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Home My WebLink About46586-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46586 Date: 7/20/2021 Permission is hereby granted to: Dickerson, Robert _... .�........ _.. ........ 1600 Alvah's Ln Cutcho ue, NY 11935 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 320 Billard Rd, Cutchogu_e ...STM.... ....4.?�.��.g................. ......W...w..........------ ___..............v..v...................................__ _ _w_....................... Sec/Block/Lot# 98.-1-25 Pursuant to application dated 6/25/2021 and approved by the Building Inspector, To expire on .1/19/2023............................. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,915.20 CO-NEW DWELLING $50.00 . _........ �_. Total: $2,965.20 Builg ector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631)765-9502 Ian f �wr �r :� alw ✓m :a ^ �.: Date Received APPLICA"nON FOR BUILDING PERMIT For Office Use Only .. PERMIT NO. Building lnspect�oruL r"� 1 Applications and forms must be filled out in their entirety.Incomplete i T TN:3� "1 TFT applications will not be accepted. Where the Applicant is not the owner,an , . w neer Authorization for (Page )shall be completed. Date: (D l OWNER(S)OF PROPERTY: Name: ,, SCTM#1000- Li '3 ' Project Address: -�>2 3i Phone#: (P3 -= Email: CA l ( Mailing Address: 32-0 C Lk CONTACT . Name: "rr . Mailing Address: 3-2-0) � Phone#: _ n, .,, Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: DC l 1,t' , ,,, Mailing Address: ° ` l t l d t) . 5p (: .1 d Phone#: f / 1., Email: DESCRIPTION yNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition —� Estimated Cost of Project: ❑Other __ � Will the lot be re-graded? ❑Yes YNO Will excess fill be removed from premises? ,"Yes ❑No 1 PROPERTY INFORMATION Existing use of property: VLCaIA �'�- Intended use of property: w w_ .................................. �� —B� ..... i Zone or use district in which premises is situated: I Are there any covenants and restrictions with respect to 1 this property? E]Yes Po IF YES, PROVIDE A COPY, Keck Box of Reading: he owner/cmitractor/design 1"fessional Is vesponsible for all drainage and storm water Issues as provided by 'p;er 23,6 of the Town Code, APRICNrION IS HER'Elry NIADE to the building Department for the,Issuance of a Suilding Permit purmant to the Suilrift Zone Ordinance of the To of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): 1DAuthorized Agent ner Signature of Applicant: Date. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the nt,OnCf (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this aJ day of J(,knq' 20,D I ,,.Notary Public (T EVE L.GAIL-SCHWAMBORN NOTARIMBLI STATE OF NEW'j C YORK R; PROPERTY OWNER AUTHORIZATION gistra! ..........................................---................. Registration No.01GA6274028 ,li� _4 (Where thea pplicant is not the owner) Qualified 41 Suffolk County Com I onirnission Expires Dec.24,20.L4 residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Geneirated 11by 11REScheck-Web Software Compliance Certificate Project Dickerson Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,857 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 320 Billard Road Robert Dickerson Jonathan Baker CUTCHOGUE, NY 11935 robd958@gmail.com Formworks Architcture 82 John Street Brooklyn, NY 11201 (212) 796-2685 ion@formworks-arch.com mu ooi m 11 P� Vuuu r11111111111111''q .. II IVI II III � r �V pill Compliance: 10.6%Better Than Code Maximum UA: 530 Your UA: 474 Maximum SHGC: 0.40 Your SHGC: 0.25 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. m m m � m im Ceiling: Flat Ceiling or Scissor Truss 2,581 49.0 0.0 0.026 0.026 67 67 Walls: Wood Frame, 16" o.c. 3,443 21.0 0.0 0.057 0.060 160 169 Doors: Glass Door(over 50%glazing) 307 0.300 0.320 92 98 SHGC: 0.21 Window: Wood Frame 321 0.280 0.320 90 103 SHGC: 0.29 Floor: All-Wood Joist/Truss 1,984 30.0 0.0 0.033 0.047 65 93 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 201.8 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato n . uirements listed in„t( -»Scbeck Inspection Checklist, Jonathan Baker, RA ms,µ, 06/24/21 Name Title ...... Signa ....._ .. Date Project Title: Dickerson Residence e...._..-- Report date: 06/24/21 Data filename: Pagel of 9 0^,0010�01 20,18 IECC Eriergy II J( Effidency Certificate Emil Min Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): IMMUZZIMMEMIZIME= Window 0.28 0.29 Door 0.30 0.21 1 Heating System: - Cooling System: Water Heater: Name: Date: Comments Foundation Inspection Complies? I Comments/Assumptions Req.IDJ [3012.1 A FO 2]1 protect protective covering is installed ❑Does Not['11.11-11-1111111", .. Requirement , ....---111111111-11...... .. ._ ' � lies Exception: q rement is not applicable. exterior and extends a minimum of 6 in. below 14 grade. ❑Not Observable ❑Not Applicable _ �.._ __. ..,_ _....... ......... .... 4019 Snow-and ice-melting system controls'❑Complies Exception: Requirement is not applicable. [FO12]2 installed. ❑Does Not J ❑Not Observable ❑Not Applicable _�e.. .. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Ti(r 2) 3 Low Impact(Tier 3) Project Title: Dickerson Residence _ Report date: 06/24/21 Data filename: Page 3 of 9 [Sec. Framing / Rough-In Inspection Plans d CompliValue es? RComments/Assum & e ...... Value ion Verified Field Verifie ptions SID _.......,.,.. 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 402.5 402.5 ❑Not Applicable _.,. _... .................. ......_ ......_ . ...._.... 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Appiicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR2311 installed per manufacturer's ❑Does Not o- instructions. ❑Not Observable []Not Applicable 402.4.3 Fenestration that is not site built � ❑Com lies ill. ..... et.. .. p Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures DCornplies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable403.3.1 Supply and return ducts in attics E1Complies _Requirement _....... ... . will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not m:a >= 3 inches in diameter and >_ R-6 where <3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. .........__ ._ 403.3.2 Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5.rr ._Building.cavities_........_ ... ..,._. �,,.._ �,�, ..... „®.a w..®._.,. __ ...... . ... . .......... __ ,,,,a,. .......... .,,,,, _. are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable j 403.4 HVAC piping conveying fluids R- R-_ OComplies Requirement will be met. [FR17]2 above 105 4F or chilled fluids ❑Does Not below 55°F are insulated to 2?:R- EINot Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not yup. ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R R ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not Ah1 ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 [46h"Impact Low Impact(Tier 3) �.,. I_. ._.. pact(Tier 1) 2 , , Medium Im act(Tier 2) 3 Project Title: Dickerson Residence Report date: 06/24/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 !Medium Impact(Tier 2) J 3 Low Impact(Tier 3) Project Title; Dickerson Residence Report date: 06/24/21 Data filename: Page 5 of 9 .....................................M........ _._, .._..........................................FpWian;'Verif ........._._......_ ..........._._...........,.. -............,..,..,......... Section i ledFieldverified Insulation Inspection Value 1 !Value ❑ o lies? Corn eats/Assn ptions & Re1 J _ 303.1 All installed insulation is labeled _ Complies Require Po ment will be met. [113]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable „ w..... -- .._ ....... ..,,,,,,m. 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a ❑- ❑Complies ........ ........... See the Envelope Assemblies l/2 402.2.5, mass wall with at least of the Wood Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation d, requirement applies(FR10). E] Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Ig pedium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Hi h lm"p (T1.ier 1) 2 M . Project Title: Dickerson Residence Report date: 06/24/21 Data filename: Page 6 of 9 Final inspection .....,,,.. (PlansVerified. ...... .Field Verified. _........ .. e�tiron Ip Provisions Vaiuue Value Complies? Corrameints/Assun 1ptlions IRe iD 402.1.1, Ceiling insulation R value„ R- R- ❑Complies See the Envelope Assemblies 402.2.1, [3 Wood ❑ Wood ❑Does Not table for values. 402.2.2, 0 Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F[2]1 Blown insulation marked every ❑ 300 ft2. Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R-__ R- ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ,Blower door test @ 50 Pa. < _...... ❑ _ _........ =5 ACH 50 = ACH 50 = w Complies Requirement will be met. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable [02.4.2 Wood-burning fir pl c . ._... p ..... .. Requirement will ll be met. ht fitting Pers and ❑Does Not outdoor air for combustion. ❑Not Observable ❑Not Applicable 403.31z 3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [FI27] determine air leakage with ft ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g, across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. �r ............... ........ 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 FIComplies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection, 403.3.2.1 Air handler leakage designated [ Complies Requirement will be met. 11[FI24]1 by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable ......m �.... . []Not Applicable 403.1w1 Programable thermostats ❑Complies Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specificationecifications. ❑Not Applicable .. ....... e,. ......� 403.1.2 Heat pump .® . ._ .. ........ ......__ ......,... ....... .� ...._ p p thermostat installed ❑Complies Requirement will be met. [FI 10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable m (Tier 1 JHigh Impact(Tier 1) 2 Medium Impact Tier 2) [3 Low Impact (Tier 3) Project Title: Dickerson Residence Report date: 06/24/21 Data filename: Page 7 of 9 w Final Inspection Provisions Complies Comments/A Section Plans Veriifie # d Field Verified & Rei ID Value Value ssumptions 403.5.1 Circulating sera hot water............. __ ®,,,_... ❑Complies Exception: Requirement q u.ire_m�.e....n. t is [IJJ]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable ... ... .................. — . , ._e... . . .. ._ . ... ........,.,, 403.6.1 All mechanical ventilation system ❑Complies Exception: Requirement is [FI25]2 fans not part of tested and listed ❑Does Not not applicable. HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable �... .............. 403,2 Hot water �_......... ... ....... . r boilers supplying heat ElComplies Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable ten"iperature. 403.5.1.1 have a circulation ttecirculation Theems []Does Not Exception: eption: Requirement �..... ...... pump is system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Exception Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. .. 403.5.2 Demand recirculation water ❑C'omplies Exception: Requirement is [F130]2 systems have controls that []Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to 0 <= 104°F. :�a5.4 Drain w11 a... ._a ._....._ _, . ... �. � ,,,,m._ „�, ...... ...... ......_ ........ ..� ...... _,_ _,....__ ter heat recovery units ❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1. .. 90%or more of. ermane p _. ...., ..a_,. .... �, .� . �ew. _�e,e,. .. .. ,,,a .....e................ �.. _....... ._ __.., nt ❑Complies Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 g s lighting systems have ODomplies Exception: xception: Requirement is no continuous light. oes Not not applicable. ❑Not Observable . ❑Not Applicable . . . ........a.. _ ... ......... .. .. .. ... ... .. ........ ... .. �. .., High Impact(Tier 1) I 2 Medium „ p (Tier 2) { 3 Low Impact(Tier 3) ..1. ... w, 1 �. ... _ Impact .. h ,.._L. P Project Title: Dickerson Residence Report date: 06/24/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final p on Provisions Value Value Complies? Comments/Assumptions & Re .ID 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable _.. .... ....... ... ........ . ................. ... ..... . 3033 Manufacturer manuals for ❑Complies Requirement will be met. [FI1R]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: n,,, ,., „_.. �. ... . 1 1 High Impact(Tier 1) 2 Medium Impac11 t(Tier 2) 3 Low Impact(Tier 3) . „ ........ „ ... .. . ,._... Project Title. Dickerson Residence Report date: 06/24/21 Data filename: Page 9 of 9 REScheck Software iiir iii IIIA III IIID IIII Inspection Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. -111111111 1111.111111- - - .. Section Plans Verified lel Verified Pre Inspection/ Ian evie Value Value o plies' Co ants/ ss tions & e I 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the d building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. . ........ ........................................ 103.1, Constructiond .._ rawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating. Heating. ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable V Manual j or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: �. . P ....... 1 Highi „ jj (Tier 1) 2 Me Impact(Tier 2) � 3 Low Impact(Tier 3) impact(Ti., �. ...1.,_. .. ..,,.. . .. .......... .. .,_, . Project Title: Dickerson Residence Report date: 06/24/21 Data filename: Page 2 of 9 400 Ostrmder Avonve,pjy&+�cf,NoH*�'�k 11-toi tel.651."=7-2505 f651.-r2-7.0144 It 1 HOY40rd K Young,Land 5—lesor Thomos G.P'401POrt,PrOfcss1-01 Engineer W 5 M97 Vouqlcm E.Adoms,Praposajor0j Cncjinoar a Robert C'.Tact,Architect Robert 5tr0rftk1,,6,rchjtvt kP Is SITE DATA + AREA=1.6373 ACRES OR 71,332 SQ-FT. VERTICAL bArum 120.95 =NAVb(1988) FINISHED FLOOR ELEVATIONS TO BE VMFrEb BY ARCHITECT $.52 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE, I. PERMIT FOR APPROVAL 07,CONSTRUCTION FOR A SINGLE FA 0 2021 LY RESIDENCE ONLY SUFFOLK COUNTY DEPARTMENT �11ENT 0 P 'T U TY"EP U CO 0 C P R VA A O_ C CC PERMIT FOR LO 07 OV L PRO 0 P 0 S LE L 4 S E L L C C. NG FA R YR Y 1 202 1 DATE tj RE JO '15 lk7 CMF REF,F.N 0. k k) APPRovzo X. N FOR MAX OF BEDROOMS rHR y EXPIRES THR A—FROM DATE aF APPROVAL Ile, 13 76 9 Excavation Inspection Required For Sanitary System By Health Department SURVEYOWS CERTIFICATION— WE HEREBY CERTIFY TO R 0 8 E RT0 1 C K E IR19" $*Vpy WAS PREPARED IN ACCOMAWC WITH THE CODE 'FOR LANO 1) 41.. TEST ROLE SURVEYS ADOP'T'ED By THE NEW YORK STATE AS 'A BY Md)ONALb GLIOSEAMB PROFESSIONAL LAND SURVEYORS. bATe.OMMM "j 00 mmb Mrs A SAND WOWARD I 0.51 YOU,"JQ44,t PALE WdAVN Fnl*SAM SURVEY FOR ROBERT DICKERSON C :W1 50MFait CUtChogue,Town of Southold Hr"ST00errm Suffolk County,New York GROOM WATER a-1.0 SURVEY HEALTH DEPARTMENTUSE C"ity Tax Mop Dmtrit 1000 s-ti- 98 Bim 01 Lot 25 FIELD SURVEY COMPLETED MAR 04,2021 MAP PREPARED MAP 17,2021 REVISION Record of Revisions DATE 40 20 40 80 120 Scale.I"= 40' JOB NO.2021-0029 LL UJ LLY y. Elf, ui It mr, ------------------------- AC" too cm 1'1,, Ito 16 nr Up Ins'- .......... PROJECT DICKERSON RESIDENCE ADDRESS CUTCHOGUE, NY 11935 ARCHITECT Fwffflmwl�o [Fom��k�mmh� -lm C) 012 John Mrcco LL `ru�oC!,;CIyn, NY d IT 201 m T 212 0,5 8 2685 ISSUED 0 0 6nb ffcrmworks-arohaoorn cc REVISED&RESUBMITTED ® LL, W ffo� ��Mou � �c��000� =:) cn NO CHANGES ® c N CM OMITTED N UJ M SHT.NO. TITLE o 0 PROJECT / ZONING DATA / TAX MAP # 1000-98-01-25 G-001.00 PROJECT LOCATION,SITE PLAN &ZONING DATA To`°��0\aG�Qsl .,c lF ZONING DISTRICT R-80 G-002.00 GENERAL NOTES, ENERGY TABLE&STRUCTURAL DESIGN CHARTS LOT AREA 1.64 ACRES G-003.00 HOLDOWN,ANCHOR BOLT, STRAPPING, NAILING DETAILS&FASTENING SCHEDULE 0 G-004.00 FRAMING GRAPHICS, BEAM CONNECTION PATTERNS, &FIREBLOCKING DETAILS 0 G-005.00 PLUMBING RISER DIAGRAM 0 GMF HABITABLE SPACE PROPOSED ° CIA FIRST FLOOR AREA 2,009 SF A-100.00 FOUNDATION PLAN 0 . o a v��°p�a. A-101.00 FIRST FLOOR PLAN 0 P;•e� �o��°s SECOND FLOOR AREA 848$F o A-102.00 SECOND FLOOR PLAN 0 jO � " TOTAL HABITABLE FLOOR AREA 2 857 SF y <y �sP A-103.00 ROOF PLAN 0 °�o�sy�o l 4 ��'�Po GARAGE AREA 700 SF A-201.00 BUILDING ELEVATIONS O �os °� � *-5 TOTAL BEDROOM COUNT 4 A-202.00 BUILDING ELEVATIONS 0 0 A-301.00 BUILDING DETAILS 0 E-100.00 ELECTRICAL FOUNDATION PLAN 0- E-101.00 ELECTRICAL FIRST FLOOR PLAN 0 E-102.00 ELECTRICAL SECOND PLAN 0 y$o X21 a CMF ISSUE DATE- No. ATENo. DATE DESCRIPTION 01 06/23/21 ISSUE FOR DOB FILING 9 0: V,. 2 ' 24° CMF gb Irl cm m �°ca°•�•c�D,��cl \ 2Icr41 -a �b REVISION N ��O'- N�r�"t�ZQ *N��'h � Zg1• \ \ ° ria "«ri' �+� '. . 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TION BY A LICENSED . : {. .,� #.�' ';,dykk ._+-, _„+„ °'i #w` `!;rp R-'4r •rw'` +M. a, r a' :! y • '.,. _S� i. .: .wr-; ,,,.. w,+..lk'. <� �.','t .t, :�•- ..:.'.•`.. �.s� -•.t"'�. ,s"':,a�rr! !` .w«,,..� C�' i ,t � � _" .r1►�M� 1Y INFORMATION REPRESENTED ON THIS SITE PLAN '�_ + �r ..� -� � TO THE ARCHITECTS BEST OF KNOWLEDGE. SEAL & SIGNATURE DATE: 03/06/2021 Q 2. SURVEY INFORMATION WAS OBTAINED FROM A LOCATION OF PROPERTY DA PROJECT No.: DATED MARCH 17,2021 AND PREPARED BY: pvw a ��y,,� DRAWING BY: YDS JB SITE L-i Ln n I U10 PLANLOCATION MAPSURVEY CHK BY: JB HOWARD W.YOUNG LAND SURVEYOR . DWG. No.: 1 "=L� 0' -O" 400 OSTRANDER AVE., N .T.S. . RIVERHEAD, NEW YORK 11901 � � Q _O O� r O O G-001 .00 TEL. 631.727.2303 9�'bF �A G ADMIN@YOUNGENGINEERING.COM _ CAD FILE No. PACE 1 OF 15 NOTES 4 S'FEOIFIGATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS ABBREVIATIONS BBRE /I ATINS OPROJECT IT 15 THE CONTRAGTOW5 RESPON-_11311_11Y TO KEEP THIS GON5TRUGTION POGUMENT BINPED 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 815) UNLESS THE PROV15ION5 OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLASS TO BE INSULATED Low-E,UNLE55 OTHERWISE SPECIFIED. Y I `t DICKERSON RESIDENCE OF ANY MATERIAL OR METHOD OF CONSTRUGTION NOT SPECIFICALLY TOGETHER AT ALL TIMES. IT IS ALSO THE t:ONTRAGTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. BD. BOARD INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ADDRESS SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2, ALL LUMBER IN CRAWL SPACES TO BE 18' ABR OVE SCATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. 11 5" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR GENERAL - GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 3- ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY C-LA55 UNIT INSTALLED BLDG. BUILDING I K KIPS (1000 LB5) CUTDIOGUE• NY 11935 . SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELDALSO, SHALL Br- E DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 PoU'MENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3PROVIDE SILL 5EALAN5ULATION. SIZE OF SILL TO BE (2) 2"x6",UNLESS (1) 2'x6" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN HOOD UNLESS OTHERWI5E NOTED. BM -� BEAM MANJ. SPEG.'s MANUFACTURER'S SPEGIFIGATICNS APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE- COUNCIL'5 WOOD FRAME GON5TRUCTION MANUAL AND THI5 P5 FORMAT, AS APPLICABLE AS A DERIVED WORK)_ 4. ALL GLASS UNITS 5HALL BE INSTALLED IN STRICT ACCORDANCE WITH E3.0. _� BOTTOM OF 4. AT FLUSH FRAMING USE IG, GAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS.2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, ANID APPLICABLE INFORMATION OF EXISTING EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5TRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD 1-JOI5T5,STRUCTURAL COMPOSITE LUMBER, 5. ALL KNOOW5 TO EE CAULKED AND SEALED AS PER NEW YORK STATE BOT. BOTTOM �MEGH. MEGHANIGAL 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. ARCHITECT 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES FLOORS, ROOFS,AND WALLS. PANELS, SHALL CONFORM TO THE AFPSUM, H E STANDARDS S GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. 6. PROVIDE FLASHIN5 PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR RULES SPECIFIED IN 1.1 THROUGH 1.8. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6' OF AN EXTERIOR G.J. CEILIN5 JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, SURFACE. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. 1.1. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1RDmm*0 OF THE OINNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC, BG NEW YORK GITY BUILDINO CODE 7. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. S. ANY OMISSIONS OR DISGREPAINGIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE DONT. CONTINUOUS O.C. ON CENTER SHALL BE CLARIFIED WITH THE AR GHITEGT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 5• ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS 11 GRADEMARK SHALL INSLUDE AN EA51LY DISTINGUISHABLE MARK OR SHOULD BE GiUARAN'tEED BY THE MAWFAGTURE`.R FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OCG. oG-uPAN;Y o op'(� pubWITH THE WORK. DISTINGUISHABLE- 9. .ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GON_;RETE TO BE INSIGNIA OF THE GRADIN: AGENCY WHICH COMPLIES WITH THE ��John Street 6. NO DEVIATIONS OR CHANGES TO THE STRUGTL'RAL SYSTEM SHALL BE MADE q. ALL WINDOWS TO BE ANDERSEN IF GONTRAGTOR IS TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION P-T �REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. UNLESS APPROVED BY THE ARGtIITEGT/E1V51NE�R. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE Brooklyn, NY 11201 lo. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 12. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE GHARAGTERISTIG5 OF THE WINDOW MATCH DIM. DIMENSION P. GONG. POURED CONCRETE T 212 796 2685 1. CONTRACTOR TO VERIFY VIWN51ONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 5-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I qo.l STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE BEFORE THE START OF FRAMING ROOF AND IS OF GPX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE info <1works-arch.com FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING,U-FACTOR,LIGHT AREA,VENT AREA, AND EGRESS formworks-arch.com 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. EA. EACH PLYWD. PLYWOOD q. Do NOT SCALE DRAWINGS,WRITTEN PIMEN51ONS TAKE PRECEDENCED HOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 10 WINPOW5 IN TU'B/'HOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. STANDARSPECIFICATION FOR ESTABLISHING AND MONITORING AAS PER FASTENING SCHEDULE ON PAW GE 0-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED JOD 1-JOISTS,THI5 TEMPERED GLASS. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING EQUIP. EQUIPMENT ' CERTIFICATES, CERT. OF OGCU'PANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQ D REQUIRED 12. EXTERIOR SHEATHING TO BE COVERED WITH 7YVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MAN FACTURER'5 CODE Ii. EXTERIOR GLAZING HALL BE PROTECTED FROM wINDBORNE DEBRIS. APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTIN5 Ri RISER 11. THESE SET OF DRMIN05 ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF ASTM Elgg6 AND ASTM E1556 AS MODIFIED BY 2020 NY5 BG AND SHALL NOT BE ALTERED OR.BE REPRODUCED WITHOUT WRITTEN SECTION 301.2-1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES RM. ROOM UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF T REQUIREMENTS GF AN APPROVED IMPACT-RESISTANT STANDARD OR ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA 115. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT IS NOT RETAILED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' r-RO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCUMEN,THE RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" ANP AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 12- AS AN ALTERNATIVE TO NOTE Oil ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LE55 THAN �" AND A SPAN OF NOT MORE THAN 5' SHALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION- PANELS SHALL BE PRECUT AND F.A.V. --� FRESH AIR VENT S.Y. SMART VENT 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 0-003. 1-5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE PREDRILLED AND SE.XRED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE,AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORASE METHOD SELECTED IN ACCORDANCE WITH TABLE BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI 1 NATIONAL DESIGN STANDARD FOR METAL PLATE R3012J.2- ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRIJ55 DESIGN DRAWINGS, GORRJSION-RESISTANT AND THE ANSHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL i-1. PROVIDE ALL NAILING ANP STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURERS CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS ETH THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18 AT "WET WALL" PARALLEL To JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION TEO.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD,ASTM G5'7 SPECIFICATION FOR GYPSUM LATH, OR ASTM C--Iq PLUMBING FRGE FLOOD RESISTANT GONSTRUGTION ELEVATION Tr TREAD THE SUB-GONTRAGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHINS BOARD. 1. CONTRACTOR SHALL INSTALL (DI NV)SUPPLY,DRAIN, WASTE,AND VENT(DV) COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC REGULATIONS. FR. FRAME TVP. TYPICAL AS PER PAGE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF 2. PROVIDE HOT AND GOLD SMUT OFF VALVES AT ALL FIXTURES. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITECT/ENOINEER, AND THEIR.AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING AGCORDANGE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION FTG. FOOTING VERT. VERTICAL ATTORNEYS FEES ARI5IN5 OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: AND AT BASE OF VERTICAL WASTE PIPES. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJI'JRY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISION5 OF U.S. DEPARTMENT OF COMMERCE FOOT. H.D. HOLD DOWN W/ WITH ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS,SGREHS,FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLE55 OTHERHISE NOTED: HDR HEADER WD. WOOD CONTRACTOR,ANY SUBCONTRACTOR,ANYONE`. DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE 5TANDAR13) FOR - DISH WASHER.........................................2" EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOC-BASED STRUCTURAL-USE PANELS,APPLICABLE CODE -KITCHEN SINK.......................................2" HNSR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - LAVATORY..............................................2" �� PARTY INDEMNIFIED HEREUNDER. A. TRUSS J015T McMILLIAN IAE MICROLAM - SHOY'�R 13..........................................2" H0R. HORIZONTAL B. GEORGIA PACIFIC 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (OSBR .......................... 3 ),HAFERBOAD ORIENTED-STRAND - TOILET ............................. ' 18. ALL MATERIALS, ASSEMBLIES,AND METHOD OF CONSTRUCTION IN;LUPINO PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARP USED IN STRUCTURAL IONS SHALL MEET - LAUNDRY .................................................2" BUT NOT LIMITED To FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING A. TRU55 JOIST MsMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - FLOOR DRAIN..........................................3' OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MAW. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT INSULATION FENESTRATION R�QU i REMENTS TO BE SURE THEY ARE IN ACGOR:DANCE WITH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR HOOD-BASED STRUCTURAL- USE PANELS OR 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND IN:REASED TO 4' APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JO15T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. THROUGH ROOF. AND SPECIFICATIONS W1LL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AUTHORIZATION OF THE ARCHITEGT/ENSINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTU'RER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 7. PROVIDE FROST-PROCF HOSE B1135 WITH EASILY ACCESSIBLE DRAIN d PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY DRAIN GOOKS AS REGV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP CRAWINGS REQUIREMENT5 A5 SET FORTH IN THE MANUFACTURER'S CODE PROTECTION. VALUE CITATION (PER 2020 NY5EGCG) NEEDED,LNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT EE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. WASTE FROM CLOTHES WASHER-5 AND LAUNDRY TUBS ARE TO BE PROVIDED OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS WITH BACK FLOW PROTECTION. u-VALUE = 0.25 MAX.U-VAUE = 0.32 ISSUE DATE RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 50PPCRT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.l CELLULOSIC F TRATION U-VALE AIR LEAKAGE = 0.30 CFK15F * MAX AIR LEA AGE x 0.30 GFMY..F YES WHI H NTRACTORINTERFERE TO REMOVE d RELOCATE A5 REQUIRED ALL E MANNER. WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 6205 STANDARD SPECIFICATION FOR q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL PER 8402.4.3 d TABLE 8402.1.4-CLIMATE ZONE 4 NO. DATE DESCRIPTION WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. GEILINS R-VALI,E 8-49 BATT M�ILATION MIN.R-VALUE = 49 01 06/23/21 ISSUE FOR DOB FILING HOLE SHALL NOT BE CLOSER THAN 2 INCHES To THE TOP OR BOTTOM EDGES. YE5 - - -- 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S PER TABLE 8402.1.2-CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.55. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. TO CONGEALMENT OF PLUMBING. EXTERIOR(2"x6")WOOD MIN R-VALUE - 20(CAVITY) 22. PROVIDE FIREBLOGKING AS PER NEW YCt¢tC AGGESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I Fi2AME WALL R-NALCO R-21 BATT IN5UL.ATI�1 PER TABLE 8402.1.2-CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 2596 OF THE ACTUAL DEPTH. BORED (P5- 1),THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL 11. NOTCHING AND BORING OF 5TU'D5,JOISTS,RAFTERS AS PER BUILDING CODE. HOLES SHALL NOT EXCEED 40� OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY MIN R-VALUE = 19 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5' To THE EDGE OF THE STUD. REPORTS. NOR ANY POTENTIAL DAMAGE THEREOF. FLOOR R-VALUE R-30 BATT 1WULATION PER TABLE 8402.12-CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT OF Iggo (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED SHFARWALL SYSTEM 15 USED. THE CONFORM To THE STANDARDS SPECIFIED IN M.2-2.1 THROUGH M 22.7. *AIL WINDOWS TO BE ANDERSON 400 SERIES WOODWRIGHT CODES AND REFEREM. E STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ELECTRICAL: GOMPLIANGE STATEMENT: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES,AND TABLES ON PAGE 0-003 d 6-004. THE FASTENING SCHEDULE 22.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 152.1 SQUARE AND I- ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 13EST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPEGIFIGATIONS ARE 1N STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SGREW5 (INCH SERIES)- To 2017 NATIONAL ELECTRIC GORE, NF PA 70 AND 2020 NEW YORK STATE COMPLJAISE WITH THE 2020 NY5 ENERGY CONSERVATION GONSTRUGTION GORE USING CHAPTER 4[REI. NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ENERGY CONSERVATION GON5T'RUCTION CODE. STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN GON-J UNCTION WITH THE PERFORATED 2.2.2. LAG SGREH : LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME BI5.2.1 5GUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 2. REFERENCE STANPAR;D USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLETION OF WORK. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 223. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES CONSTRUCTION MANUAL BY THE .AMERICAN FOREST S PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI i NATIONAL DESIGN 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: REVISION HISTORY: (AFdPA) AMERICAN WOOD GGUN,CIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, - GENERALLY,VERIFY OR PROVIDE HARD WIRED TREATED WTEC WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS SMOKE DETECTORS S w/BATTERY BACK-UP IN: TA13LE R501.7 NO. DATE DESCRIPTION_ 3. ALL PLUMBING WORK SHALL C.GNFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTU'RE.R'5 CODE EVALUATION REPORTS. CLIMATIC $ CEOORAPI ll0 DESIGN CRITERIA PLUMBING CODE. SECURE w/(2) 1/2" d' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® A. EACH SLEEPING ROOM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED,MINIMUM ASTM A653, STRUGTURAL QUALITY, B. OUTSIDE OF EACH SEPARATE SLEEPING GROUND SNOW LOAD 25 LB5 MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 GOUR5E5 OF SOLID BRICK MASONRY CENTERED @ POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS 5HALL AREA IN THE IMMEDIATE VICINITY OF HOWEVER, COLUMN OR POSTING I5 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE ANP ANY THE BEDROOMS (GENERALLY THE HALLWAY) ALLOWABLE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HH A V E ,, MEN , ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MAN;FAGTURER S STRUCTURAL MEMBER - DEFLECTION BASIC, WIND SPEED 130 MPH LOGE,NEPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. G. EVERY LEVEL OF DWELLING CONSTRUCTION CODE. U.O.N. WITH TOP GAPS P STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG 2 2 5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 (BASMENT, FIRST FLOOR, d SECOND FLOOR,ETC) RAFTERS HAVING, 5LOPE5 GREATER THEN 3/12 STANDARD L/150 EXPOSURE CATEGORY B w/6" RISE d w/(2) 'A"(1) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES,AND STAPLES. W/NO FINISHED CEILING ATTACHED To RAFTERS SET 6' DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. SEISMIC CESIGN CATEGORY B GENERAL WIND PROTECTION CONNECTION NOTES: ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL 22.6. LL ATIG NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SHALL MECHANICAL FUEL GAS: INTERIOR WALLS d PARTITIONS H/150 CONSTRUCTION; 557D IO-qq AND 2015 SBC HIGH WIND EDITION WOOD FRAME MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE WEATHERINS SEVERE GYPSUM WALL BOARD ANP ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE CONSTRUCTION 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE FLOORS d PLASTERED CEILINGS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFACTURE:R'S GORE EVALUATION REPORTS. NYS MECHANICAL CODE AND FUEL GAS CODE V360 FROST LINE DEPTH 3'-0" FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. COMPOUND METHOD. 22.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 ALL OTHER STIRUCTL'RAL. MEMBERS V240 2. APPROVED GONNECTOR5, AN'CHOR5 AND OTHER FASTENING DEVICES NOT 2- ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING,UNLE55 WOODSCREWS (INCH SERIES). TERMITE MODERATE To HEAVY INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL OTHERWISE NOTED. WATER RESISTANT(H-R)AT BATHROOMS AND WHERE BE USED IN ACGORDANGE WITH MANUFACTURER'S RECOMMENDATIONS. CEEMED APPLICABLE. EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/560 DRAWING STATUS ICE BARRIER REQUIRED YES 3. METAL PLATES, GONNECTOR5, SCREWS, BOLTS AND NAILS EXPOSED S. 5/5", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES V240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET DOB ID NUMBER: AREAS SHALL BE STAINLE55 STEEL OR HOT DIPPED GALVANIZED. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUGINS EXTERIOR WALLS - WIND LOADS H/FLEXIBLE FIN15HE5 Vito EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON HOOP FRAME, INSTALL 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. SHEATHING AND SIDING, FRA1.11NO ANGHOR5 OR GONNEGTOR5 SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. FINISH JOINTS, J-BEADS,NAIL DIMPLES,CORNERS,AND EDGES SHALL BE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING TO DRY BETWEEN GOATS. FINAL GOAT TC BE SANDED SMOOTH. STRU:-IIJRAL DES I C N LOADS RAFTERS EXCEPT WHERE c,01-LAR. TIES OF I"x6" OR 2'x4' LUMBER 15 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF ALL OPENINGS. USE LIVE LOAD DEAD LOAD RAFTERS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. EXTERIOR BALCONIES 40 psf 15 psf 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY sf 15 sf 16" WITHIN 4' OF EXTERIOR CORNERS. INSULATION DECKS 40 p p I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN TO THE FOUNDATION WITH ANc:HOR BOLTS HAVING A MIN. BOLT DIAMETER FOIL TO BE PLACED TOWARD WARM SIDE. OF J" AND 3"x3"xg" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BETITLE PROVIDED WITHIN 6 TO 12 IR''',HES OF EACH END OF EACH PLATE. ANCHOR 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ATTICS WITHOUT STORAGE (MAX CLEAR HST< 42') 10 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIREP BY GENERAL NOTES ENERGY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ATTICS WITH STORAGE (MAX CLEAR HOT> 42") 20 psf 15 psf AND AT SPACING NOT EXCEEDING 4' ON CENTER. FOUNDATION WATERPROOFING. TABLE & STRUCTURAL 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWSROOMS OTHER THAN SLEEPING ROOMS 40sf 15sf P p: - q" R-30 FOR FLAT CEILINGS DESIGN CHARTS - 5.25" R-3oG FOR VAULTED AND CATHEDRAL CEILINGS SLEEPING ROOMS 30 psf 15 psf - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - 525" R-21 FOR 2"xb" WALL CONSTRUCTION STAIRS 40 psf 15 psf SEAL do SIGNATURE DATE: 03/06/2021 - 5.25" R-21 FOR FLOORS GUARDRAILS AND HANCRAILS 200 psf 15 psf PROJECT NO.: THAN 8 DRAWING BY: YDS JB 12 psf FOR ATTIC �0 CHK BY: JB ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH :•�` � ,� ' DWG. NO.: "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH N = 4.+9 , � G-002.00 ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 9�. 307gb (�� OF NE`N y . CAD FlLE NO. PAGE 2 OF 15 HOLDOM DETAILS T1'P I SAL NAIL I NO/STRAND I N(5 REOU I REMENTS FOR PROJECT I I,�I FASTENING SCHEDULE A DICKERSON RESIDENCE ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.',;MANUFACTURER UY`UPLIFT, SHEAR, 4 LATERAL IND RES I STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPINO AND NAILING REQUIREMENTS, ADDRESS xxALL STRAPPING TO BE lY4"x 20 GAUGE" -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) CUTCHOGUE, NY 11935 ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE xUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AW-- 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) DESCRIPTION HOI�DOWN 'A' ®IsDOl^1N �� ER CONNECTION A NA I L I NO OR I P AND Q ANTIITY F PAG N FOR NEW d EXIST. FOUNDATIONS ROOF 4 CEILING FRAMING ARCHITECT \r 1.DIM s ARE ALL MIN-Vs BASED ON USE OF ONLY A Ibd ENDWALL ENDWALL COMMON NAIL w/o FRE13ORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER (3) 2x FULL (3) 2x FULL CORNER STUD 2" 1F(gmm*0 HEIGHT STUD HEIGHT STUD AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TO BE DF,•2 8 BTR. IN DRY USE CORNER STUD CONTRANSFERS TO RR. 2' n SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST - ONNEGTED TO TRANSFER --HEAR CONNECTION: _ TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SLIT POTENTIAL "SIMPSON" HDQ5 �C \r _ (EVIDENT DURING INITIAL INSTALLATION)FRM30RE THE NAIL HOLDOWN ANCHOR 0 2-I6d GGMMON FOR STRAP - 3 8 d COMMON BLEs SET CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-003 EACH LAP C It1�A(tl hmmw � I@ 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. 3 NAILS C EA. END OF STRAP. \I o o NAILS . 6" O.G. a ON PLANS 10" O.G. IF BLOCKED • "—I 4 NO MAN-- of NAIL SIZES OR TYPES ALLohf3i CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON EACH LAP ��John °�`�®� C O.G. IF BLOCKED Brooklyn, NV 91209 CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH ?'� 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO CORNER POST ROOF SPANS OF 24' CR GREATER, G. c TIES TIGHTLY BOND THE END OF THE NAIL TO A AO"ANGLE,SEE COLLAR TIE TO RAFTER (FAGS-NAIL) SEE PAGE G-003 PER TIE T 292 79S 2W5 GRAPHIC BQoru irft@fc)rmwoft-arch.com "SIMPSON" HDQS USE P� d COMMON NAILS ® BLOCKING TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END Y IIS HOEDOWN ANCHOR® EA. END OF STRAP FOR ROOF � b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING OF 5:12 AND GREATER. �Q'P71V�PiS�=�11C�1,(;®QVtI LOCATIONS NOTED ° RCS ON 12.4-PLA ET�NT OF NAILS d SPIKE`S d TABLE ON PLANS _- —� • RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END e CONNECTION E31 E32 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: ° CONNECTION: FOR NEW P. COW- FOUND.'s FOR STRAP - d COMMON NAILS 0 E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON ' PER FOOT HOLDOWN CAST IN PLACE w/-1/5"t THREADED ROD EA. END OF STRAP: FOR EXIST. P. CON.:. OR NEWLY CURRED FOUND. s� WHEN IN TOWN OF 15LIP OR NAILING 1 TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE 7/5"R THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO '" GEOMETRY EXCEEDS THAT PERMITTED IN • CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---� E3' MAX. NAILING GRID ABOVE UTILIZE STUD TO STUD (FADE-NAIL) 2-I6d COMMON 24" D.G. ADHESIVE), d FOR TEMP.'S O°F-40"F USE "SIMPSON" AT 1 51MPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER(FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES FOR EXIST. /NEW G M.U. (GONG. BLOCK) FOR TOENAILING - S a d COMMON NAILS FILL TOP 2 GOURSE5 SOLID 8 CAST IN PLACE HOLDOWN USE: SAME Y TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD GONNEGTI ON w/7/5'� THREADED ROD FOR G.J. TO R.R. - d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, REQUIREMENTS FOR RAISED G.J.'s (WHEN AT G J TO C, ` GONNEGTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON I� PER FOOT HOL�OAIN ,C., #��®®�,� �� APPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW — 16 d COMMON NAILS FOR C.J. TO C.J. - q (6 d COMMON NAILS FLOOR FRAMING FOR NEIN 3 EXIST. _ JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST FOUNDATIONS � FOR NEWLY POURED CONNECTION GI 4 G2 FOUNDATION 0 ONE STORY ONLY (3) 2x FULL KAH HEIGHT STUD CORNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END CONNECTED TO TRANSFER SHEAR BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END "SIMPSON" HDOS (3) 2x FULLTO STUD CONNECTION:AT STUD TO FLOOR ASSEMBLY HOLDOWHEIGHT STUD N ANCHOR C 2-fbd COMMON G2 BLOCKING TO SILL or LOCATIONS NOTED NAILS a 6" O.G. E � TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK ON PLANS C O.G. IF BLOCKED FOR STRAP - 3 8 a COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST �I � � NAILS a EA. END OF STRAP JOIST ON LEDGER To BEAM (TOE-NAIL) 3-5d COMMON PER J015T j I ! I� FOR EA. PLATE TO STUD ABOVE 8 OR" 2-I6d G BELOW - 2 ICS d COMMON NAILS NAILS ® " O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON ' PER FOOT ° ROOF SHEATHING ° STRUCTURAL PANELS: HOLDGWN INSTALLATION OPTIONS: "SIMPSON" ST INTERIOR ZONE 5d COMMON 6" EDGE /14RJ GONNECTION Dl 4 DZ SOLID PERIMETER EDGE ZONE 3 5d COMMON b" EDGE / 12"FIELL BLOCKING I. a EA. BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. CONC. FOUND.'s UP TO q" RAKE OVERHANG ISSUE DATE HOLDOWN CAST IN PLACE w/7/8"�V THREADED ROD — AT STUD TO FLOOR ASSEMBLY TO SILL CEILING SHEATHING NO. DATE DESCRIPTION FOR EXIST. P. GONG. OR NEWLY Gi RR>=D FOUND.'s 01 06/23/21 ISSUE FOR DOB FILING 7/5",V THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) GONNEDTION: P2 CONCRETE w/ "51MP50N" SET(HIGH STRENGTH EPDXY J 1/2" MIN. ADHESIVE), d FOR TEMP.', O"F-40"F USE "51MP50N" AT FROM x I GYPSUM WALLBOARD 5d COOLERS "I" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER FOR STRAP - 3 8 d COMMON NAILS c EA. I ONE END CF STRAP (WRAP STRAP STRAP UNDER SILL PL.) FOR EXIST. /NEW C.M U. (GONG. BLOCIK� SPECIFIED 0 O WALL SHEATHING TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN FOR EA. PLATE TO STUD ABOVE d OR BELOW - w/7/8"d) THREADED ROD _22- _IC_ d COMMON NAILS j STRUCTURAL PANELS 5d COMMON 6" EDGE / 12" FIELD " a ° ALTERNATE CCNFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS "1" EDGE l0" FIELD / /� /� I,�' C • FLOOR GCNNEGTION w/ # LPT4 SIMPSON (OR 5d NAILS STRAP W(SEND NAILING/STRAPP I NO (P Y I NPON/DOOR HEADER STAN DAR,®/ALTEfPNATE EQUAL) � PLATFORM TO SILL PLATES OF EA. STRAP To EA JOIST-(FOR FLOOR SHEATHING (SUE3FLOOR) ALTERNATE USE NOTATION: SIMPSON H2.5 A- NUMBER OF 5d NAILS 0 EA END OF STRAPPING (2015 WFGM,TABLE 3.7, P. 15q) CONNECTION E STRUCTURAL PANELS: B -NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY To DOORS) (2o15 WFCM,TABLE 3.23B, P. 2gI) I" or LESS: 5d COMMON 6" EDGE / 12" FIELD REVISION HISTORIC G -NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.230,P. 2q2; GREATER THAN I": loci COMMON 6" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D, P. 2q5) — NO. DATE DESCRIPTION D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 0 EA. SIDE I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. A D (2015 OF TABLE 3.7,P. EA.V51AT STUD TO FLOOR ASSEMr3LY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. E - NUMBER OF JACK STUDS EA. END H HEADER(2018 WFGM, TABLE To EN P. 288) a FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - Nl.'MBER OF I6d NAILS,END-NAILED THROUGH ADJP�:ENT JACK STUD TO END OF 51LL(5) ® EA. SIDE PLATE(5) CONNECTION D (DOES 'NOT APPLY TO DOORS) (2015 WFCM,TABLE 3.5,P. Iq1) ° • SLAF3 ON GRADE APPLI DATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 'e ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. _ 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E • FOR STRAP - 3 8 d COMMON NAILS 0 EA. 3 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B • ° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS °' 4 USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) FOR EA. PLATE TC STUD ABOVE 3 OR BELOW - _2_ _16 d COMMON NAILS A NOTATION ROUGH A B G D E F G CPNG 2 1 1 1 1 1 DRAWING STATUS 4'-o" 4 1 2 2 2 2 SPL I S I NO OF TOP PLATE GA13LE ENDWALL " - PROVIDE (2) 2"x10" HDR(MIN.) U.O.N. 6'-O" 5 1 3 5 3 3 E3RACING/STRAFFING DOB ID NUMBER: (B) - RE6ZUIRE5 SILL PLATES OF 2"x6" (MIN) BLOCKING 2 FOR RAKES 12"OR TOP PLATE LE55 PROVIDE 2 5 4 4 4 5PLIGE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK e BLOCKING ® 12" OC. LENGTH FOR WIND - EXPOSURES Bd G - FOR WIND - EXPOSURES B C - 4'-o" O.C. To ACHE VE RAKE o.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF \ t BUILDING MINIMUM SPLIGE'2"4 BUILDING MINIMUM SPLICE'�34 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) 5d NAILS EA 12'-0" 3'-0" OF EA. STRAP 16'-O" 3'-O`/3'-q` I b'-O" ,}'�" ATTIC ANCHOR E30LT SPEC-,., IFI PATI ONS 20'-0" 51-0" b"-I2 SPEGIFIGATICN (2018 WFGM TABLES 3.2A d 3.28, P. 157-160) BACK 0 4'2-0'BAYS 0C. TRE CORNER 24'-O" 4'-O"/5'-O" 24'-O' 6' BLOCKING-O" CONDITION sa FOR ALL STRUCTURES: HOEDOWN 5/5"m ANCHOR BOLTS G 3q" O.G. 25'-0" 5'-O"/6'-3" 28'-O' 'T'-0" , ANCHOR BOLT 32'-O" 8'-O" STRAPPING, NAILING DETAILS SECOND FLOOR ry Z NOTES: 1- TABLENGTHS ASSUME SPLICE LENGTASSUME TOP PLATE-TO-TOP PLATE l & FASTENING SCHEDULE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPAGTIK SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT WMBER OF NAILS BLOCKING 2 BAYS SEAL & SIGNATURE DATE: 03/06/2021 • ' s I NATURE END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-0" O.G. 'o fix' PROJECT NO.: CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL 2,TABULATED SPLICE LENGTH5 A55UME A BUILDINS LOCATED 50'-0" 10'-O"/12'-6" 50'-O" 13'-O" o IN EXPOSURE B TYP. STRAP w/(3) AI n TOP TWO COURSES SOLID 5d NAILS EA. END j tp?/,,�„�'�' •`V DRAWING BY: YDS JB j 5.TABULATED SPLICE LEW5THS ARE BASED ON 5 FOOT WALL 601-0" 12'-O"A5'-D' 60'-O" 16'-O" of EA. 57RAP ? 7w 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,K THE TABLI-ATED UNIT r \„vv 6� d CHK BY: JB OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS LATERAL LOADS SHALL BE MILTIFLI®BY W5; FIRST FLOOR PLAN DIAGRAM OF ZONES FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O” 14'-o" 70'-0" lq'-O' DWG_ NO.: NOTED MIN SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" a 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): _ 161-0" 80'-O 22'-0• rt FROM ENDS AND CORNERS TWO (oCORNERS) I WALL-1.125 3079 G-003.00 (SEE DIAGRAM TO LEFT) Io'WALL' 3-M BLOCKING 2 BAYS ii'WALL - 1 X75 THIS COLUMN w/hP'LTIPLIER i 12'WALL-1.5 FOR 10'-0"rULT WALL BACK 0 4'-O" o.G. 4. COORDINATE w/ HOLDOWN LOCATIONSr 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL CAD FILE NO. PAGE 3 OF 15 MISCELLANEOUS FRAMING GRAPHICQ CONTINUOUS BUILT-UF GIRDERS, PROJECT OR MORE �UPPORT� FIREsBLO�K INC FOR PLATFORM WOOD FRAMING DICKERSON RESIDENCE (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A WORKINO KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY RE6nREMENTS: (FOR ENGINEERED LUMBER ho. WOOD I—JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) ADDRESS AIVD ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) a IE a E A6 WHEN GIRDERS HAVE UP OF JOISTS NAILED CONNECTION N DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER CUTCHOGUE, NY 11935 BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON—LOAD BEARING WALL OFFSET FROM SUPPORT A ( MAX-32' LOCATED BETWEEN CNE SIXTH AND ONE QUARTER AS FIRE-STOPPING. 11 2)ROY IOd NAILS® 12-O-G. P THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CON5TRUGTION. THE DOUBLE JOIST STUDS STUD B (3)ROY,lod NAILS a 12•O.C. SUPPORT. No TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPINS. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 5UBFLOOR G (2)ROY,III m BOLT5 a 12.O.C.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3- FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE DBL ® ENDS TWO-PIECE SOLE PLATE BUILT LP GIRDER P MAX.32" , PLATE SERVE A5 FIRESTOPPING. SOLE PLATE D (2)ROY,1/2" m BOLTS a 16'O.C. NAILIR5: ARCHITECT TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE E (2)ROY 1/2• m BOLTS® 2a•O.C. SIDE WITH IOd NAILS, TWO NEAR EACH ENG OF JOIST SERVES AS FIRESTOPPING. BETWEEN 1/6 EACH PIECE, OTHERS STAG-GERED WITH A DISTANCE 5 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING (2)ROY,3-3/8"TRU55LOCK 5GREW5 a I2-O.C. a 1/4 of A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL F CREWED ON(U SIDE OF MEMBER OR OF NONCOM-BUSTIBLE FILL. S ' LINE; OR GIRDER5 ARE TO BE NAILED FROM EACH G (2)ROY,3-3/8'7RUSSLOGK SGREY,® 16•o-c. SIDE w/ IOd NAILS, TW0 NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION. THE SOLE SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 5TAOGERED w/ A DISTANSE OF 32" AND 2 INCHES OF WOOD BLOCKINO PLACED BETWEEN (2)ROY,3-3/5'TRUS5LOCK 5CRY,Ea 24•o c- BETWEEN NAILS IN A HORIZONTAL LINE. — JOISTS SERVE AS FIRE5TOPPIN5. o o f ° c, m p95@ JOIST H 51-REPED ON(1)SIDE OF MEMBER !�H I..k.� �8�®8 MAXIMUM OFFSET THREE-PIECE l- FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND ®S John 6 (2)ROM 5"73055101-- -1 1-1� -- O.G. BUILT UP GIRDER MAX-32' THREE-PIECE GIRDERS ARE TO BE NAILED w/20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS BQ'��I NY 11201 JOIST DEPTH, d scREWED ON BOTH SIDE OF MEMBER p. MATCHED 51ZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA- SERVE AS FIRESTOPPINS. UNDER NON-LOAD BEARING FIRESTOPPING AND K 50 ROWS 5' E30TH SID SF ME ER O.C. PIECE, IN:LUDIN5 INTFRMIDIATE JOINTS, AND w/ THE 4 SGREYED ON BOTH SIDE of MEMBH2 PARTITIONS a 32" O-G- BLOCKING STUD OTHERS STASGERED w/ A DISTANCE OF NOT MORE — 3 8- THE HEADER SERVES AS FIRE-5TOPPIN5. info@fc)rmworks--cimh.com L (2)RCVS 5'TRUSSLOGK SGRENY® 24'O.G. BETWEEN I/6 " DOUBLE PLATE scREWED ON BOTH SIDE OF MEMBER q.U4 OF A THAN 32BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL $®PPY11l oft-arch.com BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO ' P FGU'R-PIECE CIDERS ARE TO BE ASSEMLED AS _ STRINSER TO SERVE AS FIRESTOPPING. CEILING BRACING = SHOWN, AND NAILED w/20d NAILS AS SPECIFIED CANTILEVERED FLOOR 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON GABLE ENDWALL Pte►+sI+ALL USE CONNECTION PATTERN WHEN b"OR SMALLER 1 FOR THE THREE-PIECE GIRDER. Io. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN 8'WHEN 10"OR LARGER P I FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH 'IUD 2.WHEN 5CREYnNO OR NAILING FROM BOTH SIDES OF MEMBER- FGL'R-PIECE AN--HORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT LP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR —SOLE PLATE 2"x4"CONTINUOUS GABLE END FIRE5TOPPIN0 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a 6'O.G- TRU55 MASONRY PIERS, NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BAND AND CHIMNEY. THE SPADE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED CI-J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON NAILING PATTERNS FOR SIDE LOADEeD BEAMS 00 - S=LUSH BEAMS) NONCOMBUSTIBLE LATH, EXTENDINS TO CHIMNEY FACES, WILL SERVE clo) 8d -LOCATIONS REQUIRUNG FIRESTOPPINS- AS FIRESTOPPINO. + NAILS FIRE- FIRE- W7OD FIRE5TOFP1NG FIRESTOPPING STCFF'RY STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOFFING sroFPn� MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS a 10" O.C. NAILED' BOLTED' t` BLOCKING 2"x4"BLOCK NAILED TO EA- BRAGS I,I H/(4) IOd NAILS 2 clop-lMONd 3 COMMON R MONd ROYG)� 2 BOLT J4• 2 ROY • .r n FIRe5TOPPING WHEN BOLTS BOLTS VERTICAL O 12"O.G.` I ® 12.O.G.` 00.STAll ®12'O.G. 06'O.G. COVERING 15 APPLIED STUD E OF GYP5U r1 BOARD 20 ga. STRAP TWO ROY,12"O.G. THREE ROY,12•D.G. To UNDERSi Of5T5 DOUBLE PLATE * (10)Sd NAILS ,- o 0 0 o a o LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 5d COOLER NAILS® lo" o-G. BEAM .,ELECTION w/ STD. NAILING JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES 1 4 8 o s * DENOTES ALT FOR USE OF DRYWALL 5611 I �LE A W,, LOCATION OVER STUDS, UNLE55 TOP PLATE 15 4•a EDGE/12"a FIELD FULLY BLOCKED I TOP Atm BOTTOM ROM SHOMV BE 2•FROM EDGES SOLE YnoD FIRESTOPPIW- OF CARVER DESIGNED TO CARRY THE LOAD SCREWS xb -Wa'TYPE W OR 5 FlREsroFPlw 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOGATEV 2" TY{O Rows 24.O.G.STP.00� 1I Rows b"O.c. LOCATION 5 LOCATION 6 .. FROM THE TOP Alm BOTTOM OF THE MB•L'♦3i EVERY BOLT MIST Exma;l THROUGH THE FULL INTERIOR STUD DETAIL THIG40E-55 OF THE MEMBER tSE KA5141ER5 UNDER HEAD Atm NUT ° ° ® ve OVERLAID ROOF 3.STACGER EACH ROW OF FASTENERS BY 12•- ATTACHMENT 9 VALLEY 4.FOR-THREE-PIECE MLM THE SPECIFIED NAILRY t5 FROM EACH SIDE. © O e C O © TO BE FII I Fn s MM NONGOMBLS"FLE FIRESTOPPING 2'SPACE NOT 77V 5-FO R-PIEEM6 GE MER5 SFiI ONLY BPI® E U5ED P410 LOADS ARE APLTO FIRESTOFPRiS APPROX.1 MGH THICK W BOTH SIDE OF THE MEMBER. 6.VALLE5 FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6.O.G.OR TRIPLED FOR 4.OL NAIL 5FAGIPU LOCATION-1 .\ \ 5TD.NAILINS FOR TOP LOADED M1;LTIPLE-PIECE BEAMS: STRAPPING w/ 4 8d NAILS T 2 ROME'GF Ibd COMMON NAILS(IZ'ac)FOR DEPTH`' 12•op. G LE55 LOCATION 8 J \ \ FIRESTOPPfN LOCATION q a EA-END a R.R- 8.3 ROY-OF Ibd COMMON NAILS(12•a.W FOR DEPTF6 OF K",16"4 18'- LOCATION 10 FULL WIDTH 2" BLOCKING— Y- 7 / O - lu r-,,ONSTRUC.,TION DETAILS 4 WIND LOAD PATH OONNEOTION DETAILS TOP PLATE DRILL 2"4 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE r-EINTERSECTION DETAIL - XIST. ORNEW ISSUE DATE NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 loci NO. DATE DESCRIPTION CONTINUOUS LO],,ER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s 01 06/23/21 ISSUE FOR DOB FILING ALIGN NEW d EX - R.R. AS SHOWN KING STUDS > PLAN VIEW ROOF,RR. INLINERED WOOD JOIS WOOD JOI CRIPPLE STUD BLOCK I NO JOIST HANGS HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE—NAILS GIRDER/HEADE —fl WOOD GIRDER JACK STUDS WOOD JOIST REVISION HISTORY f —MAIN MEMBER w s NO. DATE DESCRIPTION w 100 0 1 � m JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION 1 1 TOE-NAILS SHALL BE DRIVEN a AN AN5LE OF MEMBERS-/ N-DIAM.x 3 APPROX 30° W/THE MAIN MEMBER d STARTED APPROX. )� THE LENOTH OF THE NAIL FROM THE MEMBER END, 1. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAM.'s ATA GO' ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 3. TO AVOID SPLITTIN5,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILIN5 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA- 51DE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST —O TOP PLATE DRAWING STATUS -HIM. CHASE SECURINO (5-1 STD. SIDE WALL DOB ID NUMBER: WALL STUD NOTE: (SIM. es CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON—BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION N1 STUDS TO ATTIC FLOOR d BLK'G TO R/L SIDES w/STRAPPING TO R/L 510E5) V TOPPLATE © O N m Q Vel I ND RESISTANT �ON�TRU�TI ON CONNECTORS CHIM. CHASE WALL 13 z hiQ " V- -13 o CONNECTION LOCATION: PART NUMBER: NOTES: RIDOE—TO—RAFTERS 0220 9 21" APPLY TO EACH PAIR OF RAFTERS RAFTER—TO—WALL H-1 TLE APPLY TO EACH RAFTER FRAMING GRAPHICS, p- Z Q (L D- 11J 7 ROOF ° d a Q RAFTER—TO—PLATE W5 or H2.5 APPLY TO EACH RAFTER BEAM CONNECTION PATTERNS, REQ'D BLOCKING -A N 11- o 0 N PLATE-TO-WALL STUD 1520 (9 1,5" & FIREBLOCKING DETAILS To ALIGN "If STRAPPING W?„ Q APPLY TO EACH WALL STUD o EA. LEVEL ABOVE THE FIRST FL. ® z w K 2ND. FLOOR WALL—TO—IST. FLOOR WALL LFTA or 1220 ca 56" APPLY TO EACH WALL STUD SEAL & SIGNATURE DATE: 03/06/2021 ® HEADER—TO—JACK STUD 0220 � 12" % F► FLooR�CLG. APPLY TO EACH JACK STUD � a.. ,' "`: PROJECT NO.: CRIPPLE STUD—TO—HEADER H3 APPLY TO EACH CRIPPLE STUD ,: '> /' u , � DRAWING BY: YDS JB ass d I 3� 41 CHK BY: JB SHEAR WALL HOLDDOWN AN HOR SST616 APPLY TO EACH SIDEWALL END j '` ..'•.; ,,: . I' cl DWG—NO.: WRAP UNDER DOUBLE SILL PLATE °'~a -gN.::w, i• a IST. FLOOR—UNDER—SILL PLATE 0220 SIDS VIA FLAN VIEW (USE WITH 5" SQUARE HASHERS) yyy ': G-004.00 USE THE FOLLOWINa OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT GONSTRUGTION. 1' f FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPACITY. CAD FILE NO. PAGE 4 OF 15 PROJECT DICKERSON RESIDENCE ADDRESS CUTCHOGUE, NY 11935 ARCHITECT NOTE: NOTE: 82 John Stmt ALL VENTS ARE TO BE LOCATED AT THE THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE Brooklyn, IUV 91209 REAR OF THE HOUSE. RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG T 212 796 2 ALL VENT PIPES ARE TO HAVE LEAD WITH THE PLUMBING CODE OF NEW YORK STATE AND THE 1nfo@4ormwoeks-arch•com COATED COPPER SLEEVES / COVERS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL fbamw® -arch.co ° GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND 3"VENT THROUGH ROOF INSTALLATION OF SANITARY DRAINAGE SYSTEMS. 3"VENT THROUGH ROOFJ L I L ROOF 3" 2" 3" 3" 2" 3" 2" 2" — — — — — — — — ' SECOND LEVEL BATH #3 2" 3" 2" 2" 2" 3" 3" 2" ISSUE DATE NO. DATE DESCRIPTION 3" 01 06/23/21 ISSUE FOR DOB FILING 2" 2" 2" 2" 2" 3" 3" 2" 2" " D.W. 2 WASHER KITCHEN — — — — — — — — — ,AMAIN LEVEL BATH #1 BATH #2 POWDER OOM LAUNDRY 72„ 2" 2" 3„ 2" 3" 2" 2" 2" 2" 3" 2" REVISION HISTORY. NO. DATE DESCRIPTION 3" 3" 3" 3" 3" C.O. /� 4" F.A. VENT ABOVE GRADE � \ ` I�-- C.O. C.O. � 4" " C.O. C.O. / 4" C.O. 4 4" _ _ 4" 4" TO SCDHS APPROVED 4" CI HOUSE TRAP SEPTIC SYSTEM DRAWING STATUS DOB ID NUMBER: PLUMBING RISER DIAGRAM N.T.S. TITLE PLUMBING RISER DIAGRAM SEAL & SIGNATURE DATE: 03/06/2021 PROJECT NO.: DRAWING BY: YDS JB CHK BY: JB ..:; DWG. NOr. S Y G-005.00 CAD FILE NO. PAGE 50F15 PROJECT CONSTRUCTION NOTES DICKERSON RESIDENCE ADDRESS 1. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH CUTCHOGUE, NY 11935 THE EXISTING CONDITIONS,SITE,DELIVERY ACCESS,& ADJACENT PROPERTIES PRIOR TO BIDDING. 2. ALL DIMENSIONS SHOWN ON PLANS REQUIRE FIELD VERIFICATION PRIOR TO CONSTRUCTION-CONTRACTOR SHALL IMMEDIATELY REPORT ANY STRUCTURAL DEFECTS OR DEVIATIONS FROM THE CONTRACT ARCHITECT DOCUMENTS TO THE ARCHITECT. 3. COORDINATION OF DRAWINGS/FIELD CONDITIONS SHALL BE VETTED AND VERIFIED,IN TERMSRMSOOF 27 -O�� ESTABLISHING CLEAR INSIDE WIDTH DIMENSIONS AND I. EXISTING OPENINGS.. 6'-2" 7 -O 7 -O 6'-2 99 4. IF ANY UNCOVERED PORTIONS OF THE BUILDING ARE F o wigXm r('Hi� DEEMED UNSAFE OR IN DIRECT CONFLICT WITH 02 John RrW I I I I I DRAWING INFORMATION,CONTRACTOR TO SEEK Brockyn, NY 11201 DIRECTION PRIOR TO ADVANCING CONSTRUCTION.. T 212 796 2685 5 WOOD FRAMED DECK TO 5. FLOORS ARE TO BE PREPARED FOR FINISH SURFACE/ 0Irk ' aEmwOPks�n rchocOm INFILL AND SHALL ASSURE LEVEL AND CONSISTENT ldar 1PMoft-arch.com BE FRAMED W/2X8 JOISTS SUBSTRATE OR FINISH. 16" OC WITH (2) 2X8 88'-0" MEMBERS BETWEEN PIERS of GENERAL NOTES: 6. ASSURE FULL MECHANICAL COORDINAT10N WITH 9 —0 15-0" 27 ' XIS —0 1. FOUNDATION WALL ARE EXISTING CONDITIONS&ARCHITECTURAL DRAWINGS,. 13 —4 12'-0" 11 -8 9'-0" HIGH UNLESS NOTED OTHERWISE 7. ALL GWB WALL TO BE CPNT-1J U.O.N. 0 2. ALL ANGLED WALLS B. THE SITE MUST BE LEFT SECURED AND CLEAN ON A ARE @ 45 DEG. UNLESS DAILY BASIS NOTED OTHERWISE r- - -- - - --- - 9. PROTECT EXISTING STRUCTURE TO REMAIN FROM -- - -- POTENTIAL DAMAGE. I I 10. EXISTING STRUCTURAL WALLS,COLUMNS AND BEAMS 8"x9'-0" HIGH POURED CONC. ! TO REMAIN.. I FOUNDATION w/ 16"X8" ! CONT. CONC. FTGS. 24X24X10 FOOTINGS 36" O I - -- --- MIN. BELOW GRADE, 10" ' DIAM SONOTUBE TO 6"ABOVE ! ; ' ; 0 O GRADE, TYP. 0 00I 0 ! I cn CD o � f i I UNEXCAVATED U 0 cr) CD ! I — w � a0 i cnl a in ---J I j -- —- - - - --- --- -- - - - —-- -- -- CN \ � 8 POURED CONC. FOUNDATION 8"x9'-0" HIGH POURED CONC. W/ 16"x8" CONT. CONC. FOUNDATION w/ 16"X8 Ln C5I U) CONT. CONC. FTGS. I FOOTING TO BELOW FROST LINE o I _ I 00 co Ln 2x6 BEARING WALLLn ci I CO 16"X8" CONT. _ W/ U) SEAM CONC. FTG. °O CD V) P �Wl 2X4 5 --- -- - --- j OCKET-, _ci 48"x48"x24" �� --- --- - - °° - 19'—6 1 /2' CONC. PAD 7'—5 1 /2_" ! - 18' 0" r �y ! 17'—4 � n� 11 7 8"II-JOIST 2x6 BEARING WALL I LANDING I j > @ 16 0 C W/ 16"X8" CONT.- _ - I 3" e STEEL PIPE I ( i CONCEALED CONC. FTG. \ i ( --- 1 X4 - - -- - COLUMN --- - �W1 BEAM ISSUE DATE W 2 5 CO 2X45 z (2) 1 3/4"xll 7/8" u- 7,- - _ _ ® -- - ---POCKET _ _.:i N = I LVL ' - — i t N0. DATE DESCRIPTION \ N o - 48"x48'x24" 48" 48"X24" - _ - _ -- — __ - 01 06/23/21 ISSUE FOR DOB FILING d � I ___ _ I_i I ! CONC. PAD CONC. PAD � _-- - -- -- ; I In— — ! Il; °°`° �L l DOUBLE JOIST � d O i `� _=_ - ■ UNDER FIREPLACE BASEMENTCn i -- - � - �RRAILING 4" CONCRETE SLAB WATER HEATER = 6 mil POLY VAPOR BARRIER o FLOOR DRAIN @ 4" COMPACTED GRANULAR FILL _ 00 j I Sump!PUMP PIT CONCEALED I °O_� N FURNACE (2) 1 3/4"xl l 7/8" I ! j - LVL Ln j II UNEXCAVATED I O if CHASE }— - - ---- BEAM BEAM-- -�W12X30 BEAM -- - *-- --- - - - -- - - -- --- -- -- -- ___ FRAME WALL BACK j I 4" ON FOUNDATION I ! REVISION HISTORY: - - -- -- ---- -- -- POCKET POCKET I N NO. DATE DESCRIPTION cn j - i I NEXCAVATED " t ! - 00 7 -0 (_0 7 -0 7 -0 7 -0 co ! L i C) — i I ! Lu cc _ - I of I 8"x9'-0" HIGH POURED CONC. I I ' �}- 24X24 PIER FOOTINGS 36" WOOD FRAMED DECK TO FOUNDAT ON w/ 16"X8" ( I MIN. BELOW GRADE, TYP. BE FRAMED W/2X8 JOISTS I CONT. C NC. FTGS. 8" POURED CONC. FOUNDATION Ln 16" OC WITH (2) 2X8 I- W 16"x8" CONT. CONC. I ( _ , MEMBERS BETWEEN PIERS o ! FOOTING TO BELOW FROST i DRAWING STATUS - ! ---------- --- J L LINE CD 0 N DOB ID NUMBER: BLOCK OUT FOR 18'-0" DOOR 9'-0" 15'-0" 27'-0" 13'-0" 24'-0" 88, 0" - TITLE FOUNDATION PLAN NCONSTRUCTION _ SEAL & SIGNATURE DATE: 03/06/2021 PLAN FLOOR _ 00 PROJECT NO.: 01 » C'i��D `..DRAWING BY: YDS JB 1 /4 — 1 —0 �� cNAN a -'/�, CHK BY: JB DWG. NO.: 30794 �fl� A-100.00 �F CAD FILE NO. PAGE 6OF15 OPENING SCHEDULE MAIN LEVEL 2009 sq ft. PROJECT OPENING ID TYPE PRODUCT CODE SIZE COUNT SECOND LEVEL 848 sq ft. CONSTRUCTION NOTES DICKERSON RESIDENCE 1 WINDOW 3OX18 Transom 2'-6" x 1'-6" 2 TOTAL FINISHED 2857 sq ft ADDRESS 2 WINDOW 30X60 CASEMENT 1 - 18" Transom 2'-6" x 6'-4" 3 GARAGE 700 sq ft. 1. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH CUTCHOGUE, NY 11935 3 WINDOW 72X42 CASEMENT 2 6'-0" x 3'-6 1 THE EXISTING CONDMONS,SITE,DELIVERY ACCESS,& 4 WINDOW 90X72 CASEMENT 3 — 18" Transom 7'-6" x 7'-4" 1 ADJACENT PROPERTIES PRIOR TO BIDDING. 5 WINDOW 48X48 CASEMENT 2 4'-0" x 4'-0' 1 2. ALL DIMENSIONS SHOWN ON PLANS REQUIRE FIELD 6 WINDOW 90X72 CASEMENT 3 7'-6" x 6'-0" 1 VERIFICATION PRIOR TO CONSTRUCTION..CONTRACTOR SHALL IMMEDIATELY REPORT ANY STRUCTURAL A DOOR 60X96 GLASS 2 5'-0" x 8'-0" 6 DEFECTS OR DEVIATIONS FROM THE CONTRACT ARCHITECT B DOOR 36X96 GLASS 1 3'-0" x 8'-0" 2 DOCUMENTS TO THE ARCHITECT. C DOOR 36X80 GLASS 1 - 18" Transom 3'-0" x 8'-1 1/2" 1 3. COORDINATION OF DRAWINGS/FIELD CONDfTIONS lRouffam(who SHALL BE VETTED AND VERIRED,IN TERMS OF ESTABLISHING CLEAR INSIDE WIDTH DIMENSIONS AND D DOOR 28X80 1 2'-4" x 6'-8 8 E DOOR 60X80 2 5'-0" x 6'-8" 1 EXISTING OPENINGS.. I @m�f o L mhNmiu @ p1�@ 4. IF ANY UNCOVERED PORTIONS OF THE BUILDING ARE �� I,�� G DOOR 32X80 1 2'-8" x 6'-8' 1 DEEMED UNSAFE OR IN DIRECT CONFLICT WITH o� H DOOR 24X80 GLASS 1 2'-0" x 6'-8" 'I STEPS PER DRAWING INFORMATION,CONTRACTOR TO SEEK Brooke NY 11,201 J GARAGE 216X96 - COUNTRY 4 PANEL 18'-0" x 8'-0" 1 GRADE WOOD FRAMED DECK TO DIRECTION PRIOR TO ADVANCING CONSTRUCTION.. T 21 P 796 2605 K DOOR 3OX80 1 2'-6" x 6'-8" 0 __ BE FRAMED W/2X8 JOISTS --- -- - --- - - - --- -- --- - --- 16" OC WITH (2) 2X8 5. FLOORS ARE TO BE PREPARED FOR FINISH SURFACE/ Ma0fOFmwOEks-arch°CcOI�TIi (2)2X8 89'-0' MEMBERS BETWEEN PIERS INFILL AND SHALL ASSURE LEVEL AND CONSISTENT 12L" 9'-0" 15 -0 27'-013 -4 9'-8 14'-0" SUBSTRATE OR FINISH. ' ASSURE FULL MECHANICAL COORDINATION WITH 6. 2 -6 10 -0 2 -6 ' 10 -0 7 -0 7 -0 13'-0" 6 -8 ,, 6 -8 4 -0 5 -8 5 -8 5 -0 3 -4 EXISTING CONDmONS&ARCHITECTURAL DRAWINGS,. 7. ALL GWB WALL TO BE U.O.N. I (2) 1 3/4"x11 7 8" B. THE SffE MUST BE LEFT SECURED AND CLEAN ON A 5 -7 1 '— 915'-10" 1 '— " 5'-10" 1 '— " 5' 7" 2 — LVL HDR DAILY BASIS 0 0 _j 4 _-.. _ -_ _ 9. PROTECT EXISTING STRUCTURE TO REMAIN FROM ------.__....__ -- POTENTIAL DAMAGE. CPNM 00 8"X8" W OD COLUMN (TYP) 10. EXISTING STRUCTURAL WALLS,COLUMNS AND BEAMS TO REMAIN.. ❑ __ _____ - _ -..__ -_ 2x8 RAFT'S & C.J'S ®- - --� — - -0 rl @ 24" O.C. � � O O I ❑ 0 0 COVE ED PORCH CD o WOOD o BILCO F ATCH = % N D N I N C STEPS PER 55X72 O Q '1 GRADE 5$--5$9 \ / � n- © HARDWOOD ❑ n oxo 00" --- - cn PRIMARY - --- --- ® -- - - ® - - - _ ® - —�-° 0 2 _ J / , ROD & SHELF !U -- --- 16'-2 7/8" HIC I 2x6 WALL/ CONCEALED P O IIID E R _ NBEDROOM (2> 13/4"x117 " M ^ \ VLA\;_= IN 0 CARPET a0© Q WALLS _LVL "_ - P A N T R Y N HA DW OD O7= CA PES ARD-�wx o C 4 -0 6 -5 HARDWOOD r`D O TIE-? © WOOD w z 00 o N l//. 'i 2X8 WALL C) I BEARING WALL I o I ; ;C 5'-0" x 6'-B" c F- 2'-� J -0 3 -5 BARN DOOR & TRACK 14 -0 4 - 2 -0 I i n, Z o - - -- - o- S . Lu o0 wm -� - - -- - -__- MUD 2x8 RAFT'S & C.J'S 4'-0* x 6'-8" , „ , LANDING - - - - - I 48" RANGE W , C' o cn N @ 24" O.C. -6 12 9 -2 5 1 I 3 -6 1 T-6 1 / " ! HOOD ABOVE �� " Y ROOM \ W LAUNDRY ' ' RAIL G GREAT ROOM II , i < N o Z GLASS WALL ON a d- I 3 z HARDWOOD 03 =o TILE _ N o TILE CURB TIE SHOW JOB R I OI I m Q -- O HARDWOOD Q oo BATH #1 I- - N i - NEl- in o0 ! .r =r Q z z ISSUE DATE ao TILE -- - v -- m o DRYER WASHER --- _ _ -------- ---- M m I 2x6 WALL , A ,I _ 2 STORY CEILING— SEE ¢ I NO. DATE DESCRIPTION N _© V40 ",MAKEUP 640 ��/ �' v '- l _ 011-06/23/21 ISSUE FOR DOB FILING - " o A DW00 - - m FlREPLACENW/ FOR STRUCTURE I !o 1 STEPS SECOND LEVEL FLOOR PLAN _-, O O - o cn PER GR DE -- - --- � THINSET STONEru, T. GARAGE WALLS �n - - " 1 - _ J VENEER & FLUSH x w — - -- -, ' w/ 1/2" SHEATHING (TYP.) 8' 8" d- O _ - — - - o � � m - — -- - -- 5'-1 " 6'-7 1A" d o N TIE HEARTH � �' I I N 0 0 coon 0 00 Jaz - - - --- - 2,-0„ o - z �� - 2 CAR GARAGE �� 7,-9„ 8,-5„ cn Caw ! cn ^ 5 1 2'X5 1 N o I 00 I ofLn 6'-0" 1 1 WO 2 / 2—STORY ENTRY �� 2 0 w _I I KITCHEN WO D POS f cv o 4" CONCRETE SLAB `/�' - H/�RDWO D v SLOPED TO DOORS Ln _ V V I C COMPACTED GRANULAR FILL U 10-1 1 8" HIGH CEILING- �� o_ - � HARDWOOD N TILE �_ I 9 STORY CEILING CONCEALED Q SECOND LEVEL / 2x8 RAFT'S & C.J'S ,2x8 RAFT'S & C.J'S -CHA CLOS T 16'-2 7 8" Hf (2) 1 3/4"x11 FLOOR UNE 2x6 WALL oo @ 24" O.C. @ 24" O.C. WALLS 7 8" LVL FARMHOUSE x � r- I' _ SINK ® � -- ®— - ® -- --- ® 36" REF. z REVISION HISTORY. i - - - DISH. I FRAME WALL BACK 2x4 EXT. GARAGE 9' 0" , -�1 N0. DATE DESCRIPTION BEARING WALL 2 6 ALL; I J 2" ON FOUNDATION a (TYP.) CS v - w WALLS TYP. s � v � v N o ❑ QN COVERED PORCH QN co N BEDROOM 1 © WOOD © I I 2x4 EXT. GARAGE C i I0 00 00 x, d 8"X8" WOOD WALLS (TYP.) HARDWOOD N (2)2X1 (2)2X1 POST (TYP) 7 I cn p� - -- -- - -- _�- -- - ❑ _ 8X8 WOOD -- 00 CO� ! I r` COLUMN (T P.) -_ ii Q0 CONCEALED I (2) 1 3/4"x11 7/8" 2x8 RAFT'S & C.J' ; ; ,2x8 RAFT'S & C.J'S @ 24" O.C. @ 24" O.C. N LVL C, = SILL _ DRAWING STATUS � (_0 - - -- I I LVL F{�R4„x1 ., DOB ID NUMBER: cel 6 — 8'-0" HIGH HEADER 5'- 3/4" 14 r'-10" 141 51-10" 14' '-2 1/4' 12'-4" 5'-0" 5'-0" 2'-8 1 2" 6"8 1 /4" '—b" �'- 3'-7 1 / 6'-8 1 /4" 6'-3 3/4" 3'-0" 18'-0" 3' 0" 12 ' 7'-0" 2'-0 2'-6' 10 '0" 2'-6' 27'-0" 13"0" 24'-0" 89,_0„ TITLE FIRST FLOOR PLAN CONSTRUCTION _ FLOOR 01 SEAL & SIGNATURE DATE: 03/06/2021 _O» 1 /4 — PROJECT N0 / — VAAAl Q y�A DRAWING BY: YDS JB �O CHK BY: JB h ..,�. C I DWG. NO.: A-101 .00 of �`�....N CAD FILE NO. PAGE 70E15 PROJECT OPENING SCHEDULE CONSTRUCTION NOTES DICKERSON RESIDENCE OPENING ID TYPE PRODUCT CODE SIZE COUNT 7 WINDOW 3OX60 CASEMENT 1 2'-6" x 5'-0" 6 ADDRESS 8 WINDOW 24X48 CASEMENT 1 2'-0" x 4'-0" 6 1. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH CUTCHOGUE, NY 11935 THE EXISTING CONDMONS,SITE,DELIVERY ACCESS,& D DOOR 28X80 1 2'-4" x 6'-8" 2 ADJACENT PROPERTIES PRIOR TO BIDDING. G DOOR 32X80 1 2'-8" x 6'-8" 2 2- ALL DIMENSIONS SHOWN ON PLANS REQUIRE FIELD L DOOR 72x80 BIFOLD 2 6'-0 x 6'-8" 0 VERIFICATION PRIOR TO CONSTRUCTION-CONTRACTOR M DOOR 60X80 BIFOLD 2 5'-0" x 6'-8" 2 SHALL IMMEDIATELY REPORT ANY STRUCTURAL DEFECTS OR DEVIATIONS FROM THE CONTRACT ARCHITECT DOCUMENTS TO THE ARCHITECT. SECOND LEVEL 848 sq ft. 3. COORDINATION OF DRAWINGS/FIELD CONDITIONS F(:o)TffflwnTho SHALL BE VETTED AND VERIFIED,IN TERMS OF 51 '-4" ESTABLISHING CLEAR INSIDE WIDTH DIMENSIONS AND EXISTING OPENINGS.. 9'-0" 15-0" L 2 7'-4" 4. IF ANY UNCOVERED PORTIONS OF THE BUILDING ARE as Glu nwolrl"m 2'—6 10'-0" 2 —6 10'-0" 7'-0 7'-0 3'—4 DEEMED UNSAFE OR INDIRECT CONFLICT WITH 82 Sohn Muroo4 L L DRAWING INFORMATION,CONTRACTOR TO SEEK l rauMy , NY 11M DIRECTION PRIOR TO ADVANCING CONSTRUCTION.. T 212 796 20,55 5. FLOORS ARE TO BE PREPARED FOR FINISH SURFACE/ htformworks-arc h.comfCFmMn�/Or�Cs-aFCcn�o�0m INFILL AND SHALL ASSURE LEVEL AND CONSISTENT SUBSTRATE OR FINISH. 6. ASSURE FULL MECHANICAL COORDINATION WffH EXISTING CONDITIONS&ARCHITECTURAL DRAWINGS,. MAIN LEVEL 14'-O' BUILLDING LINE 7. ALL GWB WALL TO BE �M=1J U.O.N. I - 8. THE SITE MUST BE LEFT SECURED AND CLEAN ON A DAILY BASIS CD CD 9. PROTECT EXISTING STRUCTURE TO REMAIN FROM � o BEDRO M 2 o POTENTIAL DAMAGE. � CATHEDRAL CATHEDRAL < w CEILING I CEILING N 10. EXISTING STRUCTURAL WALLS,COLUMNS AND BEAMS TO REMAIN.. 2x10 @ 24" O.C. 2x1042 O.C.® 48 0 16'-2 7/8" HIGH WALL 6'-1 1/8" HIGH WA I ABOVE MAIN FLOOR rom)N 6'-0" HIGH 6'-0" HIGH HEADER HEADER 00I 19'-11 " 8 2" 22,_4„ 1, Q � Ia �� W J N N � Li © 12X12 W00 ol© GIRDER CEA EDUSS LANDING a o BEAMS U �o CONCEALED (2) 1 3/4"x11 7/8' j " N N N CATH. LVL PER MANUF. — CHIMNEY W/ OPEN TO KIDS HANG ROOM I- °O8 - -- ----_-- -____ THINSET STONE BELOW TO CEILING 11 7/8" LVL ? © � o -- -- -- RIDGE BATH #3 0 - N X _03 v i 6 N -_o _I Q Q CD __ _❑ z o" z ISSUE DATE — ,— N g,—4„ Q o Q o N0. DATE DESCRIPTION 7 9 6 1 o I o CD 01 06/23/21 ISSUE FOR DOB FILING I f:D ;: -0 I \ 21 2' RAILING OPEN TO m CHASE ,—OPEN 1 i i O 020 ® © 6'-0" HIGH ® ® 8 6'-1 1/8" HIGH WALL BEARING WALL 14 -0 HEADER HIGH HEADER 16'-2 7/8" HIGH WA ❑ ABOVE MAIN FLOOR B E D R O M #J - CN __ REVISION HISTORY: _ O IIATHEDRAL CATHEDRAL v=i _ I N0. DATE DESCRIPTION 00 FILING I CEILING ® �3 N ❑ 0 @ 2 O.C- VIII II 2x1042 O.0 o I - LEVEL 7d - 7Q j BUI LDING LINE (2) 2X10 SUPPORTED BY ANGLED BEAMS DRAWING STATUS 7'-6" 7'-6" 9'-10 3/4" 7'-0" 7'-0" 3'-5 1 / DOB ID NUMBER: 7'-0" 2'-0' 15"-0" I 27'-4" 51 '-4" TITLE SECOND FLOOR PLAN CONSTRUCTIONPLAN FLOOR 02SEAL & SIGNATURE DATE: 03/06/2021 PROJECT NO.: /a _ _O NN}s,A�Q,e� ❑ DRAWING BY: YDS JB f �0, iC) CHK BY: JB DWG. NO.: A-102.00 O as 107S" ?�,'%3" �� r ff. t4�-•,�, L. CAD FILE NO. PAGE 8OF15 PRE-MANUFACTURED RIDGE CAP OF SAME VALLEY FILLER BOTTOM CHORDS MUST BE PROJECT RIDGE VENT FOLDS MATERIAL AS ROOFING NAILED W!TH 16d INTO EACH TRUSS OR ROOF SHEATHING CONSTRUCTION NOTES DICKERSON RESIDENCE OVER RIDGE TO NAILED TO SHEATHING RAFTERS RAFTER THEY INTERSECT CONFORM TO SLOPEro THROUGH VENT OF ROOF ADDRESS INSTALLATION AND RIDGE 1. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH CUTCHOGUE, NY 11935 FLASHING AS PER THE EXISTING CONDITIONS,SITE,DELIVERY ACCESS,& MANUFACTURER'S ADJACENT PROPERTIES PRIOR TO BIDDING. INSTRUCTIONS 2. ALL DIMENSIONS SHOWN ON PLANS REQUIRE FIELD VERIFICATION PRIOR TO CONSTRUCTION..CONTRACTOR SHALL IMMEDIATELY REPORT ANY STRUCTURAL KEEP SHEATHING MIN. 1-112" DEFECTS OR DEVIATIONS FROM THE CONTRACT ARCHITECT FROM PEAK TO ALLOW FREE CALIFORNIA AIR PASSAGE FRAMING DOCUMENTS TO THE ARCHITECT. RIDGE VEN TNOTE: 3. COORDSHALL E VI TTED AN AWINGS/FlIN TERM DOF Fwmwwho (v� I RAFTER CHORD UNDER SHALLBEVETTEDANDVERIFlED,INTERMSOF / VALLEY MUST HAVE SHEATHING PER ESTABLISHING CLEAR INSIDE WIDTH DIMENSIONS AND IRC 2006 REQUIREMENTS EXISTING OPENINGS.. CORRUGATED BAFFLES @ 24" O.C. - SCALE: 1"=1'-0 FOmAr,MO.r5o&TchftrWm p9c TO BE INSTALLED SO AIR FLOW IS JOIST/TRUSS CHORD 4. IF ANY UNCOVERED PORTIONS OF THE BUILDING ARE UNRESTRICTED 82 Jahn Steel DEEMED UNSAFE OR IN DIRECT CONFLICT WITH �� 11201��C� FRAME ATTIC HATCH DRAWING INFORMATION,CONTRACTOR TO SEEK Brooklyn, DIRECTION PRIOR TO ADVANCING CONSTRUCTION- T 212 790 26 2685 3 LAYERS 1 112- Iib Won rI(1711Mn arks-�1P@hoC�0011fT11 5. FLOORS ARE TO BE PREPARED FOR KNISH SURFACE/ FLASHING / RIGID INSULATION I�OF ImNVOOrks-archoC�Com INFILL AND SHALL ASSURE LEVEL AND CONSISTENT GUTTER � HURRICANE STRAPPING *GLUEDTHER SUBSTRATE ORRNISH. 1x8 FASCIA DOUBLE TOP PLATE 6 EXISTING CONDITIONS&ARHASSURE FULL MECHANICAL OITECTURAL DRA ORDINATION NGS,.2x6 SUB-FASCIA 7. ALLGWB WALL TO BE CNT-� U.O.N. SOFFIT 1X2 STOP 8. THE SITE MUST BE LEFT SECURED AND CLEAN ON A 2" CONT. EAVE VENTS CASING 1/2" PLYWOOD - DAILY BASIS DRYWALL - DRESSED ONE SIDE IF APPLICABLE 9. PROTECT EXISTING STRUCTURE TO REMAIN FROM POTENTIAL DAMAGE. EAVE VEN T ATTIC HATCH ROOF O 10. EXISTING STRUCTURAL WALLS,COLUMNS AND BEAMS TO REMAIN.. SCALE: 1"=l'-O" SCALE: 1"=l'-O" SCALE: 1"=l'-O" N, N, - ISSUE DATE 12 12 12 12 12 12� 12 12 No. DATE DESCRIPTION w 01 06/23/21 ISSUE FOR DOB FILING z — > w � f 0 LINE POCKET -- W/ GALV. METAL — --- - - . 1 _?J1 2 Lu N N CD N o 12 12 ( REVISION HISTORY. i — No. DATE DESCRIPTION Wocill FRA ED / CHA NEY 2A 2 i RIDGE VENT RIDGE VENT i I IDGE NT N N N N N N �— DRAWING STATUS I i DOB ID NUMBER: i I I N N ! 1VI 2 W 12 12 2" CONT. EAVE VENTS z Li ALL AROUND 12 12 -- --- -- - o - - - - -- - . 12 12 LL I N TITLE ROOF PLAN NOTE: ALL ROOFING TO s, BE STANDING SEAM METAL ROOF 1Z t SEAL & SI '7 -DATE: 03/06/2021 - - N JH - --- N� QED A,90 PROJECT NO.: r � ' OMAN& DRAWING BY: YDS JB 't�` CHK BY: JB CONSTRUCTION PLAN - ROOF 3079 t4 A-103.00 1 /4 - 1 -0 CAD FILE NO. PAGE 9OF15 PROJECT DICKERSON RESIDENCE ADDRESS CHIMNEY CAP W/ CUTCHOGUE, NY 11935 METAL SCREENS WOOD FRAMED CHIMNEY W/ THINSET STONE VENEER _ ARCHITECT 12 12 (�� 1 12 �OU LJ U U V 1J U � STANDING SEAM 82 John Strwt � 1� NY 112®1 METAL ROOF LOUVERED VENT B T 212 795 2685 info C$OQ'mworks-arch.com SECOND LEVEL PLATE LINE 1x6 FRIEZE lbrmwoft-&tr1.com GREAT ROOM PLATE LINE 12 1 2 '- r ANGLED WOOD BRACKET I co SECOND LEVEL FLOOR LINE MAIN LEVEL PLATE LINEco ---- -- Zo00 N I BOARD & BATTEN r SIDINGO ❑❑ D ❑❑ EIF]E] [:IF-][:] 1X4 TRIM FI❑F-1 D❑F] OF-In E:]F-]E:l 1x6 SPLASH BOARD i MAIN LEVEL FLOOR LINE TET 11 11 fill 11 11 j7H THINSET STONE GRADE DETERMINED EXPOSED CONCRETE STEPS 8X8 WOOD BY CONTRACTOR RAFTER TAILS PER GRADE COLUMN (TYP.) CONC. PORCH CONC. DRIVE WEST ELEVATION SCALE: 1/4" = 1'-0" ISSUE DATE NO. DATE DESCRIPTION 01 06/23/21 ISSUE FOR DOB FILING CHIMNEY CAP W/ METAL SCREENS WOOD FRAMED t CHIMNEY W/ THINSET STONE VENEER - REVISION HISTORY: NO. DATE DESCRIPTION 12 12 - 1 2 STANDING SEAM METAL ROOF SECOND LEVEL PLATE LINE 21-77A- 7777-- 7- - _ _ GREAT ROOM PLATE LINE 00 1x6 FRIEZE W/LINE GAOLV.KMETAL DRAWING STATUS 00 DOB ID NUMBER: "Lu SECOND LEVEL FLOOR LINE 190 MAIN LEVEL PLATE LINE iI H N W i 00 co - -- BOARD & BATTEN I SIDING r 1X4 TRIM 1x6 SPLASH BOARD TITLE — --- � MAIN LEVEL FLOOR LINE BUILDING ELEVATIONS -LII 11 ILI- POURED CONIC. FOUNDATION EXPOSED 8 8XdOnDOD STEPS PER GRADE DETERMINED SEAL & SIGNATURE DATE: 03/06/2021 + RAFTER TAILS COMAIININf1(F{ P-) GRADE �CONC. PATIO am. Famm BY CONTRACTOR D-A PROJECT NO.: ANV DRAWING BY: YDS JB EAST ELEVATION � � CHK BY: JB rl3 WG:-NO.: SCALE: 1/4* = 1sr 30794 q-201 .00 FIN CAD FILE NO. PAGE 10OF 15 PROJECT DICKERSON RESIDENCE ADDRESS CUTCHOGUE, NY 11935 CHIMNEY CAP W/ METAL SCREENS WOOD FRAMED - - CHIMNEY W/ THINSET - STONE VENEER - 1x6 FRIEZE ARCHITECT 12 - 12 1 82 John Street Brooldyn, NY 19201 T 212 796 2685 Info C lormworks-arch.com formworks-arlch.c®m SECOND LEVEL PLATE LINE 00 STANDING SEAM METAL ROOF I 00 SECOND LEVEL FLOOR LINE MAIN LEVEL PLATE LINE BOARD & BATTEN `— SIDING 4-- I 1X4 TRIM 1x6 SPLASH BOARD MAIN LEVEL FLOOR LINE CONC. DRIVEWAY --� GRADE DETERMINED POURED CONC. / BY CONTRACTOR FOUNDATION STEPS PER GRADE CONC. DRIVEWAY SOUTH ELEVATION SCALE: 1/4" = 1'-0" ISSUE DATE NO. DATE DESCRIPTION 01 06/23/21 ISSUE FOR DOB FILING _, T CHIMNEY CAP W/ . - ----� METAL SCREENS WOOD FRAMED CHIMNEY W/ THINSET 1x6 FRIEZE STONE VENEER REVISION HISTORY- NO. ISTORY NO. DATE DESCRIPTION 1 12 - - - 2 STANDING SEAM METAL ROOF SECOND LEVEL PLATE LINE GREAT ROOM PLATE LINE 00 ANGLED WOOD i BRACKET DRAWING STATUS 00 a'k FT DOB ID NUMBER: SECOND LEVEL FLOOR LINE 00 MAIN LEVEL PLATE UNE N I co co BOARD & BATTEN SIDING C-) 1X4 TRIM 1x6 SPLASH BOARD TIRE BUILDING ELEVATIONS MAIN LEVEL FLOOR LINE POURED CONC. JGRADE DETERMINED SEAL & SIGNATURE DATE: 03/06/2021 FOUNDATION CONC. DRIVE BY CONTRACTOR `__ PROJECT NO.: \t�� ,�HA�, �`'•r,' , DRAWING BY: YDS JB NORTH ELEVATION ,o�`,a p� CHK BY: JB SCALE: 1/4" = 1'-0" -1 `.i DWG. NO.: '3079A y�'� A-202.00 CAD FILE NO. PAGE `� 11 OF 15 PROJECT DICKERSON RESIDENCE ADDRESS CUTCHOGUE, NY 11935 FRAMED WALL R-21 INSUL ARCHITECT FLOOR SYSTEM PROVIDE R-21 R-30 INSUL INSUL 0 RIM RIM BOARD RDMMTho DRIP EDGE o LQ�mwwT@(VIII@ ROOFS SHINGLES 5/8FELT ' ANCHOR 1/2- HARDBOARD 82 John S tmet 1/2' ROOF SHEATHIN BOLTS 0 72- O.C. MAIN 2x8 RAFT'S 0 24" O.C. 2X4 OUTLOOKERS 0 48" O.C. SILL GASKET E L C 0 R 1/2" STRUCTURAL----_, BPIoo NY 11201 FLASHING SHEATHING GUSSET 'T 212 796 TREATED SILL POURED CONC. _ FOUNDATION ST INSIDE OF WALL I ln$p@ formwo -a�.com 1/2-X8' FASCIA 3 4 SUB-FLOOR STUDS) 11 7�' I-JOTS �Q°PVV�41® -Bt9'►C�1.COBY1 2X8 BARGE RAFTER 0 16 O.C. TYP . CANTILEVER TOP OF R-30 INSUL RAFTERS SUIRLOUR SCALE: 3/8" = 1'-0" TOP OF HEADER �) 2X4 GABLE END WALL FOUNDATION BLOCKING INSUL TO R-49 OR GREATER i TOP OF PLATE 2X4 FRAMED WALL 1 2" DEPTH OF SIDING R-21 INSUL 5/8- ANCHOR DRYWALL BOX PER 2X8 C.XS TREATED 2X8 PLATE BOLTS 072" O.C. _ PLAN ® 24" O.C. 1/2' DRYWALLHOUSE WRAP 4" CONC. PAD o BASEMENT 2X6 WALLS 3/4' STRUCTURAL TOP OF GRANULAR FILL I 0 16" O.C. SHEATHING (RUN OVER SILL) I 2X6 INFILL R-21 INSUL 1/2- STRUCTURAL FOUNDATION J O FOR INSULATION SHEATHING GRADE DETERMINED' 2"x4' SILL SILL HEIGHT 2X6 WALLS Z SEALER PER PLAN 0 16" O.C. PER CONTRACTOR TREATED 2X6 PLATE HORIZONTAL REBAR- WALL FRAMING POLY-VAPOR #t4 0 24' O.C. BARRIER - TOP OF FOOTING VERTICAL REBAR- TOP OF FOOTING 4' CONC. FLOOR #5 0 24 O.C. TEM 16"x8" CONT. 8' POURED CONC. 6-MM POLY-VAPOR FLOOR 30 INSUL CONC. FTG. FOUNDATION WALL BARRIER 16'x8" CONT. 2) 14 REBAR GRANULAR FILL CONC. FTG. TYP. GABLE END SECTION TYP. GARAGE WALL TYP 2x6 BEARING WALL WINDOW BOX DETAILS SCALE: 3/8- = 1'-0- SCALE: 3/8" = l'-O" SCALE: 3/8- = 1'-0- SCALE: 3/8* = l'-O' CROWN MOULDING tD I m HOOD . . . 2X8 RAFT'S 0 24' O.C. 1/Z- ROOF SHEATHING MICRO ROOF FELT 00 INSUL TO R-4 SHINGLES 000DOoo p OR GREATER CORRUGATED BAFFLES O HURRICANE STRAPS RANGE - TOP OF PLATE2 8 CJS _ FLASHING NOTES: ISSUE DATE t� ® 24" O.C. -----GUTTER PROVIDE HANDRAIL PER CODE. _NO. DATE DESCRIPTION 2X6 WALLS-,,,\ 1/2'X8" FASCIA " 01 06/23/21 ISSUE FOR DOB FILING DETAIL 1 0 16' O.C. 2X6 SUB-FASCIA MAINTAIN 6'-8 MIN. HEADROOM -. SECOND C 0 N D PER CODE. R-21 INSUL SOFFIT FLOOR EAVE VENT VERIFY FINISH FLOOR MATERIALS W/ CONTRACTOR do ADJUST AS NECESSARY. 00 CROWN MOULDING 11 7/8" I-JOIS VERIFY FLOOR-TO-FLOOR k RISER ® 16" O.C. DIMENSIONS W/ AS-BUILT CONDITIONS 3/4- SUB-FLOOR PROVIDE R-21 PRIOR TO STAIR CONSTRUCTION. TOP OF INSUL 0 RIM co MAIN LEVEL PLATE LINE �1/2- DRYWALL SI K MAIN 2X6 WALLS _ REVISION HISTORY. O.C. O TREAD o N0. DATE DESCRIPTION O REF. I DISH POLY-VAPOR SIDING OSIN BARRIER HOUSE WRAP N I I 11 7/8- I-JOISTS - O o 0 16' O.C. 1/2" STRUCTURAL DETAIL 2 R-30 INSUL SHEATHING 3/4' SUB-FL PROVIDE R-21 INSUL 0 RIM TOP OF 11 7/8' RIM BOARD TOP OF _ -- FOUNDATION 5/8' ANCHOR , 1/2'x8' SILL --- BOLTS 0 72' O.C. SEALER 2x8 TREATED SILLu"nFqn "" HORIZONTAL REBAR- „ - (5) 14 0 24' O.C. 2' TREAD coo DRAWING STATUS WEATHERPROOF O VERTICAL REBAR- BELOW GRADE � NOSI G I N o 15 0 16 O.C. Ld � ►- BASEMENT 8"x9'-O" HIGH _ _ I o DOB ID NUMBER: POURED CONC. — 00 FOUNDATION O lu I 4' CONC. FLOOR 16'x8' CONT. � TOP OF FOOTING CONC. FTG. DRAIN TILE do DETAIL 3 6mm POLY VAPOR-BARRIER GRAVEL FILL 4' GRANULAR FILL (2) #4 REBAR CABINET ELEVATIONS TYP. WALL SECTION STAIR SECTION SCALE: 3/8" = l'-O" SCALE 3/8" = l'-O" SCALE: 3/8" = l'-O" TITLE BUILDING DETAILS SEAL do SIGNATURE DATE: 03/06/2021 PROJECT NO.: DRAWING BY: YDS JB /Iy/ � , CHK BY: JB DWG. NO.: tp }07 A-301 .00 CAD FILE NO. PAGE 12 OF 15 PROJECT DICKERSON RESIDENCE ADDRESS CUTCHOGUE, NY 11935 ARCHITECT Famwm7fto AmhMginm,p1c 82 John Mren-4 roaki r NY( u 9 20 21 2 798 20 85 formworks-aroh000m I I I I I I F — I I I I I I � I I r�- L - - - - - - - - - - - - - - - —J I IIL r I II I I I I — — I II I II I I I I ISSUE DATE No. DATE DESCRIPTION I +i 01 06/23/21 ISSUE FOR DOB FILING 30 I I II I it I I I I -4 =] WATER IJEATER L; I � UMP P MP PIT � IY FURNACE ® it II I I � II °ol o II II I L — — — — — — — — — — — — — — — — REVISION HISTORY: / I L — — — — — — J I I I No. DATE DESCRIPTION I I I I IL Lf- - - - - - - I I I I I I I I I I I I I I ELECTRICAL COUNT SYMBOL I I I I light 10 I outlet 1 — — — — — — — J cutlet 220v 1 I � I ( DRAWING STATUS cutlet gfi 6 smoke/co detectors 1 I — — — DOB ID NUMBER: switch 1 — switch 3 Way 1 $3 =smoke/carbon monoxide detectors are to be hardwired and interconnected TITLE ELECTRICAL FOUNDATION PLAN ELECTRICAL PLANFLOOR00SEAL & SIGNATURE DATE: 03/06/2021 " ' " PROJECT NO.: 1 /4 = _O y _ r;;r DRAWING BY: YDS JB 1 A� CHK BY: JB DWG. NO.: .:� E-100.00 CAD FILE NO. PAGE 13 OF 15 PROJECT DICKERSON RESIDENCE ADDRESS CUTCHOGUE, NY 11935 ARCHITECT IF(Donw(D)T�0 Felmmo-Tko QlhKcm p0�� X32 John Stmat o r00!Myn9 NY 11201 T 212 703 2085 Tormworks-arc h.com LOCATE PER CONTRACTOR BRACE FOR FAN LIGHT JL IS ® _ — — — — — ELECTRICAL COUNT SYMBOL c5 F, o CEILING FAN 5 BLADED 04 2 Ul �{ po di Io _ II 48" RANGE V HOOD ABOV CAN LIGHT 61NCH 12 0 0 \' TO LIGHTS ABOVE CEILING CLASSIC 1 — I DRYER WASHER fBE ISSUE DATE _ ® PENDANT LARGE 4 rq STORY CEILING SEE � � GR NO. DATE DESCRIPTION ZCOND LEVEL FOR ° xcontemporary 11 8 O01 06/23/21 ISSUE FOR DOB FILING ECTRICAL INFORMATION TO LIGHTS can light 6in Waterproof 1 BELOW o — � WALL MOUNT SAVOY 2 II I FAN 3 / 'Il GARAGE DOOR OUTLET 1p0 o I I GARBAGE DISPOSAL 1 LIGHT 6 .(� FX-I SMOKE/CO DETECTOR* 5 GH -- -_ - - - - - - _- --- I � � SIMTCH 4 WAY 3 $4 REVISION HISTORY: 36" REF. DISH. II NO. DATE DESCRIPTION ® J cable tv outlet 2 © - - II outlet 29 I BRACE FOR outlet 220v 3 FAN LIGHT ` CD O outlet gfi 19 outlet wp 5 \ — — — — — — — ran= — I I switch 14 switch 3 Way 24 $3 WALL MOUNTED 03 3 LIGHTS 4 0 0 0 I I *smoke/carbon monoxide detectors DRAWING STATUS IIare to be hardwired and interconnected DOB ID NUMBER: TO LIGHT IN SECOND FLOOR GABLE \ / TITLE ELECTRICAL FIRST FLOOR PLAN ELECTRICAL _PLAN FLOOR10 SEAL & SIGNATURE DATE: 03/06/2021 PROJECT NO.: 1 /4"— 1 ' -0" �E �„ jRAWING BY: YDS JB ��"� CHK BY: JB 9 DWG. NO.: i *X 7 i Nor 30794 fly' i E-101 .00 OP N CAD FILE NO. PAGE 14 OF 15 PROJECT DICKERSON RESIDENCE ADDRESS CUTCHOGUE, NY 11935 ELECTRICAL COUNT SYMBOL CEILING FAN 5 BLADED 04 3 ARCHITECT CAN LIGHT 61NCH 5 0 CEILING CLASSIC 2 FO�"liu MOO ft�3 nA MhMC .,T(@ CJ��@ ,2 John SIFo81 can light bin Waterproof 1 I'Po Myn, NY 112001 T 212 79S 2505 WALL MOUNT SAVOY 1 hfr`o Wormworks-a,rch 000m formworks-arch000m FAN 1 SMOKE/CO DETECTOR 4 !9 cable tv outlet 3 1� light -{} outlet 19 Ij outlet gfi 2 switch 10 switch 3 Way 1 BRACE FOR 3 FAN LIGHT Wall mounted lights (3) 2 0 0 0 'smoke/carbon monoxide detectors are to be hardwired and interconnected ® II II II I I II I II II . _ it II II II II BRACE FOR G FAN LIGHT � i�",�^ � �� •��/l TO SWITCHES I 1 ON MAIN CDC II II ISSUE DATE Tr NO. DATE DESCRIPTION 01 06/23/21 ISSUE FOR DOB FILING_ LIM TO SWITCH ® BELOW II I II II 41 i ® I BRACE FOR REVISION HISTORY: FAN LIGHT � NO. DATE DESCRIPTION DRAWING STATUS DOB ID NUMBER: TITLE ELECTRICAL SECOND FLOOR PLAN ELECTRICAL SEAL & SIGNATURE DATE: 03/06/2021 PLAN 2 0 PROJECT NO.: '� 4 _ _O �VIM \c'�/ DRAWING BY: YDS JB O 9A CHK BY: JB DWG. NO.: ® J E-102.00 CAD FILE NO. PAGE 15 OF 15