TRADE ARE ABLE TO SUSTAIN TTORS ARE TO VERIFY THAT THEXHE EXISTING ANDPOSED PROPOSED GLENN W• GR.A. IAM, PRES. LOADING APPLIED TO THAT SYSTEM. JOSE F . G A Lam. C I A . R . A . ROOFING NOTES GEORGE HOHENSTE:IN, P.M. 1 OTFING SHALL BE RWI5E NOTED. ALSO,O,APPLIED CONTRACTOR TO APPLY LT, UNLESS HEMC I: A EL K• D N N, R.A. GAF-WEATHER-WATCH ICE AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING GONDIT O S. PROJECT LOCATION: 2. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. RES I DENGr- AT: 3. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH 26420 M,41 N ROAD MANUFACTURER'S SPECIFICATIONS. GUTGHOGUE, N.Y. 1135 4. NAILING OF ROOFING SHALL BE TO CODE. PROJECT DESCRIPTION: let $ 2nd FLOOR ADDITIONS PAGE DESCRIPTION: GENERAL NOTES JOB#: TAX MAP: 210606 1000 - 10(i - 4 - 6 DATE: SCALE: IN SET: 4/4/21 AS NOTED Pj OF II DRAWN BY: SHEET: JFG CHK'D BY: GFH D1 E 1 REBLOGK 1 NG FOR PLATFORM WOOD FRAMING .. (FOR ENGINEERED LUMBER LIB. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) GIRDER BOLTING DETAIL / ��oA�� \� 1. � PLATFORM-TOPPING.FRAME GONSTRUGTION: THE SOLE SERVES K' A5REalr,�� •,•� 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST SERVES AS FIRE5LOPPING. FASTENINS RECOMMENDATIONS FOR SIDE-LOADED, MULTIPLE-PIECE MEMBERS N �r 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE •� • NAILED' BOLTED' PLATE SERVE AS FIRE5TOPPING. 11EADER AS INDICATED 2 ROWS Ibd 3 ROWS Ibd 2 ROW515' 2 ROW514' 2 ROWS " \\ op j 4. FOR PLATFORM FRAME GON5TRUGTION: THE DOUBLE .0 COMMON COMMON BOLTS a 2a• BOLTS BOLTS J015T SERVES AS FIRE5TOPPIN6. • o 12"O.G.' ® 12.O.G. oG.STAGGERED o 12.O.G.° o b"O.G. _ 5. FIRESTOPPINS SHALL BE 2 INCHES OF WOOD BLOCKING \_CG LMN/POST A5 INDICATED .� OR OF NONCOM-BU5TIBLE FILL. 5 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE BEAM SELECTION w/ STD. NAILING AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN * NEW flEADER 2 PLGS AS NOTED IN NOTES -It INSTALL ON " J015TS SERVE AS FIRESTOPPIN6. EVERY �,... — . .. P O r O r P I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 \� �•�� ..` .,�:` � � �,�`�.•.. IM N NCS I� (/44 .: 7. FOR PLATIOFTTI FRAME CONSTRUCTION: THE SOLE AND2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" ?.: .. 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL . SERVE A5 FIRESTOPPIN6. SCALE: NOT TO SCALE THIGICNE55 OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. c B.STAGGER EACH ROW OF FASTENERS BY 12". \\ � ,�%` 5. THE HEADER SERVES AS FIRE-STOPPING. \ 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. `'" •�: �'�' � '�` •�a' a .,. . TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL � uR-P-P FoE MEMBERS ONLY BE USED WHEN LOADS ARE APPLIED TO .. .s` < a; `_ BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO STRINGER TO SERVE AS FIRESTOPPINS. 6.v 1 " :: '°;,,:fin;' \ `\ ALOES FOR NA LING CONNECTIONS MAY BE DOUBLED FOR b O.G.OR TRIPLED �� FOR 4"O.G.NAIL SPAGIN6. c.. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR » r3 \ 5TD. NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITHw ' APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ?.2 ROWS OF Ibd COMMON NAILS(12"O.GJ FOR DEPTHS 12"OR LESS a HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH " � t: 2 5 OPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 8.S ROWS OF Ibd COMMON NAILS(12"O.CJ FOR DEPTHS OF 14",16" t IH" \ FIRE T L THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPINS SHALL BE " °, ,s:,,: ' LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED TWO Rows 12 OZ. THREE ROWS 12 o.c. 4"x4" . w POST OPT ° < AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL / ' �.. °. SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON DECORATIVE WRAP) ° ° FASTEN AS PER MANU. SPECS ` PLATFORM FRAME CONSTRUCTION NONCOMBU5TIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE - ° ° ° ° "\ -LOCATIONS REGUIRUNS FIRESTOPPING- AS FIRE5TOPPIN6. ° o Imo__ ADa157A�LE SASE TWO ROWS 24"O.G.STA66ERED TWO ROWS 6"O.G. °° PROJECT INFORMATION: STOPPING (RE- STOPPING IRESTOPPIN6 O O O O O O O O O O CONTACT INFO: ;: o WOOD FIRESTOPPIN6 ° � '` 26420 MAIN ROAD o ----- -- GUTGHOGUE, N.Y. 11935 ° o ° LOCATION I LOCATION 3 I/2" ANCHOR $a-T, EM6EDED S" MIN. ZONE S R-40 ZONE IFtE_ NOsiFIRESTOPPIN LOCATION Oi 6IMP60N 6rRON /—TIE [12-A 5TOPPIN6 SToPIb �EoN& LOCATION 5 C�I�/(P60 I A jA/� /�, NOT TO SCALE WOOD FIRESTOPPIN6 I Y I I 1 `I +� 'I'"I LOCATION 5 NOT TO SCALE SIMPSON STRONG-TIE H2A REV DESCRIPTION BY DATE GONNEGTOR NAILED INcur LEN6TI1 1 CONCEPT DRAWINGS JFG 4.1.21 ACCORDANCE w/ MFRS 2 CONSTRUCTION DRAWINGS PCB 5.21.21 SOLE INSTRUCTIONS IZ"6E/0 P f OO MIN 3 REVISED CONSTRUCTION DRAWINGS PCB 6.04.21 EM O 6 C/ I V V L {� NONCOMBUSTIBLE FIREST PPIN GUT R.R. TO ALLOW EOR LOCATION 2 LOCATION 4 APPROX. I INCH THICK SHEATHING TO �)E NAILED O SOX CLEAR FIRESTOPPIN SPAN SOLE 2" SPACE NOT TO BE FILLED FIRESTOPPING 8D COMMON NAILS JoISTs, TYP. @ EACH END OF STRAP VERTICALOF FLOOR JOIST LOCATION -T PROVIDE MIN r MIN FIRE5TOPPINS WHEN GOVERIN6 15 APPLIED END DIST. TO UNDERSIDE OF 4)LOGKINO A'-d' O.G. MAX JOISTS '"• 5P COMMON NAILS FASTEN As PER M". SPEcs @ EACH END OF STRAP ALTERNATE LOCATION OF GIRDEI I Y IP6ON SrRONC�-r I Gs I \ ' GIRDER LOCATION 10 LOCATION 62 x�} STUD @ I6" O.G. W/ NOT TO SCALE . END WALL SIMPSON STRONG-TIE f=1 ST f=LOOR LOCATED AT EAGti NEW STIR TYPICAL AL �A 0620 STRAP IOGKIN� @ EACH STUD SIMPSON HTT5 0 MIN. I5EARING ON \� o ° 51MP50N SIIEARWALL TIEDOwN STUD SURFACE IV' HOLD DOWN \\ TO rE INSTALLED AT ALL ;; NOTE: PROVIDE "STORY TO STORY" HOLDDO'WNS @ EA. CORNER, ..,.. .. o ° CORNERS OF BUILDING OR I! -- SIMP60N STRONG-TIE @ JAGKSTAND ASSEMI3LYS @ EA. END OF HEADER SPAN GREATER 4.1 GS20 STRAP r ° ° Wh1ERE INDICATED ON PLAN THAN G'-O" WIDE. SOLID �LOGK ALL POINTS WHERE STRUCTURE ,; ... 0 ° FASTNERS AS PER 1n/IN� FI 00 @ EACH STUD f5EARS DOWN r0 EXISTING. *ALL POSTS SHALL f5EAR DOWN \ 0 o MFR Y Y L INSTALL f5ETWEEN SILL DATION. TYPICAL 5/5"o AN6HOR BOLT "AOINC) ENPIALL AND TOP OF FON. WALL GUT MIN. SEARING ON LENGTH STUD SURFACE 12" f p SILLPLATE, TYP. -- 0 NOT TO SCALE 12° MIN GRADE 2 IG-D @ 10" O.G. Ev��_ffa,IN19ATION TYPICALPROVIDE TERMITE SHIELD WALL, TYP. PLAN VIEW OVER SILL SEALER AND G AM MAINTAIN 5" MIN. FROM . AQSOCIATES t-fioLdoV�N DErA I L (�51W30N SrONC�-r I H75) WD. TO FIN. GRADE 6RAWL SPADE NOT TO SCALE 5/8"o X I(," STEEL ANCHOR BOLTS s I MPSON 6TRONO-TIE 0520 PLANNING & DESIGN EXTEND BOLTS MIN. 7" INTO NOT TO SCALE 1981 UNION BLVD BAY SHORE, NY 117o6 FPN. WITH TIGHTENED NUT OFFICE: (631) 665-9619 CONTINUOUS BUILT-UP G 1 RDERS, THREE OR MORE SUPPORTS & WASHER TO EACH f5OLT. i 3/�" SIMPSON 6P WASttER 3"x3" Glenn@grahamassociatesny.com IF SIMPSON STRON0TIE BETWEEN I/b MA1515 ANCHOR IS NOT USED 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING a 1/4 OF A 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS ASSEMBLY REQUIREMENTS: 'Z O N I N G V A R I A N C E `WETLANDS PERMITS,DEC,DEP WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER 'ALL PHASES OFEXPEDMNG MAX. \ • SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE - •-••.,.,,, SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE TYPIOAL WIND UPLIFT OONNEOTION�5 X I6" STEEL ANU10R 6GLT5 t T , PRES. • SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN MAXMAx 3'-d' Oc. GLENN ~z TWO-PIECE INTERMEDIATE DINOT TO SCALE EXTEND 156LTS MIN. 7" INTO FAITHrT � U JOSE E ` . G A R. C t A , R . A .NOR MORE ANONE THIRD THE TOTAL NUMBER, ARE wSoEAOT. BUILT UP 61RDER MAX, 32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. GEORGE I-IOHENST IN, P.M. I�':I�I.C 1 A..E L K. . U N N , .A. . NAILING: �I�,.. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE BETWEEN I/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, a I/4 of A OTHERS 5TAGSERED WITH A DISTANCE OF 16 INCHES HEADER DESIGN - PROJECT LOCATION: BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE f5ASED UPON 140 MPH WIND LOAD. TO BE NAILED FROM EACH 5IDE w/ IOd NAILS, TWO NEAR nEADER SPAN UP TO A MAX OF 6'-d' s" R 51 D NG ,4T: EACH END OF EACH JOIST, OTHERS STAGGERED w/ A PROVIDE I JACK AND 2 KING STUDS EA END DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. 26420 MAIN ROAD HEADER SPAN UP TO A MAX OF 8'-d' TYPICAL AN611OR �OLr GUTGHOGUE N.Y. II�f35 BUILT UP GIRDER M". 32° THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS PROVIDE 2 JACK AND 3 KING STUDS EA END , ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING NOT TO SCALE r Sh sw STp4ao-Te PROJECT DESCRIPTION: � INTERMIDIATE JOINTS, AND wm"� / THE OTHERS STAGGERED w/ w is Nor LOWlet $ 2nd FLOOR ADDITIONS BETWEEN I/b A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A ALL STRAPPING, NAILS, FASTENERS TO [�E ' a 1/4 of A HORIZONTAL LINE. APPPOVEP R� AG WITH RESSURE. PAGE DESCRIPTION:DETAILS TREATEDL� FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND JOB#: TAX MAP: NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE 210606 1000 - 10(i - 4 - 6 GIRDER. TH16 PROJECT MUST COMPLY WITH THE 2020 N.Y.S. RESIDENTIAL GORE AND DATE: SCALE: IN SET: NYS f5UILDING STANDARDS4/4/21 AS NOTED OF II FOUR-PIECE BUILT UP GIRDER ANCHORING: MECHANICAL SYSTEM COMPLIES w/ (HAPTEER6 12 THRU 24. PLUMf5ING SYSTEM GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, MUST COMPLY w/ CHAPTERS 25 THRU 32. ELECTRICAL SYSTEM MUST COMPLY w/ DRAWN BY: SHEET: NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. w/ CHAPTERS '33 THRU 4Z. JFG CHK'D BY: GFH TAftE R60.2(1) ............. FASTENING 66flEPILLE ED A/? E=IREMEWS FOR WOOD STRUCTURAL PANEL WALL SHEATHING Lr--)EP 1-0 RESIST NUMBER AND I Y WIND PRESSURESK ITEM DESCRIPTION OF SUILDINS EI.EheM OF FASTENER-- 6PAC4Nr:v *V LOCATION LLTFAATE DESIGN coAA1 Roor FRAMING MINI NAIL MINRN WOOP mNmm PARL NAL SPACINGWINIP Vu I t A-W NOMINAL MAM" WALL15OX X 0.1115 6Tp4jc_Tu;uL OR PANEL SW SPACING ft-06KINO MT`WEEN CEILING PANEL SPAN (p JOIST' OR RAFTER6 TO TOP :5-5P COMMON (q' X 0.1�,I'); OR TOE NAIL FENETRATION RATING Tbv4qess (mvs) EPIEI15S MW MW DFOSM CATEWR� '4 PLATE �-Iap rox (3" x OR NUMBER AIND TYPE WA64NO 6F FWENIERS 64M (wars) (wiles) 1-5 -1-6 p 1, op :�-V' X 0.1-31" NAILS ITEM VEompnON OF BUILDING am4mm W COMMON - PAsTmm KrERNEPIATE UtM) 6tMORrS, (INCHES) 140 115 110 m6r:�5 ` ................. V) OR 4-W 15OX (q' X 0.11 or 1.5 :24/0 51e) 16 c 12 :2 CEILING J01575 TO TOP PLATE COMMON (q' X 0.13I'7 OR PER JOIST, TOE NAIL P4000 STPIZTURAL PANELS,6"LOOR ROOF AND INTERIOR WALL SHEATHINS TO FRAMING AND PARTICLEBOARD 5p cow 16 12 1'70 140 140 3-1012 15ox (-v, x 0.128"} OR (2.5'xoj-: 24/16 -7/16 1 3-3' X 0.131" NAILS WALL SHEATHING TO FRAMING M TABLE R6022")FM VOW STRUCTURAL PANEL EXTERIOR WALL SHEATHINS TO WALL.FRAMING]- 24 C, 1 12 140 115 1 110 CEILING J0167 NOT- ATTACHED TO PARALLEL 4-100 PDX (V' X 0-126) OR 0 ~ (2v113) NAIL (51.PUOR, WALL) FOR 51: 1 INCH = 25.4 MM, I MILE PER HOUR = 0.447 M/5. 50 W COMMON (4)(0.131') NAIL (ROOF}, ci. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TOSUPPORT5. THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE 5 RAFTER, LAPS OVER PARTITIONS SEE SECTION COMMON (�J' X 0.162!); OR I`A6,E NAIL o I \ g V, Act 4.71 �4 'T" OR RSRS--01 (2i x0-131) NAIL I(R� THAN 16 INCHES ON CENTER, SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. As TABLE 50152) --V' X 0.131" NAILS ,5&n 5� AND T A b. TABLE 15 BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION r 5P 60WON OR RSRS--ol; _4S R301.2. LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R60.2.10. 71k CEILING JOIST ATTACHED TO PARALLEL & 12, M-" c. WOOD STRUCTURAL PANELS WITH SPAN RATIN65 OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE To PANELS (4 x 131) NAIL (ROOF) V� "NIX w 4: -AME 5015.2] M& 169 COMMON (V'X0.I4F,') NAL; OR 5:2 4 RAFTER, (HEEL JOINT) [-,EE SECTION R5015-2, TAI�LE RF'1225 2 FACE NAIL NITH A 24/0 SPAN RATING. PLYNOOD SIDING, RATED 16 O.C. OR 24 O.C. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS AITH AND T A 24116 SPAN RA71N6,. WALL-16 AND PLYWOOD SIDING 16 O.C. SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16 INCHES ON p W DEFORMED NAIL CENTER Q 5 -IOP 15OX (V' X 0.12V) OR g 4 COLLAR TIE TO RAFTER, FACE NAIL OR 1 ' X -5-10P COMMON (-V' X 0.146); OR IffACE NAIL EACH RAFTER WOOD 6TF4JrTUZA_ PANELS, 66MWTION 6Ufft00R L1NPBR1_AYMWr TO FRAMING 20 GA. RIDGE STRAP TO RAFTER Nw.. 30L I'M A-V' X 0.131" NAILS 6P PEFORMEP (VX0.1W) NAIL; OR V ; 3-T AND LESS 12 NAILS (�T' X 0.135) OR eP COMMON (q)(0.1'51') NAIL �_Io PDX 2 TOE NAILS ON ON SIDE 5P COMMON (q'X0.I-5I') NAIL; OR gpw. IOD COMMON NAILS, (�' X 0.146� OR ANP I TOE MAIL ON 12 TAftE 5M.5-2. RAMR&EILIWE-7 JOIST HEEL JOINT 6, RAFTER OR ROOF TRUSS TO PLATE a N' A-169 15OX (V' X 0.12V); OR OPPOSITE SIDE OF EACH 59 DEFORMED (q'X0.IW) NAIL -V' X 0.1-31" NAILS _ER OR TRUSS -V'34 - .14V) NAIL; OR j RAFTER CONNECTLolp- A, A XO 169 COMMON ( :' 12 n AIL 5P DEFORMED (4XO-IW) N 4-1(p (q, x OR A F Si: 1 INCH 25.4 MM, I FOOT 304.8 MM, I MILE PER HOUR 0.44"7 M/5; I <51 (obq5 MPA. GROUND SNOW LOAD (F6F= 6', 3-101? COMMON (3" X 0.146); OR TOE NAIL X A-IOP f5OX (V' X OR a. NAILS ARE 5MOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT INHERE OTHERA15E STATED. NAILS USED FOR FRAMING AND W, W RAff-FER. ROOF RAFTER TO RIPOE, VALLEY OR HIP 4-3' X NAILS SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 50 K51 FOR SHANK DIAMETER OF RAFTER kl, O.Ict2 INCH (20V COMMON NAIL), cTO <51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.1-7-7 INCH, AND SPACING SE' ' a RAFTERS OR ROOF RAFMR TO MINIMLIVI V SLOPE ROOF SPAN (FT.) g\\ ,:�_Vop 15ox (q, x ar�q OR 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. (IN.) ZX n RIDGE PEAM b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM -T/I&-INCH ON DIAMETER GROWN WIDTH.ENP NAIL 2-16P COMMON (�,Y' X 0.162'x; OR NAILS SHALL BE SPACED AT NOT MORE THAN & INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER. 12. 2O ZPJ 36, 3I&v l5ox (V' x OR '?,(I 12F,1 1 ik y d. FOUR-FOOT BY 5-FOOT OR 4-FOOT BY 4-FOOT PANELS SHALL BE APPLIED VERTICALLY. :5-V' X 0.1-�51" NAILS c. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R&023(2). PEq'P # OF 10 COMMON NAIL6J, WA I f. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED To GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS PROJECT INFORMATION: WITHIN 45 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT & INCHES ON CENTER WHERE THE ULTIMATE DESIGN NAILS PEP, HER JOINT SPLICE P COMMON (q' X 0.162!� OR U" 0.(. fACE NAIL AlNr�l SPEED 15 LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED 15 150 CONTACT INFO: S" TO S" (NOT AT W,460 WALL PANELS) 169 15OX (13" X 0.128'); OR MPH OR GREATER BUT LF-55 THAN 140 MPH. 1?- 4 (o 15 10 4 (o 15 11 5 5 12 15 (o 11 15 'zo :26420 MAIN ROAD V' X 0.1-31" NAILS 16�' OG. FACE NAIL GYPSUM SHEATHING SHALL CONFORM TO ASTM r,15q(o AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 255. FIBERBOARD CUTCHOOUE, N.Y. IlcI35 SHEATHING SHALL CONFORM TO ASTM 0205. wp �>ox o , x O-r-55) OR 1V OL. FACE NAIL In. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND V 5 5 10 1 1�1 5 F, 11 14 11 15 20 5 14 2 0 '2(a STIR TO STUD AND AftJrTINe STLPS AT V' X 0.1-31" NAILS REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGE5 APPLIES TO INTERSECTING WALL CORNERS (AT PRW WAIL P#E5) 16P COMMON (q' X 0-162!) W' 0.6. FADE NAIL PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL 7 11 15 15 7 11 16 13 I(o 111�1 50 12 11 �,o 59 EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS 24 V P COMMON (q' X 0.1(6-2!) 16" OZ,. EACH EPeE IffA6,E NAIL CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 10 WILT---LP HEAPfR (V TO V HEAPER VI/ SPACER) I. WHERE A RAFTER 15 FASTENED To AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO -3 5 (o 0, 5 (o 5 4 15 11 12 15 v p ��m ( " x oj-�,q IV' O.G. EACH EPOE FACE NAIL TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS 4TZ 5-512 15OX (2-11'1" X 0.11'V); OR SCHEDULE. THE TOE NAIL ON THE OFF05ITF SIDE OF THE RAFTER SHALL NOT BE REQUIRED. 15 20 ZONE 5 HEADER TO 6TLP A-5P COMMON (�-I/VX 0.131'�, OR J. RSR5-OI 15 A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F166-7. W 4 6 5 101 4 (o 5 15 G 11 11 CONTINUOUS A-IOP PDX (V' X 0.12V) TOE NAIL TAS EV661.3.1 24 5 5 12- 1 15 5 V 5 1?- 16 7 12 1 17 Tz �51 I(o V,5 25 R-40 ZONE 16P COMMON (* X 0.1621 OR 16" 0.6. FADE NAIL 1:2 TOP PLATE TO TOP PLATE lop PDX (V' x OR 1V 0,/,. fA.CE NAIL SINGLE TOL-PLATE SPLICE ONNE-6110IN PETALS '3 4 5 6 4 5 7 5 7 5 4 1 7 5 12 '�)" X NAILS REV DESCRIPTION BY DATE 23-1(0 COMMON ('3j' X O.Vo2l OR FADE NAIL ON EACH SIDE OF EN? TOP-PLATE SPLICE LOCATION 16 5 7 -5 4 1 7 13 12� 1 9 1 1,- 1(, 1 CONCEPT DRAWINGS JFG 4.1.21 13 PaffiLE TOP PLATE SPLICES 12-10 f5m (3�' X OR JOIST (MINIMUM 24!' LAP SPLICE CasVTION 66RINIBIRS AND_lNTBR_1TtTW WALL'S ftJrT JOINTS IN STRAeff WALL-5 24 4 7 5 12� 4 7 10 1'5 (o 10 14 IF, 7 I'�) 15 1 2 CONSTRUCTION DRAWINGS PCB 5.21.21 12-IOP PDX (V' x 0.12v)-, OR LENOTH EACH SIDE OF ENP JOINT) SPUiZ IFLATE SIM MINMN NAI-62 SPLICE PLATE SIM MINIIIIAN NAL-67 REVISED CONSTRUCTION DRAWINGS PCB 6.04.21 12.-V' X 0.131" NAILS EACH SIDE OF JOINT EACH SIDE OF JOINT WTTOM PLATE TO JOIST, RIM JOIST, BAND IGD COMMON (3�' X OU 2!') W' O_/,. FACE NAIL STRUCTURES IN SPC, A-C; AND IN SPC, '3" X 6!' X O.Owo" ((,) .5p 15ox V, x IV x OV36!, I2 3(12) Fn PDX T[Z 4 4 4 5 `3 4 1 5 7 5 7 13 14 JOIST OR PL06KINa (NOT AT NWEP WALL 1(,P 15OX (?�' X 0.11�5); OR 1V 0.6. FACE NAIL PO, PI ANP P7- WITH WACU WALL EvAl-VANIZIEPSTEEL PLATE 4' X 0.11V) NAILS GALVANIZED STEEL PLATE x 0-11V') NAILS 4 5 (o 4 5 (9 5 7 '3 4 6 5 PANELS) V' X 0.131" NAILS LINE SPADING LESS THAN '25 FEET OR EQJVkENT OR EqJIVALENT I I I BOTTOM PLATE TO JOIST, RIM JOIST, BAND -�HW f5OX (3T' X 0.1-35); OR EACH 16!' 06. FADE NAIL STRUCTURES IN 6126, PO, PI AND PS, V' X 5" X OV31;�' (9) 5p t5ox V, x WO!, x (15) 59 f5ox 2,4 -5 5 7 -3 5 7 4 7 10 1-3 5 9 1'�, 17 2-IW COMMON (�T, X 0.1(2!)., OR I EACH 16!' D.G. FACE NAIL WITH 15RACEI? WALL LINE SPACING EvAl-VANIZEI? STfa PLATE STEM RATE 15 JOIST OR PL06KINO (AT 1512,ACEI? WALL (4' X NAILS GALVANIZED X O.IIV) NAILS PANELS) 4-:5" X 0.151" NAILS 4 EACH 16!' 0.0. FACE NAIL ffEATER THAN OR EQUAL TO 2 5 FEET OR EQUIVALENT OR EQUIVALENT 12 4 4 '3 �5 5 4 '3 4 5 5 4 5 7 A--SD f5OX (q' X 0.113) OR 170R 1% 1 INCH 2.5.4 MM, I FOOT- '!,04.5 MM. '�1_10 f5ox (3T' X 0.05); OR 4 4 5 '5 '5 4 5 '5 4 5 7 5 7 9 A-W COMMON (4' X 0-01'); OR TOE NAIL 24 3 4 (o 7 4 (a 7 (o 5 10 4 7 10 A---101? 15OX (V' X 0.128); OR I 16 TOP OR f5OTTOM PLATE TO 6" A-V' X 0.1�)I" NAILS TALE fz6m.,:�(17 12� '3 '5 '3 '3 4 �5 4 5 ,:5-16p l5ox (* x ar�5,) OR V�l I I I 2-IW COMMON (3J' X OUV} OR ENP NAIL ALTERNATE ATTACEblr TO TALE R62L30) I(o 4 4 4 4 5 4 5 7 3-100 15OX (V' X 0.12V�, OR X 0.1-31" NAILS 6FAMWa Or FA6TENERS 4 4 4 53 4 1 6 4 1 (o F, 6 51 10 3-Iop 150x (V' x 0.12v�, OR NOMINAL MATERIAL THICKNESS Pesmpna-e OF fwretR Am LENGTH TOP PLAT-ES, LAPS AT CORNERS AND 2--IW COMMON (q' X 0.162!); OR FACE NAIL EPIOM INT51MTE. qWOR116 FOR 51: 1 INCH :25.4 MM, I FOOT 504.a MM, I FOUND PEP, SQUARE FOOT 0.04-tcl KPA. INTERSECTIONS (WA-ES) (W-tm) X 0.1-N" NAILS a. 40D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOP, I&D COMMON NAILS. AND WA-L O-EATHM TO rFMM ANP PARTYAIWARP WALL 6HF-AniM TO FRAMING WOOD SnWTU;UL PA43-6 6LV%&1?, FMI- ,�_5p 154x x alln OR b. NAILING REOUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25 PERCENT IF NAILS ARE CLINCHED. STAPLE 15 0A. 1;�r 4 HEEL JOINT CONNECTIONS ARE NOT REQUIRED INHERE THE RIDGE 15 SUPPORTED BY A LOAD-5EARING, WALL,2.-,5p COMMON (4, x ov�, OR HEADER OR RIDGE BEAM. 15 1" 15F� TO EACH STIR AND PLATE FACE NAIL LF T-0 I/1 0,997 - 0,999 NAIL 2 2.-IOP 15OX (V' X 0.12V); OR d. INHERE INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A _3 STAPLE 16 GA. 1) 5 I STAPLES 1'?' LOAD-BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE 4 0-111:� NAIL 2- 5 REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. 3-812 P(/A (4, x 0.111y�, C11<1 EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING, JOIST LAP SPLICES. 19/X AND 5/5 STAPLE 15 AND I(o GA. 2 4 a f. APPLIES TO ROOF LIVE LOAD OF 20 P5F OR LESS. '2-51P COMMON (* X 0.131'7, OR FACE NAIL 0,997 - 0,999 NAIL 21 4 a TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME THAT CEILING JOISTS OR RAFTER TIES ARE Idt I" X 6!' SHEATHING TO EACH f5EARINC-7 2-169 150x X 0.122V�, OR STAPLE 14 &A. 4 a LOCATED AT THE BOTTOM OF THE ATTIC SPACE. INHERE CEILING -101575 OR RAFTER TIES ARE LOCATED 2. STAPLES, CROWN, V STAPLE 15 GA. I'> 5 6 HIGHER IN THE ATTIC, HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED 5-r THE FOLLONINrz, 3-50 f5OX _(T X 0.113!�, OR -:5/4 ;r FACTORS: 0097 - 0,95-3 NAIL 2 -j 4 -��-5p cam (* x owl OR STAPLE I(a GA. 9- 4 a 3-IOP 15OX (V' X 0.17V�, OR STAPLE 14 GA. 2_j 4 a CLO H&T/ HEEL JOINT -:� STAPLES, I" CROWN, V R, �LONG RIDGE HsT. CONNECTION ,T 20 I" X V' AND WIPER SHEATHING TO EACH FADE NAIL 1 0.11-�5 NAIL 21 5 ro Hr--/Hr ADJUSTMENT fEARINO WIPER THAN I")V STAPLE 15 0A. 4 a FACTORS 4_812 15ox A, x 0.1in, OR 0,997 - 0.059 NAIL 4 a :5-5P COMMON (2� X 0151`�, OR 6PA6M OF 17WENBRS 114 3_I00 15X (V' X 0.12V); OR NOMINAL MATE]nAL ThVAqT=S9 Pl!%Rpna4-� OF FA611NER AND 1_150TH W OF PMELP G AM 133 4 STAPLES, I" CR", lk Oh, It Lm (wam) (WAVS) (WAVS) m-om I w6r:6 � AQSOC S A-51? PDX (4' X 0-11V�, OR MMR LNPEnAYWV, PLYWOOD -PARTUJTOAFP-MMR-aNMI/lo I-II *5_5p COMMON I(* X 0.131'�, OR mmR aWENr OR LESS 21 JOIST TO SILL, TOP PLATE OR CARPER TOE NAIL '�Q, 6ORROSION-RESITANT, RINO SHANK NAILS INHERE: -PLANNING & DESIGN-- 3-I,5;9 154x (V' x 0.12v�, OR (FINISHED FLOORING OTHER THAN TILE) X 0.131" NAILS H(�, = HEIGHT OF CEILING JOISTS OR RAFTER TIES MEASURED VERTICALLY ABOVE 1981 UNION BLVD BAY SHORE, NY 117o6 w �,ox (4, x 0.1in 4!' 04, TOE NAIL STARE 15 GA., j LONG, j CROWN THE TOP OF THE RAFTER SUPPORT WALLS. OFFICE: (631) 665-9619 (FINISHED FLOORING OTHER THAN TILE) HR = HEIGHT OF ROOF RIDGE MEASURED VERTICALLY ABOVE THE TOP OF THE RIM JOIST, SAND JOIST OR f�LOCKIN& TO w 60MMON (q, x 0.1_:�Il OR 114 Ij LONG X .121 aM X .1�75 I'M PIAMETER CORROS-IaHZE151617ANT RAFTER SUPPORT WALLS. Glenn@grahamassociatesny.com 2:2 SILL OR TOP PLATE (ROOF APPL16ATIONS IOP PDX (3" X 0-12.6); OR 6!' 0.(. TOE NAIL (GALVANIZED OR STAINLESS STEEL) ROOFING NAILS (FOR TILE FINISH) ALSO) I *RESIDENTIAL DESIGN *COMMERCIAL SITE PLANNING V' X 0.11:51" NAILS L", NO. E, X 575 HEAD DIAMETER, RINU WAFER-�M 56REW5 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS 3-812 f5ox (4, x ajjv�, OR M TILE FINISH) VARIANCE *WETLANDS PERMITS,DEC,DEP :25 1" X 6!' 61[�LOOR OR LESS TO EAC41 JOIST 2-51? COMMON (q' X OR FADE NAIL PLywoop *ALL PHASES OF EXPEDMNG 3-IOD PDX x 0.128), OR Ij RINE, OR SCREW 9-" NAIL-MINIMLM 5 ro 2 STAPLES, GROWN, V 6A, �LONG 114 AND 5/16 4 ek (0,095) 01AW PIMUEP �-Io f5ox x OR STAPLE 15 GA., 4, vlCROWN WIDTH 2 QJ 1W R401AI PRES(WIVE LOALDMW YCES Of fPN MA GLENN W. GRAHAM, PRES. :24 V' 6Ltft_0OR TO JOIST OR GIRDER 2-1(0 COMMON (3+' X 0.10!) BLIND AND FACE NAIL II/32 ':�lb 15/n AND 112 Ij RING OR SCREW 61-M NAIL-MINIMLIM a J 0 S E F . (31 A R. C I A , R . A . :2rp V' PLANKS (PLANK & MAM - FLOOR & ROOF) '3_16P 15OX (�f' X 0.1`55'�, OR AT EACH FARING, FACE NAIL 0 &A (OV9Y) 6tiffir\ DIAMETER 2-16P COMMON (q' X 0.162!) If RING OR SCREW SHAW NAIL-MINIMLIM & LOAD-f5EARINe GEORGE I-10HENSTEIINT, P.M. 73-16P COMMON (3j' X 0-16V- OR 19/n 5/8 "/n AND 1�14 14 0A (OV95) a" DIAMETER GLASS OF MATERIAL PRESSURE 26 SAND OR RIM JOIST TO JOIST 4-1&-V 15ox (V' x 0.12.5,7, ENP NAIL STAPLE I(, OA. If (Psff) I MICHAEL K. DUNN, R.A. 4-3' X 0.131" NAILS; OR CRYSTALLINE f5EPRO6r\ 12,000 4-3' X 140A. STAPLES, 1" GROWN NAIL EACH LAYER AS FOLLOWS: 75V FOR 51: 1 INCH = 25.4 MM. SEDIMENTARY AND FOLIATED R00r\ 4,000 PROJECT LOCATION: 2,012 COMMON (4" X 0.19V); OR 0.6. AT TOP ANI? BOTTOM AND STAE-701W a NAIL 15 A GENERAL DESCRIPTION AND SHALL BE PERMITTED TO BE T-HEAD, MODIFIED ROUND HEAD OR ROUND HEAD. b. STAPLES SHALL HAVE A MINIMUM GROWN WIDTH OF 1/16-INCH ON DIAMETER EXCEPT As NOTED. RES IDENCZ AT: 169 l5ox (V' x 0.12-5'); OR 24!' D.G. FADE NAIL AT TOP AND rs. NAILS OR STAPLES SHALL BE SPACED AT NOT MORE THAN & INCHES ON CENTER AT ALL SUPPORTS INHERE SPANS ARE 45 INCHES SANDY GRAVEL ANP/OR GRAVEL (OW AND GP) 3 000 WILT-LF GIRDERS AND BEAMS, I INCH V' X 0.1-51" NAILS bOITOM 6TAEi6EREP ON OPPOSITE SIDES_ OR GREATER. NAILS OR STAPLES SHALL BE SPACED AT NOT MORE THAN 1:2 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR 26420 MAIN ROAD :2'7 FLOORS. 6ANP, SILTY SAW, CLAYEY 5ANP, SILTY GRAVEL LLMf5ER LAYERS AW: d. FASTENERS SHALL BE PLACED IN A GRID PATTERN THROUGHOUT THE BODY OF THE PANEL. 000 GU7r_,HOC;,UE, N.Y. 11CIE35 2-2-OP COMMON (4!' X 0.1%); OR OM AND eC,) FADE NAIL Ar ENDS AND AT FOR 5-PLY PANELS, INTERMEDIATE NAILS SHALL BE SPACED NOT MORE THAN 12 INCHES ON CENTER EACH NAY. AND CLAYEY GRAVEL (W 617, 6M, 6C f. HARDBOARD UNDERLAYMENT SHALL CONFORM TO CPA/ANSI A155.4 PROJECT DESCRIPTION: :5-169 rox (V' x 0.12v�, OR EACH SPL16E SPECIFIED ALTERNATE ATTACHMENTS FOR ROOF SHEATHING SHALL BE PERMITTED INHERE THE ULTIMATE DESIGN WIND SPEED IS �-V' X 0.131" NAILS LE55 THAN 150 MPH. FASTENERS ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE CLAY, SANDY, SILTY CLAY, CLAYEY SILT, SILT let $ 2nd FLOOR ADI�)171ON5 INSTALLED USING THE SPACING LISTED FOR PANEL ED&IE5. AND SANDY SILT-6LAY ((,L, ML, MH AND 61-1) PAGE DESCRIPTION: 4-1(,p f5ox (* x op, In. FIBER-GEMENT UNDERLAYMENT SHALL CONFORM TO ASTM G1288 OR 150 6336, CATEGORY C. NAILING SCHEDULE 25 LEDGER STRIP SUPPORTING JOISTS OR COMMON (3T' X 0-10'); OR AT EACH JOIST OR RAFTER, FOR SI: I POUND PER SQUARE FOOT = 0.0473 Pi. JOB#: TAX MAP: - RAFTERS 4-10P 15OX (1V' X 0.125); OR fA6E NAIL .A-V' X 0.1':N" NAILS J. WIJEN 601L TESTS ARE REQUIREP BY SECTION R401.4, TI1E ALLOWABLE 21060(o 1000 - 101::l - 4 - (b :21 15R]POINO OR 151-OCKINO TO JOIST 2-lop (V' x 0.12v), OR 2-e12 EACH ENR TOE NAIL BEARING 6APA61TIE6 OF THE. 601L SHALL BE PART OF THE RE60MMENPATM6. DATE: SCALE: IN SET: COMMON (q' x 0.131", OR x WHERE PIE 1�)UILI`INO OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN 4/4/21 AS NOTED 10 of= 11 0.1'N') NAILS ALLOWABLE MARINE) OAPAOITY OF LESS THAN 1,606) P6f= ARE LIKELY TO BE DRAWN BY: SHEET: PRESENT AT ThE SITE, THE ALLOWABLE BEARING 6APA6ITY SHALL 11�E _jF6 R, s, DETERMINED BY A SOILS INVESTIGATION. ffD BY: D3 APPENDIX J-EXISTING BUILDINGS AND STRUCTURES FLOOD HAZARD AREA.The greater of the following two areas: AJ404.9 STRUCTURAL AJ601.7 Means of Egress SECTION AJ801 ADDITIONS The means ofegress in work areas where alterations are being performed shall comply with the requirements AJ801.1 Sco a Additions as described in Section AJ306 shall com I with the re uirements ofthis section. 1.The area within a flood plain subject to a 1-percent or greater chance of flooding in any year. Repairs of structural elements shall comply with this section. P ' P y q ofthis sectior. SECTION AJ101 PURPOSE AND INTENT 2.The area designated as a flood hazazd area on a community's flood hazard map,or otherwise legally AJ401.9.1 Reduction of Strength AJ801.2 Compliance.Additions shall comply with the provisions of this code.Except where required by this AJ601.7.1 Exit Doors ""� � ��`•�•"�• AJ101.1 General.The purpose of these provisions is to encouragethe continued use or reuse of legally designated. section,unaltered portions of the existing building shall not be required to comply with this code. Repairs shall not reduce the structural strength or stability of the building,structure or any individual member �'�� existing buildings and structures.These provisions are intended to permit work in existing buildings that is FUEL-BURNING APPLIANCE.An a liance,a ui ment,device,machine,ors stem that ma emit Exit doors in any work area shall comply with Section R311.1 and R311.2. AJ801.2.1 Creation or Extension of Nonconformity consistent with the u ose of this code.Com liance with these revisions shall be deemed to meet the y PP q P y Y thereof. P � P p carbon monoxide.Exam les offuel-turnip a fiances include,but aze not limited to,fire laces,wood stoves, AJ601.7.2 Handrails An addition shall not create or extend an nonconformit in the existin buildin to which the addition is bein p requirements of this code. p g PP p Exception:Such reduction shall be allowed,provided the capacity is not reduced to below the levels required y y g g g / � +� d A,TO fuel-fired furnaces,fuel-fired boilers,space heaters with pilot lights or open flames,kerosene heaters,stoves, Every stairway having four or more risers from a work area floor shall be provided with handrails designed and made with regard to height,structural strength,fire safety,means ofegress,or the capacity of mechanical, 5 / AJ101.2 Sco e.The rovisions of thi s a endix shall a 1 to the re air,alteration,chan a of occu ane , by this code. �ti 1(, P P PP PP Y P g P Y ovens,ran es, as owered clothes d ers,refri erators that use as or li uid fuel, enerators,en Ines,torches, installed in accordance with Section R311.7.8. lumbin or electrical s stems. �A Q g g P ry g g q g g AJ401.9.2 Dama ed Buildin s P g y fi addition and relocation of existing buildings. g g �(/ s i' forklifts,compressors,pumps,welding equipment,pressure washers,and fuel-powered tools. AJ601.7.3 Emergency Escape and Rescue Openings AJ801.2.2 Other Work �, •et' '4 �� AJ 101.2.1 Buildings Not Previously Occupied.A building or potion of a building that has not been Damaged buildings shall be repaired in accordance with this section. reviousl occu red or used for its intended u ose shall com l with the rovisions of this code for new HEATING OIL STORAGE TANK.A tank used for storing heating oil for consumptive use on the premises An emergency escape and rescue opening complying with Section R310 shall be provided in existing Any repair or alteration work within an existing building to which an addition is being made shall comply with p y p p rp p y p AJ401.9.2.1 New Structural Frame Members where stored, basements undergoing a reconfiguration of space to create habitable space. the applicable requirements for the work as classified in Section AJ301. construction. New structural frame members used in the repair of damaged buildings,including anchorage and connections, AJI01.2.2 Compliance with other codes.Repairs,alterations,change of occupancy,existing buildings to HOME OCCUPATION.The use of a portion of a dwelling unit for nonresidential purposes by a resident AJ801.3 Fire and Life Safety Protection thereof. shall comply with this code. which additions are made,historic buildings and relocated building complying with the provisions of the AJ601.8 Fire and Life Safety Protection Fire and life safety protection shall comply with this section. 0 �^ LOAD-BEARING ELEMENT.An column, irder,beam, oist,truss,rafter,wall,floor or roof sheathin AJ401.9.2.2 Substantial Structural Damage >A Uniform Code,as applicable,shall be considered in compliance wish the provisions ofthis appendix. Y g• j g Alterations shall be done in a manner that maintains the level of fire protection provided and shall comply with AJ801.3.1 Smoke Alarms AJ10L2 Intent.The purpose of these provisions is to encourage the continued use or reuse of legally existing that su orts an vertical load in addition to its own wei ht,or an lateral load. Buildings that have sustained substantial structural damage shall comply with this section. 1, �� 1Z �Q PP Y g Y this section. When additions requiring a perrnit occur,the individual dwelling unit shall be provided with smoke alarms � buildin sand structures.These rovisions are intended to ermit work in existin buildin s that is consistent MATERIALS AND METHODS RE UIREMENTS.Those re uirements in this code that s ecif material AJ401.9.2.2.1 Engineering Evaluation and Analysis � r / g p P g g Q q P Y located as required for new dwellings;the smoke alarms shall be interconnected in accordance with Section \ Q� with the purpose of the 2015 IRC.Compliance with these provisiors shal I be deemed to meet the requirements standards;details of installation and connection;joints;penetrations;and continuity of any element,component An engineering evaluation and analysis that establishes the structural adequacy of the damaged building shall AJ1601.9 Structural R314.4. 1 1 of the 2015 IRC. or system in the building.The required quantity,fire resistance,flame spread,acoustic or thermal performance, be prepared by a registered design professional and submitted to the building official.The evaluation and The minimum design criteria for existin onions of the structure shall be the loads a licable at the time the Exceptions: or other performance attribute is specifically excluded from materials and methods requirements. analysis may assume that all damaged structural elements and systems have their original strength and building was constructed,provided that no dangerous condition is created.Structural elements which are 1. Exterior additions to dwellings,such as decks,are exempt from the requirements of this section. SECTION AJ102 COMPLIANCE MOTOR VEHICLE RELATED OCCUPANCY.A building or portion thereof that is used for parking, stiffness. uncovered durin the course of the alteration and which are found to be unsound or dan erous shall be made to AJ102.1 Existing buildings.The legal occupancy of any building existing on the date of adoption of this code storage,or repair of equipment and/or vehicles.The term motor vehicle related occupancy shall exclude AJ401.9.2.2.2 Extent of Repair g g 2. In other than bed and breakfast dwellings,smoke alarms in existing areas shall noted required t e shall be ermitted to continue withouit chan e,exce t as is s ecificall covered in this code,the Fire Code of comply with the applicable requirements ofthis code. interconnected and hard wired where interior wall or ceiling finishes are not removed to expose the p g P P Y structures that meet the definition of a carport or an open parking garage. The evaluation and analysis shall demonstrate that the building,once repaired,complies with the applicable AJ601.9.1 Increased Loads structure. New York State or the Property Maintenance Code of New York Sate. RECONFIGURATION OF SPACE.A reconfiguration of space includes a change of a space from non wind and seismic provisions of this code. AJI02.1.1 Additions,alterations and repairs.Additions,alterations or repairs to any structure shall conform Where alteration work includes installation of additional equipment that is structurally supported by the AJ801.3.1.1 Power Source habitable to habitable,the installation or removal of walls,or partitions,or any other division of space,or the AJ401.9.2.3 Below Substantial Structural Damage „ , buildin or reconfi uration of s ace such that ortions of the buildin om N'" _\ � ,. g g p p bee a sub ected to hi her dead or live Smoke alarms shall be ermitte a to hat re uired b this code without re uirin the existin structure to com I with all the re uirements of this g J S d to be batte o erated when installed in buildin s without commercial ower `•_ ., t q y q g g P Y q chan a in use of a s ace in which the new use could be considered an increase in hazard as determined b the P ry P g P c ... ? " :":A: g P Y Re airs to buildin s dams ed to a level below the substantial structural dama a level as defined in Section �>":.. , , 1:I. P g g g loads,all structural members affected by such increase shall meet the load re uirements of this code. or an on-site electrical ower s m � s ..'.. code,unless otherwise stated.Additions,alterations or repairs shall not cause an existing structure to become authorit havin 'urisdiction. q ste ,or in existin azeas of buildin s where existin interior wall or ceilin Y g J AJ201 shall be allowed to be made with the materials,methods and strep thein existence rior to the dama e P y g g g g ? "J �. unsafe or adverse) affect the erformance of the buildin . g P g Exception: finishes are not removed to expose the structure. a �' \, '' .3, �r` ,.,_ ' Y P g REHABILITATION.An re air,renovation,alteration or reconstruction work undertaken in an existin unless such existin conditions are dan erous as defined in Section AJ201.New structural frame members as \" ? �. \ .< �. AJ102.2 Existing installations.Provisions in this code shall not require the removal,alteration or y P g g g Structural elements whose stress is not increased by more than 5 percent. AJ801.3.1.2 Interconnection '" ` a ` building. defined in Section AJ201 shall comply with Section AJ401.9.2.1. ,„ °, \ • `- °� abandonment of,or revent the continued use and maintenance of,an existing building envelope,mechanical, AJ601.9.2 Reduction of Strep th Smoke alarms shall not r it P g be e u ed to be interconnected where batte o erated alarms are ermitted. � t\\\r �a1', .. " ';� RELOCATION.Relocated buildings include any building or structure which is relocated from its existing AJ401.9.3 Other Uncovered Structural Elements q ry p P J�" M a service water-heating,electrical distribution or illumination system lawfully in existence at the time of the Alterations shall not reduce the structural strep th or stabilit of the buildin structure or an individual AJ801.3.2 Carbon Monoxide Alarms adoption of this code. foundation to a new foundation. Where in the course of conducting repairs other uncovered structural elements are found to be unsound or g Y g' y � \ °' � �., ; ' ...." member thereof. Where an addition is made to a dwellin unit the addition shall be rovided with carbon monoxide alarms tha :� ` *": » < AJI02.3 Nonconformin features.Nothin in this a endix shall be construed to ermit the continuation of REPAIR.The restoration of materials,elements,components,equipment or fixtures for the purposes of otherwise structurally deficient,such elements shall be made to conform to the requirements of Section g P t I " g g PP P Exception: comply with the requirements for new construction. " ' "' 2 existin buildin features which were installed in conflict with any codes or laws in effect at the time of maintaining those materials,elements,components,equipment or fixtures in good or sound condition. AJ401.9.2.2.2. \,,: \� '\ .11, \ ��L g Such reduction shall be allowed as fon as the strep th and th sta Ili f \ S' construction or installation.Additions or alterations shall not be made to an existin buildin or structure REPLACEMENT.The reconstruction of a buildin on an existin foundation or su orts stem. AJ401.9.4 Flood Hazard Areas g g e b ty o the building are not reduced to , ,� '?_ A\ as .•,, t -� g g g g PP Y . ,011, - ", below the levels required by this code. AJ801.4 Structural `_ I • X°' m' a°„ `t which will cause the existing building;or structure to be in violation with any of the provisions of this code. SUBSTANTIAL DAMAGE.For the purpose of determining compliance with the flood provisions of this In flood hazard areas,damaged buildings that sustain substantial damage shall be brought into compliance with ,•• a ,\„r„u ,. AJ102.4 Correction of violations of other codes.Re airs or alterations mandated b an ro ert ,housin code dama a of an ori in sustained b a structure whereb the cost of restorin the structure to its rovisions of this code for flood resistant construction of new structures. AJ601.9.3 New Structural Members Existing structural elements supporting any additional loads as a result of additions shall corn 1 with this ,a. ::: P Y YP P Y g g Y g Y Y g P PY .:.. a' .. �. ' r �? Z:' ..' _.€ -sir<`: � : or fire safety maintenance code or mandated by any licensing rule or ordinance adopted pursuant to law shall before-damaged condition would equal or exceed 50 percent of the market value of the structure before the New structural members in alterations,including connections and anchorage,shall comply with this code. code. \ s, ,, R.r �. conform on] to there uirements of that code,rule or ordinance and shall not be re uired to conform to this � �` '�',_ y q q dama e occurred. Exce tion:Structural elements whose stress isnot increased b more than 5 ercent. ` „ g SECTION AJ501 ALTERATIONS-LEVEL 1 P Y P ' : $ g. i 'n h m it r alteration so rovides. �:.., c;:. code unless the code requ n g sue pa o p SUBSTANTIAL IMPROVEMENT.For the u ose of determinin corn liance with the flood rovisions of AJ601.10 Mechanical " ' "` PrP g P P AJ501.1 Scope ��: € st . �. -..., .. AJ102.5 Home occu ahons.It shall be rohrbtted to conduct a home occu anon m a dwellin unit exce t as :. ,veJ .I "@,"; " - P P P g P this code,any repair,alteration,addition or improvement of a budding or structure,the cost of which equals or I 1 r Alterations to any mechanical system shall conform to the requirements of Chapter 12 for a new mechanical AJ801.7 Plumbing �, •,, �`� � _ • Leve I a to ations as descnbed m Section AJ301 shall comply with the regwrements ofthis section.Level 1 3_. K, I :, <, rovided for in Section AJ102.5.L A home occu ation shall be conducted whop within the rim structure &_ p P Y P exceeds 50 percent of the market value of the structure before the improvement or repair is started.If the s stem without re uirin the existin mechanicals stem to corn 1 with all the re uirements of this code. , `� on the remises.No rovision of this section shall be construed to repeal,modify or constitute an alternative to alterations to historic buildings shall comply with this section,except as modified m Section AJ901. y q g g Y P Y q Addmons to any plumbing system shall conform to the requirements for a new plumbing system without , - K vim° �;' ' '' P P structure has sustained substantial damage,any repairs are considered substantial improvement regardless of Alterations shall not cause an existing mechanical system to become unsafe,hazardous or overloaded. re uirin the existin lumbin s stem to com I with II r ui ' ` "�, A '•°. :` : \' an lawful zonin re ulation which i:,more restrictive than this section. AJ501.2 Conformance q g g P g Y p y a the eq rements ofthis code.Additions shall not , \. „ :� ,; �,..,, Y g g the actual repair work performed.The term does not,however,include either: AJ601.10.1 Reconfi tired S aces cause an existin s stem to become unsafe in nit � � ` An existin buildin or onion thereof shall not be altered such that the buildin becomes less safe than its g P g Y sa ary or overloaded. , :,: F ,. ., '' �> '� AJ102.5.1 Conditions. I. An ro ect for im rovement of a buildin re uired to correct existin health,sanita or safe code g g P g Y P J P g q g rY tY Mechanically ventilated reconfigured spaces shall comply with Section M 1505 as a licable AJ801.7.1 Sanitar Dis osal S stem \ "' "` a l.The home occupation shall meet al l requirements for habitable space and shall not exceed 15 percent of the exrstmg condition. PP Y P Y "\: ,,� -1. ., a . '. .;. � . violations identified by the building official and that is the minimum necessary to assure safe living „ ,• :; r Where an addition results m an increase m the number of bedrooms,the ca aci of the existin sanita "' floor area of the primary structure. Exception:Where the current level of safety or sanitation is proposed to be reduced,the portion altered shall P tY g ry a' > .;>s:: conditions,or AJ601.11 Plumbin dis osal s stem shall be determined and an re uired ex ansion or re lacement shall corn 1 with this code. ;`yft , 2.No more than one person not residing m the dwelling unit may be employed m the home occupation. conform to the requirements ofthis code. g P Y Y q P P P Y r,. , < 2. Any alteration of a historic structure provided that the alteration will not preclude the structure's � _ , ; Alterations to an lumbin s stem shall conform to the re uirements for a new lumbin s stem without AJ801.8 Electrical Li .r• " I ; \,. .: 3.Inventory and supplies shall not occupy more than 50 percent of the area permitted to be used as a home continued desi nation as a historic structure. AJ501.3 Flood Hazard Areas Y P g Y q P g Y .� ' g E. :, '. ,air:::; \ >:... 0• re uirin the existin lumbin s stem to com I with all the re uirements ofthis code.Alterations shall not An addition to an existin electricals stem shall be made in conformi with the r v' i c.• , � \,` 1 occu anon. In flood hazard areas,alterations that constitute substantial im rovement shall re uric that the buildin corn 1 q g g P g y p y q Y g Y ty p o is ons of Chapters 34 „\., ,, " ,_, p SUBSTANTIAL STRUCTURAL DAMAGE.A condition where: p q g p y cause an existing system to become unsafe,unsanitary or overloaded. through 43.Where additions subject portions of existing systems to loads exceeding those permitted herein, e,: * . i . 4.The home occupation shall not involve any operation considered to be hazardous. with Section R322 ofthis code. I.In any story,the vertical elements of the lateral force-resisting system,m any direction and taken as a whole, "" AJ102.6.Lead-based paint.In addition to requirements of this code,40 CFR 745(titled"Lead-based Paint have suffered damage such that the lateral load-carrying capacity has been reduced by more than 20 percent AJ501.4 Building Elements and Materials AJ601.11.1 Licreased Demand such portions shall be made to comply with Chapters 34 through 43. Poisoning Prevention in Certain Residential Structures"),a regulation issued and enforced by the Federal from its pre-damaged condition,or Building elements and materials used for Alterations-Level I shall comply with this section. Where any alteration subjects any portion of an existing plumbing system to increased loads,such portion shall Environmental Protection Agency,applies to certain activities in buildings that may contain lead-based paint, AJ501.4.1 Interior Finishes be made to comply with Chapters 25 through 33. PROJECT INFORMATION: including renovations performed for compensation in"target housing"and"childoccupied facilities," 2.The vertical load-carrying components supporting more than 30 percent of the structure's floor or roof area have suffered a reduction in vertical load-carrying capacity to below 75 percent of the required strength levels All newly installed interior finishes shall comply with the flame spread and smoke developed index CONTACT INFO: "abatement"of lead-based paint hazards and other"lead-based paint activities"(as those terms are defined in of this code. requirements of Chapter 3 of this code. AJ601.12 Electrical 40 CFR Part 745). Any alteration to an existing electrical system relating to work done in any work area shall be made in 26420 MAIN ROAD UNSAFE BUILDINGS OR EQUIPMENT.Buildings or existing equipment that is insanitary or deficient AJ501.4.2 Materials and Methods AJ102.7 Evacuation notices.In addition to but not in limitation of any other requirement of this Section,all because of inadequate means of egress facilities,inadequate light and ventilation,or that constitutes a fire All new work shall comply with materials and methods requirements of this code. conformity with the provisions of Chapters 34 through 43. GUTCH06UE, N.Y. 11x35 one family dwellings converted for use as a bed and breakfast dwelling and all existing bed and breakfast AJ601.12.1 Increased Loads dwellings undergoing an alteration or addition to create an additional guest room or rooms shall have a hazard,or that is otherwise dangerous to human life or the public welfare or that involves illegal or improper AJ501.4.3 Replacement Door and Window Dimensions occupancy or inadequate maintenance,shall be deemed an unsafe condition. Where alterations subject portions of existing electrical systems to increased loads,such portions shall be made fire-safety notice affixed to the occupied side of the entrance door of each converted,altered,or new guest Minor reductions in the clear opening dimensions of replacement doors and windows that result from the use to com I with Cha ter 34 throu h Cha ter 43. room for transient use indicating: WORK ARF,A.That portion or portions of a building affected by any renovation,alteration or reconstruction of different materials shall be allowed. P Y P g P work as initially intended by the owner and indicated as such in the permit.Work area excludes other portions AJ601.12.2 Electrical Service 1.Location of nearest exits and fire alarms; AJ501.4.3.1 Replacement Windows of the building where incidental work entailed by the intended work must be performed,and portions of the Service to dwelling units shall be a minimum of 100 ampere,three-wire capacity,and service equipment shall 2.Procedures to be followed when a fire or smoke detector gives warning;and The replacement of emergency escape and rescue opening windows in conformance with the code in effect at building where work not initially intended by the owner is specifically required by this appendix. the time of construction shall not require compliance with Section R310 ofthis code. be dead front having no live parts exposed whereby accidental contact could be made.Type"S"fuses shall be 3.Procedures to be followed in the event of fire or smoke development, installed when fused equipment is used. AJ102.8 Abandonment or Removall of Heatin Oil Stora a Tanks.The abandonment or removal of heatin AJ501.4.4 Reroofing g g g SECTION AJ301 CLASSIFICATION OF WORK. Exception: oil storage tanks and related piping shall be in accordance with all of the following: Where alteration work includes recovering or replacing an existing roof covering,the provisions of this section AJ301.1 Scope.The work performed on an existing building shall be classified in accordance with this section. Existing service of 60 ampere,three-wire capacity,and feeders of 30 ampere or larger two-or three-wire ZONE 1. The entire contents of the heatin oil stora a tank and related r in shall be em tied,cleaned,and shall apply.Reroofing shall be in accordance with Section R908 of this code. g g P p g p AJ301.2 Work area.The work area,as defined in Section AJ201,shall be identified on the construction capacity shall be accepted if adequate for the electrical load being served. R-40 ZONE purged of all vapor.The contents of the heating oil storage tank and related piping shall be removed AJ501.5 Means Of Egress AJ601.12.2.1 Clearance documents. from the premises and disposed of in accordance with applicable local,state or federal rules and Means ofegress for buildings undergoing alteration shall comply with the requirements of Section 702 of the AJ301.3 Repairs. Clearance for electrical service equipment shall be provided in accordance with Section E3405. regulations. Property Maintenance Code of New York State. Repairs,as defined in Section AJ201,include the patching or restoration of materials,elements,equipment,or AJ601.12.3 Ground-Fault and Are-Fault Circuit interrupter Protection 2. The suction,inlet,gauge,vapor return,and vapor lines shall be disconnected. AJ501.6 Fire and Life-Safety Protection fixtures for the purpose of maintaining such materials,elements,equipment or fixtures in good or sound Ground-fault and arc-fault circuit-interrupter protection shall be provided on newly installed receptacle outlets 3. All fill piping and other related piping shall either be permanently removed or filled with concrete.All condition.Repairs shall comply with the provisions of Section AJ401. Alterations shall be done in a manner that maintains the level of fire protection provided and shall comply with as required by Section E3902. REV DESCRIPTION BY DATE other remaining piping shall be capped or plugged. this section. AJ301.4 Alterations-level 1 AJ601.12.4 Additional Electrical Requirements 1 CONCEPT DRAWINGS JFG 4.1.21 Exception:Piping that is reused for the installation of a new heating oil storage tank and meets the AJ501.7 Structural Level 1 alterations include the removal and replacement or the covering of existing materials,elements, When the work area includes any of the following areas within a dwelling unit,the requirements of Sections applicable requirements for the new installation. Where alteration work includes replacement of equipment that is supported by the building,the structural 2 CONSTRUCTION DRAWINGS PCB 5.21.21 equipment or fixtures using new materials,elements,equipment or fixtures that serve the same purpose, AJ608.5.1 through AJ608.5.3 shall apply. 4. If abandoned in place,underground heating oil storage tanks shall be filled completely with an approved provisions of this section shall apply. without reconfiguring the space.Level 1 alterations shall comply with the provisions of Section AJ501 AJ601.12.4.1 Enclosed Areas 3 ', REVISED CONSTRUCTION DRAWINGS ' PCB 6.04.21 inert solid material.Above-ground heating oil storage tanks may either be filled with an approved inert AJ501.7.1 Design Criteria AJ301.5 Alterations-level 2 All enclosed areas other than closets,kitchens,basements, ora es,hallwa s ry solid material or if not filled with an approved inert solid material then the vent line shall remain open Existing structural components supporting alteration work shall comply with this section. g g y,found areas and bathrooms and intact.A record of tank size,location,and date of abandonment shall be retained by the property Level 2 alterations include the reconfiguration of space,the addition or elimination of any door or window,the shall have a minimum of two duplex receptacle outlets,or one duplex receptacle outlet and one ceiling or wall . AJ501.7.1.1 Replacement of Equipment owner. reconfiguration or extension of any system,or the installation of any additional equipment.Level 2 alterations type lighting outlet. shall comply with the provisions of Section AJ501 for Level 1 alterations as well as the provisions of Section Where replacement of equipment results in additional dead loads,structural components supporting such AJ601.12.4.2 Kitchen and Laundr Areas 5. If removed,heating oil storage tanks shall be disposed of in accordance with applicable local,state,or Y AJ601. equipment shall comply with the load requirements of this code. Kitchen areas shall have a minimum of two du lex rece tacle outlets.Laund areas shall have a minimum of federal rules and regulations. P P rY Exception:Work areas in which the alteration work is exclusively plumbing,mechanical or electrical shall not Exception:Buildings constructed in accordance with this code and where the additional dead load from the one du lex rece tacle outlet located near the laund a ui ment and installed on an inde endent circuit. 6. An inspection by the building official or by an approved inslector is required to be made of the P P 4' 9 P P be included in the corn utation of total area of all work areas. equipment is not increased by more than 5 percent. abandonment or removal of the heating oil storage tank.If a�approved inspector performs such P AJ601.12.4.3 Bathrooms,Hallways,Stairways,Attached and Detached Garages :- -.-.. ... .. AJ501.7.2 Reroofin Structural and Construction Loads AJ301.6 Change of occupancy g inspection,no approval of such abandonment or removal shall be granted by the building official unless At least one lighting outlet shall be provided in every bathroom,hallway,stairway,attached garage and The structural roof corn onents shall be ca able of su ortin the roof coverin s stem and the material and Chan a of occu ane rovisions a I where the activit rs classified as a chan a of occu ane as defined m P P PP g g Y written proof of the heating oil storage tank's oil fill pipe having been removed or filled with concrete in g P Y P PP Y Y g P Y detached garage with electric power to illuminate outdoor entrances and exits,and in utility rooms and accordance with this section and the applicable provisions of the Uniform Code has been provided by Section AJ201.Changes of occupancy shall comply with the provisions of Section AJ701, equipment loads that will be encountered during installation of the roof covering system. basements where these spaces are used for storage or contain equipment requiring service. - - - the property owner to the building official. AJ301.7 Additions AJ501.8 Mechanical work is 1 ified as an addition as defined in Section AJ_O1. Alterations to an mechanicals stem shall conform to the re uirements of Cha ter 12 of this code for a new 7. When conversion to an alternate fuel has taken place and prior to the commencement of the new home Provisions for additions shall apply where c ass Y Y q P heating service,property owners shall provide written notice to their home heating oil supplier or Additions to existing buildings shall comply with the provisions of Section AJ801. mechanical system without requiring the existing mechanical system to comply with all of the requirements of - -- - -- -- suppliers informing them of such conversion and instructing,them to discontinue deliveries. AJ301.8 Historic buildings this code. AJ501.9 Plumbin Historic building provisions shall apply to buildings classified as historic as defined in Section AJ201.Except g Alterations to an lumbin s stem shall conform to the re uirements for a new lumbin s stem without SECTION AJ103 APPLICABILITY as specifically provided for in Section AJ901,historic buildings shall comply with applicable provisions ofthis Y P g Y q P g Y AJ103.1 General.Where,in any specific case,different sections of this appendix specify different materials, appendix for the type of work being performed. requiring the existing plumbing system to comply with all the requirements of this code. methods of construction or other requirements,the most restrictive shall govern.Where there is a conflict AJ301.9 Relocated buildings AJ501.9.1 Materials between a general requirement and a specific requirement,the specific requirement shall be applicable. Relocated building provisions shall apply to relocated buildings as defined in Section AJ201.Relocated The following plumbing materials and supplies shall not be used: AJ103.2 Other laws.The provisions of this appendix shall not be deemed to nullify any provisions of local, buildings shall comply with the provisions of Section AH001. All-purpose solvent cement,unless listed for the specific application; state or federal law. AJ ep acement Flexible traps and tailpieces,unless listed for the specific application;and AJ103.3 Referenced codes and stan dards.The codes and standards referenced in this appendix shall be Replaced building provisions shall apply to replaced buildings as defined in Section AJ201.Replaced buildings Solder having more than 0.2-percent lead in the repair of potable water systems. considered part of the requirements of this appendix to the prescribed extent of each such reference.Where shall comply with the provisions of Section AH 101. AJ501.9.2 Water Closet Replacement differences occur between provisions of this appendix and referenced codes and standards,the provisions of When any water closet is replaced,the replacement water closet shall comply with Section P2903.2. ,�. this appendix shall apply. SECTION AJ401 REPAIRS AJ103.4 Partial invalidity.In the event that any part or provision Df this appendix is held to be illegal or void, AJ501.10 Electrical : ,.;: AJ401.1 Scope.Repairs as described in Section AJ301 shall comply with the requirements of this section. Any alteration to an existing electrical system shall be made in conformity with the provisions of Chapter E34 �; " '.,1 this shall not have the effect of making void or illegal any of the other parts or provisions. Repairs to historic buildings shall comply with this section,except as modified in Section AJ901. through Chapter E43 ofthis code. "" AJ401.2 Permitted materials.Except as otherwise required herein,work shall be done using materials °'? ``", ermitted b thea licable code for new construction or usin like materials such that no hazard to life,health ,, SECTION AJ104 ENERGY EFFICIENCY p y pp g SECTION AJ601 ALTERATIONS-LEVEL 2 AJ104.1 Additions,Alterations,or Renovations.Additions,alterations,or renovations to an existing or property is created. AJ601.1 Scope "> building,building system or portion thereof shall conform to the provisions of Section NI 107 of this code as AJ401.2.1 Hazardous Materials.Hazardous materials that are no longer permitted,such as asbestos and I M ` ,. \�'. Level 2 alterations as described in Section AJ301 shall comply with the requirements of this section.Level 2 ;I 'I', , . . . they relate to new construction without requiring the unaltered portions)of the existing building or building lead-based paint,not be used. �;,' system to comply with this chapter.A.n addition shall be deemed to comply with this chapter if the addition alterations to historic buildings shall comply with this section,except as modified in Section A]901.The AJ401.2a Glazing a hazardous locations.Replacement glazing in hazardous locations shall comply with the re uirements of this section are limited to work areas in which Level 2 alterations are bein erformed,and alone complies or if the existing building and addition comply with this chapter as a single building.Additions, safety glazing requirements of Section R308 as applicable. q g P alterations,or renovations shall not create an unsafe or hazardous condition or overload existing building shall apply beyond the work area where specified. Exceptions: AJ601.2 Alteration Level 1 Compliance systems. 1.Glass block walls,louvered windows,and'alousies re aired with like materials. AJ104.1.2 Change in occupancy or use.Spaces undergoing a change in occupancy that would result in an J p In addition to the requirements ofthis section,al]work shall comply with the requirements of Section AJ501. \�� ,„ 2.Replacement glazing in historic buildings. AJ601.3 Com liance s increase in demand for either fossil fuel or electrical energy shall comply with Section N 111]ofthis code.. P• �. AJ104.1.3 Chan a in s ace conditirinin An non-conditioned s ace that is altered to become conditioned AJ401.2.3 Reroofing Existing roof assemblies undergoing repair shall comply with the applicable All newly constructed elements,components,systems and spaces shall comply with the requirements ofthis , g P g• Y P requirements of Section AJ501.4.4 ofthis appendix, code. space shall comply with Section Nl 109.2 of this code. AJ401.3 Plumbing Exceptions: i.. s w'?'`' Repairs to existing plumbing systems shall be permitted in the same manner and arrangement as in the existing 1. S ace created in basements ma have a ceilin that ro eels to within 6 feet 8 inches 2032 mm of the `• °_I � s . • SECTION AJ105 PRELIMINARY MEETING P Y g P j ( ) system,provided that such repairs or replacement are not hazardous and are approved.The following plumbing finished floor;and beams, irders and ducts in such s ace or other obstructions ma ro ect to within 6 AJ105.1 General.The building official is authorized to require that the prospective applicant meet to discuss materials and su lies shall not be used: g P Y P J plans for any proposed work or change of occupancy under these provisions prior to the issuance of the permit. pP feet 4 inches(1930 mm)of the finished floor.Existing finished ceiling heights in spaces in basements The purpose of this preliminary meeting is for the building official to gain an understanding of the prospective 1. All-purpose solvent cement,unless listed for the specific application; shall not be reduced. applicant's intentions for the proposed work,and to determine,together with the prospective applicant,the 2. Flexible traps and tailpieces,unless listed for the specific application;and 2. Existing stairs not otherwise being altered shall be permitted to maintain their current clear width at, specific applicability of this appendix. 3. Solder having more than 0.2-percent lead in the repair of potable water systems. above,and below existing handrails. AJ401.4 Water Closet Replacement 3. Existing stairs not otherwise being altered shall be permitted to maintain their current riser heights and SECTION AJ106 EVALUATION OF AN EXISTING BUILDING When any water closet is replaced,the replacement water closet shall comply with Section P2903.2 tread depths. AJ106.1 General.The building official shall have the authority torequire an existing building to be AJ401.5 Electrical 4. Headroom height on existing stairs being altered shall not be reduced below the existing stairway investigated and evaluated by a registered design professional based upon the circumstances agreed upon at the Existing electrical wiring and equipment undergoing repair shall be allowed to be repaired or replaced with like finished headroom.Existing stairs not otherwise being altered shall be permitted to maintain the current preliminary meeting to determine the existence of any potential nonconformance with the provisions of this material. finished headroom. code.The building evaluation shall include,but shall not be limited to,structural,mechanical,plumbing and Exceptions: 5. Landings for existing stairs not otherwise being altered shall be permitted to maintain their current PLANNING & DESIGN electrical systems.The evaluation shall be limited to those areas of the existing dwelling that are directly width. affected by the type of work under consideration.The building evaluation shall be certified by the design 1. Replacement of electrical receptacles shall comply with the applicable requirements of the NFPA 70 or rnfess;opal• Chapter 39 ofthis code, 1981 UNION BLVD BAY SHORE, NY ll�06 P AJ601.4 Nonconformities OFFICE: (631) 665-9618 2. Plug fuses of the Edison-base type shall be used for replacements only where there is no evidence of The evaluation shall use the following sources of information,as applicable: over fusin or tam erin and shall com I with re uirements of Cha ter 37 of this code a 1 in for The work performed shall not increase the extent of noncompliance with the requirements of this code or create g P g P Y q P PP Y g Glenn@grahamassociatesny.com 1.Available documentation of the existing building. conductor sizing and overcurrent protection code. nonconformity with those requirements which did not previously exist. 2.Field surveys. 3. For replacement of nongrounding-type receptacles with grounding-type receptacles and for branch AJ601.5 Flood Hazard Areas 3.Tests(nondestructive and destructive). circuits that do not have an equipment grounding conductor in the branch circuitry,the grounding In flood hazard areas,alterations that constitute substantial improvement shall require that the building comply RESIDENTIAL DESIGN COMMERCIAL SITE PLANNING 4.Laboratory analysis. conductor ofa grounding-type receptacle outlet shall be permitted to be grounded to any accessible with Section R322 ofthis code. 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS point on the grounding electrode system,or to any accessible point on the grounding electrode AJ601.6 Building Elements and Materials 'ZONING VARIANCE `WETLANDS PERMITS,DEC,DEP conductor as allowed and described in Part VIII-Electrical of this code. SECTION AJ201 DEFINITIONS Building elements and materials used for Alterations-Level 2 shall comply with this section. 'ALL PHASES OF EXPEDRING AJ201.1 General.For purposes of this appendix,the terms used shall be defined as follows. 4. Frames of electric ranges,wall-mounted ovens,counter-mounted cooking units,clothes dryers,and• AJ601.6.1 Separation Required outlet or junction boxes that are part of the existing branch circuit for these appliances shall be SECTION AJ201.1 GENERAL Where the work area is in atwo-family dwelling or multiple single-family dwelling(townhouse)and exceeds permitted to be grounded to the grounded circuit conductor in accordance with Part VIII-Electrical of 50 ercent of thea re ate area of the dwellin unit,all walls se aratin dwellin units that are not continuous For purposes ofthis appendix,the terms used are defined as follows. P gg g g P S g this code. from the foundation to the underside of the roof sheathin shall be constructed to rovide a continuous fire G�v •�a T' r I �;+t' ADDITION.An extension or increase in floor area,number of stories,or height of a building or structure. g P 4.7�d.� 1N Y�' T !'�.J � , �Ps. L;�u,2. ALTERATION.Any construction or renovation to an existing structure other than repair or addition. separation using construction materials consistent with the existing wall or complying with the requirements AJ401.6 Mechanical for new structures.Work shall onl be re uired to be erformed on the side of the wall of the dwellin unit that 7 ti x v Alterations are classified as Level I and Level 2. y q P g e 3 0 S �, F'i , � A C . � •� • A • Repairs to existing mechanical systems shall be permitted in the same manner and arrangement as in the is part of the work area. s CARPORT.An open-sided structure that is used for parking,storage,or repair of equipment and/or vehicles, existing system,provided that such repairs or replacement are not hazardous and are approved. Exception• x �� r a and consists of a roof and at least two sides that are open to the atmosphere. GE RGE 1•-101-TI Ee • S J Et � P. /� AJ401.7 Flood Hazard Areas Where alterations or repairs do not result in the removal of wall or ceiling finishes exposing the structure,walls s CHANGE OF OCCUPANCY.A change in the occupancy or use of a building,such as a change from a In flood hazard areas,repairs that constitute substantial improvement shall require that the building comply are not required to be continuous through concealed floor spaces. c ti one-family dwelling to a two-family dwelling,or from an occupancy regulated by the Building Code of New r N}� York State to a detached one-or two-family dwelling or multiple single-family dwellings(townhouses) with Section R322 of this code. AJ601.6.2 Wall and Ceiling Finish ' - ' ' J N i regulated by this code. Where the work area exceeds 50 percent of the aggregate area of the dwelling,the interior finish of walls and CONVERSION.A change of occupancy or use of a building from a one-family dwelling to a bed and AJ401.8 Fire and Life Safety Protection ceilings in any work area shall comply with the requirements of Section R302.9.All existing interior finish breakfast dwelling. Repairs shall be done in a manner that maintains the level of fire protection provided. materials that do not comply with those requirements shall be removed or shall be treated with an approved fire PROJECT LOCATION: DANGEROUS.Any building or stricture or any individual member with any of the structural conditions or AJ401.8.1 Smoke Alarms retardant coating in accordance with the manufacturer's instructions to secure compliance with the defects described below shall be deemed dangerous: When repairs requiring a permit occur,the individual dwelling unit shall be provided with smoke alarms requirements of this section. }�I 1. The stress in a member or portion thereof due to all factored dead and live loads is more than one and located as required for new dwellings;the smoke alarms shall be interconnected in accordance with Section AJ601.6.3 Guards RE S I D E I^`4 tGI E AT: one third the nominal strength allowed in this code for new buildings of similar structure,purpose or R314.4. In work areas,guards designed and installed in accordance with Section R312 shall be provided on every open 2 642 O MA I �l �OriD Exce tions• portion of a floor,stair,landing,porch,deck,porch or deck enclosed with insect screening,or balcony that is location. P• 2. Any portion,member or appurtenance thereof likely to fail,or to become detached or dislodged,or to Repairs to the exterior surfaces of dwellings are exempt from the requirements of this section. more than 30 inches(762 mm)above the floor or grade below,or where the existing guards are judged to be in ll * . danger of collapsing. GUTGHOGUEi N. I . 1Ic155 collapse and thereby injure persons. In other than bed and breakfast dwellings,smoke alarms in existing areas shall not be required to be 3. Any portion of a building,or any member,appurtenance or ornamentation on the exterior thereof is not interconnected and hard wired where interior wall or ceiling finishes are not removed to expose the structure. PROJECT DESCRIPTION: of sufficient strength or stability,or is not anchored,attached or fastened in place so as to be capable of AJ401.8.2 Power Source I et 4 2nd FLOOR ADD I TI ONS resisting a wind pressure of two thirds of that specified in this code for new buildings of similar Smoke alarms shall be permitted to be battery operated when installed in buildings without commercial power structure,purpose or location without exceeding the nominal strength permitted in this code for such or an on-site electrical power system,or in buildings where existing interior wall or ceiling finishes are not PAGE DESCRIPTION: buildings. removed to expose the structure. 4. The building,or any portion thereof,is likely to collapse partially or completely because of dilapidation, AJ401.8.3 Interconnection. APPENDIX .I deterioration or decay;construction in violation of the Uniform Code;the removal,movement or Smoke alarms shall not be required to be interconnected where battery operated alarms are permitted. instability of any portion of the ground necessary for the purpose of supporting such building;the AJ401.8.4 Carbon Monoxide Alarms JOB#: TAX MAP: deterioration,decay or inadequacy of its foundation;damage due to fire,earthquake,wind or flood;or 210606 1000 - I OQ - 4 - 6 an other similar cause. When repairs of imneys o appliances and equipment,solid-fuel burning appliances and equipment,or Y fireplaces and chimneys occur,the individual dwelling unit shall be provided with carbon monoxide alarms as DATE: SCALE: IN SET: 5. The exterior walls or other vertical structural members list,lean or buckle to such an extent that a plumb line passing through the center•of gravity does not fall inside the middle one third of the base. required for new dwellings. 4�4�2 I AS NOTED 1 1 OF I I E UIPMENT OR FIXTURE.An lumbin heatin electrical,ventilatin air-conditionin refri eratin Exception: Q y p g, g> g, g, g g DRAWN BY: SHEET: . and fire protection equipment;and elevators,dumb waiters,boilers,pressure vessels,and other mechanical In other than bed and breakfast dwellings,carbon monoxide alarms shall be permitted to be battery operated facilities or installations that are related to building services.. when installed in buildings without commercial power or an on-site electrical power system,or in buildings JFG EXISTING BUILDING.A building or structure that has been issued a certificate of occupancy or has been where existing interior wall or ceiling finishes are not removed to expose the structure.Carbon monoxide CHK'D BY: legally occupied. alarms shall not be required to be interconnected where battery operated alarms are permitted. 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