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HomeMy WebLinkAbout51842-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51842 Date: 04/18/2025 Permission is hereby granted to: Elliott Jones 2465 Gabriella Ct Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for. The area of disturbance must be less than 1 acre. Premises Located at: 2465 Gabriella Ct, Mattituck, NY 11952 SCTM# 108.4-7.50 Pursuant to application dated 03/11/2025 and approved by the Building Inspector. To expire on 04/18/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $9 8.00 CO-RESIDENTIAL $100M Total SMA00 Building Inspector ���� I Miry TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 4 Y Telephone (631) 765-1802 Fax(631) 765-9502 Iittp ://www, otliokdtoNvnny. (�)v Date Received �Q For Office Use Only PERMIT NO. ►r/ Building Inspector: A Applications and forms must be filled out in their entirety.Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town of Southold Owner's Authorization form(Page 2)`shall be completed. Date:02/05/25 OWNER(S)'OF PROPERTY: Name:Krista Jones SCTM#1000-108.4-7.50 Project Address:2465 Gabriella Court, Mattituck, NY 11952 Phone#:631-335-8175 Email:kristasjones@yahoo.com Mailing Address:2465 Gabriella Court, Mattituck, NY 11952 CONTACT PERSON. Name:Krista Jones Mailing Address:2465 Gabriella Court, Mattituck, NY 11952 Phone#:631-335-8175 Email:kristasjones@yahoo.com DESIGN PROFESSIONAL INFORMATION: Name:John McNeill Mailing Address:321 Riverside Drive, Riverhead, NY 11901 Phone#:516-376-8594 Email:john@mcneiIlarchitecture.com CONTRACTOR INFORMATION: l� Name. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 300,000 Will the lot be re-graded? ❑Yes 19No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? BYes ❑No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/deslgn professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPUCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Krista Jones ❑Auth/orized Agent BOwner 2.I Signature of Applicant: /G{,� Date: (, 2� STATE OF NEW YORK) SS: COUNTY OF U+f e) 1 li�- ) r\s -Q-3 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 —fdayof -tEipTuQ�'l .20 �; Notary Public LINDA B.SCHOLL Notary Public,State of New York PROPERTY OWNER AUTHORIZATION No.304858259 (Where the applicant is not the owner) lQualified in Suffolk County Oommission Exnires May 5,2C1 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project 2465 Gabriella Court Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Project SubType: None Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 2465 Gabriella Court Mattituck, NY I INIUMEMM Compliance: 4.8%Better Than Code Maximum UA: 105 Your UA: 100 Maximum SHGC: 0.40 Your SHGC: 0.40 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 minlmum-code home. Si ab-on-.grade traderaffs are no long eir considered In the UA or I,aeff rmance compliance(path in IRESchecic, tacllh slam ciri-girade asseirnbly In the e specified cllraaate zone must meet.the nninlrnu,uirsu energy code insulation Fk-valu,ue and depth irequ rism aims, Et3yelor)e Assemblies Ceiling: Flat Ceiling or Scissor Truss 371 49.0 0.0 0.026 0.026 10 10 Wall:Wood Frame, 16" o.c. 512 20.0 0.0 0.059 0.060 19 19 Door 1: Glass Door(over 50%glazing) 20 0.320 0.320 6 6 SHGC: 0.40 Door 2: Glass Door(over 50%glazing) 20 0.320 0.320 6 6 SHGC: 0.40 Door 2: Glass Door(over 50%glazing) 20 0.320 0.320 6 6 SHGC: 0.40 Door 1: Glass Door(over 50%glazing) 20 0.320 0.320 6 6 SHGC: 0.40 Window 1: Wood Frame 18 0.320 0.320 6 6 SHGC: 0.40 Window 2: Wood Frame g 0.320 0.320 3 3 SHGC: 0.40 Window 3: Wood Frame 18 0.320 0.320 6 6 SHGC: 0.40 Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 1 of10 Window 4: Wood Frame 18 0.320 0.320 6 6 SHGC: 0.40 Window 5: Wood Frame 45 0.320 0.320 14 14 SHGC: 0.40 Floor: All-Wood Joist/Truss 371 30.0 0.0 0.033 0.047 12 17 Compliance Statement: 'rhe proposed building design described here is consistent with the building plans, specifications, and other calcuiat'ions submitted with the permit application.The proposed building has been designed to meet the 2016 IECC requirements in RE check Version : R check-Web and to comply with the mandatory requirements listed in the REScheck inspection Checklist. John McNeill-Architect �(LGC.Yi 01/31/2025 Name-Title S"' attire Date Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 2 of10 REScheckr Version : REScheck-Web C�J( Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0/o 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. _._# m�.Se.ctio Pre-Ins,p,..e_ction/P.lan R. .w..,.l._e.w,..._..� Plans Ve;i f,l.e .. ielaV e Complies? om pli.e s? ..TComments/Assumptions &Re� Value JD. � ... 1031 Construction drawings ❑Complies 103.2 documentation demonstrate ❑does Not [PR111 energy code compliance for the ❑Not Observable building envelope.Thermal ❑No t Applicable envelope represented on pp construction documents. ...... .......... ..... .. ... ......, 103.1, Construction drawings and ❑Com plies 2, documentation demonstrate []Does Not 403.7 energy code compliance for []Not Observable [PR311 lighting and mechanical systems. ❑Not Applicable Systems serving multiple dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. 1, Heating and cooling equipment is Heating: Heating. OComplies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]7 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable sx, Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2Medium Impact(Ter 2) Low Impact(Tier 3) Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 3 of10 �........ ...... ,.,,w„ u�.,,..,. w........._ .. _...._.................,... .._....w� ...N. �,��.M .��,ww�...,.,,,........_........._._ .w. ..__ pection Compiles. Comments/Assumptions & 1le ID # Foundation Ins protective covering ..w..... . .... ._....... 303.2.1 A co g is installed w__�......... .. __... . _...��.� ...�.. ...... _�...._., _._.. ........ _.... ...._ _ ._ .... _._... __ p co to ❑Complies [FO11]2 protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 w, installed... ... �.� ing y.. ....... �. _.❑Doe�....... �.� ....�.. �. ...�.._� �........... 403 9 Snow-and ice-melting system controls;❑Com lies Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Hi g Imp act act. p (Tier Medwm impact_..... ..m..... p (T er .-... 3 Low Impact(Tier 3). 1) 2 2) Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 4 of10 Framing!Rou h-tn Inspection' ...., .._... . . w Complies? .. w.' _ gPlans Verified Field Verified Comments/Assumptions & Red ID 402.1.1 GlazingU-factor(area-weighted U ❑Compliese5 See mmenetsu�As Value Value ted U._....: g _ Assemblies 402.3.1, average). _ ❑Does Not table for values. 402.3.3, ❑Not Observable 402.51 ❑Not Applicable [FR2] 303.1.3 U-factors of : .�. _ -... -.. m„u_.. �. . ..... ......w.. fenestration products ❑Complies (FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration _ _-....... ... .._.. ....... ... . .... .. m,w a .: .... ...w, ._..... .. _.�.... Fenestration n that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/l.S.2/A440 [-]Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. .4.5 IC-rated recessed/fighting fiixtu eS.... .aa. ODoespNot.... ..........w_,........... .:.:...� 402 � lighting fix [FR16] sealed at housing/interior and labeled to indicate:52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403 3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= R-6 where < 3 inches.Supply and [:]Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for < 3 inches in diameter. 403.: .. ..........._..w.,...._ .-.__..... w . . �....,,, _......, �.:..:. 3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable, 403.3.5 Building._cavities are not used ,,..,.,_.. ..,��.. ... �. ...... .......w�... ..........�........_�..:... .. as ❑Complies [FR15]3 ducts or plenums. ❑Does Not e.a ❑Not Observable ❑Not Applicable [R17]� abovepi05 °g c For chilled fluids R.. . ..,_...�R_ .... w. .. ❑DoespNot .... .... _. ... ------.. below 55 QF are insulated to>_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 . _...Protection of ins u.........v_,,,,,,, ®...,,m.,. _., ..... ,. lation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. []Does Not ❑Not Observable ❑Not Applicable 40...6.. .. . Automatic or gravity dampers.. ...... ... .. m._._. ... .. _....... .....,....... mpers are ClComplies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable ...... ... ----. .. ._.- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 fe Impact(Tier 1) wMedium impact(Tier 2) µ ., .Low Impact(Tier Ri 3) L... .. ...... ._ ...._...��.. , _aci .._... Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 6 of10 # Insulation Plans Inspection Value fiedFFFFFFW] FielV lashed Compli._..-..W__..es?,-` .....Section _..._. .�._.,._ � .�..... omments/Assumptions p &Req.ID 7C 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑does Not provided. []Not Observable ❑Not Applicable .., Floor insulation R-value _ . . _..... M „ ❑ Wood ElDo mpNot^ table for value Envelope Assemblies 402.2.E ❑ Wood ...-_.... s. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Nat Applicable 303.2, in Floor .�....._..____....... ..,,.w.w. ..... ... ... .__.,,,. .. . -- r insulation installed per ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor 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. . r...,.. lu � ...s �. �Wood ❑ Wood ., ....-. _ .❑Complies table forEnvelope._sse li 402.1.1, 'Wall insulation R-value. If this i Assemblies 402.2.5, mass wall with at least /2 of the ❑Does Notvalues. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 l ........ ._ l installled pe.r..... .. _..... _._. . _...._.s. �Domplies _..... _..... I[IN4]1 manufacturer's es Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) f 2 Medium Impact(Tier 2} ` 3 pLow Impact(Tier 3) �_..... .......I. .. ...,..,,,,m._....r k .. .[_... ...... ... ... 4..,,, V_ .._.......w..... Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 7 of10 #Final Inspection ProvisionsnYYYry X^M1Plans Verifiedw X FieldVerified CompliesX� µ-Comments/A............... .... _... Value Value ons 0 n ssumpti Re D 402.1.1, Ceding insulation R-value, R Wood R Wood ❑Complies _ See the Envelope e Assemblies ...._ -_ velop es ❑Does Not table for 402.2.2, ❑ Steel Steel ❑Not Observable 402.2.E ❑ [FI1]1 Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every []Not Observable 300 ft2. ❑Not Applicable ........ ,..... ...... � ......w .......... � ........ 402.2.3 Vented attics with air permeable ❑Complies [FI2212 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch „and ... _. .,.., _. ___ door R- R- ❑Complies [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable �402.... Blower door test @ 50 P.......... . .._._. . ..-_. �.. ........ .. .. . _.....w Pa, <=5 ACH 50 = ACH 50 ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable �........ . _.... ............ _.....w __�.......w 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies (FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a []Not Observable pressure differential of 0.1 inch ❑Nat Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. [03.3..4p Duct Ohtn tightness test re system of< or ft cfm/100 m..ft c. ..._ _. ....__........ .._.....w_............ _... ............w.u........ fm/100 Complies 1 2 2 []Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ❑Not Applicable tests, verification may need to occur during Framing Ins ecUon. 403.3.2.1 Air handler leakage designated ❑Corplies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable ...._. _,,..... _,........w......,. _.....� .......... 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary []Does Not heating and cooling systems and initially set by manufacturer to ONot[]Not Observable code specifications, Applicable 403.1.2.. . .Heat pump thermostat installed �s,,. .,... ❑Co pli.e����. _.... ...m -.......... [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1.1 Hi h Im '.act(Tier 1) Medium Imp. m act(Tier 2} 3 ....c, ...Tie. g p2 p Low Impact(Tier 3) Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 8 of10 # Final Inspection Provisi PIanV luefied Field_ � � _. section ValueFed .,.. ....., p p ons � Complies? Comments/Assumptions &Re __. _..,...,._ . ,....,..a _.... .,e.,..,, w_... �„e.w. ... .e... ..........__ 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and airflow limits per Table R403._6.1. ❑Not Applicable 403.2.. ., Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature, 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The []Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply 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-� ........,,,� , .... rt .., .. ., _ „ ,,,mti o . .w............. . _..._.�..... _. ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping _..... ..... »�m .._ ........ .. ......... _�,,, ,�, ...�ro,., ...,. 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 104°F„ 4013 l 4 tDeste water heat recovery units..., m.�..,,..... ...� . „ rc. m. . „_ - .......... .. ....... ❑'Complies z d in accordance with CSA ❑Does Not 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. ...... ..._....... ._ ...._ .... „ro _. . ..... 404.1 90%or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 40.4.1.1 .Fuel gas lig�hting.systems have �OCo(F123]3 no continuous pilot light, ....... Does Not ❑Not Observable ❑Not Applicable _ ,,. ...,,,,,,,a.. .......... .... _.....,,,,..�. ..m... ..... 401.3 Compliance certificate posted.. ❑Complies [F17]2 []Does Not ❑Not Observable ❑Not Applicable mHigh Impact(Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 9 of10 # F Ins„ ectlan wovlsfons fans Value Cam Ile Nw ......lan Verlfled�. Field �.._.�.�._.........�._..�a. _..�...........�,..�... ae+tion Inal p Pr P Verifled p Value s? Comments/Assumptlons Re .O . ......... __. ... .. . _.. .__. ... (i3„3 Manufacturer manuals for []Complies (FIl 13 mechanical and water heating l]Does Not systems have been provided. FINot Observable Not Applicable Additional Comments/Assumptions: 1 Hi h Im act(Tier 1) 2 M Low Impact p act Tier 3) ..... ..._g.... p ... .._. .. . .. �ed�um]mpact 3 u_ ..__.__P ( ...... Project Title: 2465 Gabriella Court Report date: 01/31/25 Data filename: Page 10 of10 mi C 20,18 IECC �J( Efficiency Certificate IMEMENNESOMEMNOM Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): wigi Window 0.32 0.40 Door 0.32 0.40 NEMMMMMEMNMEMIZEM Heating System: Cooling System: Water Heater: Name: Date: Comments Fro ZI 3 PM 174 :ESTER 11.1-.BEATS011 G';tit;OF e ITO':n COWITY 9 r(nr C W P4 W C7 S� H W a w o o a C V 0 p !a€i 7592 203 2. No structure shall be erected, a:=e:ecf, ?l `ed .>r petr,itted to remain on any lot other zhnn one cetacaec single-fanily dweLLing not to exceed two stories :�o dwelling shall be erected, placed or per-,fitted to re�`''� on any lot unless it has an enclosed garage, attac:ec or arrached, for not less than one (1) car, and all such gat"ZO5 and any accessory building must conform in architectual ex- rerior design with the dwelling. aced or ermitCed to e d ! P dwelling shall be erect p 3. No $ , remain on any lot of the ranch type containing only one (1) story unless it shall contain a minimum of 1,100 square feet of living space, nor any colonial or cape cod type dwelling containing more than one (1) story unless sane shall have a minimum of 1,000 square feet of living space on the first floor of said structure, exclusive of open porches and garages. 4. Seeding, of ArAO9 and landscaping shall he completed within six (6) months from the date of the Issuance of a certificate of occupancy for any dwelling, erected upon nnv lot; and in the event, such seeding and landscaping is not completed within the said six (6) month period, then the Acveloper shall have the right r,o complete the said seedint and landsc piny, at the cost and ex- pense of the owner of said lot. 5, No trade or business of any icind shall be ac- vertised from or transacted on the premises, except that rhis covenant shall nor prevent a lawyer, accountant, physiclan, dentist, podiatrist, chiropractor, cltlropodist, optomecrint 2 6 t IE41592 PAGE 20� I III u: any ocher r..ember of the medical, dental, accounting, legal or allied occupation or profession from carrying on his occu- pation or profession on said premises provided such person also resides on said promises. Ilowever, veterin.rp medicine is specifically excluded as a permitted profession. 6. No signs of any :rind shall be displayed to pub U c view on any lot, except that one sign of not more than one (1) foot square, upon which shall be inscribed the name, and occupation or profession of the occupant of the premises, and signs used by the builder to advertise his property during the construction and sales period, shall be permitted. " 7. No animals, livestock or poultry of any kind shall be raised, bred or maintained on any lot, except fof dogs, cats, or other household pets, provided they are no-- raised, bred, or maintained for any commercial purpose, 8. No lot shall be used of maintained as a dw,.ping ground for rubbish, trash, o: garbage. All rubbish, trail or garbage shall be kept in closed sanitary containers, which containers shall be kept out of the public view and in the rear of the promises. 9. ':o fence, wall or hedge of over four (4) feet in height shall lie permitted within ten (10) feet of a side line, nor within fifty (50) feet of any street line, except that there will be no restriction as to height of fence, wall or hedge, or distance from side line as to the north line of Lot No. 5 and south line of 1.ot No. 6. lo. No clothesline, or other such t'lothex drying; implements, shall be maintained other titan In the rear yard area of the promtres. - 3 - V tlµµ' b ap l,w 7592 PAcE 2G5 11. itn building, fence, vall or othor serurrure shall 1-e erected or maintained, nor any change or alterarinn mat!" tIle"" unless the plans and specifications therefor showing the nnture, kind, shape, hei.pht, material, color scheme and legation of such structure, and the grading plans of t!ae lot, or plot, to be' built upon, have been approved in writing by, ind A copy thereof os finally approved, lodged permanently with the Developer, his heirs, successors or assigns. 12. ittsa<j ark anti rechar a laasIn - a. Construction of road - Eli,jah's Lane Estates shall install road improvements pursuant to the specifications of the Town of Southold in existence at the time the road is con- structed. b. 'Road easemett use of ark - All owners of lots, their guests and invitees, are hereby granted an easement for the purpose of ingress and egress in common with others, at their own risk, over the roads shown on said map. All owners of lots are hereby granted the right to use, (pursuant to reasonable regula- tions from time to time promulgated by Eli,jah's Lane Estates or by an association of property owners succeeding to the rights of Eli,jah's Lane Estates) in common with others, at their own risk, the area shown on the subdivision map as "park and recreation" hereinafter called "park". c. ti kee p of 'road ark and reclroar,e bas In - After the installations provided for in paragraphs (a) and (b) above, each lot owner shall be responsible for 1/18 of the cost of snow- plowing, upkeep, repair and maintenance in good condition of the _ 4 - L Ild 7592 PACE K6 roads and park area and recharge basin, and for 1/10 of the real estate taxes attributable to the roads and park area and recharge basin. All decisions as to the snowplowing upkeep and naintenance of the roads, park area and recharge basin, including decisions as to the extent and cost of any repairs therefor, shall be in the exclusive discretion of Elijah's Lane Estates, or its successors in interest, an association of property owners as hereinafter pro- vided. (Please tote: Elijah's Lane is a public highway, not part of the subdivision). d. E r nt of contributions b. Lot owners - While Elijah's Lane Estates holds title to the road, park and recharge basin, it will pay the taxes and expenses mentioned in paragraph (c) above, and will submit bills to the individual lot owners for their respective 1/16 contributions. Such bills will be paid in full to Elijah's Lane Estates by the then present Lot owners within ten (10) days after said bills have been mailed. e. J:a imum contribution of lot o%mers - In no event, while Elijah's Lary Estates holds title to the road, park and recharge basin, shall any lot owner be required to pay a sum in excess of fifty dollars ($50.00) per annum toward real estate taxes for the road, park and recharge basin, and snowplowing, up- keep, repair and maintenance of said facilities. f. Property owners" assoeiat:ion - 1. If, at anytime after one-third (1/3) of the lots have been conveyed by Elijah's Lane Estates, it decides to transfer title to the road, park and rechargo basin to a property owners' association, and if two-thirds (2/3) of the then lot owners 5 - W.R 7592 FACE 207 (exclusive Of the lots owned by Elijah's Lane Estates) vote to take title to said facilities, the conveyance shall he nadc. However, Elijalt's Lane Estates may withdraw its offer to convev the facilities at any time prior to receipt of %,ritten notification of the offer's acceptance. 2. If a conveyance is made to a property oa:nors' association pursuant to provision 1 above, ttiu o: a. All costs and expenses associated with the road, park and recharge basin shall thereafter be borne en- tirely by the property owners' association, b. The owners of all lots purchased from Elijah's Lane Estates shall be members of the property owners' association; Elijah's Lane Estates shall not be members of the property owners' association, c. Each member of the property owners' association shall be liable, on a per lot basis, for a share of the costs and expenses of the property owner%' association. d. Each member agrees to comply with the regulations for the use of the park, recharge basin and road facilities enacted by the property owners' association. A two- thirds (2/3) vote shall be required for the enactment of each such regulation. e. Upon a two-thirds (2/3) vote by the members of the property owners' association, title to the recharge basin, road and park shall be dedicated to the Town of Southold. 3. For purposes of Provisions 1, ?d .in,' ?, each lot owner shall have one (1) vote for each lot owned, whether - b - i �592 eac�208 ' improved or unimproved. p. Conveyance or dedication of road, park and I. Present intention to convev to property o�+ntrs' association - ,-�,�., . Elijah's Lane Estates, presently intends to convey title to the road, park and recharge basin to a property owners' association consisting of the lot owners. gowever, when and if such conveyance sliall be made it shall rest in the sole discretion of Elijah's Lane Estates. 2. Reservation of right to dedicate to Town of outitold - In lieu of conveying the road, park and re- charge basin to a property owners' association, Elijah's Lane Estates regerves the right, in its sole discretion to dediCaLe the road, park and recharge basin to the Town of Southold without the consent of the owner of any lot or of the holder of any lien thereon or any interest therein. 3, lnstrtwvetats re aired for e9crtication - if t Elijah's Lane Estates or the property owners' association decide to dedicate tht rc:.r*, park and recharge basin, and the Town of Southold requires any instruments to be signed by any of the persons re- ferred to in subparagraph 2 above, such person or persons shall execute such instruments upon written request. if such executed instruments are not received within tcn (10) days after the written request was made, the lot owner, lienholder or person with nny other interest therein, hereby authorises Elijah's Lane Estates 7 - �a RI 1 ati 1592 rye M or the property owners' association to execute the re4uir-i in- sCrumenes as its special agent. h. It is understood that in the event sections 2 , and/or 3 of Clijah's Lane Estates are created and a subdivision map of same is filed with the Suffolk County Clerk's Office, lots I on said subdivision shall also be granted tl-.c rights as set forth in provision 12 herein, and that as each section is added, the responsibility for taxes, cost of snow plowing, upkeep, repair and I maintenance of the roads, park area and recharge basin, and any additional facilities found within Sections 2 and/or 3 of Eli'jah's Lane Estates, shall be proportionately shared by all of the lnt owners in the existing Section 1 and/or Sections 2 and 3. It is also understood that owners of lots in Section 1 shall have the right to utilize any recreation, park, roads and recharge basin facilities to be constructed in Sections 2 and/or 3. 13. Fnsements for installation and maintenance of utilities and drwinage facilities across and under the premises j to be conveyed for a distance of five (5) feet from the lines of 'r the premises are hereby reserved to the Developer and his heirs, successors or assigns, who may grant permanent easements to public utility companies. 14. All dwellings and structures shall be enclosed within a perind of six (6) months from the date of the commencement of its construction. 15. 1f any lot owner, his heirs or assigns, sha1L violate or attempt to violate any of the covenanrs heroin, it shall be Lawful for any other person or persons oL:ince any ` 8 - PACE 21 �5 92 rea' property situated in said subdivision, to prasecutc an/ proceedinZs at law, or in equity, against the persons violat- in;; ui attcrprir, to violate any such covenant to prevent hin or thou from so doing, or to recover damages or other re- lies far such violation. 16. invalidation of any of these covenants by Judgwent or court order shall in no way affect any of the other provisions, which shall remain in full force and effect. 17. These covenants are to run with the land, shall be binding upon all parties and all persons claiming under them for a period of twenty-five (25) years from the date these covenants are recorded, after which tire said covenants shall be automatically extended for successive periods of ten (.C) years, unless an instruLnenc is recorded in rho Suffolk County Clerk's Office signed by the then owner of a ra;ority of the lots designated on the said nap, agree- ing to charge said covenants in whole or In psrt. 18. :,'utwithstandinS covenants :.o. 15, the 9eclarant reserves to himself the right to amend, alter or change any of the within covenants to the extent of lessening their restrictiveness. IN WITNESS WHEREOF, 1, JOSEPH SALAD, have hereunto set my hand and seal the day and year first above-wr en. oscp h So land STATE OF tiEi•. YORR) IL ss.: ,••^+" r' COUh'o OF SCFFOLK) µet•" 11yOn the "�' day of J.� + , 197y, before Kc per- Sit' :zonally cane SOSYPH SAIAND, to mr known i�d ketoe+n to +ae to be the cpP individual desert'-c+' in and who extcuto4i the forepto£ng Instrument, and acknowledged to me that tic executce the satw.,, 4,1 - 77.7 .. iublic " . 3.a-9.to taroo alsofiy c TITLE NO. ----- * BUILDER'S JOB NO. O o a E L I J A H S L A N E .4 Nm M A P O F E L I J A H S L A N E E S T A T E S S E C T I O N 1 S38'14'50"E 871.26' 1 . 1 .I N 1 Q � � O O^_ } � I � VACANT PROPERTY 'lam It J {O In nn of 3 S37'40'40'E O THE AREA LOCATED OUTSIDE OF THE BUILDING ENVELOPE 29,84' m I 1 FOR LOT 4IS AN OPEN SPACE CONSERVATION EASEMENT R = 25.00' Fd- p a L = 39.69't 613.91' -d - GABRIELLA COURT a L = 78.55' zo in N N40'09'50"W N36'31'50"W 423.50' : 124,25' 03442 50"i N /F A G N E S G R A B 0 W S K I PROPERT_ Y ZOO WFp• TOTAL PLOT AREA: SUFFOLK COUNTY TAX MAP DIST:1000 5ECT:108 BLK:04 LOT:7.5 PROPOSED FIRST FLOOR AREA; MAP NO:9913 DATE: BU RTON PROPOSED SECOND FLOOR AREA: BEHRENDT _ PROPOSED BASEMENT AREA: LOT(S)4 BLOCK PROPOSED GARAGE AREA: SMITH NEW 1 MAP OF ELIJAH'S LANE ESTATES SECTION 3 AC ELEVATIONS SHOWN HEREON REFER TO N.G.V.D._ t` �`or � , , LOCATION!MATT ITUCK � ENGINEERS M oaw¢s m.ry wrs rwuwnsRv�.c.n,a ouw r�cl yaa,m TOWN OF 50 UTHOLD,SUFFOLK COUNTY,NEW YORK ARCHITECTS mr aae.ru,�,yo w�wx.w na usna a..n+a m w arl.aaa.lom n re icr',r uuc - NEY. ENV >#I77/99 SURVEYORS +�mi r,coma ua unarm } SURVEYED:MARCH 21,1987 / / 24d EAST MAIN sT. a ' ` a[c�u+eRr� a+- + •.a.*�as.i4' CCRTIFIED TO: BUOVGDANTONA AUPERTI REV. 2/�7/90 FINAL SURVEYS B O1 4 f I (631)G 7 N.Y. 19 Did - - (631) 475-0349 �t}tAiTO SCALE:?"=100' FILE NO:87-359-4 FAX 475-0361 MAP OF EL1,1At-f`S LANE ESTATES, SECT. 3 OCATED AT MATTITUCK OF SOLT hOLu cur.uiK COUNTY,NEW t'O.RK 9913 #FILE No. ? _ 4A MARC" 1996 JT , > 1309 SLEDOCT 0 91996 TEST WLL :Y n FILED ="zsk�--�-SMT.' .,_, C -FAST I,—STPEET M _� CRK,,,e . 4 I A n'3 L A 4.` ,�,�Y r €e a �s=. 14m s..—Sx�-. t i ns. €�= a�x== _sn€ _s.x s€ae!en - L 3 = v:_ ti_ .-�.,,< .z c cr v ..x ij--s R _ �HI e E i N€V EST:Z4 -REBX s€CFCR Tl-S 't�b b "ENICATOD Try f SAME BEEN 71�`OWN, (( g DCN ; -Z-PRO,__ g s b -ANNNSG_BOARD AND AY__..-. 't�u REQ,: _ _r-,v x.e€ use:_.. -.._ CLOCK C`-.P,D L?. 71 COLN—TAX.u.,:,._ _ -g _ -i6CK—l-DHGGuE s k IAT k « a,F :: i e - - ---£f Y.K VCYRARRAEYf R-hE4lRi�Tiee ; _�tzt c O ,_L'vr 4.e1., _ ti kI -----_ s FY #Aid arg3b CO OTS S i R EW, <�«<_ � _ - WA ,: - '., t_ v E Y F i spa c ert.'a; _ ICAl T AYOUT S 98.a =�, ate: EXISTING COVERED PORCH 12.0' INTERIOR ALTERATIONS TO GARAGE ( EXISTING 2 STORY FRAME � 3 DWELLING o > ARCH IT C I U R NO.: 2465 p O W 0 321 RIVERSIDE DR 00 RIVERHEAD, NY 11901 O� §i o (516)376-8594 PROPOSED SINGLE °- 0 STORY ADDITION 17.3 PROPOSED o Tx 14' PERGOLA 26.7 PROPOSED DECK BUILDING DIAGRAM 293' SCALE: 1/8" = 1'-0" ELIJAH'S LANE C D Q ' Client Info S38014'50"E V 71 .26 KRISTA AND ELLIOT JONES — — — — — — — — — — — — — — — — — — — — — — 2465 Gabriella Court Mattituck, NY I � r Project Info ADDITION AND INTERIOR ALTERATIONS I I 00 TO AN EXISTING TWO STORY FRAME CN DWELLING I 2465 Gabriella Court I Mattituck, NY I I _ Q O w o I I N Q a O oS37040'40"E 0 � UD. I LU w ,co � 29.84 R4 U) o �E � Z m � w V) O 613.91 goo I � o ' I GABRIELLA COURT 0 R: 50.00' r-- I (50 WIDE) C - L 78.55' o No Cn � I 0 o CV 75.2' M Q} ! ; I N J I+,Aft3;: asa1 e� 0 i - � N� O i C6 Q� O I I N r— o 104 PLOT PLAN AND LO - - cn ZONING INFO N4000915011W ° � �� - - , - - - - --- - _ N36 3150 W 423.50 ---- — — N34042150"W 124.25 Drawn By Checked By J.E.M. J.E.M. PLOT PLAN Drawing No. SCALE: 1" = 50'-0" Sheet 1 of 9 A E 65'-0" 70, 171-4" 26'-8" 21'-0/1 / ,R i... H I i E `4.s t i \ E ol 12'-0" 8'-8" g1_g�� 4�� 4„ 321 RIVERSIDE DR I- <_ :)� RIVERHEAD, NY11901 FLITCH PLATE Y _ _ _ - - _ - - - - - _ 5/8" DIAMETER ANCHOR BOLT W/ (516)376-8594 (3) 1-3/4"x 16" MICROLAM LVL %7(2) J Z 7"MIN. DEPTH @ 36"O.C. (MAX.) w/(2) 1/2"STEEL PLATES 2x10 P.T. BEAM (DROPPED)(TYP.) I W/MIN. 3"X3"X1/8"WASHER AT o I w i 1 PLATE. EXISTING 2x10 t° I ( a I "' CU 1 00 3-1/2"x 3-1/2"STEEL COLUMN PROVIDE SIMPSON HD5B i 4 x4 P.T. POST ON o I HOLDDOWNS AT OUTSIDE FLOOR JOISTI I _ i i W � � O I F` ON THICKENED FOUND. WALL 16"0 CONC. PIER o/ a (0 1 3._0,� ON A 36"x 36"x 18"CONC. CORNERS TYP. / MIN. 36"BELOW ���� o r I ,� -� FTG. BELOW(TYP.) 3/8" BENT PLATE BRACKET I GRADE (TYP.) m 3-1/2"WIDE x 16"HIGH — I a ( tee"-`„ �. 1` '-i•': �1• "�'.— F� ',::•r'. (3) 1/2"BOLTS LO PROP. 2"x10" - o I � o O _ PROPOSED 3-1/2"x 3-1/2" C° I N i o LEDGER BOARD M 3'-0" - I ,I�--�, I 7' 6„ 6'_6" 6,_6" 6" 4"x4" P.T. POST ON TYP. (SEE DETAIL) _ :.' 0 8'-3" V.I.F. tV-6" 16"Ql CONC. PIER MIN. STEEL COLUMN x --, OW GRADE (TYP.) LL 3-1/2"x10"A/2"STEEL PLATE r — — — �- PROP. iv I o . 3/8 x 4 LAG SCREWS I b _ 2"POURED 1'-6" CRAWL SPACE O O I ~' I NOTE: CONNECT NEW 8" P.C. EXISTING 2x10 2x10 P.T. JST. Z0 ( I CONCRETE SLAB a _J FOUNDATION WALL ON A 16"x8" - - W/6 MILL VAPOR 2-9 V.I.F. I I P.C. FOOTING TO MATCH FLOOR JOIST a @16 O.C. BARRIER TYP. EXISTING ADJACENT. DOWEL zo 3-0 11 -2 I J EXIST.TO NEW W/#5 REBAR EXISTING(3) REMOVE 3-1/2"SECTION OF EXISTING / j w . EVERY 12"VERTICALLY.TYP. 2x12 GIRDER GIRDER TO RECEIVE NEW COLUMN M I 0 5/8"TYPE"X"GYPSUM I ' o BOARD ON CLG,& I CUT IN NEW 36"x36" Client Info _ WALLS AS PER CODE / ACCESS OPENING (TYP.) _ UP C° 3-1/2"A 0"A/2"STEEL PLATE a I KRISTA AND ELLIOT JONES w w/1/2"STIFFENER PLATES I CDCj 2465 Gabriella Court (BOTTOM ONLY) I ,= \ / p Mattituck, NY 3/8 x 4 LAG SCREWS N pp co 0 PROPOSED 31/2 x 31/2 X ( EXIST. STEEL COLUMN I I BASEMENT WI �- H.U. IProject Info CONTRACTOR TO PATCH EXISTING ADDITION AND INTERIOR ALTERATIONS - d � I i 11 BASEMENT CONCRETE SLAB C° TO AN EXISTING TWO STORY FRAME d I 12'-6" 161-4" DWELLING F 2465 Gabriella Court --_ -- e-- }--- -- -- -o- -- _ - -- -- __ o Mattituck, NY -I--- -�- .�___�_ PROP.2"10" J N 4"DIA. STEEL COLUMN I LEDGER BOARD 3-1/2"x 3-1/2"STEEL COLUMNS Q a . 8"&'418"STEEL BASEPLATE I I ON A 36"x 36"x 18"CONC. o TYP. (SEE DETAIL) � (4) 1/2"A0"ANCHOR BOLTS i FTG. BELOW POINT LOAD - Q NON-SHRINK GROUT FROM ABOVE(TYP.) o 3'x3'xl8"P.C. CONCRETE FOOTING -SEE DETAIL X U -_-- #5 REB - _ AR 10 o.c. EACH WAY TOP - 8�„ 00 AND BOTTOM (MIN. 3"CLEARANCE) c� p F- X J CO � O SD W C W O CO M I BO UP O D- U Fn- 3'-4" 13'-2" 20'-4" •� Z ri IT o o it- v7 � 0 o U F_ U) U I I L0 CV O LJ c` COLUMN & FOOTING DETAIL - - - SCALE: 3/4" = V-0" �EDAs ' �qW ARb,�4` 0 '. R PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" h 03f741 r1 4 Op N� FOUNDATION PLAN Drawn By Checked By J.E.M. J.E.M. Drawing No. A- 1 Sheet 2 of 9 4 S E "s t 291-4" 4'-0" Q 36" RAILING ARCHITECTURE °N 001 q 321 RIVERSIDE DR 171-4" 26-8" 21'-0„ R I V E R H EA D, NY 11901 o PROP. OPEN 81_811 8'-8" 16'�0" 10'-1" 10'-7" 7'-0" 14'-0" (516)376-8594 N DECK 10 r? 2-2x10 HDR 2- x1Q la WALL o iv i I b.�v. I0-, - d O -- OVEN A o O N U KITCHEN 3-2x12 HDR a Z ' 4'-0" '4'-2" 2'-0" jof z l�tA © o -- -- -o- -- ---�� o i O w I�,, Q o (2)2x8 P.T. BEAM (TYP.) J T' = o "' CL D 3.5"x 3.5"STEEL COLUMN a- U U6 U _ TO FOUND BELOW(TYP.) I I 4-8 0 O W ( I p = PROP. BRICK PATIO - o (; CO j[(3) BEAM CONNECTION w I I o `n N CISEE DETAILS vi I I - - - N W/PERGOLA OVER � i-(3) 1-314"x 9-1/4"_MICROLAM BEAM 1-3/4"x 9-1/4"MICROLAM BEAM_ � w/(2) 1/2"STEEL PLATES �i w/(2) 1/2"STEEL PLATES I I - -� 2x10 ROOF Q 3 i `D I EXIST. _ RAFTERS = °°IW DINING AREA w I BATH o I' 16" O.C. �g om I I I D @ �i i v 13�� � co � W FAMILY v 1--i � o ~ � o I 'o x U v ( -1 w ROOM iN N O N °° 'I PROP. SIN wpm a I COVERED 3 w ( i o = DECK Client Info -1 `�' ` ' SD ® KRISTA AND ELLIOT JONES Z� C° 14'-0" 12'-6" v Q co M " II _ 2465 Gabriella Court 6-8 o 2x10 CEILING CABINET _ Mattituck, NY JOISTS D" N @16" O.C. ISTING HEADER c� 3.5"x 3.5"STEEL COLUMN _ 5-8 2-8 I EXIST. N Project Info TO BEAM BELOW(TYP.) E5E) Q 1' GARAGE ADDITION AND INTERIOR ALTERATIONS I' mCDE' TO AN EXISTING TWO STORY FRAME i N ) d _ DWELLING p (0 2465 Gabriella Court O N EXIST. a L DINING ROOM Mattituck, NY 12'-0" LIVING ROOM I I " EXIST. o 1'-0" 'I'-0" 3" N 6" 6 1/4" 6" o I I FOYER a N � 1 I UP Q r ti N 20'-8" 0 0 - 0 0 17'-0" Q coo Q S 13'-0" 7o r o 0 o rn o o '— -- 2-2x12 HDR � FIRE BLOCKING: SOLID BLOCKIN04 G 1 ?� N _ TO BE INSTALLED BEHIND O 2x10 LEDGER BOLTED TO EXISTING Z FLITCH PLATE BOLT PATERN BEAM BRACKET STRUCTURE w/1/2 LAG SCREWS. p a c> o LEDGER WHERE NECESSARY c o INSTALL JOIST HANGERS AT ALL Ln 0 o EXISTING FLOOR JOISTS. � 0 zo COVERED PORCH STEEL BRACKET -SEE DETAIL Cl) z (3)3/4"BOLTS THROUGH Q o FLITCH PLATE (D N -W o C) N 0 M FLITCH PLATE PROPOSED FIRST FLOOR PLAN (3) 1-3/4"x 9-1/4" MICROLAM LVL w/(2) 1/2"STEEL PLATES SCALE: 1/4" = 1'-0" � �Q%11 ARC} FLITCH PLATE o} v (3) 1-314"x 16"MICROLAM LVL w/ ' 1 i- (2) 1/2"STEEL PLATES ~- ,th V 4 Al - 0d B741 �Q4 I, O fi N!�%N DOOR SCHEDULE WINDOW SCHEDULE LEGEND MARK QTY. SIZE STYLE NO. TYPE MNFT REMARKS MARK QTY. STYLE NO. TYPE REMARKS _ NEW FOUNDATION 1 1 (2)T-0`4--8" - SOLID CORE COMPOSITE HINGED DOOR - EXTERIOR A 1 (3)3'-2"x 4'-9" DOUBLE HUNG EGRESS SEE DETAILS 2 2 3'-0"4'-8" - SOLID CORE COMPOSITE HINGED DOOR - EXTERIOR B 2 (2)3'-0"x T-O" DOUBLE HUNG NEW INTERIOR FIRST FLOOR 3 1 (2)1'-6"x6'-8" - SOLID CORE COMPOSITE HINGED DOOR - INTERIOR C 2 3'-0"x 3'-0" (2)3'-2"x 4'-9" DOUBLE HUNG WALL&PARTITION 4 4 (2)2'-6"x6'-8" - SOLID CORE COMPOSITE HINGED DOOR - INTERIOR D 4 3'-2"x 4'-9" DOUBLE HUNG EGRESS WALL EXTERIOR PLAN 5 1 1'-6"x6'-8" - SOLID CORE COMPOSITE HINGED DOOR - INTERIOR E 1 (2)3'-2"x 4'-9" DOUBLE HUNG EGRESS NEW WINDOW 6 2 2'-0"x6'-8" - SOLID CORE COMPOSITE HINGED DOOR - INTERIOR Drawn By Checked By 7 4 2'-6"X6'- - SOLID CORE COMPOSITE HINGED DOOR - INTERIOR 8" SOLID CORE COMPOSITE HINGED DOOR O NEW DOOR J,E.M, J.E.M. HARDWIRE SMOKE Drawing No. 1. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH 2. EMERGENCY ESCAPE AND RESCUE WINDOW O SID A-2 THE FRAME OR BY FRAME CLIP, OR THROUGH THE FLANGE.ANCHORS OPENING MUST CONFORM TO RESIDENTIAL CODE OF SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION TO ADEQUATELY N.Y.S. R 310.1.1 /R 310.1.2./R 310.1.3/R 310.1.4 TRANSFER LOAD. Sheet 3 of h. ro r ARCHITECTURE E 321 RIVERSIDE DR RIVERHEAD, NY 11901 (516)376-8594 - - - - - - - - - - - - - - - 1 i Q I I nninn in inn � I I i I7 1 i I 1 12'-3" 9'-2" 12'-10" 6'-10" 2'-11" 1 i 0° @) Client Info ` 9'-0„ 2-2x10 HDR 2-2x10 HDR JJ „ ,- „ 2-2x10 HDR 2-2x10 HDR - - - - - - - - - - - - - - - - - - - - - - - - - - - KRISTA AND ELLIOT JONES 14-0 -0 5 0 11 -8 41 2465 Gabriella Court 2'-0" �- _ � � I Mattituck, NY LLJ U:) N BEDROOM#2 ® o m EXIST. DEN o o J BATH 0 1 Project Info ASTEREFRAME CHIMNEY AS NEEDED w/2x4 STUDS @ o N MBATHR 5'-6" 1 _ ADDITION AND INTERIOR ALTERATIONS O 16"o.c. AND 1/2"CDX iv SD TO AN EXISTING TWO STORY FRAME E cM I PLYWOOD (SEE ELEVATION X O D I 2D WELLING o cv 465 Gabriella Court I FOR FINISH) (REDIRECT N � 0 I Mattituck, NY FIREPLACE DUCTWORK) O SD o O Q co 6 PROP. `� I o 70 M DN BATHQ) N a I CL Q SD © 0 O SD PROP. 0 1 4,-4„ CLOS. i:, O SD 1 MASTER 1 z BEDROOM PROP _ ® I (n o ME ALK-IN r'' p a C) -c o CLOS. BEDROOOM#4 9I I ai z BEDROOOM#3 1 O PROP. CC 9'-0" CLOS. ° „ I c~n 12-4 4-0 3-4 13-0 I z 2-2x12HDR — — — — — — — o U O � o }, N 0 22'-011 221-0" o 44'-0" FW '1p . B741 PROPOSED 2nd FLOOR PLAN SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN Drawn By Checked By J.E.M. J.E.M. Drawing No. A-3 Sheet 4 of 9 APCHITECTUPE rh RIDGE r - - - - - - - - - - - - - --- - - 2r 11-112" - - RIVERHEAD, NY 11901 (516)376-8594 rh TOP PLATE - TOP - - - - - - - - - Li Ll 12 - - -- - _ - -- -- rh--SECOND FLOOR -- -- - -- - - -- - _ - - --- - - �J-12' FIRST FLOOR Client Info --- KRISTA AND ELLIOT JONES 2465 Gabriella Court GRADE Mattituck, NY FRONT ELEVATION Project Info SCALE: 1/4" — 1'-0" ADDITION AND INTERIOR ALTERATIONS TO AN EXISTING TWO STORY FRAME DWELLING 2465 Gabriella Court Mattituck, NY t-h RIDGE - - - - - - - - - - - - - - -- - -— - - - - ------- - - - - -- --- - - - O 2T 11-1/2" ---- - O a �- TOP PLATE- - - - - - - - - - -- -- - -- -- -- - -- - -- ---- - - - - - - C Z w � o - - - - -_7 Ll -- U) - - - - -- 12 - - -- -- - rh SECOND FLOOR - _ - _ _ _ LO 12'11-1/2" -------------------- i FIRST FLOOR . I .i` j. 193 6741 �1 °fi N GRADE REAR ELEVATION SCALE: 1/4" = 1'-0" ELEVATIONS Drawn By Checked By J.E.M. J.E.M. Drawing No. A-4 Sheet 5 of 9 A, 321 RIVERSIDE DR �IDGE - - - _ _ _ _ - - - R H EA D, NY 11901 2T 11-1/2• - - - - - - - - - (516)376-8594 -- -- - -- - -------- TOP PLATE - --- -- -- - - --- --- ----------- -- _ — -- -- - 12 rSECOND FLOOR Client Info FIRST FLOOR _ _ — _ -�� :_.: - KRISTA AND ELLIOT JONES 2465 Gabriella Court --- ---- --- - -- -- ----- _ --- — ------- --- --- Mattituck, NY GRADE 0 El 0 E:1 El Project Info o'-o• ADDITION AND INTERIOR ALTERATIONS TO AN EXISTING TWO STORY FRAME - RIGHT ELEVATION DWELLING SCALE: 1/4" = 1'-0" 2465 Gabriella Court Mattituck, NY -v a� 0 RIDGE r 11-1/2" a Z :� 5 (p_ TOP PLATE — -- - -_ ------_— -- — ---- ------ -- �Jo Z ■ U F-- Z -- — - O Lo � N SECOND FLOOR �F)ARC} - - --- - ------------------ _--- - 10 I I lhli 1Vmm I rh FIRST FLOOR �+-yx BT41 - - --- ---- - - -- C� ,,�,,-t GRADE 0'-0" LEFT ELEVATION ELEVATIONS SCALE: 1/4" = 1'-0" Drawn By Checked By J.E.M. J.E.M. Drawing No. A-5 Sheet 6 of 9 IDGE — — — — - — — — — NU 2T 11-1/2" 1 1 == 12 12 -- \\\\ --------------------------- r -------� r---�I 6 1 6 -- ---_-i I 11 EXIST. EXIST. EXIST. I� I I 11 q BEDROOM BATH BEDROOM 9 EXIST. 11 =_ BATH I I I I I I I I EXIST. 1 11 I I \ i N I I WALK-IN I I I yT� yT� i ��TOP PLATE Y Y Y x\ 11 i() 1 ©, k- ' I-FF- 21'-0" — — — — - - EXISTING EXTERIOR 1JL FF- ------�r---� OW 11 CLOS. 11 CLOS. y L--_-_-_J L WALL TO REMAIN �' -:9 WALL y GAF-40 YR.ARCHITECTURE ASPHALT ,P C H' I E C T U RE �\ Ow 00 ; ROOF SHINGLES 30#ROOFING FELT EXIST. C��I f_ MASTER q BEDROOM#2 12"EXTERIOR PLYWOOD 321 RIVERSIDE DR FBEDROOM �� EXIST. BEDROOM o0 2 x10 R.R.wl HURRICANE CLIPS @16 O.0 R I V E R H EAD NY 11901 BEDROOM1 2x8 C.J.@ 16"O.C. / OPEN TOBELOW i 12 R49 BATT INSULATION B 5 I— 2'GYPSUM BOARD (516)376-8594 ,7 • 11 B' 13'D" SECOND FLOOR ALUMINUM GUTTER --------------------------- 12'11-1/2" 1"FASCIA TRIM I I VENT SOFFIT I I FLITCH PLATE CLAP BOARD SIDING EXIST. (3) 1-3/4"x 9-1/4"MICROLAM TYVEX WRAP -- COVERED LVL w/ 2 1/2"STEEL PLATES 1/2"CDX PLYWOOD PORCH EXIST. o ( ) FAMILY 2X6 STUDS @ 16"O.C. LIVING ROOM 00 ROOM R-20 BATT.INSULATION 1/2"GYPSUM BOARD(TYP.) 2nd FLOOR DEMOLITION PLAN 3/4"PLYWOOD SCALE: 1/8"=V-0- 2"X8"FLR.JST.@16"O.C., rh FIRST FLOOR _ _ R-301NSUL.(TYP.) 5/4"DECKING nil 2710"P.T.DECK JOISTS PROP. @16"O.C.TYP. DEMOLISH EXISTING EXIST. CRAWL SPACE WALLS,WINDOWS,ETC. BASEMENT GRADE GRADE I' �%"� T E U SIMPSON GALV.BASECBS44 BATH BATH O Z ` f LIN EXIST. I I EXIST. ExlsTch f EMBEDMENT INTO FOIOTING TYP. i+ FAMILY ROOM I I NOOK KITCHEN I I L J 4"x4"ACQ POST ON ow A 16"DIA.X36" OCC ;r 5 ` J ul� II DEEP P.C.FTG.TYP. Client Info L=__� Y STEP FOOTING 1A- " SECTION 1 -1 AS REQUIRED 8"CONCRETE FOUNDATION ,T GARAGE BY CODE TYP. KRISTA AND ELLIOT JONES EX1ST. ,% EXIST. E>asT. SCALE: 1/4"=1'-0" WALL ON A 16"x8"P.C.FTG. 2465 Gabriella Court TY LIVING ROOM FOYER DINING P.SEE DETAIL 1 /DWG A.2 Mattituck, NY iV s a• 17-0" 21Y-8• 2"P.C.SLAB,6 MIL VAPOR BARRIER OVER WELL P COMPACTED FILL TYP. Project Info 1T-0- �; ADDITION AND INTERIOR ALTERATIONS EXIST. TO AN EXISTING TWO STORY FRAME COVERED PORCH DWELLING 2465 Gabriella Court Mattituck, NY -v a� RAFTERS AS PER PLAN 0 ASPHALT FIRST FLOOR DEMOLITION PLAN I OVER 30#R FELT NON a SCALE:1/8"=1•-O' I NEW 4"VENT THRU ROOF ROOF 1/2• CDX PLYWOOD Q I 1'x6' FASCIA BOARD SOFFIT VENT I (TYPICAL) 4'x4' A.C.Q. 2" 2" 2" r (2)-2'x10 HEADER POST C 1-1/2" — 2'�—1- -1/2"(—i-—— —1- — —f 1 V2' 1%r— 1 1/rr - —-1 2" - —— -r-�/T Z I aa 0 ere \\ r I PROP 1 II1 WASHER I EXIST. I I PROP. I II t(Won -Qo DEMOLISH PROP. LV AV LAV. EXIST. P ( O . SIMPSON H-8 HURRICANE P TOIL Q d " ------ EXISTING PROP. IEXIST. TOLET TIE JOISTS •L _ZO(PROP. 1 O.C. WINDOW SHOWR TUB SHOWR 10 TO HEADER V� 2 N(2)-2-X10- GIRDER O o BOROONCU3,11 2ND FLR. z s A PER CODE 3 3" 3" 3" 3" 4" 3" 3" 2'x10' DECK :2 SIMPSON CBSQ44- C~U� JOISTS O.C. C.O. 4" 4" 4" C.O. SDS2 GALVANIZED 1 o POST BASE 7' MINIMUM (c~n X 1 N 18'ox36' DEEP r EMBEDMENT z DEMOLISH EXISTING DEMOLISH EXISTING — — CONCREfE SLAB,XISTI CONCRETE SLAB 2" r POURED CONCRETE Z O I FOOTING,AND I1-1/2' — Tr — —r-1/2 1-1/r PIER (TYPICAL) () // \ I I I I PROP. I PROP. EXISrl> _� I LAV.T I TOILET 1 KITCHEN I SINK KITCHEN N 2• r KISTFLR. PORCH DETAIL N.T.S. 0 c IT `- 3" 4" 3" 3" W N 4" C.O. 26'-2• 13'-7 24'D• SHEATHING � �+y I� A � SIDING �`i O� UP FLASHINGCD R WATER TIGHTNESS AR DECKING 40�0 .,�,0'I`I J> APPROVED JOIST HANGERS 4' 2X LEDGER WITH FASTENERS IN O I ACCORDANCE WITH TAKE R507.2 }21LMIIAULIDEVICE +� r 1 I BASEMENT HOLD A-T 4 LOCADONS!NEVENLY DISTRIBUTED 750 LB.CAPACITYI FLOOR S , +� ALONG DECK AND ONE WITHIN 24"OF EACH END SHALL THE LEDGER.N HOLD-DOWNDECK JOIST DEVICES HOLD-DOWN MANUFACTURER.L_- -- -------------------------J sHALLFULLYETJCJLGEDECKJOISTPER 1 'r ,J �^J`C_` -3$7AT A FULLY THREADED r ONMETER LAG SCREW � ,��„/,! F� 4-XHCICONNECT PLUMBING RISER DIAGRAM �OF�� � 1911`` TO EXISTING HOUSE TRAP SEWER SYSTEM SCALE:3/8=1'-0" LEDGER DETAIL N.T.S. BASEMENT DEMOLITION PLAN SCALE:1/8"=T-0" NOTE.THIS DETAIL IS APPUCABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. R507.9.2 LATERAL CONNECTION. LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A STRUCTURE PLANS CAPABLE OF TRANSMITTING THEM TO THE GROUND. DEMO AND SECTION Drawn By Checked By J.E.M. J.E.M. Drawing No. A-6 Sheet 7 of 9 TABLE 3.1 (NAILING SCHEDULE) JOINT DESCRIPTION # OF NAILS NAIL SPACING ' ROOF FRAMING GROUND SNOW LOAD-20PSF i Rafter to Top Plate (Toe-nailed) (see Table 3.3A) per rafter AS PER FIGURE 301.2(5)GROUND SNOW LOAD FOR NYS Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.3A) per joist WIND SPEED-130 MPH Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.7) each lap AS PER FIGURE 301.2(6)BASIC WIND SPEEDS FOR 50 YEAR Ceiling Joist Laps over Partitions(Face-nailed) (see Table 3.7) each lap MEAN RECURRENCE INTERVAL Collar Tie to Rafter(Face-nailed) (see Table 3.4) per tie AS PER FIGURE R301.2.11 DESIGN CRITERIA-WHERE WIND Blocking to Rafter(Toe-nailed) 2- 8d each end SPEED IS 110 MPH OR ABOVE SHALL BE DESIGNED IN Rim Board to Rafter(End-nailed) 2- 16d each end ACCORDANCE WITH THE AF&PA WOODFRAME CONSTRUCTION ARCHITECTURE MANUAL FOR ONE AND TWO FAMILY DWELLINGS-WFCM WALL FRAMING SEISMIC DESIGN CATEGORY-C Top plate to Top Plate (Face-nailed) 2-16d per foot AS PER FIGURE R301.2(2)INTERNATIONAL RES.CODE SEISMIC 321 RIVERSIDE DR Top Plate at Intersections(Farce-nailed) 4- 16d joints-each side DESIGN CATAGORYSUBJECT TO DAMAGE FROM WEATHERING SEVERE R I V E R H EA D, NY 11901 Stud to Stud (Face-nailed) 2-16d 24"o.c. AS PER FIGURE R301.2(3)WEATHERING PROBABILITY MAP FOR (516)376-8594 Header to Header(Face-nailed) 16d 16"o.c. along edges CONC. Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2 x 4 stud 3- 16d per 2 x 6 stud FROST LINE DEPTH-3' 4- 16d per 2 x 8 stud AS PER R403.1(1)CONCRETE AND MASONRY DETAILS Bottom Plate to Floor Joist, Band Joist, 2- 16d per foot TERMITE-MODERATE TO HEAVY End Joist or blocking (Face-nailed) AS PER R301.2(6)TERMITE INFESTATION MAP FLOOR FRAMING DECAY-SLIGHT TO MODERATE AS PER R301.2(7)DECAY PROBABILITY MAP Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist WINTER DESIGN TEMP.-SUFFOLK CTY II-NASSAU COUNTY 13 Bridging to Joist (Toe-nailed) 2-8d each end AS PER N1101.2 CLIMATIC CONDITIONS FOR NYS Blocking to Joist(Toe-nailed) 2-8d each end ICE SHIELD AND UNDERLAYMENT REQUIRED-YES Blocking to Sill or Top Plate(roe-nailed) 3- 16d each block AS PER N SEC 905.7.1-IN AREAS WHERE THE AVERAGE TEMP.IN Ledger Strip to Beam (Face-nailed) 3- 16d each joist JANUARY IS 25 DEGREES F(4 DEGREES C)OR LESS OR WHEN TABLE Joist on Ledger to Beam (Toe:-nailed) 3-8d per joist R301.2(1)CRITERIA SO DESIGNATES.AS ICE BARRIER THAT CONSISTS Band Joist to Joist(End-nailed) 3- 16d per joist OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHERING Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d per foot POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE ROOF SHEATHING POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF BUILDING. Structural Panels 8d 12"o.c. Diagonal Board Sheathing *CODE COMPLIANCE NOTE* F2 1"x6"or 2-8d per support THIS PROJECT COMPLIES WITH THE 2020 RESIDENTIAL CODE OF N.Y.S. Fi 1"x10 or wider 3-8d per support THA218 THE MECHANICAL CODE OF N.Y.S., CHAPTERS 12 THROUGH 24,THE i,: PLUMBING CODE OF NY STATE, CHAPTERS 25 THROUGH 32,AND THE H2.5 CEILING SHEATHING ELECTRICAL CODE OF NY STATE, CHAPTERS 33 THROUGH 42. MTS12 Gypsum Wallboard 5d coolers 7"edge/10"field H10 Client Info WALL SHEATHING A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. Structural Panels 8d 12"o.c. B.NAILS SPACED AT 6"OC AT EDGES,12"AT INTERMEDIATE SUPPORTS EXCEPT 6"AT KRISTA AND ELLIOT JONES Fiberboard Panels SUPPORTS WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL TRUSS AND RAFTER 2465 Gabriella Court 7/16" 6d 3"edge/6"field PANEL&PARTICLE BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305. CONNECTIONS TO Ly Mattituck, NY 25/32" 8d 3"edge/6"field NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON,BOX OR CASING. WOOD TOP PLATE Gypsum Wallboard 5d coolers 7"edge/10"field C.COMMON OR DEFORMED SHANK. Hardboard 8d 12"o.c. D.COMMON. Particleboard Panels 8d 12"o.c. E.DEFORMED SHANK. Project Info Diagnonal Board Sheathing F.CORROSION RESISTANT SIDING OR CASING NAILS. • ADDITION AND INTERIOR ALTERATIONS 1"x6"or 1"x8" 2-8d per support G.FASTENERS SPACED T OC AT EXTERIOR EDGES&6"OC AT INTERMEDIATE SUPPORT. 1"xl0"or wider 3-8d per support H.CORROSION RESISTANT ROOFING NAILS WITH 7/16"DIA HEAD AND I W"LENGTH FOR TO AN EXISTING TWO STORY FRAME 1/2"SHEATHING AND 13/4"LENGTH FOR 25132"SHEATHING. DWELLING FLOOR SHEATHING I.CORROSION RESISTANT STAPLES WITH NOMINAL 7/16"CROWN AND 1 1/8"LENGTH FOR 2465 Gabriella Court 1/2 SHEATHING AND 1 112 LENGTH FOR 25/32 SHEATHING.PANEL SUPPORTS AT 16 (20 BP Mattituck, NY Structural Panels OF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) SP4 1"or less 8d 6"edge/12"field J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES,12"AT INTERMEDIATE SUPPORT. SP1• � " .� " K.PANEL SUPPORTS AT 24".CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES,12"AT aD greater than 1 10d 6 edge/6 field > INTERMEDIATE SUPPORTS. H2.5 0 1x6 or 1x8 2-8d per support (2)H4 Diagnon Board Sheathing I.FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD ° ° o- ° a 1"xi 0"or wider 3-8d per support STRUCTURAL PANELS. ° ° < M.STAPLES SHALL HAVE MIN.CROWN WIDTH OF 7116". ° N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4"OC AT EDGES,FAT • MAS4. .) INTERMEDIATE SUPPORTS. °MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 0.FASTENERS SPACED 4"O.C.AT EDGES,8"O.C.AT INTERMEDIATE SUPPORTS FOR SUBFLOOR&WALL SHEATHING AND Y OC AT EDGES,6"AT INTERMEDIATE SUPPORTS % .•: ( REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE ) FOR ROOF SHEATHING. SILL PLATE TO z USE LIVE LOAD DEAD LOAD P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE. FOUNDATION w •e i (n O EXTERIOR BALCONIES 60 PSF 10 PSF a o RIDGE DECKS 40 PSF 10 PSF R905.25 FASTENERS STRUCTURAL RIDGE SIMPSON STRONG TIE WITH o PASSENGER VEHICLE GARAGES 50 A PSF AS PER PLAN FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, SIMPSON STRONG TIE CEIL COLLAR TIES @32"O.C. � 0 ALUMINUM OR COPPER ROOFING NAILS,MIN.12 GAGE SHANK W/A MIN.3/8"HEAD ASTMF CATHEDRAL CEILINGS CS-20X18"MIN.WITH(7)10D v ATTICS WITHOUT STORAGE: (ROOF BELOW 3 PITCH) 10 PSF 10 PSF 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS& A MIN.OF 3/4" (R-R) COMMON NAILS PER RAFTER SHINGLE RIDGE VENT ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 PSF 10 PSF INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 314"THICK. INSTALLED OVER PLYWOOD RIDGE CAP EXHAUST AIR THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT ROOF z ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF SHINGLS SHALL HAVEA MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN SHINGLES 1/2"TO Ov SLEEPING ROOMS 30 PSF 10 PSF ONE OF FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 MPH OR FELT PLYWOOODD GREATER&THE EAVE IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM 2 VERTICAL PAPER SHEATHING �, STAIRS 40 PSF 10 PSF O C-' UNITS IN 12 UNITS HORIZONTAL UP TO 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL UNITS o N GUARDRAILS AND HANDRAILS 200 PSF 10 PSF SHALL BE TWO LAYERS. p ROOF LOADING LIVE-GROUND SNOW LOAD 30 PSF 10 PSF i FTER ° ° ° TABLE R402.2 RIDGE AIR TABLE R301 .5 MINIMUM SPECIFIED COMPRESSIVE BOARD MIN. ROOF LIVE LOADS IN TYPICAL RIDGE VENT DETAIL �g w AR6 ID POUNDS-FORCE PER .F STENGTH OF CONCRETE 4c Al S . O F �. � _ MINIMUM SPECIFIED a FACE MOUNT HANGER HIP RAFTER HORIZONTAL PROJECTION TYPE OR LOCATION OF COMPRESSIVE STRENGTH (fc ) SIMPSON STRONG TIE GALV.MTL.TIES @ EACH SIMPSON STRONG TIE(LUS) STUD P.OF ALL ti TRIBUTARY LOADED AREA IN S.F. CONCRETE CONSTRUCTION WEATHERING POTENTIAL LUS26,LUS28,LUS26-2 #Ls70 ) ; Alt � -S7 FOR ANY STRUCTURAL MEMBER NEGLIGIBLE MODERATE SEVERE Lus 28-2,Lus210-2 p36741 �C7 FLOOR JOISTS ROOF SLOPE 0 TO 200 201 TO 600 OVER 600 BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,500 CONCRETE NOT EXPOSED TO THE WEATHER FLAT OR RISE LESS BASEMENT SLABS AND INTERIOR SLABS ON THAN 4 IN. PER FT. (1:3) 20 16 12 2,500 2,500 2,500 • GRADE, EXCEPT GARAGE FLOOR SLABS. ' RISE 4 IN. PER FT. (1:3) TO 16 14 12 BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR d d HD38 LESS THAN 12 IN. PER FT. (1:1) WALLS &OTHER VERTICAL CONC.WORK EXPOSED 2,500 3,000 3,000 MTS12 HCP2 • RISE 12 IN. PER FT. TO THE WEATHER. DETAILS (1:1)AND GREATER 12 12 12 PORCHES, CARPORT SLABS AND STEPS EXPOSED 2,500 3,000d,e 3,000d,e TO THE WEATHER, AND GARAGE FLOOR SLABS. TOP PLATES R905.2.5- FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS MIN 12 GAGE SHANK WITH A MIN TABLE R 301.2(1) 3/8" HEAD ASTMF1667 OF A LENGTH TO PENETRATE THROUGH THE ROOFING Drawn By Checked By AND A MIN OF MATERIALS 3/4" INTO THE ROOF SHEATHING WHERE THE ROOF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONTINUOUS CORNER SHEATHING IS LESS THAN 3/4"THINK THE FASTENERS SHALL PENETRATE SUBJECT TO DAMAGE FROM 1,2 HIP CORNER PLATE POST STRAPPING POST BASE GALV.MTL.TIES J.E.M. J.E.M. THROUGH THE SHEATHING R905.2.6-ASPHALT ROOF SHINGLES SHALL HAVE A GROUND WIND SEIMIC WINTER ICE SHIELD FLOOD SIMPSON STRONG TIE HCP SMPSON STRONG TIE SIMPSON STRONG TIE @ BLOCKING SNOW SPEED DESIGN WEATHERING FROST TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS ( ) MINIMUM OF SIX FASTE14ERS 3/8" PER SHINGLE WHERE THE ROOF SLOPE IS IN LOAD (MFH) CATEGORY LINE DEPTH TEMP REQUIRED HCP2-2"X MEMBER SIZE VERTICALHD38 #ABA44 Drawing No. ONE OF THE FOLLOWING; CATEGORIES: THE BASIC WIND SPEED IS 110 MPH OR HCP4-4"X MEMBER SIZE A-7 GREATER AND THE EAVE IS MORE THAN 20'ABOVE GRADE. 20 PSF 130 C SEVER 3' M-H S-M 110 YES METAL STRAP TIE DETAIL Sheet 8 of 9 L NOTES GENERA DIVISION i FOUNDATIONS AND SLABS SHALL BE COMPACTED TO TIE INTERSECTING WALLS WITH TRUSS TYPE SHALL BE FOIL FACED(TYPICAL) GENERAL NOTES: A MINIMUM OF 96%MAXIMUM DENSITY IN REINFORCING 16"O.C.VERTICALLY TO EXTEND 2' MUD SILL SHALL BE OF WOLMANIZED LUMBER 2X8 ACCORDANCE WITH THE MODIFIED PROCTOR TEST. ABOVE FOR ALL MASONRY CONSTRUCTION BELOW PLATE,SECURE TO FOUNDATION WALL WITH'/? INSULATION: 1.2 X 6 WALLS=R-19 THE CONTRACTOR SHALL VISIT TIIE SITE AND VERIFY MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE GRADE. DIAMETER ANCHOR BOLTS,MAX.6-0"O.C.,AND MAX. 2. CEILING&ROOF=R-38 ALL CONDITIONS. ANY DISCREPANCIES,VOIDS OR FOR ANY EXCAVATION ADJACENT TO FOOTINGS. 2 FEET FROM CORNERS. 3. FLOORS OVER UNHEATED SPACES=R-38 PROBLEMS SHALL BE REPORTED TO THE ARCHITECT REINFORCING: BEFORE SUBMISSION OF BID. A SUBMISSION OF BID WHERE WALLS ARE POURED TO GRADE,THE PROVIDE LINTELS OR HEADERS AT ALL OPENINGS, NOTE:INSULATE ALL ATTIC SPACES AND ALL SHALL IMPLY CONTRACTOR ACCEPTANCE OF THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH TRUSS TYPE,CONTINUOUSLY WELDED WIRE AS WHETHER OR NOT INDICATED ON THE PLANS. EXTERIOR WALLS. DRAWINGS AND ALL EXISTING CONDITIONS. CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE MANUFACTURED BY DURO-WALL OR EQUAL,9GA; HEADERS AT NON-BEARING CONDITIONS SHALL BE AS THE WORK ADEQUATELY TO PREVENT DEFORMATION FOLLOW MANUFACTURER'S INSTALLATION DETAILS. FOLLOWS: FLASHING: DURING THE COURSE OF CONSTRUCTION IF OR COLLAPSE. 1F 4'-0"OR LESS...................................3-1/2"X 9-1/2" MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT PROVIDE MISC.ANCHORS AND TIES AS REQUIRED. LVL FLASHING WORK SHALL INCLUDE ALL FLASHING OF EXISTING CONDITIONS,REQUEST OF CLIENT, ALL MATERIALS USED FOR BACKFILL SHALL BE FREE MINIMUM 14GA GALVANIZED STEEL OR 3/8" 1F 6-0"OR LESS...................................3-1/2"X 11-7/8" REQUIRED FOR A COMPLETE INSTALLATION OF NEW ARCHITECT,ETC.THE CONTRACTOR SHALL SUBMIT OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 DIAMETER GALV.STEEL ROD. OR ROOFING,TRIM,ENTRANCES,ALL INDICATED ON ARCHITECTURE TWO WRITTEN COPIES OF A CHANGE ORDER WITH INCHES IN DIAMETER,LENGTH OR WIDTH. 5-1/4"X 9-1/2"LVL DRAWINGS. REPAIR AND/OR REPLACEMENT OF THE AMENDED PRICE. THE CONTRACTOR SHALL NOT MORTAR: IF 8'-0"OR LESS...................................5-1/4"X 11-7/8" GUTTERS AND DOWNSPOUTS AS REQUIRED TO CONTINUE WITH ANY CHANGES UNTIL HE RECEIVES WATER SHALL NOT BE ALLOWED TO STAND IN LVL CREATE A WATER TIGHT JOB. 321 RIVERSIDE DR WRITTEN AUTHORIZATION FROM OWNER OR EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS USE TYPE"M"MORTAR CONFORMING TO ASTM C-270 IF A HEADER IS NOT INDICATED AT A BEARING ARCHITECT. SET. CONTRACTOR SHALL REMOVE SUCH WATER AT CONDITION,INFORM THE ARCHITECT BEFORE FLASHING FOR ROOFING SHALL BE COPPER SHEET: R I V E R H EA D, NY 11901 HIS WON EXPENSE. ALL MORTAR SHALL BE MIXED A MINIMUM OF 5 PROCEEDING. ASTM, 160Z.(0.0216")(COLD ROLLED). SEPARATE ALL IF IN THE COURSE OF CONSTRUCTION,A CONDITION MINUTES IN A MECHANICAL BATCH MIXER. DO NOT DISSIMILAR METALS WITH BITUMINOUS COATING. (516)3 /�7 6-HS94 EXISTS WHICH DIFFERS FROM THAT AS INDICATED ON TEMPORARY SHEET PILING,SHORING OR BRACING RE-TEMPER AFTER 2 HOURS HAS ELAPSED. DO NOT ALL WALLS(EXTERIOR)SHALL BE BRACED AGAINST JOINTS TO BE SOLDERED. THESE PLANS,THE CONTRACTOR!SHALL STOP ALL SHALL BE PROVIDED AS REQUIRED TO MAINTAIN USE MORTAR,WHICH HAS ELAPSED. DO NOT USE LATERAL LOADS BY STRUCTURAL SHEATHING, 16 GA. RELATED WORK AND NOTIFY THE ARCHITECT. EXCAVATION BANKS IN A SAFE AND STABLE MORTAR,WHICH HAS BEGUN TO SET. STEEL STRAPPING,OR LET IN IX4 CORNER BRACING. DIVISION 8 SHOULD HE FAIL TO FOLLOW THESE PROCEDURES CONDITION. DOORS AND WINDOWS: AND CONTINUE WITH THE WORK, HE SHALL ASSUME MAINTAIN A CONSTANT JOINT WIDTH THROUGHOUT MICROLAM: ALL RESPONSIBILITY AND LIABILITY ARISING THERE NO BLASTING SHALL BE PERMITTED. THE WORK. UNLESS OTHERWISE INDICATED OR WINDOWS: (SEE WINDOW SCHEDULE.) FROM. NOTED. JOINTS SHALL BE A MINIMUM'/."WIDE. SCOPE: CONTRACTOR SHALL RETAIN A LICENSED CIVIL THIS WORK INCLUDES THE COMPLETE FURNISHINGS WINDOWS BY LOW-E GLASS. SIZE AND FUNCTION AS THE ATA DOCUMENT A-201 (LATEST EDITION) ENGINEER TO PERFORM ALL DESIGN AND MORTAR MATERIALS SHALL BE AS FOLLOWS: AND INSTALLATION OF ALL"MICRO-LAM"LUMBER INDICATED-CONTRACTOR TO VERIFY SIZES,(ROUGH "GENERAL CONSTRUCTIONS,OR THE CONTRACT FOR SUPERVISION RELATED TO EXCAVATION, -PORTLAND CEMENT:CONFORM TO ASTM C-150,TYPE BEAMS AS SHOWN IN THE DRAWINGS,HEREIN OPENINGS)WITH MODEL NUMBERS PRIOR TO CONSTRUCTION"SHALL PREVAIL WHENEVER UNDERGROUND UTILITY SERVICES, I. SPECIFIED AND NECESSARY TO COMPLETE THE WORK. ORDERING WINDOWS,AND TO REPORT ANY POSSIBLE. (SUBSTANDARD-LESS THAN 2-TON/SQ.FT.)SOILS -QUICKLIME:CONFORM TO ASTM C-5,PLANT MIXED DISCREPANCIES TO ARCHITECT. ENCOUNTERED,ROADS,AND SITE STRUCTURES NOT ONLY AND THOROUGHLY SLAKED PRIOR TO USE. MATERIALS: ALL WORK SHALL CONFORM TO THE 2010 NEW YORK USUALLY CONSIDERED ARCHITECTURAL IN NATURE. MAX MAGNESIUM OXIDE=8% THE MICRO-LAM LUMBER BEAMS SHALL BE PROVIDE AND INSTALL ALL INSECT SCREENS AND STATE RESIDENTIAL BUILDING CONSTRUCTION CODE -HYDRATED LIME:CONFORM TO ASTM C-207,TYPE S. MANUFACTURED FROM MICRO-LAM BRAND HARDWARE AS REQUIRED. (LATEST EDITION)AND ALL RULES AND ALL BASEMENT WALLS BELOW GRAD SHALL BE -AGGREGATE:CONFORM TO ASTM C-144,OR C404, PARALLEL LAMINATED VENEER LUMBER UTILIZING REGULATIONS THEREIN AND WITII ALL OTHER DAMP-PROOFED WITH TWO COATS OF ASPHALTIC, SIZE#2. AGGREGATE SHALL NOT EXCEED FOUR 1/10"OR 1/8"THICKNESS DOUGLAS FIR VENEER GLUED ALL GLASS WITHIN 18"OF FLOOR TO BE TEMPERED. AGENCIES HAVING JURISDICTION. SELF-PRIMING PLASTIC CEMENT,TROWEL OR SPRAY TIMES THE PORTLAND CEMENT. UP IN A CONTINUOUS PIECES WITH ALL GRAIN APPLIED TO WALLS IF WATER TABLE IS DETERMINED -WATER:POTABLE PARALLEL WITH THE LENGTH OF THE MEMBER. DOORS: (SIZE AS INDICATED ON PLANS) THE CONTRACTOR SHALL MAKE SURE THAT ALL TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB -MOISTURE RESISTANT ADDITIVE: AMMONIUM LAMINATED VENEER LIMBER SHALL BE OF SINGLE TRADE'S WORK CONFORMS TO FEllERAL,STATE AND ELEVATION. BENTONITE OR 60 ML LIQUID STEZRATE,ALUMINUM TRISTERATE,OR CALCIUM ONE-PIECE LENGTH,FREE OF RINGER JOINTS,SCARF SKYLIGHTS:(AS INDICATED ON PLANS.UNLESS MUNICIPAL CODES(BOCA)AND ORDINANCES. THESE WATERPROOF MEMBRANE AS MFR. BY ANTI-HYDRO SEPARATE. JOINTS OR MECHANICAL CONNECTIONS IN FULL OTHERWISE NOTED SKYLIGHTS TO BE BY SHALL SUPERSEDE DRAWINGS,NOTES AND OR EQUAL SHALL BE USED IF WATER TABLE IS LENGTH. "ANDERSEN"-LOW-E GLASS.) DIMENSIONS INS ALL CASES. THE ARCHITECT SHALL HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE DIVISION 5 BE NOTIFIED OF SUCH CHANGES BEFORE WORK IS IN THE FIELD. MTSC. METALS: MEMBERS: DIVISION 9 STARTED. NON-FAMILIARITY WITH GOVERNING VENEERS SHALL BE DRIED AS REQUIRED.ADHESIVE FINISH SCHEDULE: RULES AND REGULATIONS WILL NOT BE CAUSE FOR DIVISION 2 STEEL WORK,IN GENERAL,SHALL CONFORM TO THE USED TO LAMINATE THE VENEER SHALL BE AN"EXTRA"BILLING. IN THE EVENT THAT WORK HAS SITE WORK: FOLLOWING AMERICAN INSTITUTE OF STEEL WATERPROOF,MEETING THE REQUIREMENTS OF INTERIOR WALLS AND CEILING: TAPE AND SPACKLE TO BE REPLACED FOR NON-COMPLIANCE,THE CONSTRUCTION STANDARDS. ASTM D-2559-76,UNIFORMLY APPLIED TO THE VENEER DRYWALL,3 COATS(1 PRIME,2 FINISH). TAPE SHALL CONTRACTOR SHALL BE HELD RESPONSIBLE IF HE LANDSCAPING:ALL TREES AND SHRUBS WHICH AT THE REQUIRED SPREAD RATE. BE FIBERGLASS TYPE. WALLS AND CEILING TO BE HAS NOT NOTIFIED THE ARCHITECT BEFORE INITIAL INTERFERE WITH THE CONSTRUCTION OF THIS -CODE OF STANDARD PRACTICE FOR BUILDERS AND READY FOR PAINT. ALL DRYWALL SHALL BE INSTALLATION. PROJECT SHALL BE REMOVED;AND NEW BRIDGES DESIGN: ATTACHED TO FRAMING WITH SCREWS,MAX. 12"O.C. ORNAMENTAL TREES AND SHRUBS PLANTED,NEW -SPECIFICATIONS FOR THE DESIGN,FABRICATION, MICRO-AM LUMBER BEAMS SHALL BE DESIGNED TO Client Info THE CONTRACTOR SHALL MAKE ANY CORRECTIONS LAWN AREAS SHALL BE SEEDED AFTER FINISHED AND ERECTION OF STRUCTURAL STEEL BUILDINGS, MEET THE DIMENSIONS AND LOADS INDICATED ON INTERIOR TRIM:ALL TRIM JOINTS TO BE FILLED WITH REQUIRED BY THE ARCHITECT.APPROVAL OF GRADING IS COMPLETE. INCLUDING THE COMMENTARY AND SUPPLEMENTS. THE PLANS. ALL DESIGNS SHALL BE IN ACCORDANCE WOOD FILLER AND SANDED READY FOR PAINT. KRISTA AND ELLIOT JONES DRAWINGS OR SCHEDULES SHALL,NOT RELIEVE THE -SPECS FOR STRUCTURAL JOINTS USING ASTM A-325 WITH STANDARD ENGINEERING PRACTICE. CONTRACTOR FROM RESPONSIBILITY FOR STORM DRAINAGE:CONTRACTOR WILL VERIFY OR A490 BOLTS. COMPLETE DESIGN CALCULATION SHOWING MEMBER DIVISION 10 2465 Gabriella Court DEVIATIONS FROM DRAWINGS AND SPECIFICATIONS, REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM FORCES AND STRESSES AND ALLOWABLE LOAD ARE SPECIALTIES:IF USED,SPECIFIED ON PLANS. Mattituck, NY UNLESS HE HAS CALLED ATTENTION TO SUCH DRAINAGE. COMPLY WITH THE FOLLOWING AMERICAN WELDING TO BE AVAILABLE UPON REQUEST FOR EACH DEVIATIONS(IN WRITING)AT THE TIME OF SOCIETY STANDARDS: MICRO-LAM LUMBER DESIGN. THE DESIGN OF THE DIVISION I I SUBMISSION OF BID AND SECURED WRITTEN SOILS: AWS D1.1 STRUCTURAL WELDING CODE MICRO-LAM LUMBER BEAMS IS TO BE UNDER THE EQUIPMENT: APPROVAL. NOR SHALL IT RELIEVE HIM FROM AWS D12.1 REINFORCING STEEL WELDING CODE SUPERVISION OF A REGISTERED PROFESSIONAL Project Info RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS, ENGINEER AND IN ACCORDANCE WITH THE NRB APPLIANCES SUPPLIED BY OWNER AND INSTALLED SCHEDULES OR THE PROPER PERFORMANCE OF AND OTHER SUCH WORK AS MAY BE NECESSARY TO COMPLY WITH ASTM A-6,GENERAL REQUIREMENTS ACCEPTANCE,AND PROVISIONS OF THE NATIONAL BY CONTRACTOR. CONFIRM REQUIRED ADDITION AND INTERIOR ALTERATIONS MECHANICAL EQUIPMENT AND CONTROLS. THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL FOR DELIVERY OF ROLLED STEEL PLATES,SHAPES, DESIGN SPECIFICATION FOR WOOD 1984.L MECHANICAL/ELECTRICAL HOOK-UPS. TO AN EXISTING TWO STORY FRAME TRENCHES FOR FOOTINGS,FOUNDATIONS,SLABS, SHEET PILING,AND BARS FOR STRUCTURAL USE. THE WORD"PROVIDE"SHALL MEAN TO FURNISH AND ETC.SHALL HAVE LEVEL,SOLID AND UNDISTURBED PROTECTION: DIVISION 12 DWELLING INSTALL ALL MATERIALS NECESSARY TO COMPLETE BOTTOMS. CONFORM TO VARIOUS ASTM STANDARDS,AS NOTED, THE MICRO-LAM LUMBER BEAMS,LIKE ANY OTHER FURNISHINGS:NOT USED 2465 Gabriella Court THE WORK IN ACCORDANCE WITH ACCEPTED AND ALL REQUIREMENTS OF THE GOVERNING WOOD PRODUCT,SHALL BE EL Mattituck, NY CONSTRUCTION STANDARDS AND MANUFACTURER'S ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS/ AUTHORITIES. DIVISION 13 RECOMMENDATIONS. SQUARE FOOT,CONTRACTOR SHALL VERIFY IN FIELD. PROTECTION: SPECIAL CONSTRUCTION:NOT USED MATERIALS PROPERTIES: THE MICRO-LAM LUMBER BEAMS,LIKE ANY OTHER ALL ITEMS SPECIFIED ARE TO ESTABLISH QUALITY OF FILL USED OR ENCOUNTERED UNDERNEATH WOOD PRODUCT,SHALL BE EXERCISED DURING DIVISION 14 > WORK;PRODUCTS OF OTHER MANUFACTURER'S FOUNDATIONS AND SLABS SHALL BE COMPACTED TO 1. STRUCTURAL STEEL SHAPES,PLATES,AND BARS HANDLING TO PREVENT DAMAGE TO THE BEAMS. CONVEYING SYSTEMS:NOT USED OL CL EQUAL IN DESIGN,COLOR AND QUALITY MAY BE A MINIMUM OF 96%MAXIMUM DENSITY IN SHALL BE ASTM A-36. SUBSTITUTED IF APPROVED BY THE ARCHITECT AS ACCORDANCE WITH THE MODIFIED PROCTOR TEST. 2. COLD FORMED STEEL TUBING SHALL CONFORM HARDWARE: DIVISION 15 Q MEETING ESTABLISHED DESIGN AND FUNCTIONAL MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE TO ASTM A-501 ALL HARDWARE IS TO BE FABRICATED BY OTHERS MECHANICAL:PROVIDED BY HVAC CRITERIA. FOR ANY EXCAVATION ADJACENT TO FOOTINGS. 3. STEEL PIPE:ASTM A-53,TYPE E OR S,GRADE B. ACCORDING TO DETAILS CONTAINED IN THE ENGINEER/ENGTNEEER BLACK FINISH,EXCEPT WHERE INDICATED TO BE CONTRACT DRAWINGS. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WHERE WALLS ARE POURED TO GRADE,THE GALVANIZED. WITH THE BEST-ACCEPTED TRADE PRACTICES AND AS CONTRACTOR SHALL BACKFILL AGAINST THEM WITH 4. ANCHOR BOLTS,ASTM A 307,GRADE A, INSTALLATION: PER MANUFACTURER'S RECOMMENDATIONS. CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE NON-HEADED TYPE. THE MICRO-LAM LUMBER BEAMS ARE TO BE H THE WORK ADEQUATELY TO PREVENT DEFORMATION 5. ALL STEEL SHALL RECEIVE ONE OF RED OXIDE INSTALLED IN ACCORDANCE WITH THE PLANS. w CONTRACTOR IS TO INDICATE TO'THE ARCHITECT OR COLLAPSE. PRIMER AFTER FABRICATION IN SHOP. TEMPORARY CONSTRUCTION LOADS BEYOND LIMITS U) O THE PROPOSED DATES AND HOURS DURING WHICH INDICATED THEREON ARE NOT PERMITTED. HOLES, ZO U WORK SHALL BE PERFORMED. THE CONTRACTOR ALL MATERIALS USED FOR BACKFILL SHALL BE FREE ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY CUTS OR NOTCHES NOT PREVIOUSLY APPROVED BY SHALL PREPARE AND UPDATE MONTHLY OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 BRACING FOR LATERAL STABILITY UNTIL THE THE ENGINEER SHALL NOR BE MADE. THE FINAL U o CONSTRUCTION SCHEDULES;COMPLETION DATE MAY INCHES IN DIAMETER,LENGTH OR WIDTH. STRUCTURE IS FULLY BRACED BY THE INSTALLATION ERECTION OF THE MICRO-LAM LUMBER BEAM SHALL Z NOT BE EXTENDED WITHOUT WRITTEN NOTICE. OF PERMANENT STRUCTURE: BE UNDER THE DIRECTION OF QUALIFIED Ix p WATER SHALL NOT BE ALLOWED TO STAND IN CONSTRUCTION SUPERVISOR. CONTRACTOR SHALL OBTAIN ALL REQUIRED EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS DIVISION 6 BUILDING PERMITS,APPROVALS,UNDERWRITERS SET. CONTRACTOR SHALL REMOVE SUCH WATER AT WOOD: LATERAL NAIL HOLDING AND WITHDRAWAL ARE AS �- CERTIFICATE,"C OF O,"AND/OR COMPLETION FOR HIS WON EXPENSE. PROVIDED IN THE CODE FOR DOUGLAS FIR SAWN 0 ALL WORK INDICATED FOR AGENCIES HAVING STRUCTURAL LUMBER: LUMBER. NAILS INSTALLED PARALLEL TO THE GLUE U JURISDICTION. TEMPORARY SHEET PILING,SHORING OR BRACING LINES ON THE NARROW FACE SHALL NOT BE SPACED SHALL BE PROVIDED AS REQUIRED TO MAINTAIN ALL STRUCTURAL LUMBER SHALL BE CONSTRUCTION CLOSER THAN 4 INCHES FOR 10-PENNY COMMON �n CONTRACTOR IS TO SUPPLY OWNER,IN WRITING,A EXCAVATION BANKS IN A SAFE AND STABLE GRADE DOUGLAS FIR-SURFACE DRIED TOMAX. 14% NAILS AND 3 INCHES FOR 8-PENNY COMMON NAILS. N WAIVER OF ALL LIENS FOR HIMSELF AND ALL CONDITION. MOISTURE CONTENT,STRESS GRADED LUMBER. NAILS INSTALLED PERPENDICULAR TO THE GLUE Q SUPPLIERS AND SUBCONTRACTORS,AT THE TIME OF LUMBER SHALL HAVE THE FOLLOWING MINIMUM LINES ON THE WIDE FACE SHALL BE INSTALLED IN EACH PAYMENT REQUEST. NO BLASTING SHALL BE PERMITTED. STRESS PROPERTIES: ACCORDANCE WITH THE CODE. THESE NAILING SPECIFICATIONS ARE BASED ON A MEMBER AT LEAST DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS CONTRACTOR SHALL RETAIN A LICENSED CIVIL FB=900 PSI 3/,"THICK AND 3-1/2"WIDE. HOLDING POWER OF SUPERCEDE SCALED DIMENSIONS.. ENGINEER TO PERFORM ALL DESIGN AND FV=75 PSI BOLTS INSTALLED PERPENDICULAR TO THE GLUE SUPERVISION RELATED TO EXCAVATION, E= 1,700,000 SINGLE USE LINES IS AS PROVIDED IN THE CODE FOR DENSE �� BOOM CLEAN AFFECTED AREAS AND CARTS AWAY UNDERGROUND UTILITY SERVICES, DOUGLAS FIR. (+G R ALL DEBRIS. (SUBSTANDARD-LESS THAN 2-TON/SQ.FT.)SOILS ALL STRUCTURAL LUMBER SHALL COMPLY WITH \1 �ARt ENCOUNTERED,ROADS,AND SITE STRUCTURES NOT AND BE ERECTED IN ACCORDANCE WITH THE SPECIFIC APPROVAL IS REQUIRED FOR OTHER THAN '� } � ' CONTRACTOR SHALL FURNISH AND INSTALL ALL USUALLY CONSIDERED ARCHITECTURAL IN NATURE. NATIONAL FOREST PRODUCTS ASSOCIATION'S NAILED AND BOLTED CONNECTIONS. MATERIAL AND EQUIPMENT AS SHOWN,AND UNLESS NATIONAL DESIGN SPECIFICATION FOR WOOD Q OTHERWISE NOTE,ALL EQUIPMENT SHALL BE NEW ALL BASEMENT WALLS BELOW GRAD SHALL BE CONSTRUCTION,LATEST EDITION. STRUCTURAL PROPERTIES: '►� I ;� AND OF BEST QUALITY. DAMP-PROOFED WITH TWO COATS OF ASPHALTIC, ti SELF-PRIMING PLASTIC CEMENT,TROWEL OR SPRAY ALL LUMBER SHALL BE GRADE MARKED. E=2,000,000 FB=2,800 PSI DIVISION 2 APPLIED TO WALLS IF WATER TABLE IS DETERMINED NO SUBSTITUTES ARE ACCEPTABLE,UNLESS 54 "p . 0,76741 SITE WORK: TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB PROVIDE JOIST HANGERS FOR ALL FLUSH FRAMED SPECIFICALLY NOTED BY ENGINEER. OF ELEVATION. BENTONITE OR 60 ML LIQUID CONDITIONS,AS MANUFACTURED BY SIMPSON,TECO F N LANDSCAPING:ALL TREES AND SHRUBS WHICH WATERPROOF MEMBRANE AS MFR. BY ANTI-HYDRO OR EQUAL. INSTALL IN ACCORDANCE WITH PLYWOOD: INTERFERE WITH THE CONSTRUCTION OF THIS OR EQUAL SHALL BE USED IF WATER TABLE IS MANUFACTURER'S INSTRUCTIONS. ROOF SHEATHING SHALL BE CDX 2410 PLYWOOD,5/8" PROJECT SHALL BE REMOVED;AND NEW HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE FOR SHEATHING SPANNING 16"OR LESS,AND 3/," ORNAMENTAL TREES AND SHRUBS PLANTED,NEW IN THE FIELD. ALL FLOOR JOIST SHALL BE BRIDGED AT MID-SPAN OTHERWISE. LAWN AREAS SHALL BE SEEDED AFTER FINISHED OR AT INTERVALS NOT TO EXCEED 8 FEET. METAL, GRADING IS COMPLETE. DIVISION 4 SOLID WOOD BLOCKING,AND(2)5/4"X 3"BRIDGING IS FLOOR SHEATHING SHALL BE 32/16"STRUCTURAL I& UNIT MASONRY: ACCEPTABLE. II C-D EXTERIOR,3/,"THICK APA RATED,T&G,GLUED GENERAL STORM DRAINAGE:CONTRACTOR WILL VERIFY AND NAILED. REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM CONCRETE BLOCK(MIN.COMPRESSIVE STRENGTH: ALL WALL OPENINGS,4 FEET WIDE OR LESS,SHALL DRAINAGE. 1800 PSI): HAVE DOUBLE STUDS AT JAMBS;SPANS WIDER THAN ALL PLYWOOD SHALL BE GRADE MARKED AND MEET NOTES FOUR 4 FEET SHALL HAVE DOUBLE STUDS FOR THE STANDARDS OF AMERICAN PLYWOOD SOILS: PROVIDE NORMAL WEIGHT (125 LBS/CU.FT.)HOLLOW HEADER BEARING PLUS JAMB STUD. ASSOCIATION.(APA) LOAD BEARING BLOCK CONFORMING TO ASTM C90, EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS, GRADE N-1. JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS, AND OTHER SUCH WORK AS MAY BE NECESSARY TO UNDER ALL PARALLEL WALLS AND PARTITIONS,AND Drawn By Checked By THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL INSTALLATION SHALL FOLLOW NATIONAL CONCRETE AT CANTILEVERS BEYOND THE FOUNDATIONS WALL. DIVISION 7 TRENCHES FOR FOOTINGS,FOUNDATIONS,SLABS, MASONRY INSTITUTE'S RECOMMENDATIONS. THERMAL AND MOISTURE PROTECTION: J.E.M. J.E.M. ETC.SHALL HAVE LEVEL,SOLID AND UNDISTURBED TYPICAL INTERIOR NEW,NON-BEARING PARTITIONS BOTTOMS. LAY WALLS IN RUNNING BOND PATTERN,UNLESS SHALL BE 2X4 STUDS AT 16"O.C.WITH 5/8" ROOFING: OTHERWISE INDICATED. SHEETROCK. TAPE,SPACKLE AND FINISH AS DIMENSIONAL ASPHALT ROOFING SHINGLES,COLOR Drawing No. ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS/ SPECIFIED. AS SELECTED BY OWNER AND ARCHITECT. A-8 SQUARE FOOT,CONTRACTOR SHALL VERIFY IN FIELD. DO NOT USE LESS THAN ONE HALF-MASONRY MODULE. TYPICAL EXTERIOR WALLS:NEW CONSTRUCTION INSULATION: FILL USED OR ENCOUNTERED UNDERNEATH SHALL BE 2X6 AT 16"O.C. Sheet 9 of 9