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HomeMy WebLinkAbout45254-Z �O`OS�FFaL Gyp Town of Southold 3/17/2022 4` P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42923 Date: 3/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 585 Oyster Ponds Ln, Orient SCTM#: 473889 Sec/Block/Lot: 25.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2020 pursuant to which Building Permit No. 45254 dated 9/28/2020 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: single-family dwelling with unfinished basement, covered front porch,rear covered porch, second floor balcony attached garage with unfinished storage above as applied for. The certificate is issued to Bogden,Jacob of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0069 3/14/2022 ELECTRICAL CERTIFICATE NO. 45254 6/22/2021 PLUMBERS CERTIFICATION DATED 10/8/2021 Will' m Schw Aut Signature =sem" TOWN OF SOUTHOLD �� StlFFO(,�Co BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o 1 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#: 45254 Date: 9/28/2020 Permission is hereby granted to: Bogden, Jacob 655 Oyster Ponds Ln Orient, NY 11957 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 585 Oyster Ponds Ln, Orient SCTM # 473889 Sec/Block/Lot# 25.-1-4 Pursuant to application dated 8/12/2020 and approved by the Building Inspector. To expire on 3/30/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,029.20 CO -RESIDENTIAL $50.00 Total: $2,079.20 Buiing ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. ?/ /I a o New Construction: Old or Pre-existing Building: (check one) Location of Property: S ©` 1f a' P®nd 5 S tCove 0 r. Pei House No. Street pp Hamlet Owner or Owners of Property: �a c D b :SD 90S J!A Suffolk County Tax Map No 1000, Section Block I Lot Subdivision �j Filed Map. Lot: Permit No. Z J Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tempora3 /Clertificate Final Certificate: (check one) Fee Submitted: $ ✓ V Applicant Signature oF sovj�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q sean.deviin(&-town.southold.ny.us Southold,NY 11971-0959 ®�yC®UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jacob Bogden Address: 585 Oyster Ponds Ln city:Orient st: NY zip: 11957 Building Permit#: 45254 Section: 25 Block: 1 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double Pole Electric License No: 3913ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 40 Ceiling Fixtures 33 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt $ Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 21 CO2 Detectors 3 Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 5 Combo Smoke/CO Transformer UC Lights 5 Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 4$ 4'LED Exit Fixtures 11 Pump EJ Other Equipment: Fridge, Hood, Micro, DW, MD, 30A Generator Outlet w/ Manual Transfer Switch Notes: " AS BUILT NO VISUAL DEFECTS " DID NOT SEE THE ROUGH Two Story House w/ Basement and Unfinished Upstairs Room Inspector Signature: Date: June 22, 2021 S.Devlin-Cert Electrical Compliance Form.xls �yT�J T Town Hall Annex u Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ..�©UNT`{,�� BUILDING DEPARTMENT fl ► TOWN OF SOUTHOLD ® C 11 WA t pE BUILDINGOSUTMpLD TtJWN CERTIFICATION Date: i g Iz t Building Permit No. Owner: Zo-colo -2Y1 (Please rint) Plumber: W &l P" SV,4-) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this �J day of , 20 1 KIRSTEN E. HESPOS Notary Public, State of New York (( No. 01 HE6174810 NotaryPublic �(✓��0 0 C Qualified in Suffolk County ,_ ouniy Commission Expires 09/24/20_1;31 J —i,40000<11 �pF so//Ty F � O f TOWN OF SOUTHOLD BUILDING DEPT. `ycou►m,��'' 765-1802 _ INSPECTION [ FOUNDATION 1 ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWC-AULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY-INSPECTION` [ ] FIRE RESISTANT CONSTRUCTION [ ]` FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE RKS: vl-- DATES INSPECTOR * * TOWN OF SOUTHOLD BUILDING DEPT. couMv ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ . ] ROUGH PLBG. [ZOUNDATION 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: W Co1/11 dw utl u y DATE INSPECTOR OF so//T�OI � o TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F ND !S!T!R [` ] INSULATION/CAULKING [ FRAMIN'ATIAPPING [ ] FINAL [ ] `FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE /Z INSPECTOR . pF SOUjy� ---- - --- - --- - - # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ VOUNDATION 2ND [ ] INSULATION/CAULKING [ ' FRAMING /STR' A�PPII G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 1 [ ] PRE C/O RE�IIARKS: .�� DATE INSPECTOR pf SOUtyOlo # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ \ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ��`� INSPECTORt SOUIyo 1 TOWN OF SOUTHOLD BUILDING DEPT. ��coN 765-1802 INSPEC ION [ ] FOUNDATION 1ST ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ARKS: ov,,/ C, 6C4 ::16,si -U� fia ej �s t v `� ✓ C� DATE INSPECTOR SOblyolo * # -TOWN OF SOUTHOLD BUILDINdDEPT. co 765-1802 1 NSPECTION [ ] ,.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 REMARKS: ,�- / Q('-r . tie"v ( � DATE, INSPECTOR 9 OF 50U1�o� 1 # # TOWN OF SOUTHOLD BUILDING DEPT. �ycournr��` 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING- FRAMING ULATION/CAULKING-FRAMING /STRAPPING [Vf FINAL nI� [ ] FIREPLACE &CHIMNEY ' f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [' ] FIRE-RESISTANT PENETRATION-- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 3 _ C ern s � warQ w Qv � DATE INSPECTOR apF s0 o # * TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INS-PECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] °I SULA HULKING [ ] FRAMING /STRAPPING [ FINA RG [ ] FIREPLACE`& CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]; ELECTRICAL (FINAL) [ ] -CODE VIOLATION [ ] PRE C/O REMARKS:._ lgnrt Hp �r( u pv`- W t vi (VIP/-) - �Cwt cl C- DSC - ( . �1 DATE. y ZO INSPECTOR New York ECCC 2020 UA Compliance -E C E Property Organization inspection Status D 585 Oyster Pond Lane Radiant Drywall& Insulati( Confirmed by field tet t DEC 17 2021 Orient, NY 11957 Anthony Jones Model:Custom 631-879-2851 BUILDING DEPT TOWN OF SOUTHOLD Blank Builder Gen Dot Building UA Elements IECC Reference As Designed Ceilings 31A 33.0 Above-Grade Walls 117.5 116.4 Windows,Doors and Skylights 110.4 104.5 Slab Floor 281 28.7 Framed Floors 0.0 0.0 Foundation Walls '68.0 68.5 Rim Joists 6.6 5.5 Overall UA(Design must be equal or lower): 362.3 356.6 Requirements pa -4,023.2 Average SHGC,.0,32 Max SHGC:0,40 a a 'Tes Dg- . 6ACHat60pi t must.not exceed R402.5 Area-weighted average fenestration SHGG '8402Area ucetghtedfion t1 Fatot 12404-"1 Lighting Equipment Efficiency -M Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met, 7' w ec, 84033A Duct Leakage R46.63 Hot~uater pipe ins lattsan n Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 1.6%. Name: Anthony Jones Signature: Organization: Radiant Drywall &Insulation Digitally signed: 11129121 at 9:33 AM Ekotrope RATER-Version 3.2.4.2784 New York ECCC 2020 Prescriplive compliance results calculated using Ekotrope RATERs energy and code compliance algorithm,Including appropriate amendments, Ekotrope RATER is a RESNETAerxedited HERS Rating Tool.PJI results are based on data entered by Ekotrope users. Ekotrope disclaims all ffability for the information sho=on this report- EL I iNew Y ork 2020 ECCC Compliance Report (ERI Pathway) Field Confirmed Re ort Prope Organization Energy Rating Index Information Builder:Gen Dot Company:Radiant Drywall&Insulation Field Confirmed Rating Address: Phone:631-879-2851 Rating No: 585 Oyster Pond Lane,Orient, NY 11957 Rater-Anthony Jones Rater ID(RTIN):3808022 Date Rated:2021-08-05 y. a Rated Home Calculated Energy Use Rated Home Cast($1yr) (MBtu) Heating 53.8 $980 Cooling 0.4 $28 Water Heating 10.9 $188 Lights&Appliances 19.6 $1,100 Photovoltaics 0.0 $0 77 `Based on standard operating conditions ERI with PV.59 ERI without PV-.59 Electric(kWh).5,099.5 CO2 Emissions(Tons):6.1 Natural Gas(Therms):673.1 a. PASS This home MEETS the Energy Rating Index Sure requirement of New York 2020 ECCC Compliance Report (ERI Pathway)for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report, some of which are not r' ' kotrope. Name: Anthony Junes Signature: Organization. Radiant Drywall&Insulation Digitally signed: 11129121 at 9:33 AM Company:Building Efficiency Resources Address:PO Box 1769 Brevard, NC 28712 s Safi , Phone##:800-399-9620 � Fax#:877-399-1361 e iTa 0 To determine if a provider is properly accredited go to:www.resnetus/professional/programs/search—di (Confirmedand tested) R311, ,3., � e � Fravision Number Topic Compliance Decision 2010 FCCCNYS Table Building thermal envelope minimum insulatiari levels and PASS 402.1.9 or 402.1.3 maximum fenestration U-factor and SHGG R401.3 Post a permanent certificate listing the level of efficiencies Certificated required for CO installed in the house R4U24.1.2 nvelope air leafage maximum leafage rate PASS R402.4.1 f Table _ Comply with air sealing 1.and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R402.4.4" Rooms containing fuel-burning appliances PASS` R402.5 Maximum fenestration U-factor and SHGCf (U-f=actor)PASS (SHGC)PASS R403.1.2 " Heat pump controls PASS* 8400.2'' Ducts oUtside of conditioned Space to be insulated to a PASS minimum of R-6. R403.3.2 Duct sealing on all ducts PASS* 8403.3.3 Duct testing for ducts in unconditioned space PASS* R403.3.5 Building cavities'not used as ducts. PASS* 8403.5.1 Pleated water circulation acrd temperature maintenance PASS`` systems comply R403.5.3 Hot water pipe insulated to R-3 PASS R403.6 Mdchpnipal ventilation;rTieeting the requirements6f the IRC PASS* , or IMC.Outdoor air arid-exhaust dampers installed 8403.7 ACOA Manual J and S conducted for all heating and cooling _. AGCA forms required for systems. permit 'R403.8 Systems,serving multiple dwelling units to meet the ` PASS* mechanical requirements of Iji=commercial code R403.3 Snow melt and ice system controls installed where applicable PASS* R403.10 Pools and permanent spa energy consumption meet PASS* requirements for heaters,-time,clocks and covers R403.11 Portable spas meet the requirements of APSP-14. PASS* 8404.1. High efficacy lights installed in 90%of permanently installed PASS fixtures. , *These items have been field-verified by the Rater,Field inspector,Code inspector,or Builder: 585 Oyster Pond Lane Orient, NY 11957 Builder: Gen Dot Model: Custom HOME IS CERTIFIEDl € RK EGCC 2020 ENERGY Building Features Ceiling Attic,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 62 CFM Gtr 25Pa(2,59 1100 ftp) Foundation Walls R-1'.1 Total Duct Leakage 71 CFM @ 25Pa(Post-Construction) Framed Floor N/A Heating Furnace-Natural Gas-95 AFUE Slab R-0.0 Perimeter, R-0.0 Under Cooling Air Conditioner• Electric• 14:5 SEER Infiltration 1378 CFM50(2.56 ACH50) Water Heating Residential Mater Heater-Natural Gas•0.72 UEF a Window U-Value: 0.32,SHGC:0.32 l= As a 3rd party extension of the code junsdictlon utilizing these reports,t certify that this energy code compliance document has been created in accordance with the requirements of chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.if rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the penrtrt application.If rating Is Confirmed,I certify that the address referenced above has lin Inspected/tested and that the mandatory provisions of the[EGG have been installed to meet or exceed the intent of the(ECG or will be verified as such by alto p r Name: Anthony Jones Signature: Organization: Radiant Drywall&Insulation Digitally signed: 11129121 at 9:33 AM Ekotrope RATER-Version 3.2.4.2784 flew York ECCC 2620 Gerfllicate compliance results calculated using Ekotrope RATER's energy and code compliance al4orithm,Including appropriate amendments. Ekotrope RATER is a RESNETAceredited HERS Rating Tool.All results are based an data entered by Ekotrope users. Ekohope disclaims all liability for the information shown on this report, Neter York 2020 Label 585 Oyster Pond Lane Model Custom Ekotrope RATER-Version:3.2.4.2784 _00111dirii Ehvdc ecs;. Ceiling: R-38 Above Grade Walls: R-21 Foundation Walls: R-11 Exposed Floor: N/A Slab: R-0 Infiltration: 1378 CFM50(2.56 ACH50) Duct Insulation: Supply: R8, Return: R8 Duct Lkg to Outdoors:62 CFM cr 25Pa(2.59 f 100 ftz� U-Value: 0.32, SHGC:0.32 Door: R-7 Mew, xO; Heating: Furnace- Natural Gas•95 AFUE Cooling:Air Conditioner•Electric- 14.5 SEER Hot Water. Residential Water Heater- Natural Gas- 0.72 UEF Average Mechanical Ventilation: 54 CFM Signature: I New York ECCC 2020 Performance Compliance D ECE "PE R DEC 17 2021 Property Organization Inspection Status 585 Oyster Pond Lane Radiant Drywall&Insulatic Confirmed by field test BUILDING DEPT Orient, NY 11957 Anthony Jones TOWN OF SOUTHOLD Model: Custom 631-879-2851 Blank Builder Gen Dot Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $1,069 $974 Cooling $63 $61 Water Heating $220 $220 Mechanical Ventilation $30 $33 t 6 T&W, - Used 4o'"de—te''r, Lightsppliances w1out Ventilation $841 $841 Onsite generation..... $0 $0 $2;223 ;�,,� Requirements 7-71 7' — c lia4e 1v 11 -OF Air Leakage Testing Air sealing is 2.56 ACH at 64 Pa,It must not exceed 3.00 ACH at 50 Pa. ,' R40 5 Arearetgted average rineitrakn SHGO- --J 8402.5 Area-weighted average fenestration t!-Factor .......... ............ 8404 Lige tin, E"ipment Efficiency. 8403.6.1 Mechanical Ventilation Efficacy Mandatdry, ''th ahoaforypq e�!equtrements� at are not A ' chedied -0,009pe use e!"rit t , 1 rites, 8403.6 Mechanical Ventilation Rate ................ R405.2 Duq.16su'lato n ....... Design exceeds requirements for New York ECCC 2020 Performance compliance by 6.8%. AS a 3rd party extension of the code jurisdiction utlit7ing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted international Energy Conservation Code based on SUFFOLK County.if rating is Projected,I certify that the building design described herein is consistent Mth the building plans,specifications, and other calculations submitted with the pert application.If rating is Confirmed.I certify that the address referenced above has been Inspecteciftested and that the mandatory provisions of the IECC have been Installed to meet or exceed the Intent of the(ECC or Wit be verified as such by another party, Name: Anthony Jones Signature: P<M�61 Organization: Radiant Drywall&Insulation Digitally signed: 11129121 at 9:33 AM Ekotrope RATER-Version 3.2.4.2784 Now York ECCC 2020 Performance compliance results calculated using Ekotrope RATEFVs energy and code compliance algorithm.Including appropriate amendments. Ekatmpe RATER is a RESNETAccradited HERS Rating Tool.AN result-,are based on data entered by Ekotrope users. Ekotrope disdaims all EablIfty for the Information shown an this report. Y.. t¢ r - . : � ilk. 2 . a ! � . � . . . � . . ea . . . 4 .� I �' 1 �, M � + � 1 w _ .,� � ;./ i ,. .. �-R .., -. ... .y •'s. � , �� � � y.� _ � �� Win." R R "1 r + :i ,1. Y r f r r r , i i l � S�~ L a v ac, _ I � � e . • e • ® • w a a e FOUNDATI So Ma rj1Q Z. ROUGH FRAMING& W 7A ® IMAZA fi, � r ® e RV 11 L '� ,� ► . r%> '�,� � r .r �_ _ • B�—�---- � �-- - •ice WA r � �o VJ 1 052 - 27 S � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey Southoldtownny.gov PERMIT NO. t Check Septic Form N.Y.S.D.E.C.• Trustees C.O.Application Flood`permit Examined ,.20 -Single&Separate Truss Identification:Form Storm-Water Assessment Form Contact: Approved VVV 20 Mail`to: Disapproved a/c S J� to Phone: -;3, q 1 101 Expiration. / Build s ctor - AUG 1 , 2020 -- APPLICATION FOR BUILDI-NG PERMIT BU11MING DEM, DTOVI'Nate , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. . b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available forinspection throughouf the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of-Occupancy. f. Every building permit shall expire if the work.authorized has not commenced within 12 months after thedate of issuance or has not been completed within 18 months from such date: If no•zoning amendments or other regulations affecting the property have been enacted in the interim,the Building inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. .. APPLICATION IS HEREBY MADE to the Building L�dpartment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,'Snffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings;additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing-cbde, and'regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) �SS 019+t( QorJ 1G,P 119,Y7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises n j e"\ (As on the tax roll-or latest deed) If applicant is-a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. , 1. Location of land on which proposed work will be done: , SSS 0 QS f(L PoNDS L ANe ,Ci.jRjT;6,av'T House Number Street .Hamlet` County Tax Map No. 1000 Section l`r. 'Block ' '` ' '' Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Pr'awa re S° c4e" C 3. Nature of work(check which applicable):New Building- ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 00, Do Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor 3 'o;, S'?Con� If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N 1A 7. Dimensions of existing structures, if any: Front Rear Depth Height .,.Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth __ . iei9ht. Number of Stories ` T i 1.' `� 8. Dimensions of entire n co on1 Front Li S Rear Dempth. n ; Height I '�� -:Number of Stories � �a:� ' 9. Size of lot: Front 6 19 Rear i ® Depth 10. Date of Purchase y ' 6 Name of Former Owner C`��r'a`�`e d 4C 11. Zone or use district in which premises are situated 4\- !2. Does proposed construction violate any zoning law, ordinance or regulation? YES NO I railed? YES NO '� Will excess fill be remises? YES NO removed.from. L3. Will lot be r e-g ., p Address CST dislrr Pc�� 14 "Names of Owner of premisesZotob gar en 1• Phone No. Cat 3)3 -3633 J9 Name of Architect F-Oer' -.i�i '�'S AddressLA�«�`il-i'"A �' 4'7�a `Phone No 31 .�o� �3�� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater:wetland? *YES NO , * IF YES, SOUTHOLD TOWN TRUSTEES'&D.E:C `PERMITS MAY.13E REQUIRED. b. Is this property within 300 feet of atiddl wetland?"* YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at,any point.on property.is at 10 feet or below, must provide topographical data on survey.AJv 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK.) SS: COUNTY OF d 3a(db Q 0�d?n being duly sworn, deposes and says that(s)he is'the applicant (Name of individual signing contract)above named, (S)He is the O W A e r (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi day of Un,U,5+ 26b. ACEY L.DWYER NOTARY PUBLIC,STATE OF NEW YO il�w NO.01 DW6306900 Notary Publ' QUALIFIED IN SUFFOLK COUN Signature of Applicant COMMISSION EXPIRES JUNE 30, �o�osuFFoc�.�oG BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 y'�41 dao! Telephone (631) 765-1802-FAX(631) 765-9502 F Temporary Certificate # (0 Date 12-112-1 2020 Customer Name 1016rN Electrician Name (:5"g A-I G Address S5 py,3��- t�on�pS L/� Phone �j� ��( d e-mail(, e-mail tb le Oo P ® qa , (fcA,) Phone License# -3 q /77 15�- Sizet." Phase Overhead Underground_ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is validL90 y trom the date bove. Authorized by . �o�osUfFOI,��o G BUILDING DEPARTMENT-Electrical Inspector C3 c TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # 25 kIL Date13/ZS 2021 Customer Name Electrician Name aU Z G rn Address 5�e5 O Y� e Att7 Phone 61 4 e-mail e-mail OnI-rm a Phone License t; f Size A Phase Overhead_ Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificati r 90 days f ^m the date above. Authorized by DOU15LE-POLF- ELECTKIC P.O. BOX 130 NESCONSET N.Y. 11767 OFFICE(631) 361-6440 FAX(631) 361-6442 JUNE 18, 2021 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE # 765-1802 FAX # 765-9502 RE: PERMIT # 45254 585 OYSTER PONDS LANE ORIENT NY 11957 INVENTORY 48 SWITCHES 5 FAN SPEED/ DIMMER SWITCHES 40 OUTLETS G 9 -1--r- 8 GFI OUTLETS � 3 EXTERIOR OUTLETS 21 HIGH-HATS 33 FIXTURES 5 CEILING FAN/LIGHT 1 DOOR CHIME 3 BATHROOM EXHAUST FAN/LIGHT 4 SMOKE DETECTORS - � 3SMOKE/ CARBON MONOXIDE DETECTORS 1 20A 110V AFCI/ GFCI WASHER CIRCUIT 1 GAS DRYER OUTLET 1 20A 110V AFCI/ GFCI DISHWASHER CIRCUIT 1 20A 110V AFCI/ GFCI MICROWAVE CIRCUIT 1 20A 110V AFCI/ GFCI HOOD CIRCUIT 2 20A 110V AFCI REFRIGERATOR CIRCUIT 1 GAS STOVE OUTLET 2 15A 110C A/C BLOWER CIRCUIT 2 40A 220V A/C COMPRESSOR CIRCUIT 1 15A 110V HEAT CIRCUIT 1 200 AMP OVERHEAD SERVICE AFCI CIRCUIT BREAKER AS NEEDED YOUR ELECTRICAL CONNECTION FOR PROMPT AND PROFESSIONAL SERVICE Town` df�Sby,`,.thold ' l-.' L. DEC 7 5 2020 Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert0town.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: DECEMBER 10, 2020 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (631) 361-6440 CELL # (631) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol.com JOBSITE.INFORMATION- NAME: BODGEN RESIDENCE ADDRESS: 585 OYSTER PONDS LANE CROSS STREET: ORIENT NY 11957 PHONE NUMBER.0 PERMIT NUMBER: 45254. TAX MAP # District: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION 200 AMP SERVICE Is job ready for inspection: NO - I WILL CALL FOR INSPECTION Do you need a Temp Certificate: YES - PLEASE SEND TEMP— 12-21 TEMP'INFORMATION (if needed) ServiceSize - - 200-AMP -- UNDERGROUND...- New Service YES Additional Information PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop 'Transfer- AC AH Mini Special:--- .._... Comments! 0 Si1 , . STO }. WATER Scot -SUPERVISOR ; IW. NI�. S00TH0LD.T0WN HALL-P.o:Box 1199 ToMM :o Southold 53Q95 Main:Road-SflUTHULD,Nf YORK 1i9T1 C FTE-k 13.E .- ST II 1 AT R:MANAGFMMNT WORK SHERT (TO BE COMPLETED BY THE APPLICANT) :. .:.«xie�.,µ.a.>y:i.._: :.. .a. .:+..fe::.'.i.. s :tf cw.: :� a a__. - •. r+:i.Y��in'._ .. .. ..r. __,a r. r:a 3ef%�.:. .. ., Y rt;n•.i-:Ye•' rt+>:�r-!::> :,-e'>'.�i.:' ':i�•.a_ _ _ r-s-.�_ - - �'�ir,�r r ry! _ _ .. `.S 5 E' 33Er 1ZNy $. ANY OFn 7['IHE. : GIiVGs z. :4•:.J�.:.�-{y{"��.�., .. - -(CHECK i►!3.'{�1A'r APF}.Y)-�. A. ieaira.. , grutibirl , gradin or stri in of:land which affects:more p - . g :grading g - t - pp.. .g .. -than S,Q:Oo--square feet-of'-grou:nd:surface: I $ B, Excavation or f illi ' - involving more. than:200. cubic yards of-material within any parcel--or-any contiguous=area. : --c. Site preparation on.slopes which exceed- 1.0. feet vertical.rise to: r: 10:0 feet of ho-ftiontal distance. �. D_:Site preparation within 1.00 -feet of wetlands, :beach, bluff-or.coastal erosion hazard:area. ;> J E. -Site pr -paratioxi.within the one-fiundired year floodpl n as depicted : ....... t* on y WateI'+v011TSe:�.. :.. ... . .. . ._.. . ... Installation of new o_r resurfaced =impervious surfaces of 1000.-syuare. .i ~ -OR feet oor more; unless prior approval.of a Stormwater�Managein'' 't s -'.t: Control Pian was received by- the-flown acid the proposal includes zn-kind replacement of.i:mp`ervjous surfaces. if you ans► erect-N0-46.-all.of the 40-uestionis above, ST P9 :complete the Applicant seetion.below with yoiir, -Naive, Ogn�attire, Contaet Information,..Date ,& County T-i tvag. :_.._Cl#apter 236-6e9 not apply to.your project. If you Answered YES Io one or more of the above,please-submit `tiro"Copies of a Stormwater D'[ eut Control Plan. :.aiid a Gh totnl}leted ee u I;i$t:Form.to_:the:Btlding,;neparament wfh...yoar..$uitd�ng_permiE Aar* iR }''lt11rl tPropetty towner,Uesign:Frafesiouat,Agent;Contractor Other} Mite: - ^� (( S NAME. - - 0 POR f U}LD � N �T--� L 1\L.1 a aG r ) GPTi Date: Pr�erfy.Addtess.L.Lotatiort:of Construction fork: .:� ... _.. �- .. ,ter i. :. .. -_ - . �G S fun(' — AP.Ptoved-for proee�sing-Boding Permi:t_. T " -S M C - �-� - iormwatel- ana emelt[ .._ .- Control Mari Not Require nagement Cotitrot Plairts}3equiretl:.�. �Sl�•-� Ma ormrvatet 1ForWM7 Io-.E»gineer*ijg Departniei]I for-Review- FORM # 5MCP-TOS MAY 2614 000 DI Town Hall Annex �� •j. Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 w z Southold, NY 11971-0959 . ...... _.___.__._... _ _ NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENOINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: iu0)3 &05 j en Location of Property: S�5 ®��}c,, Po��.S �a�Q pRz E A)7 ry j Please take notice that thb-(check applicable'Fine): New commerctal�or-'resld:ential structure' Addition tolexlsti'ng`commer.Ci.al or residential structure Rehabilitation`to,.an existing commercial or residential structure to be,constructed%dr performed at the subject property reference above:wilLut.01ke (check applicabl;e..line): Truss type construction (TT) Pre-engineered wood=construction (PW) Timber construction-(TC),,)" in the following location(s) (che&applicable line)- Floor framing, including girders and beams (F) Roof framing (R) Floor and-roof;framing (FR) Signature: Name (person submitting this form): Capacity check applicable.line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 +i utr'�„"tirrt � �..11k �'f 1✓ Lr u �I yti of���"��•�✓�tt�,�="�tiw£.���+� ; 5.�,,'•�*�r.1 � la..a C�"'sc�.` ,r`l ��i� ♦ �'• � 4 �' .^ l t' i L}rs ta;r. I -! 1 , -� t I i a ;_ .�-z c � .1 4- x,'9 �t'y Y'., x t�z✓ ;,�'' L a' I n I ,r ti a`r Y i. jl J s'• P _ u 1 � tk lF �Y A 0. , ,I , ov so�jyol Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ OWN, BUILDING DEPARTMENT TOWN OF SOUTHOLD October 22, 2021 Justin Bogden 655 Oyster Ponds Lane Orient, New York 11957 RE: 585 Oyster Ponds Lane, Orient NOTE: See attached inspection ticket for items needed for the Certificate of Occupancy TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. (Electric inspection form on website) Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45254-Z New Dwelling I I I I I I ROOF PNEwi. I 1 I A5-BUILT SITE INFORMATION: CD A.Opp 0, O d L.P. -SUFFOLK COUNTY TAX MAP I D: 1000-25-1-4 ,>'A I I 1 .P. I -H.5.REFERENCE NO:R10-18-OOG9 -------------J L -PROPOSED 3 BEDROOM HOME,NEW CONSTRUCTION ON VACANT LAND P e I DWELLING -LOT AREA:0.5 ACRE DWELLING I -PROPERTY LOCATED AT 595 OYSTER POND LANE WITH 1 1 1.07 LF OF FRONTAGE well I I p I -ORIENT,TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK �j -ORIGINAL SURVEY PROVIDED BY:HAROLD F.TRANCHON JR.P.C.DATED 4-2G-2018 I well 2� 475 OYSTER 1 -SITE PLAN UPDATED BY ENGINEER ON 9-9-2019 FOR SEPTIC SANITARY DESIGN PURPOSES ONLY. �® 084813 26 I I LAND D D N/FOF BUR ELL GODFREYz5-t-5 I -VERTICAL DATUM-NAVD'88 DATUM 7� IMPROVED-PRIVATE WELL -NO SURFACE WATERS OR WETLANDS LOCATED WITHIN 150 LF OF PROPERTY. SS to G 70!! I I I -PRIVATE WELLS LOCATED WITHIN 150 LF OF PROPERTY SHOWN ON 517E PLAN. _ 560 VILLAGE LANE-SCTM#1000-25-1-i1 1 fire well LAND 11/1 OF MADELINE MCINTOSH ! I 0.4'S IMPROVED-PRIVATE WELL GENERAL NOTES: 5 OYSTER PONDS LANE-SCTM#SMITH - hyd i S 64'1 9'00"E 194.93 1 J LAND N/FIMPROVED OF REGINA ABERSMITH fC O.9!E IMPRovEO-PRIVATE WELL - I. EXISTING WATER SUPPLY,WELLS,DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS, LP IN REAR PROPERTY OUTSIDE 150'WELL RADIUJ \ HISTORIC MAPS,SURVEYS AND OR DATA OBTAINED BY THE LAND SURVEYOR AND OTHERS. 13 ___________ __ G. SOIL TE5T HOLE DATA PROVIDED BY MCDONALD GE05CIENCE,DATED 5-4-2018.SOIL CONDITIONS TO 8E FIELD VERIFIED AT TIME OF INSTALLATION. I- 7. PROPOSED SANITARY SYSTEM DESIGNED TO PROVIDE MAXIMUM ACHIEVABLE SETBACK TO PROPOSED PRIVATE WELL AND 1 14.1 ._._._._,L._._._._._._`/._p._.� L.P. L.P. well 1 ) N 1 V 4)" C 0) 271' 11 WELLS EXISTINGI 50 LF SE 13 CKTO ALL WELLS CANNOT BE ANEIGHBORING WELLS.NOTE SETBACK OF C HIIEV DSDUE TO EXISTING WELL LOCATIONANITARY SYSTEM 15 1 0O+Uf; OS SURROUNDING DOING DING I-----1 PROP.SILT FENCE AROU D I S PERIMETER OF PROPERTY. I w Q O PROPERTY. O ---- � 8. PROPOSED WELL IS 100+LF FROM PROPOSED SANITARY. NOTE 150U`CANNOT BE ACHIEVED DUE TO EXISTING PRIVATE PROP.8'DIAMETER BY 8'DEEP WELLS AND SANITARY 5Y5TEM LOCATIONS SURROUNDING PROPERTY. W Q PRECAST STORM WATER DRY x A (� DWELLING 9. SEE TECHNICAL REPORT DRAFTED BY HOMEPORT ENGINEERING FOR FURTHER INFORMATION. ! \ ILJ 1 _I driveway I WELL FOR ROOF GUTTERS. V `� 10. ON51TE PROPOSED BE SERVICE. BY CONTRACTOR PRIORTO PERFORMING SITE WORK. 1`7J z a► -------- DW PROP.ROTH 1000 GALLON L Q i 24.7 O SEPTIC TANK WITH BAFFLE WALL 640 VILLAGE ND NLANE KAREN SCTM# BRAZ-25LLER 1-12 W 3 IMPROVED-PRIVATE WELL PROPOSED SANITARY SEPTIC SYSTEM FOR UP TO 3 BEDROOM RESIDENCE: Q G 270, I o !� GAR TE T HO �20' -- I. ONE(I)ROTH 1000 GALLON WATERTIGHT POLY SEPTIC TANK WITH BAFFLE WALL,R15ERS AND SAFETY GRATING. (� Z I I ! 2. THREE(3)LEACHING GALLEYS EACH WITH 4'EFFECTIVE DEPTH AND CP055OVEP PIPING.TOTAL OF 3005F ) CTI PROP GFE:14.!' f�.• 1.1 C W ! PROP.FUTURE G EFFECTIVE LEACHING AREA. _ 580 OYSTER PONDS LANE-SC DIS 1000-24-1-5 P7 I 41 ! • O EXPANSION GALLE 3. ONE(1)FUTURE EXPANSION LEACHING GALLEY AREA. LAND N/F OF JOHN J E WELL {� 1 O.2 PROP.(3X) IMPROVED-PRIVATE WELL O LP IN REAR PROPERTY OUTSIDE 750'WELL RADIUS o PROP,.,FFE 16.5 LEACHING GALLEY Ole � � � GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: 1 N ROP IE:15. G) G) EACH WITH 4' qq P C) � 2 S- 1 PROP GEas.B' EFFECTIVE DEPTH. 690 VILLAGE LANE-SCTM#1000-25-1-13 Z 2o'-4 p` 'I O I O DW PROP CO N 1301 O LAND N/F OF W JANE FRIESEN I. BASED ON HISTORICAL DATA,THE GROUNDWATER IS 14'+/-BELOW GRADE. LLI z I , IMPROVED-PRIVATE WELL ^ 4n 6 16+n z ro 2. SANITARY SEPTIC SYSTEM DESIGNED FOR UP TO 3 BEDROOM HOME PER SUFFOLK COUNTY DEPARTMENT OF IJ I- IWI �� W@II HEALTH STANDARDS($CORS). rr^^ LJJ well 9 _ = 152 3 150! RADIWS N D 3. SAFETY GRATINGS TO BE INSTALLED BENEATH SEPTIC TANK MANHOLE ACCESS COVERS. V a • 4. SANITARY GRAVITY DRIAN PIPE TO BE 4-INCH PVC SDR35. , waterline CO CO 5. THE SANITARY INSTALLER SHALL HOLD A SCDHS LIQUID WASTE LICENSE. U 1 z ----------- _____ wlf enC __�C J IN ,� G. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE SEPTIC TANK. CD �- W_ / \ 6`9 7. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. 680 OYSTER PONDS LANE-SCTM#1000-24-1-6 I (1 !N 17.2-N fc 0. !N `1 8.0) N 1 8. EXISTING SEWER LINE UPSTREAM OF 51'STEM SHOULD BE FREELY VENTED TO ROOF VENT. co O Ez LAND N/F OF SCOTT SUSAN NEILSON REVOCABLE TRUST VACANT (1 2.9) � 9. CONTRACTOR TO CONFIRM INVERT ELEVATION OF THE SEWER LINE LEAVING BUILDING PRIOR TO THE START OF O Lr-) O '7 .0lS- C ain link fence CONSTRUCTION.ANY DEVIATION SHALL BE REPORTED TO THE ENGINEER OF RECORD. I I 4.2'S -------------- 10. CONTRACTOR 15 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AND DEWATERING PERMITS AS NECESSARY U Co I prop. well relo,batio 4 '0 !' gar 198.26! I----- PRIOR TO INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. Q Ln i fC O.4'S I PROPOSED STORM WATER DRAINAGE CALCULATIONS: VACANT (if necessary) well 0.6'W I 750 VILLAGE LANE-SCTM#H 1000-25-1-14 PROPOSED BUILDING AREA: ,196 5F(HOME)+556 SF(GARAGE):TOTAL: 1,752 SF 1 655 OYSTER PONDS LANE-SCTM#1000-25-1-3.2 AND IMPN/FROVED OF S I HET LLC ACV 8S`�1! LAND N/F OF JAMES J BOGOEN IMPROVED-PRIVATE WELL PROPSOED PAVED AREA:O SF,PROPOSED DRIVEWAY S GRAVEUPERVIOUS IMPROVED-PRIVATE WELL CALCULATIONS BASED ON 2-INCH(0.1 G7'-FOOT)RAINFALL: 1,752 SF X O.1 C7 FT=292.G CF DWELLI G 292.6 CF X 7.48 GAUCF=2,159 GALLONS. MINIMUM STORAGE 2,189 GALLONS FOR ROOF DRAINAGE m I I � PROPOSED 8'DEEP BY 8'DIAMETER PRECAST LEACHING POOL FOR ROOF GUTTER DRY WELL. Z CO L.P. I 8'DIAMETER PRECAST LEACHING POOL @ 300 GALLONS PER LINEAR FOOT 1 I- 8'X 300 GALLONS/FOOT= 2,400 GALLONS>2,189 GALLONS. I I N 0 m Lu 800 VILLAGE LANE-SCTM#1000-25-1-15 LEGEND Q LAND N/F OF MARK AND ANDREA RIESENFIELD T�A5T IRON LF-LINEAR FOOT U1 1 1 IMPROVED-PRIVATE WELL LP-LEACHING POOL r n z ------ CO-CLEANOUT U7 CP-EXISTING SANITARY CESSPOOL MA%-MA%IMUM CTG-CUT TO GRADE MIN-MINIMUM O DB-DI5TRIBUTION BOX OWT5-ONSITE WASTEWATER TREATMENT 5Y5TEM W V_ DW-DRY WELL(STORM WATER) PT-PERCOLATION TE5T r 0 z J F^ EL-ELEVATION 5COH5-5UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES tu ---- 5T-5EPTIC TANK L------------ ------ -------- EX POOL T� W I IXIS-E%)STING TH-TEST HOLE � V J FFE-FIN15HED FLOOR ELEVATION V-VEM GE-GRADE ELEVATION TV-TYPICAL (� 2 F we I 795 OYSTER LANDPONDS LANE MAR-$CTRIE E#R REEVES GPD-GALLON5 PER DAY WM-WATER METER Ln n W - HEGE-HIGHE5T EXPECTED GROUNDWATER O Z CI (T) IMPROVED PRIVATE WELL OO I E--INVERT ELEVATION AOWr5 INNOVATIVE/ALTERNATIVE OWTS L/ - 1U W 790 OYSTER PONDS LANE SCTM#1000-24-1-7 •rs »y LAND N/F OF KENNETH M NEWMAN IMPROVED-PRIVATE WELL O 0 O L laln Q 13 CO z 0 � = Q well �-s 1 ! , 0 LEE, ��,1� o ms ICTIDN CPCf`iC1 UM •1w lrrs roQ m s rslm�oTm rm Ian mm u>fl m Date:9-23-2020 .®.01.... SSFP .2y8 r ® Scale: 1 :40 1 Ltmwor m�••L,Y®.r®amum x.....G4 M 11X1 .OY�IiY RID 6CN ill.o11.111.1 W Ali TY�.IId..M{0pL DESIGNER:TAO r-T SANITARY SITE PLAN ------------- mT' 7T -` Sheet No. SCALE: 1:40 ! SILT FENCE DETAIL �' '� 'j =-^'Ls. . T' . � SKIPPERS LANE s� ( STATE STREET ) SCALE: NT5 TEST HOLE INFORMATION ELEVATION FINISHED GRADE PERFORMED BY MCDONALD GE05CIENCE Sg DATED: 5-4-2018 HORIZONTAL STRUCTURAL REINFORCING RIBS ISOMETRIC INLET PORT OUTLET PORT (FULL CIRCUMFERENCE) GRADE EL. 15.7' GRADE 15.7' GAS(TOP)lLIQUID(BOTTOM) COVER MIN. 1' MAX. 2' GROUNDWATER EL. 1.7' -N-NTS- PASS THRU SLOT INSIDE TANK MULTI PORT J THREADED ACCESS OPENING OUTLETS �ryp CAL) F O DARK BROWN _ 24- LOAM I.D.DIA.(z TYPICAL) � — LIFTING BROWN HO OTLialCAL) (p SILTY SAND u� WITH GRAVEL MULTI PORT LENGTH 118- ® ® ® ® ~ ®®®INLETS THREADEDACCESS THREADEDACCESS 0-1� (3 TYPICAL) INLET PORTOPENING OPENING OUTLET PORT a ®®®®®® r20-LD.Dw. zD.Du. ' INVIN. NV ®®®®®® OUT BROWN a M 0 (�ELLUOICDALR Gs) ®®®®®®® FINE TOS COARSE ap r� OPTIONAL— (SEE PARTITION TITIO ®®®®®®® SAND Ota BE LOm NWALL y, GROUNDWATER WIDTH=67 - SEE LOCAL REGS. a FOR OPENING REQUIREMENT WATER IN DEPTH EL. 17 W LU BROWN FINE U Z 7lS TANK LENGTH 1/3TANKLENGTM F HORIZONTAL STRUCTURAL REINFORCING SECTION N TOCOARSEcY W RIBS(FULL CIRCUMFERENCE) (� w TEST HOLE DEPTH 17' Ln HORIZONTAL STRUCTURAL REINFORCING RIBS GAS(TOP)ILIQUID SLOTI(BOTTOM) TOP Q (FULL CIRCUMFERENCE) -PASS-THRU SLOT INSIDE TANK SIDE HOLES D GROUNDWATER MIN. TEST HOLE INFORMATION LI_I Z — 4 TYPICAL) SCA I LE:NTS � O THREADED ACCESSy.D� D NQS LEACHING GALLEY NOTES z (L TANK SPECIFICATIONS OPENING �' R' G W zd°I.D.DIA-L) - THREE(3)8.5'X 4.75'X 4'EFFECTIVE DEPTH PRECAST CONCRETE LEACHING GALLEYS DESIGN CAPACITY TOTAL CAPACITY WEIGHT (Z TYPICAL) GALLONS LITERS GALLONS LITERS POUNDS - MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF GALLEY rr^^ W 1000 9780 1147 4a10 150 - MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE, MAXIMUM 24-INCH V 0 0 - TOTAL OF 300 SF EFFECTIVE LEACHING AREA,SCDHS MINIMUM OF 300 5F FOR UP TO 4-BEDROOM HOME O r^ Z °2 T''P MINIMUM SETBACK FROM BASE OF CHAMBER TO GROUNDWATER 3-FOOT. U�J LENGTH 110° W 797?TYP. r = TANK NOTES EXISTING SOIL CONDITION STATEMENT O O 1. Access at or above grade level must be secured against unauthorized access.Safety gratings to be installed below access covers. - SOIL TEST HOLE DATA FROM MCDONALD GEOSCIENCE DATED 5-4-20 18 SHOWING SW SOIL AT A DEPTH ROF 2. Tank is not rated for vehicular traffic loading. O 3. All resin used is compliant with ASTM D 1248 as required by CSA B66 and IAPMO/ANSI 21000.2007. 6'BELOW GRADE,GROUNDWATER ENCOUNTERED AT 14.0'BELOW GRADE AT EL. I.7'. � 1•-� �y ,� u J 4. Tank materia lof ons is HMW HDPE. LEACHING GALLEYS TO BE PLACED IN CLEAN SAND AND GRAVEL ONLY(SP,SW) I T \\w'/// U 5. Primary dimensions ere in inches 7 000 GALLON/MODEL RMT-7 OOOE - / 6. Minimum tank wallthickness is 1/4'. - SOIL CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN FIELD AT TIME OF INSTALLATION. Q 7. Labeling will include:manufacturer name,liquid capacity,date,maximum burial depth,and model number. - REMOVE AND REPLACE UNSUITABLE SOILS IF NECESSARY WITH CLEAN SAND AND GRAVEL FOR A 3-FOOT B. Riser cover er-Docontainsnot theter-following:iso6•x 3 warning: COLLAR AROUND GALLEY,EXTENDING DOWN INTO THE EXISTING ACCEPTABLE MATERIAL Danger-Do not enter-Polson Ges^-written in English,French 8 Spanish. (SP SAND). 9. Maximum burial depth from manufacturer is 36^unless specifically instructed otherwise by the factory. 10.Models RMT-760,RMT-10RMT-1260 and RMT-1600 are all certified to CSA and IAPMO standards. LEACHING GALLEY DETAIL NOTES S E P 2 8 2020 11.Models RMT-600,RMT-9000 a end RMT-1000E are compliant with CSA and IAPMO standards. SCALE:NT5 ROTH 1 000 GALLON SEPTIC TANK SCALE:NTS YJHLDPt TG DE T0'V,TJ C' %)CTj %10L]D z CIO (j] O m WM PR❑P, FIN, FLOOR 0 U O 12-INCH COVER MATERIAL SHOWN z _ EL. 16.5' +/— 15 EXIS, GRADE EL. 14.6' +/- MINIMUM 12-INCHES TO GRADE, MAXIMUM 24-INCHES TO GRADE EXIS. GRADE EL. 14.5' +/- EXIS, GRADE EL. 15,0' 15' W 0 0 U z 0 PROP. CI INVERT q-INCH PVC SDR35 IE: 13.3' — — (n co W W ® ® ®n� -4 ® ® ® ® ® ® ® ® EL. 13,5' MIN SLOPE .02'/LF ®�® ® ®�® ®�® ®�® ®�® P } — Z Q IE 13.05' IE 12.8' IIJG `nn ®®®®®®® ®®®®®®® u/ I4-INCH PVC SDR35 a ®®®®® P ®®®®®®® ®®®®_®®® O Z LU MIN SLOPE .01'/LF a ®®®®®®® I a ®®®®®®® Q ®®®®®®® I 1 0' Q lu — 10' ®®®®®®® II �I ®®���®® II (I ®�®®®�® II OL _ PROP, CO ON ROTH 1000 GALLON SEPTIC TANK W/BAFFLE BASE OF CHAMBER EL: 9.2' 0 x BASEMENT INTERI❑R W/ 12" RISERS ANDz L O O SAFETY GRATINGS (3X) 4' LEACHING GALLEYS W/4-INCH SDR35 CROSSOVER PIPES W m 6 Q Q MINIMIM 3-FOOT SETBACK FROM BOTTOM OF SYSTEM TO GROUNDWATER, 7.5-FOOT SETBACK SHOWN — 0 () O E Q 5� o 0 HIGHEST EXPECTED r r r r r r r r r rr HIGHEST EXPECTED GROUNDWATER EL 1.7' / Date:9-23-2020 GROUNDWATER EL 1.7' r r r r r r r r r r � r r r r r r r 0 Scale: NTS 10/ 201 30/ 40/ 50/ (SO/ 7 0 DESIGNER:TAO Sheet No. PROPOSED SANITARY EL_EVATI ❑N PROFILE HOUSE SANITARY ELEVATION PROFILE SCALE:NTS A5-13UILT 517E INFORMATION: L•P• -SUFFOLK COUNTY TAX MAP ID: 1000-25-1-4 COC, J I L.P. I -H.S.REFERENCE NO:R 10-18-0009 Q o/ ----------- -- -PROPOSED 3 BEDROOM HOME,NEW CONSTRUCTION ON VACANT LANDI,- -PROPERTY ¢P DWELLING -LOT AREA:os ACRE I,- C� DWELLING I -PROPERTY LOCATED AT 595 OYSTER POND LANE WITH 1 1 1.07 LF OF FRONTAGE r`�A g m well I I p I -ORIENT,TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK r !(I �1Lu 0 I I well r�.7113 I -ORIGINAL SURVEY PROVIDED BY:HAROLD F.TRANCHON JR.P.C.DATED 4-2G-2018 r ua `, LAJ 1 /i1 475 OYSTER PONDS LANE SCTM#1000-25-1-5 -SITE PLAN UPDATED BY ENGINEER ON 9-9-2019 FOR 5EPTIC SANITARY DESIGN PURPOSES ONLY. ' 2 I LAND N/F of DORRELL caDFREr -VERTICAL DATUM-NAVD'88 DATUM �i_n 10" " I IMPROVED-PRIVATE'WELL I -NO SURFACE WATERS OR WETLANDS LOCATED WITHIN 150 LF OF PROPERTY. V" IG O I I I 560 VILLAGE LANE-SCTM#1000-25-1-11 -PRIVATE WELLS LOCATED WITHIN 150 IF OF PROPERTY SHOWN ON SITE PLAN. FO 09481 v '/,' LAND N/F OF MADELINE MCINTOSH ^C} �� �`pn 5 OYSTER PONDS LANE-SCTM#'1000- _I !re we I Y I 0.4'S IMPROVED-PRIVATE WELL M OFO LAND N/F OF REGINA ABERSMITH hyd I S 64°19'00"E 194.93 I , GENERAL NOTES: 1 IMPROVED PRIVATE WELL fC O.9 E LP IN REAR PROPERTY OUTSIDE 150'WELL RADIUI v I. EXISTING WATER SUPPLY,WELLS.DRYWELLS AND CE55POCL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS, ---------- (1 \ ----------- - HISTORIC MAPS,SURVEYS AND OR DATA OBTAINED BYTHE LAND SURVEYOR AND OTHERS. f� 1 G. 501L TEST HOLE DATA PROVIDED BY MCDONALD GE05CIENCE,DATED 5-4-2018.501L CONDITIONS TO BE FIELD VERIFIED I 14.1) dgE (1"•4) U L.P. L P. well AT TIME OF INSTALLATION. C 0) 271-111 7. PROPOSED 5ANTTARY SYSTEM DESIGNED TO PROVIDE MAXIMUM ACHIEVABLE SETBACK TO PROPOSED PRIVATE WELL AND C; O WELLS.G150 LF SETBACNEIGHBORING K TO ALL WELLS CANNOT BE AOCHILLS.NOTE SETBACK OF IEE,VED DUE TO EXI5T NG WELL LOCATIONS SURROURNPDIING DING PROPERTY. U-i d sell y` DWELLING 8. PROPOSED WELL 15 100+LF FROM PROPOSED SANITARY. NOTE 1 50LF CANNOT BE ACHIEVED DUE TO EXISTING PRIVATE / �J I Q driveway I PROP.ROTH 1000 GALLON SEPTIC V 11 WELLS AND SANITARY SYSTEM LOCATIONS SURROUNDING PROPERTY. - l J ____ TANK WITH BAFFLE WALL 9. SEE TECHNICAL REPORT DRAFTED BY HOMEPORT ENGINEERING FOR FURTHER INFORMATION. z 10. ONSITE UTIUTY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE WORK. 640 PILLAGE LANE-SCTMF,1000-25-1-12 W J yy •+J 24.7 " LAND N/F OF KAREN BRAZILLER 11. PROPOSED OVERHEAD ELECTRICAL SERVICE. G 2/07 I �j G,4R TE T HO `IO` 3 IMPROVED-PRIVATE WELL Q !_ a -------------- I rr n^ a PROF05ED SANITARY SEPTIC SYSTEM FOR UP TO 3 BEDROOM RESIDENCE: Q /(1 a V I PROP CFE:14. fc 1.1 E v, PROP"FUTURE _ 560 OYSTER PONDS LANE-SCTMo 1000-24-1-s t� 412 y � Gl EXPANSION GALLEY I. ONE(I)ROTH 1000 GALLON WATERTIGHT POLY SEPTIC TANK WITH BAFFLE WALL,RISERS AND SAFETY GRATING. W LAND N/F OF JOHN J DISPENZA CL 1 0.2 2. THREE(3)LEACHING GALLEYS EACH WITH 4'EFFECTIVE DEPTH AND CROSSOVER PIPING.TOTAL OF 3005F [� IMPROVED-PRIVATE WELL PROP ROP.(3X)LEACHING O LP IN REAR PROPERTY OUTSIDE 150'WELL RADIUS PROP FEE:16.5' GALLEYS EACH WITH 4' EFFECTIVE TEACHING AREA. ale /� � 1 V ROP IE:13.5' 1 1 EFFECTIVE DEPTH. 3. ONE(1)FUTURE EXPAN-91ON LEACHING GALLEY AREA. \" P O `tl 0Lij =r 2 ROOP P CO:ON 690 VILLAGE LANE-SCTM#1000-25-1-13 '1Z' Q LAND N/F OF W JANE FRIESEN W 120a,4a, 176-_6a1 I- z pro o DW B EMENT 1301p. IMPROVED-PRIVATE WELL GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: Q Z well I 150' RAD/US D ELS well I. BASED ON HISTORICAL DATA,THE GROUNDWATER IS 14'+/-BELOW GRADE. LLJ 19 - r�uj`LV 2. SANITARY SEPTIC SYSTEM DESIGNED FOR UP TO 3 BEDROOM HOME PER SUFFOLK COUMY DEPARTMENT OF I - 11 waterline (4 HEALTH STANDARDS(SCDH5). O (� Z _----------- Q N f wir Inc@fC N 3. SAFETY GRATINGS TO BE INSTALLED BENEATH SEPTIC TANK MANHOLE ACCESS COVERS. ►LJ n p' 4. SANITARY GRAVITY DRIAN PIPE TO BE 4-INCH PVC SDR35. O 680 OYSTER PONDS LANE-SCTMF.1000-24-1-6 I (1 .8� 'N ` 7.2 al tl fc 0• aI�I (18.0) 0- �1b� 5. THE SANITARY INSTALLER SHALL HOLD A 5CDHS LIQUID WASTE UCENSE. FLI LAND N/F OF SCOTT SUSAN NEILSON REVOCABLE TRUST I (1/")•9) VACANT L �` G. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE SEPTIC TANK. O a 7. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. O C ain link fence •O S `l-,2'$� 8. EXISTING SEWER LINE UPSTREAM OF SYSTEM SHOULD BE FREELY VENTED TO ROOF VENT. a as a -------------- g. CONTRACTOR TO CONFIRM INVERT ELEVATION OF THE SEWER LINE LEAVING BUILDING PRIOR TO THE START OF I prop. well relo&atlo 4 00 ar 198.26 ---- CONSTRUCTION.ANY DEVIATION SHALL BE REPORTED TO THE ENGINEER OF RECORD. 1 if necessary) 9 I 10. CONTRACTOR 15 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AND DEWATERING PERMITS AS NECESSARY -� VACANT I (• ry) I S O fc 0.4S I PRIOR TO INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. well �+ 750 VILLAGE LANE-SCTM2 1000-25-1-i4 Is 655 OYSTER PONDS LANE-SCTM#1000-25-1-3.2 0,6'W I L IMPROAND VED F PR VATE WELL LAND IF MP OVED T-JAMES PRIVATE WELL o I DWELLI G I I - I I L.P. I I I 0 m E00 VILLAGE LANE-SCTMN 1000-25-1-15 LEGEND Q /{\ U O LAWD N/F OF MARK AND ANDREA RIESFNFIELD CI-CA5T IRON LF-UNPAR FOOT V) IMPROVED-PRIVATE WELL LP-LEACHING POOL (1 Z CO-X1511 Ifi �Y ----------- I I MW-m NimuM CP-EXISTING SANITARY CESSPOOL rr nn" >- CTG-CUT TO GRADE O V Z DB-DOM11 UTION 5OX OWTS-ONSITE WASTEWATER TREATMENT SYSTEM EL-ELEVATION PT-PERCOLATION TEST W O z J EX-fXPAN51ON POOL 5CDH5-SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVICE5 I-- I Q/ W ---- EX15-EXI5TING ST-SEPTIC TANK NZ FFE-FINI5HED FLOOR ELEVATION TH-TF5T HOLE 00 GE W GE-GRADE ELEVATION V-VENT 795 OYSTER PONDS LANE-SCTM#1000-25-1-2 GPD-GALLONS PER DAY Y&-TYPICAL Z 1- we i LAND N/F OF MARJORIE E REEVES HE If-HIGHEST EXPECTED GROUNDWATER WM-WATER MEM U 1 I IL O IMPROVED-PRIVATE WELL VAOWT5-INNOVATIVE/ALTERNATIVEOWT5 O W W IE-INVERT M"ATION 790 OYSTER PONDS LANE SCT#1000-24-1-7 �ggyp. Q `® Eg�u 9f HEALTH LAND N/F OF KENNETH M NEWMAN I �"- ���� ® � ®il®9ldS��617®�®` �������� 1_ 0 O 0 IMPROVED-PRIVATE WELL I Iu VD SEE ATTACHED SPECIAL CONDITION PER€miT FOR 6APPRIOVAL OF C®6dmumom Fop A b Q 2 Q 0 I �N 0 Q GRADING PLAN ANDIOR PLOT PLAN S' OIo6E F'AmILv RESfM !ONLY � < I well O zo o I b I AFPROV I Scales 22-2020 1 :40 00 0 FOR11OUN OF 89DROGMS W) DESIGNER:TAO SANITARY SITE PLAN ------------- I EXPIRES THREE YEARS FROM DATE 4F APPROVAL Sheet No. SCALE: INTO SKIPPER'S LANE APPROVED IN ACCORDANCE WITH 8F ( STATE STREET ) i REVIEW DETERMINATION DATED 7r16MO TEST HOLE INFORMATION �� S A 0, G� FINISHED GRADE PERFORMED BY MCDONALD GE05CIENCE Q - � ELEVATIOW DATED: 5-4-2018 _ .G HORtZONTALSTRUCTURAL REINFORCING RIBS ISOMETRIC INLETPORT OUETPORT GRADE EL. 15.7 m cc (FULL CIRCUMFERENCE) GRADE EL. 15.7+/- GAS 5.7+/- T- e GAS(TOP)/LIQUID(SOTTOM) COVER MIN. 1' MAX. 2' GROUNDWATER EL. 1.7- -NTS- I ! PASS-THRU SLOT INSIDE TANK MOUTLETS O THREADED ACCESS OPENING J - I DARK BROWN \� 2TLD.OIAaTYPiCAL) (3TYPICAL) O LOAM vFo 09481'5 (�\ 1E uFnxc T BROWN t/ H4o'fY�'aIQAu ® ® ® ® SILTY SAND u� �ftf SMQ�P�. MULTI PORT LENGTH 11T WITH GRAVEL INLETS THREADEDACCESS THREADED ACCESS ,D (3TYPICAL) INLET PORTOPENING OPENwG OUTLET PORT OI0. 2P I.D.DUI. BROWN INV IN. INV OUT a ®®®®®®® FINE TO 40'LIQUID LEVEL e (SEE LOCAL R GS j ®®®®®®® COARSE (o WIDTH 62' � SEE ITION WALL RAGS.OPTIONAL- ®®®®®®® SAND GROUNDWATER FOR OPENING REQUIREMENT WATER IN DEPTH EL. 1.7 W W BROWN FINE U z 23 TANK LENGTH la TANK LENGTH ' HORIZONTAL 6TRUCTURALREINFORCING �E.�IOw N TO COARSE Z J RIBS(FULL ('� SAND LU j� W Ln HORONTALSTRUCTURALREINFORCINGRIM GAS TOP TEST HOLE DEPTH, 17' R (FULL CIRCUMFERENCE) PASS THRU SLOT INSIDE TANK /C\ 1 SIDE HOLES GROUNDWATER MIN. ' TEST HOLE INFORMATION � � v-J HOLES (4 TYPICAL) O SCALE:NTS CESS 2p°� a` LEACHING GALLEY NOTES THREADED W a- } TANK SPECIFICATIONS a _ / z DESIGN CAPACITY TOTAL CAPACITY WEIGHT RTYPICOAL)L) THREE(3)8.5'X 4.75'X 4'EFFECTIVE DEPTH PRECAST CONCRETE LEACHING GALLEYS Q �/ GALLONS I LrrERsGALLONS LrEas PDUNDs - MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF GALLEY rr^^ W +oln 3_ +taT a3co aso - MIN0111 1 111 1 4% IMUM BURY DEPTH OF COVER 12-INCH TO GRADE, MAXIMUM 24-INCH V ° - TOTAL OF 300 5F EFFECTIVE LEACHING AREA,5CDH5 MINIMUM OF 300 SF FOR UP TO 4-13EDROOM HOME 0 42S7YP. MINIMUM SETBACK FROM BASE OF CHAMBER TO GROUNDWATER 3-FOOT. v\J W 797Q'TYP.TANK NOTES NOTES � LENGiH-tt� EXISTING SOIL CONDITION STATEMENT m c 1. Access at or above grade level must be secured against unauthorized access.Safety gratings to be installed below access Covers. - 501L TEST HOLE DATA FROM MCDONALD GEOSCIENCE DATED 5-4-2018 SHOWING SW SOIL AT A DEPTH ROP O O 2. Tank is not rated for vehicular traffic loading. 3. Ali resin used is compliant with ASTM D 1248 as required by CSA 666 and IAPMO 1 ANSI Z100D-2007. 6'BELOW GRADE,GROUNDWATER ENCOUNTERED AT 14.0'BELOW GRADE AT EL. 1.7'. In 4. Tank material ofconstructionisHMW-HDPE. - LEACHING GALLEYS TO BE PLACED IN CLEAN SAND AND GRAVEL ONLY(5P,SW) U 5. Minimum tank thickness is 9000 GALLON/MO®E8.RMT-9000E SOIL CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN FIELD AT TIME OF INSTALLATION. Q 6. Minimum tank wall thicjmess is 1/4'. - 7. Labeling will include:manufacturer name,liquid capacity,date,maximum burial depth,and model number. - REMOVE AND REPLACE UNSUITABLE SOILS IF NECESSARY WITH CLEAN SAND AND GRAVEL FOR A 3-FOOT 8. Riser er- contains ter-following:i6'x3'warning: COLLAR AROUND GALLEY,EXTENDING DOWN INTO THE EXISTING ACCEPTABLE MATERIAL(SP SAND). 'Danger-Do not enter-Poison Gas'-written in English,French 8 Spanish. 0. Maximum burial depth from manufacturer is 36'unless specifically instructed otherwise by the factory. 10.Models RMT-750,RMT-1060,RMT-1250 and RMT-1500 are all certified to CSA and IAPMO standards. 11.Models RMT-500,RMT-900 and RMT-I RODE are compliant with CSA and IAPMO standards. LEAC N I N G GALLEY D ETA I L NOTES 5CALE:NT5 ROTH 1 000 GALLON SEPTIC TANK - m SCALE:NTS (� z (n O m ' W m PROP, FIN. FLOOR 12-INCH COVER MATERIAL SHOWN W Oz EL. 16.5' +/- 15' EXIS. GRADE EL. 14.6' +/- MINIMUM 12-INCHES TO GRADE, MAXIMUM 24-INCHES TO GRADE EXIS. GRADE EL, 14.5' 15' W O z z EXIS. GRADE EL, 15.0' z w PROP. CI INVERT 4-1NCH PVC SDR35 IE; 13.3' _ - ® ® ® ® ® ® ® ® ® ® ® ® W W EL. 13,5' MIN SLOPE .02'/LF IE 13.05' ® ® ®�® ®�® ®'9® ®�® ®�® } - Z IE: 12.8' ®I�®®®®® ®®®®®L�® ®®®®®®® I Iu' 4-INCH PVC SDR35 Q ®®®®®®® ®®®®®®® ®®®®�®® Z } W - MIN SLOPE .Ol'/LF / W 10' 10 Q - PROP. CO ON ROTH 1000 GALLON SEPTIC TANK W/BAFFLE BASE OF CHAMBER EL: 9.2' I_ () O O BASEMENT INTERIOR W/ 12' RISERS AND z SAFETY GRATINGS QX) 4' LEACHING GALLEYS W/4-INCH SDR35 CROSSOVER PIPES W m Q Q . f MINIMIM 3-FOOT SETBACK FROM BOTTOM OF SYSTEM TO GROUNDWATER, 7.5-FOOT SETBACK SHOWN z0) (17 O 5' S ' L 0 o HIGHEST EXPECTED r r r r r Date: I-22-2020 GROUNDWATER EL 1.7' HIGHEST EXPECTED GROUNDWATER EL 1.7' 0 / Scale: NTS 0 ' 10 2 0' 30/ 4 0 S 0' 60/ 7 0 ' DESIGNER:TAO Sheet No. PROPOSED SANITARY ELEVATI❑N PR❑FILE HOUSE SANITARY ELEVATION PROFILE SCALE:NTS LOT AREA = 21,815 SQ.FT. ( 0.50 ACRES ) D �� _ ��� I� D SEP 1 0 2020 BUMDING DFPra TOS ,4.T C-7'3`':TJ'BT+1fOLD S 64'1 9'00"E 194.93'- i� W rn Z o 0 A o � 0 W & 6 rn N N Z ca .0 N N 64'19'00"W 198.26' Do SKIPPER'S LANE ( STATE STREET ) THE OFFSETS (OR D(METNSKIIS) SH0vm HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPEC*IC PURPOSE AND USE AND THERE}UltE ARE HOT INTENDED TO GUIDE THE EREo M of FENCE& RErNNING WAIS. Pons. PATM JOB No. 18-65 FILE No. 1015F PLANTING AREAS.ADDITION TO BUILDINGS OR ANY OTHER OOP6IRUCIION. UNAURNORIZED ALMPAlM OR MWON TO THIS SUMEY IS A VIOtArON OF SECTION MAPPED FOR JACOB J. BOGDEN 7209 OF THE NEW YORK STATE EDUCATKIN LAW. GUARANTEES INOWEA HERON SHALL RUM ALLY TO THE PERSON FOR VMOY THE SUIS IS PRWARED•AND ON W BEHALF To TME ITTLE 0OWANr. GOVERMIENFAL SITUATED AT ORIENT AGENCY AND LENDING INSIITUMN USIED HEREON, AND To THE ASSK7 ENEESS OF THE LEWNG-INSTITIJIM GUARANTEES AM S SEMM GUI mg WmISFERABLE T°A°°rt "L a+ OR '°" snnnla� TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. COPIES OF TM'SURWY MAP Nor eEA=THE LAND suRvEYOR's I NKBD SEAL OR SCALE 1" = 40' DATE 9-2-2020 ENeOSSED SEAL SHALLNOT BE CONSIDERED M BE A VALID TRUE COPY. FILED MRP No. DATE pF NEWCERTIFIED ONLY Q a �Q i T RAtyC TAX MAP No: 1000-25-1-4 DISK 2018 ��. ® h° HAROLD F. TRANCHON JR. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, � NEW YORK, 1T792� HAROLD F. TRA sv� • LTC. No. . 2115- 631-929-4695 R��3 NN. LIC. No. 2115—E LOT AREA 21,815'SQ.Fr. ( 0.50 ACRES ) - 20-286 . _ .. �•• psi���f t D E"C - 9 2020 T. -0 v IV Pq UOLD fire well hyd :s •64 i 9'00"E 1`94.'93' -0.4'S� \ _ _ — fc 0.9`E hedge U � 1Q•-1 ^' ~ ►�I' a !v 24.6' 3 o ,ut• w 48.0' v e �fc 1.1 'E pole 6]., _C) N o N 3t �. !n N fc wire fence fc N p 7.7'N X 7:2'N fc 0.1 'N (n • chain'link fence :Q S 4.2'S'. N 64`19'00"W 198.26' / gar. O fc. 0.4'S well o 0.6'W 00 SKIPPER'S LANE ( STATE - STREET .) 12-8-2020 FOUNDATION LOCATION THE OFFSETS (OR DIMENSIONS) SHO M "EREON -FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND_USE AND THEREFORE,,ARE.NOT INTENDED TO GUIDE THE ERECTION OF FENCES, SURVEYED FOR JACOB J. BOGDEN RETAINING,WALLS,-POOLS,':PAnOS, JOB No. 18=65 FILE No. 10.15E PLANTING•AREAS, ADDITION TO-BUILDINGS-OR ANY OTHER CONSTRUCTION. UNALTTHOR12E0 AL7EFT/InON OR ADDITION TO THIS SURVEY.IS A•V10UlnoN OF SECTION 7209'OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HERON SHALL RUN ONLY TO'THE PERSON FOR WHOM'THE SURVEY-IS,PREPARED,AND ON HIS 8PQiF.To THE TITLE COMPANY,.GOVERNMENTAL SITUATED AT ORIENT AGENCY AND LENDING INSTITUTION LISTED HEREON, Aim TO THE ASSMEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIOi#L INSTITUTIONS OR SUBSEQUENT OWNERS. TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. COPIES'67 THIS SURVEY MAP NOT SURVEYOR'S ItNKED.SEAL OR SCALE 1" = 40' DATE 4-26-2018 EMBOSSED SEAL SHALL NOT sI0rtt¢%v3F_ OLID TRUE COPY.. •� FILED MAP No. DATE CERTIFIED LIQ v Cit.TRAf��o TAX MAP No. 1000-25-1-4 DISK . 2018,' .' ,,.�., HAROLD F. TRANCHON JR. P.C. r �fL-: LAND SURVEYOR Ir. P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, �® LAND 5 NEW YORK, 11792 HAROLD F. TRANCHON JR_ N.Y. LIC. No. 048992 631-929-4695 PENN. LIC. N.O. 2115—E LOT AREA = 21,815 SO.FT. ( 0.50 ACRES ) 20-286 ` 21-109 s SUFFOLK Co U N TY 0EPAI rhiENTOF HEALTH SER.V4ES APPROVAL OF CONSTR;€=0 4"v+'SfiRS FOR SINGLE€•AMIL'ti 0 E N{ut. .....................RIIM!M 69...................._ /+ S fl??a• 3 ..3g'.a At d IIF aupp?y k"F �s i in '?k T*4.." (-rn-.�ci,.at ssai'cr�.rLe^t€.:�k�r�€"p�ntt;tci e.t�ron.�ts n fo:. JIy �_vsYFa3i CP"<: v'vl`rgx°O :i:?sncelnn^c {� I fire well hyd 5 B4'19'00"E 194.93' 0.4'S fc 0.9'E hedge m i� _ U � grovet base n' dryweIt t drywe0 8'd10.x4'deep 9 8'd)a:x44'deep s7 g�. y9. a O 24.6' O g co � '.'''.'-.Q 4a.o N�� c � (� \fc 1.1°E fl Cu 1g-2L1 to,'—h 7' a 11.z' 5 iu.•�. . ..:.•,�' „ 10.2' pole A O covered a m m !g—ifl Qlg_g _M parch o o LI wd deck u7 /' Zl3o J b V Yy Eti well xo Sero io 4 �z 74 f&wire fence fe N i 1 7 7'IV x 7.2'N fc 0.1IN til chotn link fenc N s4> oo'w e • ' 1ss.2s' gar 0.6'W of au M NOTE: CESSPOOL, SEPTIC TANK, DRYWELL & WATER SERVICE LOCATIONS BY OTHERS. 7-30-2021 ADDED WATER SERVICE LUNE FROM SKIPPER'S LANE WELL TO HOUSE STATE STREET ) THE EXtlMCE OF MW OF WAYS AND aR Fz DAMM 5-17-2021 FINAL SURVEY OF Rte'W ANT'Nor SIOW AV.Nor° 12-8-2020 FOUNDATION LOCATION THE OFMM(OR'DWEN767t5)"M kIRM eRda TM M=M To THE PROPERN URS ARE FOR A,SPEofiO FWPOSE Fl ti USE AM Mrgmum ARE NOr WDM m wOE THE tmn"OF fmm RuhM waes Paas.PATWS, JOB No: 18-65 FILE No. 1015F UNAUSURVEYED FOR JACOB J_ 80GOEN 7200 OF elm ALTEPA71Wi M Nna7DN To THSuA SUmgl'IS h\1a,AiitOt+CF cnaN 7203 OF 7tff riLw YAC STATE.EOtIGtlbty LA1M. W AWMM HrAIm KOM WALL RUN ONLY TO Tg PM M4 FOR We4M THE SWW s FRIPAM.AHO ON xs aEreaF TO THE TMS,MM W.W4MWWAL SITUATED AT ORIENT AGENO'.MM MAW uanPAM t9M RVMK mm m Trm Assam=OF INE' OR � pnmOwmmaf "rs"°T tR '.rem T° tau`usntuRmet TOWN OF SOUTHOLD. SUFFOLK.COUNTY, N.Y.. cOm Cr Tres UMEY MAP war mva4 1AE LAw sumsms vwm wL on SCALE 1" = 40' DATE.4-26-2018 oaaossTv SFA,Sf All.HOT BE CON200 tL ro eE A Vl RHE COPY. FILED MAP No. DATE CERTIFIED ONLYTO <, TAX MAP No. 1000-25-1-4 DISK 2018 JACOB J. BOGDEN ULSTER SAVINGS BANK; ISAOA 1; HAROLD F.TRANCHON JR,P.C. FIDELITY NATIONAL TITLE INSURANCEt-cwh ANY LAND SURVEYOR P.O, 80X 616 1886 WADING FINER—MANOR RD.WADING RIVER, NEW YORK, IV92 HAROLD F,TRANCtiO JR N r. IC.No.048992 631-929-4695 N.:',., PENN.LIG.No.2115—E r LOT AREA = 20-286 SUBJECT`�0 COVENANTS RESTRICTIONS LIBER 21-109 7319 17 APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE(:4�9AILY RESIDENCY D �� /D79 H-S. Ref.No. R Y MAR 2 4 2022 Tha:s�rage � t water supply facilities at thia IcTa have besrT kmpe�d araor cert bythe Dapartment or other age aid bnd t® be sa%bdn OR ED� A A�UB� F, 3 � & TOWN OF SOUTHOLD q Craig Knepper, PE.S Chief fire well hyd S 64`19'00"E 194.93' 0.4'S fc 0.9'E -�- hedge U 0) w grave! base M drywell x drywell 8'dia.x4 deep 8'dia.x4 deep c 51• s9• n T0 N 24.6' O G- 6.5 50' 3 N GAR K3 e0' 59' q 4e.0' N - e © Ig-2� �fc 1.1'E OI Ll to porch 7' 10.2• 11.2' s pole � O covered °'- rn r-33 © I9-10 nIg-3 0 to porch o wd deck 1:4 46.0' PP N er seN�ce A N z well wo N fc wire fence fc N p 7.7'N x 7.2'N fc 0.1'NIF (n 4.O'S 4.2'S chain link fence/ N 64'19'00"W gar 198.26' fc 0.4'S 0 0.6'W ai DD NOTE: CESSPOOL, SEPTIC TANK, DRYWELL & WATER SERVICE LOCATIONS BY OTHERS. 7-30-2021 ADDED WATER SERVICE LINE FROM SKIPPER'S LANE WELL TO HOUSE ( STATE STREET ) THE EXISTENCE OF RIGHT OF WAYS AND OR EASEMENTS 5-17-2021 FINAL SURVEY OF RECORD, IF ANY. NOT SHOWN ARE Nor'GUARANTEED. 12-8-2020 FOUNDATION LOCATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WADS, POOLS, PATIOS, JOB No. 18-65 FILE No. 1015F PLANTING AREAS,ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR JACOB J. BOGDEN UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION �r 720/9 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HERON SHALL.RUN ONLY TO THE PERSON FOR WHOM THE -T SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT ORIENT j AGENCY AND LENDING IN5IT UTION LISTED HEREON.AND TO THE ASSIGNEES OF THE C LENDING INSTITUTION. GUARANTEES ARE NOT TRIWSFERABIE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. C `n r✓ OR SUB=UFNr OWNERS 9 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 4-26=201,8 EMBOSSM SEAL SHALL NOT BE CONSIDERID TO BE A VALID TRUE COPY a FILED MAP No. DATE CERTIFIED ONLY N`�/ ;9 ` rn y® TAX MAP No. 1000-25-1-4 CDISK 2:(A18 JACOB J. BOGDEN SRAivcx, ' P �,. ` e ULSTER SAVINGS BA0I�"K, SAoA � ° HAROLD F. T RA NCHON JR. F C FIDELITY NATIONAL �1 Q'INSURANC•€ p 0 PANYLAND SURVEYOR .,5M f I P.O. BOX 616 �,� A- 1866 WADING RNER—MANOR RD. WADING RIVER, 0430"' NEW YORK, 11792 N. LIC. No. 048992 631-929-4695 HAROLD F. TRArb�� � ?- N. LIC. No. 2115—E • S Fidelity National Title INSURANCE SERVICES,LLC D GOIG D TITLE NO: 7404-0090 SEP 1 0 2020 District: 1000 Section: 025.00 Block: 01.00 B�D�G DT01:171", UF 7r�Eg�p�� •OLD Lot: 004.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Jacob J.Bogden and his/her predecessors in title since prior to 4/1/1957 except as follows:. (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: August 26, 2020 FIDELITY NATIONAL TLE INSURANCE SERVICES, LLC JEAN UVA Sworn to before me this 20h ay of August, 2020 ,JOHNNY DUANE HALL N t Public NOTARY PUBLIC-SYME OF NEW YORK No. 02HA6234843 Qualified In Suffolk County Gommlaafon fixPlrea January 31.20 25 24 Commerce Drive • 111verhead,New York 11901 9 (631)727-0600 0 Fax: (631)727-0606 ,, Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-009088 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-025.00-01.00-004.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/1/1957. SUBJECT PREMISES: 1000-025.00-01.00-004.000 Nancy L. Griffen Liber 3001 cp 293 TO Dated: 01/22/1948 George R. Latham Rec'd: 10/04/1949 George R. Latham Liber 5442 cp 81 TO Dated: 10/26/1963 Robena K. Finlayson and Jean F. Brown Rec'd: 10/29/1963 Jean F. Brown and Robena K. Finlayson Liber 7226 cp 231 TO Dated: 08/21/1972 Jean F. Brown Rec'd: 08/24/1972 (premises and more) FIDELITY NATION TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DLWA 26th ay of August, 2020 ,JOHNNY DUANE HALL NOTARY PUBLIC-STATE OF NEW YORK o Public No. 02HA6234843 Qualified In Suffolk County My eoMMISSIon S piree January 31, 20KY-3- 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Elizabeth R. Coswell, as Executrix under the Last Will Liber 10095 cp 121 and Testament of Jean F. Brown, deceased Dated: 07/01/1986 TO Rec'd: 08/06/1986 Capucine De Vallee Capucine De Vallee Liber 10908 cp 525 TO Dated: 07/05/1989 Chantal Mace De Gostines Rec'd: 08/10/1989 Chantal Mace De Gostines Liber 11247 cp 347 TO Dated: 03/18/1991 Willa H. Godfrey and Durell H. Godfrey, as joint tenants Rec'd: 04/15/1991 with right of survivorship Willa H. Godfrey and Durell H. Godfrey, as joint tenants Liber 11737 cp 877 with right of survivorship Dated: 06/16/1995 TO Rec'd: 08/17/1995 Durell H. Godfrey Durell H. Godfrey Liber 12461 cp 6 TO Dated: 06/15/2006 CatBriarField, LLC Rec'd: 07/25/2006 CatBriarField, LLC Liber 12862 cp 947 TO Dated: 04/12/2016 Jacob J. Bogden Rec'd: 05/03/2016 LAST DEED OF RECORD FIDELITY NATIO TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN D VA Z; 6th ay of August, 2020 16 Public JOHNNY DUANE HALL NOTARY PUBLIC-STATE OF NEW YORK No. 02HA6234843 Auallfled in Suffolk County My eommltslon Spires January 31, 20Tr2- 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES NORTH: 1000-025.00-01.00-005.000 Paul L. Barra and Edith D. Barra, his wife Liber 3151 cp 542 TO Dated: 11/04/1950 Joseph F. Woglom, Jr. and Rita Cooke Woglom, his wife Rec'd: 11/14/1950 Joseph F. Woglom, Jr. and Rita Cooke Woglom, his wife Liber 4603 cp 486 TO Dated: 03/11/1959 Kenneth Godfrey and Willa H. Godfrey,his wife Rec'd: 03/26/1959 Kenneth Godfrey and Willa H. Godfrey, his wife Liber 9604 cp 369 TO Dated: 05/14/1984 Willa H. Godfrey Rec'd: 07/20/1984 Willa H. Godfrey Liber 11331 cp 507 TO Dated: 06/12/1991 Durell Hay Godfrey Berg and John Hendrickson Berg, Rec'd: 09/11/1991 husband and wife Durell Hay Godfrey Berg and John Hendrickson Berg, Liber 12463 cp 909 husband and wife Dated: 08/01/2006 TO Rec'd: 08/10/2006 Durel Hay Godfrey Berg Durrel Hay Godfrey Berg Liber 12748 cp 256 TO Dated: 10/09/2013 Durrel Hay Godfrey Berg, as owner and Martha J. Rec'd: 10/11/2013 Cocerill, as Life Tenant FIDELITY NATION TITLE INSURANCE SERVICES, LLC Swo to before me this JEAN DU A 26th ay of August, 2020 ary Public 30 DUANE HALL NOTARY PUBLIC-STATE OF NEW YORK No. 02HA6234843 Qualified In Suffolk County My eommisslon 6xPiies January 31, 20T%- 24 oT%24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title .n 1 , INSURANCE SERVICES,LLC Durrel Hay Godfrey Berg NKA Durell Hay Godfrey Liber 13043 cp 525 TO Dated: 10/25/2019 Matthew Stebbins Webb and Heather Majestic Webb, Rec'd: 01/09/2020 husband and wife, Reserving a life estate for Martha J. Cockerill LAST DEED OF RECORD PREMISES EAST: 1000-025.00-01.00-012.000 George R. Latham Liber 3415 cp 104 TO Dated: 07/03/1952 Darius L. Thieme, Tebea Hofmann and Melita Hofmann, Rec'd: 09/30/1952 joint tenants with right of survivorship Tabea Hofmann died on 01/02/1954. Melita Hofmann died on 09/04/1976 Darius L. Thieme Liber 11766 cp 878 TO Dated: 03/13/1996 Michael J. Braziller and Karen R. Braziller,his wife Rec'd: 03/21/1996 Michael J. Braziller and Karen R. Braziller Liber 12324 cp 515 TO Dated: 06/03/2004 Karen B. Braziller Rec'd: 06/11/2004 LAST DEED OF RECORD FIDELITY NATION ITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUkA 26`x' da of August, 2020 Not Ablic JOHNNY DUANE HALL NOTARY PUBLIC-STATE OF NEW YORX No. 02HA6234843 Qualified In Suffolk County My eommisslon ixplres January 31, 2�2 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 =' 1 Fidelity National Title f.f 1 f INSURANCE SERVICES,LLC PREMISES EAST: 1000-025.00-01.00-013.000 Agnes M. Platt Liber 3995 cp 142 TO Dated: 10/07/1955 Jean F. Brown and Robena K. Finlayson Rec'd: 10/1.7/1955 Jean F. Brown and Robena K. Finlayson Liber 7226 cp 233 TO Dated: 08/21/1972 Jean F. Brown Rec'd: 08/24/1972 (premises and more) Elizabeth R. Caswell, as Executrix under the Will of Liber 8562 cp 573 Jean F. Brown, deceased Dated: 12/26/1978 TO Rec'd: 01/05/1979 Chantal Mace De Gostines Chantal De De Valle FKA Chantal Mace De Gostines Liber 10891 cp 213 TO Dated: 06/30/1989 Richard P. Boardman and Judith B. Boardman,his wife Rec'd: 07/07/1989 Richard P. Boardman and Judith B. Boardman, his wife Liber 12043 cp 340 TO Dated: 05/09/2000 Edward T. Manning and W. Jane Friesen, his wife Rec'd: 05/16/2000 LAST DEED OF RECORD PREMISES SOUTH: 1000-025.00-01.00-003.002 Frederick J. Stoffel Liber 3315 cp 101 TO Dated: 01/24/1952 Antone J.Norklun and Eloise I.Norklun, his wife Rec'd: 01/28/1952 FIDELITY NATIONA ITLE INSURANCE SERVICES,LLC Sworn t before me this JEAN DU A 26th day f August, 2020 ,fOHNNY DUANE HALL NOTARY NoL1C-STAIE OF 02HA6234843EW YORE( Not P lic Qualified In Suftolic county 20�n My Commission w1res Janua31 ry 4!- 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Flax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC Antone J.Norklun and Eloise I.Norklun, his wife Liber 8926 cp 162 TO Dated: 12/03/1980 Milton A. Heitzman and Rosalind M. Heitzman, his wife Rec'd: 12/08/1980 Milton A. Heitzman and Rosalind M. Heitzman,his wife Liber 9589 cp 236 TO Dated: 06/20/1984 James J. Bogden and Sharon C. Bogden,his wife Rec'd: 06/27/1984 LAST DEED OF RECORD PREMISES WEST: OYSTER PONDS LANE FIDELITY NATIONAL T INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA 26`x' d y of August, 2020 N Public JOHNNY DUANE HALL NOTARY PUBLIC-STATE OF NEW YORK No. 02HA6234843 Qualified In Suffolk County My Commission Expires January 31, 201'5 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Co pti.anc@ Certificate ate Project Bogden-:resjd.ence Energy Code: 2018 IECC ,Location: Greenport, New York Construction Type: Single-family .Project-type: New Construction Conditioned Floor Area: 1,192 ft2 Glazing Area 11%. Climate Zone: 4''(5572`HDD)' Permit Date: Permit-Number: Construction Site: Owner/Agent: Designer/Contractor: oyster Pond;Lane Jacob Bagden Robertt'Higgins Orient, NY Robert Higgins Architect 50 Hidden Acres Path Wading,,River,NY 11792 631-208-3351 Compliance: 3.4%Better'Than Code Maximum UA: 319 Your liA: 308 Maximum SHGC: 0.40 YOur'SHGC: 0.30 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. Envel®pe Assemblies cavity Cont. R4 al Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 1,192 30.0 0.0 0.033 39 W4111:'Wood Frame, 16" o.c. 2,448 21:0 0.0 0.057 121 Window 1: Wood Frame:Double Pane with Low-E 260. 0.300. 78 . SHGC:030- Doo r .30Door 1: Solid 69 0.400 28 i ,:Ceiling is Flat;Ceiling„or.:Sdssor.T,russ 1,.12.1 30.0 0:0 -0:035 39 Ceiling 2: Cathedral Ceiling 85 30.0 0.0 0.034 3 Compliance Statement: The proposed building design,described' e i h .the building.plans,specifications,and.other calculations submitted with the permit application.The propose ui � ed t eet the 2018IECC requirements in REScheck Version 4.7.1 and to comply with the mandatory requ' a J1 ck Inspection Checklist. robert higgins architect G��C� 8/7/2020 Name-Title, i at Date t 019010 FpF N Project Title::Bogden residence Report date: 08707/20 Data filename: C:\SoftPlan\Projects\RJH JOBS\COMPLETED,New Homes\bogden Orient\res.chk.rck Page 1 of 1 i , 'Efficiency2018. IECC Energy 6 to Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 030 0:30 Door 0.40 atin &GOOlin- Heating System,. Cooling-System• Water Heater• 2 WIN Name: Date: T Comments r pag s ELECTRICAL ' INSPECTION REQUIRED DATB.P.# E: APPRO ED AS NOTED FEE: , 6 BY: NOTIFY BUILDING DEPAR AT Blower door 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: and ductwork 1. FOUNDATION - TWO REQUIRED testing required. FOR POURED CON!;':TETE 2. ROUGH FRAMING 9iDLUMBING 3. INSULATION 4. FINAL - CONSTRUC HON MUST BE COMPLETE FOR C.O. Mustrovide Manuals ALL CONSTRUCTION SHALL MEET THE p REQUIREMENTS OF THE CODES OF NEW D, J and S as per YORK STATE.,NOT RESPONSIBLE FOR NYS Energy Code DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF DRAINAGE INSPEMONS ARE REQUIRED NEW YORK STATE & TOWN CODES Contact TOS Engineering at 76s.156()before AS REQUIRED AND CONDITIONS OF Backfill,OR Provide Engineer's Certiflctjtier _ that the drainage has been Installed to ftdu V ; ARD J SO LU f$ N y S nFr All exterior lighting installed,replaced or repaired shall conform to Chapter 1.72 of the Town Code OCCUPANCY OR USE IS UNLAWFUL D0'NO.TPRCGEE��WITI�- WITHOUT CERTIFICATE 'F AMING'UNTILWAVEY, OF OCCUPANCY ® HAS g� PPRO ED. APPROVED. TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTPFPCATE OF OCCUPANC : SOLDER USED IN ,WATER PLllllB)f G; SUPPLYSYSTEMCANNOT ALL PLUMBING WkS t*. s,._-r a. :WATER LINES NEEb",", EXCEED 2110'OF 1%LEAD. t GSI EmRE COVERIiVd GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM Uninhabitable attics without storage 10 DESCRIPTION NUMBER AND TYP SPACING AND 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code;Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Inches Fuel gas code; Existing building code; Property maintenance code. Uninhabitable attics with limited storage 20 10 ALL CODES shall su erce;de the drawings shall be incorporated into the Bathtub (with or without shower head ITEM ROOF FRAMING p g p 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Balconies exterior and decks 4-8d BOX (2-1/2")OR Bidet 1-14 (exterior) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 2. Written Dimensions take precedence over scaled dimensions 3-1 COMMON Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR Floor drain 2 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 17. Metal flashing shall be installed were concrete abuts wood, Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen Sink (One or two traps, with Or 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. Without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub one or more compartments) OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ry ( p ) - Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. - 6 RAFTER TO TOP PLATE PP 9 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. ShOWerheadS and bodySprayS) 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 20 20 TOE NAIL 3-10d COMMON of 2000 pounds per square Foot. All Footings shall be 36"below rade Minimum. It shall 5.7 gpm and less 1-1/2 3-16d BOX OR p q 9 9 21. Vent dryers to exterior as per Section M1502 7 m U be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5. gpm p t0 12.3 gpm 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING Z TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 16d COMMON 1 with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" " w 24 O.C.FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 9 STUD TO STUD AND ABUTTING SPUDS AT 16d BOX r/ basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (.3-1/2"x 0.162" 16"O.C. FACE NAIL 6. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 10 BUILT-UP HEADER 16d COMMON " O Z an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, L/360 (3-1/2"x 0.162") 16O.C. FACE NAIL ALONG EDGES garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, TABLE R302.6 All Concrete shall conform to the latest ACI standards. hardwired and interconnected. DWELLING - GARAGE SEPARATION All other structural memebers L/240 11 CONTINUOUS HEADER TO STUD OR 4 8d COMMON 113 ) TOE NAIL W W Q Exterior walls with stucco finish 12 TOP PLATE TO TOP PLATE 16d BOX 3 1/2"x 0.162 16"O.C.FACE NAIL � J Reinforcement: Steel reinforcement shall comply with the requirements SEPARATION MATERIAL H/360 ( ) U Q 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 O of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END FROM THE RESIDENCE AND ATTICS 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2" Minimum yield strength of reinforcing steel shall be: 40,0000 psi(grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE Exterior walls-wind loads/flexible finishes LI140 ) JOIST(MIN 24"LAP SPLICE LENGTH W required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. ESS THAN 518"-INCH TYPE X GYPSUM EACH SIDE OF END JOINT) 0 CO R404.1.2(9). FROM HABITABLE ROOMS ABOVE THE GARAGE NOT L BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM HIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL - Q All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES OR BLOCKING(NOT AT BRACECWALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL 0 Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD LU O located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 15 BOTTOM PLATE TO JOIST, RIM J9iST,BAND JOIST 3 i 6d BOX 3 EACH 16"O.C.FACE NAIL Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance withNOT LESS THAN 1/2"INCH GYPSUM BOARD TABLE R802.5.2 OR BLOCKING (AT BRACED WA.L PANELS) 2-16d COMMON 2 EACH 16"'O.C.FACE NAIL I.L.. O v, to provide a maximum cover of 1-114 inches from the inside face. section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF 16 RAFTER/CEILING JOIST HEEL CONNECTION i� End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA TOP OR BOTTOM PLATE TO STUD 3-16d BOX 2-16d COMMON END NAIL 7 � O Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF L Based on R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SHALLOPENINGS IN GARAGE WALLS COPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM SLOPE SPACING 3-10d BOX W LLQ Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3 5ALLL INTERIOR WALLS SHALL HAV GYP UM BOARD SH ATHIING.OARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL Q Z wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX O wall and One#4 bar near the third points in the wall story. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 2 8d COMMON FACE NAIL p y roof assembly to the foundation. 7. Base design value for visual) graded dimensional lumber:Joists, studs Rafters and All NUMBER OF 16D COMMON NAILS g y g 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Cal Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 is"O.C. 5 8 10 13 Min. Flo for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 S 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better, Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels tn C Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 .� � �'0 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING °.o o 12 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 0 0 w(D - `o a-t a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or N °w -. PP P P• YP JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL o c o 5 2 a or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet s: 12 is"O.C. 3 4 4 5 21 4-8d Box °,2 ° _ ° ° N ° 3-Sd COMMON ".- c��� � o � � y m m b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 C.) All Structural connectors i,e.Simpson strong-Tie or USP, etc wall and ceiling finishes shall have a flame spread index:5 200 12: 12 16"O.C. 3 3 4 4 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON _ r F, w Erg) No 8 Wood screw PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6 O.C.TOE NAIL ��.o o °� o o '� � °o shall be Hot-DippedGalvanizedor Stainless Steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 16 inches 10 inches 8 inches a 2 °Y �, a L Y &attics shall have a flame spread index:5 25 based anchor with 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 2 inch embedment on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 23 2 1 od BOX m•N 2 c `o C>0'a ono c 3 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS BLOCKING TO JOIST 2-8d COMMON a"' o a a o r installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght EACH END _ _ _ LOCATED HIGHER IN THE ATTIC THE HEEL JOINT � ° °7 C a" m " Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index <450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4 16d BOX N �'�u m w �L c m Fb= 2 600 psi, Fv=285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies No 10 Wood screw 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL L a�c= N-0 o o 3 o E "Micro-Lam"Design Stress: E= 1.9, p p p 9 "Parallam PSL" Design Stress: E =2.0, Fb=2,900 psi, Fv= 290 psi &attics shall have asmoke-developed index:5 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 Inches H C / H r HEEL JOINT AJDUSTMENT FACTOR •o w c m 0•°m� "Anthony Power Beams Design Stress; E=2.1, Flo=3000 psi, Fv=300 psi 2 inch embedment on center on center on center ZS. SWIMMING POOLS. Shall conform to Section R326 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-isd COMMON ° `` = L= E �� o a 4-10d BOX AT EACH BEARING, FACE NAIL `���,N � ` M = 0 v w 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, lenght 1 / 3 1.5 `°2 �-`= ¢c 0° ° °' ° m c aE m ma ami o °w each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45 foot mean roof height. 1 / 4 1.33 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST H u N m iT � co E a•5 o a 3-16d COMMON shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 5 1.25 " Sill height of not more than 44 inches above finished floor, ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel, STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 28 LEDGER STRIP SUPPORTING JOSTS OR RAFTERS 4-16d BOX this section shall be posted near the electrical panel or water heater b the builder, c.Anchors shall penetrate through the exterior wall covering with to end not let length of EACH JOIST OR RAFTER,FACE NAIL opening of 5 square feet. P P Y 3-16d COMMON B. Minimum net clear opening height shall be 24 inches, not less than 2 inches into the building frame. Fasteners shall be located not less than The main electrical panel shall have reserved space for a dual ole circuit breaker 2-1/2 inches from the edge of concret block or concrete. TABLE CONNECTION 2-10d BOX 3" OR C. Minimum net clear opening width shall be 20". P P P 29 BRIDGING OR BLOCKING TO JG:^T ( ) RAFTER UPLIFT CONNECTION FROM WIND 2-8d COMMON EACH END, TOENAIL D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". d.Where screws are attached to masonry or masonry/stucco,they shall be attached (2-1/2P') from the inside of the: room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS,SUBFLOOR, WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C RCOF AND INTERIOR WALL SHEATHING TO FRAMING AND an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN J,� Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED �r.+RTICLE BOARD WALL SHEATHING TO FRAMING Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Glazed It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 SPACING OF FASTENERS EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.12.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new,existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 Z 5:12 <5:12 Z 5:12 BUILIDNG ELEMENTS OF FASTENERINTERMEDIATE ROOF SHEATHING stamped by a professional engineer if required by the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: PANEL EDGES SUPPORTS GABLE END WALL FRAMING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16" 30 O.C. 12 214 201 263 247 3/8"- 1/2" 6d COMMON 8d COMMON(ROOF) 611 SEE NOTE A 6" FLOOR( ,WALL) Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more-than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair,from a point directly above the top riser of a flight .a 6" DIAMETER -� Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to I I of 8 feet shall be permitted for opening protection.Panels s'nall be precut&predrilled to a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail. see code for exceptions. Refer to Code for grip size specifications. """' Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 112"STRUCTURAL CELLULOSI; 1-112"GALV, ROOFING NAIL 3" 6" O 16" 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30° ;"+ r , , "III", "IV", OR"V" 33 FIBERBOARD SHEATHING O.C. 36 469 438 538 547 W above the floor or grade below shall have a railing not less than 36 inches ; CD F- in height. Railings shall have Top rails and Balusters and Bottom rails that are °7 �' 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOS: 1-3/4"GALV. ROOFING NAIL 7" 7�� Q O g g REFLECTIVE RED NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed (� PANTONE#187 16"O.C. FIBERBOARD SHEATHING 04Z by the riser,tread and bottom rail of the guard rail at the open side of a stairway / 48 599 559 745 697co are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV. ROOFING NAIL 7 7 c'7 < Open sides of stairs with a total rise of more than 30 inches above the floor or F_ W grade below shall have guards not less than 34 inches in height measured / � W REFLECTIVE TABLE 507.9.1.3(1) 36 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7+' (D > < vertically from the nosing of the treads. ) U WHITE FIELD + DECK LEDGER TO BAND JOIST CONNECTION � w 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- EXTERIOR WALL WOOD STRUCTURAL PANELS U) opening is located LESS than 24 inches above the finished floor and GREATER 7/16" min. structural plywood JOIST SPAN TABLE R602.3 3 �..-^„4 � �;, Y p Yw CONNECTION TO RESIST WIND PRESSURES ( ) than 72 inches above the finished grade or other surface below on the exterior Panel, Attached to DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' of the building,the window must be provided with a window opening control device ~ j DESIGNATION FOR STRUCTURAL Frame In accordance WALL NAIL SPACING that compiles with R3121.2.2 Window Opening Control Devices. �� 1/2 DIA. LAG SCREW MINIMUM NAIL MIN WOOD WOOD COMPONENTS THAT ARE OF 1/2 DESIGN CRITERIA 30" 23" 18" 15" TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2"MAX.SHEATHING NAIL SIZE PENETRAT04 STRUCTURAL STRUCTURAL PANEL STUD "F" FLOOR FRAMING INCLUDING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE SPACING accordance with R302.11 thru R302.11.2 and Draftstopping shall be of the residential code PANEL SPAN RATING THICKNESS EDGES FIELD M Wind speed: 140 1/2"DIA.THRU BOLT installed per R302.12 thru R302.12.1 GIRDERS AND BEA S of New York State & 1/2"MAX.SHEATHING 36" 36" 34" 29" ` "R" ROOF FRAMING NO of stories: 2 8d COMMON NAIL .75 CH Fireblocking materials F1,302.11.1 shall be as follows: Mean Roof Ht: 30 ft 12'1"TO 14' 14'1"TO 16' 16' (2.5"X 0131") 24/16 7/16" OR 1/2" 16" O.C. 6" 12" 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 1"TO 18' 2. 1/2"gypsum board WINDOW UNIT Bldg Length per plan 1/2"DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance UNDER SECTION 602 OF THE BCNYS & 1/2"MAX. SHEATHING 13" 11" 10" with the 10 foot horizontal fireblockin in walls constructed using parallel Bldg Width Per plan W N 9 • 9 P GYPSUM BOARD FRAMING SPACING OF FASTENERS � CT rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 GYPSUM BOARD 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD bldg aspect ratio. 3:1 & 1/DIA.THRU BOLT APPLICATIN SIZE OF NAILS t4 & 1/2" MAX.SHEATHING 24" 21" i9" THICKNESS ORIENTATION TO MEMBERS TO WOOD FRAMING � � P1 �-' Nailing Sched: Table R602.3(1) FRAMING SPACING NAILS SCREWS � UL 263,for the specific applications U, Applicant shall provide engineered wood placard „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS on or adjacent to electrical meter box for I� Z field inspection. LEDGERS SHALL BE FLASHED 1/2 WALL EITHER DIRECTION 16"O.C. g" 1 g" v TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(i) 1 OF 17OUNDATION MATERIALS Residential structures with Truss type construction, CEILING EITHER DIRECTION 16"O.C. 7 12-16d COOLER NAILS H rad Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12" �'('� y M U CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration h-�-I -p P4 M ^a l TYPE"X" A 1-7/8"LONG 6d COATED NAILS OR o0 P f l N Refer to General or ane0 Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 ReEQUIVALANT DRYWALL SCREWS. „ GARAGE "O.C. 6 Sedimentary and foliated rock 4,000 psf shall be a6 �,_,'affixed on or adjacent to any electric box attached to the exterior fastener requirements. 5/8 BENEATHATH PERPENDICULAR 16SCREWS SHALL COMPLY WITH � � rq J-� Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection HABITABLE ROMS IRC SECTION R702.3.5.1 Sand, silty sand, clayey sand, silty gravel and clayey gravel ' �00 O t (SW, SP, SM, SC, GM and GC) 2,000 psf Where the ultimate design wind speed is 1)mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framiing shall be spaced 6 inches o.c. Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) O (CL, ML, MH and CH) 1,500 psf Where the ultimate design windspeed is gater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c,for U WIND DESIGN SUBJECT TO DAMAGE FROM minimum 48-inch distance from ridges,eats and gable end walls;and 4 inches on center to gable end wall framing. " ' "�•, a.When soil tests are required by Section R401.4, the allowable bearing capacities of the soil sl all be part of the recommendations. ° SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD SNOW WIND DESIGN WEATHERING LINE TERMITE FREEZING ANNUAL J '1 ' b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the site, the allowable bearing capacity shall be LOAD ZONE DEPTH �� �- a � tt ■ determined by a soils investigation. 20 LBS 140 NO NO NOM B SEVERE 3'-0" TO HEAVY 11 YES NO 1500 or less 52.1 IF! < 1 , M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. v�y O.[NYj The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. 1 0190.0N Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. y OF NE�`�.f i TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WAL-PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Outside Elevation Extent of header(two braced wall segments) [_ t• Extent of header(one braced wall segment) .. . CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING _ •_•_ OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG - - - METHOD WSP: EXTERIOR SHEATHING OF BRACED WALL PANEL PER TABLE R602.3(3)-FASTENERS 6" BRACED WALL PANEL BRACED WALL PANEL c_ Side Elevation I•I ON EDGE, 12"FIELD. INTERIOR SHEATHING o a) •I I•I I' PER TABLE R602.3(1).FASTENERS VARIES 2-16d NAILS EACH SIDE . . , • • • • fasten king stud to header with Min.3"x 11-1/4"net header Header • • • / 6-16d sinker nails .I I•I I 1 METHOD CS-WSP: shall occur at top of wall •I I•I /' AS PER TABLE R602.3(3) • • • • . . fasten top plate to header with •l ISI EXTERIOR SHEATHING ATTACHED 8d 6"O.C.ALONG 8d @ 6"O.C.ALONG p p y two rows of 16d sinker nails 3"o.c. @ TOE NAIL 3-8d NAILS Header shall be To late continuity is @ WITH 8d COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER fastened to the required per R602.3.2 .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL king stud with Braced wall line AT 6"O.C.ON EDGE AND 12" O.C. continuously sheated Minimum 40001b header-to-jack-stud •I 6-16d sinker nails INFIELD BRACED WALL PANEL Fasten sheathin to header with 8d common nails in 3 in. rid strap on both side of opening 1• BRACED WALL PANEL BRACED WALL PANEL X g g with 1/2"wood I• BRACED WALL PANEL BRACED WALL PANEL °, pattern as shown and 3 in.o.c.in all framing studs and sills structural panels BRACED WALL PANEL INTERIOR FINISH: _ P 9( ) opposite side of sheathing _ 1' SHALL BE MIN. 1/2"GYP,BD FASTENED 3-16d @ 16"OC ALONG - �' Minimum 40001b header to jack stud strap 3-16d @ 16"OC ALONG m = I (_D 1.1 WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH o �' on both side of 1BRACED WALL PANEL 3-16d @ 16"OC ALONG @ opening opposite side of Panel splice edges shall occur over WITH TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER m sheathing and be nailed to common blocking TABLE R602.3(1)FOR EXTERIOR WALL X Min.Double 2x4 framing covered with minimum portal- SHEATHING•I I,I within the middle 24"of the_ _ �� 1/2"thick wood strucral panel sheathing 9 9 g z -. .. ._• - J:I. : m c ^ ° le height. One row of 3"o.c.nailing rF CONTINUOUS RIM OR 4: CONTINUOUS RIM OR � � with 8d common nails @ 3"o.c,in all framing is required in each panel edge. 'I• I I END JOIST Lid Q I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST (studs,blocking,and sills)typical if needed LLI �S •I ISI i•i OVER AND BE FASTENED TO COMMON STUDS. 2'to 18'(finished width) HORIZONTAL PANEL JOINTS IN BRACED V Min Double 2x4 or I' WALLS PANELS SHALL OCCUR OVER 2-16d NAILS EACH SIDE 2x6 Kin &Jack stud O 7 1.1 per Table R602.10.5 panel sheathing L I I•I I• AND BE FASTENED TO 1-112"THICK � g 1/2"min.thickness wood structural w ,1 INTERIOR I,I 1� COMMON BLOCKING FULL HEIGHT BLOCKING Min double 2 x post 1•I' ADDITIONAL FRAMING No.of jack studs per SPACING I I 1. CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW ( ) yp• Table R602.7 1&2 Lv— FULL HEIGHT BLOCKING Min. 2 2x4 t I•I 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL ( ) ( ) 1 z 0 71 BRACED WALL PANEL @ 16"O.C.ALONG v I• BRACED WALL PANEL with 2"x 2"x 3/16"plate washer Z Q O .I ISI 1• 1 5/8"Diameter anchor bolt •I I•I I•I 2 X BOTTOM PLATE as per R403.1.6 '1 II 11 I .I I1 ISI I (2)Simpson STHD14 w strap tie holdowns '�//�•� •I I•I I•I 1• EDGE SPACING 6" concrete eedded t e eandnailed V J into framing • � _ . . 7 OR Simpson HDU2 W z O FIGURE R602.10.8(1) FIGURE R602.10.8(2) � BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN FASTENING REQUIREMENTS FOR PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING L— BRACED WALL PANEL AS PER FRAMING FRAMING METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS - FIGURE R602.10.6.2 W W 1 TABLE R602.3.(3) 2 3 in Z (D 3: ,.,-4 stud corner Simpson 4 _ " galy. x 20 gage m ° o H2A Stud To Rafter coil strap with (5) 8d common Connector _ Were the distance is SIMPSON H2A Simpson HDU2 between 9-1/4"to 15-1/4" nails in each end at each rafter. N at each Rafter. With with 6-Simpson Typical Metal OWINDO'\ HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o `�6° y Strapping braced wall panels „ PROVIDE@STRUCTURAL RIDGES m a oSDS 1/4"x2-1/2" at Openings (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field '� Each Rafter on Each side E o °o wood screws Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing s _ o fn NEn plywood sheathin of Ridge to have a Threaded Rod with Nuts P 9 shallg Schedule Dwg-1 a shall have Solid Blocking Sim son LSU skewable hanger = ° E- E @all Plywood Joints .;9.�� o'�, o o °' m � o 4-1Finger Tight plus 1/2 turn SIMPSON H2A a Y w Y with a wrench Solid blockingbetween at each Rafter. With 1-1/4" x 20 Gage Metal Coil1 to LE rafters attached to top (5)8d x 1-1/2" nails in Rafter i; o ° Typcial floor system plate with 8d nails @ 6"o.c. (2) 8d x 1-1/2" nails in plate Strap with (5)-8d common nails = ° a = y N w = alonglength of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs � _ _ � Comer Holdowns g ( ) Look Out Blocks r a c o o n panel. and window or door Header. Less than °° ° ° 0 o a _° "'°E -ons Typical each side and ALL Gable End Wall foRefer ertoipla s •�'.y m E °U) o y a windows and doors. a E a)-0 o Simpson HDU2 if required or Equal U o with 6-Simpson to 12" SDS 1/4"x2-1/2" RIM JOIST BLOCKING BETWEEN RAFTERS a BRACED WALL PANELS • 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & wood screws Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on this page. NTS NTS RAFTER TO RIDGE STRAP R802.3 ~ TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS TYPICAL HOLD DOWN WALL TO HEADER STRAPPING PROVIDE MIN,2X4 COLLAR TIES @ 48"O.C. LOCATED IN THE UPPER THIRD 4 BETINEEN 1ST & 2ND FLOOR C N.T.S. �` 7 NOTE; 8d COMMON NAILS ARE Q OF THE ATTIC SPACE AND ATTACHED 5 V 2-1/2" LONG Q TO THE RAFTERS WITH 4-8D NAILS nts EACH END 2X P.T. LEDGER; MUST BE ONE SIZE GREATER THAN DECK JOIST AND TREATED WOOD CONTINUOUS FLASHING NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH OMPOSITE RAILING PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND I 10D THREADED NAILS OR SYSTEM.VINYL RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS POST TO HEADER CONNECTOR ALL THRESHOLD CAREFUL L I I TOP AND BOTTOM RAIL see Schedule on DWG-1 AT 6"OCC. OU-ER THIRD CUT FLASHED&CAULKED TO tip of lag screw shall fully extend beyond I AND COLUMN COVER AND OFSPAN ONLY PREVENT WATER INTRUSION the inside face of the band joist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH EXTERIOR OR ATTACHED PER ;91 FOR CODE SIMPSON ABU POST12" in BEARING WALL GALV DECK HANGER MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS26 @ 2X6 c• SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS NOTCH GREATER SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST 2 1/2"GALVINIZED CARRIAGE BOLTS 1/4 JOIST THAN 60% AS PER MANUFACTURES DEPTH,MAX. CLEAR O S SON SD STRUCTURAL SPECIFICATIONS. CONNECTOR SCREW •MIN. _,,1/6 JOIST 0 (PERCENT)OF O 1/2"DIA.GALV BOLTS W! GRADE DEPTH,MAX. S W PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE - --"" - 2 X JOISTS I ADHESIVE ANCHORS:HIGH-STRENGTH 1l3 JOIST O � METAL TIE FASTENED ACROSS AND �'= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR DEPTH,MAX. N TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS USE WITH THREADED ROD ALLOWABLE LOAD PER TIE:840 LBS O Use 1-1/4" Metal N z NOTCH WITH 8-10D NAILS EACH SIDE � 2x RIM JOIST ATTACHED WITH Z_ MECHANICAL ANCHORS;SIMPSON NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR AND TWO WITHIN 24"OF EACH END OF DECK Coil Strap 20 Gage M Q (3)#10 X 3"WOOD SCREWS REAR14"DIA.CAST-IN-PLACE Solid sawn joist and rafter 12" Mln (5) 8d common nails 1- o � CONCRETE FOOTING,DOWN TOP PLATES •:•:�� OR R507.6.2 SIMPSON H2.5 AT TO VIRGIN SOIL in EACH END at W—I BLOCKING EACH JOIST FOOTINGS MUST (MIN 36BELOW GRADE) n otch i n q and boring n q I i m its. �� EACH Stud. 0 w (Qj IPE �r SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON " ALLOWABLE LOAD PER TIE. 1,825 LBS OVER BEAM SIMPSON BC UNDISTURBED FRONT DECK FOOTING 14"DIAMETER NTS 8d @ 6 oc Along Q W IU) NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH ° POST GIRDER SOIL BEAR FOOTING ON VIRGIN SOIL Braced Wall Panel MIN THREAD OF EACH END OF DECK: JOIST CONNECTOR (36"MIN.BELOW GRADE) PENTRATION FIGURE R602.10.8(1) FIGURE R602.6.1 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD OR HEADER CONNECTION t(7x. PORCHES & DECKS NTS WALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS SIMPSON ABU INSTALLED IN ACCORDANCE NTS TH 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS, 14 15 v WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 w Hot Di ed Galvanized Stra � Hot Dipped Galvanized Strap pp p STAGGERED with (5)-8d common nails with (5)-8d common nails w SEE TABLE 507.2 ivN 2 FASTENERS OWS at each stud at each stud TOP PLATES TOP PLATES Strap may be attached OVER the plywood OR directly to Strap may be attached OVER DECK STAIR Q the plywood OR direct) to @ OO p� O 5.5"MIN FOR 2X8* Studs. Studs. y 5"MAX 6.5"MIN FOR 2X10 STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12ct BORED HOLE MAX. DIAMETER 60% @ ' @ O @ N ~� (�� DIAMETER 40% (PERCENT)OF STUD -44 GRADE M (PERCENT)OF DEPTH n n 3-16d @ 16" oc Along o STUD DEPTH u 2"MIN LAG SCREW OR THRU-BOLT 5/8"MIN. 5/8"MIN /8"MIN. L " ' C Braced Wall Panel •° � '� TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4 MIN -lil=II `°` ' O x b N U =III=III = ; = ` - FIGURE R602.10.8(1) °o e° ' iv z_ NOTCH MUST NOT �=III=III n n N • ct NOTCH MUST NOT - 4 r- O ct EXCEED 25% EXCEED 40% o = (PERCENT)OF (PERCENT)OF n a a n STUD DEPTH STUD DEPTH •° •' CD At? 'P"Iv PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD Ch' O IF HOLE IS BETWEEN BORED HOLES SHALL E �_ \� •� H�(j ,� NOT BE LOCATED IN STRAPPING 40%(PERCENT)AND PER FIGURE R507.9.1.3 (11 co 10°x LENGTH OF STEP lv p •y C� BORED HOLES SHALL 60%(PERCENT)OF THE SAME CROSS - _ ° CAST-IN-PLACE FOOTING (� N NOT BE LOCATED IN SECTION OF THE CUT A lies to Gara a Wall and _ STUD DEPTH THEN SE NOTCH IN STUD * pp g - UNDER BOTTOM RISER THE SAME CROSS sruD MusT Be DouBLE DISTANCE CAN BE REDUCED TO 4.5" SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT ' OR NOTCH IN STUD SUCCESSIVE STUDS SPACING IS TO THAT OF REDUCED Slab on Grade Construction I=III-III AARE OUBLED ND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS a STAIR FOOTING DETAIL TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR NTS Qf9 WASHERS NOT PERMITTED) RAFTER FACE TYPICAL 'r,•"r�. r FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. i Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the MANUFACTURED LIGHT ENCLOSURE � p Full Thick Insulation way for access thin profile structural glued together see plan w/ ATTIC INSULATION ceiling line Exterior Fill entire Cavityto CONTINUOUS BEAD sheathing as draftstop and lay on plyw Od Batt Insul CEIING FRAMING Seal joint with OF SEALANT Sheathing eala subfl00r Insulation dams behind tub _ Tub attic hatch - R-val support NDn-combustable sealant Base late prevent loose-fill Typical Double Frame Attic blocking plate Yp equal to the Ceiling / insulation from exterior insulatio requirem access opening Sealant or �� OR GASKETED TO RIM CAULKED Sealed to Air Se I Continuous S�24UU wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access adhesive + __ __ at perimeter and seams. figid d blocking orr Sealant Pre-Fab Fireplace SILL PLATE INSTALLED 1" min Rigid ed around on Weatherstri InEXPANDING FOAM SEALANT a ab p OVER GASKER SILL g pp g Panel eal stairs Adhesi Casing�� Insulation. Air1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers 'ZI:SEALANT r edges `Pull-down frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase or foam attic hatch (see plan for size} AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL ED PULL-DOWN STAIRCASE CANTILEVERED FLOORS , ... DF2AFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING �� EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL C@ PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL11 ATTIC HATCH DETAIL TO BAND JOISTS ` I - This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products _ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Z Refer to Manufacturer for installation manual. R-50 Insulation r-.-sn Attic Smir Covrr W ENERGY NOTES . Eave baffle installed c a' -�-"" O Z 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall 9 P 9 Y adjacent to soffit and eave , 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the vents. Baffle shall extend over a ' Table R402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, "s' &"D°submitted at CO. W W The authority having jurisdiction shall be permitted to determine an the top of the attic insulation U Z _J energy efficiency program to exceed the energy efficiency required by this code. 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. i Z O TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater)using the (R402.2.3) W AIR BARRIER AND INSULATION INSTALLATION NYS mechanical code, ' efficiency, 2020 energy conservation construction code of NYS. manual J Manual , S & D submitted at CO. 2 x CJ W/ INSULATION �- COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS p g 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Soffit See W General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located OR HERS RATER i W Z O requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. DwgS Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. i Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. b Component. SEALANT zLL continuous air barrier. g p (P p )P Y p 11. (R403.3.5) Building Cavities (Mandatory) O Bireaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall W W scaled. sections N1102.2 through N1102.2.13 See Const. DwgS Q Z Cavity insulation All cavities un the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) rn 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. V installation density of the insulation shall be at the manufacturers'product P g P Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. �- recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1,2 or required by code official, O 0 each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. t . 00O maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth.Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of �s exists,the batt product will be cut to fit the remaining depth of the w = E cavi Where the batt is cut around obstructions loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ° o E N ty air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system °, �,0 m= o a shall be placed to fill any surface or concealed voids,and at the g g p P manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. o 7_:E-, o o f6 C U f6•.-• �, installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _= z °' ° " `� �° _ P N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy `'`� -- - ° 0 n °' 3 = `� ( ) Y Y t =w u n rn L s.sr o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN r_,;;.-.-� � � j ° � _ _" 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements .� o ° �, 0 o N : o 0 stapling installation tabs. ACCORDANCE WITH i °'- ` °.2 �' " C Y p g combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or 1 = n y Y aY o equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blockin HERS REPORT t�,.s 3 r'� ° hisulation that upon installation readily conforms to available space according to UL 127. 9 �-� «'"-. ? _.. _ _ 8 shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam C i 5 8 a N dcnsi recommendation. 8. R403; S stems: N1103.1.1 Mandato ro rammable thermostats shall be TYP. ROOF CONST. �, �, L = rounded for each separate lectin and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) r n _ = o 3 0 Ceiling/attic attic The air barrier in an dro ed The insulation in an dropped ceilin /soffit shall be aligned with the P P g g Y P Y P Roof underlayment -..� j y pp y pp g g" the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 x CJ W/ INSULATION I i �f r ;f o o.�-0 W ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg - . �* L •L,V = r= E � ° ° ce.iling/soffitslall be aligned with the air barrier. shall be max 70 F heating and 78 F Cooling. g ..:.::.:: AS PER DRAWINGS y t 8 _ insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. ;:':;:;: :;c-' ` 1°y ° - ¢ _ ° Co ° OR HERS RATER ,: ..,��,,�' ' = a�� � o � sealed. 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency c;+::r F 8 8 cu a m E a o 0- Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ p Diagrammatic. Duct locations drawings shall be provided b an approved third geographic location where the equipment is installed. Soffit see ' t 1 wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. g 9 p Y PP SEALANT ting the Ml "J", Ml "S" & "D" submitted at CO. Const. Dugs party usManual Manual su shall be sealed. 15. N1104.1 (R404.1) Lighting equipment (Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const, Dwgs 21 installed in substantial contact and continuous alignment with the air barrier. Windows, skylights TJ e space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS shall be sealed. TABLE M1505.4.3(2) Rini joists Rim joists shall include the air barrier. Rim joists shall be insulated. LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL t RATE FACTORSa, b Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain RUN-TIME PERCENTAGE IN EACH 4-HOUR above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor AREA TO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% cantilevered floors) framing cavity insulation shall be permitted to be in contact with the SEGMENT topside of sheathing or continuous insulation installed on the KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS underside of floor framing and extend from the bottom to the top of all. Factora 4 3 2 1.5 1.3 1.0 APPROVED WINDOW perimeter floor framing members. OPENING LIMITING BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be a. For systern run time values between those given,the factors are perriitted to be ❑ shall be covered with a Class I,black permanently attached to the crawlspace walls. INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. Lu vapor retarder with overlapping joints oN ~O taped. b. Extrapolation beyond the table is prohibited. Z Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or TABLE M1505.4.3(1} 1 WINDOW U) w Q unconditioned space shall be sealed. CONTINUOUS '' " :' AIRFLOW RATE 24" ❑ (36"IN IBC UNITS) 4 SPHERE CANNOT APPROVED WINDOW J PASSTHROUGH FALL PREVENTION U REQUIREMENTS DEVICE CONFORM TO Q W Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or NUMBER O F BEDROOMS compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS FINISHED FLOOR 1 HEIGHTABOVE insulation that on installation readily conforms to the FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. (5 ware feet) BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air,sealing shall be provided between the garage and n Airflow in CFM FLOOR AND GREATER THAN GRADE OR OTHER SURFACES ABOVE THE FINISHED BELOW ON THE EXTERIOR SIDE OF THE BUILDING.SHALL r Conditioned spaces. FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thennal < 1,500 30 45 60 75 90 envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: h+� Plumbing and Batt insulation shall be cut neatly to fit around wiring and 1,501 - 3,000 45 60 75 90 105 WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W ,.� N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. '-' C>1 3,001 - 4,500 60 75 90 105 120 TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO of installation readily conforms to available space shall � a � extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE ,--a Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 4,501 - 6,000 75 90 1 05 1 20 1 35 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 � nT� o exterior wall showers and tubs shall separate them from the showers and insulated. F-�-i tubs. 6,001 - 7,500 90 105 120 135 150 N1101.14 (R401.3) Certificate (Mandatory) H .-r �C71 t". M Electrical/phone The air barrier shall be installed behind electrical or � � -•+ r,.t � box on exterior wall communication boxes or air scaled boxes shall be installed. > 7,500 105 120 135 150 165 A permanent certificate shall be completed by the builder or other approved party and posted on a wall o in the space where the furnace is located, a utility room or an approved location inside the building. �' o HVAC register HVAC register boots that penetrate building thermal For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0404719 Where located on an electrical panel the certificate shall not cover or obstruct the visibility of the circuit boots envelope shall be sealed to the subfloor or drywall. O directory label, service disconnect label or other required labels. The certificate shall indicate the _ Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components ��RED AR sprinklers only C f sealed in a ki g or that is recommended by the such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; R� � H, hid, O manufacturer. Caulking or other adhesive sealants shall not U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results cvo ®`` ��'�y F� be used to fill voids between fire sprinkler cover plates and r N � walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. ;- covering the largest area. The certificate shall indicate the types and efficiencies of heating, cooling and service water heating equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," L IR ��NES as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING R406.1 Concrete and masonry foundation dampproofing. Except where required by Section R406.2 to be waterproofed, foundation walls that retain earth and enclose interior spaces and floors below grade shall be dampproofed from the top of BILCO OUTSIDE the footing to the finished grade. Masonry walls shall have not BASEMENT ENTRANCE 481.611 less than 3/8 inch (9.5 mm) portland cement parging applied to PROVIDE 8" CONCRETE WALLS AND 16"X8" the exterior of the wall. The parging shall be dampproofed in FOOTING TO VIRGIN SOIL, WOOD STAIR 15'-2" 11 7'-4" 26'-0" accordance with one of the following: AND BILCO DOORS SYSTEM INSTALLED 41.0" 11'-2" 1. Bituminous coating. AS PER MANUFACTURERS REQUIREMENTS. 2. 3 pounds per square yard (1.63 kg/m2) of acrylic modified cement. CONCRETE DIMENSIONS FOR BILCO SHALL 2x6 DECK JOISTS@ 16"oc 2-2 x 6 P.T.GIRDER 14"DECK FOOTING 3. 1/8-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C 887. BE VERIFIED IN FIELD BY CONTRACTOR SEE DETAIL ON DWG-2 I- 4. Any material permitted for waterproofing in Section R406.2. PRIOR TO POURING. z 5. Other approved methods or materials. BULKHEAD ENCLOSURES SHALL CONFORM DIRECT VENT FURNACE I _ _ _ _ W INSTALL IN COMPLIANCE ' _ " - - ' - "_ ' 'fl' TO THE EMERGENCY ESCAPE AND RESCUE W/RESIDENTIAL,ENERGY Exception: Parging of unit masonry walls is not required where DOORS AS PER R310.3 - R310.6 &MECHANICAL CODE I s'-s o >- a material is approved for direct application to the masonry. I 2x8 DECK LEDGER I c%) _ 0 Z i SEE DET. ON DWG 2 00 •------------------------------------------------------ Concrete walls shall be dampproofed by applying any one of W W the above listed dampproofing materials or any one of the "--------"'--------'--'----'--'----------------------------------- ----; (� Z waterproofing materials listed in Section R406.2 to the exterior M - 4. Z 0 24'-811 Z <( of the wall. •----------- $ x $.1 W J 0 ' U_ MAINTAIN REQUIRED SEPARATION t- --I--,- - --- - - DISTANCE FROM ALL HEAT o Q PRODUCING EQUIPMENTTO ' oo r^ WOOD COMBUSTIBLE MATERIALAS PER fes- CONCRETE FOUNDATION WATER-FROOFIN(S ; ; ; ; ' a STAIR MANUFACTURER'S SPECIFICATIONS C W Z 0 I 1 1 Ir co AND LATEST MECHANICAL CODE. I CODE SECTION R-406 ; ; U W IN AREAS WHERE A HIGH WATER TABLE OR SEVERE I 1 I -4-1-44 _ - o LL SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, Oo cV o Fr' z O I I _1 I -------------------- PROVIDE WATERPROOF MEMBRANE EXTENDED _ TYPICAL UNFIN. BASEMENT U_ x Q W Z 00 HDU2 1 I 4" CAST-IN-PLACE CONCRETE p FROM THE TOP OF THE FOOTING TO THE FINISHED N SLAB INSTALLED IN b (� C I-IOLDWN __________; ; ACCORDANCE WITH CODEXOOGRADE. THE MEMBRANE SHALL CONSIST OF THE •----- ----------- --------------------------- N 1 1 r ------------ FOLLOWING: ; SECTION R506 (2)ANCHOR BOLTS I 2-PLY HOT-MOPPED FELTS, 55 POUND ROLL ROOFING, IN EACH CS-PORTAL ;------ -------------------------------------------------- ---- L1J FRAME WALL ABOVE 1 21'-10" ' ' $'-4" 8'-4" 8'-011 ' 6-MIL POLYVINYL CHLORIDE, 6-MIL POLYETHYLENE, SECTION-SEE ; 8 OR 40 MIL POLYMER-MODIFIED ASPHALT. THE JOINTS - DETAIL 3 ON PG 2 I IN THE MEMEBRANE SHALL BE LAPPED AND SEALED ; DROP TOP OF CONCRETE _ M --- - •--- ---• AS REQUIRED FOR 2) 1-3/4"x11-7/8" LVL 6-- WITH AN ADHESIVE COMPATIBLE WITH THE I I ___ ______________ _ __ ___________ - ' _ 0'E SWING DOOR,SEE PLAN , T_ - _r_ M _�__ _ rn` o a o 0 WATERPROOFING MEMBRANE. SEE CODE SECTION ' ' FOR SIZE 1 T"----------------- p---I 'r-------------- °-'-, ------------ --,-- , `r aw E mw `ow R406.2 FOR EXCEPTION 1 I 1 I 1 I 1 I I 1 �� U C U N U T I I 1 1 - I I c c Z m ° u a=i rn m m I I 24-8 a ocD I I C = I I 1 .5 O d U O ID' Y a� N = o m•- � oc3 CODE COMPLIANCE STATEMENTS: I _ aY I I I I ' ' „ O L to.� �S = O Ell ' C UNEXCAVATED BRACE WALLABOVE I , � ; ; 8 2'»= o o o a a3i a L .4-,DROP TOP OF CONCRETE ' ' CONNECTION DETAIL I U) I I c° aoi " a _ 2 w N F 1. The windows selected for this project shall meet AS REQUIRED FOR TYPICAL GARAGE SLAB DET 2 ON DWG-2 � � I ; ; r t m N m =o E p J I I GARAGE DOOR,SEE PLAN 4" CAST-IN-PLACE SLAB , , TYPICAL cn o a = o o c o the egress requirements of R310. � -' " _ o g q ' ' FOR GARAGE DOOR SIZE W/6X6 W4.0 X W4.0 WWM ' ' O O ' p _ m o c a ur = o vi o 2. All windows shall meet Section R308 Glazingand C - - i i PITCH SLAB-1/4"FT TO _ ; ; I of I - °? ; ; o N ca `m E c Ci N 00 °° ' ' GARAGE DOORS -�, ' ' O O O i� I I W Z c ¢y c m = m o R308.4 Hazardous locations. v - ' ' 2)ANCHOR BOLTS ' ' O 1 O O 10 m c n E m m a I M I I � 1 m o 3. Windows were required shall meet the Window Fall N IN EACH CS-PORTAL N U- I^ e �CU a- P cm E a o 0. FRAME WALL ABOVE N I N I W I U) protection requirement R312.2. I I SECTION SEE o DETAIL 3 ON PG 2 ' ' ' ' `- ' ' X 4. Bathroom windows shall meet the hazardous I I N ; M glazing requirements as per R308.4 ' 2x4 FRAME AROUND ------- , 16"x6" STAIRCASE FROM FLOOR ' 5. Stairs, landings, railings & guards shat! comply I I ____ with R311 & R312 - ' PC PIER�P TO CEILING. TREATED SHOE I - PLATE AND GYP.WALL BID i F=: :e :------ _ __ --------- ' 6. Outside lighting shall comply with RE 3803.3 INSIDE FACE OF WALL MIN. ; s =t= (2) 1-3/4"x11-7/8 LVL - ATTACH RAILINGS.HANDRAILS _ ' 7. Stairway illumination shall comply with R303.67 ; ; ____ ; _: __:__= k_---____ C': and R303.8 34' -38"ABOVE NOSING. r____r__:t _ 8. Fireblocking shall comply with R302.11 thru R302.11.2 t r=:_}-- UNDER STAIR PROTECTION: i 1 •-- --• -- ---• .___ ___. _ ; 00 R302.7 1.2"GYP BD SHALL 9. Draftstopping shall conform to R302.12 thru R302.12.1 - ; ; BE APPLIED TO UNDER ; 3'-2" 7'-0" 7'-1�/" cn (2)ANCHOR BOLTS 1 I STAIR SURFACES. ' 10. Flame spread and smoke-developed index for walls i� IN EACH CS-PORTAL 3V2" and ceilings shall compy with R302.9 thru R302.9.4 FRAME WALL ABOVE 11. Flame spread and smoke-developed index for DE AIL03 ON PG 2 Co ; 1 I TYPICAL INT. FOOTING/COL i insulation shall compy with R302.10 thru R302.10.5 -------------------------------------------------"------ - --" 30"x 30"x 12"THICK i __ ' CAST-IN-PLACE CONCRETE 11. Recessed lighting fixtures rated for ;__________________________________________________________________ ( FOOTING&4"DIA STEEL U) membrane penetration shall meet ASTM El 19 1 ---- --- COLUMN and Fire Stopping as per ASTM E814 or UL 1479 ' _ ___ _ 0 0 ' _ w I g" Cn a l O O I Cn 12. Exterior Decks shall comply with R507. o 0 -' o � L n Of - o , I �, o O iv o I o al O LLI XX 1 1 U Po LL J N 1 IW M f M I I I N N ' LL ' I 1 N O Z r I I O X I C'') (n 8 ' bo co TYPICAL _ � Iii I I IHDU2 > 3-Corner studs 1 _HOLDOWN co ; ; < w 3-Corner studs U connected to \ 3-2X connected to _ I I transfer shear Framing members transfer shear g ��--------------------------------------------- ----------------- -------- 0 ( 2x10 DECK LEDGER load load SEE DET. ON DWG 2 DECK LATERAL HOLDOWNS I Y r.0 SIMPSON DTT1Z w/(6)SD#9 h®I T M� 2-16d Falls TYP. HDU2 2-16d Nails 6 0 U X 1-1/2"ONE WITHIN I W 24"OF EACH END AND TWO o 6" O.c. W/ (6) 1/4" X 2-1/2" SDS SCREWS Cl 6" O.C. 0 SPACED EQUALLY ALONG DECK ' TYP. HDU2 I 0 1 REFER TO DETAILS ON DWG-2 ~ Simpson 5/8" threaded rod HOLDOWN `V _W_ coupler-nut and SSTB I ----- - ____- 2 - 2x10 P.T. GIRDER—-� 0 24 sq COVERED I _ - _ - , I _ - _ -_ I - _ - 1 I anchor bolt thru-box and Preservative-treated PORCH FOOTING - __ _ * �' - - ' inbed into concrete 5/8" Simpson • • barrier required for SEE DETAIL - - - - I I - - - - - - - - - - - - ;- •---- •-- --• •-- --• •---- Q, foundation and framing. SSTB connectors in contact ON DWG-2 p: Preservative-treated Anchor Bolt with treated wood U barrier required forper manuf. Specs s'-$" 8'-$" 8'-8" connectors in contact with treated wood 221-611 26'-011 ol ►�--� �, TYPICAL SIMPSON HDU CORNER 1 11 � C� > M SIMPSON HDU2 HOLDOWN HOEDOWN ON CONCRETE 48-6 V b oo BOX FRAMING NTS NTS TYPICAL FOUNDATION - 8'-0" HIGH IN ACCORDANCE WITH CHAPTER 4 < A �/ TABLE R404.1.2(8): TYPICAL ANCHOR BOLT -R403.1.6 O MAKIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH 8'-0" WALL HEIGHT 8 8" CAST-IN-PLACE WALL WITH NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST FOUNDATION PLAN Q HORIZONTAL REBAR PER TABLE ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. RF RC R404.1.2(1) - SEE DWG-1 NOTE #6. 1. Walls 24 inches total length or shorter connecting offset braced wall SCALE: 1/4" = 1'-0" \�� Pt 3 olt ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, panelsshall in the center third of the f late secctinand shalnot l beer tatta atthan one ached adjanchor cent p i Mechanical Systems 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE braced wall panels at comers as shown in Item 9 of Table R602.3(1). (Fastening Schedule) THE MECHANICAL-HVAC SYSTEMS SHIELD, EXTERIOR DAMP-PROOFING, ALL SHALL BE DESIGNED AND INSTALLED 2. Connection of walls 12 inches total length or shorter connecting FOUNDATION FOOTINGS TO EXTEND TO offset braced wall panels to the foundation without anchor bolts shall be permitted. IN ACCORDANCE WITH PART VMECHANICAL 4. VIRGIN SOIL & BE FULL HEIGHT OR STEP The wall shall be attached to adjacent braced wall panels at corners as shown in Q FOOTINGS 1 V TO 2H . Item 9 of Table R602.3(1). (Fastening Schedule) 019Gi4 yQ OF PlL� r Plumbing Note: ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH PART VII Electrical Note: ALL ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH PART VIII A MINIMUM OF 75%PF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS. Mechanical systems 48'-6" ° THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH 22'-B" 26'-0" PART V&VI. �7_ ALL MECHANICAL SIZING PER ACCA MANUAL"S"BASED ON LOADS 5'-8" T-4" 7'-4" 5-8" 26'0" CALCULATED PER ACCA MANUAL"J" DUCT COMPLIANCE WITH MANUAL"D" -------------- ------------- z 3'-6" 19'0" T-6" R303.4 MECHANICAL VENTILATION. W DWELLING UNIT SHALL BE PROVIDED -------------- --------------- WITH ------------- WITH WHOLE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH ------------- ------------- ry ° SECTION M1507.3 z DOUBLE W Ljj U3 STUD AT TIE SIMPSON LFTA TW3046 TW3052 V z I TW3046 ( TW3052 --- WITH (16) 10D NAILS I \ 7 \ ( W J ALLOWABLE LOAD: 1,205 LBS I � SIMPSON LFTA SIMPSON LFTA � I WOO � vJ I FLOOR TO FLOG HD FLOOR TO FLOOR HD I STOV TYPICAL HOLD-DOWN BETWEEN ALLOWABLE ALLOWABLE (n FIRST AND SECOND FLOOR I LOAD: 1205 IBS LOAD: 1205 IBS I TILE FLOOR w z 0 N.T.S. I 5Yz° 11'-0" 13'-9Y�' S'/ I � � I Q 3/z" I o I z LL 73 w � 0 W I BEDROOM#3 BEDROOM #2 l � z 8'-0"CLG HT 8'-0"CLG HT o r n !n �j" I CO I TYPICAL M N V V J I Cl)o I HOLDOWN \ GREAT ROOM 7 0 > 0 cv HARDWOOD FLOOR 0 �— I � co N A41 °° r — — — — — -- — — — — — — — — — — — — — — To- 3+_0+' 2'-6" N I � _ AV o - 1 25'-1" E•° VENT CLOTHES DRYER ----- '----- S� 5/s" m O E co N C y M ------+ ' , 0 0 6._ N O IN ACCORDANCE WITH O I CHAPTER 15-CLOTHES � w�v o,E`oCc: aNi c vo DYERS EXHAUST. CD Co O C N O C fmd C --._ CL r - o� o u N rn v. c o cco o .mco � o `o �' m„ stack n �,15 f3 2/z' I PROVIDE WATER PROOF °' oLo 3'- /2 m V-0" 5'-0" �c9 PAN WITH CURB&DRAIN I I N accessco FA oN�l x o Y Y m y I co n!u) war � � 2'_6" �/1�� E-~I i 3 L o 3 �r » oo-- � o LU Of I LL IIUj ULS QII IIS I s 1 _ _ - Uj I � O / I ` i � c m u c o_ NN � Ol N. N O Q U_2 C m I ' IQ I I I HALL zo ° N IOU—E 2- < of N' ih �' i INSULATED SOLID CORE M t a c o `o o l 8'0"CLG HT % I i 20-MINUTE FIRE RATED DOOR. L '2; m m E m o rL cv IL —. JI N — — JI cv co / ' \ N ' STEEL DOOR, w o C• o c @ m•2 ' Cl) EACH WEATHER STRIPPED 4 LL B 2 z.E Z, r y a c 0 Cnc ROUGH FRAME ` ___ in N._._ ¢ U) C N C 47 O l I I FOR FUTURE I I S l O C" F-p m c a E m m m c' v w 30"X 30" WSIINSUL ( WI SELF CLOSING DEVICE. IE SKYLIGHTS STEP DNI T-1'/" 8'4Yi' o I a o t Cl) 8-0" 4'0" o D' i J Y w c L c m o .- N -----' _ O" �p F- U m co 0' F m E a� o 0 C14 _ I I _ QZD `'' — Unfinished 2nd Floor I N WALK-IN I F N co w w z + CLOSET Storage Only �' ® I _______________ - ; ; co o KITCHEN oma 9 y I N , i i �Y 314"PLYWD FLR I DN / bo I c' \ c° >w O I N _ '-6" a>' � HALF WALL 1 - o - ~O g W m ° ----- 22'-0" ------�- c� _ \ ° I o GARAGE _ DN ---- � w�w� N M DWELLING GARAGE �€N IN EYti N 2 p v m 2 0" N % I o ACCORDAONCE WITH 0 2'-4" M LL'S Y m I TABLE R302.6 I _ , ° I - — — 2'-6" I °� SEE DWG-1 FOR TABLE ---- ------ --------- - - - _-- _-_-_---- ------ ----_------_-- --- OST 2'-8" POST I ; INSULATE WALLS — ------ TIYP, _-- O TYP I .y c ; AREA COMMON WITH LIVING p �B/ 3'/z' PANTRYcj 5'/ ---- --- I RAFTER n' -- _ _ �17 BEARING o I 22'0'/i' __ `y iv �t --------- WALL l 5'/z" - c' ZV F® CLOS o i N 21-411 2,-6" O I I --------- BEDROOM #1 4+ p L — — — — — -- — — — — — — — — — — — — — — —I — - I 9'-6"CLG HT I L- - - - - — - - -- - - - - - -= -- TW3052 TW3052 s STUDY Cn p I a w 1 m > Lu C:) -------- -- o I ir z I UP 16R N o Ln N I I CD o o F- 0 Q 1'4" 25' 1„ 1,4„ a w J 5, 5'/z" co (D Cn B I - - – - - - - - -I - - – – - - - - - -\ I B N ¢ W v 8 `° - - - - - - - - - - - - - - - $ `� in ' — — I 8'-0" 16'-9Y�' j;�n 3%" h-- j % JN EEL TW3046 TW3046 - - - - – – - - - - – - - - — y I- -1 a TYPICAL RAILING �I 2x4 TOP RAILROO 1 - @ w I 4 2x2 BALUSTERS @ 4" cc I - x I 2x4 BOTTOM RAIL 4x4 POSTS @ 5'0" oc. sxs "_ 11' " PORCH POSTS ' "— — - — -- -- — — — — — —` - Z c ----------- ------------- R312.2 ---------- ~ R312.2 WINDOW FALL PROTECTION NOTE: 4'-5'/i' 14 8'-6'/2" 8'-6Y" 4' 2" EQUAL EQUAL '� TOP OF THE WINDOW SILL SHALL o BE A MINIMUM OF 24"ABOVE THE FINISHED WINDOWS EXTERIOR FRENCH & SLIDING DRS s'-o" 10'-6" s'-o" 4'-5Y" a'-s'i" s'-s'/" 4'-5'/�° �/ ,� o FLOOR AND GREATER THAN 72"ABOVE THE 26'° Plans indicates ANDERSEN series 400 Tilit Wash FINISHED GRADE OR OTHER SURFACES 22'-6" 26'-0" BELOW ON THE EXTERIOR SIDE OF THE Model Numbers and shall be In accordance with R609 O BUILDING. SHALL COMPLY AS FOLLOWS: To be designed & installed as per manufacturers q 2ND FLOOR PLAN A specification for 140 ultimate design wind speed ARC R312.2.2 WINDOW OPENING CONTROL DEVICES: SCALE: 1/4" = 1'-0" 9'-1" PLATE HEIGHT WINDOW OPENING CONTROL DEVICE SHALL $ and Table 301.2(2), 301.2(3) S Smoke Detector A D Provide HP LOW-E4 lass; U = .30, SHGC = .29 0 1ST FLOOR PLAN 8 N �' COMPLY WITH ASTM F 2000.THE OPENING g Carbon Monoxide Detector DEVICE AFTER OPERATION TO RELEASE THE AREASCHEDULE EGRESS: shall meet R 310 co Refer to DWG-1 General Notes SCALE: 1/4" - 1'-0" AUG' 2 5 2020 U U < DEVICE SHALL ALLOW THE WINDOW TO NAME AREA WINDOW FALL PROTECTION: shall meet R312.2 In accordance with Section 915 of the FULLY OPEN TO MEET THE CLEAR OPENING Substitutions made upon meeting Code. AREA SCHEDULE n AS REQUIRE TO MEET EGRESS R310.2.1 2nd FLoor Area 1192 sq ft. REFER TO DWG-7 FOR ROOF AND CEILING FRAMING 2020 IFC, R314, R315 of the Residential FIRE BLOCKING SHALL BE INSTALLED T �q 01 901 OQ See page one, general notes for additional code of NYS NAME AREA � �r=,,DEP']r. �y ; IN ACCORDANCE WITH R302.11 �C+F E code requirements. 1st FLoorArea 1192 sq ft. THRU R302.11.2 AND DRAFTSTOPPING 'l '' T�T�$OLD - PER R302.12 THRU R302.12.1 i i 12 12 . � 7 � � 7 12 7 � Topof P ate Topof P at_e— W -__- -- ___ ---- ROUGH -_ROUGH FRAME 0 z BO FOR FUTURE 00 -- 30" X 30"LE --- V z SKYLIGHTS z Q O pof S bfloor Top of Sub fl or— W To Topof P ate TopQf P 1fie_ (n 0 wCL � � 0 H W ry O C? o pWZ U) �. Topof S bfloor Top of_Si j bfl or— 'E6 r N N C Lop of Fo ndation Top of Founda on o Too 6.En EJODI ` w E y L)uo v o 0 m `o M- 0 ( C U 01 2.r U Y O I I I I I I I _ m o•� II II _ I II 1II UomN'0NC.N_NCi m� O0'33� 0 O U. UfON0�0_ �Y 3 Nd °° CO �ORIGHT ELEVATION . OR ELEVATION � U.a N0 N LNC O —O SCALE: 1 /4" = 1 -0" SCALE: 1 /4" = 1 -0" L � O N�z�0 ca _ 03 c- L otin9 — — — — — — — — — Top ofFoo nJ — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2ro� � _Tap_ofF — � n� � oyCE�N L Q7 O d C O - - _ _ - _ _ _ - _ _ _ ._ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ - _ _ _ _ - _ - _ _ _ _ _ _ O _E m m'O N ` J L J HUuUimcr HmEn.Eon 12 7 1 12 2 12 7 7 � 7 �. 12 � 7 _ _ CEILING HEIGHT @M_BR_ _ _ _ 12 --- - — o o I- 10 12 N O N z 10 `"' o _ _ _ W �i o o � c/) J c� > LL! U co cn Q cif U) Top of Subfloor Top of Plate � To lour— - - — Top of P te_ 6o 0 rim- 7c EnU ° Top of Su loor— w Z m11 E To of Found tion � BILCO p _ _ � � � •� M � DOOR tico ° _.. C) � � r N U I I I I I II I I I cz q 1 1 1 1 1 1 1 1 1 t � 'c � l I I I LEFT ELEVATION I I I I °° 1 FRONT ELEVATION 1 1 i 1 1 I 1 1 0 1 1 I I SCALE: 1 /4" — 1 -0 1 1 l I I SCALE: 1 /4" = 1 '-0" 1 1 I 1 1 1 ,�� kSD ARC . . I I I I I I I I I I I I I I I I �O�P� — — I — — — — — — — Top of Ifo ting_ CI — — — — — — — — — — — — — — — — — — — — — J L — — — — — J L — — — — — J L — — — — — J — C — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I— — — — — — — — — _ J — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — _ - `I 26'-0" 22'-6" 26'-0" --------------------------- I_. --------------------------- z W ry >7 I I w — -- W W 1 2-2x10 2-2x10I U I I 2-2 0 (2)1-3/4"x 9-1/2"LVL 2"2x10 Z SIMPSON LFTA SIMPSON LFTA J FLOOR TO FLOOR HD FLOOR TO FLOOR HD z ALLOWABLE ALLOWABLE I W O LOAD: 1205 IBS LOAD: 1205 IBS O O 0 I I — Zp OQ I I vJ V ;0 U U w z 0 cn LLj U � O I Lu U W LL U oi= � 0 -' 8'-0"CLG HT =�o c� Z z U v °x° I TYPICAL04 N Q uj w Z ao J Q X x N I HDU2 U U N HOLDOWN 00 x I -- — — — — — — — — — — — — — — — I 00 N N 8'-0"CLG HT v J T 1 I N I POST0 >' O 1 I 1 1 LVL I 1I I1 I1 I1 II II 2-2x10 2-2x10 TMP ______, TJI 560-16"- Floor Joists O. 16" oc ox W O N - I - - -2x10 RIDGE - - - - - - - - - - — - — - I N we my �- - : 1 1 1 130'x22"f0 o I o o mins x > � 5 w E O y O+C � °' rn� Qa° °' ° I I access♦ `� -' 2 1-3/4"x16" LVL FLUSH T'" o 0 o c ° cp I 2-2x10 N I " O BEARING WALL ABOVE a 0 E c t 0 0 to '-'0 >, 1-- —1 cD r- —1 - - - 8'-0"CLGHT I -------------------------------------------------------------------------- '0 c Z a ° ( ? c m m f I I �I � W (I 'I F- I CJ 1 / , \ I ; P ST LVLT 2 2 2 t3 ° m °m i ♦ U .0 c C N O r - - ir U r — — 3-2X6 c .0 y m 2 w 0'•2 Y `0 m,N2Cco ca 0- 0c3 H U1� I1 � Q if �, u- °x ' ♦ o C O LVL cnO �Y >n = aY ; 0 u` w ci 0 BEARING N I o� �i�, �� o L __ _ J L _ _ J N I WALL N u- �/ 1 f\ I _ _ v ' I a^-' c.. m 00 w ROUGH FRAME N - I 8'0"CLG HT v o ° 1 LL �\ ( N N a1 vca•Z' m �' s a c' LL `L, m� ♦ CD oo m ca/, m.c0 N N FOR FUTURE a I -____ L s•c U@ h ro-No-•3 o f 1 I O .J 30"X 30" I � I -0 c I t I SKYLIGHTS I o w \ - ------------------- U ' o c�-o w c°a� �•° co " U� I «. i L'- �D c r= E 2m o a o N 1 1 1 1 v I 1 U �,, \/ 8'0"CLGHT c� i o U I I o o B�.n E m 0 m 0 c=i of ` POST w cn�w ' N is O ---- '6 N aZi:c Q c d c m o x - -- - —I- — - — - — - — - — - - — - - - c- O o 7 , , v L c a E m Nom O v v ABOVE I - 8'0' CLG HT I I 1 c= ( )2 1-3/4"x 16"LVL STRUCTURAL RIDGE BM F LL �' 0 0 0 o c .c c 0 V PO 4 I- 0rnm � F- mEa._ 0a C? X I "' OVE � z� 1 \ I �° - ------------------, O I 1 c� ♦- J J ♦ V 1 I N I v Unfinished 2nd Floor N 1 1 00 x w N U I I I f1 / \ 1 1 Storage Only (p N _ DIV _ to LL FLUSH 1 x ao 2-2x 0 � M 1-3 x16" LVL LU Lm� - — — -- -- ---------- - - - ------- ---------------- CO (COST POST I x 7'Y _ - _ I � � ___-_ BEARING LL ABOVE 3-2X6 ^ --- ---- 3-2X4 N I/' ----- -- TYP ' I v POST \/ I POST RAFTER LVL a LVL ------ ' I BEARING 1 I /\ I --- -- WALL :L I I _ __________________. _____ __ N I ------ N ' ___ .- 2-2x10 .— — — — — — — — — — — — — — — — — — — — —1 — --- `X I 1 1 - -- --- 22x10 - - - ---- Of ----- -- I -- 2x10 RAFTERS n.16"oc I 2x10 RAFTERS (cb,16"oc 1 I - ----- I } 2x8 CEILING JOISTS @ 16"oc ' 2x8 CEILING JOISTS @ 16"oc - _ 2x4 COLLAR TIES @ 48"oc I 2x4 COLLAR TIES @ 48"ocI c/)' " 9-6CLGHT , 9'-6"CLG 1 '-4 = r ONTINUOUS RIDGE VENT WOOD DECKING ON TOP OF RIDGE BOARD R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED 1-1/2"X P.T.BOARDS RIPPED TO 802.3.2 COLLAR TIES BITUMEN SHEET USED IN PLACE OF PROVIDE A LEVEL TOP SURFACE SHALL BE NAILED with 4-10d NORMAL UNDERLAYMENT AND BOX NAILS IN ACCORDANCE EXTEND FROM THE LOWEST EDGES OF EPDM ROOFING FULLY ADHERED TO WITH FASTENING SCHEDULE ALL ROOF SURFACES TO A POINT NOT TYPICAL ROOF CONSTRUCTION 5/8" MARINE PLYWD SHEATHING LESS THAN 24 INCHES INSIDE THE INSTALLED PER MANUFACTURERS Class AAsphalt Roof Shingles w/ EXTERIOR WALL LINE OF THE BUILDING. per fasteners manufacturer's specification INSTALLATION DETAILS AND ON ROOFS WITH SLOPE EQUAL OR GREATER p p SPECIFICATIONS. 12 2x4 CT @ 48"oc 12 THAN 8/12,THE ICE BARRIER SHALLALSO BE and 2020 NYS RESIDENTAIL CODE APPLIED NOT LESS THAN 36"MEASURED ALONG Ice &Water barrier as per section R905.1.2 2X DECK JOISTS RIPPED TO SLOPE THE ROOF SLOPE FROM THE EAVE EDGE OF THE DOWN 1/4"/FOOT MIN TO END 7 7 BUILDING (Note: Double underlayment is required for Roof slopes between 2 on 12 and 4 on 12) RAFTER/CEILING JOIST HEEL ATTIC JOINT CONNECTION 12 R-30C BATT V-4" span Iragedsstrucpural With 1/2" exterior grade SHALL BE NAILED INSULATION p plywood Sheathing, TOGETHER 12 WITH TABLE IR 02.50RDANCE 7 Schedules & Strapping R806.3 Nail to framingin accordance Fastener FIN.ROOF CONST MIN. 1"AIR GAP (SEE DWG-1 FOR TABLE) BETWN INSULATION Flashing per R905.2.g per detail sheets}. Z FLASHING& 4 COUNTER FLASHING WITH R TO SN H2AAT EACH —Top of Plate_ LU AND SHEATHING INSTALLED PER RAFTER TO STUD. TYPICAL SOFFIT CONSTRUCTION. MANUAFACTURERS \R-30C BATT R802.5.2.1 LAPPED JOIST o f INSULATION LAPPED NOT LESS THAN 3". 16" overhangs-typical �+- " SPECIFICATION Ln FLASHING& SHALL BE NAILED 16d 6" Wood fascia &6"Wood rake boards. O Z COUNTER FLASHING COMMON NAILS IN ACCORDANCE Trim in aluminum or use"azek" or equal INSTALLED PER WITH TABLE R802.5.2 ON DWG-1 Metal drip edge per R905.2.8.5MANUAFACTURERS W W SPECICATIONS °' WALK-IN HALL Fully Vented Vinyl Soffits 0 BEDROOM #1 CLOSET BEDROOM #2 °° z Z J 2X4 BLOCKING R-21 BATT TYPICAL EXTERIOR WALL INSULATION 2x6 Doug-Fir Wood Studs @ 16 oc. W J = ENGINEERED Double top Plate and Single Sole Plate. 2X4 @ 16"oc �000S :1 1/2" exterior Grade- Span Rated 0 "- LVL PORCH BEAM SECTION -A 12 Top of ubfloor Continuous Structural plywood Sheathing. W SIZE SEE PLAN _ — Fastened per Fastener schedule. W Z O SCALE: 1/2" - 1'-0" 4 —To later tyvec House Wrap or equal. O 2X6 CJ @ 16"OC - Vinyl or Wood Siding as per clients selection ^^ W/VINYL SOFFIT'ON Lel. FURRING STRIP: installed per manuf specs and code. U- vENTs: Cont. load path strapping installed in accordance Z O WRAP HEADER IN with drawings. Provide Fire Blocking in accordance W W P3103.1 ROOF EXTENSION AZEK BOARDS VINYL SOFFIT ON W FURRING STRIPS ® ® ® ® with R302.11 & R302.11.1 and Z OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE Draftstopping per R302.12 & R302.12.1 THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. GREAT ROOM TYPICAL FLOOR CONSTRUCTIONQ -- O ROOF JL 4"VTR P3103.2 FROST CLOSURE: STUDY aiR80M 3/4" Plywood Span Rated Subfloor, m O WHERE THE 97.5%VALUE FOR Glued and Nailed in OUT SIDE DESIGN TEMP Is o DEG F accordance with the fastener schedule. OR LESS.VENT EXTENSION THROUGH Floor joists and Bridging as per Code. A ROOF OR WALL SHALL NOT BE LESS y c 2" _ 2„ THAN 3"IN DIAMETER. ANY INCREASE TYPICAL FOUNDATION CONSTRUCTION o o a,.N In Top of ubfloor m:- a E IN SIZE OF THE VENT SHALL BE MADE - -, NOT LESS THAN 1 FOOT INSIDE THE ( in accordance with chapter 4 0, o� 11 THERMAL ENVELOPE OF THE BUILDING. S Top of Fo ation 3000 psi Air Entrained cast-in-place concrete =? € _ °o 3 3 1 1/2 1 1/2 1 1/2 ;1 1/2 ; 1 112 1 1/2� j — - - — wall on cast-in-place Concrete Wall Footing per � .Z a) 0 8 C �, Cc MC 1 1/2 2 R 30C BATT c o . WASHER i INSULATION t R403. refer to Foundation Plan for footing size& -E g N m o ID ;Tor o � _ W� GIRDER d, thickness. Concrete Horizontal and Vertical G A = 0•F, 0 o N 0 0 j 2 2" moa Floor ` - �W - : ® ® > " ' Reinforcement per Chapter 4. & gen note #6. a= 8-1:1 m Y Y 3 Damproofing per R406. 2-2x6 approved 0'F�, 0 3 r = _�o JC 40) � 0 2ND FL. �� 2 8 @Q � a �� 2, Drain ,. '. �,a °� 3 UNFINISHED treated Sill Plates Sill Seal And Termite shield per 0ul 2.. 3„ 3�� 2.. TYP.DECK GIRDER �' `' o a� _ a� Y m SEE DETAILS TY .DECK LEDGER BASEMENT Section R318.Anchor bolts per Foundation Plan �, Y o o 2 3 ON DWG-2 SEE DETAILS i and R403.1.6 o B 0 3" �� _ �� ONDWG-2 p. b. moc °� 4) U)`o - 13n `� 2'-0" •, r •. a .?- c U = - 2 INTERIOR WALL FINISH 0 N = E " .♦ Ji •1 L U f0 Provide 1/2 G sum Wall Board on ceilin s �, -_ a _ 0 0 Bottom of deck Yp 9 m 0 L, • TYP.BASEMENT SLAB pier Footing and walls except basement walls & cl s- unless t _ " " �i lr_, " e; �'id a; P g P g 1- L) ui m Cr I- CID rL o a 1 1/2 3 ; 1 1/2, 1 1/2 1 1/2 36"below Top of ooting— DW •• •• •• • • •• •• — _ _ noted. Min 1/2" Moisture Resistant Wall Board on 2, Grade Minimum Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings 1 ST FL. n wet areas. .. SECTION _ /�A Provide 5/8' Fire Rated gypsum wall Board on walls 4" FAI 2and ceiling located as per code, manufacturers 3 CO 31 requirements and drawings. SCALE: 1 /4 = 1 '-0" 4" To a New Suffolk County STRUCTURAL RIDGE BEAM Approved Sanitary System PLUMBING RISER DIAGRAM typ. strapping per detail on dwg CONTINUOUS RIDGE VENT Add Simpson LSSU hanger Not to Scale @ structural ridge beam typical each side of the ridge INSULATION SCHEDULE Beam at each •01St. ' ' shall comply with Res-Check Top of Plate - — J insulation requirements of 2018 IECC Rx+C4Ca 46'w O O Location R-value Thickness >- 12 I ® �� I 12 Flat Clg * R-30c 8-1/4" ° I I 10 Vaulted Clg R-30c 8-1/4" Cn 10 I I Floor(unheated space) R-30c 8-1/4" I I Floor(outside air) R-30c 8-1/4" o LU CID I I Exterior 2x6 walls R-21 5-1/2" CN w O I I Floor above garage R-48 12" N o Z air seal walls to pass 3 air changes per hour C' N (n I I Unfinished 2nd Floor Above grade attic walls R-15 3-1/2" Q 12"HIGH All Glazing U = .30 SCGH: .30 W 00 o 6i Top of Subfloor @ HOUSE KNEE WALL I ► Storage Only Doors-less than 50% glazing U = .40 = � —� RIDGE VENT M Door-more than 50% glazing U = .30 SCGH: .30 (D w U SKYLIGHT Top of Plate -T Top of Subfloor _ ) ) ) )) )) )) )) )) ) )) ) )) ) )) )) )) )) )) ( Q o: � l ( l < C l C l ( l ( l ( l C l l C ) Top of Plate Other Specifications: Top of Plate Windows: US 0.30, SHGCS 0.30 - — — — • z 100% high efficiency lighting (CFL's or LED's) •5 3 air changes per hour ENGINEERED • Z All Ener Stara appliances FLOOR -49 BATT Energy pP i RIDGE VENT JOISTS ® ® INSULATION R403.6 Mechanical ventilation shall be provided that meets the requirements of section M1507 R-21 BATT INSULATION R403.7 Heating and cooling equipment shall beCID 00 sized in accordance with ACCA manual J by a certified third party rater. LLJ > *If part or the entire attic will be decked over with plywood, cj r- Top of Subfloor @ HOUSE W — - - — the ceiling joists must be deep enough in order to fit the rr ll p- Top of Foundation - — _Top of undation _ batt insulation so that it is not compressed. If not then _ - TYR GARAGE SLAB O PITCH TO DOORS Clg Jsts will have to be built up or upgraded to the next size. E•y [-� Q Z o ct PIP ►""� O o e, ao • N V O CZM b� b� �,c ROOF •` ;� DECK Top 2ftooting­ d. d: RE AR ' SECTION — B- 1�fi �cr �_ � ,► ROOF PLAN SCALE: 1 /4" = 1 '-0" SCALE: 1/8" = V-0" 019014 yOQ FOF N�` - COt1TItAJnligL� 9HE_THED BR4CEC'::�.LL UtJE BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 2-1 2-2 2-A 2-B BRACING METHOD TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP j ® CS-WSP CONTINUOUS SHEATHING HOLD- WOOD STRUCTURAL PANEL BRACE WALL LINE SPACING IN FEET 11.08 11.08 16.66 10,25 14.5 26 26 38 38 18 18 =ET..=o % / DO;:'u j DETAIL #1 ON DWG-2 F�'•,E. E=yc=_:�uF E IT DE:ICE ER-CED i.=.LL P=.NEL 4 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 27" 27" 27" 24" 24" 24" 24" C= _'•^ c=;,-=:;VILL LI',E END OF BR4CED'J:-.LL LRJE END CONDITION 1 END CONDITION 2 ® CS-P F CONTINUOUS SHEATHING PORTAL FRAME TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 5.4 5.4 7.66 5 3.6 23.6 11.4 8.6 8.6 4.5 4.5 DETAIL 43,DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c j ® GB GYPSUM BOARD 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 % BRACED WALL NOTES: 2. ROOF EAVE TO RIDGE HEIGHT 1 1.1 1.1 1 1.1 1 j �� j / % REFER TO DETAILS ON DWG7 FOR HOEDOWNS,STRAPPING, G, BRACED u.J 3. WALL HEIGHT ,95 .95 .95 .95 ,95 .95 .95 •90 .90 ,90 .90 ��j F..E WALL DIAGRAMS AND DWG-1 c'nr o _cep•,;. L F-t'EL „I.`, F==TE=: E= FOR NAILING SCHEDULE. ALL BRACED 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1,45 1.45 1.30 1.30 1.30 1 1 1 1 n/ ` y�';.Qf BP�C:C,'rLLL Lltl i:=yFA',EL WALL PANELS SHALL BE FULL-HEIGHT IOL >- ---Ec_re'e,r- L END CONDITION 3 END CONDITION 4 SECTIONS OF WALL WITH NO VERTICAL 5. ADDITIONAL HOLDOWNS r E. REQUIREMENTS OR HORIZONTAL OFFSETS. lT Return panel:24"for braced we" Lnes sheathed W,th 6. GYPSUM BOARD OMITTED W W wood st•uct:Jra': panels Q 32"for braced wa'I Ines sheathed With 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH 7. GYPSUM BOARD FASTENING ,7 U Z structural fibe,boa,d 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 3, BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7Z RESULT REQUIRED BRACED WALL LENGTH (FT) 7.5 7.5 11.6 7 4,9 20.4 14 7.75 7.75 4 4 � J O Distance D: 24"for braced we" lines sheathed with 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE / y wood structs"a' pane's SHALL BE OFFSET NOT MORE THAN 4 FEET. TABLE R602,10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 32"for braced wall Ines sheathed With 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 0 v) �- F,Era�,_E_ structural fibe•boa,d THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. - Q 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH PER PLAN BRACING LENGTH PROVIDED (FT) 8 10,1 15.33 12.25 6 27.25 20 12 14.5 16 16 END CONDITION 6 Hold-down 800 lbs ca;:acity fastened to the edge of the END OF A BRACED WALL LINE I W O O device: braced we'! panel c!cses2 to the come and 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y to the foundation or focr f�arn:ng below PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE (n R602.10.2.2 For$I:1 Inch=25.4 mm,1 foot-305 mm,1114-4.45Ne.Linear ladjustment interpolation shall r i permitted O b.The total adjustment factor is the product of all applicable adjustment factors. FIGURE R602.10.7 c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines END CONDITIONS FOR BRACED WALL LINES provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. W WITH CONTINUOUS SHEATHING ABBREVIATIONS; BWL=BRACED WALL LINE, Q BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL '^ CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION V I cn II " O O 18'-0" 4'-0" 41-011 1416"- 261-011 41-0 N 1 8'-011 4'_0'+ 1 1 Q 1 °? 1 4'-0" 4'-011 U ' �, C �I �I J I � � E.N a o I CS-WSP CS-WSP JIM m I 0° I CS-WSP m I CS-WSP Or co ) rf�^ L.L � o m o� o a1 CL 0 , SIMPSON LFTA SIMPSON LFTA , O O , , , Z. _ m o `o ;� (/) FLOOR TO FLOOR HD FLOOR TO FLOOR HD 1 o 0 o a o y o U Y U ALLOWABLE ALLOWABLE W ' m- 2 c `o m = n Y 0 o BWL 2-1 I LOAD: 1205 IBS LOAD: 1205 IBS I U ( I I U o o o o o °c m aUi I.0 L=L BWL 1-1 � C. - - =0 Z 0 1 1 1 U 1 c c a o t o � a - - - - - - - - - _ - - - - _T - - - - - - - - - - - - - - - - - - - -I-- - - - - - - - - - - - - - - - - - - - - - - - - -r- - - - - - - - - - - - _ - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - �N. - �. t Ln= c am y a o 0 3° o 1 1 , o a'�-0 a c a� E m c� o a �o� o I I I 41-211 81-011 I G`'L) N U M E y a� �(Dcmo 00 co t 1 1 I L o =-O = L C O a- N Cn C:) LVL T 1 1 I TYP I CS-WSP CS-WSP 1 1 C:11 N U TYPICAL I HOEDOWN - I- - - - - -- - - - - � - - - - - - - - - - �- 1 , GB METHOD , + J TABLE R602.10.4 BWL 1-2 00I I 7"O.C.AT PANEL EDGES I c� INCLUDING TOP AND I CL BOTTOM PLATES,7"IN FIELDEL (n _ I I ALL HORIZONTAL JOINTS I p ' X BLOCKED AND I 1 > ) d- FRAMING CONNECTIONS N W I I AS PER DETAIL 2 ON DWG 2 I U 00 U = W L o WW I I I G I 1 W W z (= fly Q N � I--------r---------' , , � ° C) M J � � � � t o I C:) 0 N w o CY) 1 1 Lu N U ------- -------- ' ' N Z I ° � z � I I N I M N I 1 z J 0 CD - H - ¢ - U o iii z rY > (D Ln --- --_= i --- I o Q U) CO CO - 1 1 cn ' 9 --------- ODU 1 r I a I L � I I -------- � - -- --- BWL 1-3 c - o - I I - - - - - - -- - - - - - ---- - - - - - - - - - - - - a - -------- - - - - - ---------- x - - - - - - - - - - - - - - - - - - - - - - - - - - - U v 1 L - I CS-WSP I CS-WSP CS-WSP ---------- , ( M CD CZ r- _--_--_ I I I -__-_____ - ' �, W > 71-4" 4'-0" ¢ Z BWL 2-2 1 _� BWL 1-4 � - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - I I M - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - � � .� � o - ' ' "'�3 00 ,� _ V) I I a i I �, o_ TYPICAL I a _ 0- o 'S C o o c HDU2 J U I I U I I U HOLDOWN I U O CS-WSP I CS-WSP CS-WSP I CS-WSP I I CS-WSP CS-WSP I CS-WSD 1 1 I I eJn :• 4'-5 7/16" 4'-5 7/16" I GB METHOD 41-01 �ry 2'-10 7/16" 1 2'-10 7/16" TABLE R602.10.4 4'-1 7/16" 5'-43/811 4'-011 181-0" 41-0 11 7"O.C.AT PANEL EDGES I I 2'-10 7/16' + I INCLUDING TOP AND I 141-6// 261-01+ 41-011 BOTTOM PLATES,7"IN FIELD ALL HORIZONTAL JOINTS 190A0 2ND FLOOR WALL BRACING PLAN_ I BLOCKED AND I I 1ST FLOOR WALL BRACING PLAN I TF • FRAMING SCALE: 1/4" = 1'-0" AS PER DETAIL N2ON I ONS �F NEY SCALE: 1/4" DWG 2 " _- 1 1_0