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11 L'- SOFFOi,- ri �o �oG Town of Southold 4/4/2023 a y�7 P.O.Box 1179 H 53095 Main Rd Southold,New York 11971 � tiu CERTIFICATE OF OCCUPANCY No: 43991 Date: 4/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3125 Grand Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-1-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2020 pursuant to which Building Permit No. 45562 dated 12/11/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including unfinished unheated storage room in basement,to existing single-family dwelling as applied for. The certificate is issued to Bennett III,William&Jan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 23-85095 2/22/2023 PLUMBERS CERTIFICATION DATED 2/17/2023 emi o ayen A o izedi tune =Zr=" 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#: 45562 Date: 12/11/2020 Permission is hereby granted to: Bennett III, William 67 Lisa Dr Northport, NY 11768 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3125 Grand Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 107.-1-21 Pursuant to application dated 12/1/2020 and approved by the Building Inspector. To expire on 6/12/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $558.00 CO -ADDITION TO DWELLING $50.00 Total: $608.00 Building Inspector Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ..................................................................... ......... ................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by Hubbard Electric Bennett Residence 170 Hubbard Avenue 3125 Grand Avenue Riverhead, NY 11901 Cutchogue, NY 11952 Located at: 3125 Grand Avenue, Cutchogue, NY 11952 Application Number#: 23-85095 Certificate#: 23-85095 Electrical License M ME-4709 Section: Block: Lot: Building Permit M 45562 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Interior Renovation /200 Amp OH Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 22nd day of February 2023 Name QTY Oven Circuit-40 Amp, 220V 1 Cooking Deck Circuit-40 Amp, 220V 1 GFI Receptacle- 15 Amp, 120 V 6 Duplex Receptacle- 15 Amp, 120V 24 Dimmer- 15 Amp 120V 15 Exhaust Hood Circuit- 15 Amp, 120V 1 Switch - 15 Amp, 120V 4 Recessed Hi-hat Fixture- 15 Amp, 120V 22 Electrical Inspector: Anthony Giordano ``\`uuuunnmurr��� ^��APPROVED�^ This certificate is not valid unless raised seal is present. Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Hubbard Electric) Bennett Residence 170 Hubbard Avenue 3125 Grand Avenue Riverhead, NY 11901 Cutchogue, NY 11952 Located at: 3125 Grand Avenue, Cutchogue, NY 11952 Application Number#: 23-85095 Certificate#: 23-85095 Electrical License#: ME-4709 Section: Block: Lot: Building Permit#: 45562 Name QTY ARC-Fault- 15 Amp, 120V 7 Dishwasher Circuit-20 Amp, 120V 1 Exhaust Fan - 15 Amp, 120V 1 GFCI Circuit Breaker- 20 Amp, 120V 3 Meter-200 Amp, 240V 1 OH Service Feeder- 200 Amp, 240V 1 Power Panel -200 Amp, 240V 1 Service Disconnect-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ���NUlllllllllp,,,,,, �,�APPROVED€o` This certificate is not valid unless raised seal is present. Town Hall A � OF sotly 54375n�teg ,`O �l0 Main Road P.O.$OX Telephone(631)765-1807_ Southold,Ny 1 179 N � Fax(63 L)765-9502 11971-0959 BUILDING DEPARTMENT LULJ Lo TOWN OF SOUTHOLD SU LDINGOEPT TOWN OFSOUTEOLD CERTIFICATION Date: �� ' �`�•��� Building Permit No. 6P :# -4ZW1U Owner: (Please print) Plumber:Berdo hO MGUPnn (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of20 PATRICIA A.WALSH Notary Ptiblic, State of New York No, ; I M5069067 Qualifiea io Suffolk County Commission Expires }►-+2 Z� Notary Public, :SU County OF SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. ''11 � • ao 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [VfIROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR i ql��4 ���OF 50UTyO --- - - --- TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND �4SULATIOWCAULKING [ . ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V l��t�✓1 �O � D DATE INSPECTOR ��o�aOF SOGtyO --- — -- — - — --- -- --- # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING IV FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 l DATE INSPECTOR Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankueliendahl.com ® h III, I` June 1,2021 JUN 16 2022 BUILDING DEPT. Submitted to: Building Inspector's Office TOWN OF SOUTHOLD Town of Southold Owners: William and Jan Bennett 57 Lisa Drive Northport, NY 11968 Project: Foundation Inspection at 3125 Grand Avenue in Mattituck • � e BP: 45562 FOUNDATION INSPECTION The contractor of the above referenced construction site asked me to certify the foundation work so he may proceed with the framing without delay.The earliest inspection date by the Town was not available until the last week of June. I conducted all required inspections regarding footings, rebars, anchor bolts and dampproofing. The contractor decided to install a crawl space between the existing dwelling and the proposed addition as opposed to bridging over as depicted in the permit. He consulted with me before making the change. Please refer to the attached amended foundation plan. I hereby certify—to the best of my professional knowledge-that the work was performed in compliance with all N.Y. State and local rules and regulations and in accordance with the architect's plans and specifications including the revised crawl space. Since ely, VE 1)� .4F U ELF oh%��` i g Frank Uellendahl, RA P�A p 02i �0�� ¢_ . �fi N Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com July 11,2022 Submitted to: Building Inspector's Office Town of Southold Owners: William and Jan Bennett 57 Lisa Drive Northport, NY 11968 Project: Request for Permit Extension at 3125 Grand Avenue in Mattituck Building Permit # 45562 The above referenced building permit expired on June 12,2022. The contractor has not been able to complete the proposed construction partially due to pandemic related delivery delays of various building materials. On behalf of the owners I am requesting a 6 month extension of the permit. cere y, Yr�'`� ,SER Ari Fink Uellen hl, RA , �9T `�. 021 6.6 SOF o [Ec�OV[E D J U L 1 1 2022 RULnING DEPT. TOMIN OF SOUTHOLD MEN FOUNDA.TIQN (1ST) r. FOUNI)ATION(2ND) .. ROUGH FRAMING 49 AUMB OEM INSU�jXTI • STATE ENERGY CODPj-.-'. Oil GIG 11�;WMA0,El'���®",0'A l I�1 �Si IN AMR VA 01 iGGTa �1 4.�t�►ufM ! 1 a r o�SUFFO(K� TOWN OF SOUTHOLD—BUILDING DEPARTMENT co Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only / I: -OI (� y PERMIT NO. Building Inspector: - - - DEC - 7 2020 Applications and ft must be;filled out,in their'eritirety Inco'inplete applications will riot be accepted.:Where,the Applicant is not th60 wner,an,,: Owner's Authorization form.Pa e 2 shall`be com leted Date: OWNERS)OF PROPERTY Name:William& Jan Bennett FcTM#1000-107-01-21 Physical Address:3125 Grand Ave, Mattituck, NY 11952 Phone#:516-527-1102 Email:mo11mom89@ao1.com Mailing Address:57 Lisa Dr, Northport,, NY 11768 CONTACT P.ERSONi. Name:Frank Uellendahl, RA MailingAddress:POB 316, Greenport, NY 11944 Phone#:631-680-0041 TEmail:frank.uellendahl@gmaii.com DESIGN PROFE SSIONAL INFORMATIONc Name:see contactPerson . _ Mailing Address: Phone#: Email: ONTRACTOR INFORMATION: Name:Joel Daly G.C. Mailing Address:POB 343, Southold, NY 11971 Phone#:631-765-1223 Email:joeidalyhi@optonline.net DESCRIPTION OF PROPOSED-CONSTRUCTION _ ❑New Structure RAddition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $185,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ®Yes El No 1 PROPERTY INFORMATION; Existing use of property:Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? E]Yes W No IF YES, PROVIDE A COPY. �OXhOckI36itAfter,,Reaing The 6"ei for all 4 rMpqp andatorm water issues as provided 6.0t,ir236:j.fthe TownCi,d6.;APPLICATION:ISHEREBY LMADE'-t'o a Building q!ritlp4rsyantto the 6U,1jciQ-?qne Ordinance of the ; b"'of§66-4told,S-f�dkCount Ne��Yc�n`�Ioih6rapplicablela*s;,or4inaotesr9rRegg pt!on!;,drthe�onitructioin`-f'16"0 -u C .. additions a,(terations or for removal or demolition tio �e�ii� dTh01,i"64p"tagrees to,comply with all 40p1 ciblijiki,'bi.dinani6i, iddhig code, .,*66snq codeAnd!P;tations,and to'admit authorized inspectors* 00-promI-SO" and In!bujI�Wjtijjor necessary statements e herein are punishable 4g'b�Clagi'Arrnis erne6hor-puigUainkto on e -Ad.4tofifi, New York State-Oenaj Application Submitted By N�AQK aeWr'—t-S VARLARAuthorized Agent Elowner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Frank Uellendahl RA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect (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 1�1 day ofvaou I0 -1 Notary Publ TRAM L. DWYER PkROPE O� OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, William and Jan Bennett residing at 57 Lisa Dr, Northport, NY 11768 do hereby authorize Frank Uellendahl RA 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 O��Of SO�I�D Town Hall Annex Telephone(631)765-1802 i. 54375 Main Road N Cf (631)765- 542 P.O.Box 1179 G Q r0 er.richert LOWn.SOUt110 .n .us Southold,NY 11971-0959 suiLDnvc DEPARTMENT SEP 1 2 2022 TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION TOBUILDING 0TH6-J-01 REQUESTED BY: —fitrJ Date: ., Company Name: a c Name: License No.: 4_7 _ A E Address: L�eJ i Phone No.: c JOBSITE INFORMATION: (*Indicates required information) *Name: J A� N J(tif A-M I cT i *Address: 2S_ R-Aw 0 /( TZ i *Cross Street: L bu®LL o©fD `Phone No.: i Permit No.: Tax.Map District: 1000 Section: _ Block: Lot: *BRIEF DESCRIPTION OF WORK(Ple se Print Clearly) ' SD (Please Circle All That Apply) a *Is job ready for inspection: YES/ O: Rough in Final �J I *Do.you need a Temp Certificate: YES 9 Temp Information (if-needed) L Cl /°�' O ), *Service Size: 1 Phase 3Phase 100 150 200 300 350 , 400 O er *New Service: Re-connect' Underground Num er of Meters Change of Service Over d Additional In€ormatiow. PAYMENT DUE WITH APPLICATION " 82=Request forEnspection Form SURVEY OF PROPERTY N AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-107-01 21 SCALE.- 1'= 30' APRIL 25, 2012 a. �pR54�" yol ag5, 170 N N ASpHAt" m N 0P SE -fpHK �►. S�• FR*C. H2O 1 ►AES ASS HGuSE g 6 0 ,g0� co�Ep poRCH 'S � 45. O 5 O. X51 CF- as° y " -s w. y -4 o ,:;t BOJ �.4�•oo"w F�r,��'� v 51 � too i L�,NE .WOOD K CERTIFIED TO FIRST AMERICAN TITLE INSURANCE CO. TITLE NO. 3019-538962 WILLIAM A. BENNETT,III JAN 0. BENNETT ASSOCIATED MORTGAGE BANKERS,INC. AREA = 21,088 SQ. FT. or 0.48 ACRES ■ = MONUMENT N.YS. LIC. NO. 49618 ANY ALTERATION OR ADD/TION TO 774IS SURVEY /S A VIOLATION ZAECONIC AWEYORS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER7IF7CA7I0NS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 12-155 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 4). Generated by REScheck--Web Software r�(l Compliance Certificate Project THE BENNETT 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: 3125 GRAND AVENUE WILLIAM &JAN BENNETT FRANK UELLENDAHL MATTITUCK, NY 11952 OWNERS ARCHITECT Compliance: 2.8%Better Than Code Maximum UA: 181 Your UA: 176 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 481 38.0 0.0 0.030 14 Wall: Wood Frame, 16"D.C. 1,296 21.0 0.0 0.057 60 Door:Glass Door(over 50%glazing) 40 0.260 10 SHGC: 0.14 Window:Wood Frame 92 0.290 27 SHGC: 0.31 Window 1:Wood Frame 38 0.300 11 SHGC: 0.31 Window 2: Wood Frame 77 0.290 22 SHGC: 0.32 Floor:All-Wood joist/Truss 107 21.0 0.0 0.044 5 Floor 1:All-Wood joist/Truss 107 38.0 0.0 0.026 3 Basement: Masonry Block w/Empty Cells 267 0.0 5.0 0.089 24 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Jher Compliance Statement: The proposed building design described o sistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed n as been designed to meet the 2018 IECC requirements in te REScheck Version : REScheck-Web and to comply with the mandais listed in the REScheck Inspection Checklist. Name-Title Sigre Da r C� Project Title:THE BENNETT RESIDENCE I . eport date: 11/29/20 Data filename: Pagel of 9 �1 0?i 6�' A °tiOFiVE1�'j f 1 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified` Fleid Verified #, Pre=Inspection/Plan_.Review Compliles? Comments/Assumptions Value 103.1, :Construction drawings and ❑Complies 103.2 :documentation demonstrate ( ;❑Does Not [PRI]1 !energy code compliance for the ;building envelope.Thermal '❑Not Observable envelope represented on ,}❑Not Applicable construction documents. 103.1, ;Construction drawings and I ;❑Complies 103.2, idocumentation demonstrate '❑Does Not 403.7 ;energy code compliance for `; [PR3]1 ;lighting and mechanical systems. []Not Observable :Systems serving multiple ( ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC i ;Commercial Provisions. 302":1 Heating and cooling equipment is Heating: Heating: ;❑Complies 403:7 zslzed per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]?`;- ?on loads calculated per ACCA ; Cooling: Cooling: Manual J or other methods ,❑Not Observable Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) �2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE BENNETT RESIDENCE Report date: 11/29/20 Data filename: Page 2 of 9 Section Plans Verified Field'Vered # Foundation Inspection Compl�es� Comments/Assumptwns,,� :. -. _Value Value &Req.ID . 402.1.1 ;Conditioned basement wall R- R- ':❑Complies ;see the Envelope Assemblies [F04]1 !insulation R-value.Where interior! EDoes Not ;table for values. insulation is used,verification R- R- J ;may need to occur during ;❑Not Observable ' Insulation Inspection. Not ;❑Not Applicable ;required in warm-humid locations; lin Climate Zone 3. 303.2 ;Conditioned basement wall '""` - "-"'❑Complies [FO5]1 insulation installed per G ❑Does Not ;manufacturer's instructions. -❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;see the Envelope Assemblies [F06]1 :insulation depth of burial or ;❑Does Not :table for values. distance from top of wall. ;❑Not Observable ❑Not Applicable 303:2.1A protective covering is installed ;❑Com plies [FO111, to protect exposed exterior : ;:;5❑Does Not ;insulation and extends a - _ minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403:9 -Snow-and ice-melting system ` '❑Complies [FO-1212 controls installed. ❑Does Not Vii` l _ '[]Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title:THE BENNETT RESIDENCE Report date: 11/29/20 Data filename: Page 3 of 9 Section •= Plans Verified Field Verified # g g spection CompUes� ;Comments/Assumptions. IF /Rou` h In In Value Value - &Re 'Ip q� 402.1.1, ;Glazing LI-factor(area-weighted U- U- ❑Complies ;See the envelope assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 �❑Not Observable [FR2]1 ;❑Not Applicable t 1 t 303.1.3 ;U-factors of fenestrationproducts' ❑Complies [FR4]1 ;are determined in accordance .I❑Does Not ;with the NFRC test procedure or ;taken from the default table. `,.1'❑Not Observable tlNot Applicable 402.4.1.1 ;Air barrier and thermal barrier „_,❑Complies ; [FR23]1 i installed per manufacturer's >.:: _" = _ ==_t❑Does Not instructions. _ ' i ❑Not Observable ,❑Not Applicable 402.4.3 ;Fenestration that is not site built >j❑Complies [FR20]1 lis listed and labeled as meeting "❑Does Not j AAMA/WDMA/CSA 101/I.S.2/A440 l ;or has infiltration rates per NFRC F,: , ❑Not Observable 1400 that do not exceed code `_ {❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures; ❑Complies [FR16]2 ;sealed at housing/interior finish ❑Does Not ;and labeled to indicate<_2.0 cfm ; leakage at 75 Pa. 3❑Not Observable j I ❑Not Applicable 403.3.1 ;Supply and return ducts in attics -`:?❑Complies [FR12]1 insulated >= R-8 where duct is E, ❑Does Not >= 3 inches in diameter and >= i []Not Observable ; R-6 where < 3 inches.Supply and return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 E t r 'for< 3 inches in diameter. j 403.3.2 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, x 403.3:5_ Building cavities are not used as ❑Complies [FR15]- _ 'ducts or plenums. e ?❑Does Not ; ❑Not Observable I A ❑Not Applicable 403.4"' '; ,HVAC piping conveying fluids ! R- R- ;❑Complies [FR1712 --above 105°F or chilled fluids j❑Does Not ;below 55°F are insulated to zR- 3 ;❑Not Observable ; ❑Not Applicable 403.4.1 Protection of insulation on HVAC = ' ❑Complies [FR24]1 ;piping. ❑Does Not a ❑Not Observable ; l i❑Not Applicable Hot water pipes are insulated to ! R- 's R- j❑Complies [FR181] ` 1;--R-3. ❑Does Not =. ;❑Not Observable I ❑Not Applicable 1 403,6 ;Automatic or gravity dampers are a❑Complies [FR19]2 !installed on all outdoor air ❑Does Not j ,intakes and exhausts. t t =:�,❑Not Observable , ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1:1 Low Impact(Tier 3) Project Title: THE BENNETT RESIDENCE Report date: 11/29/20 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,1 Medium Impact(Tier 2) 3.- Low Impact(Tier 3) Project Title: THE BENNETT RESIDENCE Report date: 11/29/20 Data filename: Page 5 of 9 Section . Plans VerifiedField,Verified. '.# insulation Inspectran Com .Comments/Assumptions., & Req 1DValuie, Value 303:1 . . ;All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ;❑Does Not provided. < ❑Not Observable -;'El Not Applicable 402.1.1, Floor insulation R-value. R-` R- ❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood :❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable J ❑Not Applicable 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 Wood ;❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the Wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation J ;requirement applies (FR10). ;E] Steel ;E] Steel ;❑Not Applicable 303.2 :fr :. :;;❑Complies ;Wall insulation is installed per [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable 1 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2: Medium Impact(Tier 2) 1 Low Impact(Tier 3) Project Title: THE BENNETT RESIDENCE Report date: 11/29/20 Data filename: Page 6 of 9 Section plans Verified Field Verified # Final,inspection proVisions, ., Compl�es� Comments/Assumptions,:. Req:ID ; Value. Value: , 402.1.1, ;Ceiling Insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, E] Wood ElWood ;❑Does Not ;table for values. 402.2.2, ❑ Steel '❑ Steel ❑Not Observable 402.2.6 ;❑ [FI1]1 Not Applicable ; i 303.1.1.1, Ceiling insulation installed per - ❑Complies 303.2 manufacturer's instructions. ".❑Does Not [FI2]1 ;Blown insulation marked every s 300 ft2. ❑Not Observable ' ❑Not Applicable 402.,2.3, ;Vented attics with air permeable JE]Complies [FI22]z insulation include baffle adjacent -_❑Does Not „3 to soffit and eave vents that -- ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation?R-value of the !❑Does Not adjacent assembly. ;[]Not Observable I ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies [FI17]1 :ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 i❑Complies [FI27]1 determine air leakage with I ftz ft2 ;❑Does Not either: Rough-in test:Total :leakage measured with a ;❑Not Observable ❑Not Applicable pressure differential of 0.1 inch I w.g.across the system including ;the manufacturer's air handier 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 ; ;handier enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ;❑Not Observable '. nests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 Air handler leakage designated :.:'' =a❑Complies [FI24]1 by manufacturer at<=2%of f a❑Does Not ;design airflow. ❑Not Observable -', -❑Not Applicable 403.1 1 Programmable thermostats ' J❑Complies (F,191211-1 installed for control of primary „ ]❑Does Not heating and cooling systems and L initially set by manufacturer to ;3❑Not Observable `<code specifications. ❑Not Applicable 463AJ :=Heat pump thermostat installed _ i❑Complies [FI10]? on heat pumps. ❑Does Not ` ]❑Not Observable i •: ;❑Not Applicable 4015J ,Circulating service hot water r ;❑Complies [FI11]2gsystems have automatic or : ❑Does Not -accessible manual controls. A ❑Not Observable `"'ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE BENNE17 RESIDENCE Report date: 11/29/20 Data filename: Page 7 of 9 "Section- Plans_Verified Field-Verifiled • # Final Inspection Provisions Complies? Comments/Assumptions: &:Req.ID, Value: Value 403'6:1. 'All mechanical ventilation system '❑Complies [F125]2. ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table R :❑Not Observable R403.6.1. ,❑Not Applicable ; 403:2 "j Hot water boilers supplying heat 's❑Complies [F,126,12 through one-or two-pipe heating , h j {❑Does Not j systems have outdoor setback E 1 control to lower boiler water = ❑Not Observable atemperature based on outdoor ❑Not Applicable ;temperature. 403.5.1.1. Heated water circulation systems ; ❑Complies [FI28]2 have a circulation pump.The ❑Does Not jsystem return pipe is a dedicated ;❑Not Observable return pipe or a cold water supply - pipe. Gravity and thermos- ;❑Not Applicable ; jsyphon circulation systems are I not present.Controls for E circulating hot water system pumps start the pump with signal,'V. - for hot water demand within the occupancy. Controls automatically turn off the pump e When water is in circulation loop is at set-point temperature and j no demand for hot water exists. ' 403.5.1.2 ;Electric heat trace systems '❑Complies [FIz9]2', _,comply with IEEE 515.1 or UL f ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable }heat tracing to maintain the ❑Not Applicable :3 desired water temperature in the piping a 40'.'52'2 -;Demand recirculation water o ❑Complies [F•130]2 "systems have controls that ;, j❑Does Not manageoperation of the pump } and limit the temperature of the '❑Not Observable water entering the cold water ]Not Applicable piping to<= 1049F. 403.54 1 Drain water heat recovery units t ❑Complies [FI3I]2 ,tested in accordance with CSA f - []Does Not 855.1. Potable water-side pressure loss of drain water heat ! "?❑Not Observable recovery units<3 psi for E t ?❑Not Applicable -f individual units connected to one " or two showers. Potable water- J ?side pressure loss of drain water sheat recovery units<2 psi for individual units connected to ;three or more showers. 404.1 ;90%or more of permanent ;❑Complies [17I6]1 ;fixtures have high efficacy lamps _❑Does Not i " -❑Not Observable - []Not Applicable 4041,1 i Fuel gas lighting systems have `-`'❑Complies [FI23]33 no continuous pilot light. v ,[]Does Not 4 � 3❑Not Observable ❑Not Applicable ; 401.3 Compliance certificate posted. ;❑Complies [F1772 + - -,10Does Not i ; E1Not Observable i I ❑Not Applicable 1 High Impact(Tier 1) lj2 Medium Impact(Tier 2) 1=3' Low Impact(Tier 3) Project Title: THE BENNETT RESIDENCE Report date: 11/29/20 Data filename: Page 8 of 9 Section . Plans Verified Field Verified. # Final Inspection Provisions ComplIesl Comments/Assume#ions Req 1D Value>_ Value 303:3 ;Manufacturer manuals for OC piles [FI181-3 mechanical and water heating 4 ❑Does Not 'systems have been provided. ❑Not Observable j .4EINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) [2,-.l Medium Impact(Tier 2) 3-: Low Impact(Tier 3) Project Title:THE BENNETT RESIDENCE Report date: 11/29/20 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating RWalue Above-Grade Wall 21.00 Below-Grade Wall 5.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass &D.. Window 0.29 0.31 Door 0.26 0.14 Keating s. Heating System: Cooling System: Water Heater: Name: Date: Comments PROPOSED ADDITIONS W O zJJ N EXISTING BASEMENT FOUNDATION W CRAWL SPACE 3/4" SUBFLOOR, NAILED AND GLUED m 12 TJI 230 F.J. ® 16 O.C. w/ WEB STIFFENERS R-30 BATT INSULATION 2"X8" TREATED SILL 3" CONCRETE SLAB W 6X6 10/10 WWM ON W RESIDENCE 6"MIL POLY VAPOR BARRIER ON FE o 1 THICK RIGID INSULATION ON COMPACTED GRAVEL 33-8 8" POURED CONCRETE WALL WITH #5 VERTICAL MATTITUCK, NY REBARS ® 12" O.C. 3125 GRAND AVENUE 1'-4" X 10" POURED CONCRETE FOOTING WITH EXISTING 3-#4 REBARS - 3 ABOVE BOTTOM OF FOOTING ARCHITECT BASEMENT 1/2"X12" ANCHOR BOLTS @ 46" O.C. FRANK UELLENDAHL CONC. SLAB co BITUMINOUS DAMPPROOFING TO GRADE C> 123 CENTRAL AVENUE CLG.HGT. 6-1 l SILL SEAL , NY NY X 316 TERMITE SHIELD o GREENPORT11944 (2) 2x8 GIRDER TEL: 631-477 8624 — — — — — — —�— — . . . . . .. . . . . . . . . 1.5" RIGID FOAM INSULATION ON EXTERIOR WALL 2 0" © 1/2" SHEETROCK ON WALLS AND CEILING OWNERS (2) 2z8 FRAMING " " VINYL FLOORING as per MANUFACTURER'S GUIDELINES WILLIAM & JAN BENNETT ____' 4'-0 8 57 LISA DRIVE - AROUND NEW STAIR UP C3 o NORTHPORT, NY 11768 1628 VENT OPENING __-- TEL 516-527-1102 I 00 x I o ' N ' I I I I 2x8 F.J.®16"O.C. __ �' I w R-23 Insulation SHOUSE TRAP © Up I N I - I I PROPOSED ——— D©R—,A.I..N I ; BASEMENT CLOSET CLOSET 4• 1.5" RIGID INSULATION __ - Z � ,F1RN�dAy �cP Q W QQW 00 Ui C14 10 CD cl- ott CRAWL SPACE s o Co CD RECREATIONAL ROOM CLIMATIZED 6'-1 2 2 F.J. 16" O.C.EXISTING I ' I i CRAWL SPACE w R-38 INSULATION 3CONC. SLAB E3 Lo T I ` I a o o m ,' I I , NEW FOUNDATION L —J——— CLG.HGT. 8-0 I EXT'G FOUNDATION -- -------- I VINYL FLOORING ,' Iffi C4 o 0 z9.5" TJI 230 C.J. @ 12" O.C. FOUNDATION PLAN H WITH WEB STIFFENERS a o IM SCALE: 3/16" = 1'-0" o N DATE: L---------- -----J '-Al FOUNDATION NOTES z1 SCALE: 3/16" = 1'—D" , , , , , ------------- STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 —— —— ———— PROPOSED " READY MIX CONCRETE. 3 FOUNDATION PLAN 1o'-0 17'-6" ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON 27'-6" UNDISTURBED SOIL. o� ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. N Ln DWG. NAME g A-4 ®� DWG. NO APPROVED AS NOTED ELECTRICAL DATE: B.P.# INSPECTION REQUIRED FEE: BY: NOTIFY BUILDING DEFARTMENT AT . 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: . 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PLUMBER CER TIF/CAT/ON 2. ROUGH - FRAMING & PLUMBING ONLEAD CONTENT BEFORE 3. INSULATION CERTIFICATE OFOCCUPAM'-- , 4. FINAL - CONSTR;! - "N MUST BE COMPLETE --. D. SOLDER USED IN WATER ALL CONSTRUCT!-;;,. ,,-,ALL MEET THE SUP�'�ySY�TEIL�f,CANNC;' REQUIREMENTS OF THE CODES OF NEW E)td(EED 2110-OF'1 o LEAD'. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF -PLUMBING •; NEW YORK STATE & TOWN CODES ALL PLUMBING WASTEWATER LINES NEED AS REQUIRED AND CONDITIONS OF T, `tN6BEFORECOVERING SOUTHOff TOWNPtBOARD SQULHQt g -TRUSTEES RETAIN STORM WATER RUNOFF r�l� S-BEO PURSUANT TO CHAPTER 236 OF THE TOWN CODE, OCCUPANCY OR Blower door and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICATE OF OCCUPANCY All exterior lighting installed,replaced or repaired shall conform to Chapter 172 Of the Town Code GENERAL NOTES DESIGN CRITERIA: PROPOSED Owntn E " ADDITIONS 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING LIVING AREAS AND DECKS - 40 PSF. z CODE (IBC) AND THE 2015 INTERNATIONAL ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED - 130 MPH Z 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B W MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE e m 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- FROST UNE DEPTH - 36' 9 LARCH STRUCTURAL GRADE #2 OR BETTER. TERMITE - MODERATE TO HEAVY y a 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL DECAY - SLIGHT STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL ICE SHIELD UNDERLAYMENf REQUIRED - YES RESIDENCE PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST MATTITUCK, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL LJ FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 3125 GRAND AVENUE 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTORS) PRIOR TO START OF ARCHITECT CONSTRUCTION AND ORDERING OF MATERIALS. THIS WINDBORNE FOUNDATION HAS BEEN DESIGNED FOR A SOIL DEBRIS PROTECTION SCHEDULE ANTRAL OX 3UE BEARING CAPACITY Of TWO (2) TSF AND GRADES 123 CENTRAL AVENUE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT EXISTING WEST ELEVATION o GRTEL- 631 NY 11944 THESE CONDITIONS ARE MET. ALL FILL BENEATH PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS rs TEL 631-477 8624 CONCRETE SLABS TO BE COMPACTED TO 95% OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER RELATIVE DENSITY. THE GLAZED OPENINGS OF THE PROJECT: OWNERS FASTENER TYPE 1/4' LAG SCREW BASED ANCHOR WITH I/ WIUJAM & JAN BENNEff 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, 057 USA DRIVE SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER NORTHPORT, NY 11768 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE �_ T11 516-527-1102 MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. WINDOW SCHEDULE 8. PROVIDE FIRESTOPPING AT ALL LEVEL qkl. I PENETRATIONSPROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400/200 SERIES. ��� N.U (Z y 9. PROVIDE FLASHING AT ALL ROOF BREAKS, GLASS TO BE HIGH PERFORMANCE LOW-E GLASS LEZI CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS ❑ r AND DECKS ETC.. HARDWARE - METRO COLLECTION: ANVIItS, SATIN NICKEL FINISH10. DO NOT SCALE DRAWINGS. INTERIOR FINISH: PRE-FINISHED WHITETRTM T EXTERIOR COLOR: WHITE 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER GRILLES AS PER ELEVATIONS: NO GRILLES PROPOSED ENGINEER ARE NOT RESPONSIBLE FOR THE NOTE; tempered glass for all units below 18' off fin. fl. 1 INSPECTION, SUPERVISION, OR ADMINISTRATION OF o x i i= THIS CONSTRUCTION PROJECT. FEDERAL, STATE Mark Size Description Quantity Cn � AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE Al NLGD12068-4 GLIDING PATIO DOOR - Den 1 a A2 AR281 AWNING WINDOW 4 PROPOSED WEST LEVATION CONTRACTOR. B TW 21062 DOUBLE-HUNG - Den 2 a 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO C AP32V AWNING - Home Office 1 FACILITATE CONSTRUCTION AND SHALL NOT BE D PA 4060 mulled AWNINGS - Kitchen, Dining Rm 2 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND E ext'g WINDOWS from BR 1 2 8 OWNER. F P5030 n n FIXED TRANSOM - BR 1 1 PROPOSED ALTERATIONS AND ADDITIONS TO A Z BEDROOM DWELLING: 13. THIS STRUCTURE HAS BEEN DESIGNED IN G S118-36 x80 ThermoTru Smooth-Star H2 - Entry 3 R o ACCORDANCE WITHTHE NEW YORK STATE ENERGY H AW281 AWNING - BASEMENT 4 - EXISTING KITCHEN TO BE EXTENDED INCLUDING BASEMENT EXTENSION; = N CONSERVATION CODE. - ONE-STORY ADDITION FOR A FAMILY ROOM WITH FINISHED BASEMENT TO BE 14. CHANGES PTO BE NOTIFIED IN WRITING OF ALL.RIOR TO AND DURING CONNSTRUCTION DRAWING SCHEDULE USED AS RECREATIONAL ROOM - ROOFTOP DECKING AND SPIRAL STAIRCASE TO S DATE: 11/25/2020 A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-2 sr� PLAN BE COMPLETED AT A LATER DATE; �� SCALE- 15. cALE r.s. DESIGNED AND SPECIFIED BY OTHERS. A-3 EXISTING FLOOR PLAN 3 TITLE SHEET 16. CONTRACTOR SHALL. OBTAIN ALL PERMITS AND A-4 FOUNDATION PLAN Y DESIGN CRITERIA INSURANCE NECESSARY TO PROTECT THE ENGINEER A-5 PROPOSED 1ST FLOOR PIAN AND OWNER. A-6 CROSS SECTION A-A BUILDING PERMIT APPLICATION GENERAL NOTES A-7 ROOF PLAN, ELEVATIONS DWG. NAME 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-8 CONNECTORS, CRITICAL PATH UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-9 FRAMING NOTES, NAILING SCHEDULE ®� DWG NOA-1 PROPOSED ZONING CALCULATIONS LEGEND m ADDITIONS o PROPOSED ADDITION � Z LOT AREA = ca. 21,088 SF ® EXISTING DWELLING Z EXT'G. BLDG. COVERAGE = ca. 1,655 SF = 7.85% W PROPOSED ADDITIONS = CO. 448 SF = 2.12% EXT'G MUDROOM m TOTAL BLDG. COVERAGE = ca. 2,103 SF = 9.97% ROOF TO BE RAISED 130.00 MAX. BLDG. COVERAGE = ca. 4,218 SF = 20.00 RESIDENCE SURVEY BY PECONIC SURVEYORS, P.C. — DATED: 04/25/12 _. CD MATTITUCK, NY �. 6x31 DRYWELL PROPOSED DRIVEWAY = 3125 GRAND AVENUE oi 107 SF ARCHITECT ADDITION z FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 rtE TEL 631-477 8624 ❑ OWNERS WILLIAM & JAN BENNETT 57 USA DRIVE NORTHPORT, NY 11768 TEL 516-527-1102 10x2 DRYWELL uAz A PROPOSED 374 SF 45 ADDITION '1 0 N s a SECm Cm z � m N � o 219.14UO 0 Z N DRYWELL CALCULATIONS FOR ROOF RUN-OFF d " SCALE: ] 16" =1'-0A' sc tjlifi/25�2000 RUN—OFF CALCULATION FOR 2 OF RAIN TO BE CONTAINED ON SITE / �N ROOF AREA = 1,160 SF 100% run—off coefficient = 445 cu ft SITEPLAN =_ PROPOSED 6'DIA. X 3' DEEP DRYWELL 66.99 Cu.Ft. SCTM# = 1000-107-01-21 SITE PLAN PROPOSED 10'DIA. X 2' DEEP DRYWELL 136.82 Cult. TOWN OF SOUTHOLD WITH GUTTER LEADERS FOR ROOF RUN—OFF TYP/ SUFFOLK COUNTY, NEW YORK �� DWG. NAME CD 11=3A—2 ®� DWG. NO 35'-0' PROPOSED 17'-3 1/2' 5'_O° 10'-7 1/2' r co ADDITIONS o Z cnz ° U W em cn BR 2 IF"� IM RESIDENCE Me MATTITUCK, NY 3125 GRAND AVENUE 0 ARCHITECT ——— —————————— z FRANK UELLENDAHL N LIVING ROOM t m 123 CENTRAL AVENUE 316 �, = P.O.BOX 316 M o GREENPORT, NY 11944 9 TEL.• 631-477 8624 N �S OWNERS WILLIAM & JAN BENNEff 57 USA DRNE BR 1 NORTHPORT, NY 11766 TEL 516-527-1102 REF. \5� EC F N 00 KITCHEN w � oo p )11 . o N"6-d a � i4 c s T cm DINING ROOM o +� N O U � N Z _ _ MUD.RM DATE: 11/25/2020 CLOSET SCALE: 3/16' = 1'-0' PROPOSED FLOOR PLAN 6'-,' ,4'-4• EXISTING FLOOR PLAN DWG. NAME CS 20'-5° r SCALE: 3/16" = 1'-0" s A-3 ® DWG. NO o E PROPOSED m ADDITIONS W iE Z EXISTING BASEMENT FOUNDATION W fB CRAWL SPACESUBFLOOR NAILED AND GLUED VTJI 230 F.J. @ 16" O.C. w/ WEB STIFFENERS = R-30 BATT INSULATIONEj 2"X8" TREATED SILL 3" CONCRETE SLAB w� sxs 110 WWM ON m RESIDENCE 6 MIL POLY VAPOR BARRIER OV FE 33'-87 1,, THICK RIGID INSULATION ON COMPACTED GRAVEL MATTITUCK, NY 8 POURED CONCRETE WALL WITH 5 VERTICAL "• REBARS @ 12" O.C. 3125 GRAND AVENUE 1'-4" X 10" POURED CONCRETE FOOTING WITH to EXISTING 314 REBARS - 3 ABOVE BOTTOM OF FOOTING ARCHITECT 1/212 ANCHOR BOLTS @ 46 O.C. z FRANK UELLENDAHL BASEMENT BITUMINOUS DAMPPROOFING TO GRADE 123 CENTRAL AVENUE CONC. SLAB C, s P.O.BOX 316 CLG.HGT. 6'-11' SILL SEAL o GR�PORT, pn 11944 TERMITE SHIELD TEL: 631-477 8624 (2) 2x8 GIRDER _ _ _ - —�— _ _ _ _ _ _ _ _ _ 1.5""RIGID FOAM INSULATION ON EXTERIOR WALL OWNERS 2-o * 1/2 SHEETROCK ON WALLS AND CEILING -- , �2) 2x8FRAMING ° " VINYL FLOORING ON 3/4 PLYWOOD JWILLIAM & JAN BENNETT 40 8816x8 VENT RUND NEW STAIR UP o -- o NORTHPORi, NY 11768 OPENING I I TEL- 516-527-1102 Eli j % I PROPOSED -' �+ ® �* 1 II BASEMENTco I I I I I L I � 2x8 F.J.@16°O.C. ——� � I I ; I - w/R-23 Insulation D W -- % I �' J HOUSE TRAP UP ; I �� I I G - I DRAIN I ; I , — ICLOSET CLOSET 4" I 1.5 RIGID INSULATION J I I PROPOSED I ' L� — —— ———� ff CRAWL ©o ; i I x t Q ((1 .�� I I I I SPACE ,, I I s o co �' I I" � (<� D� c o " I , I CLIMATIZED . I 61-10 IXISTING 2z 2 F.J. @ 16 O.C. I = I s I �±j I , I RECREATIONAL ROOM l I ' I �lCD r CRAWL SPACE w R-38 INSULATION I ' -- ° C I ° - �� `' U_j__ _ _ _ _ _ _ i ' I CLG.HGT. 8-0 I ' i NEW FOUNDATION " vl��RI i ; I EXT'G FOUNDATION N 9.5 TJI 230 C.J. ® 12 O.C. �I FOUNDATION PLAN WITH WEB STIFFENERS I �M � " � " N w N I I I I N SCALE. 3/16 - 1 -0 I aDAM 11/25/2020 L-------------------- FOUNDATION NOTES SCALE: 3/16 = 1-0 STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 o PROPOSED 10'-o° 17'-6" READY MIX CONCRETE. Y` FOUNDATION PLAN 11 ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON 27'-67 J UNDISTURBED SOIL N ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. DWG. NAME A-4 ® DWG. NO o E PROPOSED co W ADDITIONS o ELECTRICAL LEGEND Z 4) DUPLEX RECEPTACLE OUTLET s � SMOKE DETECTOR W REMOVE ACCUSTICAL CEILING TILES + QUADRAPLEX RECEPTACLE OUTLET F56-1 CO DETECTOR e m IN LR AND KITCHEN AREA BR 2 wP WATER PROOF RECEPTACLE OUTLET 0 TELEPHONE y OGFIGROUND FAULT INTERRUPTOR OUTLET ® TELEVISION, CABLE +SURFACE MOUNTED CEILING FIXTURE CEILING FAN W. LIGHT � RESIDENCE +SURFACE MOUNTED WALL FIXTURE FLOOR RECEPTACLE OUTLET � MATTITUCK, NY $ SWRCH EXHAUST FAN W replace ext'g window and $D DIMMER SWITCH LED LIGHTS 3125 GRAND AVENUE re-install 2 windows from BR 1 D ——— —————————— HIGH HAT FIXTURE EXTERIOR LIGHT ARCHITECT = LIVING ROOM � DIRECTIONAL HIGH HAT TH. THERMOSTAT/RADIANT HEAT z FRANK UELLENDAHL 00 123 CENTRAL AVENUE v m P.O.BOX 316 F2 GREENPORT, NY 11944 ❑ TEL• 631-477 8624 W OWNERS 12'4 3'-10" 2'-0" iS WILLIAM & JAN BENNETT 4'-0" 8" 57 LISA DRIVE :[]+� qNORTHPORT, NY 11768 new closet 7 BR TEL 516-527-1102 ❑❑ d w/Ghood above �_ W z �5 U EL F �, 0 o N BATHROOM AGR S PER 0 E KITCHEN �+ CLG.HGT.=8'-0" ]TO BE RENOVATED ❑ I —————►-�W I ° A38oVE SUN 1 UP TO BE INSTALLED a P� L_ _ I —=- AT A LATER DATE �2 11-7/8 FLU H LVL HEADER I LIN.CL ---------- 2-0 2-0 © A _ _ _ BOOKCASE ENTRY ���T I � � � F 5-0 0 W N U PENDANT I I CLG.HGT.=T-6" C-�.= I Q C-i C GLASS I 4'A `0 = m 4x8 COLLAR BEAM LEd LIGHT STRIP EA BEAM Q _�¢ tn N_ „ s a i I N ® z Z rL HOME OFFICE C,co � titn 2x8 c.J.®16'o.c. DINING! ROOM z N GREAT ROOM o FRI R-38 FOAM Insulation CATHEDRAL CEILING (2) 2x6 HEADER, TYP. N W z STORAGE 4x8 COLLAR BEAM LED LIGHT STRIP EA. BEAM © W g N � o �_ I _ DATE: 11/25/2020 ———— (3�"x 9.5" LVL H� SCALE: 3/16' = 1'-0' CV PROPOSED PROPOSED WALL Y FLOOR PLAN ® o 1 _ 0 EXISTING WALL N �g DWG. NAME a PROPOSED FLOOR PLAN 9_1 A-5 ®� DWG. NO PROPOSED ROOF CONSTRUCTION W ADDITIONS COMPOSITE DECK RAILING SYSTEM 5/4"X6" WEATHERBEST DECKING OR SIM. ON PITCHED SLEEPERS Z o TO BE INSTALLED AT A LATER DATE W EPDM RUBBER ROOF SYSTEM a In GLUED TO 1/2" HIGH DENSITY ROOF INSULATION ff3 ASPHALT SHINGLES BOARD WITH R-1.4 TO MATCH EXT'G ROOF ON 3/4" CCA TREATED PLYWOOD SHEATHING " ON 1x3 SLEEPERS PITCHED 1/8" PER FT N RESIDENCE 11-7/8"fJl 230 C.J. @ 12 O.C. w/ WEB STIFFENERS & DRAINED TO GUTTER AND LEADER W 11-7/8" 230 C.J. @ 12" O.C. w/ WEB STIFFENERS MATTITUCK, NY 1/2" GYP. BOARD R-38 STONE WOOL INSULATION (3) 1.75"x 9.5" LVL HEADER (e.g. ROXUL COMFORTBATT RESIDENTIAL) 3125 GRAND AVENUE _ ALTERNATIVE: MIN. 2" CLOSE CELL SPRAY FOAM INSULATION ALTERNATIVE: MIN. 2" CLOSE CELL SPRAY FOAM INSULATION J ARCHITECT I j j I HURRICANE CLIP EACH ROOF RAFTER TO 2x6 WALL STUD 9 1233CCENIRAL�uE (3) 2x8.25 HEADER j j FLUSH POCKET DOOR EPDM ROOFING SYSTEM T, NY X 316 GREENPORT, NY 11944 I j j I SOLID CORE ON FLAT ROOFS ABOVE: � TEL 631-477 8624 - HOME OFFICE o I _ _ _ I 1x3 SQUARE TRIM - KITCHEN EXTENSION WALL CONSTRUCTION OWNERS o I I PROPOSED PITCH: 1/4 PER FT WIWAM & JAN BENNETT 1/2" GYPSUM BOARD n Z 57 USA DRIVE 2x6 STUD WALL @ 16 O.C. NORTHPORT, NY 11768 R-23 STONE WOOL INSULATION TEL 516-527-1102 j I I j 5/8" CDX PLYWOOD SHEATHING BEDROOM 1 WATERPROOFING MEMBRANE: BLUESKIN VP100 BY HENRY E c CEMENT BOARD SIDING (HARDIE-PLANK); COLOR: TBD ;�,�' ALL EXTERIOR TRIM TO BE VERSATEX PRODUCTS GREAT ROOM 1x6 SQUARE BASE BD ALL 2x4 INTERIOR STUD WALLS @ 16" O.C. NEW BR 1 CLOSE( with SOUND ATTENUATION INSULATION PROTECTIVE COVERING 9.5" TJI 230 C.J. @ 12" O.C. w/ WEB STIFFENERS - R-23 INSULATION FLOOR — GREAT ROOM ADDITION f21 �c Z 1 P. BO ON W ILING i-- 3/4" HARDWOOD FLOOR: 3.5" WHITE OAK, STAINED WINDOW WELL s 3/4 T&G PLYWOOD SUBFLOOR, NAILED AND GLUED L7 n " / 2z 9.5 TJI 230 C.J. @ 12 O.C. w WEB STIFFENERS � z R-23 STONE WOOL INSULATIONLu z 1.5" THICK RIGID INSULATION RECREATIONAL ROOM a BASEMENT FOUNDATION DETAILS CA. R-1000 - SEE FOUNDATION PLAN A-4 M N w N Z_ N EXISTING CONCRETE SLAB A DATE 11/25 VINYL FLOORING scALE 3/8' = 1'-0° FOUNDATION DAMP PROOFING '' 3" CONCRETE SLAB TO FINISH GRADE 1" RIGID INSULATION \\ =o Ik Y SECTION A—A - - - - - - - - - - - - - = SECTION A-A DWG. NAME 6 MIL POLYETHYLENE UNDER ENTIRE SLAB 16 SCALE: 3/8' - 1'-0" 'g A-6 � OWG. NO PROPOSED m ADDITIONS W ri Z ill 1111111111 Ell I IZ Fo-I W m 0 RESIDENCE O MATTITUCK, NY Q 3125 GRAND AVENUE 0 ARCHITECT PROPOSED EAST ELEVATION o FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 OWNERS MWAM & JAN BENNETT 57 USA DRIVE -----_ _ NORTHPORT, NY 11768 _ TEL 516-527-1102 3 qq CIN � 0 IL -� PROPOSED WEST ELEVATIO � ROOF PLAN �'� 'r � SCALE: 1/8" = 1'-0" CDCD s a A1111 EJEJ V m N N - o Z N i DATE: 11/25/2020 \ i i L--J L---j I i i i JJ I i i �� SCALE: 1/8° = 1'-0' ROOF PLAN � II II 0 I I I I IG I I ELEVATIONS __ ______ _______ 0 PROPOSED WEST ELEVATION -------- PROPOSED SOUTH ELEVATION DWG. NAME SCALE: 1/8" = 1'-0" o A-7 ® DWG. NO PROPOSED ADDITIONS W GRAVEL (optional) o z HURRICANE CUP ICE SHIELD UNDERLAYMENT TYPICAL NJ 1/4--12- PITCH ENTIRE FLAT ROOF Z5 W - - RAFTER TO TOP PLATE ® m LATERAL AND SHEAR CONNECTION WFCY TABLE3.3 A - (PRMVK ALT.TO UK 3.3)- 10 Ff 14L tWff N 4-8dCOMMON NAILS (TOENNLED) REQUIRED � RESIDENCE IN EACH RAFTER AND TOP PLATE SIMPSON 1-12A HURRICAN MATTITUCK, NY CUP NAILED. FROM PROVIDE 8d COMMON UPLIFT STRAP CONNECTION REQUIREMENT RAFTER TO STUD. - NAILS ® 4" O.C. AT r 3125 GRAND AVENUE TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL ROOF TO WALL 5 - 8d NAILS EACH END SHEATHING. 10-CM TABLE 3.3 B - (MMM ALT.TO TABLE 3.3)-26 Ff ROOF SPNI ' 8-8d COMMON NAILS IN EACH END OF Z ARCHITECT APA RATED PLYWOOD TO 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP Z FRAM( LIEU ENDAHL EXTEND TO TOP OF TOP BASED ON 16 O.C. FRAMING SPACING a 123 CENTRAL AVENUE PLATE. 9 m P.O.BOX 316 UPLIFT STRAP CONNECTION REQUIREMENT a GRTE 631 NY 11624 WALL TO FOUNDATION 631NY 8624 11O TABLE U B - "MTN NE AIJ TO TABLE 3.3)-26 Fr IMF SPAN � OWNERS 8-8d COMMON NAILS IN EACH END OF WILLIAM & JAN BENNEfT 1-1/4 X 20 GAGE STRAP 57 USA DRIVE NOMPORT, NY 11768 (2) 1 1 4" WIDE - 20 GAGE TEL 516-527-1102 METAL SAPS AT DOORS FOR SILL PLATE TO FOUNDATION ANCHOR BOLT ° HEADER TO STUD CONNECTION CONNECTION RESISTING LATERAL & SHEAR LOADS E AND FOUNDATION TO STUD CONNECTION E( WFCY TABLE 32 A - (PRESCBIPRVE ALT.TO UUIE 32) 8w ANCHOR BOLT 0 MAX 1 1�4" WIDE - 20 GAGE 1/2'ANCHOR BOLT 0 MAX 46" O.0 TAL STRAP ® 48" OC. MAXIMUM. 1ST FLOOR ACQ SILL PLATE CONNECTIONSTINGF SILL PLATE TRESIO �UP� T ANCHOR BOLT � W • TOP OF OUNDATIO $ L WFCM ME 3.2 B WRAP + NAIL STRAP- 4d NAILS ) 2x6 WOOD STUDS 0 16" OC MAXIMUM ANCHOR BOLT SPACING: 72 INCHES 1 ( 4 AROUND SILL PLATE AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE Z METAL STRAP O 48" OC. � 5 - 8d NAILS LAPPED UNDER SILL PLATE R.O. FOR 16'-0" SLIDING DOOR NAIL SHEATHING TO SILL PLATE WITH (2) JACK STUDS 8d NAILS ® 4" O.C. I I 1 11 1 1- E5 2 x 8 SILL PLATE e . :De • ..a :e... D t z ' ALUMINUM TERMITE FLASHING oc. °: DQ .. r :. 0. y D D, .' D• pA . :. e•• _ ' .r � e . . e.•° a' •-e a '• i ••D ° '. ` °' - '° °. .. .' °• ,- e (2) #4 REBARS GRADE .•D 'D .• D •• D: � r ,o4,OC.x 12" A.B. ® 4sDBASEMENT ° •rb e D e: a . Doe '.a.•.. a;� •• D.:� � u0, m d D ' w/ 3"x3"x3/16" FENDER WASHER. °.. �' L N (max. 12" from end of sill plates) , ° ° ° °,.D a'. .••�':.♦e,:' °. e :Ce °D, N TICALREBAR ° •°..-D.e:m.:D.:a°••••D•D.D.�' °e'°. a.6. e,.n. .a••.De e 4 .e".'' •e ':°eD. ,:°', DeVER 24" O.C. 1.5" RIGID INSULATION .D a'°,'.:, s°•.. °_ �•. .4D•,..,.°.a �z1 o DATE11/25/202N0PROTECTED BY 1/2" CEMENT BD. 3" POURED CONC. S 8" P.C.FOUNDATION 4 Do- SCALE-- W/ 1'-4 X 8" CONT. FTG. N.T.S. °V . • - ,> ' :D. • " .D. . .• • D. • . •� .° . • ? P : D - •.'D p,. r • • .�. i . . • ..• �o CONNECTORS (3) #4 REBARS CRITICAL PATH SECTION ELEVATION CONNECTIONS DWG. NAME g A-8 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ®� DWG. NO FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM PROPOSED ADDITIONS 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing PE • DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING Z Bim• X Rafter to Top Plate (Toe—�Toed)nailed) ile — all Height: 10 ft, Spacing 16' O.C. (Table 3.3A) 4 — 8d per rafter Z 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8' Ceiling Joist to Top late n/ per joistMIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Raer (Fa nailed) n� each lap Ceiling Joist Laps ov r Partitions Face—nai ed) n/a each lap wA 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter Face-nai ed) n/a per tie ■� Blocking to Rafter (a —nailed 2 — 8d each end EXPOSURE 1, 3/4 MIN. THICKNESS. ALL EDGES OF Rim Board to Rafter End—nal ed) 2 — 16d each end Ld PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING RESIDENCE 4. ALL HEADERS 6'—O" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac —nailed) 2 — 16d per foot WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH Top Plates at ntersection Face—nailed) 4 — 16d joints teach side o MATTITUCK NY TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face—nailed 2 — 16d 24 o.c. , MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 160 o.c. along edges 3125 GRAND AVENUE 5. SOLD BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 20 stud AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 16d per 2x6 stud W ARCHITECT 0 8'-0' O.C. MIN. PROVIDE 2' SPACE FOR AIR 2 — 16d per 2x8 stud o HL CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist3 ,Endjoist or Blocking (Face—nailed) 2 — 16d ''z per foot 12 CCEENTRALUFl I SUE 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING o GREENPORT, NY011944 stairs etc. ) OR AS NOTED ON DRAWINGS. "" TEL 631-477 8624 Joist to Sill Top Plate or Girder (Toe—nailed) 4 — 8d per joist 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridggi�ng to Joist Toe—nailed 2 — 8d each end OWNERS PARTITIONS OR AS NOTED ON DRAWINGS. BlacTting to Joist RToe—naded� 2 — 8d each end BBlocket to Sill or Top Plate ( Toe—nailed) 3 — 16d each block WIWAM & JAN BENNETT Ledger'Strip to Beam (Fac —nailed 3 — 16d each joist 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Joist 57 USA DRIVE WITH RATED GALVANIZED METAL CONNECTORS BY Joys on Ledger is earn Toed) ed) 3 — 8d per joist Band Joist to Joist (End—nailed) 3 — 16d per oast � NORTHPORT, NY 11768 'TECO' OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per oot TEL: 516-527-1102 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING 3 BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4' o.c.nperimeter zone �E ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of p 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 0 4' an , 12° o.c. interior Diagonal nBoar4 Sheathing ° of p � panel, a r o.c. EXTERIOR EDGES AND 6 d 0 12 o.c. 1 x 6 or 1 x 8 2 — 8d per support INTERMEDIATE 1' x 10' or wider 3 — 8d per support I 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7' edge / 10' field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING - z CONNECTORS BY °TECO° OR APPROVED EQUAL FOR Structural Panels 8d 6' edge / 12°field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE fiberboard Panels CUPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16' 6d 3' edge / 6' field CONNECTIONS. 25 / 32' 8d 3' edge / 6' field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIACD s PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL sum Wallboard 5d 7' edge / 10' field PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND Hardboard 8d 6 edge / 12 field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6' edge / 12' field S °° AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1; x 6""or 1' x 8° 2 — 8d per support o BEARING POINTS AT A MINIMUM. 1 x 10 or wider 3 — 8d per support N HANDLING, STORAGE, AND ERECTION OF N COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING •— RECOMMENDATIONS. Structural Panels 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2' DIA. 1' or less 8d 6' edge / 1 ' field DATE: 11/25/2020 GALVANIZED MACHINE BOLTS 0 12° O.C.. greater than 1" 10d 6' edge / 6 field = SCALE: N.T.S. Diagonal Board Sheathing z FRAMING NOTES I" x 6' or 1' x 8' 2 — 8d per support. ¢ 12- • 12 12- • 12 1 x 10 or wider 3 — 8d per support Nailing Schedule OR: TRUSSLOK CONNECTORS BY 'FastenMoster 0 16° O.C. 1°Nailing requirements are based on wall sheathing nailed 6'on—center at the panel edge. If wall sheathing is nailed N =� N DWG. NAME be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. o z When wall sheathinQ is continuous over connected members , the tabulated number of nails shalt be permitted to 16 E be reduced to 1 — Ttid nail per foot. S A-9 ®� M. NO