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Home My WebLink About48439-Z �p�OS11Ff01►�cpGy Town of Southold 12/3/2022 a P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43646 Date: 12/3/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 625 Glenn Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/6/2022 pursuant to which Building Permit No. 48439 dated 10/31/2022 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: "as built"additions and alterations, including bathroom and sunroom,to existing single family dwelling as applied for. The certificate is issued to Quinn RW&P Irry Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48439 11/22/2022 PLUMBERS CERTIFICATION DATED 11/21/2022 imoth uinn A o 'zed Si tore �oS aF c TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "o wry' SOUTHOLD, NY � .n 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#: 48439 Date: 10/31/2022 Permission is hereby granted to: Quinn RW Irry Trt 17 Jamaica Ave Plainview, NY 11803 To: Legalize "as built" bathroom and "as built" sunroom additions to an existing single family dwelling as applied for. Additional certification will be required. At premises located at: 625 Glenn Rd., Southold SCTM #473889 Sec/Block/Lot# 78.-2-8 Pursuant to application dated 9/6/2022 and approved by the Building Inspector. To expire on 5/1/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $623.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $673.20 �6) Building Inspector pF SO(/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devline-town.southold.ny.us Southold,NY 11971-0959 Q �yOOUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Quinn RW Irry Trt Address: 625 Glenn Rd city:Southold st: NY zip: 11971 Building Permit#: 4$439 Section: 7$ Block: 2 Lot: $ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 4'LED Exit Fixtures Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " Bathroom and Rear Sunroom Inspector Signature: Date: November 22, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Y ' Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT NOV 2 , �o�Z TOWN OF SOUTHOLD towN OF ounioto .CER_T-IFICAT-L-O-N Date: Building Permit No..-.— Owner: o. _Owner: /'1/01 �1 �. --LA - (Pleas print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. rs lu rs gnature) -- —` Sworn to before me this 5 t day of Ovemlxr 20 22_ T)Le' Notary Public,.5 U--Pf (- County TRACEY L. DWYER NOTARY PUBLIC,STACE OF NEW YORK N0.01 MA430,06900 OUALIPED IN St.;'=FOLIC COUNTY COMMISSION E:PBES JUNE 30,2-0,9—U ho�aOE SOUlyolo t # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALWJA1��!'1� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: I o IN-OF qVILSi * :T�t%o(04& r &,v_N_ h_ �vomkq,&, - G6&." y DATE 1 L n ZO yv INSPECTOR �O�aOF SOUIyQ� �J le4 <� # # TOWN OF SOUTHOLD BUILDING DEPT. ��y000NT1 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �► V ( L`T' Lvm12 d DATE �L Z7i INSPECTOR �� OF soUIyO� 6 I W (O J75 (- /C'V l � # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL 3- REMARKS: r'� ( vollo � No &r OK DATE INSPECTOR DEC 0 2 2022 BUIWINQ DEPT. . Condon Engineering, P.C. powWWSOUTHUD New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com December 1, 2022 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: 625 Glenn Road,Southold, NY Dear Mr. Verity: As requested, I reviewed the work for the at the above referenced property for the rear porch and front bathroom on November 16, 2022. Based on my observations and to the best of my knowledge, the plumbing, insulation, framing and strapping for the proposed renovation was installed is in accordance with the proposed drawings, the 2020 Building Code of New York State and the 2020 NYSECCC. Please call me if you have any questions or require additional information. Yours tr y, J ondon, P.E. r C ' (s a e�i 2 "1OF S��fle�� ; . �T.. . .. :'. * � r 4 .� �� 4 �� . , �� ...w � ..... ........µ �. � , �► �x� , ; ''C . .� .. �. ''-� _ .�- � � � r �'_ r .a i FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) z �o 1 ROUGH FRAMING& S y PLUMBING �r INSULATION PER N.Y. y STATE ENERGY CODE k !901!W- FINAL 1 y ADDITIONAL COMMENTS t P w cc. 10-73.z0 r z 22--. �ZAR Fie c 186 e c.-.*r 0 2c7 - ►- Z rn ro x d b o�SSFO(KcOG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 hiips://www.southoldtomLnny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. U439 Building Inspector: SEP 0'6 202 Applications and forms must be filled out in their entirety. Incomplete _ BUILDING DEPT 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: OWNER(S)OF PROPERTY: Name: — SCTM#1000- _.w_._.. TI-N�ort-4Y Project Address: 7' po,rA... 63( -03 -V 3 rJ Phone#: Q. J� 5►(9N z _ EmailQ Q..._ l,l: ._i�E/Zt-ZO(j-a.?.A� _Mailing Address:QuLj,),k 19 Si4EEMa#�L AOF•1 _�LJ��cJ.a�.-c�y_f.i.�_ .�.1 . - CONTACT PERSON: Name: Mailing Address: Phone#: c(3 3..5� Email: C,� DESIGN PROFESSIONAL INFORMATION: Name: KiEHL_.-�� Sl_41 fis&Dce LLC.- Mailing Address: �6�$-(tel_-cN.� ► 265- LA C0t4c� Phone#: (« e33 -Q® � Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure KAddition 9lteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 125 Will the lot be re-graded? ❑Yes�8No Will excess fill be removed from premises? ❑Yes ;KNo Izp_ lZ 1�iN k odM fc�FhD f Z 0 I5- Coves 1 PROPERTY INFORMATION Existing use of property ' Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �1tNTI AL- this property? ❑Yes [>No IF YES, PROVIDE A COPY. u� !� Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water.issues as provided by Chapter 236 of.the Town Code. APPLICATION 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): aR TI N. K ok— gAuthorized Agent ❑Owner " Signature of Applicant: '.�'.y/ Date: --(o--Zz STATE OF NEW YORK) SS: COUNTY OF !&JFPOL-t<- ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the P�61-4( (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 l0-f� day of %kCM6,:;r , 20—Qa otary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATION NO.PNOloin Wss 900 OF EwYORK (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY SE !&a P FRS � —&�F— CQMMISSION EXPIRES JUNE 30,2 0 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 a Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) l7 JAMAc�(� P►�;E f I�k�V��W ��3 I, 1 I M O-T R Y" Q j l MN residing at 6�wM,`" AV,6- . (Print property owner's name) (Mailing Address) do hereby authorize -R29-►r (Agent) to apply on my behalf to the Southold Building Department. � , 4 . 0i�, 1�� /(0eerZsin tore) (Date) (Print Owner's Name) BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(-Dsoutholdtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License=No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION! (All Information Required) Name: go N I"i wV 2 i !moi Go i htk,-k Address: (� Z S ' LF t,4 30\J-1 Cross Street: S FUL �rc,u F Phone No.: (� 3 Bldg.Permit#: email: Tax Map District: 1000 Section: 7'8 Block: 2 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: © YES ❑ NO ❑Rough In ® Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size111 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals[]l 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION S-wfl-rom Z loGv2-0 PAddress: PERMIT # Switches l Outlets 9 G FI's 1 Surface I Sconces ;) HH's 1 11 UC Lts Fans ( Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments v ®S�FF�1� ; M BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 C Southold, New York 11971-0959 Telephone 631 -�- 765-1802 - FAX ;•;__ �� „V ;. p ( ) (631) 765-9502 rogerr(@southoldtownny.gov -- seand(a�southoldtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: ------- -------- --------------License-No.-:------------------------------------------- --Elec.-email:------------------------------------ ------------ Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) t��oF_2: Q o ►-I Name: j i"im WU 1 Jz iT/M Qui N to Address: (U 2S Q LF M 30 1 1 Hilt Cross Street: 5ep ftp—N a.i 0,F_ Phone No.: (� 3 BIdg.Permit#: email: Tax Map District: 1000 Section: 78 Block: 2 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: © YES ❑ NO F]Rough In IN Final Do you need a Temp Certificate?: F-1 YES ❑ NO Issued On Temp Information: (All information required) Service Size 01 Ph03 Ph Size: A #Meters Old Meter# O New Service0 Fire Reconnect[]Flood Reconnect OService ReconnectOUnderground DOverhead # Underground Laterals F1 1 FJ2 0 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION S�,,J2aOm 2 �y )OW20 ..__.._ �' _,y:.".'•.`�`s�"',Sn°.' .. — . . _ -.. �j...,.-. til.;• _ ... _ r•_•'.:1��r. i}3-�;�i:,F i %� "•`ter"" A•.,_y..-....•.•.q .� ,. 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AT 30 AE �� 1 1 1 � .,I,tJ�.f,•_ ,i,�,�,`,s l ,i �s.+'r`:. .. 9 •e s in As �i+c�AR?S K66'31'�C'til+� - �•� �' CsZ E tvN ROAD � ctpti�wHrE+�t,, r _ r C+iIG!+Csn��yyMLMMIf1S4?A►•Cyi,•�l�l:�A_`ti t a 'tLT'�OS.S�CT�lN RGFEjil>�•t•y�}a�c WEST CQeXK ��TA�='"�h�e�E ir�i n�LE•9t.liafC:�.K r � - Unwowdmd alteration oradditbn to tlas surveyis avio)ation of Secum noa of the New Yo*at t Education LVA t.opiesoft+tesnrveymop not bssrlt0 MAP OF PRUoEl;,)r the land asurveyora k►ked seat or ' , embossed seal shatl rtotbe ansidsred I O auarardessfrdestedttereatetmrtrun SURVEYED, F:OR i - only m 00 parson forwhan the BMW/ `� � � ��-- ;•_ 1 4 rj is papaw.and on hls bewto the ' title Company.governmental a9et>LY snd `� �• v kn ft institution fisted hereon and t i to the assignees of ttie leading trail- AT wom.t LWW..ises are not transfarabb 140.90 5,72 59t5OtD--o, , trsswtiocuorsu�oquee� •50UTP LD t „E, i r ----- OD •TOWN OF5OUTHOLD,NAY. 51 , _ si EP.s i . EtVC�.vse:a � •, FOUNDA,— _ AA z 'I5TOIZY I:R.Ho F NE S�.ALE-- 50 =I" ; W cue --�� Q , t T�0 V f RC N Pf PE Af I L r IA. — om cli t N Mo tt3s J ,c N.'. r c Z (ns�o LAND 350.o'TO N.W3 i30"w 140.00 5H EPACUDR i VE •GLENNROAD ,0 GUARANTf=ED TO 7HE HOME rfT — - - ---- --- -- - - _.__ _ --- - --- -- -- CHICAGO 'r!Tj_E I N5URANCE COMPANY * T-HF_= i E THOLD ;_�Q_Vi NG5 SAN K r ff, A5 LSRVEY-D - _ APR.7,;9b? I VAN ''jYL9 5ON f NOTE-UIDATES0NILFEINH T �'S,5HOWN REcERTD'%MAP OFWEST CREEK FrF_SUFFOLK COl,jNTYCiE47K' 5 i NC1.3�4E3 . —'_..._ -•- ----•-•=- -•- -- __ - i2 . vq,,.....�'_,�� i LICENSED LAND SURVEYOP,5 SUFE CO.TAX MAP DATA:1OW $ –` _:O� - -S. GREErt�3RT,NAY. Una�,Il�orl�d atae�orr�ssldido� - , EduciomLm OCT 2 7 2022 co�.a aaysr anab••s� MAP OF PcZ00ER T;' the Ind iW�►riYcr'slNmdseNCr 1. • � srr�boa.a sau a>vt a�I�.mr�stdwmd BUILDING DEPT. 5L:RVEYED roR TOVIN OF SOUTHCLD i O p�rar slirdepllraauWRO • � � odyb�pinonlorwhorrttitesuvy _ 1_ .�r_�.. '_`.-�.. _T 41oftbm Med bmw Md • 45 u7lecai�pony�8oerR9�'Y� ��`J'- �� •� ��' �`•`v , ' Md- AT t moa.Qwwxees•aro rat trandW&W 140. ��dor>Sara�quafR - .r�[.j'�'F-!OLC3 ! 59`30"E. — D TOWN OF 5OUTHOL.D,N.Y__. 9 ; m f t • COW-2. cock 5 a 4d i' I c , 26 I STORY Ka.No NE SCALE-50'=I" w c"Q yr _ QAC y0 o=IRON PIPE . civ �� II,+ ®� c�� Na.Le» �► �I�= R r!G�:�'C�' ��:� 150.0,TO Nke3 E r 30"W. t SHEl�'A�DR i VF_ 140.QQ �` } 1 •GL.E NN ROAD 0 GUARAN-PEED TI✓ THE HOME riT-E: D!VI510N- - - -- - - - --- -------�- - ------ _ — CHICAGO ?'1TI.E 1 N51JRANCE COMPANY 70714 F-= t SOUTHOLD 5AVI N BAN K ^5 �L)RVEYc_J _ - r�APR.7 19b? '\/AN 'PjYL9 ON € NOTE-LAT Np'5.5HoWN REFER TO-EMAP OF WEST CREEK E.ST" IN E BUFF Oi_K CUUNTYCLERrG�S r-• OFFICE A,.. MMAP NO,98423. LICENSED SUFE GO LAND SURVFyou %S t .TAX NEAP DATA: -0-78-r GREE�IIX3stT N, . +1 - -- _ , Y REScheck Software Version 4.5.0 Compliance Certificate Project Quinn Residence Energy code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 625 Gleen Road Brett Kehl Brett Kehl Southold, NY 11971 DAK.Assoc.LLC DAK.Assoc. LLC. PO.Box 1675 PO.Box 1675 Southold, NY 11971 Southold,NY 11971 631-433-9084 631-433-9084 trade-offcomplicincePasses usiaa;UA Compliance: 1.4016 Better Than Code Maximum UA: 69 Your UA: 68 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 Glazing Cavity Cont. Assembly or R-Value R-Value or,DQor UA Perimeter U-Factor Ceiling 1: Cathedral Ceiling 234 19.0 0.0 0.052 12. Wall 1:Wood Frame,16"o.c. 230 11.0 0.0 0.089 10 Window 1:Wood Frame:Double Pane with Low-E 80 0.320 26 Door 1:Glass 40 0.290 12 Floor 1:All-Wood joist/Truss:Over Outside Air 234 30.0 0.0 0.033 8 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. _ Fief l-A l��L P,s�,N�2 ," $-6,22 Name-Title Sign u Date Project Title: Quinn Residence Report date: 05/09%14 Data filename:F:\My Vaults\ssbn654\FILES\USB 03-28-14\USB20FD (F)\Quinn\Quinn Sunroom.rck Pagel of 1 REScheck Software Version 4.6.2 Compliance Certificate Project Quinn Residence Energy Code: 2020 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 40/6 Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: designer/Contractor: 625 Glen Road Robert Quinn Brett Kehl Southold,NY 11971 17 Jamaica Ave. DAK Assoc.LLC Plainview,NY 11803 PO Box 1675 516-882-6637 Southold,NY 13.971 631-433-9084 trade-off'�Compliance: Passes using UA Compliance: 22.7%Better Than Code Maximum UA: 22 Your UA: 17 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 1:Flat Ceiling or Scissor Truss 45 30.0 0.0 0.035 2 Wall 1:Wood Frame,16"o.c. 154 15.0 0.0 0.077 11 Window 1:Wood Frame:Double Pane with Low-E 7 0.310 2 Floor 1:All-Wood Joist(Truss:Over Unconditioned Space 45 21.0 0.0 0.044 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck inspection Checklist. Xk Name-Title Signa re Date Project Title: Quimm Residence Report date: 11/03/15 Data filename: Untitled.rck Pagel of 1 o l -j APPROVED AS NOTED DATE' �- B.P. # ` 3 673 . VI�LY WITH ALL CODES OF FEE: `� BY NEW YORK STATE &TOWN CODES NOTIFY BUILDING DEPARTMENT AT 765-1802 *8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS ' FOLLOWING INSPECTIONS: ''°'';'�= 5. 1. FOUNDATION-TWO REQUIRED SOUTHOLDTolo FOR POURED CONCRETE y � t 2. ROUGH-FRAMING,PLUMBING, SOUTHOLD TOWN�� . STRAPPING, ELECTRICAL&CAULKING ' 3. INSULATION SOUTHOLD TOWNTRUM 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE'COMPLETE FOR C.O. N.Y.S.DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES-OF NEW ; YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER Additional SUPPLY SYSTEM CANNOT CerdfiCStlon EXCEED 2110 OF 1®!. LEAD. May Be PegWred. GENERAL NOTES: ,,, ! : i •" SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION „ /,,i ' �% %%' %N R A C T 0 R 0 T E S y. 1 RESIDENTIALACO EO WITH O BE 00 6P UNIFORM CODE SUPPLEMENT,THE DTREGULATIONSTOF ALLNOTHERRAGENCIES INTERNATIONAL HAVING O JURISDICTION. �� \ 9 h General Notes: GENERAL NOTES: Woad: '- - -_ - ---- E 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2, FIRE SAFETY: 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHLDESIGN ASSOCIATES LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA, residential a, commercial design . consulting 2. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: 1631)433 9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown shall architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654Co fonline.net AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. p 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Kehl Design Associates.LLC o formerly D A K Associotes,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. i � 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNLRSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. 5' b. Plywood sheathing shall be continuous over two or more spans with rain of face I s across supports CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED y g p g p y pp ideas, design arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. g g p esented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of DESIGN be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection 6, with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E = 1 ,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS, THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8 r ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): g• E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 11 . KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE TH'E ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. NOT FOR 7 DETE SINGLE SINGLE OR AND MULTI PLE-STAT ON SINAACCORDTION ANCE KE AWITH 2015 MS AS VINTERNATONABLORESIDENO IAELL AS CARN MONXIDLE CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL R=QUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 . INTER!11 'TIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT ,,AND VENTILATION REQUIREMENTS. TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, La, AND MINIMUM CONCENTRATED LIVE LOADS 9 r PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE OCCI.,rA.rJCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERN,ITIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE' 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED,STORAGEi• j' k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; - EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. TYPE GROUP - FP BALCONIES (EXTERIOR) AND DECKS e 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL I -J MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM NAILING NOTES:E 1996. V e ALL OTHER AREAS 40 ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/6 INCH11.1mm AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS ( ) MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING NO SUBSTITUTIONS PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL QUINN 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE All framing hardware shown on these plans, HEIGHT, BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE unless otherwise indicated, IS Simpson Stron Tie, REslg'�ECE THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED P 9 1 LL�� PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO NO substitutions are approved or authorized THE HIGHEST ROOF SURFACE 3 STORY 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH =12'-3" AS PER CHAPTER 5 OF THE THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE INTERNATIONAL RESIDENTIAL CODE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due to the relationships of framing hardware to EXISTING CONDITIONS UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE the other components of the structure, any framing ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vosd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions Wlll render these plans SINCE 2015 OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null and void, and Witt result in the installer/contractor TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2, GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system, TOTAL HEIGHT FROM RIDGE TO GRADE 15'-7" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. P y 625 GLENN RD. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET SOUTHOLD, NEW YORE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE LUMBER SPECIES AND GRADE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL PERMITTED TO BE UNPROTECTED. THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE E'JGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - AREAS OF STRUCTURE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: THAN 10 POUNDS PER SQUARE FOOT. DECK TO BE REMOVED NA FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW CRAWL SPACE NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. BASEMENT NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL EX. FIRST FLOOR NA ROOMS. NO. 8 WOOD SCREW ( - FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. HE NEW FIRST FLOOR 45 SQ FT BASED ANCHOR WITH 2 16 10 8 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOW?) OR INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, NEW SECOND FLOOR NA OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: NEW BALCONY NA INCH EMBEDMENT LENGTH LOFT NA Ya AUGUST 31, 2017 INCH DIAMETER LAGSCREW- ATTIC (HOUSE)(o) NA BASED ANCHOR WITH 2 16 12 9 PROJECT NO: ATTIC Hou SE b NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTHCDCOPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1133-2022 GARAGE NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. UNDER FEDERAL COPYRIGHT LAW. RAWN BY: ATTIC (GARAGE)(o) NABDK NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT 3'" BONUS ROOM NA FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m s w : k OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 P P / � T- ,`.;,. r ,,,�,,;,,, s CHECKED BY: SCREENED PORCHES NA NiRII TEN AUTHORIZATION. INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. P p g ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF { ` , ` ^�' a. This table is based on 140 mph wind speed and a 45-foot mean roof height. 0 4 SEASON SUNROOM NA (SEE PAGE A102 FOR DETAILS). da; SHEET NUMBER: b. Fasteners shall be installed at opposing ends of the wood structural ` w' ,w." NEW DECK NA pp g panel. KEHL DESIGN ASSOCIATES, LLC. 3,i, •, g Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 1 COVERED PORCHES NA �. ( '. COVERED ENTRANCE NA c. Anchors shall penetrate through the exterior wall covering with on embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN "�< '` `' G1B POOL HOUSE CABANA NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. ., " a minimum of 2Y2 inches from the edge of concrete bock or concrete. ACCESSORY STRUCTURE NA ��: r ht to build without s does not authorize the right of these drawings '"�& '- s RAMP TO DECK NA d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance g g 4 .e using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. f ` �'iCI''•*". � JOB NUMBER: OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. ® MDESIGN•ASSOC7ATES,uc (b) WITH STORAGE SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF �� f..�.,,%✓L�/,o/i%%;>,;:.-./.,..G //,i:;:,%fG/, TWO 8d NAILS THIS MTS 2 0 L T S 2 0 - /� DOUG- Ik SIDE OF TRUSS. • FASTENERS ALLOWABLE LOADS 12 LOAD / WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT LATERAL (133/160) 8dx1�° CODE 801 NAILS NAILS - -- �i N0. TO AVG REF. INTO TRUSS TO 70 RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& STU '- TRUSS s o NOTE: REFER TO SIMPSON WOOD CONSTRUCTION __= SIMPSON PROVIDE (1) HGA1oKT ON TAKE-UP WASHER SIDE OF CEILING JOIST ��jj H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - KEHL DESIGN ASSOCIATES LLC ��- AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES i— residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLO'NABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWOo °° ARTJ'x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL PC.Box 1675 phone: (631)433-9084 MODEL GA AVG 2 INTO ; Southold,New York 11971 E-Mail: ssbn654@optonline.net NO. MAX. CLEARULT. LFTA 2 2 " 3' 3� LFTA REF. PLATES °®° °• ° WIDTH SPAN L QTY DIA t�" 2" 21" 3" 31" 1}" EIGHT--' Kehl Design Associates,LLC a formed D A K Associates,LLC 8d NAIL a �777 LFTA 16 24" 17" 381" 16-10d — 4200 1205 1400 5, 44, 85 INTO S _ e g y STUD °' e `UWNERSHIi' & USE OF /DOCUMENTS: DR LARCH / s0. PINE ° These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS' REF. MODEL L AVG 10d 10d x 1}" CODE NO. ULT LFTA LSTA21 therein, are the tad tad x tz" (133 / 160) (133) (160) � ideas, design and arrangements rrPng�ents represented property KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be °° copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 ° ° with any work or project other than for which ° they have been prepared without written consent. MTS20 20 14-10d 14-10d x 1}" 3116 HG1000 840 1000 3, 41, 128 ART�'xi 2 0 Simpson Strong-Tie HGA10 LST20 20 12-10d 12-10d x 1 2383 775 720 720 3, 41 GNW- DETAIL, "E" °° COUPLER NUT DOUG-FIR-LARCH/ Equal number of S0. PINE CODESpecified TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ lh l en do 1t „ No. TION (100) 125) 160 Simpson Strong—Tie DETAIL K G 515 645 670 CS16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''�'9(DF/SP) (133) HOEDOWN HOEDOWN ART -x12 DEFLECTION DEFLECTION CODE STU 5 STUD LENGTH OF BOLT x•a AT HIGHEST REF. 8 MODEL MACHINE AVG AT HIGHEST NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 0 BASE BODY 4 5 g BOLTS LOAD DESIGN ,/ SIMPSON GA HB SB W H B SO CL DIA ' DESIGN yNHEN RAISED OFF oho Cl 1�" 2" 2k" 3" 3�" 5�" LOAD THE SILL PLATE v TAKE—UP WASHER 0 HD2A 16 12 4�" 2�" 234" 8" 2A" i" I 1�" J 2 F 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 ART 5"xl 2 MODEL DIMENSIONS I FASTENERS ALLOWABLE UPLIFT LOADS AVG W L STUD PLATE ULT. (133)2 OF / SP (160) RODE N0. SP4 3 " 7;" 6-10d x 1i" —12917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA NO. W L NAILS 10�R (133) (160) REF, o° ;WORK NOTES: LSTA21 20 1 21 16-10d 905 1 1205 1295 7, 40, 90 °o DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL GA W L NAILS FLOOR (133) (160) REF. Sim son Stron Tie too P g— MSTA24 18 11" 1 24 18-10d 1 1025 1 1370 1 1640 F7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE M ODLIN 0. END SPACING REF. HD2A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)Z OC. OF ROLL) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31° 28-8d 1235 1650 2rs° 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HG NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS MODEL ON. DOUG-FIR AR H O PINE ALLOWABLE OA ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B todADER6d JOISTS AVG UPLIFT FLOOR too SNOW 115 ROOF 125) CODE ULT. REF BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL T11 (133)(160) 10d 16d 10d 16d 10d 16d . ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 " 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" STU 8 HUS210-2 14 3�" 9 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 SIMPSON DOUG-El ARCHZSQ INE ALLOWABLEARCH MODEL FASTENERS AVG LATERAL CODE TAKE—UP WASHER UPLIFT (133/160) REF. NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F' 160 HGA i 0KKT 14 4-SDSJ"x1 J" 4-SDSJ"x3" 1523 435 435 1165 940 CN W— USE A MINIMUM OF SP4 COUPLER NUT SIDE OF TRUSS,8d NAILS SP4 8HIS CNW- STU 5,,— COUPLER NUT TOTAL FOUR /, SE A MINIMUM OF SIMPSON 8d NAILS TWO 9d NAILS THIS MTS16 STU J-- LSTA21 SIMPSON TAKE—UP WASHER INTO TRUSS SIDE OF TRUSS, MTS16 SIMPSON TOTAL FOUR /. m HDZA TAKE-UP WASHER Strong—Tie INTOAILS TRUSS LSTA21 HUS 210—2 'PROJECT: FI ANCHOR BOLTSQUINN 8 NAIL ' EIGHT TWO 8d NAILS-_ 8d NAIL INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °m° REST®E C H7 8d NAIL ® DETAIL "D" DETAIL "G" DETAIL SITUD TO Simpson Strong-Tie ° Simpson Strong-Tie EXISTING CONDITIONS LFTA ROD SYSTEM LFTA SINCE 2015 LFTA BP 625 GLENN RD. SOUTi MOLD, NEW YORK ROOF DRAINAGE CALCULATIONS: DRAWING TITLE: ROOF AREA = 45 sq/ft SIMPSON WINDLOAD CHARTS & CALCULATIONS LTP4 V = AXRxc I & LTP4 A _ 45 sq/ft DETAIL "L" STRONG-TIE DETAILS LTP4 R - 2" RAINFALL = .17 ft C = COEFF. = 1.0 SEI: ISSUED FOR: DAIE: DETAIL "C" V = 45 x 1 x .166667 = 7,5 0, I Simpson Strong-Tie Floor-to-Floor Connections 7.5 CU. FT / 8,73 CU.FT,/ VERTICAL FT. = 0.86 V.F. USE � �1 4 DIA. POOLS 30 DEEP = 8.73 CU, FT SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ALL LEADERS ON ADDITION TO BE PIPED TO NEW FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. VEAL: DATE: L T P 4 DETAIL "B" 4' DIA. x 3.5' DEEP LEACHING POOL WITH COVER. GUST 31, 2017 LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 1133-2022 Simpson Strong—Tie EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. THE ABOVE ROOF ADDITION IS CONSIDERED TO BE A (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: Floor-to-Floor Connections DE MINIMIS ADDITION IN COMPARISION TO THE ENTIRE (4) SHEATHING TO BE NAILED TO TOP PLATE BDK N❑ SUBSTITUTIONS CHECKED BY: STRUCTURE. THE EXISTING HOUSE HAS A FLAT ROOF ' r` �:r g p AREA OF APPROX. 2251 SQ/FT. `+` `" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL All framing hardware shown on these fans, � � y *"�, � `��,'' ?�. p 9— NOTE: THIS ADDITION IS UNDER THE EXISTING ROOF © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARf . b ." • �HEEI NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, unless otherwise indicated, is Simpson Strong—Tie,Tie, AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE No substitutions are approved or authorized, STRUCTURE OF THE FRONT COVERED PORCH. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT _ it 4 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �. : THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. Due to the relationships of framing hardware to G2B KEHL DESIGN ASSOCIATES LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE � 9 the other components of the structure, any Framing PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) hardware substitutions will render these plans ��, ..u•, , . rj .a:1 ks' UIQ NUM E null and void, and will result in the installer/contractor 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) assuming responsibility for the design and Acceptance of these drawings does not authorize the right to build without the authorization performance of the entire systern, of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® KEHL-,DESIGN•ASSOCIATES,u.c 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ��, ,`/�/ /� /.,.,• ,./ .,% � ;,-, it ,_ ��j�/�� ✓i/ ice_ 31x46 31x46 Provide H dronic Kickspace Heater under vanity base. i,;;;< __ ______ �✓ Provide YZ" blocking in KEHL DESIGN ASSOCIATES LLC all walls where handrails maybe attached in the future ? residential & commercial design • consulting Provide for recessed Medicine X Cabinet with Light Fixture Above. Verify with owner. Provide Concrete Board on P0.BOX 1675 phone: (631]433-9084 Floor and Tile Southold,New York 11971 E-Mail: ssbn6549optonline,net Existing Provide Rubber Membrane Under Shower Mud base, Kehl Design Associates,LLC E formerly D A K Associates,LLC Existing Bedroom , Conc. wall board under wall Tile. Tile Floor, Walls with OWNERSHIP & USE OF DOCUMENTS: Crawl Stone Seat, Alternate price with a fiberglass These drawings and specifications including the base with a seat, wall to ideas, design and arrangements represented Space be tiled. therein, are the property of KEHL DESIGN Verify with Owner. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection Bathroom walls to be finished with any work or project other than for which with sheetrock and painted. they have been prepared without written consent. Verify with owner Provide ADA Compliant Toilet 1 Verify Model with owner. Toilet to be Elongated Existing Existing Asting Existing X Crawl Crawl- Foyer Bedroom Space Space Provide access to crawl space LLJ for plumbing to new bathroom 4" PC, Stab `^ S' Line of New +' Ln Foundation for o 32" 4 -82" 32" WORK NOTES: Addition A ve .=acv t L � k - ----- -- _o '-32"f 44" 44" ExiCT cr_- stin c e X �. Sgeeleves 32 ,v Bedroom W o 4" PC, Stab Provide access to crawl space i II Existing Conc oc, r., X a I beneath new bathroom cv co I I co T,I Foundation (Verify Ftg, Min. 3'-0" �_ F/L �N Below Final, Grade j j 410,i 1'-4 " i I I of 31x46 31x46 M 7' 201 201 201 201 201 201 PROJECT: QUINN RESIDENCE FLOOR FRAMING PLAN- NEW BATHROOn/iFO NDAT101 PLANEXISTING CONDITIONS SCALE: 1/4"= 1'-0" SCALE: 1/4F=1'-0" FLOOR PLAN SINCE 2015 SCALE: 1/4"=1'-0" 625 GLENN ISD. SOUTHOLD, NEVA YORK DRAWING TITLE: TOTAL OF 3 BEDROOMS FOUNDATION PLAN / NOTE: FLOOR FRAMING PLAN / ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO HAVE ALUMINUM SLEEVES / COVERS NEW BATHROOM FLOOR PLAN 3" THROUGH ROOF ON REAR OF HOUSE II 3" THROUGH ROOF ON REAR OF HOUSE PLUMBING RISER DIAGRAM 2" 3" 2" 3" SET: ISSUED FOR: DATE: EXISTING EXISTING BATHROOM BATHROOM EXISTING EXISTING NEW 2.. KITCHEN LAUNDRY MASTER BATH 2.. 21, 2.. 2.. 2" 2" 3., 2.. 2.. 2.. 2.. 2.. nw i 2" WASHES[:] 21, FIRST FLOOR DEAL: DATE: 2 2 2 AUGUST 31, 2017 3• PROJECT NO: 2" 2" 3.. 3.. 1133-2022 DRAWN BY: BDK C.O. C.O. 4" F.A. VENT 6' �} CHECKED BY: r�ABOVE GRADE J DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL C.O. 4 'c.o. * � '`� ' '"' `'''i' c.o. ' i " r `'. �HEEI NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 3" 3 ' 'w u 3" © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AR AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THETo SCWA APPROVED ' LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 4" Cl SEWERAGE S` S7En� PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT- t ' �4 HOUSE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF y`` ..a t 3 1- —0 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. TRAP M . KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ?',"' '" r . PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ,� „ p 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLUMBING RISER DIAGRAM (NTS) 6` � ��. -�=' Due NDMB 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® KEIL•DESIGN"ASSOCIA'IF.S,ux Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Z0// / . KEHL DESIGN ASSOCIATES u,c residential & commercial design • consulting PC.Box 1675 phone; )631)433-9084 Southold,NewYork 11971 E-Mail: ssbn654Coptonline,net Kehl Design Associates,LLC n formerly D A K Associates,LLC 12 1 5 5 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 1 with any work or project other than for which they have been prepared without written consent. — O FRONT ELEVATION- RIGHT SIDE ELEVATION_ SCALE: 1/4"= V-0" SCALE: 1/4"=1'-0" WORK NOTES: 12 5 12 5 Existing Attic Existing Roof'System R-30 Insulation I I I I I I I I � I I I I I I 2x4 Top Plates j I R-15 Ins, SHOWER CL. Existing. PROJECT: Bedroom C�UI I , New I I , I , I Match Existing Siding Bath l 30# Felt 2x4-16" oc wall Studs , I 1/2" C°x ; ' EXISTING CONDITIONS I I I I SINCE 2015 I , I , I , I , I , 20 Shoe 625 GLENN RD. Simpson strapping I I 2x8 Box Beam (Match Existing) 2x6 ACO sill plate OUThIOLD, NEWYORK Lead Coated Copper Flashing Termine Shead /Sill Seal 4" PC, Stab Y"x6" anchor bolts rovide access to space Epoxied into Foundation R-19 Insulation \—Pbeneath new bathroom DRAWING TITLE: - Existin ELEVATIONS 8"CMU. foundation Crawl S ace & 163" conc, footing CROSS SECTION Min. S-0° below final grade "SEI: ISSUED FOR: DATE: (VIF) CROSS SECTION rA-� 'SEAL: DATE: SCALE: 1/2" - V-0" 201 AUGUST 31, 2017 PROJECT NO: Y ' 1133-2022 DRAWN BY: BDK �" s• �0", °� + , CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ` SHEET NUMBER: CODE UPDATED WITH THE 2016 UNI ORM CODE SUPPLEMENT. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS A AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ARS N) DESIGN IS USED IN CONJUNCTION WITH PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �`` ` '�'' HEREIN. WHERE ENGINEERED TH THIS CODE AND E LIMITATIONS THE T S LIMITATIONS OF E THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFB201,�,.__._ -3'i - ,.,: KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL WFCM PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. '�+►—�:' � `C�da ?'µ .�r �''^-•. V...,<<. DOB NUM13EN: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® KEHbDESIGN•ASSOCIATES 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. .<; i Gi/�j( i%!. /', / �., GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION %;'/� i� �' ' " i -- I tlt�_ C 0 N T R A C T 0 R RN' 0 T E S General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD NEW YORK BUILDING CODE, AND I ,t� �� __ _ REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ISI dl GENERAL NOTES: Wood: _ 2, FIRE SAFETY: V� 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. �,,� KEHL DESIGN ASSOCIATES � 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. residential & commercial design . consulting 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 4 PO,Box 1675 phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be "shaped" as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Soufhold,NewYork 11971 E-Mail: SSbn654C'opfonline,net 3. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Kehl Design Associates,LLC formerlyDAKAssociates,I.LC F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4, THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WCRK. ASSOCIATES, LLC. No part thereof shall be 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: with any work or project other than for which 8 Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. a. FramingLumber: DF north No. 2 or better (north) B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1 ,600,000 PSI THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI C. HEAVY DROP CLOTHS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. a. Laminated Veneer Lumber (LVL): 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv 285 P Fb = 2600PSIA. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION KEHL DESIGN ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND. WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: 15. INSURE A WORKING SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ARE INSTALLED AS PER NYS CODE. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS, ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE -OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 20 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN MINIMUM UNIFORf" DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN EN;IINEER TO HAVE A CAPACITY (in pounds oer square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST USE OCCUPANCY EXTERIOR BALCONIES 60 10 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO RESIDENTIAL R-3 DECKS (f) 40 10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 (1) SHEATHING TO BE NAILED TO CCA SILL(2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE V B ATTICS WITH STORAGE (b,e) 20 10 NO SUBSTITUTI❑NS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT: All framing hardware shown on these plans, HEIGHT FIRE AREA SLEEPING ROOMS 30 10 unless otherwise indicated, Is Simpson Strong-Tie, HEIGHT, BUILDING. NO substitutions are approved Or authorized. QUINIM THE VERTICAL DISTANCE STAIRS 40 (c) 10 FROM GRADE PLANE TOp g UNLIMITED AREA Due t0 the relationshi S of framin hardware to THE AVERAGE HEIGHT OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 the other components of the structure, any framing ECE SURFACE = 14'-10" AS PER TABLE 503 hardware substitutions will render these plans EXISTING CONDITIONS AS PER SECTION 502 OF ROOF 20 20 nut[ and void, and well result In the installer/contractor /� THE BUILDING CODE OF NEW YORK STATE. assuming responsibility for the design and1ggg performance of the entire system, a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- SINCE TOTAL HEIGHT FROM RIDGE TO GRADE 12'-0" POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 6 b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 625 GLENN RD. LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY SOUTHOLD, NEW YORK DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ROOF DRAINAGE CALCULATIONS. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. GENERA„ NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ROOF AREA = 252 sq/ft _ PLUMBING RISER DIAGRAM TABLE R402.2 V = A x R x c ROOF RUN-OFF CALCULATION MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE A = 252 sq/ft MINIMUM SPECIFIED R = 2 RAINFALL = .17 ft SET: �, (-,ISSUED FQR.. ---*� DATE: AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) DECK TO BE REMOVED NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION C = COEFF. = 1. J' NEW CRAWL SPACE NA WEATHERING POTENTIALI SEVERE (b) V = 252 x 1 x .166667 = 42 0. 1 F � SEP 70? EX. BASEMENT NA EX. FIRST FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER 42 CU, FT / 22,34 CU,FT./ VERTICAL FT. = 1,88 V.F. NEW FIRST FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) EX. SECOND FLOOR NA USE (1) 6 DIA, POOLS 2'-0" DEEP = 44.68 CU. FT SEAL: DATE: NEW SECOND FLOOR NA NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) ALL LEADERS ON ADDITION TO BE PIPED TO NEW AUGUST 31, 2022 GRADE, EXCEPT GARAGE FLOOR SLABS " PROJECT NO: LOFT NA 8' DIA. x 4' DEEP LEACHING POOL WITH COVER. ©COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ATTIC (HOUSE)(o) NA ,�..�+.cr"`= 1133-2022 ATTIC (HOUSE)(b) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT � .� D/RAWN BY: GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) THE ABOVE ROOF ADDITION IS CONSIDERED TO BE A BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE BDK ATTIC GARAGE a NA DE MNIMS ADDITION IN COMPARISION TO THE ENTIRE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD �'.°`� "b, �, ;. CHECKED BY: BONUS ROOM NA ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO TH , PORCHES, CARPORTS AND STEPS EXPOSED TO STRUCTURE. THE EXISTING HOUSE HAS A FLAT ROOF 23 4 SEASON SUNROOM 234 ft. NOTE: SCREENED PORCHES THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) BUYER, WITH WRITTEN PROOF OF PURCHASE. sq. ALL ANCHOR BOLTS AREA OF APPROX. 1999 SQ/FT. S�iEEr NUMBER: NEW DECK NA n COVERED PORCHES NA ARE TO HAVE 3'x3 BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COVERED ENTRANCE NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME G i (a) AT 28 DAYS PSI POOL HOUSE CABANA NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL WASHERS. (SMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without NOTE: " n the authorization of local governing agencies, SUCK as Suffolk County Dept. Doe NUMBER: of RAMP TO DECK NA CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) FLOOR JOISTS ARE TO BE SOLID (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Verify all conditions, codes, and requirements with such agencies prior to (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. BAYS PARALLEL TO EACH OTHER FROM construction. 0 KIEADESIGN•ASSOCIATES, (a) WITHOUT STORAGE EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1 4"x 9%" LVL HEADERS (b) WITH STORAGE CONNECTORS - SPECIFIED FOR CONSTRUCTION SIMPSON STRONG TIE CONNE � Mn/ USE A MINIMUM DF ;!4 ;7-x TWD 8d NAILS THISMTS20 LTS20 ' � ' % DOUG—DOUG-Flk LARCSIDE OF TRUSS. ALLOWABLE LOADS LOAD1JLi_JNf1 FASTENERS LATERAL i WITH TOTAL FOUR o /• ° ° { i.;-//�� _ -- -- �_- - MODEL GA UPLIFT UPLIFT (133 160) 8dx1 CODE 8d NAILS N0. TO AVG / NAILS REF, INTO TRUSS H RAFTERS/ TO TO ULT. F F 1338c STU TRUSS PLATES STUDS (133) (160) 2 ( =: e SIMPSON PROVIDE (1) HGAIOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _=_ TAKE-UP WASHER SIDE OF CEILING JOIST KE��j H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - HL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES AND ON SIDE OF RAFTER i— residential & commercial design o consulting ' H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO ° ° ART 'x12 P0.Boz 1615 phone: (631)433-9084 8d NAIL ° Southold,New York 11971 E-Mail: ssbn654@opfonline.net MODEL GA 2 CODE INTO / ° ULT. LFTA LFTA / •' ° I NO. MAX. CLEA REF. PLATES o WIDTHSPAN L QTY DIA 1 „ 2" 2J" 3'• 3}" 1� 2" 21" 3' 3I" EIGHT-' •' L 8d NAIL SP4 a Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 �4" 17 3g�"16-tOd — 4200 1205 1400 5, 44, 85 INTD STUD e / / �� '/',�.,..._;..� i�/ '-� OWNERSHIP & USE OF DOCUMENIS: SZ DOUG-FIR LARCH / SO. PINE FASTENERALLOWABLE UPLIFT LOADS3 These drawings and specifications including the x MODEL L AVG 10d 10d x 1j" CODE ULT. REF. LFTA ° ideas, design and arrangements represented NO. 10d 1Ddx1�' LSTA21 ° (133 / 160) (133) (160) � therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection MTS16 16 14-10d 14-1Od x 14 3116 1000 840 1000 3, 41, 128 ° wlth any work or project other than for which 4 °° they have been prepared without written consent. MTS20 20 14-10d 14-10d x 1 L" 3116 1000 840 1000 3, 41, 128 ARTJ•x12 °° ° Simpson Strong-Tie HGA10 LST20 20 12-10d 12-10d x 1}" 2383 775 720 720 3, 41 CNW- ° COUPLER NUT DETAIL "Ell Equal number of DOUG-FIR-LARCH/ ° TYPE OF DIRECTION S0, PINE CODEALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF 133 spec! 12 a a I eS �I n (f 11 NO. TION (100) (125) 160 / I' Simpson Strong-Tie DETAIL K G 515 645 670 C S 16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL IIH11 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLD OWN HOLDOWN ARTR'x12 DEFLECTION DEFLECTION CODE STU 5"- S LENGTH OF BOLT 2,3 AT HIGHEST REF. 8 MODEL MACHINE AVG AT HIGHEST NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ° / GA OD HB SB W H B SO CIL DIA5.9 " " DESIGN LOAD DWHEN DESIGN SED OFF 00 ,/ SIMPSON QTY DIA 1}" 2 2� 3" 3� 5� LOAD THE SILL PLATE o ° TAKE-UP WASHER 0 HD2A 16 12 4A" 24" 24" 8" 2 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 ARTg"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG DF / SP CODE NO. W L STUD PLATE ULT. (133) (160) REF. SP4 3a" 71" 6-10d x 1j" 2917 735 885 7, 40, 127 m 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA FLOOR REF. o No. w L NAILS (133) (160) WORK NOTES: 100 LSTA21 20 1 21 16-10a 905 1 1205 1 1295 7, 40, 90 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS ('1L,(),0)R (133) 1 (160) 1 REF. Simpson Strong-Tie MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 TOTAL ALLOWABLE TENSION LOADS NAIL CODE DEL (LENGTH END FASTENERS(TOTAL) (100) (133 / 160)2 SPACING REF. HDZA NO. GA CUT LENGTH ( OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 1 14" 1 16 1 CLEAR SPAN +31" 28-8d 1235 1 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS ON -FIR LARCH/SO. PINE ALLOWA5LEA NOTED, FAILURE TO COMPLY WITH ALL NOTES MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION tl fl N0. GA W H B 1H 16d JOISTS ULT. REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F (133) (160) 10d 16d 10d 16d 1od 16d ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3�" 1 44" 2 4-16d 4-16d 6076 1140 116D 1000 — 1150 1250 7, 40, 127 DETAIL 11711 STU HUS210-2 14 3A9J" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ•x12 SIMPSON DOUG-FIR LARCH/SO INE ALLOWABLE FASTENERS UPLIFT LATERAL CODE NO. GA (133/160) REF. TAKE-UP WASHER MODEL AVUPLIFT ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SDS}"x14" 47SDS4"x3" 1523 435 435 1165 940 _ CN W- USE A MINIMUM OF SP4 COUPLER NUT TWO 8d NAILS THIS CNW- 5•_ SIDE OF TRUSS, COUPLER NUT S P 4 STU 8 TOTAL FOUR /. m SE A MINIMUM OF SIMPSON 8d NAILS TWO 8d NAILS THISL S T A SIMPSON SIDE OF TRUSS, STU - 21TAKE-UP WASHER INTO TRUSS MTS16 TOTAL FOUR /. o MTS16 TAKE-UP WASHER 8d NAILS HDZA L_STA21 SIMPSON Strong-Tie INTO TRUSS HUS 2 1 0-2 a TWO FI ,PROJECT: $TO AIL �" ANCHOR BOLTS PLATES an I)l EIGHT TWO ° ° 0 QuIlvi 8d NAIL Sd NAIL INTO INTO ° DETAIL "All is i STUD Simpson Strong-Tie PLATES °®° i H7 EIGHT Po"ESIDENCE 8d NAIL ® 11 11 fl 11 11 11 I Ix INTODETAIL D DETAIL G DETAIL J STUD H Pson Strong-Tie °' Simpson Strong-Tie EXISTING CONDITIONS LFTA ROD SYSTEM SINCE 1998 LFTA LFTA BP 625 GLENN RD. SOUTHOLD, NEW YORK DRAWING TITLE: ' SIMPSON WINDLOAD ' CHARTS & CALCULATIONS LTP4 DETAIL "Ll" & LTP4 STRONG—TIE DETAILS LTP4 1SET: ISSUED FUR: DATE: I DETAIL IICI' Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: LTP4 DETAIL IIB11 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT N AUGUSTT 31, 2022 LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL ' (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM -� ''•`°' <.._* 1133-2022 DRAWN BY: Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES ;, " ' , „Y, r.�'ri. BDK door-to-door Connections (4) SHEATHING TO BE NAILED TO TOP PLATE -Ip «, , '`: CHECKED BY: t NO SUBSTITUTI❑NS W. 0,�/ �r All framing hardware shown on these plans, 77 SHEET NUMBER: unless otherwise indicated, is Simpson Strong-Tie, No substitutions are approved or authorized, y `�� "r>t G2 Due to the relationships of framing hardware to -„„„„.�..- ” the other components of the structure, any framing JOB NUMB7 hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and ® KEMDESIGN-AMMM im performance of the entire system 4 - - - u KEHL DESIGN ASSOCIATES residential & commercial design • consulting A , 301 A P0.Box 1675 phone: (631]433-9084 301 81-01, Southold,NewYork 11971 E-Mail: ssbn654Copfonline,nef ' " Kehl Design Associates,LLC a formerly D A K Associates,LLC 10. ' " " " ' " OWNERSHIP & USE OF DOCUMENTS: y These drawings and specifications including the 12" Sona Tube filled NEW 12" Sona Tube filled ideas, design and arrangements represented with Conc. Min, 3'-0' with Conc. on 2'-0"X 2'-0" I ` therein, are the property of KEHL DESIGN Below Final Grade - - X 1'-0" Conc, Footin CTYP,) ASSOCIATES, LLC. No part thereof shall be (2)2 CQ Girder g' Min. 3'-0" Below Final Grade copied, disclosed to others or used in connection _ z p with any work or project other than for which (2)2x6 Girder 12" Sona Tube filled they have been prepared without written consent. I with Conc. Min, 3'-0" 14R W14R W14 W14 Below Final Grade SAY (2)2x6 Header w/ (2)2x6 (2)2x6 (2)2x6 (2)2x6 (1)Y2"Stl Flitch Plate Header Header Header Headers of .I X a) o x 2'-93/" 2'-93 2'-93 2'-93 2'- " 2'-93 7Y4,. ao (2)2x8 ACQ Girder on each N 181-0. Side of Post Thru Bolted CN w/(2)Y" Bolts Set on 4x4 3 ACQ Posts New O o o N -o .. a O O = a�S o .0 .0 v= U x �o " (3)2x8 ACQ Girder �•� Sunroo m N on 4x4 P st I Existing a� I I NEW 12" Sona Tube filled o Provide Oak Floor to � N o Existing o o = ' Llvi n _X ° 'X 00 Match Existing. Insure 0 'N Q) x with Conc. on 2 -0 X 2'-0' Ofw a X g x X 1'-0" Conc. Footing,(TYP.) w N New Oak Floor is at the N a o I Some Height as Existing. Crawl Q New a Min, 3'-0' Below Final Grade Room (14 � � X Space SunroomU 00 23x38 -I 23x38 31x46 31x46 ExistingWORKNOTES: 301 45x45 Bath � Skylight Rooms Existing Basement Exist in ExistingExisting Crawl �A Bed Kitchen �; 301 S ace Rooms x — 0 Existing r Existing Existin Ga a e Existin - Garaflin Dinin aExisting X r'J Basement Room Bed Existing x F Rooms Foyer PROJLCI: r7 31x46 39x50 31x46 QU11'4 Existing Existing ESIDENCE Porch Crawl EXISTING CONDITIONS Space Existing SINCE 1999 Bed 625 GLENN RD. Rooms SOUTHOLD, NEW YORK DRAWING TITLE: EXISTING FOUNDATION PLAN 31x46 31x46 EXISTING FIRST FLOOR PLAN s �El: ISSUED FOR: DATE: EXISTING FOUNDATION- EXISTING FIRST FLOOR SCALE: 1/4'= 1'-0" SCALE: 1/4"= 1'-0" SEAL: DA I E: AUGUST 31, 2022 PROJECT NO: 1133-2022 DRAWN BY: BDK CHECKED BY: NOTE: 2 ,_ '�r; ' SHELJ NUMBER: C COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ALL ANCHOR BOLTS � ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME z A101 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ��, �..., (,y;",1 -,�r;r �' WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEPLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. � NOTE: '"' ~� DOB NUMBER: uF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEFILDESIGN•ASSOMTES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1 4"x 0/2" LVL HEADERS agencies prior to construction. KEHL DESIGN ASSOCIATES uc residential & commercial design " consulting ° P0.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654Coptonline.net ' Kehl Design Associates,LLC a formerly D A K Associotes,LLC UWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the �I ideas, design are the property of KEHL DESIGN d ASSOCIATES, LLC. No pat thereof shall be It 1 copied, disclosed to others or used in connection with any work or project other than for which -�- they have been prepared without written consent. I I Su rom X� Existing CW14 CW14CW14 CW14 0 L—J 145— B �4nd Garage I PsWe 068 INTERIOR ELEVATION REAR ELEVATION SCALE: 1,4"= 1'-0" WORK NOTES: SCALE: 1/4"= 1'-0" z Match Existing Roof Shingles 30 LB Felt (provide ice and watershield at all valleys, hips, starter and ridge locations) CDX Plywood Roof Sheathing 2x8 Rafters 016"oc. Provide Hurricane Strapping as Per NY State Code Match Existing Fascia /Rakes R-19 Insulation Existing Sun Room 12" Vented Soffits(Match Existing) 2x4 Top Plates Y" ACQ Plywood (Painted on Both Sides, All Seams to be Caulked with Silicone Caulking) Existiong PL Premiun Glue 1J�1' LdGaly. Deck Screws V I Kitchen JillMatch Existing Siding Existing 2x8 ACQ Floor Joists 16"oc. 30#Felt 1" furring Strips(VIF.)(Glued and Nailed) 2x4-16" oc Wall Studs r-- - --- 4" CDX Sublloor— 1/2 CDX �'RUJECT: Existing Kitchen 4" Oak Floor R-11 Ins. QUINN CX14 CX14 CX14 CX14 2x4 Shoe e E Simpson strapping Simpson Tyd r3 6 Simpson Tydowns EXISTING CONDITIONS R-30 Insulation SINCE 1998 Simpson Hangers (3)2x8 ACQ Girder (2)2x8 ACQ Girder (2)2x8 ACQ Girder 2x8 ACQ House Beam 44 Simpson Post Base 4x4 Simpson Post Base Grade (Bolted To House w/ Balis 625 GLENN RD. NEW 12Bolts ® 16"oc.) Simpson Tydowns 4x4 ACQ Post 4x4 ACQ Post f 4x4 ACQ Post 4x4 Simpson Post Anchor � S®UTI�V L®, 1�E i '<.JLT�i►K RIGHT ELEVATION Sona" Tube filled 44 ACQ Post with Conc. on 2'4X 2'-0" Y"x 12" Anchor Bolt X 1'-0" Conc. Footing.(TYP.) DRAWING 1I1 LE: SCALE: 1/4"= 1'-0" Min. S-0" Below Final Grade NEW 12" Sona Tube filled with Conc. on 2'-0"X 2'-0" • X 1'-0" Conc. Footing.(TYP.) ELEVATIONS Min. 3'-0" Below Final Grade Existing 44 ACQ Post on 12" Sona Tube 3'-0" Below Grade CROSS SECTION SET: ISSUED FOR: DATE: EX . CROSS SECTION A SEAL: DATE: SCALE: 1/2" — V-0" 301 AUGUST 31, 2022 PROJECT NO: 1133-202 DRAWN BY: BDK CHECKED BY: NOTE: �., :? ^ `.�', E NUMBER: ALL ANCHOR BOLTS © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ,.a— CO PROTECTED UNDER FEDERAL FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE L PYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ` ARE TO HAVE 3x3' BASE 102 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE.' NOTE: is NUM U FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building y BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEHL•DESIGN"ASSOCIATES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)14% 9%" LVL HEADERS agencies prior to construction.