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Town of Southold 7/22/2023 o P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44341 Date: 7/22/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1290 Duck Pond Rd.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/15/2022 pursuant to which Building Permit No. 47512 dated 3/2/2022 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: additions and alterations, including deck,finished basement and mini-split air conditioning,to existing single-family dwelling as applied for. The certificate is issued to Dwyer,Daniel&Tracey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47512 7/13/022 PLUMBERS CERTIFICATION DATED 7/21/2023Do la Bufkin th rize S gnature °= TOWN OF SOUTHOLD ,rto�SUFFot,��oy BUILDING DEPARTMENT y =` 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 #: 47512 Date: 3/2/2022 Permission is hereby granted to: Dwyer, Daniel 1290 Duck Pond Rd Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1290 Duck Pond Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-4-10 Pursuant to application dated 2/15/2022 and approved by the Building Inspector. To expire on 9/1/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $751.60 CO-ADDITION TO DWELLING $50.00 Total: $801.60 Building Inspector OF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(a)-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Daniel Dwyer Address: 1290 Duck Pond Rd city:Cutchogue st: NY zip: 11935 Building Permit* 47512 section: 83 Block: 4 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owl Electric License No: 60853ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 12 4'LED 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 2'Led 1 Smoke Detectors 1 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches $ 2'x4'LED 3 Exit Fixtures 11 Pump Other Equipment: (2) Mini Splits (3) Blowers, W/D Notes: " AS BUILT NO VISUAL DEFECTS " Two Mini Splits and Finished Basement Inspector Signature: Date: July 13, 2022 S. Devlin-Cert Electrical Compliance Form Cic Town Hall Annex Telcphone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 '. `7 Southold,NY 11971-0959 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD ICERT.IFICA.T.LO.N Date: Building Permit No. 5 Owner: f e U) (Please pr1w) Plumber: � ... .R/7 _ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Flambe Signature) Sworn to before me this a `" day of 1 202-3 GlI1 Notary Public, 5 FF I K. C`oat TRACCEY L. DWYER NOTARY PUELIC,STATE OF NEW YORK NO.01 DWS306900 OQALIFIM IN SUFFOLK COUNTY C01 M,'8SIGN EX01RES JUNE 36.2— O�aOF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING e [ ] FRAMING /STRAPPING [ ] FINAL '?v� 06#v 1` [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( w l DATE 7)-`2/ INSPECTOR o�� yo �-7c5(2 oe sour # # TOWN OF SOUTHOLD BUILDI G DEPT. `ycourm, 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: If 4-::: A-Eeay t`t-B- DATE ZZ INSPECTOR FIELD-INSPECwION REPORT' DATE GO1k1VtENTS FOUNDATION(1ST) ------------ FOUNDATION(2ND) Z d . ` ROUGH FRANiIN.G& ; t . PLUMBING (� y INSULATION PEA N..Y. , . STATE ENERGY CODE 1 :FINAL. L-CG ' o: W C. o�gUFFO��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT yz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hqps://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only R E C PERMIT NO. �M:5g_ Building Inspector: FEB 5 2022 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: a - I 0 - �l,0-� OWNER(S)OF PROPERTY: Name: 1 n I,� SCTM#1000- Project Address: Phone#: 631 8 _ 010 Email: to r2 ,e Mailing Address: 70 1I aq 0 3)1 -4�c) PI YU00k CONTACT PERSON: Name: Mailing Address: Phone#: 1�31- Email: a DESIGN PROFESSIONAL INFORMATION: Name: -by-c++ Mailing Address: -e Phone lDJ "13 - 90 Email: r) CONTRACTOR INFORMATION: Name: Mailing Address:. Phone#: TFM;171 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure addition -Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other PIw*) hCj!�fUOI ck aAl.,W Ou-) , JCQf5+flll-AC— $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: SIS �Qm V� Intended use of property:51q#1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �- 40 this property? ❑Yes El No IF YES, PROVIDE A COPY. 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): �r'(Ccs/ L,, �L,Uy-2F, ❑Authorized Agent Owner Signature of Applicant: �. I Date: CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF �l � � ) Qualified in Suffolk County Commission Expires April 114, 2D01 being duly sworn, deposes and says that(s)he is the applicant (Name of indi iduallsigning contract)above named, (S)he is the l JwnEg- (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 �01`,, 1 day of ���►�y�(/l r , 20a�-- Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 j�EF4�r; BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD h Town Hall Annex- 54375.Main Road - PO Box 1179 Southold, New York 11971-0959 lsi� Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(a-southoldtownny.gov - sea nd(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION . ELECTRICIAN INFORMATION (Ail information Required) Date: 7 A5 d Company Name: Cj J 'C( c'C Electrician's Name: r ter License NO.: - _Elec. email: Elec. Phone No: ❑1 request an email copy of Certificatd of Compliance Elec. Address.: ky c(\- , c12-67- JOB 3 JOB SITE INFORMATION (Ail Information Required) Name: Address: /d Cross Street: Phone No.: 3 7.3 y Rlo ID Bldg.Permit#: q-75161- email: Tax Map District: 1000 Section: e3 Block: z Lot: BRIEF DESCRIPTION OF WORK, INCLUDEUARE FOOTAGE (Please Print Clearly): 000 W N c� AqC UA��5 plus as but t+" I in dwd ba&wft-� 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 Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 M2 H Frame Pole Work done on Service? MY N Additional Information: PAYMENT DUE WITH APPLICATION �0�p �(J +Y oyO��fFf1P�-co BUILDING DElectrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 a s Southold, New York 11971-0959 yy�9 Telephone (631) 765-1802 - FAX (631) 765-9502 x �r rogerr southoldtownny.gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 777a Company Name: C) \ Electrician's Name: ter License NO.: _- (�O`� Elec. email: LOAN` Elec. Phone No: (,73moo(S D request an email copy of Certificatd of Compliance Elec. Address.: k�yjvjLrL , - ?� JOB SITE INFORMATION (All Information Required) Name: s' Z?iv ► e Address: d v,, Cross Street: Phone No.: Z,3 73 y o IQ Bldg.Permit#: q-7151 01— email: o f t o ff Tax Map District: 1000 Section: e3 Block: VLot: / 0191 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Alc- �U-SQs bLc i 1+ ]0 QSW bQ&W�- Square Footage: Circle All That Apply: - 12 OnD b 1,56 Is job ready for inspection?: YES❑ NO F�Rough In Final Do you need a Temp Certificate?: YES rNO Issued On Temp Information: (All information required) Service Sizer-11 PhE]3 Ph Size: A # Meters Old Meter# ❑New ServiceQFire Reconnect[]Flood ReconnectOService Reconnect ElUnderground00verhead # Underground Laterals 1 2 0 H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT## Address: Switches Outlets 1 GFI's Surface Sconces C H H's C f � I (. . �.. . ._. UC Lts �1 l y OD Fans Fridge ;...� H1N Exhaust Oven Nj/p Smokes l� DW Mini. . Carboni .. _ Micro :Generator. Combo Cooktop Transfer Ac AH�I Hood Service, Ora! `k �f G���'S I ;Amps 'Have. Used special: l Comments. RECEIVED SUFFOLK COUNTY 2002 SPR 9 AM 10: 26 OFFICE V1!�5TEWX(ER�MGM LOT 19 CONC. MON. S39@00'00»E 150.00' LOT 10LA j I 12� OVER , .Z Wo N IL W � Q 0 Q ;s Z J WELL �I -� so// ��� sem. �.? TWO STORY ,* ! J FR. RES. N i 5.7' s�9' O — � ' Q ►� / ! ~ I `LAWN; I (S f i OVER , CONC. M N. DR NAGE EASEMENT j i IRON;ROD 275.00 FIRE WELL .r ...� N39'00 0 50:00 . DUCK POND ROA D SANITARY MEASUREMNETS PROVIDED BY OTHERS AREA: 40,500 S.F. = 0.930 AC. NO SURFACE WATER EVIDENT WITHIN .300 FEET. ADJACENT DWELLINGS SERVED BY WELLS. CERTIFIED TO: SURVEY OF DANIEL P. DWYER & TRACEY L. DWYER LOT V SUNRISE ABSTRACT CORP. WELLS FARGO HOME MORTGAGE, INC. MAP OF WOODBINE MANOR EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SITUATE AT ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. CUTCHOV CIE GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR TOWN OF SOUTHOLD WHOM. THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE• COM- PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, SUFFOLK COUNTY, NEW YORK AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES'ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. „ , THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO SCALE: 1 =6O DATE: MAY 30, 2001 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING S.C•T.M. DIST. 1000 SEC.083 BLK.04 LOT 010 WALLS, POOLS, PATIOS, PLANTING AREAS, A001710NS TO BUILDINGS AND ANY OTHER CONSTRUCTION. JOB NO. F3542 !r-� MAP NO. 8239 FILED: DEC. 15, 1986 ING, 132 t. way REVISIONS: Ha on Bo N.Y. 46 STAKEOUT WELL 06/27/2001 ' f 7 —53 REV. PR. HOUSE 09/20/2001 (631 8 30�/ REVISED: 09/24/200 r Marc E. Chartist, L.S. REVISED: 10/01/2001 STAKE FOUNDATION 10/04/2001 Successors to RESTAKE FON. 10/18/2001 ;• Paul T. Canaltzo, L.S, Robert A: Kart L.S. UNDER CONST. 10/31/2001 `.. -- _. Good Ground Surveyors, AC. FINAL 01/. 0/2002 license060149 kluge Savings on orders over$4,000. Use coupon code: DISCOUNT and save big! 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Daikin's ductless stems deliver continuous circulation and filtration quietly, with none of the noise and inconsistent airflow of der furnace and A[ systems, all while doing so with greater efficiency and reduced maintenance costo and :)rries. jcdes-s mini-split heat pump systems are perfect for old and new homes or buildings, regardless of whether they meexisting duc1vvork |notaUed' Couple that xvithDaikin'sbeaudfu||ydesigned indoor air handlers and you have eganceand efOciencythat will last for years tocome, guaranteed. 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E R SE WINDOWS & DOORS SOLD BY: SOLD TO: . �z•CREATED�DATE''.: Craig S. Nappi: ��( J/ 9/27/2021 �DING SUPPLY_ Riverhead Building Supply i� Build Smaswder.surd Better., 1093 Pulaski Street Riverhead,NY 11901 LA'fES f;IJPDATE,: Phone-631.996.3006 11/11/2021 Email-cnappi@rbscorp.com Abbreviated ted Quote Report - Customer-Pricing • QUOTE NAME-::::.' PROJ 'C< . -. .,... ..:. ... Dwyer-Storm door . . E_..T:NAME,.::; QUOTE;iVUMEER GUST" " Dwyer.- 46694 ... . .. .:.. Storm,door 13 T. ORDE R NO : Item ,Qty Operation Location Unit Price- Ext. Price 100 1 Right.Nand. None Assigned RO Size= .....unit Size= .:._...:•.. . .....,.. _ . . . 10 Series fullview Retractable-.:. : .. •. • .,:.�... . ... . . .. , _ , .. In Screen, 10RS 36 x 8Q.,;Storm•Door; Right"kJarid,Black, Single-Pane.Clear Tempered Glass, No Galles, SmoothCoritroLPIus Integrated C(ose system, Rapid Install 1;Mr d! opal Hardware Trim:S.et,.Nickel �.... �- Hardware 1.:.Traditional{Handle;.iriNrckel`PN:..42302 Comments: ,FREIGHt $0.00 $0.00 ",TOMER SIGNATURE .. DATE ....11 lj _21 ��#: 1346694 , Prin ate: 11/1'1/2021 6:0. :. PM UTC All Images Viewed from Exterior Page 1 of 2 m2o Quote Form Quote Form tREAD- � TON N;BLVO El. NY 11933.-3650 r �„, r• � L �. L Y 1 .r d1martero Build -BbUe�r o . #54095'45 Revision<#8644978)' - Hide roject'Name:Dwyer ; < . Quote Date:11/11/2021 ustomer: :;;_ Submitted-Date: Contact Name: PO#: Phone(Main): „- Phone.(Cell):: Sales Rep Name:Craig Nappi Customer Type: :., q� Salesperson:. Terms: i !✓ Delivery Information= bide : Shipping Contacts. Comments: ' Shipping Address: _ City: State: Zip: Untat Det `il; . NideAllConfleuradonOptia'ns '. Itgm;:0001:fit•i4'.',%36:,'-/=1d"f_x:80':'S,4570sL_C'/5330_C%54570SL_C'LHI'4 9%16"On Guard Primed Location:. Quantity,i 'Srnopth'Star.36tix80'?=Single Doorw 25tdentes y r: irxT, 'i SIL•L:.PAN-IIT 4-9/ 6'X;6/0` ' •-. f.,i.' •l i:.r.,?.:;.; -_•. > •- -��=.fk• e�'-Configura.tion Options was Peodutt,Category;Exterior Doors - �.a Manufacturer:Reeb'-Smooth Star ' - t7a-MRIoR • Product Material:Smooth Star Fiberglass SiMil gothsvmg • Material Type:Smooth Stara Sidelite Both§ides - Product Type:Entry • -Brand:Therma-Tru Configuration(Units viewed-froiii:Exterior):Single Door w 2 Sidelites: ReebFlnish:`Yes== . .... .. ... .,. • Unit•.Construction:,Continuous:: _'..:..... „ • Slab Width:-36" ' • Slab Height:80" Product Style:Full Lite - - . 'Glass Type:Decorative • -GlazingT &-Insert • Glass Style:Blackstone :,. `Carving:Brushed Nickel'` • `In:sulation:Insulated Glass • Model:5310_C ; • Finish Door Exterior Color:Luna Moth .• Finish Door Interior Color:Tanned Leather • Sidelite Product Material:Smooth Star.Fiberglass • Sidelite Material Type:Smooth Star • Sidelite Width:14" httpsl/m2o.edg enet.comMewProjects/GetBasicQuote?Projectld=5409545 •1/2 m2o Quote'Form • Sidelite Height:80" • Sidelite Style:Full Lite •. Sidelite Glass Type:Decorative • Sidelite Glass.Style:Blackstone • Sidelite Glazing Type:Insert Sidelite Caming,Brushed Nickel . . • Sidelite Insulation:Insulated Glass • Sidelite Model:S4570SL'*C. • Finish-Sidelite.Ext'erior-Color:Luna Moth • Finish Sidelite lnferior'Colors.Ta�ined Leather • Frame Material:On-Guard0nme&— Finish Frame Exterior:Color. Luna Moth Finish Frame'Interior•Co[or:Tanned Leather �. :Match;'ing.Pre Finished Interior Casing:None. Hariding:Left:Hand.li�swing Casing/Brickmouild'.Pattern-None .Hinge Type:Ba IF Bearing • Hinge Brand:Therma-Tru ,. 'Hinge-Vni's h::Brushed Nickel: •.,lamb.Depth:4 •..-Sill:Composite Adjustable Sill Finish:Mili J s,h w Light Cap. j Ak-'..tocic,Qption:.i�lone:... Double tock Bore 2-3/8"Backset ` . �'Strike'jamb P' No • Weatherstrip Type:_Compression ; •:Weatherstrip Colors.Bronze •. Custom.Height Option:No .Kick plate:None' • ,Sill Cover:No •' Sill-Pan:Yes ••.Rough Opening Wid.th:`68:.1 2'!..s Rough Opening:,H6ight:•82 1/2": ... ` Total Unit.Width(Includes Exterior:Casing):6.7 5/8" . •.:Total Unit Height(lncfudes.En0rior.Casing):82'" Item Total:.: Item Quantity.Tota' Un itr5'.urnmar. Y.. was ��iteni .l.ecrip#ion;. " Y z- ,: Quantity ,Unit Price Total'Price 0001.:6X>�'�4"J 36"/`14"x 80"54570SL_C,/5310_C/545.70SL_C LH14 9/16'"On-C,uard Primed 1 dam: . • SUBNIIfiTtD BY: SUBTOTAL: ACCEPt7-6BY: .... .. 74 hz :: _ TAXES C°�) DATE: + _ _- :-� �I l,:I— Q_ GRAND TOTAL: _ �`Additio�t'allnformation: - - -.J underst6 kd that this order will be placed according to theses ec fications and is`non-refundable. P.. ..All products are.unfinished unless otherwise specified and.shouldbe finished as per the instructions provided by the manufacturer. .:Images 4r Is quote should be considered.a_represehtation of the product and may vary with respect to color, actual finish options and decorative glass privacy ratings.Please verify with sales associate before purchasing. Un less•otherwise noted,prices ate subject to change without notice,and orders accepted subject to prices in effect at time of shipment. Prices in this catalog apply only to sizes and descriptions listed;any other specifications will be considered special and invoiced as such. s://m2o.edg enet.com/Viev Prbjects/GetBas!cQuote?Projectld=5409545 212 Item eration l :t..=_,; r , :_.. , 0'A Locations ;:'. U6iVPn:ce.E,':ESc}. Price. —... tion ._.._..............._ ..._.._._......_.__.. �.._._ ,: ..,_.;_.....;.......... Left-Stationary one signed 1 100 Sta ary.- N p 7.� � ; RO Size:=}1..1:1,3'/1:6"x 83" Unit. =11.Ot:F/16a�x,$2,3/8" IVIuII::Job Site:Mulled, Field Ribbon Mull, 1/16,Non Reinforced Material P53 i =PS61611, Unit, Unit.1:200 Series PS Patio.Doors 1 Panel., Unit 2:.200 Series PS Patio Doors 2 Panel, Unassembled, White Exterior Frame, White Exterior Sash/Panet,,"w7W,hite Interior Frame,w/White Interior Sash/Panel, Unit 1: Stationary, Unit 2::Left- ;:'" Dual Pane Low-E w/Blinds Tempered Air Fill w/Breather Tubes, Stainless Glass/Grille Spacer,Albany,White,White, _... . White, Full.Screen;-Fiber iris, Gliding Frame: White"Exterior/White Interior PN:19712-57 Version:10/10/2021, Frame::Whitec_Exteriof/:Whii:e Interior PN'.1971253.Version:10%10/2021 Panel 1: Slab 36.375.x 79.094 P$3 Stationary White/White./White Low-E w/Blinds:./E3reather Tubs Tempered Air Filled PN:9139587 Trim Set 1: PSGPD Left=Statin_naryAlbany White:PN:90075.38 " Auxiliary Foot Lock 1: PSGPD White PN:1997301 dnsect Screen 1:200 Series PS Patio Doors 2 Panel.,35 7/8"X 807/16" PS0611 Full ScreeR."l=fiberglass Gliding White PN:1974130 Panel 1: Left Slab 36.375 x 79:094 PS61.61:1 Ldit-Stationary•Vllhitel White/White.Low-E'w/Blinds w/Breather Tubes Tempered Air Filled PN:91'39599. Panel 2: Right Slab 36.375 x 79.094 PS61611 Left-Stationary White/White/White Lo _E vu/Blinds w/BreatherTubes Tempered Air Filled PN:9139600 Drip Cap: 1201N White.QTY 1.PN.2222546 Join Mull Material: 200 Series PS Patio Doors:Psq `82375;Verticat 171"6"Non.Reinforced V1/fiite,White,"PN:1916012, �. Unit# UF act SHGC :. ._' •Comm.ents•'• Al 0 B1 .34. x._0.32 ;, :... ...-. -. TOTALr CUSTOMER SIGNATURE DATE 271044 Print Date: :11/,1112621 .6_1.1;;23:PI :;UTC ,.' II Images.Viewe from exterior. Page 2 of 3 Quote Date: 9/9/2021 5 x -ustomer Name: Class A?1-4 Units Project Name:, Dwyer. 4ddress: Quote Name: Unassigned Quote Quote Number;„3,920591 .7hone; Order Date:` `Quote Not Ordered A -ax: k PO Number: -ustomer Infol(a ion: Comments: TEM -SIZES ';' r.' LOCATION!,<TAG';P,RODUCT:DESCRIPT}ON.' UNIT P:RICE!_EX TENDED;PRICE; -ine Item: 100-1 None:Assigned *`*PRODUCT*** ty .ti I, `: Row 1 1556 Double Hung-Vent,-1 Units-51.5W x 35.5H DIMENSIONS*** 20 Size: 52”X 36" 51.5W x 35.5H Jnit Size: 51.5"X 35.5" ***-FRAME East,Vinyl, Frame Type-Fin, Exterior Color-White t**GLASS Glazing-Type-Insulated, Dual, Glass Tint-Clear, Low-E,Argon Gas, Glass Strength-SSB t..� s ' SCREEN , „� Screen-Fulh;Flexsc(#een LT,Sc een Mesh Type"-Charcoal Fiber, Screens Packed SlYparately-Yes HARDWARE M Factory Applied WOCD WRAPPING ; j Extension Jambs-4 9/16 Wood, Extension Jamb Type-Primed Firiger,Jointed,Number of Jamb Sides-Four Sides, Frame Trim- s,s None,J-Chahnel-Integral **.NFRC.** _ Series 1556::DoubleHung, U-Factor::0.28,SHGC::0.29,VT::0.52 Unit Price: `**Performance*** i Series 1556::DoubleHung,Calculated Positive DP Rating::-1, Calculated Negative DP Rating::-1,DP Rule.ID::1556 DH,-Rating Type::DesignPress ure,Structural Rating::R-PG30*,Water Rating::4.59, FL ID::N/A,STC Rating::28,OITC Data::23 i 1556 Double Hung-Vent-4430 Extended Price: i I F - isLA_ y 1 2uoted by: Craig Nappi Quote Number: 3920591 Pages: 1 of 2 Print Date: 11/11/2021 1:31:06 Riverhead Building Supply U.S. Canada ENERGY ENERGY Andersen* ' Andersen NPRC Certified c e w o STAR STAR V 6.0 v 4.1 Product Line& -Glass Grille Type• •, .-Products• $ a m e9 m ac Product Type Type Directory'Number > > w m E Q Z U V 0 N O O Z V1 N N 3.1 Tempered Glass-w/No Grilles and Grilles Less Than 1" No Grilles AND-N-13-01352.00001 0.28 1.59 0.32 0.55 23 <0.2 NC - Z1 1 3 . Simulated Divided Lite or Installed Interior Removable AND-N-13.01352-00002 0.28 1.59 0.28 0.48 21 40.2 NCS - Zt - Full Divided Lite AND-N•13.01358-00001 0.30 1.70 0.28 0.48 19 <0.2 NCS - 11-11 - Firelight'"(grilles-hetween4heglass) AND-N-13-01370-00001 0.28 1.59 0.28 0.48 21 40.2 NC - - Z1 - - No Grilles AND-N-13-01353-00001 0.29 1.65 0.20 0.31 15 <0.2 Simulated Divided Lite or Installed Interior Removable AND-N-13-01353-00002 0.29 1.65 0.18 0.27 14 40.2 - 3 � Full Divided Lite AND-N-13-01359-00001 0.31 1.76 0.18 0.27 11 <0.2 - - FinelightTM(grilles-botweon-theglass) AND-N•13-01371-00001 0.29 1.65 0.18 0.27 14 <0.2 NC SC - - No Grillas AND-N-13-01354-00001 0.28 1.59 0.21 0.50 17 <0.2 1,112 SC Z1 - - f W =c Simulated Divided Lite or Installed Interior Removable AND-N-13-01354-00002 0.28 1.59 0.19 0.44 16 <0,2 NCf Sc Z7 r E Full Divided Lite AND-N-13-01360-00001 0.30 1.70 0.19 0.44 13 <0.2 NCF Sc - -in Finalight"'(grilles•between4heglass) AND-N-13-01372-00001 0.28 1,59 0,19 0A4 16 <0.2 NCE SC Z1 - Na Grilles AND-N•13-01351-00001 0.29 1.65 0.53 0.61 34 <0.2 - - - Z1 V 23 c LV H Simulated Divided Lite or Installed Interior Removable AND-N-13-01351-00002 0.29 1.65 0.47 0.53 31 <0.2 - - - Z7 E2 o Full Divided Lite AND-N•13-01357-00001 0.31 1.76 0.47 0.53 28 <0.2 - - - - Z1 - a Finolight^'(grilles-botwoon-theglass) AND•N-13-01369-00001 0.29 1.65 OA7 0.53 31 <0.2 - - Zt 72 i! No Grilles AND-N•13-01522-00001 0.24 1.36 0.32 0.54 28 40.2 1 11 11 NCf 21 IN - Y w q Simulated Divided Lite or Installed Interior Removable AND-N-13-01522-00002 0.24 1.36 0.28 0.47 26 <0.2 NC - ZM1 122 - 3 r 3 S Full Divided Lite AND-N•13.01525-00001 0.28 1.59 0.28 0.47 21 <0.2 FlnellghtTM(grilles-between-theglass) AND-N-13.01531.00001 0,24 1.36 0.28 0.47 26 <0.2 NC I- Z1 17-2 No Grilles AND-N-13-01523-00001 0,24 1.36 0.21 0.49 22 <0.2 NC SC JJ 21 22 - Y w c q' Simulated Divided Lite or Installed Interior Removable AND-N-13-01523-00002 0.24 1.36 0.19 0.43 21 <0.2 NCI SC 21 r 3 L m 200 Series ` E= Full Divided Lite AND-N-13.01526-00001 0.28 1.59 0.19 0.43 16 <0.2 NC SC 21 - Perrna-Shield® vt ` - " Gliding Patio Door 3 FinelightTM(grilles-between•theglass) AND-N-13-01532-00001 0.24 1 1.36 0.19 1 0.43 21 <0.2 NC SC Z1 r d No Grilles AND-N-13-01521-00001 0.25 1.42 0.48 0.60 36 <0.2 c s w - Simulated Divided Lite or Installed Interior Removable AND-N-13.01521-00002 0.25 1A2 0.43 0.52 33 <0.2 - - Z1 Z�2 >� w t;= Full Divided Lite AND-N-13-01524-00001 0.29 1.65 0.43 0.52 28 -0.2 - - Z1 - a 3 FlnellghtTM(grilles-between-the-glass) AND-N-13.01530-00001 0.25 1.42 0.43 0.52 33 40.2 - - I r - 3.1 Tempered Glass-w/Grilles 1"or Greater Simulated Divided Lite or Installed Interior Removable AND-N-13-01352-00003 0.28 1.59 0.25 0.42 19 <0.2 NCS SC a I Z1 - c Full Divided Lite AND-N-13-01364-00001 0.30 1.70 0.25 0.42 17 <0.2 NCS SC 1 11 - - Finellght"'(grilles-between-the-glass) AND-N-13-01376-00001 0.28 1.59 0.28 0.48 21 <0.2 NCf - - Z1 Simulated Divided Lite or Installed Interior Removable AND•N-13-01353-00003 0.29 1.65 0.16 0.23 13 <0.2 NG SC - �3 N Full Divided Lite AND-N•13-01365-00001 0.30 1.70 0.16 0.23 12 <0.2 NC SC - - - Firelight-(grilles-between-theglass) AND-N-13-01377-00001 0.29 1 1.65 1 0.18 0.27 1 14 1 <0.2 Nd SC - t Simulated Divided Lite or Installed Interior Removable AND-N-13-01354.00003 0.28 1.59 0.17 0.38 15 <0.2 NC SC W E c Full Divided Lite AND•N•13-01366-00001 0.29 1.65 0.17 0.38 13 <p.2 NC,S - - - J N Firelight-(grilles-between-theglass) AND-N•13-01378-00001 0.28 1.59 0.19 0.44 16 <02 NCf SC Z1 - c Simulated Divided Lite or Installed Interior Removable AND-N-13-01351-00003 0.29 1.65 0.41 0.46 27 <0.2 - W � SFull Divided Lite AND-N-13.01363-00001 0.31 1.76 0.41 0.46 25 <0.2 - - Z1 - a FinelightTM(grilles-hotween•theglass) AND•N-13.01375-00007 0.29 1.65 0.47 0.53 31 <0.2 - - - 21 er �e Simulated Divided Lite or Installed Interior Removable AND-N-13-01522-00003 0.24 1.36 0.25 0.41 24 <0.2 NCf SC Z1 � - w o c w Full Divided Lite AND-N-13.01528-00001 0.28 1.59 0.25 0.41 19 <0,2 NCS SC Z1 - FinelightTM(grilles-between-theglass) AND-N43-01534-00001 0.24 1.36 0.28 0.47 26 1 <0.2 ! s Simulated Divided Lite or Installed Interior Removable AND•N-13-01523-00003 0.24 1.36 0.16 0.37 19 <0,2 NC SC 2] - - w E« c a Full Divided Lite AND•N-13.01529.00001 0.28 1.59 0.16 0.37 14 <0.2 - x J 3 FIs lnellghtTM(grtlles-between-theglass) AND•N-13.01535-00001 0.24 1.36 0.19 0.43 21 <0.2 NC SC Z] 72 - This information is for reference only. Performance varies b unit size and options selected. Pae 40 of 5s Data is current as of December 15,2014 and o subject to change. Y p 9 See page 1 for more inlormalion. For specific unit performance information,please contact your dealer or Andersen Sales Representative. L ELECTRICAL APPROVED AS NOTED INSPECTION REQUIRED DATE: B.P;,# FEE:le � BY: NOT BUILDING �E � :`ARTMENT AT . 765-1802 '8 AM TO a PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Blower door FOR POURED CONCRETE and ductwork 2..ROUGH - FRAMING & PLUMBING 3. INSULATION testing required. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FCR, C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICA TION ON LEAD CONTEWT BEPORL CERTIFICA TE OF OCPUPANC COMPLY WITH ALL CODES OF SOLDER-USED IN WATER NEW YORK STATE & TOWN CODES SUPPLYSYSTEMCANNOT AS REQUIRED AND CONDITIONS OF EXCEED 2/1.Q'Or J LEAD. Sit TOW"tAfVIVtNO BOARD SOUTHWFOWd-TRUSTEES =` V IN WAS 'I`E A'tER'LINES NEED c RECOVERING OCCURANCY OR USE IS UNLAWFUL WITH,OUT CERTIFICAT OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. . /,f!r'':✓ / :_:% %�%>/.�%,r.Gam,% / �,/�: GENERALTE �%', SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION r ` General Notes: C N T � CTO R 0 T SS' 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF s���.-, _. Ij R E _ PELT- I� Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. T GENERAL NOTES: Z. ��sl_ 2. FIRE SAFETY: - `'- 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. V�DESIGN ASSOCIATES LI,C 1 • 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. 1 residential & commercial design . consulting PRACTICES. 2 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. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BoX1675 b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. phone: X631)433-9084 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. Southold,New York 11911 E-Moil: ssbnb54@optonline,net 3 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. :/�7;- - •• : r,� -- 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. UWNEkSHIP & USE OF 00(-UMENIS: 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 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 OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better 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: E = 1 ,600,000 PSI 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. Fv = 95 PSI 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 Fb - 825 PSI 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. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI Fv = 285 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 4. NOISE AFTER HOURS: 9 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 KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN 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. DOCUMENT NOTES POF ROPERTY.ACTIVITY RESPONSIBLE R THE EACH AS REPRESENTATIVES OF THEIR THEIR RPLOOTHERS DIN OE 14, R EMPLOYEES ASCERTAIN THAT THECONDITIONS UNDER WHICHTHEYWILL 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 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, i Ir OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. p� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OT FOR GROUND WIND 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 *,p 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 (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. VENT REQUIRED HAZARDS CATEGORY 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 V 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 A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. DESIGN CRITERIA EXCEPTION: FORETHE NATOOMS MEET URAL LIGHT OANDEXCEED LATION CHAPTER REQUIREMENIOS 8303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PRESCRIPTIVE DESIGN PROFESSIONAL OCCUPANCY OR USE LIVE ENGINEER 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) b 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 2020 RESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE USES(s) AND OCCUPANCY CLASSIFICATION(s) - METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE 8301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAdE A CAPACITY �k 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 EACH CASE. WI RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V„it IS 180 MPH (290kps) OR LESS. NAILING NOTES: TYPE OF CONSTRUCTION CHAPTER 6 BALCONIES EXTERIOR AND DECKS TABLE 8301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD ""^ r ( ) ( ) (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 ` TYPE GROUP FIRE ESCAPES RESIDENTIAL CODE OF NEW YORK STATE. 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA n) f V B GUARDS AND HANDRAILSd 200h FASTENER TYPE ` J 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, T'O'"'`'C HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf Soh 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 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 PLANE TO THE AVERAGE HEIGHT OF I I R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE UNLIMITED AREA SLEEPING ROOMS 30 Ya INCH DIAMETER LAGSCREW- 3 STORY AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE = NA AS PER CHAPTER 5 OF THE AS PER TABLE 506,2 BASED ANCHOR WITH 2 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH D IffER, 26�BETiLDING CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 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) Le Eam FOR SI: a. This table is based on 180 mph ultimate design wind speeds Veit and a 45-foot mean roof height. RMOIDU, TOTAL HEIGHT FROM RIDGE TO GRADE NA 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 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. 120 DUCK POND ROAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. APPLIED OVER A 20-SQUARE-INCH ARCA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 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 CUTCHOGUE, NY,, 11935 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 2J'2 inches from the edge of concrete block or concrete. _ 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 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4RESIDENTIALENERGY EFFICIENCY,ASPER 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. d. A SINGLE CONCENTRATED LOAD APPLIEF, IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK OF NEW YORK STATE. GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION 8507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 i NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY 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 2020 ECCCNYS , BASED NEW BASEMENT sq. ft. ��!�,+(,� �, ""��. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT NA r TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CLJNSERVATION CODE AND NOTES: NEW FIRST FLOOR � (NY)TABLE 8402,1,2 a NEW FLOOR NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRA�Iorr 8K"HTb GLAZED CELMa WOOD MASS R-DOR BASEII SUB 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 ZONE U-FACTORD uFACTOR FENESTRATION RVALUE FRAME WALL WALL , FWALUE WALL R-VALUE SPACEc FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR ASSUMED RECTANGLE 42 INCHES IN HEIGHT .BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SNc9Cb,e R-VALUE RV&.UE R-VALUE &DEM R-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 NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPTUNFORESEEN 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 MARINE 022 0.55 0.40 49 200813+5h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL 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: DATE: NA For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-velues are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less _FEBRUARY 21, 2022 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 PROJECT NO: NOT LESS THAN 30 INCHES R-volue specified in the table. ATTIC (GARAGE)(a) NA p C COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1119-2022 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THANALL 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 DRAWN BY: interior of the basement wall. UNDER FEDERAL COPYRIGHT LAW. SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT r' , ;i BDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD v ;ar, ++ NEW DECK 319 s ft. "15/19° means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the 1 4 .w �a"= -"'k'*, /�`• CHECKED BY: q MEMBER DEPTH. WRITTEN AUTHORIZATION. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the t COVERED PORCHES NA 4 THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Ff � COVERED ENTRANCE NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS LLC.insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wan. KEHL DESIGN ASSOCIATES N ® ,': °' SHEET NUMBLR: - :�t '� � � � ,�, ✓ POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE } - i d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to 9 q PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN - 4 h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab _� -�''- `.' SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. _ ��A,\= d c 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 F �Q� (a WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization Of IOC° governing agencies, SUCK as Suffolk Count Dept, `'l :c;"(?� DOB NUMBER: OF ) g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g g g 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 Heolth 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. © KEnDESIGN-ASSCMTBS,uc insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION ; USE A MINIMUM OF TWO 8d NAILS THIS MTS 2 0 LTS20 Ni SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ALLOWABLE LOADS �•2 LOAD SIDE OF CEILING JOIST F .-' ; - � r . FASTENERS �, m ° --- LATERAL WITH TOTAL FOUR s r - - MODEL GA UPLIFT UPLIFT CODE AND ON SIDE OF RAFTER � � � (133/160) 8dx1}" 8d NAILS NO. TO TO TO AVG REF. INTO TRUSS I ( I�� ~ ° e° j/i sp RAFTERS/ ULT. NAILS _ - ------- , TRUSS PLATES STUDS (133) (160) F F2 (133& s_ STU .�. /,.; SIMPSON o NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER 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 PROPER INSTALLATION PROCEDURES residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — e FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTJ'x12 DIMENSIONS ° P0.Box 1675 phone: (631)433 9084 MODEL GA AVG (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ' 2 REF. INTO ° °° ;• ° Southold,New York 11971 E-Mail: ssbn654Coptonrne.net NO. MAX. TEAR ULT. LFTA LFTA PLATES WIDTHSPAN L QTY DIA ,�" 2' 2" 3 31" 11" 2' 2}" 3" 3" EIGHT SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC Sd NAIL INTO LFTA 16 2 " 17" 3g "16-10d — 4200 1205 1400 5, 44, 85 STUD ° OWNERSHIP & USL OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE oo FASTENERS ALLOWABLE UPLIFT LOADS 3 These drawings and specifications including the MODEL L AVG 10d 10d x 1}" CODE ideas, design and arrangements represented NO. ULT. REF, LFTA L S T A 21 ° 1od 1od x t�" (,33 / ts0) (t33) (Iso) ° therein, are the property of KEHL DESIGN o ASSOCIATES, LLC. No part thereof shall be e o Simpson Strong-Tie copied, disclosed to others or used in connection oe ° HGA10 MTS16 16 14-1Od 14-10d x 11" 3116 1000 840 1000 3, 41, 128 with any work or project other than for which MTS20 tt tt they have been prepared without written consent. 20 14-10d 14-10d x , " 3116 ,ODD 840 1000 3, 41, 128 DETAIL K ARTg"x12 0 o° LST20 20 12-1Od 12-10d x 14" 2383 775 720 720 3, 41-FCCNW-OUPLER NUT DETAIL "E" °° STU 8 — DOUGIR-LARCH l nb Equal, In of °° �SIMPSON TYPE OF DIRECTION SO. PINE CODEp ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD S ecified nails In o° TAKE—UP WASHER FLOOR ROOF (133/ (100) (125) 160 each end NO. TION Simpson Strong-Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL H ' H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""' (133) HOEDOWN HOLDOWN ART "x12 DEFLECTION DEFLECTION CODE STUD MODEL MACHINE AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. NO. BASE BODY ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ° GA GA HD S8 W H B SO CL DIAS a DESIGN LOAD DESIGN 00 QTY DIA 12' 2" 2�" 3" 3}" 5}" LOAD T/HE SIRE(PEAT FF 0 0 0 HD2A 16 12 4fj" 2"' 2'" 8" 2�" �" 1 „ b 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG OF SP ODE W L STUD PLATE ULT. (133)2 / (160) R SP4 3a" 7J" 6-10d x 1j" — 2917 735 885 7, 40, 127 ° 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA FLOOR REF. o NO. H L NAILS 100 (133) (160) ° WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS FLOOR (133) (160) REF. Simpson S t r o n TIe STU 5 1009— 8 — MSTA24 18 11" 1 24 1 18-10d 1 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON NOTFOR®R MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER NO. END SPACING REF. HD2A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc• CONSTRUCTIO 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 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 USE UNLESS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS p� -FIR AR H SO PIN ALLOwAB A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION HEADERS A\'G UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE �� �� N0. GA W H 8 ,Od i6d JOISTS ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIESSPONOFTHEIOCONTRACTIOR. PLACES DETAIL, F cNw— CERTIFIED BY A LUS46 18 3 " 4J" 2 — 4_16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" t HUS210-2 14 34" 4. 2 8-16d 8-16d 6076 1755 2105 —11650 — 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUGART "x12 S�•U 5^- -FIR LARCH/SO/SO INE ALLOWABLE A MODEL FASTENERS AVGFT LATERAL CODE UPLIFT SIMPSON EER (133/160) REF. NO. GA ULT. TAKE—UP WASHER TO RAFTERS I TO PLATES I TO STUDS (133) (160) F FZ 160 HGA10KT 14 4-SDS}"x1}" 4-SDSJ"x3" 1 1523 435 435 1165 94D ° USE A MINIMUM OF MTS16 MTS16 SP4 TWO 8d NAILS THIS I In�A CNW- SDE OF TRUSS i Fill /COUPLER NUT SP4 I TOTAL FOUR o /• ® ° SE A MINIMUM OF // PROJECT: Sd NAILS TWO Bd NAILS THIS STU "- LSTA21 SIMPS❑N ( '� ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. SIMPSON TOTAL FOUR /. ® TAKE-UP WASHER Strong-Tie 8d NAILS INTO TRUSS ° L S T A 21 I F •� •'� L n 173 TWO o F I 8 AIL 1 ® TO I b PLATES ® 1290 DUCK POND ROAD , EIGHT TWO 8d NAIL ° 8d NAIL INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °0° .e CUTCHOGUE, NY, 11935 H7 EIGHT Bol NAIL INTO DETAIL "D" DETAIL "G" DETAIL IN STUD Simpson Strong-Tie H7 Sir�1 son Stron Tie .1 EFTA EFTA • BP ROD SYSTEM g DETAIL "L" LFTA Jul- °••, Ridge Strapping DRAWING TITLE: NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF =• 1.0 V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft, per vertical ft. I' 3 ' ITHROVGH ROOF II 4" TH2OdGFLOOR ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG—TIE DETAILS ROOF V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. LTP4 Ll ROOF DRAINAGE I` ROOF AREA = 2160 sq/ft CALCULATIONS AND LTP4 I' LTP4 v = A x R z c PLUMBING RISER DIAGRAM I DETAIL "C" ,st FLOOR A = 1755 sq/ft - 2nd FLOOR R = 2 RAINFALL - .17 ft Simpson Strong-Tie C = COEFF, = 1.0 NOTES: Floor-to-door Connections LTP4 DETAIL "B" Ridge Stra � V = 1755 X 1 X .166667 = 292.5 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LTP4 g pp g DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Detail T PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 292.5 / 42.25 VERTICAL FT. / FT = 6.92 V.F. ' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections , ,�t FLOOR USE (2) 8 DIA. POOL 4'-0" DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FLODEEP = 8 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OR ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 292.5 / 22.3 VERTICAL FT. / FT = 13.12 „SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE USE (4) 6' DIA. POOL 4' DEEP - 16 U.F. a FEBRUARY 21, 2022 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, - ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 4,t.0. PROJECT NO: NO SUBSTITUTIONS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 3" 3" 4 F.A. VENT POOLS TO BE PLACED ON OPPOSITE SIDE OF 1119-2022 ABOVE GRADE 7 S••: 7 a.,., Al,( framing hardware shown on these plans, IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM C.o. 4•• C.I. PIPE x ,.., A�b..` + ' DRAWN BY: THAT PROVIDES A 'COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 3 ;�`� unless otherwise indicated, is Simpson Strong-Tie, 4 4 4" TO SCWA APPROVED HOUSE AND/OR LEADERS TO BE PIPED TO BDK No substitutions are approved or authorized, TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING SEWERAGE SYSTEM = PP ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2" POOLS (1/2 OF THE ROOF TO DRAIN TO EACHf . CHECKED-BY: Due to the relationships of framing hardware to PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF the other components of the structure, an framing THIS SECTION. vow POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC P y g ROOM 2.• BATH SHLET NUMBER: hardware substitutions will render these plans 2 SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). k oil - R301.1.1 ALTERNATE PROVISIONS null and void, and will result in the installer/contractor ` ` «�' AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING ,� assumingres onsibilit for the design and BA M NT A M NT �, . ��-r q P Y g STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND FLOOR 2 FLOOR ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �"� a �� G 2 performance of the entire system, THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 3•• '3--E�'r WHERE TRAFFIC IS TO BE PRESENT. +~ �A��'."r THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Pip ,,a� NEW YORK STATE. 2` ' PLUMBING RISER DIAGRAM (NTS ) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: of 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) \ � .i 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. ;gym KEEL•DESIGN•ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 77 28'-4Y" 28'-8 10'-8s ' -10%' 10'-8 a 11'-3� -0%6 11'-4" 8 3'—OYIs" 3'-0%s" 4� 3'-4" 3'-0is 31Ys" 3'-�s' 3'-0%s" 21is 3-Ol�c' KEHI,DESIGN ASSOCIATES LIC PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH residential & commercial design . consulting THE 2020 RESIDENTIAL CODE OF NEW YORK STATE P0.Boz 1675 phone: (631�433-9084 NOTE: VERIFY ALL DIMENSIONS To Southold,New York 11971 E-Mail: ssbn654@opfonline,ne1 NewITINSURE FLOORS OF NEW ADDITION 'J�\ ALINE WITH FLOORS IN EXISTING 3 2x 1 O ACQ irder „ • c, r r 2x 10 ACQ rder r r \ Kehl Design Associates,LLC o formerly D A K Associates,LLC y� A — eC OnStNCtlon ��` — OWNERSHIP & USE OF UUGUMEN S: 191 /6• M 7 2x10 ACQ irder 9 2x10 ACQ irder y \ These drawings and specifications including the ALL HEADERS ARE TO BE g P 9 9 �+ c 3 „ ideas, design and arrangements represented / 2 10 Cir(''r (2)1/X 9Y" LVL U JLESS +� ropy ' ti+�� �°Pr OTHERWISE NOTED therein, are the property of KEHL DESIGN „ ASSOCIATES, L.L.C. No part thereof shall be 2 10 Gin �r o copied, disclosed to others or used in connection wit any work or t other which 9 NOTE: VERIFY ALL DIMENSIONS o they hhave been prepared c without twrittenorconsent. © � New 12 INSURE WALLS OF NEW ADDITION y n Deck Construction LINE-UP WITH WALLS IN HOUSE. '- -� 5 REV: o � o77 6" Trex Decking or Equal o NOTE: PROVIDE FIRE BREAKS < Q ¢ Q `? AS PER CD 7 -63/a ¢ -5" 4'-6i" -6 " Ill '-5' o '-6%' 7)/8" M THE 2020 0 N N N N o RESIDENTIAL CODE OF 2x10 ACQ der 2x10 ACQ rder 2x10 ACQ rder 2x10 .ACQ rder NEW YORK STATE a N A r}, A f'Fl N N 7rex Decking or Fqijnl 2x10 ACQ der 2x10 ACQ der 2x10 ACQ rder 2x10 ACQ roar 0 0 N D U New U U O Deck Construction o N y-0• o 0 36'-10" 20'-2" `o o _o 0 l -10" 15-8 10'-0" 3'-0" 11'-2" 4"x321"LVL Support Mull -4" s Q with H-6 Simpson Strap L o¢ 0 0 o ao on Both Sides, Top and Bottom WORK NOTES: N NEW N N N NEW NEW PS61611L PS3361IS 52"x36" )L; 2032 3068L JLI P�_ M (2)1 3/4"x 9 1/2" LVL Header (2)1 3/4"x 9 1/2" LVL Header HUCQ Heavy Concealed Flange 2414 BU 2414 BU Face-Mount Joist Hanger I recommend that this window NOT FOR with SDS Screws en Top and be 42" tall rather than 36" tall. 0 /'� Bottom This would lower the window sill CONSTRUCTION at the back of the sink down to 0 CO l� approx. 41"-5" above the countertop, PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH LL which is the standard height behind THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USE UNLESS N New Basement Walls are to be Studded with 2x4's New (��` \ the kitchen sink. This would be a 3'-O" Insulated with 1 Min. Insulation y d Window equivalenn tonAndersen C235 CERTIFIED BY Recreation Room and Sheetrock with Y2" Sheetrock Recreation Room \ VVVLLLHeight Li ceilings are to be provided with a suspended ceiling ALL HEADERS ARE TO BE PROFESSIONAL Ceiling Height 7'-2" AFF Ceiling Height 7'-2° AFF C (2)1Y4"X 9Y" LVL UNLESS OTHERWISE NOTED 00 ENGINEER 3'-0' o --F NOTE: PROVIDE FIRE BREAKS IT-O' - - - - - - - - LINE OF SOFFIT -- - - - - -- - AS PER 13 qTHE 2020 2468 Soffit Ceiling Height 6'-6 1/2' AFF RESIDENTIAL CODE OF 0 3 IT 3068 _ _ _ _ _ __— — — — — — — — NEW YORK STATE LINE OF SOFFIT m New WASHER DRYER N Recreation Room PROJECT: Ceiling Height 7'-2" AFF VJATE 13'-8' 3'-8%" '- 1'-0" .. New -- Ike F FURNACEcoUtility Room , N -e" N D r� her& Fire Separation S/D S/o 77)/ required as ger cc NewQD NYS Code Bath r1'-$" 6068 Bypass 1290 DUCK POND ROAD H2O In U) �- CUTCHOGUE NY 11935 FUEL TANK N � CI• Tub Du'��T EP _0• Install New Front Door in Existing Opening :DRAWING TITLE: i 3'4" 7'-0' FOUNDATION / BASEMENT FLOOR PLAN / FIRST FLOOR / BASEMENT PLAN DECK PLAN PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH a Scale:4� = 1I-On THE 2020 RESIDENTIAL CODE OF NEW YORK STATE gNOTES: MOTE: VERIFY ALL DIMENSIONS TO THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE FIRST FLOOR PLAN DESIGN PROFESSIONAL WHOSE SEAL IAFFIXED HERETO. INFRINGEMENTS WILL BE NEW WALLS INSURE FLOORS OF NEW ADDITION © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENTT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ALINE WMA FLOORS IN EXISTING HOUSE. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR SCaIe:a�_ � -0" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ALL HEADERS ARE TO BE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. (2)13/,"X 9Y" LVL UNLESS SEAL: DATE: FEBRUARY 21, 2022 ' Bolts x Bolts OTHERWISE NOTED Acceptance of these drawings does not authorize the right to build without the authorization PROJECT NO: (2)2x10 Girder - (2)2x10 Girder of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building tea ::; 'R ` 1119-2022 4x4 ACQ Post 44 ACO Post NOTE: VERIFY ALL DIMENSIONS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such " j" � •- _ �, ' °` • DRAWN BY: INSURE WALLS OF 'JEW ADDITION agencies prior to construction. K 4x4 Post Anchor 4x4 Post Anchor a. p .- = 4x4 ACQ Posts on 8" Sona Tubes on 1"x12" Anchor Bolt 4x4 A6CQ P6Oss8onConcsFootnubss on o g"x12" Anchor Bolt INE-UP NTH WALLS IG1 HOUSE. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE f, i CHECKED BY: 12"x 12"x 8" Conc. Faohngs o 8 Sona Tube C H 9 8 Sona Tube Bottom of Footings to be Min. Bottom of Footings to be Min. •- t, RB NOTE: PROVIDE FIRE BREAKS t' StIEE1 NUMBER: 3'-0" Below Final Grade. -� AS PER 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 a. ; a'4' • S-O" Below Final Grade. _ Conc. Footing Conc. FootingL '— gLOADS 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 _..` < < � -1-4-� THE 2D20 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 / �51 41'-0� RESIDENTIAL CODE OF CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. �. - A101 NEW YORK STATE i'F_ �� Footing A" Footing "B" R301.1.1 ALTERNATE PRDVISIONS "^^"-- 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 DUB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KMDB4GN-MMA"IBS,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)