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HomeMy WebLinkAbout48984-Z gtlF Co Town of Southold 5/5/2023 a A P.O.Box 1179 o • z+� 53095 Main Rd a°� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44069 Date: 5/5/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 305 Flint St,Greenport SCTM#: 473889 Sec/Block/Lot: 48.-2-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/12/2022 pursuant to which Building Permit No. 48984 dated 3/6/2023 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: accessory apartment within existing single family dwellin ags applied for per ZBA#7458, dated 2/24/2021. The certificate is issued to Tejada,Yira&Rivas,Pedro of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1471 2/15/2023 ELECTRICAL CERTIFICATE NO. 46691/48984 11/7/22&3/23/23 PLUMBERS CERTIFICATION DATED A o ze gnature S.1 c TOWN OF SOUTHOLD oy, BUILDING DEPARTMENT y x 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 #: 48984 Date: 3/6/2023 Permission is hereby granted to: Tejada, Yira 708 Flint St Greenport, NY 11944 To: Construct accessory apartment within existing single family dwelling as applied for, with ZBA#7458 and SCHD approval. At premises located at: 305 Flint St, Greenport SCTM #473889 Sec/Block/Lot# 48.-2-7.1 Pursuant to application dated 11/4/2022 and approved by the Building Inspector. To expire on 9/4/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $440.00 CO-ALTERATION TO DWELLING $50.00 Total: $490.00 Building Inspector _ OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 QIyCOUNN'w`^� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Yira Tejada Address: 305 Flint St city,Greenport st: NY zip: 11944 Building Permit#: 4$9$4 Section: 48 Block: 2 Lot: 7.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW Notes: Converted Room to Kitchen and Added a Wall Inspector Signature: ��. �- Date: March 23, 2023 S. Devlin-Cert Electrical Compliance Form OF SOUIyO� U P -.7!/ ��I.� TOWN OF SOUTHOLD BUILDING DEPT. oou631-765-1802 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: -I� 1� �/1 lt�- 14 a�� DATE INSPECTOR 1 50UT,jo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto l 631-765-1802 INSPEC ON [/IFONDATION 1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATION/CAULKING MING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] PRE C/O [ ] R TAL EMARK • DATED' Y4 OE50UTy0 - - - -- # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�ULATIOWCAULKIN [ ] FRAMING /STRAPPING [ FINAL At<,. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �%V •[ w/_ 4 We i [ DATE L INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS -t:z FOUNDATION (1ST) ------------------------------------ ncn! FOUNDATION (2ND) 3 � KA Sttin,l� 6 v'1 00 ROUGH FRAMING& j'y PLUMBING � J '7 r INSULATION PER N.Y. STATE ENERGY CODE — 0 FINALIr ADDITION COMMENTS qo A �2 23 Z5eG .2GrLo 0. 5 z ;H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 '30. 0,4; Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. Building Inspector: yDEC I a 2022 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed. TOWN OF SOUTHOLD Date:12/10/2022 OWNER(S)OF PROPERTY: Name:Pedro Rivas and Yira Tejada scTM#Z000-48 - 2 - 7.1 Project Address:305 Flint St., Green ort, N.Y., 11944 Phone#:(347)449-2444 an (347)819-1947 Email: yabanall@gmail.com Mailing Address:708 Flint St., Greenport, N.Y., 11944 CONTACT PERSON: Name:Yra Tejada Mailing Address:708 Flint St., Greenport, N.Y., 11944 Phone#:(347) 449-2444 Email:yiratejada@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name:Kehl Design Assoc. LLC Mailing Address265 Jasmine Ln., Southold, N.Y., 11971 Phone#: Email:ssbn654@optonline.net CONTRACTOR INFORMATION: Name:Pedro Rivas Mailing Address:708 Flint St., Greenport, N.Y., 11944 Phone#:(347)819-1947 Email:yabanall@gmaii.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: OOtherAccessoryAppartment $20,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? RYes El No PROPERTY INFORMATION Existing use of property:Single family Intended use of property.ACcessory apartment Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes @No IF YES,PROVIDE A COPY. B 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.APPUCATiON IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Pedro Rivas and Yra Tejada Application Submitted By(print name): pp ❑Authorized Agent BOwner Signature of Applicant: jy� -Z;kjQtS Date: a,` ,I ZC)) Z STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Pedro Rivas and Yra Tejada being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract),above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 12— day of 0 2LQv�Aa X' ,20 ZZ Cj Notary Public rCommfssion DULHAKEEJM BUFFINS c-State of New York In s�olk county PROPERTY OWNER AUTHORIZATION Expires Nov 1,2025 (Where the applicant is not the owner) ), residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Ownees Signature Date Print Ownees Name 1 r BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson *0 s0(/r�o 53095 Main Road-P.O.Box 1179 �� 1p Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: COR ac Town Annex/First Floor, Robert Lehnert,Jr. yOQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento X11 54375 Southold,NY 11971 http://soutboldtovqiny.gov RECEIVED ZONING BOARD OF APPEALS 6 $:4$Av-1 TOWN OF SOUTHOLD MAR - 1 /2021 Tel.(631)765-1809-Fax(631) 765-9064 t.4. FINDINGS,DELIBERATIONS AND DETERMINAT ut otd Town Clerk MEETING OF FEBRUARY 24,2021 ZBA FILE: 7458 NAME OF APPLICANT: Pedro Rivas and Yira Tejada PROPERTY LOCATION: 708 Flint Street, Greenport,NY SCTM#1000-48-2-7.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25,and the Suffolk County Department of Planning issued its reply dated December 16,2020 stating that this application is considered a matter for Iocal determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not s6ject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 8,222 square foot parcel located in the Residential R-40 Zoning District. The northerly property line measures 274.37 feet and is adjacent to the MTA Long Island Railroad property,the easterly property line measures 61.50 feet,the southerly property line measures 267.39 feet and is adjacent to Flint Street,the northerly property line and the southerly property line meet to form a triangle as there is no westerly property line. The parcel is improved with a one-story framed dwelling with an attached wooden deck in the rear of the residence,an"as built" 12.1 ft.by 8.2 ft.accessory shed located 5.8 feet from the northern property line, and a concrete driveway to the east of the residence which abuts the property line to the east, and a concrete driveway abutting the southern property line. The property is fenced with a 6 ft.stockade fence except for the front yard as shown on the survey prepared by John T.Metzger,LS,and dated January 27,2020. BASIS OF APPLICATION: Request for Variances from Article III, Sections 280-15; Article XXIII, Section 280- 124;and the Building Inspector's September 11,2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling and to legalize an"as built"accessory shed; at 1)proposed dwelling is located less than the code required front yard setback of 35 feet; 2)proposed dwelling is located less than the code required rear yard setback of 35 feet;3)proposed construction more than the code permitted maximum lot coverage of 20%;4)"as built"shed located in other than the code permitted rear yard; located at: 305 Flint Street,Greenport,NY. SCTM#1000-48-2-7.1. RELIEF REQUESTED: The applicants request a permit to construct additions and alterations measuring 619.85 sq. ft. to an existing single-family dwelling and to legalize an "as built" accessory shed. These improvements which will result in a code permitted accessory apartment in the principal dwelling for use by the applicant's parents and Page 2,February 24,2021 #7458,Tajada&Rivas SCTM No. 1000-48-2-7.1 create front yard and rear yard setbacks of 4.8 feet and 14.1 feet, respectively, and increases the lot coverage to 21.2%. The as built shed is located in a non-permitted side yard location all as shown on the site plan prepared by John J. Condon,LPE,(Kehl Design Associates,LLC)and dated May 25,2020 ADDITIONAL INFORMATION: The applicant's attorney submitted numerous similar prior variances granted by the Board of Appeals in the subject neighborhood including ZBA file numbers 5787, 5801, 5474, 1537,3013,3014, 3080. The applicants will also be installing a new and up to date septic system that will be located to the west of the proposed construction. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 4,2021 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1.Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The non-conforming size of the lots in the subject neighborhood were established in the early 1900's and over the years,since the inception of zoning in the 1950's,many dwellings have required variance relief for pre-existing non-conformities. The existing house has a front yard setback of 4.8 feet,while the average setback of front yards within 300 feet in this community is approximately 8.95 feet.The parcel faces railroad tracks and industrial uses to the rear.On the opposite side of Flint Street,the zoning jurisdiction changes to Greenport Village where the zoning code allows smaller front and rear yard setbacks than the code of the Town of Southold. The subject property is at the end of Flint Street where there is little visual impact on other properties, and the side yard has no adjacent neighbors.The proposed addition is in keeping with the size of other homes in the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicants cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. The plans for the proposed ground level addition conform to the requirements of an accessory apartment within the principal building.If the applicants wanted to build a two- story addition to maintain the existing lot coverage,due to the pre-existing non-conforming setbacks in the front and rear yards,they would still need variance relief. The parcel is triangular shaped from east to west and because of its irregular configuration, and since there is no room for a shed in the very small rear yard, the only space on the property for the shed is the non-conforming side yard location. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 86%relief from the code for the front yard setback, 59.7% relief from the code for the rear yard setback, 6% relief from the code for lot coverage and 100%relief for the shed in a non-conforming side yard. However,due to the odd triangular shape of the property there is no conforming location for the shed and since the dwelling does not have a basement for storage,the shed is a necessity for the homeowner. The increase of 1.2% over the allowed lot coverage for the addition while maintaining the as built shed is reasonable based on the lot size and the neighborhood. The proposed addition to the dwelling to be used as a code permitted accessory apartment at 619 sq. ft.in size is less than the maximum code permitted size of 40%of the livable floor area of the principal dwelling. Additionally,the proposed addition will maintain the same pre-existing non-conforming front yard setback as the principal dwelling. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 23 6 of the Town's Storm Water Management Code. Page 3,February 24,2021 #7458,Tajada&Rivas SCTM No. 1000-48-2-7.1 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition to the principal dwelling and legalizing an "as built" shed while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora,seconded by Member Dantes,and duly carried, to GRANT the variances as applied for, and shown on the Site Plan and Architectural Drawings (Floor Plans and Elevations sheets A 10 1 & A102) prepared by John J. Condon, LPE, (Kehl Design Associations, LLC) and dated May 25,2020. SUBJECT TO THE FOLLOWING CONDITIONS: I.An upgraded sanitary system approved by the Suffolk County Department of Health Services must be installed on the subject property Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. V o e Board: Ayes: embers Weisman(Chairperson),Acampora,Dantes,Lehnert, and Planamento(5-0). eslie Kanes Weism , Chairperson Approved for filing %2021 OFF pI,Y� -BUILDING DEPARTMENT- Electrical Inspector r��O Gym TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 GO ` Southold, New York 11971-0959 �4 �q� �i Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr ansoutholdtownny.gov seand(pD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:tit Z3 Company Name: Electrician's Name: me—&,hf 14 e-r" 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: �Ie)q- 'Fgj�1'DA Address: © _ P/ C(:.- Cross Street: Phone No.: 1 , 1 q I Bldg.Permit#: L4 fl°l email: Tax Map District: 1000 Section: 42 Block: Lot: . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �l Square Footage: Circle All That Apply: Is job ready for inspection?: [��/YES.D NO Rough In 3 7.31 Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF-]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 n2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION roc �6` O Z-- �� 91 5� i PERMIT # (�p� /L-r Switches ✓— Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge ( HW Exhaust Oven ales— WAD Smokes DWI Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments q g q" T4 fi 30c\� vxt z G�V CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County \ C./ Commission Expires April 14,2 0o+ 1 n, L In! MAY U 5 2923 A duit nvu OF-PT. 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(0 S!)M5-5010 F/IX{'631)765-•1797 ANr,•A'Xl'tON M Mr AS 70 lNrS$u 7;4 IS A v094W7I 4A SECRU C:71913 'ft AEN Y,mK SrAV R0,BOX 009 tIUCAR0.4 lAW.Exctpr AS FV SCDr10N'77OSI-5DPDtNCOAr s.AU CEFnfYCRrrCF1S He'RCON'ARE vAUtl 1'Ja ' n n MAP ANO eoprES rNexeoF aA.Ym r!AJ uAa ofr AW LS BDW If!$alftt•55eD;TEAL cr WE ST/BN_YOII ARTA_'8,222 SO. PY. 7230 rFAVEtEn,51RFE1 I- S1LL'WCAr'FGMSrVCCTA � � � 30UAf01A, 14 V1,IISO .��_-�6J tom..._.-_ - ., •� .. _•__•' SCDHS ID : R-21-1471 NSLATE OR OTHER STOPPER END Ur T SUITABL COVER OR PLUG SURVEY OF -PROPERTY W AT GREENPORT SEWER XPIPE %:-,.30' ELTOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 60' WYE 1000-48-02-7.1 CLEAN OUT DETAIL SCALE: 14=30 NTS JANUARY 27, 2020 HOUSE SLATE OR OTTER APRIL 21, 2021 (PROPOSED S1 TE PLAN) F.F. EL 17.8' SURALE COVER JUNE 28, 2021 (REVISIONS) OPPER END PLUG LOCKING CASTTNO FINISHED GRADE TO GRADE 0- 14.6' o'-t i F= c cdlllr COVER TLN-ETP 1' MIN. 5' CF$'TEY II MIN I IF DROP r MAX MAX CLEAN OUT I USED ONI.E. 6 1lIN. LOCATE DROP "T• UNDER 1I.E. 6+ ACCESSOPEN,,3FOR MANTANCE fI.E. 12• 6" 10 I•LET- 12.6' I.E. 2400 4PIPDIE CLASS OR r ,8• ,2.,' , 6" foo min L �--�to44 � RAIN RUNOFF CONTAINMENT: EOUL 12.0 VALENT PITCHED 8• 6' " pitch min.4•dia. pipe 114• PER FOOT4 EFFECTIVE T class 2400 pipe or equal EXIS77NG HOUSE AND PROPOSED ADD/77ON= 1,644 SO.FT. DEPTH Flow LINE f;pi [21 LEACHING POOLS 1644 x 0.17 x 1 = 280 Cu.Ft nlh x 6'DEEP) 4 MIN. 33 28042.2 = 6.6 VF (81D/A.) TEST HOLE DATA 8•-0" DIAMETER _ PROVIDE [1] DW 810 x 7' DEEP (or equivelant) E McDON j��gaOVCE � HIGHEST EXPECTED GROUNDWATER _ Connected by Gutters do Leaders EL 14.0, BACKFILL MATERIAL TO BE CLEAN SAND do GRAVEL - - ,,DARK BROWN LOAM OL 1,250 GALLON CYLINDRICAL SEPTIC TANK DETAIL 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST PROPOSED SEP77C SYSTEM BROWN SILT ML CONCRETE BOTTOM AND 3 INCH WALLS (4 BEDROOMS MAX) 3' 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED [2] 8 FT. D/A.x 6 FT HIGH PRECAST CONCRETE LEACHING RINGS BROWN SILTY SAND WITH REINFORCED PRECAST CONCTERE SOLID RING. BACKFILL MATER/AL COURSE SAND AND GRAVEL (3' COLLAR) GRAVEL SM 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH [1] 1,250 GALLON SEP77C TANK. 5' THICK SLAB TOP IN LAWN AREAS. BROWN RNE TO COARSE 4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY SAND WITH GRAVEL SP ATTACHED. 8' 5. LIQUID DEPTH MUST BE 4 FEET. Existing septic system to be removed or HIGHEST EXPECTED PALE BROWN FINE SAND SP GROUNDWATER filled in to SCHD specs. EL. 1.7' 12.3' WATER IN PALE BROWN nNE SAND SP 1r NOTE.• WATER ENCOUNTERED 12.3'BELOW SURFACE TA � ' R• FE.END M EL-14.4' .2'E 274.37' CMF o.s's EXISTING SEPTIC CMF i TO BE REMOVED X X-� LOT 80 O CE R. I N84'15'40"E x-X_x _ xc cX I CONC. PATIO nI I min. COVE DW. `° I W O _z I X---X X- -X-X�Xr-X ��r LP. 8'�tq in �' CE WooD DECK EL=12.3' X-- X 0 rX _ _'_X---X 12.1'a, 10'min. o co(D 1 FE STOCKADE FEN. SHED N EX 8' 0 0 25.3' AC LOT 82 O.L. �J� °% n/PROPOSED 41.8 0 � W LOT 84 I x LOT 78 CONCRETE 1 STORY G:I N8 DRIVEWAY ti3V0r ON n 1 STY. FR. OIL TANK b I I 2•47'10"W TH ADDITION HOUSE P�CONC.O XIX XIX--..X STOCKADE EN. EL=14.0' Smin. ;n 25.3'/ N FF=17.8' N PUBLIC WATER DWELLING X'-_X'-'-X---X- ° co 41.8' C1 r ��r X-X_X 9.3' FE.END I I C X-X-)c _1267.39 1.2'E v� I EL 13.3 x GATE F- CB =14.4' 100"00' I W EL 13.4' EDGE CONC. OF PAVEMENT STEPS do WALK 19 WATER KEY �-►NT STREET METER L W PJBLIC WATER IN STREET tt -250,00�------- = REBAR LOT 10 50,000 _ - DRIVEWAY +EL 14.0'"'p ® = WELL PUBLIC LOT 76 50"00' �s ® = STAKE DWEWNG LOT 77 50+C0' ® = TEST HOLE PUBLIC WATER DWELLING LOT79 50.00' ® = PIPE PUBLIC WATER DWELLINGLOT 81 50,00' PUBLIC WATER = MONUMENT DWEWNG LOT 83 50,00' = WETLAND FLAG PUBLIC WATER DWEWNG LOT 85 LOT 87 PUBLIC WATER DWELLING 00.000 = U77LITY POLE PUBLIC WATER DWEWNG rMtIT'OLK CO=UNTY DEPA,RTI T Or HEALTH SERVICES PUBLIC WATERMIT FOR ArrRO VAL Or,C�3;"�"S MIIMON I'�}:t A . STitiT�;LE I'A I.'i'$�h Sl k;.I+�t�,NLy 77L 0. ELEVATIONS REFERENCED TO NAVD 88 Am"�'"r I (,� 1 �r.JVEn '1" of N;:P/ ALL PRA�'ER7)ES W/IH/N 150' ON PUBLIC WATER ?'O-?1 MA4,U'y CI; 4_ BEDROOMS IV LOT NUMBERS REFER TO "MAP OF GREENPORT DRIVING PARK" F7LED IN THE EXPIRES TITREE YEARS FROM DATE OF 4PPROVAL SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 1, 1909 AS FILE NO. 369. _ �� � �� ,.• `j f,:,,4� � Illi' '• . l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL Abandonment of existi:1�unitary systemmust�C 131 SYSTEMS FOR SINGLE FAM/LY RESIDENCES and will abide by the conditions set forth therein and on the i�, ,/� perm/t to construct. The location of wells and cesspools shown hereon are from field observations and or comformace With departmept req�,.irCmcnt Submit '� �" 11 '` - .Y S LIC. NO. 49618 from data obtained from others. completed form WWM-C';46() 8y P-Oaf; ON/ VRVEYPRS, P.C. ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E- (631 )I654!020 FAX (631) 765-1797• EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77nCA77ONS HEREON ARE VALID FOR P.O. Oy-ont 7H/S MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF 7HE SURVEYOR AREA= 8,�22�2 SO FT. WHOSE SIGNATURE APPEARS HEREON. 1230 1230 TRA VELER STREETLD, MY 11971 19-065 ; 1,`W UE AS mN fi"TE3, OCCUPANCY OR USE IS UNLAWFUL B.P. _ L WITHOUT FI= Y: CERTIFICATE iU(In `!''4iJILQINaa DEFARTM TAT OF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLMMING INSPECTIONS: 1. FOUNDnON-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAiANG&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST CoMpLl WITH ALL CODES OF' BE COMPLETE FOR C.O. NEW YORK STATE & TOWN CODES ALL CONSTRUCTION SHALL MEET THE REQUIREMENTSOFT�iECODESOFNEW AS REQUIRED AND.CONDITIONS.OF YORK STATE. NOT RESPONSIBLE FOR SOUTH.owTomzm ' DESIGN OR CONSTRUCTON ERRORS �pUTHO0TOWN"Nti-A..i .,`SOIJT�QL,DTQtiIIN��AUSTEES.: Fire separation required as per NYS Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE a>�ntrxgo@l CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OFTED 0 J T R A C T 0 R N T E S Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. 2. FIRE SAFETY: V� 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHLDESIGN ASSOCIATES Id.0 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design • consulting 2. PRACTICES. 4. Pre-manufactured trusses. 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 a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box lb75 phone; (631)433-9Q84 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. V plon'ine.nei 3 Southold,,New York 11971 E-Mail: ssbnb54ao 5. Erect and brace trusses in accordance to truss plate institute recommendations. 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. Kehl Design Associates,LLC o formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. �>�fT/,� - cr 4. a. All plywood shall be in accordance with the American Plywood Association (APA). specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP USE OF DOcuMENIs: 5 corporation or equal. 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 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better 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. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING, ELECTRICALS, ETC. Fv 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 1 ,900,000 PSI ACCUMULATION. E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI 9. Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 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 HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 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. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. 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. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, 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 TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR t RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. N C CLIMATE GROUND WINE) SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SOT FOR ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION SPEED l,m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP, MENT REQUIRED HAZARDS CATEGORY 4A 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115, NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE ( ) ( m ) ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %s INCH 11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438m SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2C20 RESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT STORAGEN 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R30 .2(2) OR ASCE-7, WITH THE PERMANENT UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 USE OCCUPANCY CORRISION-RESISTAN T ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY IN:;TALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EAC'r' CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED kH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,IS 180 MPH (290kps) OR LESS. TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: - TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE 0 - CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. _ TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) 8301 DESIGN CRITERIA ° V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO, 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES° a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH 8301.1.1 ALTERNATE PROVISIONS THENHIGHEST ROOF SURFACETHE AVERAGE GHT OF UNLIMITED AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER LAGSCREWFlUVA.0,03h - 3 STORY BASED ANCHOR WITH 2 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION 8301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =13'-2Y16" AS PER CHAPTER 5 OF' THE AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH INTERNATIONAL RESIDENTIAL CODE STAIRS 40THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. 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 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) RE0` 1DEP'%1w '0`_ 1= FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„iL and a 45-foot mean roof height. Pa, TOTAL HEIGHT FROM RIDGE TO GRADE 15'-7" 1 POUND PER SQUARE FOOT = 0.0479 k 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AI SI-S230) APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located o minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICI400) 305 FLINT STREET b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into p� LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. GREENPORT! NY,Y 11944 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM: # 1000-48-02-7.1 TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE tXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE i29020 ECCCNYS), BASED NEW BASEMENT 342 sq. ft. 50 POUNDS'ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONS;RVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE 8402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR 342 sq. ft. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATEFENESTRATION &nUG11Tb CLAM cum WOOD µAss FWW BASEMENTc �d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN aDNE 7XSMRb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , RNALUE WALL R-VALUE SPACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIC'i T BY 24 INCHES IN WIDTH, OR GREATER, WITHIN $HOCb,e R-VALUE R-VAL.UERNALUPTH E &DER-VALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS M NEW BALCONY NA AARINE 0.32 0_% 0.40 49 20 OR 13+5r 8113 19 10/13 10,2fl 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL GCS `� � �����" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATL: For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less MAY 25, 2020 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the E PROJECT NO: NOT LESS THAN 30 INCHES R-value specified in the table. n COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ATTIC (GARAGE)(a) NA 1065-2020 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC columna lies to all lazed fenestration. ;,> " pp 9 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED " " " SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the UkDER FEDERAL COPYRIGHT LAW. DRAWN BY: interior of the basement wall. BDK SUNROOM NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD PLANS MAY NOT BE REPRODUCED WITHOUT NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. cel ECKED BY: MEMBER DEPTH. w interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the COVERED PORCHES NA basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous AIL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE `® 1z SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. k,a, � � ;.' •�,", , POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE '` .:. ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN lk"" h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slob SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. G1 € ' CONCENTRATED LOADS APPLIED TO THE: TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local governing agencies, such as Suffolk Count Dept. 0013 NUMBLR: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g 9 9 Y P (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to I. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the Construction. ® IEHHhDESIGN-ASSOCIATES,me insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIE-IED FOR CONSTRUCTION USE A MINIMUM OF TWO dF NAILS US.THIS MTS20 L- TS20 O � ;;.... i,z , SIDEOF CEILING AJOIST ON ] — F ..-, FASTENERS ALLOWABLE LOADS LOAD LATERAL WITH TOTAL FOUR o /• o 99 MODEL GA UPLIFT UPLIFT 133/160) Sdx1}" CODE ° AND ON SIDE OF RAFTER N0. TO TO TO AVG ( NAILS REF. INTOTRUSS °° _ - - -- ULT. g %ji' ',I �"I_&P ] RAFTERS/ PLATES STUDS (133) (160) , F2 (133& --- TRUSS NOTE: REFER TO SIMPSON WOOD CONSTRUCTION a SIMPSON - TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND =-- HL DEIN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES • residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 s DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTR"x12 ° P0.Box 1615 phone; (631)433-9084 (TOTAL.) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ° MODEL GA AVG 2 REF. INTO Southold,New York 11971 E-Mail: ssbn654�oplonline.net N0. MAx. LEAK ULT. LFTA LFTA PLATES °mo WIDTH PAN L Q7Y DIA 12" 2• 22" 3' 32" 1}" 2• 22" 3' 32" EIGHT--, S P 4 8d NAIL INTO Kehl Design Associates,LLC o forme y D A K Associates,LLC LFTA 16 2j" 17" 3g�"16-10d — 4200 1205 1400 5, 44, 85 STUD 7�l//��©�'/'% ../.r/7-fTrirri �r OWNERSHIP & USE OF DUCUMLNIS: 0 DOUG-FIR R LARCH / SO. PINE These drawings and specifications including the FASTENERS2 ALLOWABLE UPLIFT LOADS s MODEL L AVG 10d 10d x 12" CODE ideas, design and 2 ULT. REF. LFTA NO. L S T A 21 ° therein, are the property of KEHL DESIGN 10d 10d x 14" (133 / 160) (133) (160) °° ASSOCIATES, LLC. No parrepresentedments t thereof shall lbe ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1;1" 3116 1000 840 1000 3, 41, 128 0 °° HGAAT�110 with any work or project other than for which MTS20 20 14-1Dd 14-10d x 1,1" 3116 1000 840 1000 3. 41, 128 ART -x12 o DETAIL "K11 they have been prepared without written consent. ° LST20 20 12-10d 12-10d x 17" 2383 775 720 720 3, 41 a"W- " sTu 8'— COUPLER NUT DETAIL "EEqual number of °° �SIMPSON DOUG-FIR-LARCH/ SO. PINE CDDE MODEL TYPECONO- DI LOAD ALLOWABLE LOADS REF. Specified Halls In ° TAKE-UP WASHER TYPE OF DIRECTION ° rloN FLooFLOORRooF (133/ each end Simpson Strong-Tie N0. (100) (125) 160 G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL 1101 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTR"x12 DEFLECTION DEFLECTION CODE MODEL STUD LENGTH OF BOLT 2.3 AT HIGHEST MACHINE AVG AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 0 GA GA HB SB W H B SO CL DIA5.8 DESIGN LOAD DESIGN °® QTY DIA 12" 2" 22" 3" 32" 52" LOAD WHEN RAISED OFF ° THESILL I PAT o 0 HD2A 16 12 4{" 22" 1 2J" 8" 2�" J" 1 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS II N0. AVG DF SP ODE W L STUD PLATE ULT . (133)2 / (160) R SP4 3a" 71" -10d x 12" 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO CA yy L NAILS LO R (133) (160) REF. Oct, WORK NOTES: LSTA21 20 11" 21 - d 905 1 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. GA W L NAILS FLOOR REF.(133) (160) Simpson Strong-Tie STU 8" MSTA24 18 1 11" 24 18-10d 1 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER L SPACING REF. HD2A N T FOR NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. A� OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HG NOTED, FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON. -FIRLARCH./SO. PIN ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" tOd 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. FH B CERTIFIED BY LUS46 18 3a' 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" CNW— HUS210-2 14 3A 9{ 2 8-16d 8-16d 6076 '755 21 D5 1650 — 1900 2065 1, 36, 84, ,22 COUPLER NUT PROFESSIONAL U -FIR ARCH PIN A LOWABL A ART "x12 FASTENERS UPLIFT LATERAL CODE STU 8' SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. — TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 1 14 4-SDSa"02" 4-SDS "x3" 1523 1 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT TOTAL FOUR o /• • a • SE A MINIMUM OF P 4 PROJECT: 8d NAILS TWO 8cl NAILS THIS STU 5 ANCHOR BOLTS INTO TRUSS SIDE OI" TRUSS. MTS16 MTS16 SIMPSON LSTA21 SIMPS❑N TOTAL FOUR /. • O ' HD2ATAKE-UP WASHER °. Strong-Tie 8d NAILS L S T A 21 INTO TRUSS HUS 210-2 RIVA%-;o F�';;`,E- S I D CE KI I%`m 0' TWO °l , FI 8 AIL TO PLATES EIGHT-" 0TW ° 8d NAIL Bd NAIL INTO 1Ni° DETAIL "A" I' 305 FLINT STREET STUD Simpson Strong-Tie PLATES °®o H7 Bd HTNAIL ® GREENPORT, NY, 11944 DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie DETAIL "L" SCTM: ## 1000-48-02-7.1 LFTA ° LFTA ROD SYSTEM DRAWING TITLE: LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NOTE: - - -- - — BP L S T A 30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD ` ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA, = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA, = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. I•. ROOF AREA = 657 sq/ft / ROOF DRAINAGE ROOF 3- THROUGH ROOF ROOF CALCULATIONS AND LTP4 &) 3 3" v = A x R x c PLUMBING RISER DIAGRAM 2" 2 ' A = 657 sq/ft LTP4 BATHo OM 2 �a 2 R = 2" RAINFALL = .17 ft 3"2" LTP4 2., G = COEFF. = 1.0I i_D NOTES: licit FLOOR V = 657 x 1 x .166667 = 109.5 C.F. st FLOOR THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL2 2 2 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE S i m son S t r o n T I e 3 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL p g 109.5 / 22.3 VERTICAL FT. / FT = 4.91 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE L T P 4 DETAIL "B" Floor-t o-Floor Connections Ridge Strapping 3 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 4" F.A. VENT 6• USE (1) 6 DIA. POOL 5-0 DEEP = 5 V.F. LTP4 C.CD ABOVE GRADE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail 4�'�'.. OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie 3" Floor-to-Floor Connections SE SCWA APPROVED SEWERAGE S,-STEM 109.5 / 12.58 CU.FT / V.F. = 8.7 U.F. SEAL: DATE: I USE (2) 4' DIA POOL 4'-6" = 9 V.F. MAY 25, 2020 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) PROJECT No: POOLS TO BE PLACED ON OPPOSITE SIDE OF `� l..r 6 , #s A:. 1065-2020 w "i "I DRAWN BY: HOUSE AND/OR LEADERS TO BE PIPED TO BDK POOLS (1/2 OF THE ROOF TO DRAIN TO EACH NO SUBSTITUTIONS R301 DESIGN CRITERIA CHECKED BY: All framinghardware shown on these lans, POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC p �-,HEEi NUMBER: unless otherwise indicated, is Simpson Strong-Tie, R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION). NO substitutions are approved or authorized, LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISION' OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES r^' G � Due to the relationships of framing hardware to CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA '£,* "' -� .�: the other components of the structure, any framing tions will render these fans R301.1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT. � hardware voidsub, a to p AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CDDE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS null and void, and will result in the installer/contractor USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE UOEs NUMBER: Ur performance of stheltentiire sy For ystem,s ee�sign and P y 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. °® KEBL•DESIGN°ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 30-0" 25'-4" A 0 102 5% 18" Anchor Bolts " " _ _ _ _ _ _ _ _ _ _ _ _ KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting :P — � - - - - - - - - �'F— - - — — — — - - - - I I o P0.Boz 1675 phone: 1631 433-9084 M I I I J"z 18" Anchor Bolts 32"oc• Verify Soil Conditions I I Southold,New York 11971 E-Mail: ssbn654@optonline,net J"x 18" Anchor Bolts i N to Insure that the I I Soil will not be Kehl Design Associates,LLC o formerly D A K Associates,LLC Undermined beneath Verify Soil Conditions /////% 7,°;////////// , 7"ter 7—/ moi: /� - 5 the Existing " to Insure that the { 8 x 18" Anchor Bolts 32"oc. 1'-8" 1'-4" -0"— -0" -0" OWNERSHIP & USE OF DOCUMENTS: I I Foundation Soil will not be o I Undermined beneath I � These drawings and specifications including the I I the Existing ideas, design and arrangements represented 21-8" 2-4" Foundation therein, are the property of KEHL DESIGN 10'-10" 10'-10" 3'-0" ASSOCIATES, LLC. No part thereof shall be I copied, disclosed to others or used in connection I I I I ( -4 -0" -0" -0" a°x 18" Anchor Bolts I I 30"z 30"x 8"Cont. fig.. I I with any work or project other than for which ( ( I W/(5) #5 Rebar E W. I I o they have been prepared without written consent. I I I I I III I 54"x9" LVL Flush Girder I I See Stair and Porch Deicil I i I = - — - - - REV: II { Provide (2)2X8 ACO Buck Around the Door Opening I I o 10'-10" 11'-2" 2 02 g'x 18" Anchor Bolts 32"oc. I I "x 18" Anchor Bolls I —2-6 Verify Soil Conditions ( I Verify Sail Conditions 8 I to Insure that the 30% 30% 12"Cont. Ftg. Soil will not be to Insure That the o I I I Soil will not be I I W/(5) #5 Rebar E.W. Undermined beneath I I Undermined beneath ( FOOTING DETAIL the Existing I the Existing Foundation Foundation � I I J% 18" Anchor Bolts 32"oc. I I I I I I o I - - - - -,�-- - - - - - - - - - - - - - - - - - - � I L - - - - - - - - -- - - - - - - - - - - - Z- - - - - - - - - - WORK NOTES: B SUBFLOOR 23'-0° � 2'-4" 1 1254' NEW FOUNDATION LAYOUT PLAN- !scare:,gyp= ��-o° NOT FO R FOOTING PLAN- CONSTRUCTION Scale:4' = 1'-0" USE UNLESS A CERTIFIED BY A PROFESSIONAL 25'-4ENGINEER " '-0— 15-7Y° - REPLACE EXISTING P1 EW NEW NEW 2646 WITH C 135 CW135L CW135L NEW —Ali i TW3446 Provide Drain — — — OE Pan Beneath ,Washer Washer and = p I ———— ryer ' 'ng — — — IGtchen " Dryer unPROJECT. 12'-10' _o" isti Ba m m I57, I F== istin ed — - - JOD Q(_o "" I VA ` Asti VJt n M I O ^ I '-3Y° — — =— Dining Closet is Di Ar 8 _0. Room ° ^Bathroom > 9 9 �- 0I D [Emw P0 CO F- - — SeV DOg See Siair and Porch Deloil I I ` I Attic I I o � Access I inti Exi ng 305 FLINT STREET N = N i` L 2868 2868 J c t VM ` GREENPORT, NY, 11944 � � N Ioo SCTM: # 1000-48-02-7.1 Qo oo N DRAWING TITLE: B 102 0 Living Bedroom is' g " gRo ting drop FOUNDATION FOOTING PLAN o Room ,,�, Exi ng B roo 5 � AND FLOOR PLANS 12'-10 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE RELOCATED RELOCATED NEW REPLACE EXISTING DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE TW2646 2" TW2646 TW3446 2646 WITH PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL M. NEW FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE TW3446 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 4Y° 13-0° 5-11Y" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 25'-4EXISTING FIRST FLOOR PLAN- B FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. " 1 SEAL: DATE: NEW FIRST FLOOR PLAN Scale:4W_ -0� PROJMAY 25, ECT NO: 2020 1065-2020 Scale:4H = 1'-0� �/ = EXISTING BUILDING - DRAWN BY: BDK CHECKED BY: A 0 J/ R301 DESIGN CRITERIA COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Z- SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 4 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A10 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES _ CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE °' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. " R301.1.1 ALTERNATE PROVISIONS ^" .;L`, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 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 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) p Y q KEHbDffiGN"ASS0CIA1FS,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 5,27 KER DESIGN ASSOCIATES Ll _U 1LLLLlLLLiL LLL �.c I II II II II � II 1111 'I ll_ residential & commercialdesign • consuLLLLlting II ILLI ISI —�ILi h, ,ill LLLI iLLLL1LLLL _ULUAILLLLLILILLLIL ILLLL �I P0.Box 1675 phone: (631)433-9084 I L JL Southold,New York 11971 E-Mail: ssbn654@opton'ine.net Kehl Design Associates,LLC o formerly D A K Associates,LLC ELOCATED ELOCATED NEW NEW NEW NEW NEW NEW OWNERSHIP & USL OF DOCUMENTS: TW2646 TW2646 TW3446 TW3446 TW3446 CW135L CW135L CW135R These drawings and specifications including the ;n 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 with any work or project other than for which they have been prepared without written consent. REV: I SOUTH ELEVATION- NORTH ELEVATION SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" Hurricane Strapping Hurricane Strapping 2x8 Rafters - 16"oc. Match Existing Ridge Vent 2x8 Rafters - 16"oc. Match Existing Ridge Vent 1" CDX Roof Sheathing 1'_p• 14"x 21" LVL Ridge 2' CDX Roof SheathingN 14"z9Z' LVL Ridge WORK NOTES: Ice and Water Sheild Ice and Water Sheild 2x6-16 oc. 20 Braces 16"oc. GAF Architectual Roof Shingles GAF Architectual Roof Shingles -0° \ \ 2x6 2x4 Stron back ~ 9 � Hurricane Strapping � Hurricane Strapping PP 9 46 Cedar Fascia's 2x8-16"oc. 1x6 Cedar Fascia's A� (Match Existing) R-49 Insulation R-49 Insulation (Match Existing) ]4 R-49 Insulation R-49 Insulation NOT FOR 8' NO Cedar T-111 NG Ceclor T-111 CONSTRUCTION E OCATED �/ RELOCATED Vented Soffit to Match Existing Vented Soffit to Match Existing TW2646 Kitchen Dining Living Living Bedroom USE UNLESS Exterior Sheathing Room Room �" Exterior Sheathing Rpprn / CERTIFIED BY A / Grace House Wrap or Equal Match Existing Subfloor Heights Grace House Wrap or Equal Match Existing Subfloor Heights R-21 Insulation g g R-21 Insulation 9 9 Board and Batten 1" Board and Batten �„ PROFESSIONAL CDX Subfloor match Existing) CDX Subfloor match Existing) Siding to Match 2 ( 9) Siding to Match z ( g) Existing TJ1210 x 92 - 16"oe. Existing TJ1210 x 9�" - 16"oc. ENGINEER 54"x92' LVL_ Flush Girder 54"x92' LVL Flush Girder Hurricane Strapping 92' Perimeter Beam Wood Handrail g'x 18" Anchor Bolts 32"oc. R-30 Insulation R-30 Insulation See Stair and Porch Detail — — — See Stair and Porch Detail (2)#5 Horizontal Rebo 2' Sheetrock 21" Sheetrock R-30 Insulation �" Sheetrock R-30 Insulation 4" PC Slab ( New New New New w/Poly Vapor Barrier 8" PC. Foundation 8" PC. Foundation Rn48oc. fBasement Basement Basement 32 Dia, A3 Basement amnteel Pipe J Standard�I I ( I I I #5 Vertical eberr 0 8" PC. Stairs r L J �I I I Dap Proofing Step Footing to 32 Dia. A36 Standard Steel PipeI, PROJECT: maintain S-0" with 12"x12"x 21" Base and Iwith 8%12"x 2 Base3and — I �� �" 1„ 32 x 12"x g Cap with g hale 1 I n n I I I 32 x 7'-4", A36 Standard Steel Pipe Below Final Grade 32 x 12% J" Cap with " hole in each corner. — 1" Dutch Wall Verify Soil Conditions with 12"x12"x 2 Base and in each corner. U I" 3B" 3" 4" PC Slab 5 Rebar 2'4oc. to Insure that the 4" PC Slab 3�z 12'x a Cap with g hole Step Footing to # ' (2)#5 Horizontal Rebar w/Poly Vapor Barrier in each corner, maintain 3'-0" w/Poly Vapor Barrier Short Way Soil will not be Undermined beneath 5 Rebar 2'-0"oc. the Existing , # Below Final Grade - - - - - - —� - - - - - Short Way �2" 2" \ — — Foundation T DRYWELL 3 5 Rebar Lon \ 30"x 30"x 12"Cont. Ftg. Drywell (3)#5 Rebar Long ; n:t24'x 8" R E I D O# g 24'z 8" Step Footing to _ _ _ _ _ _ _ _ _ — — — — Way 6"oc. W/(5) #5 Rebar E.W. 2-6� Way 6"oc. Cont. Footing Cont. Footing maintain 3'-0'� 30"x 30"x 12'Canc. Ftg. Y 9 — — — — — — — — — — — — — — — — — — — (Min. S-0" Below Below Final Grade W/(5) #5 Rebar E.W. (Min. S-0" Below Final Grade) Final Grade) 305 FLINT STREET GREENPORT, NY, 1194 _'VEST ELEVATION- SCTM: # 1000-48-02-7.1 SCALE: 1/4"= 1'-0" CROSS SECTION A CROSS SECTION DRAWING TITLE: SCALE:1/4"= 1'-0" 10 SCALE: 1/4"= 1'-0" 102 ELEVATIONS AND CROSS SECTIONS NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Living PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Room FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Wood Handrail UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2x2 Balusters Wood Handrail SEAL: DAl E: MAY 25, 2020 PROJECT NO: 44 ACQ Posts 2x6 ACQ FJ. 16 oc.— �• ►-4 • , 1065-2020 ` DRAWN BY: 2x10 ACQ Skirt Board ' 2x8 ACQ GirdersBDK CHECKED BY: 3„ 0 - Conc, Wall (Stairs) g Gov Carriage Bolts R301 DESIGN CRITERIA © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ..- SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN Stair and Porch Detail E AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF - COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES � r�. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE -;: �. Al 02 _ � .5 ....,. acs, •,. SCALE: 1/4"= 1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO -AMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEMDffiGN-ARWATES 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.