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Home My WebLink About50079-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'a p, 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#: 50079 Date: 12/1/2023 Permission is hereby granted to: Koch, Leslie 790 Uhl Ln Orient NY 11957 p To.: legalize "as built" finished basement and to construct additions and alterations (including hot tub) to an existing single-family dwelling as applied for per SCHD approval. Additional certification may be required. At premises located at: 735 Majors Pond Path, Orient SCTM # 473889 Sec/Block/Lot# 26.-2-39.14 Pursuant to application dated 11/3/2023 and approved by the Building Inspector.. To expire on 6/1/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $942.50 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $960.00 SWIMMING POOLS -ABOVE-GROUND WITH REQUIRED FENCING $300.00 CO-ADDITION TO DWELLING $100.00 Total: $2,302.50 Building Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT z ' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htWs://www.sotitlioldtowiiUaov a v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E E 1:f E PERMIT NO. _ Building Inspector. _ � NOV R - 3 m, 023 L Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Town of Southold Date:10-25-2023 OWNER(S)OF PROPERTY: Name:DOuglas Gray SCTM# 1000- .Z Project Address:735 Majors Pond In, Orient NY Phone#: 917-678-6430 Email:Douglashgray@icloud.com Mailing Address:790 Uhl Lane, Orient BY 11957 CONTACT PERSON: Name:Christopher Powers Mailing Address: P.O. Box400, South Jamesport, NY 11970 Phone#:631-703-0800 Email:Info@ powershancockdesign.com DESIGN PROFESSIONAL INFORMATION: Name:Christopher Powers Mailing Address:PO Box 400, South Jamesport, NY 11970 Phone#: 631-703-0800 Email:Christopher@powershancockdesign.com CONTRACTOR INFORMATION: Name:James P Olinkiewicz Mailing Address:PO Box 591, shelter island Heights, NY 11965 Phone#:631074901014 Email.jimolink@aol.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? *Yes ❑No 1 " PROPERTY INFORMATION Existing use of property:Residentail Intended use of property:Residential i Zone ot ugip district in which premises is situated: Are there any covenants and restrictions with respect to e 1-80 this property? ❑Yes' No IF YES, PROVIDE A COPY. B i,x,A i 4 e,,jr R a ad l'&lg` The owner/conn a-tor/design professional is responsible for all drainage and storm water issues as provided by � Chapter 236 of the Town Cnde. APPLICATION IS HE'1EBY MADE to:he Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,1-uff,31,Cot / 'tewYork and other�pnllcable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or dean ' i i•erein described.The app;:_ant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inon premises and in buMing(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4;mf the New York State Penai Law. Chritopher Powers Application Submitted By(print na IgAuthoriiid Agent ❑Owner Signature of Applicant: Date: 10-25-2023 STATE OF NEWYORK)fW j t_Dp-�2` SS: CO U NTY O F f,r#1 being duly sworn,deposes and says that(s)he is the applicant 17 (Name of ind'iv'idual signing contract)above named, (S)he is the qzm1< (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 a\ Zir�� 1 G& ay of Oc-f" / D_ v m� - *' aryPublic 0 (Where the a �� nt i% owner) ##f#9It#t1't 11. t u t residing at c S c# t r do hereby authorize �� ° to apply on my behalf to :e Tow ..of Southold Building Department for approval as described herein. Owner's Signature Date Pri t Own 's Name 2 Generated by REScheck-Web Software Compliance Certificate Project Koch Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 15.9%Better Than Code Maximum UA: 195 Your UA: 164 Maximum SHGC: 0.40 Your SHGC: 0.28 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. SU alta-oiru grade tradeoff's afire no Uranger comsarUr.red 'o n the UA oirIperil"oum„nc'.e corinplllian e pa tar kii RIE'3r her llk- Each ch sW) on..girad ass( mnuUy urn the sFr cffiied cIhr mall e za:!nine it nust urrnan et t:Gmne u'nnuinik'nin.ar n en(:Tr '7 code uirnsn.uUaafurrn III vaaiune and rUsuf)th rrar:Wire nenntas. EnvalQue Assemb.11JU Ceiling- Entry: Flat Ceiling or Scissor Truss 77 30.0 0.0 0.035 0.026 3 2 Ceiling- Hallway: Flat Ceiling or Scissor Truss 50 30.0 0.0 0.035 0.026 2 1 Ceiling-Ante Chamber: Flat Ceiling or Scissor Truss 260 30.0 0.0 0.035 0.026 9 7 Ceiling- Master: Cathedral Ceiling 296 30.0 0.0 0.034 0.026 10 8 Wall- Entry: Wood Frame, 16" D.C. 110 21.0 0.0 0.057 0.060 4 4 Door: Solid Door(under 50%glazing) 20 0.100 0.320 2 6 Window: Wood Frame 17 0.300 0.320 5 6 SHGC: 0.28 Wall- Hallway: Wood Frame, 16" D.C. 160 21.0 0.0 0.057 0.060 6 6 Window 1: Wood Frame 61 0.300 0.320 18 20 SHGC: 0.28 Wall -Master Suite: Wood Frame, 16" o.c. 736 21.0 0.0 0.057 0.060 31 33 Door 1: Glass Door(over 50%glazing) 126 0.100 0.320 13 40 SHGC: 0.28 Window 2: Wood Frame 58 0.300 0.320 17 19 SHGC: 0.28 Floor:All-Wood Joist/Truss 77 30.0 0.0 0.033 0.047 3 4 Floor-Master Suite: All-Wood Joist/Truss 555 30.0 0.0 0.033 0.047 18 26 Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 1 of10 Crawl Wall: Solid Concrete or Masonry Wall height: 7.0' 681 0.0 5.0 0.120 0.065 23 13 Depth below grade: 7.0' Insulation depth: 7.0' 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 2 of 10 REScheck Software Version : REScheck- 'eb Inspection Checklist Energy Code: 2018 IECC Requirements: 95.0% 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. Se ton....FPre-Inspection/Plan Review. ........ .__�_....�� ... � ...m .... .._.... ,N_. mm Plans Verified Feld Verified Complies? Comments/Assumptions & Re, -ID Value Value 103.2 :documentation iondrdemonstrate � � � ElDompNos�� Requirement will 103.1 be met. es Not [PR1)1 :energy code compliance for the ❑Not Observable Location on plans/spec: A- ' building envelope.Thermal 001 envelope represented on ❑Not Applicable i construction documents. 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable 'Location on plans/spec: A- [PR3]1 lighting and mechanical systems. 001 Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 2.1, Heating and cooling equipment is: Heating: Heating. ;❑Complies Requirement will be met. 40117 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]� on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Location on plans/spec: A- � Manual J or other methods I Btu/hr Btu/hr ;001 approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 Hi h Im act(Tier 1) 2 Medium Im act Tier 2) 3 Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 3 of 10 T' 77__-_____ """ .....�� Section Ver p Value Complies? Comments/Assumptions 6 Req ID Plains ValVeriue Field 402..11 ,Unvented Foundation la a wallop R- R OComplies ;See the Envelope Assemblies [02.2. i p s insulation R-value. R_ R_ ❑Does Not table for values. ;❑Not Observable ❑Not Applicable 303.2 Unvented crawl space wall ❑Complies [FO8]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.11 Unvented crawl space continuous ❑Complies [FO9]1 vapor retarder installed over ❑Does Not ,exposed earth,joints overlapped ❑Not Observable by 6 in. and sealed, extending at 'least 6 in. up and attached to the ❑Not Applicable wall 402.2.11 Unvented crawl space wall in. in. i❑Complies See the Envelope Assemblies [FO10]1 insulation depth of burial or ❑Does Not table for values. a distance from top of wall. ❑Not Observable ;❑Not Applicable 1303.2.1 A protective covering is installed []Complies Exception: Requirement is [FO11]2 to protect exposed exterior ❑Does Not not applicable. insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable Snow-and ice-melting system ❑Complies !Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: .. . 1 High Impact(Tier 1) 2 jMedium Impact(Tier 2) J 3 ier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 4 of 10 .......... #_www_ Framing/Rough-In Inspectlo... ��ts FS,ection Plans VerifiTld Verifiedn ValueValueCom lies? /Assum tions ......... Req.10_.......... ..... ___.-- _m._n....................... 402.11, 'Door U-factor, 11- U ❑Comp)es "See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑NotObservable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies see the Envelope Assemblies 402.3.1, average).-factor Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 j❑Not Applicable [FR4] 3 are determined products W_v �. °, .,�,., _W �O omplies Requirement will be met. 1 Does Not with the NFRC test procedure or Location on plans/spec:A- w , ❑Not Observable ;taken from the default table. 001 ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. 'Location on plans/spec:A- ❑Not Observable 001 ❑Not Applicable 402.4.3Fenestration that is not site built ❑Complies `Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ! ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 1402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. 2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ❑Not Observable Location on plans/spec:A- leakage at 75 Pa. ;001 ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 ;'Insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= iLocation on plans/spec: A- R-6 where <3 inches. Supply and ❑Not Observable 1001 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. _. •Www ._ .......m.m.... ._�,�� .�„� .�.._ww� 403.3.2 ;Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not m 'joints/seams compliant with Location on plans/spec:A- International Mechanical Code or ❑Not Observable 1001 International Residential Code, as ❑Not Applicable applicable. 403.._... ......_ �,oa_., ....� n .�.. 3.5 Building cavities are not used as ❑Corinplies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ;Location on plans/spec: A ❑Not Applicable 001 403.4 HVAC piping conveying fluids R- R ❑Complies Requirement will be meta [FR17]2 above 105°F or chilled fluids ❑Does Not m, below 55 °F are insulated to >_R- ❑Not Observable gLocation on plans/spec: A- 3 ❑Not Applicable 001 403.4.1 :Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable Location on plans/spec:A- `001 ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R . _.." - -,'❑Complies Requirement will be met. [FR18]2 >_R-3. j❑Does Not ❑Not Observable `Location on plans/spec: A- 001 ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1.3 Low impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 5 of10 # ryv®... Framing/Rough-In Inspection Pla Value Value Fielduedm Complies? �..Comm;nt5,—.--.--- ?l� AssumSection ptlons ......... ........ .�. .. .,.,. . . . _ ....._......- 3. Automatic or gravity dampers are :❑Complies Requirement will be met. (FRI912 installed on all outdoor air ❑Does Not intakes and exhausts. Location on plans/spec: A- ❑Not Observable :001 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 mm Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 6 of 10 ._ _W_ Section Plans Verified Field Verified s3 Comments/Assumptions Insulation Inspection Value Value Compile _ww.....�...a on ..n OCom lies Requirement will b # & 303.1 All installed insulation is labeled p' q e met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood F-1Wood j❑Does Not table for values. [IN1]1 ;E] Steel E] Steel ;❑Not Observable � ❑Not Applicable , 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 Location on plans/spec: A- kg, underside of the subfloor, or floor []Not Observable 001 '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 R- R- ❑Complies „See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the F] Wood F] Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation 1 , requirement applies (FR10). ❑ 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 Location on plans/spec:A- ❑Not Applicable 001 Additional Comments/Assumptions: 1 ,High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 7 of10 .. ... _ ._�mw.__.....v. ... _. W.. �...., w. -------- ______._ Section Plans Verified Field Verified p alue omments/Assumptions & Req ID Complies?# ...Final..�.ns...Inspection ProvisionsI ...........Value„_... ....... .��.... .. .........., ,. . .�....�._ _ .... _..... .. 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable ; 402.2.6 ❑ [FI1]1Not Applicable '303.1.1.1, ;Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 !manufacturer's instructions. []Does Not [F12]1 ;Blown insulation marked every Location on plans/spec: A- 300 ft2. ❑Not Observable 001 ❑Not Applicable 402.2 3 Vented attics with air permeable ❑Complies Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable Location on plans/spec: A- extends over insulation. !001 ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R OComplies 'Requirement will be met, [F13]1 `insulation >_R-value of the ❑Does Not adjacent assembly. Location on plans/spec: A- ❑Not Observable 001 j❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = 9❑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 Location on plans/spec: A- ❑Not Applicable 001 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 '❑Complies :Requirement will be met. [F127]1 'determine air leakage with ft2 ft2 E❑Does Not either: Rough-in test:Totalf❑Not Observable Location on plans/spec: A- leakage measured with a 001 pressure differential of 0.1 inch ❑Not Applicable iw.g. across the system including j :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. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable Location on plans/spec: A- ;handler @ 25 Pa. For rough-in 1001 'tests,verification may need to ❑Not Applicable occur during Framing Inspection 403.3.2.1 ;Air handler leakage designated ❑Complies !Requirement will be met. [F124]1 by manufacturer at <=2%of ❑Does Not design air flow. j Location on plans/spec:A- ❑Not Observable 001 ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable Location on plans/spec: A- initially set by manufacturer to 1001 code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ;Location on plans/spec: A- ❑Not Applicable 001 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. [-]Not Observable :Location on plans/spec: A- ❑NotApplicable ,001 1 High Impact(Tier 1) 2 IMediurn Impact(Tier 2) 3m Low Impact (Tier 3)� Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 8 of10 Section p 7PIansV Value Field Value p ..... . __.. ... p...... & Re I D i _e. �.. _ ......... # All Inspection Provisions Co pm Ices. Comments/Assumptions tions 403.6. mechanical ventilation system ❑Com lies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;Location on plans/spec: A- and air flow limits per Table ❑Not Observable 001 R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback Location on plans/spec: A- control to lower boiler water ❑Not Observable 001 temperature based on outdoor ❑Not Applicable 403.5 temperature. 1.1 Heated water circulation systems ❑Complies Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable "Location on plans/spec: A- return pipe or a cold water supply 1001 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 [F129]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 ❑Complies :Requirement will be met. ]2 systems have controls that ❑Does Not manage operation of the pump Location on plans/spec: A- and limit the temperature of the ❑Not Observable ;001 water entering the cold water ❑Not Applicable piping to <= 104°F. 403.5.4 Drain water heat recovery units []Complies ;Exception: Requirement is [F131]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 permanent ❑Complies Requirement will be met. [F1611 fixtures have high efficacy lamps. ❑Does Not Location on plans/spec: A ❑Not Observable 001 ❑Not Applicable j ..... ...... a....n m 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable !Location on plans/spec: A- ❑Not Applicable ;001 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable g p _ :1 ��2 pw Impact(Tier 3) 1 Hi h Im act (Tier 1) 2 Medium Im act(Ti(Tier 2) 3 L Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 9 of 10 Se on Final Ins ectlon Provisions Pla ValuefledTFIeIVa fled Compiles? Comments/Assumptions p tions &Re .ID P. . . ..._ 3O3�� Manufact ... .......e �. ... a. ..�. �_.m., urer manuals for O omplies Requirement will be met. [, Ill ') mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 HNgh Impact(Tier 1) 2 Medium Irpact('T'ler 2j 3 Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 10 of 10 ( 20,18 IECC Energy JEfficiency Certificate m m Above-Grade Wall 21.00 Below-Grade Wall 5.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.28 Door 0.10 0.28 IMIMMEMMOMMEMEMEM Heating System: Cooling System: Water Heater: (Name: Date: Comments A,, ,3 Scott A. Russell FrQ4.1STORIM[WAT]E]K SUPERVISOR lwl[Ak NAk G]EI\�I[]E'N1F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - — - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Christo herHers Date: W1100 Pja 11-15-2623 Contact Information: info@powershancockdesign.com IE-Mail 8 Telephone Numher) Property Address / Location of Construction Site: 735 Manor Pond rd S.C.T.M. #: 1000 Orient NY 11957 District 26 2. 39.14 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Re wired ❑' - Project does Not Discharge to Waters of the State. No a.P,D.E, . Pes•t)iit is lick tiired l ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. 0 - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. r i Reviewed 6y. Date: PnR M x CM(P-TOq n,tnh,-r 7n i q " OLINKIE +'f ` CERTIFICATE OF LIABILITY INSURANCE DATE 10(MM/2023 Y) 10/302023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If..�.� �....w..�.,.�..�_.�_.�.�....�,..�._... � ._...... .._ .. �. ..._.... �..._....._..._.._._............... __. ,..._. ..� the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER 631-673-0500 VAIACT Cliff Brady Robert P.Brady Agency,Inc. PRONE 631-673-0500 m F 631-423-0958 487 Nero York venue � ��I Huntington,NY 11743 �� 83 Clifford T.Brady I�ItluB�l�llllAF.F0�01M4I��1►OiiA17I�..... .. .,_�..... W.rw. w.NAI!�.�M . INS u IE.a.A,Evanston Insurance Company Inc INSURED Olinklewicz Contracting,Inc., INSURER B PO Box 591 _ _ ...... _ Shelter Island Heights,NY 11965 ....,_ INSURER D INSURER F:_ INSURER F COVERAGESCERTIFICATE M N t THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. 1NSR ADDL SUB POLICY EFF_ W W Pt7LICY E%P TYPE OF INSURANCE POLICY NUMBER LIMITS .L7R:.��.. _._._.......... ....__._ � 1t1S�.IN6(D�_.............__....._..._.._..._......Ia/alI101 ! (IaiNINId.PI�� ..._._ ._... __ A X cO.B CLAIMS-MADE �OCCUR 3FF8324 10/19/2023 10/19/2024 DAMAGER D I_ m� 100,000 COMMERCIAL GENERAL LIABILITY 1 000 _..,.. ,....._.. -------............_.. _MKP_.wAW!mperscn_. �....� _. 5,000, X Blanket Allnclud PEMLS�ADVINJURmX 1,000,000 X Y POLICY LIMIT APPLIES PER: PF20[�UGTS�GOhIPDP AGG $ 2,000,0000 NL'1GGRE[ _4T RRpp L ...r JECT LOC 2,0001.00... AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO OWNED SCHEDULED B OI V I RY Por rson _..._,., AURRTEEO��S ONLY AUTOS WN 'AP-PI u,INJLI r(PRE.R. ldent)L. ATOS ONLY _- AUTO ONL� �t P AR . QP�URRFNCE UMBRELLA LIB._ CUR EACH -a. . EXCESS LIAB � CLAIMS-MADE DED RETENTION$ WORKERS COMPENSATION T9IldIE .-- ..... PER m,.mm _. . O AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBEER EXCLUDED? ❑ N/A (MandatoryIn NH) E L pl A If yes,describe under A EMPLOYEE DESCRIPTION OF OPERATIONS below, _ _... FJ�S.E 11 ICY LIMIT._$ -... ..._._ ._.�_..... DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) CERTIFICA19 HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENT Clifford T.Brady ACORD 25(2016/03) ©1988-2015 ACOR CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NY VIIVIIIIII New York State IInsiurainn e Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "^^A^^ 112967435 SHELTER ISLAND AGENCY INC 25 N FERRY RD PO BOX 539 SHELTER ISLAND NY 11964 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER OLINKIEWICZ CONTRACTING INC TOWN OF SOUTHOLD #5 DICKERSON DRIVE PO BOX 1179 PO BOX 591 SOUTHOLD NY 11971 SHELTER ISLAND HGTS NY 119650591 POLICY NUMBER jl CERTIFICATE NUMBER POLICY PERIOD DATE 11325760-5 845645 06/16/2023 TO 06/16/2024 10/30/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1325 760-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JAMES P OLINKIEWICZ(PRES)OF OLINKIEWICZ CONTRACTING INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND 4/ DIRECTOR,IN'SURANCE FUND UNDERWRITING VALIDATION NUMBER:789674128 U-26.3 J"NEW Yt workers' Compensation woCERTIFICATE OF INSURANCE COVERAGE rn Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured OLINKIEWICZ CONTRACTING, INC. 5 DICKERSON DRIVE, PO BOX 591 6317491014 SHELTER ISLAND HEIGHTS, NY 11965-0591 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 11-2967435 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Bein Listed as the Certificate Holder) Town of Southold Standard Security Life Insurance Company of New York PO BOX 1 179 3b,Policy Number of Entity Listed in Box 1a Southold, NY 11971 R08247-000 3c.Policy Effective Period 1/1/2014 to 10/28/2024 4. Policy provides the following benefits: ® A.Both disability and Paid Family Leave benefits. ® B.Disability benefits only. ® C.Paid Family Leave benefits only. fi. Policy covers; Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law, ® B,Only the following class or classes of employers employee®; Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as desC t� d above. Date Signed 10/30/2023 By (Signature of insurance carrier's authors d representative or NYS licensed insurance agent of that insurance carrier) Telephone Number 1212 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 413,4C or 5113 of Part i has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111111)111°�°!°"�!"�"�"ii�i!i°11"-�!"�!°111111 Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. 13131-120.1 (12-21)Reverse I j If WOELL HYDR&DACTION 1k OWTS LAND NI SUFFOLK COUNTY DEPARTMENT OFEALTH SERVICES 64 OF PERMITFOR APPROVAL OF CONSTRUCTION FOR A !OWNSTEIN FAMILY qEVOCABLE TRUST f�� SINGLE FAMILY RESIDENCE LY DWELLJIG WITH WELL SEPTIC OVYR 150' DA I E 10/18/2023 HIS Firc No R-23-1315 APPROVED WELL FOR MAXIMUM OF 6 BEDROOMS EXPIRES THREE YEART FROM DATE OF APPROVAL 150.0' LAND0N/F F LAND N/F 'ERRACE FARMS INC. OF BURKE & FRANCES LIBURT VACANT DWELLING WITH WELL & SEPTIC OVER 150' EXISTING LP GAS TANK LAND N/F (4) 8'-6"L x 4'-9 F TO BE RELOCATED 0 LE 10' MIN TO SEPTIC SARAH JANE OLMSTEAD x XISTING SEPTIC TO BE REMOVED AND FILLED DWELLING WITH WELL OVER 150�, D EXISTING CELLAR LANOFN/F .6"L x 4'-9"W x 4'-0" DEEP ENTRANCE TO BE BOSCH LEACHING GALLEYS SEPTIC COVERED BY DWELLING WITH 200'+ PROPOSED DECK WELL & SEPTIC 20" DISTRIBUTION LOT 4 OVER 150' 165' CL. BOX ss I Iso EL I 4.9's STK. 207.96' - - 9 LP.' EL 14.4 poE,UL FUTURE EXPANSION S'MRCH 2 EL 14.2 1 20" DIST[ LP GAS 8' POST/WIRE FENCE az:s 5w TEST HOLE -4.1 EL 14\6 EL 14.4 CONTROL PANEL GATE I FU- HYDRO-ACTION EL 13.8 POOL AN-600 ASPHALT VRM VAY INTERNAL CLEAN OUT PATIO LAND N/F le, F 0 STIC, HELMARS & JOCELYN OZOLINS I 6 INGROUND DWELLING WITH WELL POOL LOW STK. SEPTIC OVER 150' 1&4 EL 15.5 EL 14.7 ISTING UNDERGROUND - U. -CTRIC LINE TO REMAIN LAND N/FF 0 HOLZAPFEL DWELLING WITH JSTING WATER LINE TO CATE WELL & SEPTIC BE REMOVED OVER 150' w?L 150.0' 75.0' STK EXISTING WELL- STK. TO REMAIN CL )'&,a EL 13.8 EL 14.6 EL 15.0 PROPOSED WATER LINE EXISTING DRY SHED TO REMAIN 9.11w EL 14.6 AL yrtt STK LAND OFN/F RICHARD ALDRICH s11, Lu DWELLING WITH WELL & SEPTIC I LANDOF N/F OVER 150' N HOLZAPFEL b ;; - HIGHL-IFE° COLLECTION FreshWater3 Salt System Ready ENVOY 100%Filtration SilentFlo Circulation Salt System l i Ready freshwt ter' ;. Moto-Massage"DX '� 4.-�; ,'• _ f .7 -'� ;;:i - =:`� '1•' - _ .� Shown with Alpine White Shell <�,;_,4 ••; and Charcoal Cabinet Super Ener. i P 9Y Efficient j, People Seating Jets Voltage 5 Seats Lounge 55 Jets 230 V Wireless Remote Size 3°4" x 7'7"-x 33" 1 254 cm x 231 cm x 97 cm Water Care � stem Read Fr�shUVat�rSalt System y Polymer Substructure &Base Pan HotSpring® Everyday made better' HIGHLIFE" COLLECTION Hoftring® Every ofoy mode better ENVOY 0 SHELL COLORS Doo Alpine ice Ivory Platinum Tuscan Pebble fail White Gro y Sun 0 CABINET COLORS MEN t_ Java Charcoal Blackwood Linen Brushed .Z Nickel COVER COLORS Nutmeg Groohile Cray Block CABINET AND SHELL COLOR OPTIONS* Cabinet Colors Java Charcoal Blackwood Linen Brushed Nickel Shelf Colors Alpine White Alpine White Alpine White Alpine White Alpine White Ice Gray Ice Gray Ice Gray Ivory Ice Gray Ivory Platinum Platinum Tuscan Sun Platinum Tuscan Sun Tuscan Sun Pebble Pebble Pebble LEGENDARY MASSAGE SIZE 55 Personalized-Control Jets Dimensions 8'4"x 77'x 38"/254 cm x 231 cm x 97 cm 2 Moto-Massage®Seats • Soothing Stream®Seat CAPACITY Precision"Jet Seat Seating Capacity 5 seats with lounge • Captain's Seat Water Capacity 455 gallons 11,725 liters EASY WATER CARE Weight 785 lbs./355 kg dry;5,455 lbs./2,480 kg filled" Water Care System FreshWater®Salt System Ready ADDITIONAL FEATURES Filtration System 100%No-bypass Filtration Exclusive,High-flow Tri-X"I Filters Water Feature BellaFontana®with 3 illuminated arcs of water 325 sq.ft.Filtration Area Cover Lifters CoverCradlei",CoverCradle 11,Lift'n Glide®,or UpRite� Steps Steps are available to match cabinet colors LEADING ENERGY EFFICIENCY Entertainment BluetoothO Wireless Sound System(Optional) Jet Pump 1 Wavemaster®9000;One-speed,2.5 HP Continuous Duty, Control System 10 2020®with wireless remote control 5.2 HP Breakdown ToNue 230 V/50 amp,60 Hz Jet Pump 2 Wavemaster®9200;Two-speed,2.5 HP Continuous Duty, (Includes G.F.C.I.protected sub-panel) 5.2 HP Breakdown Torque Lighting System LuminescenceO multi-color four-zone Circulation Pump SilentFlo 50003 for quiet,continuous filtration Cooling System CoolZone"(Optional) Heater Titanium No-Fault©4,000 W/230 V Insulation Multiple Layers of Foam Insulation;Certified to California Energy Commission(CEC)and APSP 14 energy efficiency standards for portable spas Cover 3.5"to 2.5"tapered,2 lb,density foam core,with hinge seal 'No special cidprsor shell substitutions available Actual colors and products may vary horn pont representation.See dealer rovenity, 2023 Watkins lvellnes5-Rev H "Iticlucles•yaterand 5ddL]itSWeighing l75lbs each. 1 RESIDENCE AT 13 ORS • POWERS HANCOCK DESIGN POND LN bww'" MAJ . , PO Box 400 South Jamesport, NY 11940 L: w Y RK ,41 ENT N Ul 01 t?1C��y� PNE RAG 04348S OQ'� ISSUE/REVISIONS N0. DATE ISSUE 1 10-27-23 FILE FOR PERMIT IRC 2020,INCLUDING UNIFORM SUPP-EMENT 2018 CHAPTER 3:BUILDING PLANNING ENERGY ANALYSIS NOTES DRAWING LIST PROJECT TEAM SECTION R301:DESIGN CRITERIA AMERICAN FOREST 8 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE 8 TWO FAMILY DWELLINGS I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION (2018 EDITION) CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE ENERGY EFFICIENCY CITY OF SOUTHOLD NOTES: PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 0 OWNERS: STRUCTURAL ENGINEER: GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED O SECTION R303:LIGHT VENTILATION AND HEATING 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE 2020 RESIDENTIAL CODE OF NEW YORK STATE (2018 IRC AMENDED) ILL WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC,N1101.14 2017 NEW YORK STATE ELECTRICAL CODE (NFPA 70, 2017) z DOUGLAS GRAY DILANDRO ANDREWS REQUIRED GLAZING AREA HABITABLE ROOMS: 8% O IL _ 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO 2020 NEW YORK STATE ENERGY CODE (IECC 2018 AMENDED) W W REQUIRED OPENABLE AREA: 4% � � 735 MAJORS POND RD STRUCTURAL ENGINEERS THE INSULATION ON THE SURROUNDING SURFACES 2020 NEW YORK STATE FUEL GAS CODE (IFGC 2018 AMENDED) j PROVIDE 3 SQ OF WINDOWS.I.5 IOPERATIONAL IN BATHROOMS WHERE ARTIFICIAL LIGHT � W UQ W AND/OR MECHANICAL S CAL VENTILATION IS PROVIDED 2020 NEW YORK STATE MECHANICAL CODE (IMC 2018 AMENDED)4. INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN (/) CE (n W SOUTHOLD N.Y. 11957 INFO@DILANDROANDREWS.COM PROVIDE STAIRWAY ILLUMINATION AT INTERIOR 8 EXTERIOR STAIRS ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL,AN 2020 2020 NEW YORK STATE PLUMBING CODE (IPC 2018 AMENDED) SECTION R304:MINIMUM ROOM AREAS 631-259-3959 APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 2020 NYS PROPERTY MAINTENANCE CODE (IMPC 2020 AMENDED) PROVIDE MIN.I ROOM WITH NO LESS THAN 120 SQ FT 5. TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 2020 NEW YORK STATE FIRE CODE (IFC 2018 AMENDED)ACHSO ARCHITECT. 6. DUCTS-1N CZ 4A,5,6A TESTING SHALL BE SUPPLY 8 RETURN DUCTS IN ATTICS SHALLED BY AN APPROVED THIRD BE INSULATED TO A MINIMUMROF R-8 @ 3'OR GREATER IN OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF N "EXCEPTION FOR KITCHENS o POWERS HANCOCK DESIGN, LLC DIAMETER,AND R-6 @DUCTS LESS THAN 3'IN DIAMETER. N MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN 1'-O'ANY HORIZONTAL DIMENSION DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. W PO BOX 400 "EXCEPTION FOR KITCHENS ~ N 7. DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD Q O SOUTH JAMESPGRT N.Y. 11940 SECTION R305:CEILING HEIGHT PARTY. r MIN.CEILING HEIGHT FOR HABITABLE ROOMS=7'-0' 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS A-000 COVER SHEET/DRAWING LIST X INFO@POWERSHANCOCKDESIGN.COM 'HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=1'-O' 1 (631)703-0800 I.BEAMS AND GIRDERS NOT LESS THAN 4'-0'O.C.CAN PROJECT 6' 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105 F DEGREES OR<55F DEGREES SHALL BE A-001 SITE PLAN/ZONING INFORMATION X INSULATED WITH R-3 MIN. 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT=6'-8'(BEAMS,GIRDERS 8 DUCTS MAY PROJECT TO 6'-4') 10. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC/IMC A-002 CODE SHEET 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN REQUIRED HEIGHT Il. EQUIPMENT SIZING-PER ACCA ANNUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. A-003 PROJECT NOTES 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8'CEILING HEIGHT OVER FIXTURES AND SHOWER HEAD SHALL HAVE A SURVEYOR: MINIMUM CEILING HEIGHT OF 6'-8'ABOVE A MIN.AREA OF 30'00'AT THE SHOWER HEAD 12. LIGHTING-A MIN.OF 75%OF PERMANENTLY INSTALLED FIXTURES UST HAVE HIGH-EFFICANY LAMPS A-020 WINDOW AND DOOR SCHEDULES X SECTION R308:GLAZING 13. ALL HVAC,PLUMBING 8 ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER II ENERGY EFFICIENCY, KENNETH M WOYCHUK LAND SURVEYING PLLC PROVIDE SAFETY GLAZING WITH EM30SSED MARK IN ALL HAZARDOUS LOCATIONS PERMITTED INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT SHALL BE THE SWMP STORM WATER MANAGEMENT PLAN PO BOX 153 AQUEBOGUE NY 11931 SECTION R309:GARAGES AND CARPORTS RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS, X i WRITTEN STATEMENTS IF THE MECHANICAL,AIR CONDITION,VENTILATION,HEATING SYSTEMS(NEW EXISTING EX-100 EXISTING CONDITIONS/DEMO PLAN OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING X 631-298-1588 DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE PERMITTED DEPARTMENT. W PROVIDE VERTICAL SEPARATION.VERT:3/4'RESISTANCE(5/8'TYPE X GARAGE SIDE,1/2'TYPE X OPPOSITE SIDE) 14. ADDITIONS,ALTERATIONS OR RENOVATION:SHALL COMPLY WITH IECC 2015 UNALTERED PORTIONS OF THE Cc PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 5/8'TYPE X GYPSUM EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. A-100 BASEMENT CONSTRUCTION PLAN X PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING U A-101 GROUND FLOOR CONSTRUCTION PLAN X SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. W PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE THAN 44'A.F.F. 16. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH F- A-102 ROOF PLAN/PLUMB RISER DIAGRAM X MIN.OPENING AREA=5.75 SO FT(5 SQ FT AT GRADE) TABLE R.402.4.1.1 APPLY A BEAD OF CALK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM ALL BOARD. UPROJECT DESCRIPTION MIN.OPENING HEIGHT CLEAR=24' cr MN.OPENING WIDTH=20' Q A-200 EXTERIOR ELEVATIONS X NO TOOLS OR KEYS ALLOWED FROM INSIDE MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SQ FT 8 MIN.WIDTH OF 36' A-201 EXTERIOR ELEVATIONS X SECTION ROI:MEANS OF EGRESS PROPOSED ADDITION AND INTERIOR RENOVATIONS A-301 BUILDING SECTIONS X PROVIDE 2UND R S STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS WITH WALLS AND ANY SOFFITSWITH A-401 DETAILS MIN.WIDTH FOR HALLWAYS IS 3'-0° X WORK OUTLINES: MIN.I EXIT DOOR REOU'D WITHOUT TRAVEL THROUGH GARAGE -NEW 602 SF MASTER BEDROOM ADDITION MIN.OPENING 3'-0'WIDE X 6'-8'HIGH E-101 BASEMENT ELECTRICAL FLOOR PLAN WIDTH SHALL NOT BE LESS THAN 36'CLEAR.HANDRAIL PROJECTION IS 4.5'MAX -NEW 78 SF ENTRY ADDITION + COVERED ENTRY HEADROOM MIN.=6'-8' E-102 FIRST FLOOR ELECTRICAL FLOOR PLAN -INTERIOR RENOVATION @ ENTRY, KITCHEN, FAMILY ROOM & TREADS AND RISERS:8.25'MAX RISE,9'MIN.TREAD A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3'BETWEEN FLOOR LEVELS OR LANDINGS. DOWNSTAIRS BEDROOM PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS S-000 GENERAL STRUCTURAL NOTES x -SECOND FLOOR TO REMAIN, NO CHANGE "EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING OVER STAIRS.SIZE OF LANDING IS MIN.36'IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL TO STAIR OR DOOR SERVED 5-100 FOUNDATION PLAN X -BASEMENT TO REMAIN, NO CHANGE WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER THAN 2%SLOPE S-101 FIRST FLOOR FRAMING PLAN X -NEW WOOD DECKS AS SHOWN PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR M)RE RISERS. 1.HEIGHT=34'MIN,38'MAX Q; S-102 SECOND FLOOR FRAMING PLAN X -NEW WINDOWS &DOORS ON FIRST FLOOR + 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN ENDS OR PROVIDE NEWEL -EXTERIOR TO RECEIVE ALL NEW SHINGLES p ROOFING POST OR SAFETY TERMS S-200 TYPICAL FOUNDATION DETAILS X -EXTERIOR!1 RECEIVE/1 Of f\ 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=11/2' SECTION R312:GUARDS U S-300 TYPICAL FRAMING DETAILS X EXISTING POOL TO REMAIN, TEMPORARY POOL FENCE TO BE REPLACED ALL RAISED SURFACE 30'ABOVE FLOOR OR GRADE TO HAVE 36'MIN.GUARDS.OPEN STAIRS 30'ABOVE FLOOR OR OC S-301 TYPICAL FRAMING DETAILS X GRADE SHALL HAVE 34'MIN.GUARDS. ~ WITH NEW 48" HIGH POOL FENCE TO CODE GUARD OPENINGS NOT TO EXCEED 4'(SPHERE) 0 5-300 SECTION AND DETAILS X SECTION 313:ALARMS PROVIDE SMOKE ALARM AT SLEEPING)ROOMS,AND AREAS IN IMMEDIATE VICINITY OF BEDROOMS AND IN BASEMENTS 5-302 TYPICAL FLOOR FRAMING DETAILS BY WEYERHAEUSER X PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL FIRED/BURNING APPLIANCE S-303 TYPICAL FLOOR FRAMING DETAILS BY WEYERHAEUSER X AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. ESTIMATED COST OF CONSTRUCTION $500,000 PROJECT TITLE. 01.EXISTING DWELLING UNITS SHAL_BE EQUIPPED WITH SMOKE DETECTING DEVICES RECEIVING THEIR PRIMARY 5-400 STEEL DETAILS x KOCH RESIDENCE POWER FROM BATTERIES OR FROM THE BUILDING WIRING AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE ACCEPTED PURSUANT TO 735 MAJORS POND ROAD RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT THE EQUIPMENT MEETS ORIENT NY, 11957 NATIONALLY RECOGNIZED STANDARDS, 03,NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE REFERENCE STANDARD RS 17-1. SHEET TITLE: 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL RESIDENTIAL CODE SECTION R315; Cover Page ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS,MIN.ONE PER FLOOR.DETECTORS CAN BE BATTERY POWERED. DATE: PAGE: SCALE: As Noted UP WILLOW TERRACE FARMS INC. I LANOF 0-00 SARAH JAIF � VACANT NE OLMSTEAD � SITE INFORMATION DWELLING WITH I WELL OVER 150' LAN B ADDRESS: 735 MAJORS POND RD I 200'+VIDWELL SEPTIC LL SCTM: 1000-26-2-39.14 5 WE 0 1OVE LOT 4 1°a O ZONE: R-80 2 — — — EXISTING NON CONFORMING LOT SIZE AS PER 280-124) > .Yf 4 I aa•,° r�«cc�, ,aw j�a°wn@i°e via l-c 'sem _ wan ' Y • y MINIMUM EXISTING PROPOSED F 78,771.91 SF LI"OF IF I @� °M�@ ^°°mom xa LOT AREA 80,000 SNO CHANGE 1.81 ACRES17 HELAIARS&JocELYN OZOLINS DWELLING WITH WELL I I A m°a°se°c°ve@s°oimv @"m�PJDLP SEPTIC OVER 150• uanrozsr°xv V' .:i::: FRONT LINEAR STREET 250 FT 393.08 FT NO CHANGE 3 ( " "� POWERS HANCOCK DESIGN `ix a' LAND N/F 6 z:�s<��,w000sro w"@ ,.sw arx. OF eE n1owris° HOLZAPFEL - ^ E° PO Box 400 SECTION THROUGH ADDITION SECTION THROUGH EXISTING FRAMED DWELLING o m E° DWELLING 0' South Jamesnort, NY 11940 I roo.re@c@ WELL&SEPTIC r ae•��j OVER 150' /71A # 1n/ R 1ROPoSED@@6>R ...•. b ti P10P°SE°VNJU°ECK g 12'SPfN CODE REQUIREMENTS: 1o' ust CE 8 i Loc (PGATEi@a• I � LOT: 78,771.91 SF I — — — — I J — !j- r2""'N F— A SM oXAER G. 7fs C LLL-J RN I L UOO �0 ALLOWABLE EXISTING PROPOSED BUILDING HEIGHT 35 FT 26'-7" NO CHANGE ® ® ® r I I a,w � Srq�043488Li WE LOT COVERAGE 20 % I I„I/ 3,420 SF 4,760 SF (SEE BELOW FOR BREAKDOWN) 15,754 SF I LAND N/F I I a OFI EwmE' / SMRICHARD ALDRICH DWELLING WITH LAND N/F EXISTING ADDITION PROPOSED TOTAL WELL& SEPTIC I / OVER 150• I a„ry HOLZAZA PFEL MAIN DWELLING 2,247 SF 680 SF 2,927 SF SHED 167 SF 0 SF 167 SF (NO CHANGE) PROPOSED FIRST FLOOR EXISTING SECOND FLOOR (NO CHANGE) DECK 175 SF 673 SF 848 SF PROPOSED TYPICAL EXTERIOR FRAMED WALL PROPOSED TYPICAL ROOF PROPOSED FLOOR INSULATION i BATT INSULATION(R 21) 2 CLOSED CELL SPRAY FOAM(R-49) 3 CLOSED CELL SPRAY FOAM(R-30) ` LAN IF FR5HVI ar a eNP50UNDARY POOL 816 SF 0 SF 816 SF (NO CHANGE) O O DOUGLAS JUNE 6,2023 ISSUE I DWELLING WRH (REVISIONS WELL& SEPTIC TOTAL: 3,405 SF 1,353 SF 4,758 SF EXISTING EXTERIOR FRAMED WALL EXISTING CEILING INSULATION j --� EXISTING FLOOR INSULATION I OVER 150• NO. DATE ISSUE. . — . . _ O BATT INSULATION(R-21)(ASSUMED F.V.) O BATT INSULATION(R-30)(ASSUMED F.V.) ` 6 BATT INSULATION(R-30)(ASSUMED F.V.) 1 10-27-23 FILE FOR PERMIT THERMAL ENVELOPE DIAGRAM GROSS FLOOR AREA, RATIO CALCULATIONS: � SITE PLAN LOT: 78,771.91 SF 1 ALLOWABLE = 5,100 + ( 5% x 38,771) 5100+1938 = 7,038 SF SCALE; 1164" = 1 -�� EXISTING ADDITION/ PROPOSED m ALTERATIONS (TOTAL) 6° LP GAS 8 POST/WIRE FENCE m 22"BIRCH 8.5 S FIRST FLOOR 1885 SF 680 SF 2,565 SF (• s� 30" PINE 1 .5'W m ' R 875 SF N 875 SF \ � 12" RUIT 0 i 11) SECOND FLOOR 0 CHANGE I 16 BIR — — EQUIR D 30 SIDE YARD ACK — — — x- " (NO CHANGE) � — MON. — � - — COVERED PORCH 362 SF NO CHANGE (NO 36H SF GATE �� I TOTAL: 3,122 SF 680 SF 3,802 SF I POOL EQ Q o a'� z V z W I \ CL- w EXISTING ASPHALT DRIVEWAYEXISTING 2 STORY � PROPOSED ort Climatic and Geographic Design Criteria I CAR GARAGE \ REAR STOOP w`7 Subject to Damage FromWinter Ice Shield Flood Air Air Seismic Wind Itc � w, LLING Frost Termite Design Underla ment Hazard Freezing Freezing Design Speed d d Ground Snow Load Weathering „g.4^EXSTINGTOMA�ND g y — Line Depth Temp. Required Index Index Category PROPOSED MUDROOM ADDITION E E E E 1 Moderate 130 mph I 15 Yes No 1500 or less 52.2 B y I 20 Severe 3-0" to Heavy (ASCE 7-10) ±58'•5"EXISTING NO CHANGE IEXIST POOL PATIO 4g,.g^EXST4NGTOPOOL 'a PROPOSED COVERED ENTRY I EXISTING 2 STORY FRAMED ( c� 1 : . . . . . . . . . . . STK. I DWELLING l I :...:.:.:.:...:...:.....:. NO CHANGE TO BUILDING Q FOOTPRINT-INTERIOR RENOVATION ONLY EXISTING L'' I EXISTING ' I.NGROUND TIN W p S G OOD DECK TO 1 2V STK. BE MODIFIED 1 :. : : .POOL EXISTING WINDOW WELL co PROPOSED WOOD DECK /I- PROPOSED G UTILITIES POOL FENCE v ` ' E � _ WATERLIN --, o PROPOSED 8'x 8 SPA I I M / I I I U / ¢ PROJECT TITLE: o°C PROPOSED WOOD DECK 73'-9"PROPOSED 9ICLL/)i , `� KOCH RESIDENCE 12" SPRUCE old 18 ,_6„ 0 735 MAJORS POND ROAD � z ' I C/) ORIENT NY, 11957 10" LOCUST W 'GATE I I SHEET TITLE: ,, Proposed Site Plan I I z STK. n DATE: PAGE: PARTIAL SITE PLAN SCALE: A-001 2 1 " - � �� SCALE. 16 - 1 -0 As Noted WINDOW SCHEDULE ` NO. MANUF. MODEL TYPE EXT FINISH INT. FINISH GLASS WIDTH (R.0) HLIGHI LITE R.O. ATT N EGRESS TEMPERED COMMENTS EX EXISTING TO REMAIN ER EXISTING TO BE REPLACED R EXISTING TO BE REMOVED 101 ANDERSEN A-SERIES ACW 2040 CASEMENT TBD WHITE LOW E4 2'-0" 4'-0" " SDL NO NO LEFT SWING 102 ANDERSEN A-SERIES ACW 2040 CASEMENT TBD WHITE LOW E4 2'-0" 4'-0" SDL NO NO RIGHT SWING 103 ANDERSEN A-SERIES ADH 3054 DOUBLE HUNG TBD WHITE LOW E4 3'-0" 5'-4" SDL YES NO 104 ANDERSEN A-SERIES ADH 3054 DOUBLE HUNG TBD WHITE LOW E4 3'-0" 5'-4" 1g" SDL YES NO 105 ANDERSEN A-SERIES ADH 3054 DOUBLE HUNG TBD WHITE LOW E4 3'-0" 5'-4" 1g" SDL YES NO POWERS HANCOCK DESIGN 106 ANDERSEN A-SERIES ADH 3054 DOUBLE HUNG TBD WHITE LOW E4 3'-0" 5'-4" �" SDL YES NO 107 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" SDL YES NOMULLED W/UNI IS +, ; PO Box 400 TOTAL � 108 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" �" SDL YES NOMULLtU South Jamesport, NY 11940 109 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" �" SDL YES NO _' ' TOTAL MAX El 110 ANDERSEN A-SERIES ADH 2850 DOUBLE HUNG TBD WHITE LOW E4 2'-8" 5'-0" SDL NO NO III ANDERSEN A-SERIES ADH 2850 DOUBLE HUNG TBD WHITE LOW E4 2'-8" 5'-01, SDL NO NO 112 ANDERSEN A-SERIES ADH 2850 DOUBLE HUNG TBD WHITE LOW E4 2'-8" 5'-0" SDL NO NO EFtED ARC 113 ANDERSEN A-SERIES ACW 2630 CASEMENT TBD WHITE LOW E4 2'-6" 3'-0" J" SDL NO NO RIGHT SWING ��.`�PNER G o/TQC 114 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" " SDL YES NOMULLED W/UNI 16 108+109;TOTAL MAX RQ 115 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" SDL YES NO + U cn 116 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 210 36'- - + ' " �" SDL YES NOTOTAL MAX ROi - 117 ANDERSEN E-SERIES CSLD 8030-XOX GLIDING TBD WHITE 8'-0 4'-0 SDL 04348$ O.E. EXTERIOR DOOR SCHEDULE NO. MANUF. MODEL TYPE EXT. FINISH INT. FINISH GLASS R.O. WIDTH R.O. HEIGHT COMMENTS A TBD FRONT DOOR WOOD WOOD LOW E4 3'-6" 7'-0" B ANDERSEN A-SERIES TBD FIXED PANEL TBD PTD LOW E4 6'-0" 6'-II" COORDINATE FINAL FIXED PANELS WITH-TO MATCH ADJACENT SLIDERS(C) C ANDERSEN A-SERIES FWGCD-1110611-4 4 PANEL SLIDER TBD PTD LOW E4 11'-10" 6'-11" ISSUE/REVISIONS D ANDERSEN A-SERIES FWGCD-60611L 2 PANEL SLIDER TBD PTD LOW E4 6'-0" 6'-II" NO, DATE ISSUE E ANDERSEN A-SERIES FWOCD-31611AR EXTERIOR SWING TBD PTD LOW E4 3'-1" 6'-11" 1 10-27-23 FILE FOR PERMIT F ANDERSEN A-SERIES FWGCD-50611L 2 PANEL SLIDER TBD PTD LOW E4 5'-0" INTERIOR DOOR SCHEDULE NO. COMPANY STYLE TYPE FINSIH MATERIAL WIDTH HEIGHT THICKNESS LOCATION COMMENTS 100 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD INSUL.STL j HR FIRE 2'-8" 7'-0" 1 ENTRY/ GARAGE SELF CLOSED, W, STRIP RATED 101 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-6" 7'-0" 1 GUEST BATH 102 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-4" 7'-0" 1 POWDER ROOM 103 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-6" 7'-0" 1 BASEMENT STAIR 104 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-8" 7'-0" 1 ANTE-CHAMBER 105 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-8" 7'-0" 1 MASTER BATH 106 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-8" 7'-0" 1 TOILET ROOM 107 TRUSTILE (OR APPROVED EQUAL) SHAKER POCKETING PTD SOLID CORE MDF 2'-8" 7'-0" 1 HER CLOSET 108 TRUSTILE (OR APPROVED EQUAL) SHAKER POCKETING PTD SOLID CORE MDF 2'-8" 7'-0" 1 HIS CLOSET PROJECT TITLE: KOCH RESIDENCE 735 MAJORS POND ROAD ORIENT NY, 11957 SHEET TITLE: Window&Door Schedule DATE: PAGE: SCALE: A-003 As Noted GRADE _ -PROPOSED SEPTIC: REFER TO °o'mnx.c.'°°. ID RECAST TRAFFIC BEARING DRAWINGS BY DILANDRO ANDREWS m _ CONCRETE DOME OR SLAB TOP GRADE i �rc SDR 35 PVC INLET PIPE—, TOP OF DRYWELL y y mi LL SEE PLAN FOR PIPE SIZE la - - _ =1� SEE PLAN FOR ELEVATION Imoot ® � �' � ® ® 'i' - I- ��/ 9 SDR 35 PVC PRECAST CONCRETE PERSPECTIVE VIEW OVERFLOW PIPE :1 Lf__� STORM DRAIN RING SEE PLAN FOR PIPE SIZE :1 D ® n D_�_q ® Ef�: �_fl ® ® Cl 'i - - HEIGHT 8 DIAMETERL.P. L.P. AS INDICATED ON PLAN 36" MINIMUM 2 x 2 --------- - FENCE POST ACKFILL 3'-0"MIN. LP GAS _ AROUND DRYWELL WOVEN WIRE FENCE— � � � _� -,_ _ w/ 1 1/4"- 1 1/2" POWERS HANCOCK DESIGN (6x6-10/10 WWF) z ® � r� MEDIUM COARSE SAND/GRAVEL FILTER CLOTH c - ® j- PO Box 400 �a a] D-A � � � � � lc _ - South Jamespoft, NY 11940 3(OP N DI M EMBED FILTER CLOTH OE I� _ _ - - -- -�I ® _ MIN. 6" INTO GROUND z !ii NOTE: MAXIMUM DRAINAGE AREA 112 ACRE/ 100 LINEAR FEET GROUND WATER LINE I - i — — NON-RATEABLE SO1�� CONC. WASHOUT AREA ��5�Qr1ER G 46 POOL EQP ,\ CLEAN MEDIUM COARSE FILL LCEAN MEDIUM GRAVELND a -RATEABLE O COARSE BACKFILL EXISTING 2 STORY \� PROPOSE XISTING ASPHALT DRIVEWAY CAR GARAGE \ REAR ST PROPOS MUDR00 J DI1`I E E E E 1 SILT FENCE TYPICAL DRYWELL DETAIL I _ DW2 IEXIST POOL PATIO PROPOSED 1 � COVERED ENTRY EXISTING 2 STORY I `Y \ ISSUE/REVISIONS W FRAMED 1 DW11 DWELLING I N0. DATE ISSUE NO CHANGE TO BUILDING DRYWELL CALCULATIONS: Q FOOTPRINT-INTERIOR / j 1 10-27-23 FILE FOR PERMIT RENOVATION ONLY / EXISTING ROOFED AREAS: 2,565 o I — -.._ -�� I.NGROUND TOTAL: 680 SF zOF*D :.:: .POOL POD DECK 2,565 SF X 2" RAINFALL(.167) =428.4 CF/ 8' DIA (42.3) = 10.12 DEPTH REQUIRED EXISTING WINDOW WELL \ . . . . . . . . . . . . . DW 1 8' DIA X 4' DEPTH DW 2 8' DIA X 4' DEPTH U G ��NE /� ATER \� PROPOSED DW 3 8' DIA X T DEPTH / TOPSOIL \` 8'x 8' SPA I 1 STOCKPILE 1 \ PROPOSED TOTAL DEPTH 11 ' DEPTH PROVIDED 'I-, __1WOOD DECK W /LL \ GATE )i PROJECT LIMITING FENCE McDonald Geoservices I POB 1258 Southold,NY 11971 631.765.3677 mcd=o@a gmail.com Test Hole Data Sheet \ I Name: Gray' ALL DRYWELLS TO BE E ISTING DP: Powers Hancock '� -� MIN 50' FROM ALL SHED Location: Orient EXISTING WELLS Tax Map Number: 1000-26-2-39.14 I Project Description: Res;, Date: 5/5/231 I I Brown loam OL I Brown clayey sand SC ------- 3. L l Brown sandy silt ML -------- 5. Pale brown fine to coarse sand SW STORMWATER MANAGEMENT PLAN 1 SCALE: 16 12.T. " = 1'-0" PROJECT TITLE: ------- KOCH RESIDENCE Water in pale brown fine to coarse sand SW 735 MAJORS POND ROAD ORIENT NY, 11957 17' SHEET TITLE: Comments: Water encountered 12.7'below surface Proposed Site Plan Test hole boring....$600.00 DATE: PAGE: SCALE: SWMP As Noted SHEET NOTES FIRST FLOOR NOTES: -EXISTING STAIRCASE TO BE PROTECTED ROOF BELOW -ALL NEW WINDOWS &DOORS,TO BE FRAMED @A — — — — I i i 7'-0" HH FROM FIN FLOOR I I -ALL HATCH WALLS INDICATE EXISTING WALL TO BE REMOVED I I ENCLOSED PORCH I I I r rO I I I I I I I I i FLOOR PLAN KEYED NOTES EX 1 L 1 L I I I I I I I _ — — R ® R R Ex Ex 0 LINE OF PROPOSED MASTER BEDROOM ADDITION POWERS HANCOCK DESIGN ------------- --- PO Box 400 AREA OF ENTRY ADDITION South Jamesport, NY 11940 ER HALL I Iii I AAT BATH i O3 EXISTING-NO CHANGE ENTRY KITCHEN i BEDROOM NO.3 O BEDROOM NO.4 p � GARAGEREM® R i \ i 0 L(51. O i II ® FIXTURES VE CD EXISTING KITCHEN IN ITS ENTIRETY-CAP ALL E E O O ® ® O5 ALLnOVE PLUMBING EXISTING BATHROOM IN IT'S ENTIRETY-CAP AER Cy�� O A F ER I HALLWAY ' ® HALLWAY 0 G) 00 ® © r ,® O ® © EXISTING SPACE TO BE RENOVATED/REMODELED Z� - I I I ER COVERED PORCH 5 DN Ex LIVING I O O O — I O DN EX 7 EXISTING DECK TO BE REMOVED 7 � ROOF BELOW — � '• '..- a$ u 1 BEDROOM NO.2 ___ BEDROOM NO.1 Ex Ex ® ROOM© L---------- ---------------- O ® O ® RESERVED S'T,9T�04348B 0 RESERVED O DEN – – R RESERVED 11 RESERVED IL-------------------------------------------j1I 12 RESERVED L=================================_ R R 13 RESERVED 14 RESERVED ISSUE/REVISIONS 15 RESERVED N0, DATE ISSUE E (NO RESERVED XISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN CHANGE) 1 10-27-23FILEFORPERMIT 16 1 . 1n , ,� 2ill - SCALE.4 = 1 -0 SCALE.4 = 1 -0 17 RESERVED 18 RESERVED 19 RESERVED 20 RESERVED "10' ISTING RIDGE --- - - TCPOFE%ISTINGa11GE - - RESERVED RESERVED TOP O°PLATE @REAR OORI.ER - -- - - -- ------- - - -- - TOP 11 PLATE P REM OORMER - - - _ - —� - �- _ T�- _ RESERVED 24 RESERVED 25 RESERVED E RVED TCP OFSUGFLOOR@SE^OND FLOOR -- ,._. _._ - '� — -- _ - TOP OFSUBFLOOA@SECOND FLOOR - - - --- -- L - - - - ---- �a TOP OIF E%ISTIN3 SUBFLOOR @FIRST FLOOR ©©© ��--� _ _ .__ - — _ 1111111111111 TOP OF E%ISTING SUSFLOO1 P FIRST FLOOR ELE+iT.P --_ ELF♦IT 0" EXISTING FRONT ELEVATION 3 ,,, , „ EXISTING SIDE ELEVATION SCALE.4 = 1 -0 `T SCALE:4" = 1'-0" TOP OF E%ISTINGRIDGE - -- - — __- --------_---- - - --- --- -- - TOP OFE%ISTING RIDGE SYMBOLS PROPOSED 2x FRAMED WALLS: REFER TO -- SCHEDULE BY STRUCTURAL ENGINEER HSA EXISTING 2X TIP IF PLATE @REAR DORMER FRAMED WALL TO BE REMOVED 17 PROPOSED POURED FOUNDATION WALL LJ LIN E ABOVE TOP OF SUBFLOOR PSEWND FLOOR -- INE BELOW L -L -L =E - _ — 1E11 ' PROJECT TITLE: - — — - GUIDELINE/CENTER LINEL] Lj __ FE K TOPOF E%STINGSUBFLOINi@FIRS?FLOOR - _ -_---- —_-- TOP OF E%STING SUBFLOOR @ FIRST FLOOR - -_----- 1`OCH RESIDENCE ELE i1T.p ` _- - EIE.iT.P — �" � Vis•..� >� — _.. x ELEVATION TAG 735 MAJORS POND ROAD x-xxx x ORIENT NY, 11957 X XXX SECTION TAG X SHEET TITLE: EXISTING REAR ELEVATION X x X INTERIOR ELEVATION TAG EXISTING FLOOR PLANS 5 x-xxx , „ EXISTING SIDE ELEVATION x SCALE.4 = 1 -0 _ DATE: PAGE: SCALE:4" = 1'-0" r XX DETAIL MARKER G EXTERIOR DOOR TAG EX-1 0 0 SCALE: X-X WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG SHEET NOTES 1f ;. FIRST FLOOR NOTES: REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING FOR ALL STRUCTURAL DETAILS, FOUNDATION DIMENSIONS, NOTES, BEAM SIZES ETC. MECHANICAL ROOM: CONTRACTOR TO CONFIRM 8" GYP BOARD ON ALL SURFACES, FIRE RATED DOOR AND VENTILATION ALL MEETS CODE PROVIDE CARBON MONOXIDE&SMOKE DETECTOR B A C -30 -30 -30 FLOOR PLAN KEYED NOTES �1 RESERVED POWERS HANCOCK DESIGN PO Box 400 I I ____________________________ i �2 RESERVED South Jamespor , NY 11940 ----------L-----------------------------L------ F-------------------------------------------------- - -' 3 LINE OF PROPOSED DECK ABOVE I I 3 ® LINE OF EXISTING SCREENED IN PORCH ABOVE I I I I 1 RED A O5 EXISTING EGRESS WINDOW TO REMAIN Q,O\�plAER G Ay/TF 0�y 0.A I I © EXISTING BILCO DOOR TO REMAIN i OMECHANICAL ROOM:CONTRACTOR TO CONFIRM 'till MEETS CODE I I ® EXISTING NO CHANGE � 043488 I 4 I I E O CRAWL SPACE ACCESS: PROVIDE NEW CRAWL SPACE I i i---------- -------- ---------i ACCESS PER IRC 408.4 "Z-- I I I I I �--------- ------------------------a 10 LINE OF HOT TUB ABOVE I I I I I I I I I I I I 11 CSV: PROVIDE REQUIRED CRAWL SPACE VENTILATION PER IRC R408.1 -MIN 1 SF PER 150 SF I I 6 i i i i 10 i i 12 RESERVED I I I I I i 13 RESERVED I I I I I I I 14 RESERVED ISSUE/REVISIONS - - - i i 15 EXISTING CLOSED RISER STAIRCASE AND HANDRAIL: NO, DATE ISSUE dD I PER IRC R311.7 W/NYS SUPPLEMENT 1 10-27-23 FILE FOR PERMIT I ---------------------' I I I i 16 I I I I I I II I I --------------------------- ' UP d ---------- 18 11 11 NEW STRUCTURAL POST: SEE STRUCTURAL I 19 DRAWINGS FOR ADDITIONAL INFORMATION . 20 I AIR 21 p MECHANICAL ROOM BOILER � O o EXISTING 2X10 F.J.@ 16"OC D LAUNDRY ROOM zI CRAWL SPACE coa WH w p a WELL ¢ I •' a . 9 W z — --•- wl Ex - EXISTING DROPPED BEAM _ 19 --------- CFHED 11 --------i MENT 0 O .� OILTANK F ------ I I e ' I 1 I I -401- 1 , I .• UO -- -- I I I I I o -- -- 5 x -- -- 2 W - 15 -40 I ' SYMBOLS PROPOSED 2x FRAMED WALLS: REFER TO 9 SCHEDULE BY STRUCTURAL ENGINEER EXISTING 2X FRAMED WALL TO BE REMOVED PROPOSED POURED FOUNDATION WALL — — — — — LINE ABOVE ---------- LINE BELOW —- -— GUIDE LINE/CENTER LINE PROJECT TITLE: KOCH RESIDENCE BO 30 30 XXX ELEVATION TAG 735 MAJORS POND ROAD ORIENT NY, 11957 X X_� --] SECTION TAG SHEET TITLE: X X4( X INTERIOR ELEVATION TAG PROPOSED BASEMENT FLOOR PLAN X &PROPOSED BASEMENT/ FOUNDATION PLAN DATE: PAGE: SCALE:4if= 1 1-01 f XX DETAIL MARKER X X EXTERIOR DOOR TAG A-1 00 SCALE: x x WINDOW TAG AS NOTED OINTERIOR DOOR TAG SHEET NOTES FIRST FLOOR NOTES: REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, BEAM SIZES ETC. ALL SLEEPING AREAS TO RECEIVE SMOKE DETECTOR PER IRC R314.3 . SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE PLACED MIN (1) PER FLOOR AND MIN T-0" FROM B A -30 -30 -30 EACH BATHROOM EXTERIOR LIGHTING SHALL BE PROVIDED @ EVERY ±40'-72" EXTERIOR DOOR FLOOR PLAN KEYED NOTES POWERS HANCOCK DESIGN PO Box 400 NEW O FINAL SELECTION ENGINEERED WITHWOOD FLOORING :COORDINATE South Jamespl NY 11940 ONEW TILE FLOORING:COORDINATE FINAL SELECTION WITH OWNER/ARCH DECK FULL HEIGHT TILE WALLS @ SHOWER ED ARC �1 A \ / ® IPE WOOD DECKING:WITH CONCEALED FASTENERS �� O�C� * N O5 EXTERIOR WOOD STAIR: ,I . Z © KITCHEN CABINETS: REFER TO INTERIOR ELEVATIONS ,A FOR FURTHER DETAILS u G HOT INATEFINALSPECS WITHOWNER �TF 04348$ OQ`� Q O7 SELECTED HOT TUB-TO BE INSTALLED FLUSH WITH DECKING ® FLAT CEILING:SEE REFLECTED CEILING PLAN --- ------ --------- I(j o O9 CATHEDERAL CEILING:SEE REFLECTED CEILING PLAN V ENCLOSED PORCH � �� i 10 COORDINATE FINAL DIMENSIONS OF PRIVATE DECK WITH OWNER SELECTED HOT TUB&LOCATION 17 L F — 7 'l F_ — 7 (— — _, // 11 FLOATING BENCH: IPE TO MATCH DECKING I j L ourpooR HOT TUB PRIVATE DECK 12 BUILT-IN MILLWORK ELEMENT: ALIGN j I i� esQ o 0 8X8 4 10 REFER TO INTERIOR ELEVATIONS ISSUE/REVISIONS (D13 WOOD BURNING FIREPLACE:COORDINATE FINAL DIMS W/SELECTED UNIT NO, DATE ISSUE DECK — L — J L_ — J L_ — —I a 20 14 EX O STONE HEARTH:COORDINATE FINAL DIMENSIONS 1 10-27-23 FILE FOR PERMIT 4 i i W/FINAL SELECTED UNIT EQUAL I -- EQUAL \ ALIGN 15 PRISTING OTECT AS SED RISER STAIRCASE AND HANDRAIL: F I 117 113 P P WOO DOOR SILLS TO SINK SILL T z 2 Y D@ 16 j I DW I OO O 0: L EQUAL 6-14'. -71" 15-6" 16 J 12 iIi 22 ! ! I I li a II 4-10" L---IT-11" --� MASTER OW 17 EXISTING NO CHANGE ---- ---- ------------ - SHOWER x 27 j I BATHR00 <'' W m 1 T y KITCHEN \ / 23 i 2 8 28 29 16 18 EXISTING WINDOW WELL BELOW NEW STRUCTURAL POST:SEE STRUCTURAL s'-1o" s'-o" O DRAWINGS FOR ADDITIONAL INFORMATION ! +11'62 2 2-10" �'-s"X 3 1 LAND J O O L I ROOM MASTER BEDROOM 4' — -------- � 116 115 114 I 2 8 C30 OUTDOOR BBQ: PROVIDE U.G.GAS LINE FOR BBQ � I 1 8 1 9 _ �-----� I I DINING ROOM �i / ---J ------- �N - 105 /106 z I I I I % 21 CLOSET: 1 ROD, 1 FIXED SHELF I----------------- \� I i o GARAGE ENTRY L----J n / o ---J a -� j--� HALLWAY ANTE-CHAMBER w ! I ��» �- j I- 0 22 PROVIDE OPENING FOR DOG DOOR (17 1 8 ! 1 0 23 OWNER PROVIDED VANITY II I - ------ -- - 1 .1- L---- - - - --- ------ I! 0oe 24 EGRESS CODE COMPLIANT WINDOW — — — — — — — — — — — — — — — —_— — — ---, ---- --- --------------------------- 19EQUAL EQUAL i. S 108 109 25 COORDINATE MULLED UNIT WITH ARCHITECT:MAX 8'-7" 7§1 - - - - - - - i�zi CLEANING 25 HIS CLOSET R.O. FOR(3)WINDOWS o r HER CLOSET r CLOSET L 1 g 1 g 26 WALK IN CLOSET: SHELVES&RODS BY OWNER o s 3,_6" 5+,: 1 2.. 62 -------- 26 26 _ o¢ POWDER �--_ JI 31" ------ o % % ll / 27 TEMPERED GLASS VESTIBULE o2 ROOM SHOWER SHOWER(CURBLESS): FLOOR JOISTS DROPPED 2 8 ,� 3 ----- THIS LOCATION-REFER TO STRUCTURAL DRAWINGS 28 - 4 - - 23 - - - I 29 = 110 111 112 29 RECESSED SHOWER NICHE ❑ __ 101 I o 102 O EX j wl .,,; >� W/D _ COVERED o= _ - z I ENTRY Q o z - --- - ------ 30 RECESSED MEDICINE CABINET W �a lJJ m I 4 2 m RESERVED O O SHOWER BENCH SEAT: GL EST BEDROOM/OFFI E _______ 15 LIVING ROOM 32 STONE SLAB TO SELECT BY OWNER 0a) ------- OG) N� 33 ELECTRIC RADIANT FLOORING @BATHROOM a Up n 2 ±32" ±16-9"EXISTING F.V. 40 ±16'-1 14 4"EXISTING F.V. QI)EEN I i � i I 13 SYMBOLS WOOD BURNING I I FIREPLACE PROPOSED 2x FRAMED WALLS: REFER TO SCHEDULE BY STRUCTURAL ENGINEER 103 104 105 106 EXISTING 2X FRAMED WALL TO BE REMOVED EQUAL 24 la" 24 T-3- 24 7.3" 24 EQUAL EQUAL EQUAL 3'8" EQUAL 10'-6" EQUAL 2" PROPOSED POURED FOUNDATION WALL ±34'-12"EXIST F.V. 30'-0"PROPOSED ADDITION 9'-6"PROPOSED ADDITION — — — — — LINE ABOVE ---------- LINE BELOW —-—-— GUIDE LINE/CENTER LINE PROJECT TITLE: B A � KOCH RESIDENCE 30 30 30 X X ELEVATION TAG 735 MAJORS POND ROAD ORIENT NY, 11957 X X-)()( --I SECTION TAG X SHEET TITLE: PROPOSED FIRST FLOOR PLAN X X� X INTERIOR ELEVATION TAG PROPOSED FIRST FLOOR PLAN X 1DATE: PAGE: SCALE:4"= 1'-0" r• XX DETAIL MARKER GEXTERIOR DOOR TAG A-1 1 SCALE: X-X WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG ROOF BELOW - II II r 77 7-7-7 777"] II II II II II II I ; Ii ,0.5_:12JEXISTFV.� _ ��- -- - -- -- - - -- - - - - - - - - - - - - - - - - - - - - - - - POWERS HANCOCK DESIGN - II II IF - - - - - - - - - - - - - - - - - - - �I- - - - - - - - - - - - - - - - - - - - PO Box 400 i I I I I 1 1 South Jamesport, NY 11940 EXISTING RIDGE i l - - - - - NEW RIDGE I ( NEW RIDGE FRED A&,o QNERc 00 of I I I I I 10.5:12(MATCH EXISTING) I EXISTING RIDGE I I I I * V N 04348a I II +512 I I II II II II II iI I I ISSUE/REVISIONS NO. DATE ISSUE n11 10-27-23 FILE FOR PERMIT PROPOSED ROOF PLAN 811= --0 ROOF NEW 4" V. T. R. I ; I I I EXIST 411 V. T. R. I ; I NEW 4° V. T. R. I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I ATTICI I I I I I I I I I I I I I I I I I I I I I--------------------- ------- i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I i I I I I I I I I I I I I I I I I I I I I 4111 I I I I I I I I I I I I 1 I I 1 I I I i I I 1 I I I I I I I I I I I I I I SECOND FLOOR I I I I I I I I i j I 1 I I I I I I I I EXIST BATH I 1 ; I I I I i 211 1 211 I I 11 I 1111 1 NOTE: DRYER VENT ,`;--------------------- i i 12 1211 12 1211 (211 1211 1211 TO EXTERIOR III ; 1 I11 i I11 I I 2 1 II2 12 12 I I I I 0 0 000 I 1 I I I I 1 1 I 1 I I FIRST FLOOR FD w 1211 pW PERPER PER MFG 211 211 311 1211 1211 311 2 MFG MFG 1' CO 1211 1211 CO KITCHEN 311 MASTER BATH PROJECT TITLE: TO SEPTIC LAUNDRY PWDR ROOM KOCH RESIDENCE SYSTEM — ROOM 735 MAJORS POND ROAD DESIGN BY OTHERS ORIENT NY, 11957 SHEET TITLE: ROOF PLAN BASEMENT PLUMB RISER DIAGRAM DATE: PAGE: PLUMB RISER DIAGRAMSCALE: A- 1 02 AS NOTED MAXIMUM HEIGHT(EXISTING) ------------ __-_____-- - - ------- ----- ------ -------- --- --- ---- - -- ---- - ---- - -- ELEVATION NOTES OROOF: NEW ASPHALT SHINGLES COLOR:CHARCOAL MAXIMUM HEIGHT(EXISTING) SIDING: NEW 18"RED CEDAR SHINGLES 7 EXPOSURE:5-1/2 (TYPICAL) ACCENT SIDING:CLEAR CEDAR T.G.VERTICAL SIDING 12 12 EXPOSURE:5-1/2"(TYPICAL) EXIST.f J V �EXIST. O WINDOW TRIM:5/4x4 PVC ® 4 COLOR:TO SELECT L1LL LLL _ _ �� FASCIA: 1x8 PVC ---- - - -- -- COLOR:TO SELECT DECKING: IPE WOOD -or SIMILAR TOP OF PLATE @ REAR DORMER CONCEALED FASTENERS POWERS HANCOCK DESIGN --- -- -- ,= ,✓ --- ---- 1 T G VERTICAL D DECK SKIRTING:CLEAR CEDARERTI AL SI ING EXPOSURE:5-1/2"(TYPICAL) PO Box 400 South ame port, NY 11940 NEW DOG DOOR-COORDINATE FINAL DIM.III OWNER ----------""------ ARGE EXPOSED FOUNDATON NEW FASCIA DETAIL @ EXISTING GABLE ENDS .�ERED APc -- o L 11 BLIND FLASH TOP OF SUBFLOOR @SECOND FLOOR ' EXIST. Illi— — EXISTING CHIMNEY:CONTRACTOR TO F.V. EXISTING CONDITION, PROVIDE STEPPED FLASHING AS NEEDED I L I I�I_JJJll I X4348$ 11 ILLI I�IUI I�� II 1_I I I , ' I LL I I �I 1L L L1L LllJJL. TOP OF EXISTING SUBFLOOR @FIRST FLOOR — — i � „ „ ELE. +0'-0" (DATUM) __—_— LLtL 1111-IIII 11 1 1 ELE. + 17'-0"(ACTUAL) 111 11 H I I iii 1111 11 11 1 11 1 1111 1111 11111 11111 111 11 11 :11 111 11 ISSUE/REVISIONS PROPOSED COVERED NO. DATE ISSUE EXISTING SCREENED IN PORCH TO REMAIN EXISTING GARAGE TO REMAIN PORCH Ir Ir Ir 1 10-27-23 FILE FOR PERMIT PROPOSED' SIDE (NORTH ) ELEVATION SCALE. MAXIMUM HEIGHT(EXISTING) 12 Q t5 EXIST 11LL I U --_---- ---___---_ --------- -- 10 TOP OF PLATE @ REAR DORMER --- -- — --- I LL 121 J 10 5 i MATCH EXIST. i I 1 1 12 LL aLL1 11LiL LLL1 2 z 110.5 1 1 ,= EXIST N lo h X TOP OF SUBFLOOR @SECOND FLOOR — — � I\ h I � ' ' 2 10 IIL Ll�L 1 I 1 I1 -Ll_iL 1lu I 1 0 A--iT1 LI B TOP OF EXISTING SUBFLOOR @ FIRST FLOOR z — ELE. +0'-0" (DATUM) - - - - ELE. + 17'-0"(ACTUAL) 11 Will ill I Ill 111 111 ill9 EXISTING DWELLING TO BE RENOVATED PROPOSED ADDITION PROPOSED RAISED WOOD DECK PROJECT TITLE: KOCH RESIDENCE 735 MAJORS POND ROAD ORIENT NY, 11957 SHEET TITLE: PROPOSED ELEVATIONS PROPOSED FRONT (SOUTH ) ELEVATION 2 I„ _ ,- „ DATE: PAGE: SCALE. 4 SCALE: A-202 AS NOTED \\ 12 \ \ ®4 \ 12 \ 110.5 V BOTTOM OF CEILING JOISTS '\' .Y Y i Y V Y Y�v", 'a,Y'/� 4 4}1y \\ \ POWERS HANCOCK DESIGN R \ PO Box 400 4 `�5 _ z South Jamesport, NY 11940 LU �r \\ 12 \ EXISTING TOP PLATE @ MAIN GABLE _,`4}� BEDROOM BEDROOM \\\\ \5�� ATTIC T TOP OF SUBFLOOR @ SECOND FLOOR EXIST, F.J.TOP PLATE FIRST FLOOR J EXIST. F.J. — 2 - --f NEW C.J. NEW C.J. I `� ,�EFtED ARc ti N W I I LU 1 i ST 043488 Q'f' LIVING ROOM DINING ROOM o _ I I I I _ _ ENTRY j ;� PORCH j TOP OF EXISTING SUBFLOOR @ FIRST FLOOR — — ELE. +0'-0" (DATUM) � a ELE. + 17'-0"(ACTUAL) X .rl''r°`r'",'krV}Y EXIST. F.J. NEW D.J, 5" EXIST. F.J. NEW F.J. I I I I 1 z 1 3 .' • I q I •r F ., I � BASEMENT CRAWL SPACE �� ___° w _______-- ISSUE/REVISIONS N BASEMENT 3 NO. DATE ISSUE z � z a o 1 10-27-23 FILE FOR PERMIT N X W BUILDING SECTION @ LIVING ROOM BUILDING SECTION @ ENTRY A ill _ II B ill 1 II SCALE. 4 - I -0 SCALE: 41 = I -0 IZ 12 t10.5� t10.5D ./ �— A401 12 f10.5 TOP PLATE @MASTER BEDROOM ADDITION \ TOP PLATE @ HALLWAY-ALIGN w/MSTR. BED. NEW. C.J. I 1 I I I I I I I I I I I I I I I I I I I I I I I t I q I I o I I � I I � I I I I I I 1 I I I MASTER BEDROOM I I I I I I I I I I I I I I I I 1 I I I TOP OF EXISTING SUBFLOOR @FIRST FLOOR I I I I _ _ _ _ I TOP OF EXISTING SUBFLOOR @FIRST FLOOR I I ELE. +0'-0" (DATUM) I ELE. +0' 0" (DATUM) ELE. + 17' 0"(ACTUAL) I I ELE. + 17'-0"(ACTUAL) I I I I I I I I g Z W CRAWL SPACE I I E w I ql .• "' N 1 I I I I I z I I I 1 CRAWL STEP FOUNDATION PER � I I SPACE STRUCTURAL PLANS PROJECT TITLE: KOCH RESIDENCE I I I i` 735 MAJORS POND ROAD --- ORIENT NY, 11957 SHEET TITLE: SECTION @ MASTER BEDROOM ADDITION SECTIONS SECTION THROUGH MASTER BEDROOM ADDITION cill _ , , I„ , „ DATE: PAGE: SCALE. 4 - I -0 SCALE. 4 = l -0 SCALE: A-301 AS NOTED MIN 2'-0"ICE AND WATER SHEILD FROM EXT. FRAMED WALL i i i i i \\ Vco TYPICAL ROOF CONSTRUCTION. \ �~ SEE TYPICAL WALL SECTION&STRUCTURAL PLANS&DETAILS FOR ADDITIONAL INFO \\ 12 0 \ SEE \\ ELEVATIONS A` \\\kAle P� FOR ROOF PITCH TYPICAL ROOF CONSTRUCTION: 1. co \ 2.L30#IBUILADINGAFELTHPAPER S POWERS HANCOCK DESIGN • \ 2.1 ICE&WATER SHIELD ALL EAVES AND VALLEY(MIN 12 PO Box 400 \\ 24'FROM FINISHED WALL)UPON SEE \ 3.J'APA RATED PLYWOOD SHEATHING ELEVATIONS South Jamespor NY 11940 \ 4.ROOF RAFTERS(REF.STRUCTURAL PLANS) \ 5.C.C.SPRAY FOAM INSUL.IN CAVITIES-REFER TO FOR ROOF PITCH \ THERMAL ENVELOPE DIAGRAMS FOR INSUL.'R'VALUES \\ 6.5/8'THK.GYP.BD.CEILING(PAINTED-TO SELECT) t� \ 7.PROVIDE SOLID BLOCKING BETWEEN RAFTERS @ TOP PL. Q - 4v GOED _ �4Ai~� \ ER pC,7��` ------ --- TOP PL, AS PER STRUC.PLANS MASTER BEDROOM H GAO�� BATT INSULATION IN CAVATIES-SEE THERMAL Z . ENVELOPE DIAGRAMS FOR R-VALUES ETC. U i N TYP.LEDGER AS PER STRUCTURAL DRAWINGS D L SOL BLOCKING I B BETWEEN RAFTERS TOP PLATE TO ALIGN W/T.O.CEILING JOIST LINE OF EXIST IST FL.TOP PLATE BEYOND S BATT INSULATION IN CAVATIES-SEE THERMAL 4 T 348 '9 0 ENVELOPE DIAGRAMS FOR R VALUES ETC. ------------------------- C.J.AS PER STRUC.PLANS Ili II' I TYPICAL OVERHANG CONSTRUCTION: VENTED PVC V-GROOVE SOFFIT- OR TO SELECT BY OWNER II 2'X'SUB FASCIA I.2"x6'RAFTER TAILS TYPICAL LEDGER&MTL.JOIST HANGER 2.2'X6"SUB FASCIA 3.I'X8'PVC FASCIA-PAINTED SEE STRUCTURAL PLAN FOR ADDITIONAL 2'X8'FASCIA INFORMATION 4.I'X V-GROOVE PVC SOFFIT 5.HALF-ROUND GUTTERS-COLOR/MATERIAL TO SELECT HEADER AS PER STRUC.DRAWINGS ISSUE/REV IS ONS NO, DATE ISSUE 1 10-27-23 FILE FOR PERMIT TYPICAL EXTERIOR WALL CONSTRUCTION I.SIDING:(SEE ELEVATIONS) 2.WRB:'VAPORSHIELD SA'RAINSCREEN 7MIL 3.SHEATHING: COX PLYWOOD SHEATHING PER SCHEDULE 4.WALL FRAMING:WD.WALL STUDS(SEE STRUC.DWGS) 5.INSULATION:HIGH DENSITY BATT INSULATION IN CAVITY 5.INT.FINISH:J'THK,GYPSUM BD.(PAINTED)INTERIOR MASTER BEDROOM TYPICAL FIRST FLOOR CONSTRUCTION: TYPICAL FIRST FLOOR CONSTRUCTION: 1.FINISHED FLOORING TO SELECT BY OWNER UPON SEE TYPICAL WALL SECTION&STRUCTURAL 2.3/4'APA RATED PLYWOOD SUBFLOOR-SEE DRAWINGS FOR ADDITIONAL INFORMATION R ALD ST UCTRU DRAWINGS 3.FLOOR JOISTS AS PER STRUCTURAL DRAWINGS 4.RIM JOIST TO MA.DEPTH OF F.J.-AS PER STRUC. 5.CLOSED CELL SPRAY FOAM(REFER TO THERMAL ENVELOPE DIAGRAM) VERTICAL SIDING AS PER ELEVATIONS 112'P.T.PLYWOOD EA.SIDE 2'x4'P.T.WD.STUDS @ 16'O.C.W/SINGLE _—-`-—-—-—-T-—- TOP OF IST FLOOR SUBFLOOR flaL7a P.T.TOP PL AND P.T.BASE PLATE __— N Z N Q N Jd i O Lj > O N D.J.AS PER STRUC.PLANS O J LU F.J.AS PER STRUC.PLANS __________- T.O.POURED CONC. __ C.C.SPRAY FOAM N q ° L-ia FOUNDATION WALL FLUSH BEAM-SEE STRUCTURAL PLANS P.T.POST-SEE STRUC.PLANS FOR e • e ADDITIONAL INFORMATION d q ° ARGE EXPOSED e • ° CONC.WALLS d° ° FINISH GRADE: ° A PITCH AWAY FROM HOUSE a . A d . . ° 8 ° °° e°° CONC.STRINGER PAD-SEE STRUCTURAL ° eq ° d °q e .• A ZD ° DRAWINGS FOR ADDITIONAL INFO ° °d • •° REFER TO STRUCTURAL DRAWINGS FOR ALL . d ° ° 41 e° % FOUNDATION,FRAMING&UPLIFT EBfdNEEF16PdS q •° ° TYPICAL POURED CONCRETE FOUNDATION WALL ° ° °° ° ° q ° ° ° ° d • CONSTRUCTION: w ° d <d d° FINISH GRADE: • • / SEE TYPICAL WALL SECTION&STRUCTURAL PLANS& d PITCH AWAY FROM HOUSE °q d° d ° DETAILS FOR ADDITIONAL INFO e ° q ° ° • e ° q ° •d q • 4 4 V, ° °0 ° ° e° ° ° TYPICAL CRAWL SPACE SLAB CONSTRUCTION: ° d ° e ° SEE TYPICAL WALL SECTION&STRUCTURAL ° q d • ° ° ° • PLANS&DETAILS FOR ADDITIONAL INFO ° / TYPICAL POURED CONCRETE FOUNDATION WALL ° ° / d ° e a / CONSTRUCTION: e ° °d / °° 9 °" e ° ° 'd ° ° ° ° • TYPICAL PORCH FOUNDATION CONSTRUCTION ° e d 1.2'DRAINABLE RIGID INSULATION(BELOW GRADE)(R-10) CRAWL ° d ° •° . ° • ° /' 2.BITUMINOUS WATERPROOF LAYER @ EXT,FOUND.WALL °e SEE STRUCTURAL PLANS&DETAILS FOR ADDINFO e 3.PROVIDE TERMITE SHIELD AND SILL SEAL AT SILL PLATE(S) SPACE ° d • N'L CRAWL • d ° / 3.REINFORCED POURED CONCRETE FOUNDATION WALL AS PER • °° ° ° ° / ° ° ° ° ° ° d° STRUCTURAL PLANS BY OTHERS SPACE e <d °` 14 • d ° ° / TYPICAL CRAWL SPACE SLAB CONSTRUCTION: 4a d ° ° ° • / ° ° ° d ° ° e g ° • °d n d • e a d d ° • a I.2'POURED CONC.RAT SLAB(SEE STRUCTURAL PLANS) "e m °q q° b �: 4• ° 2.10 MIL.POLY VAPOR BARRIER ° .° ° • ° 4 ° / °° • ° d <d a •° d • ° / 3.8'CRUSHED STONE DRAINAGE LAYER e° •° ° ° ° / °° ° ° q°° ° ° ° ° ° e ° P q a , ° • °' TYPICAL P.CONC.CONT.FOOTING CONSTRUCTION: °° • ° d ° • e e 1.REFER TO STRUCTURAL DRAWINGS • a ° s ° s d ° d ° ° e d / 2.STEP FOOTING 70 ALIGN W/B.O.EXIST.FOOTING °° a e °d ° ° ° / ° ° p ° d ° °d e q° ° REFER TO STRUCTURAL DRAWINGS FOR ALL • / FOUNDATION,FRAMING&UPLIFT d ° CONNECTIONS ° °; ° e ° ° • ° ° a. �, � ): r ,' /{f�� ' PROJECT TITLE: d - ✓c, v , ° ° •a � oJ d° KOCH RESIDENCE �O✓ 3'l �� d ° . • ° 735 MAJORS POND ROAD �� _,. ORIENT NY, 11957 l l` / d ° f)_)/12 � t 'Xi C ��n� ge d (U 1' '- FOOTING DRAIN ° c7 4 n ° ° ° 7_ J� CONNECT TO DRYWELL ° 6a j �t ' /J1J^`�ci` ° SHEET TITLE: a ° v SECTION DETAILS d - d ° ° a d DATE: PAGE: ° • ° ° d d ° YPICAL WALL SEC ION DE AIL @NEW I sT S ORY °° ° °° °° d °•TT T T d . ° A ° ° ° TYPICAL COVERED PORCH DETAIL d ° I SCALE; 1-1/2" = 1'-0" d ° ° SCALE: I-I/2" = I'-0" SCALE: A— 4 01 AS NOTED GENERAL DOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. Di La nd ro 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. 2. COMPOSITE FORMED STEEL FLOOR DECK T = ' Andrews O BE 2 DEEP 20 GAGE UNCOATED YORK STATE BUILDING CODE 2020. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 STEEL THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK E n g i n e e r i n g CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318, FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE STEEL CORPORATION, OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 PRESSURES SPECIFIED IN SECTION 1609. A. FORMED WALL 2" BACKFILL SIDE.3/4"FRONT SIDE BEAD ALONG THE MEMBER LENGTH. Southampton, N.Y.11968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL Office: (631)259-3959 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE '/o" TOP 3"BOTTOM 5. AT DESIGNATED SHEAR WALLS HORIZONTAL EDGES OF WALL SHEATHING THICKNESS = 0.0358 ), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL @ 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING ' ' �� lnfo@DiLandroAndrews.com LOADS: D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, Certificate No.: 0019523 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. INCORPORATEDOR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 PSF UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE Q EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO B. ROOF LOADS: REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE SNOW: INSTALLATION ARE REQUIRED. OCCUPANCY CATEGORY II SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS THERMAL FACTOR,Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE 410 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A FLAT ROOF SNOW LOAD,Pf 20.0 PSF BELOW,UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF Y-0" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE USAGE 28 DAY MAX AGG. STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED. FASTENERS SHALL STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. A. SLAB ON GRADE 4000 S.C. 1" SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY H 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, 1]. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF IMPORTANCE FACTOR,Iw 1.0 C. PIERS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE B D. RETAINING WALLS 4000 S.C. 1" 2.0E LVL 2.0E PSL 1.55E LSL INTERNAL PRESSURE COEFFICIENT 0.18 12. PROVIDE 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING FB (FOR DEPTHS :S 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN 1-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGH LESS THAN 95 NOR MORE THAN 11 6PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST Q ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -� LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. STRUCTURAL STEEL BRG BEARING SIM SIMILAR D RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE(1)2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION U INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. LONG MINIMUM AT Y-0" O.C. AND F-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2• MATERIALS: CB COLUMN BELOW STL STEEL �-•- APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL (f� POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF J 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRE'T'E W INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554, GRADE 36 DIA DIAMETER TOW TOP OF WALL J W OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL H STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED F- 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2" x 8" UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH 0 TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST Q AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE O 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING W/ 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING 0 ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED z ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE O 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL U ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT /- OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH 0 z ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION 3 [_ LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST Q z 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP cc REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT W U G W PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT M ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD O ti O . DRAWINGS. 1THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. JOISTS,RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION Revisions WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO. 2. IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM No. Date Description WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS FB(BASE)=850 PSI REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 10/23/23 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. FV(BASE)= 180 PSI OC ON CENTER 2 --/--/-- ---- E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 5 CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PLWD PLYWOOD 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE ' ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT Designed By : NM CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : NM GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING BE THE SOLE JUDGE OF ACCEPTABILITY. N ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 10/19/2023 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS Scale: AS NOTED RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-0"OF COLUMNS. OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. Almrak DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF T-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE 6 �000 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. INDICATED. CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC.OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# 7'-2" 7'-1" 8'-72" .._ 8'_72' 8'-72" DiLandro 1 ( 1 ( 1 ( 1 ( ( Owe Andrews Engineering 158 County Rd. 39, Suite 10 mob`" 5" CONCRETE SLABx12" Southampton, N.Y.11968 LO WIDE FOR BEARING OF Office: (631)259-3959 \\ STAIR STRINGER Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal 5"CONCRETE SLABx12" _ WIDE FOR BEARING OF CO STAIR STRINGER 5'-11" 5'-11" 4_6 (D I ( C) I 5"CONCRETE SLABx12"WDE FR BEAR STIAIR SOTR NGERING OF ii_ 6 S-200 6'-5" 6'-5" COORDINATE FINAL DIMENSIONS WITH HOT TUB MANUFACTURER i--� �— (bC �1N 2'-112' 14'-7" ` — 8'-O"± -' V-3 ( 0 � FF 4t 15'-6"] TOP OF WALL 4 I EL. _- V-2 1/8"t V.I.F. � S-200 � I ~ - I B TO OF WF OTI TO AT 7 I r OT M EXI IN 00 G S-200 zo F I LL ISTI G OP NIN AS R UI P VI NE TOP OF WALL I _ z _2 _- _ EL. _- V-2 1/8"t V.I.F. TOP OF WALL `'9 CE TO RA SP E Q o I bo ® LL io io ifl in EL. _- V-2 1/8"t V.I.F. J ZO 4 I z S-200 O F3 7 I ^ -2 S-200 19 TOP OF WALL 4 I Q B 0 OF W F OTI T AT O M EX IN 00 NG 7 4 00 ® 4 EL. _- 1'-2 1/8"t V.I.F. S-200 I z S-200 S-200 � S-2 S-200 [-5'-6- "] J - - - - - -� O H 9'-5" 29'-11" TOP OF WALL TT OF EW OT G T AT ELS 0'-11 1/2"t V.I.F. O M EX IN 00 NG ( (D1 O 13'-11"t V.I.F. 5"CONCRETE SLABx12" z I` WIDE FOR BEARING OF STAIR STRINGER O 0-) zj c/) LEGEND � > Oz Q - INDICATES FOUNDATION WALL. 4000 Q (— PSI COMPRESSIVE STRENGTH MIN. z < FOUNDATION PLAN 0 W LO - INDICATES FOUNDATION WALL SHELF, CO SEE DETAILS FOR SIZE SCALE: 1/4"= 1'-0" O O a - INDICATES TOP OF SLAB ELEVATION FROM DATUM ELEVATION Revisions No. Date Description [-x'-xx"] - INDICATES BOTTOM 1 10/23/23 FOR PERMIT EL. FROM DATUM 2 --/--/-- ---- 3 --/--/-- ---- C 7 - INDICATES CONTINUOUS/ISOLATED FOOTING, 4000 PSI COMPRESSIVE s STRENGTH MIN. ( M NMx INDICATES 12" SONOTUBE w/ BF 28 Designed By : O BIG FOOT FOOTING, 4000 PSI Drawn By : NM By : AA COMPRESSIVE STRENGTH MIN. INDICATES BASEPLATE TYPE. SEE _ DETAIL 1/S-400 Date : 10/19/2023 -S.F. - INDICATES STEPPED FOOTING. Scale: AS NOTED SEE DETAIL 8/S-200 NOTES: 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. S � i 00 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB FLOOR. Sheet# — — — — — — — — — — — — — — - E n g i n e e r i n g r ——— — — — — — — — — — — — DiLandro — — -�3)-2x4-2-RT— — —igoo. (3�2x-1 2-PT- — — 43)-2x4-2 P-T—— —(3}2x-12-PT- — -(3)-2x4-2-P-T— — Andrews 1900 1B-04 0- d 158 County Rd. 39, Suite 10 - Southampton, N.Y.11968 N Office: (631) 259-3959 Info@DiLandroAndrews.com CL (3)2x12 PT 190010 (3)2x12 PT (3)2x12 PT a0 - I Certificate No.: 0019523 1900 1B-04 —13 13 x Professional Seal —— — — — — — — — — — — — — — — — — — — — - — — —— — —— — — — — — - r- — — — —— — — — — — — —— — — — - (3)2x12 P� (3)2xl 2 PT 2200 2200 1 B-03 —————————— (�3 2-x-12�-P-T- C3 0- (it2x1 2-PT-- - - - - - i I N Q I i I N Q 2x12 LEDGER FASTENED I 2x12 LEDGER FSTENED AT 12"O.C. W/(2) LEDGER AT 12"O.C. W/(?) LEDGER 2x12 LEDGEI� FASTENED 5 -43)-2x42-PT— — — — 5 AT 12"O.C.\�/(2) LEDGER LOK FASTENERS LOK FASTENERS LOK FASTENERS 04 S-301 S-301 < % L - - - - - - - - - - L it L — — — — — — — — — — — — — — — — — — — —— — — BP1 -_ _ _j 2x 2 Q L U U U Li Li Lj U U LJ UP OJ 14 C; _j N 0�4Q —00 04 1800 (2) 11 7/8 LVL 1800 x nb 1 B-05 zt _j M MECHANICAL LAUNDRY ROOMS 00 ca ROOM EXISTING NO CHANGE C) 9 to EXISTING NO CHANGE X LO zt ci co 75 to- El z CRAWL SPACE < 2X10 0 16" O.C. BP-3 w BP-1 r. x 0 0 L CS LL FINISHED o C/) BASEMENT EXISTING NO CHANGE A F-1 F-1 o I C� C-4 (3 2x12 PT % (3)2x12 PT L - - - - - — ——— — — — — — — -- UP 0 z U.) C-4 0 rn El El El F-1 F1 r_1 F1 C/) Oz < z 2i FIRST FLOOR FRAMING PLAN 0 w SCALE: 1/4"= V-0" 0 0 MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW (FT-KIPS) GO Revisions BEAM MATERIAL - INDICATES STEEL COLUMN ABOVE BELOW No. Date Description O NOTES: BEAM SIZE SPAN DIRECTION Y0 - INDICATES STEEL COLUMN ABOVE 1 10/23/23 FOR PERMIT 11 RAFTER PITCH EXTENTS OF Cil 2 T DIRECTION_'A FRAMING [3 - INDICATES WOOD POST BELOW INDICATES LOAD BEARING WALL BELOW 3 ---- 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3) "a -2X POST FOR 2x4 WALLS, 7.7 4 (2) 1 3/4x 11 7/8 LVL Z - INDICATES WOOD POST ABOVE BELOW F- INDICATES LOAD BEARING WALL ABOVE — 133700 26-01 N 5 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A BEAM END REACTIO q - INDICATES WOOD POST ABOVE INDICATES SHEAR WALL (LBS-WOOD) MOMENT SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. JOIST RAFTER (KIPS-STEEL) TYPE. &SPACING 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND CONNECTION WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. Designed By : BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER COLUMN NM OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : NM 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. Checked By : AA BEAMS HEADERS JOIST RAFTERS COLUMN POST WALL 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. FRAMING LEGEND Date : 10/19/2023 Scale: AS NOTED HEADER SCHEDULE H-1 - INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL H-2 - INDICATES HEADER TO BE (2)- 1 3/4x9 114" LVL H-3 - INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL L_ Sheet# _j DiLandro Andrews Engineering DN 158 County Rd. 39, Suite 10 DECK Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal r-- - - - - - - - - - - - - - - - - DN ENCLOSED PORCH HOT TUB PRIVATE DECK I z 8X8' DN —1 LJ � J a OUTDOOR O O �-- - - - W _ 00 SW-1 --- I � °W 000 + - - - - - - H. x z Q 11 1/6 LVIL H D RB-02 � _ I f i .: tU.C.i FRIM D ( MASTER m x �0) `� � ; KITCHEN Z I BATHROOM LN,o PROTECT AND MA NTAIN Mv z 21'-9" X I z 0 I O ' N EXISTING FRAMING M o N ►- x 00 14'-10" T01 Eg r I Q CO Q RO M N W m — — — — — — — — — — — , DINING ROOM I I MASTE9-RERROOM z t 2' X 3' I LAND o o " — J 17'-7" z 'aIR CD HD Q 0 0 L — � — J I o N I > N � 2x10 NAILER I 3 1 3/4x11 7/8 LVL 3400 J GARAGEE M x v 2 1 3/4x9 1/4 LVL F' - a. ENIRY :ZN 0 W Q 800 O) V o RB-01 � I� 800 RB-03 \� N VI C m� W F ( W1 Ox88 I I N o, � Cl) T O N RB-06I N N I Q O 18.8 CL W I— i; (2) 1 3/4x9 1/4 LVL W/1/2"x9"S EEL PLATES W88 �j O RB-09 3300 e__— —W8x48 N�� % J 3300 --W/o RB-05 N s LL CLEANING Q CLOSET HER CLOSET HIS LOSET 0 : z POWDER C� i` W Q VESTIBULE ROOM — — Z Cr —� H-2 SHOWER -- - a F- ! 0 o HD HD SW-1 CONTINUOUS ABOVE/BELOW OPENING U C Q N J V Z _ —N k TILEVE .� _. VIQ - V. — a C-) Q Z LYWOOD GUSSET ALONG - - a w rn m m IDE OF RR/CJ _ _ 2 1 3/4x 9 1/4 LVLN 110 M 1100 RB-6h — — T — — LIVING ROOM 0 13i-4 x UP y-� O � I 0. 0 GUEST BEDROOM/ OFFICE z U-) 16'-0"06"X WOOD BURNING O FIREPLACE �- r r Oz Qz SECOND FLOOR FRAMING PLAN w w L SCALE: 1/4"= 1'-0" 0 O d MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW (FT-KIPS) p G Revisions BEAM MATERIAL O - INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description BEAM SIZE SPAN DIRECTION GJ�G - INDICATES STEEL COLUMN ABOVE 1 10/23/23 FOR PERMIT NOTES: GJ 2 --/--/-- ---- RAFTER PITCH EXTENTS OF INDICATES COLUMN BELOW 3 --/--/-- ---- 1. &SW-X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTIONFRAMING - ® - INDICATES LOAD BEARING WALL BELOW PROVIDE 'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO (2) 1 3/4x 11 7/8 LVL ,-,�� ® - INDICATES COLUMN ABOVE/BELOW C � - INDICATES LOAD BEARING WALL ABOVE BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH 133700 2B-01 N 5 --/--/-- ---- SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTION a ❑ - INDICATES COLUMN ABOVE - INDICATES SHEAR WALL (LBS-WOOD) LLL MOMENT JOIST/RAFTER 2X MINIMUM U.O.N. 2)- (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE ( ' 2. *"� HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By : NM SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM Drawn By : NM 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. Checked By : AA BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 10/19/2023 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Q SCHEDULE ('� I ' Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADERyy H E D v LE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 - INDICATES HEADER TO BE (2)- 1 3/47 1/4" LVL H-2 - INDICATES HEADER TO BE (2)- 1 3/4x9 1/4"LVL S � l 02 H-3 - INDICATES HEADER TO BE (2)- 1 3/411 7/8" LVL �_._She�etO DIAMOND SAW CUT. IN AREAS WHERE 6" 6" LSTOP REINF. SHORT OF TYP. LAP TYP. LAP SLAB IS LEFT EXPOSED, (I.E. LEFT FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 SEE NOTE 1 UNCOVERED), FILL W/SPECIFIED JOINT AT EACH SIDE — 01 (TYP.) 10 7 40 JOINT FILLER IN ACCORDANCE W/ 4"PREMOLDED TONGUE 6 6 STOP REINF. SHORT OF MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE = PQ-, CORNER BAR SIZE ANDt' DI Land fO 31 N N IN IN 09 INSPACING TO MATCH Andrews HORIZ. REINF. E n g i n e e r i n g m 0" OPENING Q TYP 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 LO Office: (631) 259-3959 OF - - Info@DiLandroAndrews.com Certificate No.: 0019523 NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal AT INTERSECTIONS IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS Second Pour First Pour (2)-BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP. LAP y WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 O WRAP W.W.F.AROUND CONT. #4 SIZE, SEE NOTE 1 (TYP.) SLAB U_ FACE OF WALL AT JOINT. SEE NOTE 7 VAPOR RETARDER, z NOSING BAR, EDGE W/a'RADIUS TOOL LAP EDGES 24"AND TAPE, SEE PLAN FOR a 1 -0 CONSTRUCTION JOINT, REINFORCEMENT 6" 6" OMIT AT EXTERIOR SLABS w NOTES: CENTER 2x4 KEY ON WALL SHRINKAGE CRACK 11 SEE PLAN FOR CHANGE17 U. cn MIN IN ELEVATION 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING. AT SLABS USE#5 BARS. F- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT CIRCULAR OPENINGS 12"AND LARGER. - 2 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. _ 0 r _ _ TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT PIER, IF REQUIRED ~ PROVIDE CONT. CHAIR AT REFER TO GEO TECH. �� I 2 CONTROL JOINT T-0"O.C. MAX TO MAINTAIN REPORT OR 6" MIN. S-200 SCALE: N.T.S. REINF.AT EL. SHOWN NOTE: GRANULAR SUB-BASE NATURAL"CUT"GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR. WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. 1 TYPICAL SLAB O N GRADE DETAIL FLOOR FRAMING, SEE PLAN FLOOR FRAMING, SEE PLAN 4 HORIAT OZONTAL ROL OINT, PROVIDE EINFORCING BARS 6'LSHOORT OF CONTROL/J0 JOALL INT. BOTH SIDES. STOP ALTERNATING S-200 • � SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. U) 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. 0 • J Q 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o F- : z ® LV 2X BLOCKING AT 16"o.c.AND `� _ _ ® CONCRETE WALL CONSTRUCTION DETAIL AT ALL POST LOCATIONS 1=I I 3 z TYP. (2)-#5 CONT. TOP AND BOTTOM S-200 SCALE: 3/4"= 1'-0" O O CONNECT P.T. PLATE TO FOUNDATION WALL I— wW/2'0x12" LONG ANCHOR BOLTS AT T-0"o.c. Q i- #5 BARS @ 18"o.c. HORIZONTAL AND VERTICAL z v~i 0'-2" CLR #5 DOWEL AT WALL SPACING w/V-10" HOOK, W O LAP 48 BAR DIAMETERS WITH VERTICAL BARS -j O TOP OF WALL SECTION T-0" LAP SPLICE 2"H"MIN. - FIELD HORIZ. &VERT. WALL H LL CENTER JOISTS PARALLEL TO WALL z 2x4 KEY TYP.AT WALL I-- LINE SLAB ON GRADE, REINFORCEMENT AND FTG. 2'-0"01 BOT. HORIZ.WALL C? SEE PLAN FOR REINFORCEMENT REINFORCEMENT COLUMN/PIER/OR GRADE M BEAM TO BE CENTERED ON FOOTING —X—X— I x x x x COLUMN/PIER/OR GRADE II I ( BEAM o ® ® " PREFORMED EXPANSION MATERIAL = A. Z ( I PIER/COLUMN (3)-#5 CONT. BOTTOM OF FOOTING o T4�� ' #5 HORIZONTAL AT 18"o.c. U o REINFORCEMENT IF REQD 0'-6" 0'-8" 0'-6" M BOTTOM OF FOOTING 0 0 I EL. = SEE PLAN FOOTING REINF. Q W I I FOOTING TOP 1'-8" 2 \� 2 SOIL BEARING G 1 ROCK BEARING z • • '^ O REINFORCEMENT IF REQ'D, LO REINF. IF REQ'D. O C� O SEE SCHEDULE 4 TYPICAL FOUNDATION WALL DETAIL W z 1 „T„ SEE ION WALL/FOOTING Q r cn z SECTIONS o —o— o - - 0 0 0 P (n0 NOTE: ® —•--� lF-- • ® S-200 SCALE: 3/4"= 1'-0" m U W • PLACE LOWER FOOTING FIRST O z J Q z Z 8 STEPPED FOOTING DETAIL �. L) FTG. BOTTOM REINF, p U_ V W SEE SCHEDULE zw O o BOTTOM OF FTG. EL., U) pr. O #5 DOWEL @ 12 O.C., D.. NOTES: SEE PLAN w a TYP. HILTI HIT-200+ HAS 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS Revisions ISOLATED FOOTING SCHEDULE POST, SEE FRAMING PLAN 5" 5" No. Date Description BEARING CAPACITY OF SOIL= 2000 PSF 1 10/23/23 FOR PERMIT --I--1-- ALLOWABLE SIZE REINFORCEMENT 2 --/-/- ---- CALLOUT THICKNESS ADDITIONAL AXIAL LOAD LENGTH WIDTH NAL INFO. SIMPSON CPT66Z F-2.0 7.0 KIPS 21-011 21-011 1 LENGTHWISE WIDTHWISE-0 (3)-#5 (3)-#5 90d HOOK @END POST BASE (2)-1/2"0 ANCHOR BOLTS 4 --/--/"' FOOTING F-2.5 11.5 KIPS 2'-6" 2'-6" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END a ADHESIVELY EMBEDDED 5"Wl 5 ---- o SIMPSON SET XP EPDXY o ' F-3.0 16.5 KIPS 3'-0" 3'-0" 1`-0" (3)-#5 (3)-#5 90d HOOK @ END O F-3.5 22.5 KIPS 3'-6" 3'-6" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END Z -�a 12"0 SONOTUBE P o F-4.0 29.5 KIPS 4'-0" 4'-0" 1'-3" 4 -#5 O - X O (4)-#S 90d HOOK @END U w a #5 DOWEL @ 12"O.C., Designed y NM TYP. HILTI HIT-200 +HAS NOTE: w Drawn By : NM 1)ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING -FOR OFFSET FOOTINGS FURTHER p (3)-#5 DOWELS AT -1 4 Checked By : AA W/0'-8" HOOK CALCULATIONS ARE REQUIRED. i- 2) MINIMUM BASEPLATE SIZE IS TO BE 1'-0"x1'-0"x3/4". U) 5 ILLBF28"BIG FOOT 5" Date : 10/19/2023 z FOOTING" Scale: AS NOTED 5 TYPICAL ISOLATED FOOTING DETAIL M S-200 SCALE: N.T.S. WALL ADD CONCRETE 6 SONOTUBE FOOTING DETAIL7 TYPICAL FOUNDATION DOWEL DETAIL S �200 S-200 SCALE: 314" = 1'-0" S-200 SCALE: 3/4"= V-0" Sheet# Z CONNECT ROOF BEAM TO TOP OF POST W/ (2)-SIMPSON MTS16 TWIST STRAPS, ROOF BEAM, SEE PLAN CL FOR SIZE AND LOCATION W FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DiLandro ALTERNATE SIDES OF POST w U) WOOD POST, SEE PLAN J DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS — And r@WS CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF Engineering ROOF FRAMING POST/STUD BLOCKING AND LOCATION RAFTERS ON _ BELOW W/CS16 OPPOSITE SIDE OF � iv A 0 1/2"0 A307 THRU-BOLT RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER 158 County Rd. 39, Suite 10 W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED Southampton, N.Y.11968 COIL RAP RIDGE W/SIMPSON `- 0'-6" 1'-4" (3)8d PER JOIST LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP Office: 631 259-3959 O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP ( ) ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED Info@DiLandroAndrews.com Z (3)8d PER TIE Certificate No.: 0019523 � SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. Professional Seal PLAN FOR SIZE DWGS. FOR PITCH A 1/2"0 A307 THRU-BOLT W/ ROOF RAFTERS TO RIDGE N WASHERS @ 16"O.C.W/ TOE NAIL 4 16d PER RAFTER BLOCKING TO MATCH ( o (2)@ EACH END FACE NAIL (3)16d PER RAFTER WOOD POST ABOVE WALL FRAMING CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT 7F HEADER WITH SIMPSON I TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE MTS30 TWIST STRAP 2x BLOCKING FACE NAILED 24"O.C. lo� BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL STUD TO STUD,FACE NAILED 16d 16"O.C.ALONG EDGES TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 ZT7, 4 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT CONNECT HEADER/BEAMN.T.S. STUD TO SOLE PLATE,TOE NAILED 2 8d OR 2 16d PER FOOT TO POST/JACK AND KING J CONNECT RAFTERS TO TOP DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. STUD W/SIMPSON OF WALL W/SIMPSON TS12 DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END STRONG TWIST STRAPS (8)16d JOINTS,FACE NAIL IN LAPPED AREA TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C_ALONG EACH EDGE FACEMOUNT HANGER FOR SIMPSON STRONGTIE [US CONTINUOUS HEADER TO STUD,TOE NAILED a 8d LVL GIRDER APPLICATION FACEMOUNT HANGER FOR TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE FLOOR FRAMING WALL JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 8d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 TYPIICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4" = 1'-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: N.T.S. WALL SHEATHINGPANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SCHEDULE SCHEDULE — DOWNS AT ALL SEE SCHEDULE SHEAR WALL AT ALL SHEAR WALL END J SHEATHING PANEL EDGE SHEATHING PANEL EDGE END POSTS, SEE POSTS, SEE SCHEDULE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN Q ° "A". SEE SCHEDULE "A".SEE SCHEDULE SHEAR WALL END POST, TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/ W ° CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE THREADED ROD Qr n MATCH FLOOR JOIST DEPTH CONT. TIMBERSTRAND TO I I V MATCH FLOOR JOIST DEPTH THREADED ROD I I Z CONNECTING II SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I I CC NAIL BOTTOM AND SHEATHING SPACINGS PACING BOTTOM AND SHEATHING SPACING THROUGH FLOOR NI I TO BLOCKING PER NAILING SEESCHEDULE I I I1J Q P7 0� PATTERN"B"SEE SCHEDULE TO BLOCKING PER NAILING J SHEATHING PANEL EDGE PATTERN "B"SEE SCHEDULE SHEATHING PANEL EDGE F- NAILING PER NAILING PATTERN �- "A"SEE SCHEDULE NAILING PER NAILING PATTERN f- "A"SEE SCHEDULE ° STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SHEAR WALL END POST, SEE SCHEDULE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS AT AT FLOOR LEVELS SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. AT STEEL BEAMS ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END Q POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL c A BLOCKING PER NAILING ° BLOCKING PER NAILING Q /y PATTERN"B"ON SCHEDULE B PATTERN "B"ON SCHEDULE O (2)-2'x TOP (2)-2x TOP SOLID LVIL SOLID LVL LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS z Lo THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD O M DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE r SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL END POST, SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SIMPSON A34 FRAMING ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE iSEE SCHEDULE ANCHOR, PROVIDE (2)- SIMPSON HOLD DOWNS AT ALL SHEAR Q ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ° ANCHORS PER LVL BLOCKING z WALL END POSTS, SEE SCHE=DULE "' ANCHOR HOLD DOWN WITH O WALL END POSTS, SEE SCHEDULE LVL BEAM, SEE PLAN (3)-PLY MIN. ° THREADED ROD THROUGH SIMPSON HOLD MIDDLE PLY OF LVL BEAM DOWNS AT Q 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE 2x BLOCKING, TYP.AT ALL SHEATHING PANEL EDGE ° ALL POSTS,SHEAREE cc z PANEL EDGES NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN END POSTS, SEE C) G LIJ "A"ON SCHEDULE "A"ON SCHEDULE SCHEDULE W LO SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING SB ANCHOR BOLT BY IY SEE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR IL APPROVED EQUAL SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 SI HOLD DOWNS P.T. SILL, SEE NOTE 4 AT ALL SHEAR WALL END ON SCHEDULE FOUNDATION AT ALLLL SH AT HOLD DOWNS AT SHEAR WALL END ON SCHEDULE ° POSTS, SEE SCHE=DULE POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL LEVEL, SEE SCHEDULE j Revisions TOP OF FDN.WALL OR TOP OF FDN.WALL OR PLATE RECESSED AND DETAIL 2/S-301 No. Date Description HAUNCH SLAB HAUNCH SLAB INTO LVL BEAM DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE 1 10/23/23 FOR PERMIT ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. 2 --/-�/-- --- ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. AT LVL BEAMS AT FOUNDATION LEVEL 3 FOUNDATION WALL --/--/-- AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL WALL OR HAUNCH OR HAUNCH SLAB WALL OR HAUNCH 4 __/__/__ OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 5 --/--/-- ---- 6 TYPICAL. SHEAR WALL DETAIL PERPENDICULAR TO JOISTS TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS $ TYPICAL HOLDOWN CONNECTION DETAILS DesignedBy : f NM S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" Drawn By : NM Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOEDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR Date : /2023 ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: 10/19 MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL CAST IN PLACE A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED HAUNCH SLAB EDGES TO VERT. 2x BOT. AND FLOOR ANCHOR ANCHOR END POST SCREWS SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD THICKNESS BOTH SIDES OF WALL STUDS TO HORIZ. SHEATHING TO LVL MODEL FOUNDATION/ EMBEDMENT /SOLID WOOD OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO „ 2".1x12" LONG ANCHOR (14) SDS 4 x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-1 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 4" O.C. 16d AT 4”O.C. HDU5-SDS2.5 SB 5/8x24 18" (2)-2x 9 SHEAR WALL SCHEDULE AND NOTES S � 300 S-300 SCALE: N.T.S. Sheet# SB ANCHOR BOLT BY DI La nd r0 SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG TIE OR ` -- Andrews HURRICANE STRAP HURRICANE STRAP RIDGE STRAP APPROVED EQUAL E n g i n e e r i n g MODEL#CS16(TYP.) MODEL#H8(TYP.) MODEL#LSTA30 U-13" MIN. EDGE DISTANCE (16"O.C. MAX SPACING) (16" O.C. MAX SPACING) 4 So County Rd. 39, Suite 10 Southampton, N.Y.11968 'o Office: (631) 259-3959 #5 BAR CONT. o Info@DiLandroAndrews.com °0 ° WALL SHEATHING FLOOR SHEATHING WALL SHEATHING FLOOR SHEATHING Certificate No.: 0019523 d' LO ° '.o �. FOUNDATION WALL o FOUNDATION WALL NAIL WALL PLATE TO RIM NAIL WALL PLATE TO RIM MIN EMBEDMENT, SEE SHEAR Cl) OR STEM WALL OR STEM WALL BOARD AND JOIST W/16d AT BOARD AND JOIST W/16d AT Professional Seal WALL SCHEDULE ON S-300 8"O.C. MAX SPACING FLOOR JOISTS, SEE 8"O.C. MAX SPACING FLOOR JOISTS, SEE V-13" MIN. EDGE DISTANCE FRAMING PLANS FRAMING PLANS 0'-6" MIN FOR SB5/8x24 4 CONT. RIM BOARD OVER 0'-8"MIN FOR SB7/8x24 0� a o OPENINGS IN SUPPORTING :4�a] I CONT. RIM BOARD OVER ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0'-4i" MIN. (SB5/8 AND 7/8) a WALL BELOW. NAIL OR OPENINGS IN SUPPORTING 4 SCREW VERT.2X BLOCKING WALL BELOW. NAIL OR 5" MIN. (SB1) TO RIM AT LOCATIONS OF SCREW VERT. 2X BLOCKING SECTION PLAN-CORNER POSTS FROM ABOVE TO RIM AT LOCATIONS OF POSTS FROM ABOVE CORNER NON-CORNER CORNER SIMPSON STRONG-TIE SIMPSON STRONG-TIE INSTALLATION INSTALLATION INSTALLATION TOENAIL RIM BOARD TO TOENAIL RIM BOARD TO HURRICANE STRAP HURRICANE STRAP MODEL#SSP (TYP.) MODEL#HETA40(TYP.) (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTALL WITH ARROW WALL PLATES W/16d WALL PLATES W/16d PROVIDE SOLID, TIGHT FITTING LVL MODEL#DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45° TO 135°AS SHOWN) ON TOP OF BOLT TOENAIL AT 8"OC TOENAIL AT 8"OC BLOCKING BELOW STUDS (16"O.C. MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) NAIL JOISTS TO WALL CENTER JOISTS ON INSIDE 45° 135°/900/45° 1350 PLATES W/(4)-10d. LAP TOP LAP TOP PLATES AT FACE STUD WALL a ANCHOR BOLT, PLATES AT CORNER AND CORNERS AND a INTERSECTIONS. SPLICE INTERSECTIONS. SPLICE FILL CAVITY WITH .� • ' i:'+ TYP. .• TOP PLATES 24" MIN. AT TOP PLATES 24" MIN. AT INSULATION. SEE ,•� • '+ •r• . : r 2 P "� �`° e END JOINTS. END JOINTS. ARCHITECTURAL DRAWINGS • '� a `r a _ a • . FOR MORE INFORMATION r • OUTER EDGE OF CONCRETE, TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT JOIST PERPENDICULAR TO VIEW JOIST PARALLEL TO VIEW 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS2 SB ANCHOR BOLT AT FOUNDATION WALL 3 EXTERIOR WALL DETAIL S-301 SCALE: 3/4"= V-0" S-301 SCALE: 3/4" = 1'-0" S-301 SCALE: 3/4"= V-0" J Q z 4" 1 " y W g 6 16 SEE PLANS SEE PLANS [] W FOR STEEL FOR STEEL �nn W ;I� SEE NOTE 3 Q PLATE SIZE PLATE SIZE V 1— STEEL PLATE STEEL PLATE Cz TO BE FLUSH TO BE FLUSH FLOOR SHEATHING NAILED AT 6"o.c. MAX. G 3, WITH WOOD WITH WOOD TO JOIST/BLOCKING WITH TENSION TIE Q 1 FRAMING FRAMING1, W _L z 0 HDG THREADED ROD WITH J NUTS AND WASHERS FLASHING FOR WATER TIGHTNESS, NOT SHOWN F- CV F- U_ 1 VO4 0.22 Q SECTION A-A SECTION A-A 2-LVL 3-LVL i� (2) ROWS OF 5/8"'0 BOLTS W/ NOTES: WASHERS STAGGERED AT 16"O.C. W/(4) BOLTS AT SUPPORTS, TYP. 1. USE 1 3/4"x LVL AS PER PLANS. 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. SIMPSON DTT2Z OR APPROVED 3. WHERE CONCENTRATED LOAD EXISTS"P"AND BEAR EQUAL LOCATED WITHIN 24"OF ON FLITCH BEAM, LOCATE (3) 5/8" O BOLTS STAGGERED FLOOR JOIST EACH END OF THE LEDGER (SOLID 2X JOIST OR 2X BLOCKING) In AS SHOWN. ICIDECK JOIST, SEE PLAN Q PSON FACE MOUNT JOIST HANGER OR 0 ROVED EQUAL .T. LEDGER FASTENED W/LEDGERLOK Q FASTENERS STAGGERED IN A"W" PATTERN @ 6"o.c. 2-3/4"SPACING z � 4 TYPICAL FLITCH PLATE DETAIL 5 TYPICAL DECK ATTACHMENT DETAIL 0- S-301 S-301 SCALE: 3/4"= V-0" U) �•, 0z Qz U W LU LU) I` 0 a. Revisions No. Date Description 1 10/23/23 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA Date : 10/19/2023 Scale: AS NOTED ti �301 Sheet# _j JOIST .D ETA I LS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall 1y"round holes may be cut above(must stack over'Nall below) Load bearing or braced/shear wall above anywhere in web outside of l6dat 12"on-center g R hatched zone if the are Plate nail, ent (0.135"x 3 Y") Plate nail, 16d(0.135 x 3 Y") Blocking panel: Str TJOnd Rim Board, (must stack over wall below when present) ALLOWABLE HOLES - TJ F Joists located 3"away horizontally at 16"on-center at 16"on-center When sheathing thickness exceeds Y8", 2x stud wall at Floor panel nail- Blocking panel: trim sheathing tongue at rim board 16' on-center 8d(0.131"x 2Y2")at 6"on-center 1Y4'or 1Y"TimberStrand"LSL or No load bearing ®• (edge-to-edge) 1y"TJ"Rim Board, 1y"or Web stiffener TJI Dist. wall above Min.distance from Table A Min.distance from Table B ® required on both Plate nail-16d(0.135"x 3Y") Blocking panel: from a larger hole. 1y"TimberStrand LSL or q Web stiffeners required on 2x4 minimum Web stiffeners 1Y"TJ"Rim Board, DO NOT ®• sides at A2QV W ONLY at 16"on-center* Fl or panel nail- at 6"on-center boundary nails, _ squash blocks at B3rW ONLY or or TJI'1 joist imberStrand LSL g �' Y' S Y DI L8 nd r0 TJI Dist both sides at A3.4W ONLY ® cut or notch flange. � 8d(0.131"x 2Y") 1Ya or 1 Y And rews Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® Y,s" Web stiffeners 6" O •` 6" �'' E n g 1 n e e r i n g LSL rim board. required on both I nail each side at A3. W I ( 61 B1 W Toe nail-10d 0.131" sides of both joist 6" L 2 x D1 D, Closely grouped round LZ 2 x LZ DZ g" g Toe nail, Toe nail, 1y"TJ"Rim Board, When sheathing t ends at 134W ONLY No field cut minimum holes are permitted if minimum No field cul Do not cut 158 County Rd. 39, Suite 10 10d(0.131"x 3") 10d(0.131 x 3") III g 7 „ 12" x 3")at 6"on-center (A3.1/A3.1 W only) thickness exceeds/ , Web stiffeners required DO NOT holes in (applies to all holes the group perimeter hates fi holes larger Southampton, N.Y.11968 at 6"on-center at 6"on-center 1Y"or 1 Y"TimberStrand®LSL. trim sheathing tongue min. End o joists at hatched meets requirements for parched + - on both sides at B1 W ut holes In cantilever except knockouts) q than 1/ to Office: (631) 259-3959 TJI®rim Dist at rim board centerline reinforcement. zones q zones cantilever round ors square holes. Info@DiLandroAndrews.com Web stiffener ) and B2W ONLY pp LandroAndrews.com Toe nail-10d(0.131"x 3") of support required on both Must have 13/4"minimum Install proper blocking to Blocking Table A - End Support Certificate No.: 0019523 at 6"on-center P P 9 g panels may be required sides at A1W ONLY joist bearingat ends.Attach * support all panel edges B2 B2W Blockingpanels may be required with braced/shear with braced/shear walls above or Minimum distance from edge Of hole to inside face of nearest end support Al Al W* (A)2 A2 * im joist per A3 detail. A3 A3.1 A3.2 A3.3 Pp P 9 walls above or below-see detail B1 B3 B3W below-see detail B1 B4 64W JOIST Tito ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4 * DEPTH Professional Seal 2" 3" 4" 5" By" 7" 8'/e" 11" 13" 2" 3" 4" 5" 6y" 7" 8�" 11" 13" O O O W Nail through 2xcantilever,wood backer and 110 r-0" r-6" 2'-0" T-0" 5'-0' r-0" r-6" z'-6" T-6" 4'-6" Weyerhaeuser installation Guide for Floor and Roof Framing, TJ-9001. W W Details and Installation in Weyerhaeuser Installation Guide lYa"TJ"Rim Board or 1Y4"or 1Y"TimberStrand" Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1•-6" 2'-6" V-0" 5'-6" 1'-0" T-0" 2'-6" 4'-0" V-0" for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9Y,. ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Yz )nails with 3Y"TJI" 360 r-6" 2'-0' 3'-0" 4'-0" s'-o" r-6" 2'-6" T-8" 5'-0" F-6" connections equivalent to floor panel schedule. joist flange widths. 560 r-6" 2'-6" S-6" F-0' T-0" 2'-0" T-0" 4'-0" 5'-6" e'-0' 6'-0"length of TJI"joist 8"diameter maximum hole for 11%"- ® " 110 r-0" r-0" r-6" 2'-0' r-6• T-0" 5'-6" r-0' r-6" '-0" 2•-6" a•-6" 5'-0" s'-0" 1Y8"TJ Rim Board 1Y4"or 1Y"TimberStrand reinforcement and filler 16"deep blocking panels;6"diameter 210 1'-0" r-6" 7-0" 2'-0" V-0" 3'-s" s'-o" r-0' r-8" 2'-6" T-0" 5'-0' 6-s" 6'-6" LSL. Nail with 10d(0.131"x 3")nails, 11%' 230 1'-0" 1'-6" 2'-0" 2'-8" 3'-0" T'6" 6'-6" 1'-0•' 2'-0" 2'-6" 3'-6" 5'-6" 5'-6" 7'-0" 4'-0"length of 8"diameter maximum hole for 11%"- block. Use 4'-0"length maximum for blocking panels 9Yz" Attach reinforcement to joist %q'reinforcement 1 7 ® one each at top and bottom flange. iso 1'-s" 2'-0" 3'-0" 3'-6" 4'-6" 5'-0" T-0" 1'-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" T-6" 16"deep blocking panels;6"diameter with 9/' and 11/"TJI deep or shorter than 12"long. with one 8d(0.131"x 2y") 8"diameter maximum hole for on one side at E2, Attach reinforcement to joist nail at each corner 560 r-6" 2'-6" T-0" 4'-0" 5'-6" e'-0"' 8'-0" r-6" 3'-6" 4'-6" 6-6" T-0" T-6" 8•-0" 7 maximum for blocking panels 9y" joists. Do not cut flanges. 1 F1 applies to 110 r-o^ 3'-0° 5'-s" r-o° r-o° r-s" r-o° 3'-s" a'-o° s'-o° s'-o° Web stiffeners 11/"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2Y") deep or shorter than 12"long. Horizontal blocking uniformly 210 r-o° r-o" r-o" r-6• r-o" 2'-s" 3'-s° s'-o° - - r-o" 2'-0° 2'-6" 4'-0" a'-6" 6'-6" 8'-6" Load from above required on both 6"diameter maximum for 1Y"TJ"Rim Board 1Ya"or 1Y" Hall at each corner panels between each loaded joists 14" 230 r-0• r-o" r-0" r-6" 2'-s" r-6° a'-o° 7-0° r-o" r-o° 2'-0° 3'-0° a'-o° 5'-0° 7'-0° 9'-0° sides at E1 ONLY blocking panels 9Y"deep or Do not cut flanges. ® p 1 shorter than 12"long. TimberStrand LSL. Nail with joist. Nail to top plate with only. 360 r-0' r-0" r-s" 2'-6" 3'-6" 4'-0" 5'-s" 8'-0" r-0" r-6" 2'-6^ a'-o° s-o° s'-s° s'-o° s'-6" 10d(0.131"x 3")nails,one 12"length of 8" connections equivalent to Wood R �R` 5so r-o" V-o" z'-o" T-0" 4'-6" 5'-0" s'-8" 9'-0" r-6" 3'-0' 4'-0' 6-0" T-0" T-6" 9'-0" 10'-0" Ys" Do not cut flanges. 1Y"TJ"Rim Board or 1Y"or 1Y'• each at top and bottom flange. reinforcement on floor panel schedule. backer a�`��e� n�`l� 110 1'-0" r-o" r-0" r-0" r-0" r-0" r-o" 3'-0" 5'-0" r-0" r-0" r-o" r-6" T-0" T-0" 5'-6" r-6" 10'-0" TimberStrand"LSL. Nail with 10d s �` ti��e o 210 r-o" r-0' r-01• r-0" r-o" r-6" 2'-6" 3'-s'• e'-0" r-0• r-0" r-0" r-o" 3'-0" T-6" s'-6" 8'-0" 11'-0" �. one side at E5, 12"length of 3q" ti��`e ec cap \Dads 18" 230 1'4' V-0" 1'-0" 1'-0" 1'-6" 1'-6" 3'-0'• 4'-0" T-0" 1'-0" 1'-0" 1'-0" 2'-0" V-6" 4'_0" T-0" 9'-0" 11'-o" (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 ��eJ o�� 360 r-o° r-o" r_o° r_o^ r_s" r-6" a'_e" 6'_s^ V-0^ r-0" r-o° r-s" 3'-0^ 5'-0" 5'-6" 9'-0" 10'-0" 1r-6" top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side oa��n9<r l��R 560 r-o" r-o" r o" r o" r s" 3'o° 5'o° T s^ 10'o° r-o° z'-o° 3'-0" a'-s" 6'-6" T-0" 10'-0° v'-o" 17-0' 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 \e 2x4 minimum Attach reinforcement . on-center,clinched. Use 2 each joist 4" 6- T' s" 10" 12'• 14Y4" 16Y4" a" s" T' a" 10" 12" 14/4" 16/" squash blocks to joist flange with 2 d` rows with 9y"and 117/" Less than 5" E7 E8 Less than 5" 18„ 360 r-o° r-o° r-o° r-o" a'-o° 5'-s° s'-s" r-o° 3'-0° ® p 8d(0.131"x 2Y")nails at 6" a�`� TJI"joists. 5so r-0" r-0" r-0" 2'-0" 4'-6" T-0" 10'-6" 2'-0' F-O" 1Ya"TJ Rim Board or `LOtt` d` Gap* WEB STIFFENER ATTACHMENT 360 1'-0" 1'-0" 1'-0" 1'-0" z'-0" 4'-0" T-0" 10'-0" ® �(c� on-center.When reinforcing E5 E6 : . 20" CS Use 2x4 minimum squash blocks to 14'or 1y' TimberStrand LSL. Face grain a� y minimum 560 r-o" r-o" R` both sides,stagger Halls. transfer load around TJI®joist Nail with 10d 0.131"x 3" horizontal E4 ® • 23/"maximum ( ) Not for use with 3%z' TJI Dist flange widths 1' E1 E1 nails,one each at top and E2 E3 y g " Table B - Intermediate or Cantilever Support bottom flange. (1y"for TJI Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support EXTERIOR DECK ATTACHMENT Option#1: 560, 560D) See table below. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Apply subfloor TJI"joist blocking with end JOIST TJI® Structural exterior sheathingpp y Web stiffener both sides. DEPTH , adhesive to all blocks installed atY joist-span 2'• 3" 4" 5" Sy" 7" 3/ 11'• 13'• 2" 3•' 4•' 5" 6)i" 7" 8W 11" 13'• ® Flush bearing plate required. Flashing locations using See table below. *With point load from above,and no support Hanger height must Double TJI Joist Filler Block: g contact surfaces 9 below,install web stiffener tight to top flange 110 r-o" 2'-s" 3'-s a'-s" T-s^ r-6" 2'-s" T-6" 5'-6" s'-6" Attach per the table. Hanger Backer Block: Install tight Maximum A"overhang two 8d(0.113"x 2%") be a minimum of 60% p Tight fit (gap at bottom flange) 9Yz" z10 r-o" z'-s" 3'-s" 5'-0° s'-o^ r-o" 3'-0" a'-o" s'-s" 7'-s" ofjoisr depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 T-6" 3'-0" 4'-0" 6-6" 8'-s" r-o" T-6" 4'-6" s'-6" 7'-s• I flange with face mount hangers). - at` Nailing Requirements 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" s'-o" alternating sides.Clinch nails ledger ESQ 2y"screws, ® Depth Minimum Web ry when possible. Clinch nails when possible. s See fastener ® (3�o`s �atypical TJI Joist Series (in.) Stiffener Size Type Number Nails ��0 1=o" r-o" s=6^ Zr_(. 14'-0" 41_(j Ilk' 1=0' r-s" r-6° a=o° s=o° T-o° 9'-6° LL II N table below.Maintain 1Y" 2" Rim Board e or �Q�o 5 5 End Intermediate 210 r-0" 1-4' 2'-0" T-0" 4'-6" s-o" 9'-0" r-o" 2'-0" 3'-0° a'-6" 8'-o" 8'-0" 10'-0" w 2"distance minimum from or 1/"TimberStrand LSL. 110 All /8 x 2/s'""' ,„ �•� edge of ledger to fastener. '1� 8d 11� 230 r-o° r-o° z'-s° 3'-6° 5'-0° 5'-s° 10'-0' r-o° 2'-6" 3'-s° 5'-0° s'-s° s'-o" 10-4- Top (n gmount . , G 210 All 8"X 2Y1g(') 360 2'-0" T-0'• 4'-0" 5'-6" T-0" T-6" 11'-0" 2'-0" T-6" 5'-0" T-0" 9'-6" 9'-6" 11•-0" hanger Option#2: 230&360 All 7/"x 2%6'(') (0.113"x 2y") 3 3 560 r-6" T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12•-0' T-0" 4'-s" s'-0" s'-0' 10-6" 11'-0' 12'-0" Z Fastener Allowable Load(2)(lbs/bait) 2x strapping installed at Y3 16d 110 r-0" r-o" r-o' r-0 2'-0' 2'-6" 4'-6" 8'-6" r-0" r-0" r-0' 2'-6" 5'-0" s'-0' V-0' 12'-0" _ UJ Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4(" 210 r-0' r-o" r-o' r-0' z'-6" T-0" 5'-6" 9'-6" r-0" r-0" 2-0" T-6" 6'-0" 7'-0" 10-0° 13'-0" (0.135 X 3y") 14" 230 1'-0" V-0" 1'-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6'• V-0" 1'-0" 2'-6" 4'-0" 6'-6" 7'-6" 11'-0" 13'-6" hanger both sides of web Rim Board Material Y2•lag bolt Y"Through bolt with Air Space 2�"screws per joist,typical with single TJI"joist 1y"TJ"Rim Board(3) 480 695 18' 4 4 360 1'-0" 1'-0" 2'-0" T-6" 5'-8" 6'-0" 8'-6" 12'-6" 1'-0" T-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" 2 1 4'TimberStrand LSL 610 725 615(4) Option#3: 20" (2) 16d 5 5 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" V-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" Web stiffeners required u sides of ® 560D (3) 2x4 0.135"x 3 ) 6 11 110 r-0' r-0" r-0' r-0' r-0" r-0" r-s" 5'-0" a'-6" r-0" r-0' r-0' r-0" T-s" 4-6" 8'-6" 11'-6" 15'-0" hanger do not lateral/ support at With top mount hangers,backer block required only 1 Yz"TimberStrand LSL 675 725 Directly applied ceiling 22" ( � LJ_ H19 Y PP H2 H3 24"(3) 6 13 210 V-0" 1'-0•' 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'_0,• V.0" 1'-0" 1'-0" 1'-6" a'-6" 5'-6" 10,_0" 12'-6" 16'-0" 3 ®• for downward loads exceeding 250 lbs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. O least/"of TJI )Dist top flange O LA PB1 When specified on the layout, one of �N 1s" 230 r-o" r-o° r-o" r-o° r-s" r-o° a'-o" 6'-6° 1r-o" r-o° r-o° r-o" r-s" 5'-0" s'-o° 1o'-s° 13'-6" 1s'-s° LL UJ conditions.For nailing requirements see page 5,TJ- (2)Allowable load determined in accordance with ASTM D7672. O O (1)PS1 or PS2 sheathing,face grain vertical 360 1'0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" a'-6" 13'-0" 14'-6" 1T-0" 9001 Weyerhaeuser installation Guide for Floor and O 3 1Ye TJ Rim Board is allowed with joist depths<_16"only. the bracing options above is required 2 Construction rade or better , ' „ - "• • „ � „ " UJ , y ( ) ) P Y ( ) g 560 1-0 1-0 1-0 1-0 2-6 3-6 7-0 11-0 15-0 1-0 1'-D" 3'-8" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0"1 UJ Roof Framing, TJ-9001. (4)Maximum y"shimmed air space. (3 Web stiffeners are always required for 22"and 24"TJI"560D Joists a" s' 7' s" 10' 12" 1a/;' 1s/' a' s' 7 e' 10 12 1a/' 1s%' O BEAMDETAILS FASTENING of FLOOR PANELS 18„ 360 1'-0" 1'-0" 1•-6" 3'-0" 6'-0" 9'-0" 14'-6" 1'-0" 4'-0" 6'-8" 9'-0" 14'-6" 16'-6" ,9'-0" O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1•-0" T-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 8'-0" 8'-6" 11'-6" 16'-6" 18'-0" 19'-8" TJI®t11(2) Rim Board 1Y4' TJI®Joists 110 210 230 or 360 360 560 560D 20„ 360 r-0" r-0' r-0' 1'-0" 3'-0" s'-0" 1r-0" 15'-0" r-o" r-e° a'-o" 7'-0" 1r-8" 1s'-s" 1s-o" Zo'-s" J '- BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1y"TJ" TimberStrand®LSL TimberStrand®LSL Microllamo Parallam® 560 1'-0" 1'-0" 1'-0" "' 1'-6" 5'-6" 8'-6" 14'-0" 1T-6' � M BEARING AT WALL and 230 560 Rim Board 1Y4" 1Y2' Depth 7 W OR WINDOW HEADER CONNECTION CONCRETE WALL or wider LVL PSL P 9 z"-11/a" 14"-16" 9Yz"-11,/s" 14"•16" gY2•'_117/•• 14"-16" 18"-20" 11%" 14"-16" 18"-20" 22"-24" Rectangularholesbasedonmeasurementoflongestside. • Leave Ys"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. J '^ ® 8d(0.113"x 2Y2'),8d(0.131"x 2y") 4" 3" 6" 4" 3" 3" 4" 4' Filler Block(1) 2x6+W 2x8+8" 2x6+Y" 2x8+Y2" 2x12+y" Two Two Two Four 8"x 15" • Tables are based on uniform load tables in current desi n literature. �JJ 1y TJ Rim Board or Strap per code iftop plate co 1y"or 1 y"TimberStrand" is not continuous over 10d(0.148"x 3"),12d(0.148"x 3Ya") 4"13) 4"(3) 6" 4" 3" 3" 5" 4" (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located LSL or blocking for lateral header 16d(0.162"x 3Y2') 6" 6" 16"(4) 6"(5) 6"(5) 6"(6) 8"(4) 6" Cantilever Filler 2x6 2x10 2x6+8" 2x10+8" 2x6+y" 2x10+Y2" Not at the center of the joist span provided that no other holes occur in the joist. U sheathing sheathing sheathing sheathing Not applicable support 3 (Detail E4) 4'-0"long 6-0"long „ applicable ALLOWABLE HOLES - Headers and Beams w n F- PP (1)Stagger nails when using 4"on-center spacing and maintain/ joist and panel edge distance.One row of fasteners is permitted(two at abutting she hong 6'-0"long 4'-0"long 6'-0"long Stra per Code if to panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block 11) p P P blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Detail c 5 " 3 " 7 " 7 " 3 " J W plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. ( /a or Ya" /a or/ /g or 1"Net 2x6 2x8 2x12 Two a x 15" ,55E TimberStrand® LSL Headers and Beams 0 over column (3)With 10d(0.148"x 1'/z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing 2 x diameter of the ~ Top mount Filler (0.131"x 3 2') (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Nail Size (0.131"x 3") largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Backer (0.131 x 3") Protect untreated Y3 depth Allowed hole zone Column Face mount (6)Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Filler 32 50 hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 15 g contact with recommendations listed above. Quantity(z) Backer 15 15 - ----- -- ----- - ®. r ■Maximum nail spacing for TJI joists is 18"on-center. L1 L2 L3 See current Weyerhaeuser L4 concrete u p g j O t_ 0 0 ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of 1"into the TJI'°joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain y'gap at top of joist;see detail W.Filler and backer block ------ -------- O O O literature for framing connectors O 3 „ dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 0 0 0 0 0 1.55 E TimberStrand"LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y2 x nail diameter or/,whichever Is greater. (2)Clinch nails when possible. Header or Beam Maximum Round ■Nailing rows must be offset at least Y2'and staggered. Depth Hole Size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. 9Y4'-9Y" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 11Y4"-11%" 3%" 0 Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 4%" Piece #of Fastener TJI®joist floor framing does E1 panels, hangers, or direct attachment to General Notes See illustration for allowed hole zone a rim board or rim joist. Width Plies Type") Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or • Allowed hole zone suitable for headers and beams with sides,stagger fasteners on the Second uniform and/or concentrated loads anywhere along the member. 10d nails 3' 3(2j gg mid-span blocking � BEARING AT 12" side so they fall halfway between • Round holes only COLUMN 2 12d-16d nails 3 Y" 2(2) One side fasteners on the first side. • No holes in headers or beams in plank orientation. Q Screws 3Y8"or 3Y" 2 24" HZ Other Trus Joist® Headers and Beams z Lo ' 10d nails 3" 3(2) AlLo 12" Both sides Rim board joint 3 12d-16d nails 3 Ya" 2`2' DO NOT bevel cut joist E2 between joists Microllam LVL B � � 3 3 beyond inside face of wall. 1 DO NOT overhang seat cuts 1.3E TimberStrand" and Parallam"PSL [- 1 3/8'or 3y" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the X depth r Screws 2 24" Load must be applied evenly across 3, 5" One side entire beam width. Otherwise, use face of support member, largest hole(minimum) w Verify column capacity M (2) connections for side-loaded beams. DO NOT cut,notch or drill N ` 10d nails 3" 3 One side �• holesLL J'- and beam bearing 12" ___ ___ L5 length.See current 4 12d-16d nails 3 Y4" 2 d 0 L--- -J o o illustrations and tables. (3) (2) (per ply) exce t as headers inms Oz Weyerhaeuser literature. 5"or 6" Both sides a -- o o � Screws 2 24" Multiple pieces can be nailed or bolted together to CS � I- 6 8" One side L6 form a header or beam of the required size, up to a TJI"rim joist Microllae LVL and Other Trus Joist"Beams z 5"or 6" Both sides maximum width of 7" 1Y8"TJ"Rim Board or Parallam®PSL Header or Beam Maximum Round I- 1 1 1 Screws 3 " 2 24 L3 1Ya"or 1 Y"TimberStrand"LSL. allowed hole zone Depth Hole Size W A2 mhddhey span 48" 1" W L{') 3y" 2 6/ One side /4 U M Y"bolts 8" 2 24" - 5Yz" 1 O (1) 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0,162"diameter;screws are SDS,SDW, USP WS,or TrussLOK" B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y4'-20" 2" X � O COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone d (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 62 • Allowed hole zone suitable for headers and beams with uniform loads only. BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) LS • Round holes only TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 No holes in cantilevers. Revisions • No holes in headers or beams in plank orientation. No. Date Description I ® (Load bearing wall above) 1Y"TJ Rim Board or •"� 11/x"or 1 Y"TimberStrand"LSL. Joist may be shifted up to 3"if Use B1 or B2 at 1 10/23/23 FOR PERMIT One 10d(0.128"x 3") P WARNING 2 __/__/__ ____ i floor panel edge is supported B4 intermediate bearings One 8d 0.113"x 2y") nail into each flange ( and span rating is not exceeded. with load bearingOr nail each side. Drive Do not cut joist flanges. Joists are unstable until braced laterally 3 -_/__/-- ---- nails at an angle at braced/shear wall P1 least 1Y"from end. Plumbing Drop from above Bracing Includes: 4 _--- End of joists • Blocking • Sheathing • Strut Lines 3%"minimum at centerline • Hangers • Rim Board • Rim Joist 5 --/--/-- of support LZ T COLUMN BASE 3 intermediate bearing Also see detail B2 1/ minimum end bearing 9 single-family applications 5Y4"may be required for maximum H1 � Shear transfer:Connections equivalent capacity o r _ Designed By : •NM I to,floor panel nailing schedule _ p g Drawn By : NM �. o :..::.., Rim to TJI®Joist / DO NOT walk on joists DO NOT walk on joists DO NOT stack building '' '••'."••'•'� - 1Y"TJ"Rim Board, �'':s>:' ' •'' ® TJI 560 rim joist:Toe o until braced. that are lying flat. materials on unsheathed o / Checked By : AA "''�•" N' 1Y"or 1 Y' TimberStrand LSL. ) Additional joist Is required if nail with 10d(0.128 x 3 ) O o \ , • / INJURY MAY RESULT. joists.Stack only over or TJI 110 rim joist: floor panel edge is unsupported L4 O nails,one each side of . ". : WARNING NOTES: beams or walls. P2 One 10d(0.131 x 3")nail into ®. ® or if span rating is exceeded. a. Exterior Deck TJI joist flange TJI 560 •'. . . ' o LA DO NOT use sawn each flange , , •• o Lack of proper bracing during construction can result in serious " ® floor joist •,•: .;'• Attachment lumber for rim TJI 210,230,and 360 rim joist: .•4,4 Structural accidents.Observe the following guidelines: Date : 10/19/2023 INSTALLATION TIPS o board or blocking, ELEVATED One 16d(0.135"x 3y")nail into •,. • '•.°.' sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. O as it may shrink 2.Laterial strength,like braced end wall or an existingdeck,must be established at the ends of the ba This can also be Scale: AS NOTED COLUMN BASE each flange. ® •subfloor adhesive will improve floor performance,but O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1 ia'minimum bearing With depths>16", use TJI 360 rim joist. may not be required. O Top View Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Von-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI" 110 joists)and 4.Sheathing must be completely attached to each TJI"'joist before additional loads can be placed on the system. of a TJI"joist with web stiffeners is not a substitute concrete 1 knockouts O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. I ( ) Y" extended to a braced end wall. M':•::•~ 1Y"TJ"Rim Board or for squash blocks or blocking panels. at approximately 6.The flanges must remain straight within 1!2"from true alignment. Ar 11111 �.;�. . ,..:_;:'•� Pp y Fasten at each joist with 1Y4"or 1 Y"TimberStrand"LSL. 12"on-center two 8d(0.113"x ZY")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this liiill� �";`:+'`" •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Optional partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer. For more information on Proposition 65,visit wV.com/inform. P plumbing or HVAC. AV 1M P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam SUSTAINABLE grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). FORESTRY angle to minimize y ) P g P( ) INTIATIVE A& Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ, and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum �j ,�,y- Weyerhaeuser Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved.We'�/Glllii'�ll$�, CerU'fieminimum from end end and intermediate bearing lengths. ■i mom September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof V-1 C1 TJ-9001 and the Dego Depth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d(0.131"x 34") nails. Ridge Connection Connect rafter to valley with 16d(0.131"x 34") nails per table below. Dormer Framing ® 1x_or2x_ceilin oists TimberStrand®LSL or TimberStrand LSL rafter ceilingjoists Four 16d (0.131"x 3Y" Toenail with four 16d (0.131 'x 3Ya'") nails lateral bracing at 48" a ) nails Microllam®LVL ridge board each side, or four 16d 0.131"x 3Ya" nails Attach blocking to g at each end of strap/cleat DI L�nd r0 ( ) rafter with two 16d on-center or as specified through ridge into rafter + "> Andrews 0.131"x 3Ya" nails Toenail hip/valley to Header joist see Ian ' g e ( ) Sheathingor other lateral j p - E n i n e e r i n post with three Toenail header to rafter with four 16d (0.131"x 3Ya" TimberStrand® bracing as required Hip member or 16d(0.131"x 3Ya") nails from each side, or use a hanger for reactions ) valley beam 158 Count Rd. 39, Suite 10 LSL rafter � nails per side exceeding 500 lbs. See Framing Connectors tables y Lateral blocking per in Weyerhaeuser Roof System Guide, TJ-9005 for Southampton, N.Y.11968 code or for lateral Sloped bearing surface Office: (631)259-3959 wind requirements TimberStrand® LSL hanger capacities. Info@DiLandroAndrews.com ceiling joist Attach post to bearing wall or Beam or ceiling joist @ beam with three 16d (0.131 x g) Certificate No.: 0019523 A23 or A3 clips each side. 2x TimberStrand® LSL plate 2 times joist spacing, 3Y4") nails per side sized to support post Addresses lateral load only,y, (connection design may be minimum Professional Seal not intended for wind uplift.)* required, contact your 3"maximum rafter Weyerhaeuser representative) Structural sheathing Rafter-to-Valley Connection Additional connections may be required seat cut overhang Attach plate to rim with Rafter Roof Snow Load to resist wind forces in high wind zones 1 Rafter 16d (0.131"x 3/") nails On-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL at 12"on-center Spacing Span Number of 16d (0.131"x 3Y4") nails required Minimum Ridge Board Depth Rafter Pitch *Angle Clips 6' S 5 5 Rafter 16„ 12' 5 6 8 Size 4:12 to 9:12110:12 to 1112 12:12 Hanger clipNailing 18' 6 9 12 See plan for member Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 24' 8 12 * 2x6 2x8 2x10 2x10 Simpson •For lap connection nail quantity requirements, see Rafter Span and Heel 6' 5 5 7 2x8 2x10 2x12 2x12 Strong Tie® A23 10d x 1Y' 10d x 1Y Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. Ceiling outlookers at hip end 12' 6 8 11 2x10 14" 14" 14" USP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. 24 18' 9 13 TConnectors® A3 10d x 1Yz' 10d x 1Y' - If 8-15 nails required, use two A23 or A3 clips, each side. 2x12 14' 16 16' 24' 12 * * Open, see plan R R * Contact your Weyerhaeuser representative 24 26 for additional connection information. Trimmer joist see plan Heel Connection (Lap) Valley-to-Hip Connection TimberStrand®LSL rafter Hip/Valley Low End Sloped hanger Hip/RidgeNalley/ Post Detail Hip member or (sloped/skewed if pitches are unequal).roof Sheathing or other lateral valley beam Hip member W 3"Maximum rafter bracing as required TimberStrand` LSL or seat cut overhang Microllam®LVL ridge board Notch TimberStrand LSL Hip/valley hip/valley to sit on post depth (d) Depth of hip/valley V D (minimum of 75%of original at seat cut(y). z Q member depth must remain). See table below Ridge board. Toenail C Toenail hip to ridge with five ridge-to-hip with four G 16d (0.131"x 34") nails. 16d (0.131"x 34") Q ry TimberStrand®LSL Connect rafter to nailsT W Attach blocking to rafter with ceiling joist valley using 16d LL '- 0.131"x 3Ya'") nails(1) two 16d (0.131 x 34") nails ( LL 16d(0.131"x 34") nails for heel/lap connection* Attach hiplvalley member to plate O Lateral blocking per code or Post or bearing wall with three 16d(0.131"x 34") nails Valley beam. Connect to hip for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. O >- Toenail rafter to top plate with with two 16d (0.131"x 34") nails Hip/Valley Depth Contact your Weyerhaeuser representative for sizing of a hip m three 16d (0.131"x 34") nails Minimum Percentage of Original Hip/Valley Depth Required or valley with a point load. CO TimberStrand®LSL rafter Member Type TimberStrand®LSL Microllam®LVL Hi Member 30% 50% R i'>See Framing Connectors in Weyerhaeuser Roof System Guide, _ R * For heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90% TJ-9005 for hanger capacities. U 21 Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 i2>See Rafter-to-Valley Connection table in Detail R26 above. - Q �- W 0 "" ROOF DETAILS General Notes A Weyerhlwil ser Unless otherwise noted,all details are 7` valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear blocking-%"or 1%" 2x4 one side. Use 2x6 if 24"joists and when the sides of the hanger TimberStrande LSL rim board Beveled web stiffeners required on 2x4 one side. Use 2x4 both joist spacing is greater than s INTERMEDIATE BEARING sides if joist spacing is p �� 24"on-center. / Q do not latterally support at least "of the both sides.Cut to match roof slope. TJI®joist top flange.Also see framing plan. Blocking panels or shear blocking may be Two rows 8d �� greater than 24"on-center. Web Stiffener required on specified for joist stability at intermediate supports (0.113"x 2Y")nails �� O Shear blocking- both sides at R3W ONLY at 8"on-center 11 y„ 1Y8'TJ®Rim Board, Web stiffeners Twist strap and backer block required at T 10d(0.128"x 3") tJ_ %"or 1Y"TimberStrande required on both R7S with slopes greater than 3:12.See nails at 8" Q LSL or TJI®joist. p Variable slope seat sides at R7W ONLYmust not P I Birdsmouth cut Nailing Requirements at Bearing in on-center connector 9 q 9 TJI®joist flange overhang inside Weyerhaeuser Installation Guide for Floor z Web Stiffener required on and Roof Framing,TJ-9001. Beveled 2x4 block O I both sides at R1 W ONLY must bear fully on face of plate. plate. Beveled 2x4 block with adjacent span maximum 'L Is Beveled bearing Y beveled web stiffener on 2 \�v r Beveled bearing plate a�� plate required when `L opposite side of web d`a Beveled web stiffeners U on both sides required when sloe 2x4 block for soffit support slope exceeds Y4:12 a� exceeds Y412 P R3 R3W R5 R7 W �R7) R7S is allowed only with joist depths< 16" R8 R9 BIRDSMOUTH CUT allowed at low end of joist only ry BIRDSMOUTH CUT allowed at low end of joist only BIRDSMOUTH CUT allowed at low end of joist only O Lz +� `Ys adjacent span maximum < r 1 P • . CC R1 R1W 0O G W O W L(') n Filler block:Attach per the table below. coI.t_ Clinch nails when possible. Backer block:Install tight to bottom flange(tight to top flange with top mount IY ~ O hangers).Attach per table below. 12- LSTA18 strap nails at H6S Revisions with slopes greater than 3:12 No. Date Description 1 10/23/23 FOR PERMIT Strap nails: 2 Leave 2%"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) distance y y y 3 --1--1-- ---- 2x4 one side. Use 2x4 both ® LSTA24(Simpson Strong-Tie or USP Double joist 4 --/--/--Two rows 8d 0.113"x 2Y") sides if joists acro is ® ) P Variable slope joist hanger. Beveled j P g Y yrequired ( F greater than 24"on-center. Structural Connectors8)strap with 10d(0.148 x 1y')nails required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. Y when L exceeds L nails at 8"on-center tti ) spacing (Simpson9 Structural Connectors strap with twelve p ) g a may be 5 /--/-- Strong-Tie- le or ie rim o match joist e a outer e twelve 10d(0.148"x 1y")nails slopes greater than 3:12 Use 1 Ya'TJ Rim Board with depths 5 16". joist spacing °S IIX. Additional blocking ® y T may be required for Additional blocking TJI®Depth, D TJI Flange Block Nail Allowed hole zone L shear transfer may be required Width Type Size Quantity Beveled web Designed By : NM for shear transfer. less than 3Y" Filler 10d(0.128"x 3 ") 10 Y Y Y Blocking stiffener each Filler Strap nails: 9/„<D1 < 6" Backer 10dr0.128"x 3") /10 as required side of TJI®joist Drawn By : NM • Beveled 2x4 block. Leave 2%"minimum Strap nails: Filler 16d(0.135"x 3Y2") 10-each side Y web Checked By : AA end distance 3 3Y Backer 10d;0.128"x 3" 10 Second beveled web Leave 2/"minimum ) Yz 2x overhang. Notch TJI®joist flange must stiffener required on end distance Filler 10d;0.128"x 3") 15 - less than 3Y" around TJI joist top bear fully on plate. opposite side at R1 OW only. Double beveled bearing plate Backer 10d;0.128"x 3") 15 Maximum allowable V-cut End wall flange. Birdsmouth cut must not 0 when slope exceeds Y4:12 Variable slope joist hanger. 16"<D<_20" �01 Filler 16d(0.135"x 3Y") 15-each side overhang inside face of Beveled bearing plate required Beveled web stiffener 3y" For TJI®joists with slopes of 10:12 to 12:12,the vertical depth of plate. Date : 10/19/2023 required each side. Backer 10d;0.128"x 3") 15 when slope exceeds Y4:12 Web Stiffener required on q shear blocking at bearing will require 1Ya"TJ®Rim Board or 1Y4"or AS NOTED H5 Filler 16d(0.135"x 3Y2") 25-each side 1 ® ® Scale: R10 R10W R14 R14 both sides at R1 4W ONLY H5 O H5S is allowed onlywith joist depths< 16" 20"<D<_24" 3y„ $g Y"TimberStrand LSL that is one size deeper than the TJI joist. pO gC BIRDSMOUTH CUT allowed ] P Backer I IOd;0.128"x 3") 15 1DO NOT use%"TJ®Rim Board with 18"-24"TJI®joists or in at low end of joist only H6S is allowed only with joist depths< 16" vertilation-hole applications. H6 S For filler and backer block sizes see Weyerhaeuser TJI ��e erhaeus er Joist Specirrer's Guide,TJ-4000 Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this 111111• product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California to cause cancer. For more information on Proposition 65,visit wv.com/inform. 0SLISTAINABIF FORESTRY INITIATIVE A Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Certified Sotacir�g Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Sheet# --fip - . Man October 2017 Reorder TJ-4014 TOP OF STEEL BEAM COLUMNZ STEEL COL., SEE PLAN WIDTH j iv MIS +6" � c r - - ....�.,:;. N w + (2)-3/4"0 F1554 GRADE 36 p_g _ co DiLandro 1/4 ANCHOR BOLTS W. 12" " o ti's' " Andrews EMBEDMENT AND 3"HOOK E n g i n e e r i n g CENTER 4"THICK BASE PLATE ON CONNECT FLANGES 158 County Rd. 39, Suite 10 LINE 4"THICK LEVELING PLATE 0'-3" TO PLATES W/(4)-3/4"0 Southampton, N.Y.11968 1, f 1„ TO MATCH BASE PLATE w $"x12"xBEAM GAUGE A325 SLIP CRITICAL FULL PEN BOTTOM OF STEEL BEAM Office: (631)259-3959 1—' 0-1 = STEEL PLATE 0'-12' BOLTS TYP. BOLT LAYOUT DETAIL A-A Info@DiLandroAndrews.com 2 2 DIMENSION ON Certificate No.: 0019523 EXTERIOR FACE LL 1 '-a" NON SHRINK GROUT w w FOUNDATION WALL, SEE 3" SDS SCREW STAGGERED AT 6"O.C. FOUNDATION WALL m o CEN ER PLAN AND DETAILS FOR (2)-ROWS ' 0 THRU BOLTS AT 16" THROUGH PLYWOOD, 2x NAILER, AND LI E REINFORCEMENT O O O.C., STAGGERED AT 8"O.C. STEEL FLANGE. PREDRILL THROUGH STEEL Professional Seal 5116 TYP. I I I I Q WHEN THICKNESS IS GREATER THAN 0.24" PLAN ELEVATION 2X NAILER(S) COLUMN a TYPE 1 BASEPLATE BEAM #OF 4'A325 S.C. MOMENT WIDTH ULIo SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) +6" z STEEL COL., SEE PLAN W8 4 16 O I ( (3)-3/4"0 SINGLE ( I (3)-3/4"0 SINGLE r-IN _jW1 p 4 20 PLATE PLATE O (4)-3/4"0 F1554 GRADE 36 s U 1/4 ANCHOR BOLTS W. 9" 6 31 I CONNECTION W/g" I I CONNECTION W/$" O O EMBEDMENT AND 3"HOOK 4 25 THICK PLATE THICK PLATE ° CENTER "THICK BASE PLATE ON W12 6 37 I I s"xFLANGE LINE3- THICK LEVELING PLATE 8 50 WIDTHx6 2" PLATE • O O TO MATCH BASE PLATE w = 4 28 I ( FULL PEN TJI/LVL FLOOR JOIST DIMENSION ON ��N p. 4.. o a W14 6 43 2 2 1 NON SHRINK GROUT w w m p FOOTING, SEE PLAN AND 8 57 Q PON FACE MOUNTED HANGERS (IUS @ WOOD FLOOR FINISHES, DETAILS FOR M1U @ STONE/TILE FLOOR FINISHES) CEN ER REINFORCEMENT LINE STEEL BEAM, SEE PLAN FOR SIZE. PROVIDE LVL BLOCKING RIPPED TO PLAN Q ELEVATION BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION FIT SNUG BETWEEN BEAM FLANGES a TYPE 2 BASEPLATE Z STEEL COL., SEE PLAN 3 TYPICAL STEEL BEAM PAD OUT AND NAILER COLUMN WIDTH +1/2" o (2)-3/4"0 F1554 GRADE 36 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION S-400 SCALE: 1-1/2"= 1'-0" U 1/4 ( ( ANCHOR BOLTS W. 12" S-400 EMBEDMENT AND 3" HOOK CENTER 4"THICK BASE PLATE ON STEEL COLUMN, SEE PLAN LINE 1"THICK LEVELING PLATE TO MATCH BASE PLATE Z DIMENSION ON g r� 2 1 �' NON SHRINK GROUT w w M p FOUNDATION WALL, SEE 1/4 F_ COLUMN WIDTH +3 1/4" PLAN AND DETAILS FOR o� REINFORCEMENT (2)-R 9x3/8x0'-3", (1)-EA. SIDE, CEN ER (2)-1/4 ANGLES C� WITH (2)-HOLES FOR-" LINE THRU-BOLTS J D PLAN ELEVATION (3)-3/4"0 A325 BOLTS I I Q (2)a"0 A 325 BOLTS AT W8'S O TYPE 3 BASEPLATE (3)-3/4"QJA325BOLTS TYPICAL STEEL BASE PLATE DETAILS SINGLE PLATE 'J 1 I I CR 9x3/8xBEAM O W CONNECTION W/ S-400 s WIDTH+2" W THICK PLATE � (2) BOLTS W/W8 H LVL BEAM R 3x3/8xBEAM BOLTED DOUBLE ANGLE WIDTH+2" CONNECTION AS PER AISC Q 0 4 TYPICAL STEEL BEAM CONNECTIONS ry TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN S-400 SCALE: 1-1/2"= V-0" 5 z L) S-400 SCALE: 1-1/2"= V-0" 0 W r ry Oz 73 W W ti0 CL Revisions No. Date Description 1 10/23/23 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA x,. Date : 10/19/2023 Scale: AS NOTED Is 100 6 �4 Sheet# _j w Vr SSQSw y 566 � WILLOW TERRACE FARMS INC. LAND F/F VACANT I SARAH JANE OLMSTEADELLING WITH ' SITE INFORMATION WELL I LAB Y, ADDRESS: 735 MAJORS POND RE) 5 '+»L W�` -2 -2-39.14 I SEPTIC � ' SCTM: 1000 6 °� 2 O O � LOT 4 + ' ZONE: R-80 4 �` _ EXISTING NON CONFORMING LOT'SIZE AS PER 280-124) - � " LP I � as r►asrnxne rwx ns's r QATE MINIMUM EXISTING PROPOSED I$ Aemna, r,wL,owY EX6fi1bY6T�1 PPoa�Eo $ LOT AREA 80,000 SF 78,771.91 SF/ NO CHANGE HELMARS�"OF/F I a .-EE-°-'�� 1177177-77771. &JOCELYN OZOLINS 1.81 ACRES 3 G DWELLINGworm o�v DWELLING WITH WELL I Ea PEFE E— °�`P001'" U SEPTIC OVER 150' I E"""NG9"°P• ,: ��` t POWERS HANCOCK DESIGN FRONT LINEAR STREET 250 FT 393.08 FT NO CHANGE I E. Eo�K� � sw s, �OF/F "°`UPS` PO Box 400 SECTION THROUGH ADDITION SECTION THROUGH EXISTING FRAMED DWELLING eKs.mxaawEu FENCE DWELLING WITH port, NY 11940 Po—EDI R 150' South James......... OVER 150' PnorosEoe.ean� .yam A H iea PPaoosEovmooECK 4 CODE REQUIREMENT%S: � 8 a b I I _ LOT: 78,771.91 SF I -- ,_,� —I — — — I-J — -" 2 ,��EtED q/,��,y -OO OWNER G A ��F ALLOWABLE EXISTING PROPOSED BUILDING HEIGHT 35 FT 26'-7" NO CHANGE - e I �'T,9�04348a LOT COVERAGE 20 % 3 420 SF 4 760 SF I Imo,>✓ r-,--�— (SEE BELOW FOR BREAKDOWN) 15,754 SF 1 L6 LAND N/F 00, mow+ OF RICHARD ALDRICH I �4� / s,K. EXISTING ADDITION PROPOSED (TOTAL) 2 DWELLING WITH j® ,,� / HOLANLWFE I � HOLZAPFEL MAIN DWELLING 2,247 SF 680 SF 2,927 SF 4 SHED 167 SF 0 SF 167 SF(NO CHANGE) PROPOSED FIRST FLOOR EXISTING SECOND FLOOR (NO CHANGE) Pm DECK 175 SF 673 SF 848 SF PROPOSED TYPICAL EXTERIOR FRAMED WALL PROPOSED TYPICAL ROOF PROPOSED FLOOR INSULATION \ I / WE I CLOSED CELL SPRAY FOAM(R-49) 3 CLOSED CELL SPRAY FOAM(R-30) LAND N F ME51-.uareaweLAHDB0 uu0ARr POOL 816 SF 0 SF 816 SF (NO CHANGE) J BATT INSULATION(R 21) \ I ( OF as OeuN� N-coesmramrs DOUGLAS JUNE ISSUE/REVISIONS ` Nt,3,8,2023 DWELLING WITH SEPPC TOTAL: 3,405 SF 1,353 SF 4,758 SF / EXISTING-EXTERIOR FRAMED EXISTING_CEILING—INSULATION wEu a 150' I EXISTING FLOORINSULATION / —� FLOOR RIGID INSULATION OVER 1so' _ . . . ._ - . _ N0. DATE ISSUE 4 BAT INSULATION(R-21)(ASSUMED F.V.) 5 BATT INSULATION(R 30)(ASSUMED F.V.) / 6 1 BATT INSULATION(R 30)(ASSUMED F.V.) 7 1 (R J.5) \ O zg —� \_ 0 u, 1 10-27-23 FILE FOR PERMIT THERMAL ENVELOPE DIAGRAM � _ _ ,- 2 11-27-23 BD COMMENTS 3 03-12-24 OWNER REVISIONS .._ ._.� GROSS FLOOR AREA RATIO CALCULATIONS: SITE PLAN LOT: 78,771.91 SF 1 ALLOWABLE = 5,100 + (5%x 38,7171) 5100+1938 = 7,038 SF SCALE: 1 /64" = V-0" EXISTING ADDITION/ PROPOSED ALTERATIONS (TOTAL) LP GAS 8' POST/WiRt FENCE 8.5'S 22"BIRCH FIRST FLOOR 1885 SF 680 SF 2,565 SF s� 30" PINE 1 .5'W m / SECOND FLOOR 875 SF NO CHANGE 875 SF 12" RUIT (NO CHANGE) I 16"BIRO- -- EQUIR D 30'-0" SIDE YARD ACK MON. -- � COVERED PORCH 362 SF NO CHANGE 362 SF GATE -- — 1 (NO CHANGE) I I \ 1 TOTAL: 3,122 SF 680 SF 3,802 SF I POOL EQP QI 0 � U o EXISTING ASPHALT DRIVEWAY EXISTING 2 STORY PROPOSED d Climatic and Geographic Design Criteria I CAR GARAG \ REAR STOOP Subject to Damage From d d g Winter Ice Shield Flood Air Air Seismic Wind d'w Ground � � d' • > 118'-4°EXISTING TO MAIN DWELLING Frost Termite Design Underlayment Hazard Freezing Freezing Design Speed _ g Snow Load Weathering Line Depth Temp. Required Index Index Category PROPOSED MUDROOM ADDITION E E E E 20 Severe 3'-0" Moderate 15 Yes No 1500 or less 52.2 B 130 mph I to Heavy (ASCE 7-10) ±58'-q-EXISTING NO CHANGE 48,3„EXISTINGTOp00L EXIST POOL PATIO PROPOSED COVERED ENTRY \ �' I EXISTING 2 STORY FRAMED I ' STK. I DWELLING ( I INO CHANGE TO BUILDING Q I FOOTPRINT-INTERIOR RENOVATION ONLY EXISTING. . . . LL I G I INGROUND. . 1 2'W p I EXISTING WOOD DECK TO STK. W I BE MODIFIED I . . .. ... . . . . .POOL. . . . . . . . . . POOL. .: : c PROPOSED WOOD DECK EXISTING WINDOW WELL I /I- PROPOSED G UTT ES i POOL FENCE U. UN-1 P _ I WATER J o PROPOSED 8 x 8 SPA a- a co 73'-I'PROPOSED Y U a PROPOSED WOOD DECK PROJECT TITLE: W KOCH RESIDENCE I �1/ELL � o o � 12" SPRUCE MIS I o 735 MAJORS POND ROAD z ORIENT NY, 11957 00 3 10" LOCUST UJ o ' GATE I I SHEET TITLE. I Proposed Site Plan n K. i DATE: PAGE: PARTIAL SITE PLAN A-001 2 1 _ SCALE: SCALE. 6 - 1 -0 As Noted SHEET NOTES FIRST FLOOR NOTES: REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING FOR ALL STRUCTURAL DETAILS, FOUNDATION DIMENSIONS, NOTES, BEAM SIZES ETC. MECHANICAL ROOM: CONTRACTOR TO CONFIRM 8" GYP BOARD ON ALL SURFACES, FIRE RATED DOOR AND VENTILATION ALL MEETS CODE B a c PROVIDE CARBON MONOXIDE&SMOKE DETECTOR 30 30 30 FLOOR PLAN KEYED NOTES O METAL GRATE TO CODE POWERS LIGHTWEIGHT HINGE POWERS HANCOCK DESIGN I O SLAB OW DETAILS TO PLANS BY DILANDRO PO Box 400 ----------------------------- FOR South Jamespor , NY 11940 -----------------------j-- ------------------------1------� O3 LINE OF PROPOSED DECK ABOVE I I ' 3 ® LINE OF EXISTING SCREENED IN PORCH ABOVE I I ,� F'ED ARC EXISTING EGRESS WINDOW TO REMAIN �; % p F_R G°OO 5 � �A © EXISTING BILCO DOOR TO REMAIN OMECHANICAL ROOM:CONTRACTOR TO CONFIRM r MEETS CODE I I I I 4 ---------------------------- -- -------------------- ------ i ® EXISTING NO CHANGE T,9�04348B I I O NEW DOOR WAY @ EXISTING WINDOW-PROVIDE ---------- ----------------------- 9 WEATHER STRIP �-�z-- ----------- ---------------------- 1 10 LINE OF HOT TUB ABOVE I I I I I I r-------------------- ---------- ------ ---------------� O CSV: PROVIDE REQUIRED CRAWL SPACE VENTILATION 11 P R IRC R408.1 -MIN 1 SF PER 150 SF I I I I I i 12 LINE OF FIREPLACE/CHIMNEY ABOVE Q I t I I 10 6 I I I i 13 RESERVED I I I I 14 RESERVED ISSUE/REVISIONS ° • . . . , - , . -------- - --------- - ------ I I EXISTING CLOSED RISER STAIRCASE AND HANDRAIL: NO. DATE ISSUE 15 PER IRC R311.7 W/NYS SUPPLEMENT 1 10-27-23 FILE FOR PERMIT I J O R-21 BATT INSULATION @ ALL EXTERIOR WALLS IN I k-------------------- 16 FINISHED BASEMENT SPACE 2 11-27-23 BD COMMENTS 17 R-7.5 RIGID INSULATION UNDERNEATH SUBFLOOR @ 3 03-12-24 OWNER REVISIONS FINISHED BASEMENT 2• E e e • ' 18 R-30 BATT INSULATION @ FLOOR JOISTS@ FINISHED UP AND UNFINISHED AREAS 19 DRAWINGS FOR ADDITIONALINFORMATION 20 I AIR 21 O MECHANICAL ROOM BOILER 7 0 ( EXISTING 2X10 F.J.@ 16"OC o f 18 o LAUNDRY ROOM Z M UNFINISHED BASEMENT 1 3 8 X 19 18 LU WH WELL 17 cc� m I , 9 w 18 z A XI W I Ex EXISTING DROPPED BEAM - -----� FINISHED -------I BASEMENT �— OIL TANK ------- ® f I e• s r----- 17 3 I r--- - 16 � i• -- --- I 12 -40 I I I i I °I° I I I 0 18 L- -----J _- -- I I -- -- I 5 I P I X E-7 Ncf) —— w 2 -40 I I a SYMBOLS PROPOSED 2x FRAMED WALLS: REFER TO q SCHEDULE BY STRUCTURAL ENGINEER EXISTING 2X FRAMED WALL TO BE REMOVED PROPOSED POURED FOUNDATION WALL - - - - - LINE ABOVE ---------- LINE BELOW -- -- GUIDE LINE/CENTER LINE PROJECT TITLE: KOCH RESIDENCE 30 30 3o X ELEVATION TAG 735 MAJORS POND ROAD ORIENT NY, 11957 x SECTION TAG SHEET TITLE: x PROPOSED BASEMENT/ FOUNDATION PLAN x x-� X INTERIOR ELEVATION TAG PROPOSED BASEMENT FLOOR PLAN x 1 SCALE:111 - 1'-0" XX DATE: PAGE: 4 DETAIL MARKER X X EXTERIOR DOOR TAG SCALE: A-1 00 x x WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG SHEET NOTES -777771 FIRST FLOOR NOTES: REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, BEAM SIZES ETC. ALL SLEEPING AREAS TO RECEIVE SMOKE DETECTOR PER IRC R314.3 . SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE PLACED MIN (1) PER FLOOR AND MIN T-0"FROM e 0 EACH BATHROOM -30 30 -30 EXTERIOR LIGHTING SHALL BE PROVIDED @ EVERY too'a2" EXTERIOR DOOR FLOOR PLAN KEYED NOTES POWERS HANCOCK DESIGN ® PO Box 400 NEW O ENGINEERED WOOD FLOORING:COORDINATE South Jamesport, NY 11940 FINAL S WITH ONEW TILE FLOORING:COORDINATE FINAL SELECTION WITH OWNER/ARCH DECK ® 3O FULL HEIGHT TILE WALLS @ SHOWER �EtED A/3Cy� p',-1ER G. O IPE WOOD DECKING:WITH CONCEALED FASTENERS 0 EXTERIOR WOOD STAIR: AI a © KITCHEN CABINETS: REFER TO INTERIOR ELEVATIONS Li FOR FURTHER DETAILS HOT TUB:COORDINATE FINAL SPECS WITH70VVNER— S'T,9r�043488 O SELECTED HOT TUB-TO BE INSTALLED FLUSH WITH nprmNG 5 -------- --------- - ® FLAT CEILING:SEE REFLECTED CEILING PLAN ---- -- --- - ----- I EN O9 CATHEDERAL CEILING:SEE REFLECTED CEILING PLAN I ENCLOSED PORCH I 10 COORDINATE FINAL DIMENSIONS OF PRIVATE DECK WITH OWNER SELECTED HOT TUB&LOCATION 17 F- — 7 r — 7 F- — j 11 FLOATING BENCH: IPE TO MATCH DECKING r ---- -_----- 1 1 1 1 _ , Horru6 PRIVATE DECK I BUILT-IN MILLWORK ELEMENT: ALIGN ourpoo 6X8 I 12 FE TERIOR EL IONS 1 1 BBQ 0 4 10 ; ISSUE/REVISIONS SELECTED WOOD INSERT UNIT FIREPLACE:COORDINATE FINAL DIMS w NO, DATE ISSUE - - -- - EX DECKI', I- - J — J — J ❑ 01 20 i 13.1 FIREPLACE FLUE:COORDINATE W.SELECTED UNIT- 1 10-27-23 FILE FOR PERMIT 4 / 4-------- INSTALL AS PER MANUF. SPEC.-LOC.TBD IN FIELD EQUAL I EQUAL f I ALIGN 1 I STONE HEARTH : COORDINATE FINAL DIMENSIONS 2 11-27-23 BD COMMENTS F j �FINISt \ 117 ❑D 113 �N 40 © i 14 W/FINAL SE ECTED UNIT 3 03-12-24 OWNER REVISIONS EXISTING CLOSED RISER STAIRCASE AND HANDRAIL: DW I Z �� 1 15 PROTECT AS NECESSARY 3 I 22 I 16 1" aMASTER 15'6"13'•62 - 3 2 1 1 ,,, 10" 6'-11" BATHROOM `---- ---------- — 1 16 PROVIDE 2 PLY WOOD @ DOOR SILLS TO SINK SILL L_ (, L---- ---- -----------------J 2 3 8 1 ._ T--------- 1 �1 fi-f Yia L 28 2 $ 1 1 1 1 1 ---------- 17 EXISTING NO CHANGE KITCHEN 0 --- i 1 i 16 © i EXISTING WINDOW WELL BELOW ±2'-11' li ±1r-62' 2 I ____ rr 2'•10° —, r — — DINING ROOM i 1 NEW STRUCTURAL POST: SEE STRUCTURAL 10 6 X 3 ISLAND _ 1 1 19 I I I 1 DRAWINGS FOR ADDITIONAL INFORMATION ' ILLI ; i 1 8 HALLWAY 4 MASTER BEDROOM 2 co `+^ r J 104 O v i ...— O 1 ------ - 20 OUTDOOR BBQ: PROVIDE U.G.GAS LINE FOR BBQ I----------------- � I I GARAGE L----� I ----j ENTRY -- ----------------�� — -- — — — — — — — — — — 21 CLOSET: 1 ROD, 1 FIXED SHELF 17 1 g I I I 1. t, 1 � 22 PROVIDE OPENING FOR DOG DOOR -- - --- - -----------i -- - -- - -- -! 6'-6" 6%9 15'92 52' - T F-------------- - - s L -- ---------- -- - -J' 23 OWNER PROVIDED VANITY -- F ---I r- -7 W F--- 19 - L--J -- o -- ------ -------- — — — -_ os — — — O °C 24 EGRESS CODE COMPLIANT WINDOW CLEANING ��" 'I N CLOSET HER CLOSE HIS CLOSET COORDINATE MULLED UNIT WITH ARCHITECT:MAX 8'-7" I o >' 3 w OCR 1 8 1 8 25 R.O. FOR(3)WINDOWS 0 3�d ±8'-0" 52 T-61/2" < 3 112" 21 POWDER - ------- r- 26 WALK IN CLOSET: SHELVES&RODS BY OWNER r-- 1 SHOWER ----- / �N 14 e %r.: _.T G of i ry oz ROOM --- - /,° r, � I I 4 I I i ii- r%�- _ i�__ __; a%- �> � 27 TEMPERED GLASS ' ❑ ---- -J L 1 O .- -- 4 _ — SHOWER CURBLESS : FLOOR JOISTS DROPPED 101 102 . � 29 LIVING ROOM 13 , O 28 I ) @ EX I O lol 23 - 24 I 24 THIS LOCATION-REFER TO STRUCTURAL DRAWINGS = COVERED _ 1 8 ao z I ENTRY 4 0 m z ,'ai: r i ;, :I ------- 29 RECESSED SHOWER NICHE m . "op m rh ------- ® a m ------ 30 RECESSED MEDICINE CABINET 11 11 COORDINATE FINAL DIMENSION WITH EXISTflq�— ------- 3 I GUEST BEDROOM/OFFICE 31 GIRDER BELOW-PROPOSED WALL TO ALIGN WITH 15 r1 BEAM RFI OW 8 UP tM� 32 STONE SHOWER TO SELECT BY OWNER ¢` 2 '? t32" t16'-9"EXISTING F.V. 40 t1s'-14"EXISTING F.V. - 33 ELECTRIC RADIANT FLOORING @ BATHROOM I I l SYMBOLS l09 WOOD BURNING II FIREPLACE PROPOSED 2x FRAMED WALLS: REFER TO yi>a: ii SCHEDULE BY STRUCTURAL ENGINEER 103 104 105 106 EXISTING 2X FRAMED WALL TO BE REMOVED EQUAL 24 3 24 7 3" 24 7 3" 24 EQUAL 4'-0" EQUAL 10'-6" EQUAL 52" PROPOSED POURED FOUNDATION WALL ±34'-12"EXIST F.V. 29'•62"PROPOSED ADDITION — — — — — LINE ABOVE I ---------- LINE BELOW I I —- - GUIDE LINE/CENTER LINE PROJECT TITLE: KOCH RESIDENCE 30 30 30 X XXX ELEVATION TAG 735 MAJORS POND ROAD X X- ORIENT NY, 11957 XXX � SECTION TAG X SHEET TITLE: PROPOSED FIRST FLOOR PLAN X X_� X INTERIOR ELEVATION TAG PROPOSED FIRST FLOOR PLAN X 1 ALE'III_ DETAIL MARKER DATE: PAGE: SCALE:4 1 0 r" xxx X X EXTERIOR DOOR TAG A- 1 01 SCALE: X-X WINDOW TAG AS NOTED OINTERIOR DOOR TAG ROOF BELOW �� II II �I II II II II _ _ _ _ I ' I �05 ,2(EXISLEV� - �►�= POWERS HANCOCK DESIGN -- F - - - - - - — - - - - - - - - - - - - - - — — — — PO Box 400 South Jamesport, NY 11940 �I II II I I I EXISTING RIDGE NEW RIDGE Cti/� o I I I I 10.5:12(MATCH EXISTING) L EXISTING RIDGE f - - 1 T,9jF 04348E pQ`� I I t5:12 II II II 11 II II I II -jl ISSUE/REVISIONS NO. DATE ISSUE PROPOSED ROOF PLAN 1 10-27-23 FILE FOR PERMIT 1 ill — 2 11-27-23 BD COMMENTS SCALE.a — 11.0113 03-12-24 OWNER REVISIONS ROOF NEW 4" V. T. R. EXIST 4" V T. R. I I I NEW 4" V. T. R. I I , I 1 , I I I I I I I I I I � 1 I I I 1 1 , I 1 � I 1 � I ATTIC � I I I I , � I I I I , I I I I 1 , I I I -------------------- I I I I I I I I i I I I I I I I I I I I I I I I i I I I I I I I 4111 I I I I 1 I I I I I I I , I I I I I I I I I I I 1 I 1 1 SECOND FLOOR I I I I I I I I I I I I I I I I I I I I I I EXIST BATH 1 I I I , I I I 1 I F--------------------r--- --------------2"----------------- ------- --------iI It 212 ------- ---- -u -- --------- 1 I1II1 1111 1 NOTE: DRYER VENT ------ --- 12 12 2 � 1211 12° °i 12 ; 12�� TO EXTERIOR 1 I I ; I .• 12 I2 1 I2 1 I2 1 ❑❑ I 1 I I O O 00 1 I O 1 I ; I 1 I I I I I FIRST FLOOR FD ° w 12�� °w PER PER PER 2 2 3 1i 3 MFG MFG MFG 2 2 2" 12,E 12„ CO CO 311 MASTER BATH PROJECT TITLE: TO SEPTIC LAUNDRY PWDR ROOM KITCHEN KOCH RESIDENCE SYSTEM — ROOM 735 MAJORS POND ROAD DESIGN BY OTHERS ORIENT NY, 11957 SHEET TITLE: ROOF PLAN BASEMENT PLUMB RISER DIAGRAM DATE: PAGE: PLUMB RISER DIAGRAM SCALE: A-1 02 AS NOTED t oZ N � - - - - - MAXIMUM H GHT(EXISTING) - - - ---- ----------------- - -- - POWERS HANCOCK DE I -- - - -- -� -- -- __ PO Box 400 — -- — - - — - - -- -- South J amesport, NY 11940 -- 12 - - ---- Ill h d - - - -- - - - _ - — ----- - -_-- --_ -_— - - - - - - - - - - TOP OF L E REAR DORMER 5�E H ARcy� --------------- LL1L ---- ---- --- -- - -- -- -- --- ---- ._....----------- - --- - -- - - —-_ _--- - -- --- -._- --_ --- 110.5 12 -- -EXIST -IAII I I I -- -- -- ---- ---- --- - - -- --- -- --- - — -- I- _ -- -_ - -_ _ -- _ - * U E ----- -- - ----- -- ---- -- - -- - - -- --- - _ — Z - -- _ ___- - —_ -_ -- ---- -_- ----- -- --- _ --- F 1 - — — - -- - - EX - ------ --- --- - - - _ --- --_ - -- -_ - - _-- ----- — - -- - -- - ---- Z ,9 04348a T LU ---- - - - - - — -- TOP OF SUBFILOOR SECOND FLOOR Ll Lli 171 FL7- I I ' FL11 M L11 I [Em I 1 lj I �' 1 3 1 4 1 5 L�k ISSUE/REVISIONS -- - L_LL1 =7 Ora ❑ u- - - - �� - -- - I - - NO. DATE ISSUE © Doc� Dale 1 10-27-23 FILE FOR PERMIT 71 TOP OF EXISTING SUBFLO @ FIRST FLOOR 2 11-27-23 BD COMMENTS EX. EX. - - - i- - - - - - - - - - - - EL E. +0' 0" (DATUM) II I I II I I II I i II I I II I I II I I III I I III I I I I I I I I III I I II III II I I III I I III I I I I li I I I I II I I I I II III II I I II I I II ELE. + I '-0"(ACTUAL) 9 3 03-12-24 OWNER REVISIONS 3 6 3 EXISTING GARAGE TO REMAIN ENTRY ADDITION EXISTING DWELLING TO BE RENOVATED PROPOSED ADDITION I ELEVATION NOTES OROOF: NEW ASPHALT SHINGLES COLOR:CHARCOAL 3 O SIDING: NEW 18"RED CEDAR SHINGLES EXPOSURE:5-1/2"(TYPICAL)PROPOSED FRONT (WEST) ELEVATION ACCENT SIDING:CLEAR CEDAR T.G.VERTICAL SIDING Cl EXPOSURE:5 1/2"(TYPICAL) WINDOW TRIM: 5/4 SCALE, 4 - ® COLOR:TO SELECT4 PVC OFASCIA: 1x8 PVC COLOR:TO SELECT © DECKING: IPE(WOOD)-or SIMILAR CONCEALED FASTENERS 0 DECK SKIRTING:CLEAR CEDAR T.G.VERTICAL SIDING EXPOSURE:5-1/2"(TYPICAL) ® NEW DOG DOOR-COORDINATE FINAL DIM.W/OWNER O9 MAXIMUM HEIGHT(EXISTING) PARISE EXPOSED FOUNDATON 10 NEW FASCIA DETAIL EXISTING GABLE ENDS L @ -- - - - 11 BLIND FLASH _ EXISTING CHIMNEY:CONTRACTOR TO F.V. EXISTING -- —-- _-- — _ _ 12 CONDITION, PROVIDE STEPPED FLASHING AS NEEDED -------- ----- ---- --- - - ------- --- ---- ----- ---- - -------------- --- ---------- - --- -- -- NEW WOOD FRAMED CHIMNEY FOR WOOD BURNING ---- ------- - - -- -- ----- - -- -- ------ ------ -- --- ---- - INSERT. TO RECEIVETHIN BRICK 12 TOP OF PLATE @REAR DORMER - ----- ---- - -- -- --------- ----------------------- ---------- --- - ------------- -------------------- - ---- -------- - - -- - - = -- -- - - - - t10.5 D 1111�11 -- I TOP OF SUBFLOOR @SECOND FLOOR -- - — _ - - -- - = - = - ---- __ -- _ — --- - --------- _ ___ _-_---- -- _ I Ll � I 1 Ll 1 PROJECT TITLE: (BEYOND) o UffiII I'I II II Iilll LJ�I II L L ------ -------- _J KOCH RESIDENCE LIL o I �l 735 MAJORS POND ROAD TOP OF EXISTING SUBFLOOR @ FIRST FLOOR © E \ ORIENT NY, 11957 ELE. +0'-0" (DATUM) - - - ulla ELE. + IT-0"(ACTUAL) III III III II II EX. ❑ _L uu Lu�uu�u I = SHEET TITLE: PROPOSED ELEVATIONS 3 PROPOSED ADDITION EXISTING DWELLING TO RENOVATED EXISTING SCREENED IN PORCH TO REMAIN EXISTING DWELLING TO BE RENOVATED EXISTING GARAGE:NO CHANGE DATE: PAGE; SCALE: A-201 PROPOSED FRONT (EAST) ELEVATION L. AS NOTED SCALE: Ill = I'-0" ELEVATION NOTES OROOF: NEW ASPHALT SHINGLES COLOR:CHARCOAL MAXIMUM HEIGHT(EXISTING) SIDING: NEW 18"RED CEDAR SHINGLES EXPOSURE:5-1/2"(TYPICAL) 0 EXPOSURE:SIDING:CC EA CEDAR T.G.VERTICAL SIDING 12 12 EXIST. EXIST. OWINDOW TRIM: 5/4x4 PVC COLOR:TO SELECT - - -- _ - O FASCIA: 1x8 PVC 5 COLOR:TO SELECT -- -- - --- _ — �= .'- ---- _ -- -- - - -- - _- DECKING: IPE WOOD -or SIMILAR TOP OF PLATE @ REAR DORMER CONCEALED— f -- — - _ O FASTENERSOWERS HANCOCK DESIGN 6 P N - -- — -—- - - DECK SKIRTING:CLEAR CEDAR T.G.VERTICAL SIDING EXPOSURE:5-1/2"(TYPICAL) PO Box 400 --- - - - - —_= -_ =— - -- - --= _- - -- South James port, NY 11940 NEW DOG DOOR-COORDINATE FINAL DIM.W/OWNER 12- ---------- 9 PARGE EXPOSED FOUNDATION N 10 NEW FASCIA DETAI XISTING GABLE ENDS ERE AR N L@EC. 11 '6' BLIND FLASH TOP OF SUBFLOOR @SECOND FLOOR _ Z Exisr.v_ EXISTING CHIMNEY:CONTRACTOR TO F.V. EXISTING * 7k CONDITION, PROVIDE STEPPED FLASHING AS NEEDED °y -- r -- -- -------- 12 NEW D FRAMED CHIMNEY 14 NSERTOOTO RECEIVE THIN BRICK OR WOOD BURNING � S 0 T 4348 Q. qrF o I I�IIIILII II��I TOP OF EXISTING SUBFLOOR @ FIRST FLOOR ELE. +0'-0" (DATUM) -----------__--_ ELE. + IT-0"(ACTUAL) Omni ISSUE/REVISIONS PROPOSED COVERED NO. DATE I ISSUE EXISTING SCREENED IN PORCH TO REMAIN EXISTING GARAGE TO REMAIN PORCH 1 10-27-23 FILE FOR PERMIT 2 11-27-23 BD COMMENTS 3 03-12-24 OWNER REVISIONS PROPOSED SIDE (NORTH ) ELEVATION III - SCALE. 4 - I -0 MAXIMUM HEIGHT(EXISTING) 12 12 EXISTD i Qt5 EXIST 10 TOP OF PLATE @ REAR DORMER - - - -_ -- 1 12 10 ±10.5 5 Id I LMATCH EXIST. I 2 z 1 cn N it X W 8 1� TOP OF SUBFLOOR @SECOND FLOOR I II III i II II III III II i i II I II III 10 ULL L I W11 i I _ 0 11pN JLl�Ll I J L11 6 B TOP OF EXISTING SUBFLOOR @ FIRST FLOOR - - - � 7 ELE. +0'-0" (DATUM) ELE. + IT-0"(ACTUAL) III II III II III II 11 1 II 1 111 IIIIII 111 II 1I 9 � Ir I EXISTING DWELLING TO BE RENOVATED PROPOSED ADDITION PROPOSED RAISED WOOD DECK PROJECT TITLE; 3 KOCH RESIDENCE 735 MAJORS POND ROAD ORIENT NY, 11957 SHEET TITLE: PROPOSED ELEVATIONS PROPOSED FRONT (SOUTH ) ELEVATION 2 DATE: PAGE; SCALE. ill -_ I -0 11 SCALE: A-202 AS NOTED \ \ 12 \ Q4 12 ` BOTTOM OF CEILING JOISTS ±10.5 _- Y v Y'i r v K r Y Y ti'Y r'r r v 'v l'Y ', 'Y✓v r v'Y 'r 1 Y Y r 1 k Y'Y Y'Y i M Y !'r Y•!Y Y 7 r V \ - POWERS HANCOCK DESIGN X \\`\ �Fw 12 t5 PO Box 400 w \\ �� F��s �'R Q South Jamesport, NY 11940 1 BEDROOM BEDROOM \\ \5�' ATTIC r� ----------------lam A401 jdk EXISTING TOP PLATE @ MAIN GABLE TOP PLATE@ NEW COVERED PORCH TOP OF SUBFLOOR @_SECOND FLOOR 1 EXIST, F.J. J EXIST. F.J. ��''. ' - Io 2 - NEW C.J. NEW C.J. 1 I \� �5�QHER G C,y�� ;:TO:PPLATE FIRST FLOOR �� r - - NE C.J. i �C9 �� l Z W I I a X 0434BB w I � ? LIVING ROOM DINING ROOM EE I I I I I I TOP OF EXISTING SUBFLOOR @ FIRS-f FLOOR ENTRY I PORCH 1 TOP OF EXISTING SUBFLOOR @ FIRST FLOOR ELE. +0' 0" (DATUM) « -I - - - - - ELE. + 17'-0"(ACTUAL) / '1.V1_ \ '.k V v Y". t' F, n r x ,� ELE. +0' 0" (DATUM) s- IY Y� '. ' X�_ .r'XYYY? I NEW D.J. 1 EXIST. F.J. 5__� EXIST. F.J. NEW F.J. I I - I 3 Ip ' CRAWL SPACE `� ___m w ________- ISSUE/REVISIONS N BASEMENT BASEMENT z NO. DATE ISSUE a o 1 10-27-23 FILE FOR PERMIT x 2 11-27-23 BD COMMENTS w 3 03-12-24 OWNER REVISIONS BUILDING SECTION @ LIVING ROOM BUILDING SECTION @ ENTRY SCALE. 4 - I -0 SCALE: 4" = I'-0" tI0.5 12 REMOVED D TOP PLATE( MASTER BEDROOM ADDITION I I I I 01 I I I I I I I I I I I I I I I I I I I I I I I I q I I I I I I I I I i I I I I I I I I MASTER BEDROOM I I I I I I I I I I I I I I TOP OF EXISTING SUBFLOOR @ FIRST FLOOR ELE. +0'-0" (DATUM) ELE. + I7'-0"(ACTUAL) I � I I I I I UNFINISHED 1 1 I I o N BASEMENT I I 3 U W ♦ � v I I W C) 1 I PROJECT TITLE: W I I 9 KOCH RESIDENCE I I I I I 735 MAJORS POND ROAD ORIENT NY, 11957 SHEET TITLE: SECTIONS SECTION @ MASTER BEDROOM ADDITION SECTION THROUGH MASTER BEDROOM ADDITION DATE: PAGE: SCALE: ill = 1-oil D . ill _ 11 4 I SCALE. 4 - I -0 SCALE: A-301 AS NOTED MIN 2'-0'ICE AND WATER SHEILD FROM EXT. FRAMED WALL i i i i 12 ' �\ SEE \ ELEVATIONS \\\ FOR ROOF PITCH y TYPICAL ROOF corsrRucnoN: \ � Q SEE TYPICAL WALL SECTION&STRUCTURAL PLANS 8 DETAILS FOR ADDITIONAL INFO 4 � \\\ o TYPICAL ROOF CONSTRUCTION: LIFETIME ASPHALT SHINGLES POWERS HANCOCK DESIGN D 30#BUILDING FELT PAPER� \\ ICE IN WATER SHIELD ALL EAVES AND VALLEY(MIN 24' 12 Q� \ FROM FINISHED WALL)UPON SEE PO Box 400 \\ 'APA RATED PLYWOOD SHEATHING _ ELEVATIONS South Jamespor , NY 11940 \ ROOF RAFTERS(REF.STRUCTURAL PLANS) FOR ROOF PITCH \ C.C.SPRAY FOAM INSUL.IN CAVITIES-REFER TO C.C.SPRAY FOAM IN CAVITIES-SEE THERMAL - \\ THERMAL ENVELOPE DIAGRAMS FOR INSUL.'R'VALUES ENVELOPE DIAGRAM(S)FOR R-VALUES _ \ 5/8"THK.GYP.BD.CEILING(PAINTED-TO SELECT) \ PROVIDE SOLID BLOCKING BETWEEN RAFTERS @ TOP PL. ,�EFtED ARC G�5 0Q~r1ER G A I� BEDROOM C� TOP PL. C MAST R E _—_ _—_ —_—_—_— C.J.AS PER STRUC.PLANS !I SOLID BLOCKING BETWEEN RAFTERS RIM JOIST CEILING-SEE STRUC.DRAWINGS SINGLE 2'x PLATE ON T.O.CEILING JOISTS- SEE STRUCTURAL DRAWINGS FOR ADDNL INFO. ————————————————————— 04348B O� BATT INSULATION IN CAVATIES-SEE THERMAL ENVELOPE DIAGRAMS FOR R-VALUES ETC. \ i C.J.AS PER STRUC.PLANS \ IIIII VENTED PVC SOFFIT-TO TYPICAL OVERHANG CONSTRUCTION SELECT BY OWNER 2'X6'WD.SUB-FASCIA 2'x6'RAFTER Taos TYPICAL LEDGER&MTL.JOIST HANGER 2'x6'RAF Fascia SEE STRUCTURAL PLAN FOR ADDITIONAL INFORMATION I'X8'PVC FASCIA I'X8'PVC FASCIA-PAINTED I'X V-GROOVE PVC SOFFIT TYPICAL SIDING-SEE ELEVATIONS HALF-ROUND GUTTERS-COLOR/MATERIAL TO SELECT III ISSUEIREVISIONS If NO, DATE ISSUE 1 10-27-23 FILE FOR PERMIT TYPICAL EXTERIOR WALL CONSTRUCTION: 2 11-27-23 BD COMMENTS SIDING:(SEE ELEVATIONS) WRB:''VAPORSHIELD SA'RAINSCREEN 7MIl 3 03-12-24 OWNER REVISIONS SHEATHING: CDX PLYWOOD SHEATHING PER SCHEDULE WALL FRAMING:IND.WALL STUDS(SEE STRUC.DINGS) INSULATION:HIGH DENSITY BATT INSULATION IN CAVITY I� INT.FINISH:I'THK.GYPSUM BD.(PAINTED)INTERIOR MASTER BEDROOM TYPICAL FIRST FLOOR CONSTRUCTION TYPICAL FIRST FLOOR CONSTRUCTION • FINISHED FLOORING TO SELECT BY OWNER UPON SEE TYPICAL WALL SECTION&STRUCTURAL 3/4'APA RATED PLYWOOD SUBFLOOR-SEE STRUCTRUAL DRAWINGS FOR ADDITIONAL INFORMATION DRAWINGS FLOOR JOISTS AS PER STRUCTURAL DRAWINGS RIM JOIST TO MA.DEPTH OF F.J.-AS PER STRUC. PVC TRIM UNDER DOOR SILL CLOSED CELL SPRAY FOAM(REFER TO THERMAL ENVELOPE PROVIDE GAP FOR DRAINAGE VERTICAL SIDING AS PER ELEVATIONS DIAGRAM) FLASHING DRIP EDGE 1, 1/2'P.T.PLYWOOD EA.SIDE COUNTER FLASHING 2'x4'P.T.IND.STUDS @ 16'O.C.w/SINGLE TOP OF IST FLOOR SUBFLOOR DRAWINGS FOR LEDGER CONNEC ION AL P.T.TOP PL AND P.T.BASE PLATE --------------- - r METAL JOIST HANGER-SEE STRUCTURAL --- — — ALIGN W/EXIST. 5/4"IRE DECKING-OR TO SELECT N Z N Q H J N o_ o 0 0 0 O v 0 0 0 0 C> � o 0 0 0 O N 0 0 0 O " w DECK JOISTS F.J.AS PER STRUC.PLA PER STRUC.PLANS PI DECK TENSION TIE-SEE T URED CONC..O.PO ° d°. ° STRUCTURAL DRAWINGS __________ FOUNDATION WALL d — ELE:=ALIGN WITH TOP • FLUSH BEAM-SEE STRUCTURAL PLANS 4 . ° OF EXIST CONC.WALL • ° P.T.POST-SEE STRUC.PLANS FOR •a z • . ADDITIONAL INFORMATION ° a. d ° '0 ° 4 ARGE EXPOSED •° ° CONC.WALLS e° . FINISH GRADE: • ° • 4 °. FINISH GRADE: . ° ° z e° ° WAY FROM HOUSE ° PITCH AWAY FROM HOUSE . ° 4 ° o • ° - ° ` ° a ° ° 8 a° . uu' °° 4° / ° ° °• CONC.STRINGER PAD-SEE STRUCTURAL ° °' ° DRAWINGS FOR ADDITIONAL INFO ° .. ° ° N ° ° • REFER TO STRUCTURAL DRAWINGS FOR ALL ° `4 / FOUNDATION,FRAMING&UPLIFT 4' • d e ° d°° / CONNECTIONS d 4 ° TYPICAL POURED CONCRETE FOUNDATION WALL ° °- 4 . ° 4 CONSTRUCTION: .• . „ ° 4 •° . j' . .° / SEE TYPICAL WALL SECTION&STRUCTURAL PLANS • ° .° ° °° °e DETAILS FOR ADDITIONAL INFO .4• d ° ° . • . ° d ° d . 4 ° v. . d / • . / TYPICAL CRAWL SPACE SLAB CONSTRUCTION ° 4 4• SEE TYPICAL WALL SECTION IN STRUCTURAL A° ° . . 4 a ° ° • PLANS&DETAILS FOR ADDITIONAL INFO ° 4 ° ° / TYPICAL POURED CONCRETE FOUNDATION WALL ° CONSTRUCTION: TYPICAL PORCH FOUNDATION CONSTRUCTION: 4 2'DRANABLE RIGID INSULATION(BELOW GRADE)(R-10) CRAWL ' ° A. ° BITUMINOUS WATERPROOF LAYER @ EXT.FOUND.WALL •d . d ; / SEE STRUCTURAL PLANS&DETAILS FOR ADDN'L INFO ° •a 4 • 4 . a • / PROVIDE TERMITE SHIELD AND SILL SEAL AT SILL PLATE(S) SPACE • . / e ° • • REINFORCED POURED CONCRETE FOUNDATION WALL AS PER ° , e ° " e. . ° ° UNFINISHED a / STRUCTURAL PLANS BY OTHERS 4 SPACE • • ` ° ; , r , °°d d ° ° d d°a m d ° 4 • d•' ° / TYPICAL CRAWL SPACE SLAB CONSTRUCTION ° ° • A • g ° ° ° ° . / ° . °d,. e °° • ° . , 4'POURED CONC.RAT SLAB(SEE STRUCTURAL PLANS) ° . /d °' •• . ° d IO MIL.POLY VAPOR BARRIER 4 °° . ° ° / ° 4 ° °i °a° • ° . j 8'CRUSHED STONE DRAINAGE LAYER .e 4. ° ° ° • . . / . ° ° .e ° . ° d, d TYPICAL P.CONC.CONT.FOOTING CONSTRUCTION: ° ° 4,• 6 r ° 4 • d d. ° / REFER TO STRUCTURAL DRAWINGS . 4 °° ° / • ° e 4 ° F ° a ° ° •d ° e STEP FOOTING TO ALIGN W/B.O.EXIST.FOOTING 4 ° d ° •d `° REFER TO STRUCTURAL DRAWINGS FOR ALL A. ° ° e° ° . FOUNDATION,FRAMING&UPLIFT ° 4 °. •° / �1 J CONNECTIONS ° d . • ° ° ° • • 4 II ! �1��-lam'"i° d A.° � /U�/ c =��.,, PROJECT TITLE; °° .a / 3 e °° 77 / KOCH RESIDENCE e d ° O ° • ' 735 MAJORS POND ROAD .� ° • e l v _ ° • ° TYPICAL P.CONC.CONT.FOOTING CONSTRUCTION: �/Q �C7 °O 4 ° ° ° • ° a . {�-� e°e • 4° I.REFER TO STRUCTURAL DRAWINGS ��3c � �w� a d ° . �✓✓`� ORIENT NY, 11957 ��J ��/lJ ��(`/ � )OC'� • " ° ° 8' e d 'lO �( ' ° FOOTING DRAIN a ° ° ° / 2.STEP FOOTING TO ALIGN W/B.O.EXIST.FOOTING CONNECT TO DRYWELL m ° / SHEET TITLE: ) /�v/ 1 ° ° ° SECTION DETAILS °d • d• . d d DATE: PAGE: TYPICAL WALL SECTION DETAIL @ NEW IST STORY � A •° °° �� ° as °� a d . COVERED PORCH DETAIL d ° • 2 = A-401dSCALE: 1-112" = 1'-0" . d SCALE: 1-112" 1'-0" SCALE: AS NOTED 7'-2" 7'-1" 8'-72„ 8'-72' 8'-72„ , DiLandro Andrews Engineering 158 County Rd. 39, Suite 10 5"CONCRETE SLABx12" Southampton, N.Y.11968 LO WIDE FOR BEARING OF Office: (631)259-3959 STAIR STRINGER Info@DiLandroAndrews.com \ Certificate No.: 0019523 1 ( O 1 ( O Professional Seal 5"CONCRETE SLABx12" _ WIDE FOR BEARING OF °O STAIR STRINGER �OF NEw y NENRy 0,9 m 5"CONCRETE BFp P9724'I WIDE FOR RI OF _ STAIR STIR GE 6 AR�FESSI13 6'-2" 6'-2" S-200 COORDINATE FINAL DIMENSIONS WITH HOT TUB MANUFACTURER 1 9'-7 01, TT OF NEW FOOTING TO MATCH 7 \ 8'-0"f 1'-31 8'-72" BO M OF EXISTING FOOTING — S-200 ( 1 V.I.F.] TOP OF WALL EL. _- 1'-2 1/8"t V.I.F. S-200 I � ) NEW 5"SLAB ON GRADE W/ WWF 4X4 W-2.OxW-2.0, OVER 1OMIL VAPOR BARRIER -8'-10" TOP OF WALL I � z EL. _- V-2 1/8"t V.I.F. I Q UN EXCAVATED OR WELL I 0— COMPACTED FILL 95% MODIFIED I z PROCTOR DENSITY, NO FINES OR 4 ORGANICS S-200 O TOP OF WALL 4 B 0 OF W F OTI T AT O M EX IN 00 NG 7 4 tb TT OF EW 00 G T MA H — S200 �- BO O F E STI FO IN EL. _- 1'-2 1/8"t V.I.F. S-200 I z S-200 S-2 —[4-6 ] - -� _j O I i - - - - - - - - - - - - - - ,� LL — — 7 S-200 29'-62" TOP OF WALL TT O OF W OT G T AT ELr--_-0'-11 1/2"t V.I.F. 0 M EX IN 00 NG Q 5" CONCRETE SLABx12" z WIDE FOR BEARING OF 1 STAIR STRINGER O r LEGEND S_201 c ry >_ Oz 0 - INDICATES FOUNDATION WALL. 4000 f— PSI COMPRESSIVE STRENGTH MIN. z FOUNDATION PLAN 0 UJ ® - fy INDICATES FOUNDATION WALL SHELF, M SEE DETAILS FOR SIZE SCALE: 1/4"= 1'-0" O r-, O 0- INDICATES TOP OF SLAB ELEVATION FROM DATUM ELEVATION Revisions No. Date Description [-x'-xx"] - INDICATES BOTTOM OF FOOTING 1 10/23/23 FOR PERMIT EL. FROM DATUM 2 11/14/23 FOR CONS 3 03/12/24 REV 1 - INDICATES CONTINUOUS/ISOLATED 4 _-/_-/__ FOOTING, 4000 PSI COMPRESSIVE s -/ -/ STRENGTH MIN. ( 1 - INDICATES 12" SONOTUBE w/ BF 28 Designed By : NM O BIG FOOT FOOTING, 4000 PSI Drawn By : NM Checked By : AA COMPRESSIVE STRENGTH MIN. INDICATES BASEPLAT'E TYPE. SEE DETAIL 1/S-400 Date : 10/19/2023 -S.F. - INDICATES STEPPED FOOTING. Scale: AS NOTED SEE DETAIL 8/S-200 NOTES: 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 4X4 W-2.OxW-2.0, OVER 1OMIL VAPOR BARRIER. S � i 00 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB FLOOR. Sheet# — — — — — — — — — — — — — - - r — — — — — — — — — — — — — — DiLandro — -0 2x42PT— — (4 2x12-PT- — — — —— 43 2xu PT_ 2-x-1 2-P:r-- — — -P�-2x42-RT— — Andrews 10-1900— 1 B-04 13 Engineering 158 County Rd. 39, Suite 10 ad Southampton, N.Y.11968 Office: (631)androAndr 259-3959 Info@DiLews.com CL Certificate No.: 0019523 (3)2x12 PT 19000 (3) 2x12 PT (3)2x12 PT - !_ a- 1900 1 B-04 K3 �f ;-- x C14 Professional Seal — — — — — —— — — ——— —— — — — —— — — — — — — —— — —— —— - of Netv eNR 0 r — — — — — — — — —— — — — — — — - 0 (3)2x12 P-N (3) 2x12 PT 2200id X 132200 1B-03 i - - -- - - - - - - - - - - - - -I — — — — — — — — —— -- —(3)-2-x4 2-PT-- a 2011 SS1 CL ao CL 20 x x (3)-2xl 2-PT- — — — Cq 2x12 LEDGER FASTENED I 2x12 LEDGER FASTENEDI I 2x12 LEDGER FASTENED 19 •0 AT 12"O.C.W/(2) LEDGER 5 5 AT 12"O.C. W/(�) LEDGER AT 12"O.0 W/(2) LEDGER S-301 LOK FASTENERS LOK FASTENEFIS -43)-2x4-2-RT—— —— < 6 — S-301 LOK FASTPRS 1--ftR. CL /L — — — — —— — — — — — — — —— — — — — — — — — — — — — — — L Li Li Li L Li Li Li Li I I L Up AIR MECHANICAL LAUNDRY ROOM E BOILER ROOM EXISTING NO CHANGE ,,, F C1 x Co > EXISTING NO CHANGE C. a 0 _j ;z z D C-4 < 00 2x12 LEDGER FASTENED 2X10 0 16*O.C. _j Ar_12_"',Q.C.W/(2) LEDGER _j Q. L V-N)STENERS W v 00 L E 0) 04 E 15 9 1. 6 x 0 0 ce) Cl) _j o(0 x1O (4) 1 4x9 1/4 LVL (4 1 3/4x9 1/4 LVL F 7 I B-06 I B-07 FINISHED cc U) BASEMENT C14 N W ct I_ C3 a2x E IE OIL TANK EXISTING NO CHANCE t El El n F1 R Fl F1 171 171 F-1 LL .00 1 1 1 2412 L I _P, AT 11mo.- SISTER NEW 2x12 TO EXISTING 2x FRAMING a0 M_ d FOR SUPPORT OF b NEW FIREPLACE (3) 2x12 1 IT (3)2x12 PT -E UP < S-201 0 0� 0 Z Lo 0 0-5 T-- n 0 z < z 7> FIRST FLOOR FRAMING PLAN Lij W Lr) 3 0� SCALE: 1/4"= V-13" 0 W 0 IL MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW (FT-KIPS) ek) Revisions - INDICATES STEEL COLUMN ABOVE BELOW BEAM MATERIAL 400 No. Date Description BEAM SIZE SPAN DIRECTION -INDICATES STEEL COLUMN ABOVE 1 10/23/23 FOR PERMIT NOTES: 2 11/14/232 FOR CONS RAFTER PITCH EXTENTS OF 4 DIRECTION FRAMING - INDICATES WOOD POST BELOW -INDICATES LOAD BEARING WALL BELOW 3 03/1 /2 REV 1 1. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. C-4 ad (2) 1 3/4x 11 7/8 LVL -INDICATES WOOD POST ABOVE BELOW - INDICATES LOAD BEARING WALL ABOVE 4 -44-_ ---- 3700 2B-01 C14 5 -44-- ---- 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A BEAM END REACTIO.N < ❑ -INDICATES WOOD POST ABOVE - INDICATES SHEAR WALL SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) MOMENT JOIST/RAFTER 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. Designed By BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER COLUMN N M OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : NM 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. Checked By : AA BEAMS / HEADERS JOIST RAFTERS COLUMN POST WALL 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. FRAMING LEGEND Date : 10/19/2023 Scale: AS NOTED HEADER SCHEDULE H-1 - INDICATES HEADER TO BE(2)- 1 3/4x7 1/4" LVL H-2 - INDICATES HEADER TO BE(2)- 1 314x9 1/4" LVL H-3 - INDICATES HEADER TO BE(2)- 1 3/4x1 1 7/8"LVL Sheet 4 DiLandro Andrews �--E— Engineering ON 158 County Rd. 39, Suite 10 DECK Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal OF NEty NSNRY 09 r- - - - - - - - - - - - - - - - - 0 = m ON I FpA 09 '20� ENCLOSED PORCH I q�FESSIONP� F — — i- - - � HOT TUB PRIVATE DECK 1 1 I z 8'X8' DNI z MASTER a BATHROOM 1 I 1 0 OUTDOOR 1 1 I 0 1 I 1 m ! 2Of — ABOVE/BELOW II - - -OPENING ENINGW HD N„ac HD /41R�B T-0 12 — - - — — — Z) N z1 KITCHEN xOCT AND MA NTAIN I 4 21'_ qX 0 Cj 0 _ I EXISTING FRAMING 1 14' N >x a. W - DININ ROOM U MASTER BEDROOM 2 X 3' I ANDB a 1 ' 4" x MBER 7/81VL ;Lrz 1''a4 a -s„ rn HD Q 0 o L— — —J N � _ _J i PROTECT AND MAINTAIN 2x10 NAILER I �3400 3 1 3/4x11 7/8 LVL 3400 GARAGE Q N PROVIDE BLOCKING N x EXISTING 2 0 FRAMING i �� d RB-01 nF - � Z I I BELOW LBW � M 1 1 3 cal 0— Q/ 0 — — — S-300 NIQ aw � - o -C-_ - - -_ _ � — — — — — — — 0 (2) 1 3/4x16 LVL '' 09 330� 300 v 2498— --(z�) C1 f L — I N R� J LF 2) 9 1/4 1L R os N LL o Who 000 I Q p x .- - - HD Z N ~ " OCND -_�N_ O L _ JI Z CUT BA JOISTS TO (� N Q 1 1 I I POWDER I r END AT ARIN WA W H-2 11 1 I SHOWER — — —t — o I O HD ( ) HD HD — — — — — — — I SW 1 CONTINUOUS ABOVE/BELOW OPENING Uoca - - = N = ILEVE N — — z a z . PROVID a W - - M I m LONG SIDE OF RR/CJ — — \u ON — — 0 — — HD Q UP S-201 GUEST BEDROOM FFICE I I z 16-0x II 0a� 9'-10" HD r ct Oz Q v � LLJ SECOND FLOOR FRAMING PLAN 0 LO 00 SCALE: 1/4"= 1'-0" 0 0 D_ MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW (FT-KIPS) +GO Revisions BEAM MATERIAL p - INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description BEAM SIZE SPAN DIRECTION GJ�G -INDICATES STEEL COLUMN ABOVE 1 10/23/23 FOR PERMIT NOTES: GJ 2 11/14/23 FOR CONS RAFTER PITCH EXTENTS OF ® - INDICATES COLUMN BELOW ® - INDICATES LOAD BEARING WALL BELOW 3 03/12/24 REV 1 1. &SW-X- INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION o FRAMING PROVIDE 2'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO ® (2) 1 3/4x 11 7/8 LVL ,—,�� `V ® - INDICATES COLUMN ABOVE/BELOW - INDICATES LOAD BEARING WALL ABOVE 4 BE 1 Od NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH 3�0o z6-o1 N 5 --/--/-- ---- SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIONQ ❑ - INDICATES COLUMN ABOVE 0 - INDICATES SHEAR WALL (LBS-WOOD) L MOMENT �—JOIST/RAFTER (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By : NM BEAM NUMBER Drawn By : NM SHEET S-300 FOR SCHEDULE. OVER BEAM 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Checked By : AA 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 10/19/2023 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 -INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL 8. ALL GIRDERS SHALL BE FLUSH FRAMED, U.O.N. H-2 - INDICATES HEADER TO BE (2)- 1 3/4x9 1/4" LVL S � l 02 H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL Sheet#