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•.����F sa�Tyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd 10'UNTMao Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45850 Date: 12/19/2024 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1830 Laurel Ave Southold,NY 11971 Sec/Block/Lot: 56.-1-2.24 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/10/2024 Pursuant to which Building Permit No. 51041 and dated: 08/06/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built" additions and alterations, including windows, one door, covered entry porch, HVAC and finished basement (recreation room only), to existing single family dwelling as applied for. The certificate is issued to: John Batterman, Caryll Batterman Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51041 09/30/2024 PLUMBERS CERTIFICATION: ut on ed Signature ©fsooryo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY - BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51041 Date: 08/06/2024 Permission is hereby granted to: John D Batterman 1830 Laurel Ave Southold, NY 119715211 To: Legalize additions and alterations to an existing single-family dwelling as applied forto include windows, a door, portico and HVAC system. Additional certification may be required. Amended 10/11/24.to include basement egress:Am�`"endedll_12=24to include"as built"fin�ished`basernen Premises Located at: 1830 Laurel Ave, Southold, NY 11971 SCTM#56.4-2.24 Pursuant to application dated 06/10/2024 and approved by the Building Inspector. To expire on 08/06/2026. Contractors: Required Inspections: Fees: AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $540.00 CO-ALTERATION TO DWELLING $100.00 ELECTRIC $200.00 + As_B i AdI 'dition/Alte ar tion $$,0;0- Total $1,710.00 Building Inspector �o4*,oesoulyo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51041 Date: 08/06/2024 Permission is hereby granted to: John D Batterman 1830 Laurel Ave Southold, NY 119715211 To: Legalize additions and alterations to an existing single-family dwelling as applied for to include windows, a door, portico and HVAC system. Additional certification may be requireCXri ended4l0/1--'o 'ito;in clude}{basemen# eeress�. Premises Located at: 1830 Laurel Ave, Southold, NY 11971 SCTM#56.-1-2.24 Pursuant to application dated 06/10/2024 and approved by the Building Inspector. To expire on 02/05/2026. Contractors: Required Inspections: Fees: AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $540.00 CO-ALTERATION TO DWELLING $100.00 ELECTRIC $200.00 Total S840.00 Building Inspector TOWN OF SOUTHOLD �g{yFFQ(,�cOGy �o BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy�o• �ao� 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#: 51041 Date: 3/6/2024 Permission is hereby granted to: Batterman, John 1830 Laurel Ave Southold, MY 119715211 To: Legalize additions and alterations to an existing single-family dwelling as applied for to include windows, a door,portico and HVAC system. Additional certification may be required. At premises located at: 1830 Laurel Ave, Southold SCTM #473659 Sec/Block/Lot# 56.-1-2.24 Pursuant to application dated 6/10/2024 and approved by the Building Inspector. To expire on 2/5/2026. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $540.00 CO-ALTERATION TO DWELLING $100.00 Total: $640.00 Building Inspector pF SO!/T�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 JameshCa�southoldtownny.gov COUNTY BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Batterman Address: 1830 Laural Avenue city:Southold st: New York zip: 11971 Building Permit#: 51041 Section: 56.1 Block: 1 Lot: 2.24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: K. Schage & Son INC. Electrician: Kevin Schrage License No: ME-3507 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water 2 GFCI Recpt 2 Wall Fixtures Smoke Detectors 5 Main Panel A/C Condenser 25amp Single Recpt Recessed Fixtures 16 CO2 Detectors Sub Panel A/C Blower 15amp Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 1 p 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge, 1 dishwasher, 1 micro, Notes: HVAC/ KITCHEN LIGHTING/ FINISHED BASEMENT Inspector Signature: Date: September 30, 2024 1830 laurel ave -- ho�a0FS0//l (Il©q t I f 3o t�uml �e v \ # # TOWN OF SOUTHOLD BUILDING DEPT. o�+�a� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY_INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION, [A ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [- ] RENTAL REMARKS: vAC ✓l i^cs eol 6&5Qvvtajj- DATE o2 INSPECTORAM soulyolo cj��D 0�5 v J W'k�,L c 5 wC .* " TOWN OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: CA `l"6 DATE INSPECTOR L041W OF SOUT� y �� �j ��a 4aur,� l * TOWN -OF SO HOLD BUILDI 43SEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: �1�-C 2V1 8 erne V C Cotdesa PS n c2!5 Gjw(10 rti[a.x 6F cer' DATE I INSPECTOR �I 01 AOOE SOUlyo6 # # TOWN' OF'SOUTHOLD BUILDING DEPT. `00 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ]: FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4opyr, mra% t in, } 4-seN� �'1, GZ12PG�. GXAotw, 0-442o J, 4"on gem" 1 n rocs "55 Use Or ca;kAl dtpk ar2 o 12:po-{in Copt,p It 'Abu.lo'hal ry Il ow v P. m s c on i 5 Up tl G40tAple bOYL o-p ons. DA E INSPECTOR 51 V OE SOOTyo� --- - I # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION' [ ] FOUNDATION 1ST/ REBAR [ ] 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: 6412te,.6ans 1A ads . ,� ✓i s 2 c 7 DATE INSPECTOR OF SOUTyO� TOWN OF"SOUTHOLD BUILDING DEPT. 631-765-1802 :iQ q INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. FOUNDATION 2ND [ ]- I LATION/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: DATE INSPECTO N. J. MAZZAFERRO., P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer December 15,2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Winkler _`' 1830 Laurel Ave L., - Southold,N.Y. 11971 °- DEC 1 6 2024 District-1000 Section-56.Block-1 Lot-2.024 Building Permit Number—51041 Inspection—Front Porch—As Built On 12/15/24,I inspected the construction at the noted location. The inspection covered the foundation and framing for the"as-built"front porch. The inspection results are: Items verified included foundation depth, size and reinforcement. Items verified included lumber size,dimensional spacing,framing connections,bearing, continuity strapping and integration with the concrete foundation. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment,construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J. Mazzaferro,P.E. F Nr Y M 0 . O w to O Ho 0 AROFfSS10NP�"� I N. J. MAZZAFERROd, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer December 15,2024 Design, Construction, Inspection Page 1 of I Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Winkler 1830 Laurel Ave Southold,N.Y. 11971 DEC 1 2024 District-1000 Section-56.Block-1 Lot-2.024 - Building Permit Number—51041 Inspection—Basement Finishing—As,Built On 12/15/24,1 inspected the construction at the noted location. The inspection covered the finishing and egress window for the"as-built"basement renovation. The inspection results are: Items verified included the framing for the egress window and interior finishing. The lumber size, dimensional spacing; framing connections,bearing, and integration with the concrete foundation were confirmed. Items verified also included the insulation for the interior basement walls and,ceiling. Walls—Insulation provided rated as R-10. Ceiling—Insulation provided rated as R-3 0. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment,construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. F. NEW Nicholas J. Mazzaferro,P.E. 0 1A I M NIB 4 i Cl 1 t•jf �Ilk c3 FIELD INSPECTION REPORT DATIs COMMENTS FOUNDATION (IST) --------------------------------------- - FOUNDATION (2ND) cn ROUGH FRAMING& PLUMBING INSULATION PER N. Y. STATE ENERGY CODE -j-/) be 77A lk� A/avo_a Sa Qlh�e�er "llud d '�ke, FINAL &uw ADDITIONAL COMMEN;[S,OVA c_ 0 • Q P� z Z m ------------------- r BOA Q--rv-.,o ce, Al vVil OFfD(K�oGy1 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y: z ' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ayol 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. 5 o L4 1 Building Inspector: LAPSUN 2024 . Applications and forms must be fi16&Out in their entirety Incomplete ®epar},ment 4�� Building utBnoid applications will riot be accepted,;Where the Applicant is not the owner,an Town of so Owner's Authorization form(Page 2)shall be completed ; Date:06/05/24 OWNERS)OF PROPERTY - - Name:Carvil Batterman sCTM#1000-64& Project Address:1830 LaurelAVe Phone#: Email: Mailing Address: CON PERS TACT ON r Name:Mark Winkler Mailing Address:11 Conant Rd Phone#: Email: 203-313-0213 mgwinkler4@gmail„ ...�.„ v -._._.._. DESIGN PROFESSIONA4INFORMATION � . Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: r , Name:Burt's Reliable Mailing Address:1515 You ng'SuAve Phone#:631-602-3124 _ Email: DESCRIPTION OF'PROPOSED CONSTRUCTION f i ❑New Structure. ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 90therAdding central AC $16500 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No T c � lo-1 t td kv y A ee.+ -f m-M+ O.,) 01V0 4 4 Co44-v wec` ,.I, PRPE OR TY,INFORMATION r n # Existing use of property:Residential ,__.. M.a Intended use ofproperty:Re$Identlal,_„�„, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes BNo IF YES, PROVIDE A COPY. a_ fessional is responsible for all tlramage and storm water issues as provided by i 17 Check Box Afters Reading The owner/contractor/design pro y.Chapter 236 of the Town Code`APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the euilding,tone Oramance of the Town of Southold,Suffoik,County,New York and other a' Oh Aie Laws,Ordinances or Regulatioes#or the construction of buildings, additions;alteraUons`orfor removal or demolition as herein;described The applicant agrees.to comply with all applicable laws,ordinances,do.,u,sinhg bcoed,as a Gass`A mi , d buil_ ing code,' e andreguiationsandtoadmit,authorize inspecomd;16 building(s).for necessary inspecions.Falsestatements madda herein ar,e ' Punisal rsuademeanor nttoSection2104Soft6 NewYorkStatePenal Law: Application Submitted By(print name):M a rk Winkler @Authorized Agent []Owner Signature of Applicant: Date: 06/06/24 STATE OF KPN-yeft) SS: 1,2,cd�.1� COUNTY OF��' t'If'f l L-P. Mark_Winkler being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 6 day of J u n e .2024 Notary blic ota PROPERTY OWNER-AUTHORIZATION KR N E PAP Notary Public (Where the applicant is not the owner) Connecticut My Commission Expires Dec 31, 2026 Caryll Batterman residing at 1830 Laurel Ave C�a, AN9�_ do hereby authorize Mark Winkler to apply on my behalf to the Town of Southold Building Department for approval as described herein. 06/05/24 Owner's Signature Date Caryll Batterman Print Owner's Name 2 C� Osu¢j:pj�.CO BUILDING DEPARTMENT-Electrical Inspector O G TOWN OF SOUTHOLD y .y Town Hall Annex- 54375 Main Road - PO Box 1179 o . Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(aD-southoldtownny.dov—seand@southoldtownny.g v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/8/24 Company Name: K. Schrage & Son Inc Electrician's Name: Kevin Schrage License No.: 3507-ME Elec. email:kgschrage@optonline.net Elec. Phone No: 516-729-8456 1 request an email copy of Certificate of Compliance Elec. Address.: 10 Normandie La. East Moriches NY 11940 JOB SITE INFORMATION (All Information Required) Name: Mark Winkler Address: 1830 Laurel Ave Cross Street: Pond Lane Phone No.: Bldg.Permit 01h email: Tax Map District: 1000 Section:056.00 Block: 01.00 Lot:002.024 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Pie ire.and instal 4 terconneded line voltaoe smoke detectors end 3 smokg/ combo units.V1fre 2{fVC wmpressors[an iassocaa- ai' andlets-4 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 El 1 2 H Frame Pole Work done,on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION l�� C r BUILDING DEPARTMENT-Electrical Inspector • TOWN OF SOUTHOLD '` Town Hall Annex- 54375 Main Road - PO Box 1179 y x �' o • Southold, New York 11971-0959 y�0 aor fy Telephone (631) 765-1802 - FAX (631) 765-9502 , jamesh(cD-southoldtownny.gov •- sea nd(ci)-southoldtownny.gov t APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/8/24„ Company Name: K. Schrage & Son Inc Electrician's Name: Kevin Schrage License No.: 3507-ME Elec. email:kgschrage@optonline.net Elec. Phone No: 516-729-8456 01 request an email copy of Certificate of Compliance Elec. Address.: 10 Normandie La. East Moriches NY 11940 JOB SITE INFORMATION (All Information Required) Name: Mark Winkler "Jo ka 6,- -fl-e r met , Address: 1830 Laurel Ave 0UAN0 Uk it T Cross Street: Pond Lane Phone No.: Bldg.Permit#: Och email: Tax Map District: 1000 Section:056.00 t0 Block: 01.00 Lot:002.j�24 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Ple R�r 1NYr�msts!'4 mteicannected Une voltage§�ndke detec�ots+and 3 smoke7C0 combo_iinds W 2 AtG compressors antl assodat� ndteis•~- �le� Square Footage: q 9 Circle All hat Apply: Is job ready for inspection?: YES�✓ NO 0 Rough In Final Do you need a Temp Certificate?: YES FV-] NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter* nNew ServiceQFire ReconnectOFlood ReconnectOService Reconnect EjUnderg round ElOverhead #Underground Laterals 1 2 H Frame n Pole Work done on Service? n Y nN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches ' Outlets G F I's Surface Sconces H H's' {{� UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis ,t Water Bond Lights , Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC A Hood Blower Service Amps Have Used .Sub Amps Have Used Comments C6wle Gr PCtA A� 07109/2024® CERTIFICATE OF LIABILITY INSURANCE DATE /YYYY) 12024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA,LLC. NAME: Max Gomes 1166 Avenue of the Americas PHC N o Ell: 347-328-3107 ac No): New York,NY 10036 E-MAIL Attn:NewYork.certs@Marsh.com ADDRESS: max.gomes@marsh.com INSURER(S)AFFORDING COVERAGE NAIC# CN101414839-PETRO-ACORD-23- INSURERA: National Union Fire Ins Co Pittsburgh PA 19445 INSURED INSURER B: AIU Insurance Co 19399 Hardy Plumbing&HVAC 1654 County Rd.39 INSURER C: N/A NIA Southampton,NY 11968 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: NYC-011985537-01 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY GL7032451 10/01/2023 10/0112024 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X�OCCUR PREMISES (E.occurrence) cccuence) $ 500,000 X XCU MED EXP(Any one person) $ 10,000 X Contractual PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 5,000,000 X POLICY ]JECOT LOC PRODUCTS-COMP/OPAGG $ 2,000,600 OTHER: SIR $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WC016440041(CT,DE,MA,MD,MI,NH, 10/01/2023 10/01/2024 X STATUTE UTE EERH AND EMPLOYERS'LIABILITY Y I N ANYPROPRIETOR/PARTNER/EXECUTIVE NJ,NY,PA,RI;VA,WV) E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N❑ NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000;000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF.O T1601 I Eio D dditional Remarks Schedule,may be attached if more space is required) J U L 2 2424 CERTIFICATE HOLDER ' CANCELLATION 1JT 0a Mark Winkler SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1830 Laurel Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA LLC @ 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD AC/'] ® DATE 9/2024/YYYY) ,`.�y/7�0 CERTIFICATE'OF LIABILITY INSURANCE o7ios,zoza THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MARSH USA,LLC. NAME:CT Max Gomes 1166 Avenue of the Americas E , 347-328-3107 FAXArc.PHONE No): New York,NY 10036 E-MAIL Attn:NewYork.certs@Marsh.com ADDRESS: max.gomes@marsh.com INSURERS AFFORDING COVERAGE NAIC# CN101414839-PETRO-ACORD-23- INSURER A: National Union Fire Ins Co Pittsburgh PA 19445 INSURED INSURER B: AIU Insurance Co 19399 Hardy Plumbing&HVAC 1654 County Rd.39 INSURER C: N/A N/A Southampton,NY 11968 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: NYC-011985537-01 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUER POLICPOLICY NUMBER MM/DDY EFF POLICY MM/DD EXP LIMITS A X COMMERCIAL GENERAL LIABILITY GL7032451 10/01/2023 10/01/2024 EACH OCCURRENCE $ 1,000,000 X�OCCUR DAMAGE TO RENTED FIR ES Ea occurrence $ 500,000 X XCU MED EXP(Any one person) $ 10,000 X Contractual PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 5,000,000 X POLICY F PECOT- LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: SIR $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB Id CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WC 016440041(CT,DE,MA,MD,MI,NH, 10/01/2023 10/01/2024 X STA UTE ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N NJ,NY,PA,RI,VA,WV) E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? �N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF�O TI / I O dditional Remarks Schedule,may be attached if more space is required) ' D J U L 2 2 2024 CERTIFICATE HOLDE DEPT -� CANCELLATION TOW LN .) Mark Winkler SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1830 Laurel Ave- j THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA LLC @ 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Road APPROVED AS NOTED DATE:5= B.P.# SIOLfI FEE �D �'� BY COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT REQUIRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE SMU1NOlDTMWNBBA FOLLOWING INSPECTIONS: SOUL UTWVNUNINGBOAM FOUNDATION-TWO REQUIRED S4UTHOLDTMWNTRUS m FOR POURED CONCRETE N.UDEC ROUGH-FRAMING&PLUMBING SQUTHMIDHPG INSULATION FINAL-CONSTRUCTION MUST SCHD BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. PLUS 81NG ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING Additional Certification May Be Required. Description of proposed construction to 1830 Laurel Ave • Replace existing roof(building department confirmed no permit required) • Replace existing siding(building department confirmed no permit required) • Direct replacement of existing decking&railing on back deck o No change to existing footprint o Trex composite decking o Deckorators Grab and Go Composite Rail Kit • Direct replacement of five(5)windows due to glass damage o No change to framing or structure o Andersen 33-5/8 in.x 48-7/8 in o 400 Series White Clad Wood Tilt-Wash Double-Hung Window with Low-E Glass, Pine Int &Stone Hdw o Andersen 400 series windows product performance attached • Direct replacement of Front door o No change to framing or structure o Pella 150 Series 72-in x 80-in x 4-9/16-in Jamb Low-e Blinds Between The Glass White Vinyl Sliding Right-Hand Sliding Double Patio Door o Pella energy guide specifications attached • Direct replacement of sliding door to back deck 0 • Replace carpet with 2.25"x.75" hardwood flooring(building department confirmed no permit required) o No change to structure or floor plan • Bathrooms—General Renovation o Replace existing bathroom vanities&toilets in all three(3) bathrooms o Replace floor tile in all three(3) bathrooms o Replace tub in 2nd floor guest bathroom, no change to structure 0 Replace wall tile in both 2nd floor bathrooms, no change to structure o All plumbing to-be performed by licensed plumber Conor Rowan M-license MP-67788 • Add Central AC o Work to be performed by Hardy Heating&Air Conditioning(Southampton, NY) o 2 air handlers (see specifications attached) o 2 condensers(see specifications attached) o Proposed location of condensers shown on property survey o Proof of insurance will be provided separately o All electrical work to be performed by K Schrage&Son Inc • License 3507-ME . Request for electrical inspector attached. • Kitchen Renovation o Replace existing kitchen cabinets&sink o Cabinet layout plan attached o No change to structure or location of outlets o Add recessed lighting to kitchen ceiling o All electrical work to be performed by K Schrage&Son Inc License 3507-ME Request for electrical inspector attached • Front Portico o Add portico to front of house o General plan&layout attached • Basement o Add framing&recessed lighting to basement o Layout plan attached o All electrical work to be performed by K Schrage&Son Inc . License 3507-ME . Request for electrical inspector attached T 1 0 29 LONG ISLAND LIGHTING COMPANY ELECTRIC T`NSION LINES 26g.90 — C 1 _ N•�5 1 0 O t 1 N o v { u, o pTeo t P 1 A — —=P�'�T �O• -- —IBI� — L — N \ O Gz \\� z:.• g. fT► "T° N �J D 1 4 fP i 11 VE�pYt P 1s PROPS t1 A•t 4� POND v1 C,C)*1Cjen& L_- Cos+ S cje 1 c7� C�a} e 1 SURVEY FOR SUFFM COUNTY DEMT"TOFN HSERUiCES MOHRING ENTERPRISES, INC. MAR 9, 1993 ___ NGLWILY � LOT NO. 30, "LONG POND ESTATES,SECTION TWO" FEB..12; i993 92 DATEIAY 10 1993 HS.REF.NO. 9.0 AT ARSHAMOMAQUE DATE. JAN 31, 1992 The sewage disposal and water Supply facilities for BTis TOWN OF SOUTHOLD SCALE I"= 50' location have been inspected by this Deparimentand/or SUFFOLK COUNTY, NEW YORK No 92- 0093 other _and to tD sabsf N UNAUTHORIZED ALTERATION OR ADDITION TO THIS //.��L���e^_.W .a,,." ,1�t_�- SUIIveY e A vla AnoN a sEcT10H T=OG OF THE VI/IDf T Nmtf of Wastewater RWn a C IES it THIATES EDUCATION TION LAW 1 agemerrt SCOPIE$ 'S THIS SURVEY NOT SCARING STHEEA LAND NE NOT 99 OIYS INN[0 SEAL ON EMBOSSED SEAL!HALL NOT R CONSIDERED TO SE A VALID TRUE UN ON 1 Y GUARANTEES INDICATED HEREON SHALL RUN ONLY 1O ` HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT' THE PERSON FOR WHOM THE SURVEY IS PREPAREDW. AMC ON HIS KNALF TO THE TITLE COMPANY,GOVERN- CST W SIAIM YI_ MlOURCC OI WATlR MIVLT[_►UBLIC_ MENTAL AGENCY AND LENDING INSTITUTIOH LISTED y Z *' R SVf CO TAIL W!OIST _SCC TIdI rI'$_EIACR_1_LOT 224 NGEO1,AMO TO THE USION[[!OF MC L[NOINB lr, ►TNERE (IRE MD DWELLMMIs MI THIN 100 FEET OF THIS PROPERTY WSTITUTION GUARANTEES AMC NOT TRANSFERABLE OTHER THAN THOSE SHOWN MERLON TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT R. R TIIE(EATER SUPPLY AID SENA"DISPOSAL SVjTEA FDA THIS RESIDENCE OWNCRS WILL CoMFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DCPMTMCNT NDISTANCE$ SHOWN HEREON FROM PROPERTY LINES _ Of HEALTH BDIVICEB TO EXISTING STRUCTUNES AMC FOR AS►ECIFIC APPLICANT- PURPOSE AND ARE NOT TO BE USED TO ESTABLISH 'Qa67" Mohring Entexprises, Inc. PROPERTY LINES OR FOR THE ERECTION OF FENCES AOOREBs 323 Glen Cove Avenue ZA�N Pa .lift, NY 11579 '1L 516 671-0481 YOUNG & YOUNG 4RIVE00 RHEAD,NEW YOR E NOTES •(STAKE FOUND ALDEN W.YOUNG,PROFESSIONAL ENGINEER ('g� SUB DIVISIONMAP FILED NOV9 O990AS FTHE CLERK OF •T^ `>ry SUFFOLK COUNTY ON OV 29,1990 AS FILE NO.903t. AND LAND SURVEYOR N Y.S LICENSE NO 12645fill, 14 HOWARD W.YOUNG, LAND SURVEYOR T ._fit Y •TTe[axrDMSIE�LtSq,$vncTRr(MAa.»roafrolnaWNM[ReaE N.Y.S.LICENSE N015e93 {},�' o ASt CS14�am ovimmu Ms ASS$OR YTB OBTANIM PRIM OTHERS hit.W A NS JW!6 1 Mf i BRAS"A SO "W_ I ..a �� Mjr ,tA j*b v flip _ .. . . . . . . ! �G.o ov pt ♦.1M i7irs.'TK��r'A1 r OOtlKS KA k4 Mt t mal 't i •, 0. _159" 30"—i�--15 F 63"- 15"--__ „ f 2 M243�I^ W3039 BUTT j W3039 BUTT W1539 N IIVBB15O DISHW24. DB18 DB33 I e ! ! ! ` In 1 M ` N -._ y — �_-- � 1 laz `single CV N m Isusantrash 11 i ! O W! installer to add _ _38 skin and then i t M N Z deco door ; 1 roll M out tray \ N _ 2 drawer for ' j M if—I pots and pans D833 B33 FWT BUTT a FP9634 �123 33 33 9 —i "— -� " I li i ,e ,y n j /--3421 Y _ 1 roll KITCHEN CATALOG 1 — n o f _ out tray SHENANDOAH BRECKENRIDGE �� _; ----- LINEN (WHITE)FULL OVERLAY 3093 AS BUTT 4 1WRNTL SOFT CLOSE DOORS AND DRAWERS t r- nj 19 ;!!' STANDARD CONSTRUCTION NX 24 DP BUTTISLAND W15SHENANDOAH BRECKENRIDGE PAINTED STONE(MEDIUM GRAY) , FULL OVERLAY s I SOFT CLOSE DOORS AND DRAWERS STANDARD CONSTRUCTION — 34 I i ,!�I I •' l ! 'r `{ ! 19" ✓ 70" I NO QTR ROUND 2 PC CROWN TO CEILING 30' ,1-15"f5,�' All dimensions-size Jcsignations —�— This is an original design and trust Designed:W5/2tt21 given err subject to verification on not tv released or copied unless printed:6110/262.1 lob sits anti adjustment to fit job 0 applicable lec has been paid or job �—- _. conditions. order placed. i rs2 spence NYinkler layout All Drawing�. 1 \o Scale 7/6/24,4:19 PM Gmail-(no subject) s Specifications l� 3 Ton. Residentia lt Fan Coil mulflipoi0se Voltage 208-230 VAC Phase Single Cycle/Hertz 60 Hz Maximum Overcurrent 15 Protection (MOCP) https://mail.google.com/mail/u/0/?ik=4707086763&view=pt&search=all&permthid=th read-a:r1099770877058559998,simpl=msg-a:r466335286602779... 3/10 7/6/24,4:19 PM Gmail-(do subject) ECM Blower (Electronically Motor Type Commutated Motor) ION EPORT INC' On,n.E-CT SPECIFICAT Horne Products Warranty AhrienU https://mail.google.com/mail/u/O/?ik=4707086763&view=pt&search=all&permthid=th read-a:rl O9977087705855999&sim pl=msg-a:r466335286602779... 4/10 7/6/24,4:19 PM 4 Gmail-(no subject) 8:32 4 9 I` IN Specif ications 2. 5 Ton „ Residential Fan C01,61 Multiepoise Voltage 208=230 VAC Phase Single Cycle/Hertz 60 Hz Maximum Overcurrent 15 Protection (MOCP) https://mail.google.com/mail/u/0/?ik=4707086763&view=pt&search=all&permthid=th read-a:r109977087705855999&simpl=msg-a:r466335286602779... 5/10 7/6/24,4:19 PM Gmail-(nb subject) ECM Blower (Electronically Motor Type Commutated Motor) ORT INCORRECT, SPECIFI., REP — CATION Rana Products Warranty A ri Mane https://mail.google.com/mailVu/O/?ik=4707086763&view=pt&search=all&permthid=th read-a:rl 09977087705855999&simpl=msg-a:r466335286602779... 6/10 7/6/24,4:19 PM Gmail-(no subject) • / 4 9 Specif ications 2. 5 Ton Up to 16 SEER2 Air Conditioner Cooling Capacity 30000 Voltage 208m230 VAC Phase Single Cycle/Hertz 60 Hz Full Load Amps 0.75 https://mail.google.com/maiVu/O/?ik=4707086763&view=pt&search=all&permthid=th read-a:rl 09977087705855999&simpl=msg-a:r466335286602779... 7/10 7/6/24,4:19 PM Gmail-(no subject) Maximum Overcurrent 25 Protection (MOCP) RE �R, EPORTJNCORRECT S, CIFICATIONJ' GOMM `Home Products Warranty Ahri Menu https://mail.google.com/maiVu/O/?ik=4707086763&view=pt&search=a II&permthid=th read-a:rl 09977087705855999&simpl=msg-a:r466335286602779... 8/10 7/6/24,4:19 PM Gmail-(no subject) Specif ications 3 Ton Up to 15 SEER2 Air d'D C o nti o n e r Cooling Capacity 36000 Voltage 208=230 VAC Phase Single Cycle/Hertz 60 Hz Full Load Amps 1005 https://mail.google.com/maiVu/0/?ik=4707086763&view=pt&search=all&permthid=th read-a:r109977087705855999&simpi=msg-a:r466335286602779... 9/10 7/6/24,4:19 PM Gmail-(no subject) Maximum Overcurrent Protection 25 (Mocp). 'N REPORT "I CORRECT SPECIFICATION MOM quam Home Products Warranty Ahri Menu https://mail.google.com/maiVu/O/?ik=4707086763&view=pt&search=all&permthid=th read-a:rl 09977087705855999&simpl=msg-a:r46633528660277... 10/10 �' • taw-�r fir- 1L�ia,�!_ ., .• �.. ) ti - v� of I, b,t —��� ,1' .t,-'1 . _ �. 4v •.. � `�'' -�. •� � �d_ � •5< �� ! t-- - Z::qa - tz .G ���! I f�h-`.~�-c'' C-)t'ldl 1�) �I,i 1 �.Vyu•Ir' lµ � ts1,r i✓ 1 � � h�E_:w'I-f � tt•T'+�H•��:�tc> 'd{ - - � { i rLlO Tlt A, �. I !- �' 3+,. !tw•, (fit`) t � --. .- . -' I j �� i IT a 4 yl R16W ( it ! i I � IN �Ct � �'� l ,.-Jf.C:FNt�• _ - -�djlrfWtBRP?'1 !j_ � i 1 ,�1 9u�1 81 r j �1`rcHr.aw�Ytt"oY�rl nx:I9lr+a;l a F • 1 iI 1 � I(tlt.nc' `•, / -y�- ,C?`.E�^i .1 �, t i t I 1 H I il�y��''!Cr(xLfkAtICL@.• ��'�i." - - «�i t• at 111Ea 7t'Ps+Ctty il. �f ( 1 �-'-�'•i f ' I '- - -- - - ! —• EIT ^T S - - .n t jij . tires ('C• 'r�4n '(� t 'i+�' i'} Gur11o�.Tlot me I•IT ��Jtirl—^ �•� =cn !. ' �� _ •.. .. ,1�... •` \ ♦ `YET:.P(,,I•\ /•. ' � '« "'��{;ITj}_.�I(r.Tn titiSiGil�•'�'7X;e "��. r -DOOR - Cs Oe Did you know that the SYSTEM Components work together to reduce air and water infiltration ! e The MSystem is a radical departure from door components offered by most distributors. From extensive product testing and experience with door components.MMI has discovered what it takes to offer the best door components currently available.With The MSystem,you get components designed and constructed to work together. at 1 ' The System & Components {7 ' Frame ll } a High Dam Sill Dams barrier positive a provide P P }- 1q` th to wind driven air and water. }r. a j ,� Threshold Cap(Composite)Alt Narrow threshold caps allow better k �+ ' weatherstrip positioning outside of the dam,creating abetter seal. ® Door Bottom Design Fin Seals provide more contact 4 • ti r . withthe threshold and hold up better ( a °'" � against air pressure,wear and tear. z;- a) e Weatherstrip(Compression) Patio Doors& Tarr One piece mulls Only Msystem offers the resilience, Double Doors , h. feature superior strength, i P g � durability and consistent compression % a perfect fit and no for lasting performance. S E additional finishing 25 Corner Pad(Continuous Seal) 25 years when upgrading to composite or ,•` "� Continuous head with There is a gap in every door due to the FrameSaver Frames for our MSystem25 . i,. ,�� �•• noninvasive routing thickness of the hinge.Corner pads warranty.This extends the warranty of prehung provide exceptional }, prevent air and water from infiltrating unit,without extending door component or door strength this gap. lite component warranty. Continuous sills — Mulled Systems The Energy Star@ Program We build the components of our identifies MMI DOOR as a partner give added strength �- k� -_ , p a beneath the mull with continuous sill systems to work that builds energy efficient products the continuous seal together with the highest precision. per their guidelines.This reduces along the door unit the use of fossil fuels and lowers emissions of Flip Lever Astragal harmful greenhouse gases into our environment. �V Our mull systems The ultimate protection from water and weather damage plus the best P Energy include inactive seats � g P MMI DOOR is proud to be Ener Star Partner®. engineered for perfect security by simply flipping a handle. panel placement MMi DOOR LOCATIONS Michigan(HQ) Ohio Pennsylvania 6361 Sterling Drive North 400 Circle Freeway Drive 172 Plummer Road Sterling Heights,M'l 48312 Cincinnati,OH 45246 Sidman.PA 159SS 586.264.0950 513.874.6771 814.487.7800 800.686.9218 800.215.3770 800.452.0251 Fax:586.264.5430 Fax:513.870.0242 Fax:814.487.7850 (9 AJANDERSEW 400 SERIES PRODUCT PERFORMANCE WINDOWS & DOORS Anderson!NFRC Certified Total Unit Performance For current perfonnance information,please visit andersenwindows.com. jYtdetaetf product Hl"kmrance..Dual-bane G P U-N- SHqv Vr. High-Performance Dual-Pane waskw U-Faqw f SHW I VP 032 VifthatnGrilles 0.27 034 040 Mout Grilles 0,29 ..............Simulated[)Mda�a�Wpqo� 29 ......9. ................................ 0 3C� 0.29 0.49, ............. 53 Full Divided UgltGdUes 0.28Grilles 0.31 0.53 Full Divided Light Grilles 0.29 0.49 Without GdOas D25 031 0.53 Without Was 022 0.34 0.58 ------ 4 i Simulated Divided LW 0.25 0.28 0.Ai -�:1,-, _ a. 4 AIOO SWIG 4 �.2 0.52 4 . - I! _R. ... ___�41 ., __L_ - Awft Full Divided Uffit Griffes 0.25 . 031 0.52 Full Divided Uot Grilles 0.26 0.28 0.48 03or 0.21 033 Without 061183 0.29 0.20 WhIrr outGrIfles -.0.27 SimulatedDividedUghtGrIlles 027 0.19 0.30 Simulated Divided U0 GrSII�. 0.29 0.18 0;27 % Fin am 030 0.18 _.0.27 0.19 0.30 ell;�t q �7 j Full Divided LiotGMN 030 0.18 0.27 FuDDMdedU tGrilles .29 0.19 030 ....... 0.23 0,54 0.26 1 .49 ......... 0.28 0.2 WfthoutGdlles -LO.. 0.44 ad U Grilles 0.26 0.21 048 Ag , 0.48 IFIneW Grilles 0.26 021 .20 RnoW Grilles ... ...A4 0.29 0.20 0.44, Full Divided Ught Giffles 0.28, 0.21 0,48 Full DMded.Ught Was vftoutGdow 0.29 0.21 0.47 ........... 0.47 -22 0.19 0.43 all: 25 O-A MOM 20 0.4 war. 0.24 Full Divided Ught Grilles .0.26 0.19 10 0.20 0.47 Full Divided UghtGrIfles x, 043 030 0.52 ...111OUt GFMOS 0 Mout Grilles 0.30 0.28047 Simulated Divided W GrIffm 010 0.27 EY 0.46 F[mU&r Gilles 031 0.25 0.42 40 Rdl Divided VtGdges 031 0.42 Full Divided LIVGdffes 031 0.27 0.- Without GrMes 0.26 030 0.51 WithoutGOes 027 0.27 OAS;2,;'�,,�-, .�f ShmdortedDiddedUffitGriffm 0,26 - td as FineflAitGrIlles 0,27 0.27 0.45 d9co. `0�2 0.25 .0.41 r 7 0.27 0.45 �400, Rd Divided U61t Was 0.28 0.25 0.41, Divided Uet Grilles .2i WfthotitGdhs 030 0.19 0.28, 0.17 0.26 jD4b`b'4(=Without Grilles 0.30' cus"" 0.16 -0.23 Simulated DIvIded Grilles 030 0.17 0.25 0.16 023 FAA DMd!d Lie Gdges 031 Full 0.47 Without Grilles 030 D.18 0.42 �6 i.- 2�4 Divided Uffit Gfillas 0.29 0.19 0.42 Z;j Simulated Divided 0 0. 38 L I- I.--.,--�----...-...--.-....-----..-.-. 19 .42. __FlneWGdles 030 .......... -- ---------- Full DMd;:Li"Grilles 030,. 0.19 O-W ry Full Divided Light 0.17 OM Grilles 0;26 0.20 0.46 WtthoutGdles M26 0.18 0.41 ------ SftnuftftedD1v1dodLI0tGdI1os; 0.26 0.18 0.41 t .0.26 -'I E OAL tG 0.26 0.17 0.37 6, D.18 d1w ...........--------- ttGTHles 0.27 0.18 0.41 Full Divided UL Fin Divided Ugbt Grilles 0.28 0.17 037 Whbout Gdles 0.17 0.32 0_551 WhhoutGdks 0.53 ....... ---------0.29 0.31 SIBrulatadMedUght(ldges; -IX29 0.29 0.48 LY i §!T.41 q_qpM!. 49 "_;,T s -49 ribi f2i _0.27 0.48 ad Ught Grilles 0.28, 0.29 0.49 Full DMded Ulht Galles 029 0.29 0 WMaut GfIes -,0.26 0.30 0.62 4,_ whhoutGriffes 023 0.31 D;54 Simulated Divided as 0.28_____0.48 Simulated Divided Li&t Was .026 0.28 .0.47, __.023, t, Fin 0.23 0.28 0.48 0,26 0.28 0.47 Full Divided Holt On -i.27 Full Divided Llot Grilles 0.28 0.48 40084 Mout Grilles 0.27 50 OR ;6" Without Griffers 0,29 0.19 0.29 "1" A ............... ............................. 0.2T '0.27 0.18 017 Shuhated Divided Light Grilles 0.27. 0.18 027 Fineliffit GMes 0.1a t Grilles 030 Flneggi 0.18 .017 ------------------ Rdl DlwWed W Gdks UO 0.18 0.27 N DIv1dedU MOSS whboutGdfles 0.26 0.21 0.50 WMout Was 0.28 0.21 0.48 ...... 0.28 0.19 0.43 Simulated Divided Grilles Simulated Divided U rWm 0.26 0.19 0.44 Ftnejtt ------------ 0.43 ".2 0.19 0.44 0.29 0.19 DNWedLIgfttGrfflss; 0.28 0.19 0.44 tj' 0129 ti- __- Full wilnout k2afles 0.22 0.21 M48 withoutunflas 025 0.20 0.47 • y$!Gdlfe� 0-22 .1W S 25 0.19 _Simularled Divided j � 15 DMdedU&GdBas 0.25' 0.19 .0.43, 0.19 M42 0.19 0.43 Full FL41 Divided Light Griftes 0.26 042 WbhoutGdHes 027 033 0.57 .......... Simulated Divided U .•22 51_ 0.27-- 030 0. Fog DNldad Light Gdl!eR 0.29 030 0.51 Witho.ut..W......a.s.._.. 23 033 0.50 hapartent Idargdon on KFRC Cabled TOW Urdt Pedannonce: q!0h!R" 0.50 .............. -'Low-E4*,"Low-E4*SrnartSufq"Low-E,r Sun'and"HeatLock'"are Anderson trademarksfor'Low-Oglass. J� ruR Divided Light GdUw 025 029 0.50 1)U-Factor defines the amount of beat loss through the total unit bn M/hf-ft�*E The lower the value,the out More �0.2& 0.20 032 lass beat is lost through the entire product.Window values represent non-tempered glass.Use of tampered ...... t CLI 18 glass can Increase U-Factor ratings.See andersenwindows.com/nfyc for specific performance values.Door JR!�140L 0,29 values reprosenttempared glass,2)Solar Heat Gain Coefficient(SHGC)deftesthe fraction of solar radiation do fteffOrtGriffm 028 0.18 019 admitted through the glass directly transmitted,as well as absorbed and subsequently released Inward.The WU DMded Ugrc GrUles ..0291_018 lowerthe value,the less heat Is transmitted through the product 3)Visible Transmittance(%M measures how .22 0.52 Without GrIlles; 0.27 0 Simulated d 0.20 OAS much light comes through a product(glass and frame).The higher the value,from 0 to 1,the more daylight the ,";L_ product lots In over the product's total unit area.Visible UghtTransmittance Is measured over the 380 to 760 narrometer portion of the solar spectrum. t Groles 0.27 0.20 0.46 -NFRCreVngs are based onmadellingby athird-partyagBncy as validated byan Independenttestfab In Fun Divided iijjii6�s 028 020 0.46 2 22 compliance with NFRC program and procedural requirements. -7bls data Is accurate as of May 2021.Duo to ongoing product changes,updated test results,or flow Indus" MWed -------- %9! iw!is q OM OM 0.20 0;45 options,glass with lz ecftd by NFRC fortoollng standards or requirements,this data may changeover time.Ratings are for s creep and certification.Ratings may vary depending on use of tampered glass,different gdue Full Divided Light Orgies capillary breather tubes for high attitudes,etc. 2021-22 400 Series Product Guide ' r ANDERSEN- 4OO SERIES PRODUCT PERFORMANCE WINDOWS a, DOORS Andersen"NPRC Certified Total Unit Performance (confted) rorcanent performance Information,please visit andersenwlndows.com. Refer to notes on page 1 for Important Mnrelathn aD pesfani anee data. ADdaaerr'Pradaet „. HpwormanceDualFane Glass 7gpe I U{actnr!�. S}tG(7 I ,179 pntlpRatt'Ftadast r_High-ppRonaance.Dual Rage Glassbpe;:Uf Yi9 WahoulGdOes 0:30 0.31 _ 053 I _ Without .30 0.31 0.53 _ :t w Slmulemd DMded 1181 qt qd s 030 0 28 ._ 0 47 t ' W Slmulaoad Dlulded ll 6dttas 0.38 0.28 0:47 FlneU Was 0.30 � 0.28 0A7 S55# FY eOghY lidlles_ 032 0.28 047_...._ .__ .. -...._____ .. _ _... i-..a S UghtMes 0.31 0.28 0,47 Frd1 DMded ._.. .._--Full Divided RightGdfles 031 . ._0.28 _ a47 ._.. Wmroul GrWes 0.26 0.30 0.52 _ __Without Griges 0.27 a30 0.52..----- --- - --- _ ;. SMumted DMdad Llgtrt GrWes 0.26 027 0.48 Sf numted Ohdded Ught Gd9es 0.27 0.27 0.46 r.. m FlnaO tGdOes 028 0.27 046. m -- FIPLGW!r 0.24 027 A46` W## _ 3x 4 Serlee ylMdDrl�tr ;'_; Divided llgllt Gd@es 0.T6 -0.27 0.46 firlte 7lit MAtM A 3 Full Divided Ught Grt1se_ 0.28- 0.27 OAS- - IMliioSlmWated DMdad t GMes 0 30 0.17- 0 28' - A-- DaoikN tpent� `c o Without Goes 0.30 019 030 Mi. _ without Goes 031, 0.19 0.29 _ 1Ylodorrs t s r ! ShnulatedDMdedLlgMGdOas M031. 017 026 AN6N-Ta 'f F1ndghtGdYes 0.30 017 OTB t L{ x _FinengfitGd_9esD.32 017 _ 0,284- F�DMded Uglrt GrWes D 31 0.17 025 r FUO DMdad Light Was__0.31 0.17 0.26. WlthoutGr®es 0.29 0.21 0.48-- --_ -------� - i without GrWes 030 0.21 0:48 _ c �'' I SMummd DMded U�rt GrWes 029� 0.19 0.43 i Slmumted OMded U Gdes�029 0.19 OA2 E Fh ed@rt Gres 0 29 019 0 43 Ffnefight Graft 031 0.19 -,OA2 FW Divided LlghtGrWas 0.30 019 043FuO Divided UgMGrOes 030 019 DA2_- 3r WOhoutGdaes 024 020 OAT kb a i ...._._..---...-_ -._ WhhartGdRes 028 020 04T r i 1 a f <u v� Shnuleted DMdad Ught Graes 0 26. 018 0 4T ;y f sro s e 4 SlmWemd DMdad UgM Grllles O.Tfi 0.38 -41 y Ex FNeOrtGdlles 026 018 042 t `�` x FtrreligMGrOes '027 0.18 D41 - RID Ll�r 027 0.18 0.4T ; Full Divided light Mas 0.28. 0.18 M41 Divided Without Was 0.29 0.32 0.55 i r d?i >. -_ ----- ------ ......_.__-..-__---...-.-....._.-_. - Maui: 0.29 0.33 '0.57.. r F w Waisted Dlutded Ught Grilles 029 0.29 0.49 +t:.� , '--Shmrleted Divided UgM GrNa O.TB 030 051'^ -y+ +`, ---- FhreOghPGrWes 0.29 0_29 0.49•_ ,r 7 - ## i•-- - Flnell�lt Grilles 0.28. 3 Frdl Divided tight Graes 0:30 0.29 OA9 -' , Fu8 DMded Light GrWes 0.31 0.30 0.51.� ' Without Was 024 0.32 054 _ __..-.----- _ WdroutGdhs M25 0.32 058 _-. -------------------- Strnrdated DWMed Ught Gr®ea 024 Y _ 0.29 0 48 ' - , ;a` .R w Skatamd DMded Light GINPs--02b 0.29 m Fin t Was 0 24 0 29__ 0.48 x r7 `r „ -- x .._._...----- ----.....: _ -I. r -� tzi;, x ;._ FlneOghtGrWes 0.Z5 0.29 �0.50:, ;�OOSwies> RdlDMdedUgtrtWas '0.27' 0.29 -0.46;- �SerluTliplYNii � _ 3 FuRDMdedUgjrtMWes �0.27- 0.29 0:50 Withal GrWes 0.29 0.20 0.31 r _Without Graes 0.30 0.20 032 q+ ._Shnulatad DMded LlghtGr®es 0.29 0.18 0.27- µ27 r5, ,. land DMded Gres 0:30 0.18 028. FhreOglrt GrWes 029 0.18- - 0.27 - N . a ._. ..- -.. _.... - ----... -__ - canes _030 0.18 028� Fu l Divided LiQrt GdHes 0.30 0.18 027 Full Divided Grft 0.31 018 0.28' . WlthoutGrMes 028 0.21 OSO s ! Without Grft 029� 022 051.. --- -- v w Sknulaeed DMded UghtGrWes 0.28 0.19 -OA4 _ ti -- __-- imulatedDividedu Gres -0.29 0.20 0.46 --,k7 E _ __FaraB®rtGrWes 0.28, 0.19 0.44 _.._ - . _. FlaeBght(;z�as 'Q29 Q20 _ 0:46 NO Divided UghtGdiles---0.29. 0.19-.-.•OA4` s t f�.r .` v�. Fu0 Divided UghtGrWea ,,0.30 020 �+ s Y. •8 __Whhar[Grties 024 ._, 0.21 OA9 ' _ _ _WidrmnGdHev O25 0.21 -:0.50 s ShnulemdDMded GrWes 024 019 043 a , w - •`i••'?� _..-_.._._� _�-,_- Shammd DMded Grilles 025 019 0.45. '- s FInellglrtGrWes 024 019 p:43 s _, _•-_---- --Floe Grlaas 0.25 019 0.'45' FuD DMded Grilles 0.26. 0.19 0 43, i. 3 - '- ` � Fu4 DMded UgMMI9es�J-02T 0.19 Without Gdks 029_ 0.33 ..._ 0.56 , WllhoutGdOes 027 __0.32 0,55.:-_ w stmu and DMdad L4 tGdies 0.29 0.30 " 0.50 ,'; x , ": ffi - Shnuterted Divided LigMGrRes V�021, 0.29_ -0.49 FineGd@es 0,29L030 Fin e11 ht•Mies O27 _0.29 U9_ Fait Divided Ugbt Grres 0:30' 0.30 0.50 r k z`; Fu6 Divided W Wiles 02& 0.29 0.49,, t d y36 WllhoutGr9es_^024 032 Ob5 Without Grft .022 0.31 0.54;- tir r ° SbnummdDMdedLlg)rtGrWes 024 029 049 } Lit r; ra 8hrmlemdDlvided_UghtGr®es 0 2 028 048- ## _._ i. ''� "' 5 r s 3i ,-- Fhre6�rtGNec 024^._ OT9 049 s �1 ' ' _ -- ._. FhreR Gdres..-.,022 028 _ Q,48.. 40QSw1aiVlbodnt¢rPa;;. i FWDNIded - - -- Kt L__......_.... _._BM UghtGdg 027 0.29 0.49 400Suhslliwuh' 3 -- FuO Divided UghtGoes - 025 0.28 �0:48r WllhatGrBes 029 020 0:31" - _ _ TgeNril hill FtiYM w < W i -SkrlWated Divided llgtrt GrWes 029 .-016 0.28 _ At r�-.- Iwo DMded UgM Graces .027 0.18 v FIneB�rtGdltes 029 _ 016_ 0.28 r .t H Yr . - x 1' -- FlneOgM MWes 027, 0.18 D27 FlAI DMded Llg<rtGdBes oat 0.18 0.28F NO Dhdded IIgMGdYes 028 0.38 ,027 '` . WithatGrmes 028 022 0.51 a y'`.+; r r v Without_ '-- --- ---' -- -- x. aF,h "fLV Shnlr01adD1V1dedllgtrtGrYle9 028 0.20 045 3 ` SimulatedDhided _Gr�_�026 - 0.19 �� _.__Fl°eOghtGdOes 038 0.20 045 +� -. ...----_Ffrrell GdBes -026 0.19 w r s "' Full DMded L*tGrBles 0.36 0.20 045' Fu0 Divided Ught Glees 0.28 0.19 044 Without Was D24� 0.21 0.50`� ,.. � , o'f:.._. . Without Was -0,22 021 048-5 _ W 9 Simrdeted DMded UQrt Graes 024 o.1s o:44 _ I stmulam............... DividedUgh Miles 0.22 0.19 043 4E ---Flne91htGdMes 024 _0.19 _~0:44 } _ _FIne08hlGrilles 0.22 0.19 0:43" - y Fail Divided UghtG&es 0.26 0.19 Rua Divided Light Gres ON 0.1.9 0.43• l Without�rWas 028 0.30 0,52_ kyle-ys ---._...------- --.--. - _ i �y WlthoutM®as0.30- 0.31 Q53,_.. ;.'�!,5t yr v }.. w Shnriated DMded LtQrt Gaas O26 0.27 _-QAB `' w a ,•` ✓ ,`j, Shnummd Dhided IIgM t> 032 . 0.28 447 '- -- --- 3# f' x i t -Flnelight'Graes 0 29 0 27 0.46 f r FYreII�IY GrWev 030 0 28 0 47_._ - ..._................._._ ... a Fug DMded tl,rt GrBiee - 0 29 0.27 OAS s r' Fu8 Divided Ught Mlles 031 0.28 OAT �1 -WilhoutG 024 0.30 0.51 - --.- _�--- WithoutGd9es 026 0.31 M52M52 StmrdatedDMdedU&GiWas 025 0.27 0.45 } ' �, ` W SmulatedDhMed Maas 029 ..OZ7 046_-_. - - �A0 3wfear „ 5\ -_--_ Fhiedght Grp 0 25 0.27 0.45- `x _FlneOgpt Grids 028 0.27 046� a FrA Divided Light Grilles 026 0.27 0 45 tlatNliM DedittY 3 Full Divided Light Was 0.28 0.27 0.46 - AreMffiel4arnj r WlthoutGrBles_ 028 _0.19 029 Rleiol{Anreer�laDT WltlroutMWn 030 _019 �030�_ Wif arllpMNrea;, + {_ �M ,-.Slmulamd,DMded Ll�ItGrias 026 -SlmuWmd Dlvlded UgM GdOea 0:32 017 0.28 ANDt4Li1 v s�... _ GtRle_a- Q29 _ OI7 02B- ✓i. __ FUaOght a - t711eRght LdRea 0.3D 011 - 0.26- RA DMded Ught Gdres 0.29. 0.17 0.28 Fu0 Divided Ugflt M@es✓,0.31:- 0.17 0:26 ;�i h r Wi houtGffies 628 0.20 0.47 - ----- x• .. WfthautMWea 029 _0.2_3 0.48_ SlmWeted Divided UglrtGr@es a27 0.18 0;42 v t w Slmumted DMded U Mlles 031 0.19 043 - Q -----. ---- _ - --__ 0 ._.._._-_ _.-_-...-.,...__._._. ._..-� s ; E :, � 029 0.19. ..OA3 . Fail DWWed llghtGraes 0.29 0.18 OAT a FVODhddadLigntGr®es- 030 0.19 '0.43 Without Win OZ4 020 0.46 '� Without GO 0.26 - 020 0.47 w Shnulated Divided t GrWas 0 24 018 D 41- x § m i...--- -....- ._....._ Shmvlamd DMdedllgMGrAes 0.28 018 042� Es, _Fl tGdOes_ 025 -_ 018 OAI u�� ;r a• t '' �,_ FlrreB Grilles Q26 018 _ 042 •. a` Fu[I DMded UghtGOes 026 ' us OA1 - --- -- -- -- • e.,. .r •....:,: Full Divided Ught Grilles 0.28 0.18 OA2 WifflO5M§M@Y E Ad@ue to ongoing product changes,updated test resuhs,or new industry standards or requirements,this data may changeover time. wrrPared.LvT ft Ratings are for sizesspeci0ed by NFi[Vortesting end certification.Ratings may very depending on use of tempered glass,differentgrgle options,glass for high altitudes,ere. 400 SERIES PRODUCT PERFORMANCE AN®ERSEW Andersen'NFRC Certified Total Unit Performance (continued) For current performance Information,please visit andersemMndows.com. Refer to notes on page 4 for Importmit lefonsAarr an pafi rrltalltee data. M¢eeaeM F4odnfd ;High performance Dual Pane GlessType l U Far2a! SNGCs I_ Vf3 Ande�aeft Prod�etY H71"rformance Dual-Pare GlessType -ti]_Vld� WlthatGrOes _0.31_. 0.31 --_0_53Without Gilles 027 0.34 0.59.' w SlmrdatedDMdadU�tGNias 031 0.28 0:4T W Stmula[edDhtdedUghtGdles 027 031 053 --- ._ r. _-...._ .. .Flnellght�Gdles _ 0.28 . ._ 0;47_ ,;: ''; 6 _FilelghCGrlles _.0.27 .--.._0.31 053�_ 1 .� - . . ... ..... _.... _ _ Full Divided LI�ItGtWes 0.32 0.28 0.47 WII Divided Ught Grilles 0:29M 0.31 0.53 Wihout Gres 0 2T 0.31 - 0 52 Witl out OlOes '0:23 0 34 0 58 Simulated Mad Ught Gilles 0.27 0 28 0 46 w Slmulafad_DMded UgJlt GdOes 0.23 0.30 _U2 .._-- _-...__FlneOpht GMes 0 26 - 0.28 0 40 i u FlnelgM Caller_-023 0.30 0.52 Full DMded Li�rtGUN 0.29 0.28 0.46 4Q0d!lIII :. `3 FUR DMded Ught GraiLes 0.25 0.30 0b2 Without Ganes 031 019 0:30^ rJ6ltlpf MAr�es Without Gras _ 0.26 0 21 ti33 ---- ------- Simrdated DMded t Grpes 031 0.18 _0 26 Strranamd Divided Ill Ones 0.28 019 OT29 -- "' FrneAglht Gres 0 3T 016 O ZB'- ' Flr1e0gM ONes 0:26 0.19 0.29 y Full Divided Ught Grpes 0,42 0.19 '0.26 x ' Wl DMded UgM Gdles 029 0.19 ~029 _ WithoutGdlas 030 0.21 0.48 i _ WltIwrRGrMw 027 0.23 053 Simulated Divided LlghtGtnes 030 -0.19 0.43 W =slmufared DMded ught(ooze o�27 0.21 0.48 _ Flne9pfrt Grpes 0 31 019 0.43 H FlnelgM Gres -0 27 0.21 DAB. n Full DMded ®a5 Ught Gr 0 31 019 0.43 1 i Wl DMded Ugf4 Gras 0.28-_ 0.21 048 1r f r �_i WlthdrtGrses 027 020 0.47_ WtthoutGrlles 022 0.22----�052 r r r �e Simutetad DMded UQht Gr6tes 0 27 019 a42 f i_:. 4�c fated DMded UgM Owes 022 a20 OA6 _ =1 _-----____FlneIl tGdles 0_26•-_ -019.--- 042- FNellghtGrilav 022_ 020 046 Simu �. ..__.. .. ._..._. _. _ ..._ ._... Full Divided Light Gres 029 0.19 0:42 a WII DMded Ught Gilles 0.25 0.20 0.46 WMaut Gift 029 0.32 0.55 a' 't ! i With=Gffles 027 0.35 0.60 i + w _Simulated DMded UghtGanes- 029 ---0.29 049 -'r :- Stimulated Divded UghtgFss 0:1 032 -053 I - -'----- --._ - -'--.� _ . v FNeIghCGrmes 029 0.29 049 -' Fihelght"Gdaes 0.27 031 0.53- Fell Divided Light Gres 030 0.29 0.49 Full Divided Light Grilles 0.28 031 053 � r_ � ' :; �s __ WlhoutGh�es_ 024 032 054 + `� � ; _ WllhautGrQles 0:22 0.34 0.58 w simulated Divided I*tGrpes -0.24 0.29 O a&- x T W# , Simulated DMded LightGrlles 0.22 031 R52- FlnetlglrtGr9es 0.24 O29 0.48, _.L;(rf rC 9s I�Gr®es_ O:s2 0.31 �-0.54 400SaMsIRWu1r s i FWiDMdedUghtGdks 0:27 0.29 0.48 400titelN a wli Divided Ught GOn -0ZJ-_031 a52 P1Chrn IeNr1lMh�rrs Wihout Grilles 0.29 0.20 0.31 Witlrout 00es �027 0.21 033_ ----' --'--------'--- --- -------------- AFtDtFi33 w Slmruieted DMded*t Grilles 0.29 0.18 0.27 7 q+e 1 Shrnulemd Dlvlded U Grilles 0.27 0.19 0.30 y _FbueVt Was_^ 0.29- -0.18 0.27 �`r' FlnelgM Grmas _02T 0.19 0�0 1 Full DMded UlJrtGrnes Q30 018 -027 ; Full Divided Light Was 0.29 0.19 -030 WlhoutGr®as 028, 021 0:50- . Without Grilles 0.26 023 0.54 `a > z Simulated DMdedLlgirtGdles Q26 018 044 ' , Simulated DMdedUgMGrOes 026 021 - -�0413 -._ _._. T r i "��• s E RneYgittGu@er Q28 ...-0f9 044 _ E FlnelQhtGMw �M26 _0.21. .._ GAS, 0.44 Full DMded Light Gres :.0.2.9 0.19 Wl Divided I1gM Grf➢s9 .0.27, 0.21 -OA8 Without Grilles 0,24, 0.21 0.49 ;�. �. a s Wlhou[Grilles 0.22 022 0.52 "�¢� smuiamd oMeed L�hccrnes D2a - o.is a43 '-Sinnilema l)tv�ea c><mar _aaz- 0.20 0.22 `aai" Flnel�ht GrOea 0.24- _0_19 0.43 t E s _ 0.22 0.20 _ 0.4_7_ _..-- al _ Full Divided U0tGrOes 0.26 0.12 0.43 Full ONWed UghtGr� 0:24-- 020 l0.47 WtlhoutGrlaes 0:29 033 056 _WhhoutGr@e 0.27_ _0.35 O:W, -. _ -- - v s, w Slmtdated DMded Light Grltav _0 29 030 0 50 w Simulated Dh lded UgM Gtlie3 0.27 031 0.53 Fhhetagfd-Grilles a28 _oao 0.50 _ �i enghr loofas 0si T 031 '0,53 FuloieaeeiiphtcrYles030 030 0:50 ti I weDnadea comes -oze o31 _tea ,.__ r Without GAIN 0.24 032 0.55 � v r � � v thoutcr� 0.22 0.34 M58'_ T�. ;, W# Simulated DMded Udit Gdtles 0.24 0.29 0:49 r �" ; Simulated DMded light Gdles - Q22 0 31 0:52 + 3 s Finelgtht Gfw y0 24 0.29 0.49 FfielgM GrH[es 0 22 031 0 52 - 40®nirIM7E4WYY° FrADMdedUghtGdles 0.27 0.29 0.49 WODlvldedllgllGdles 045 0.31 Q52 7tuWrtrasetfwldwR WlhoutGrOes 0.28 020 0.31 tlNMerre _ WlthoutG+®es Q27 ozi 033 ARDN-134 yam+y Simulated DMded Light GdBes 029 018 0.28 ? }. i Shrwte�d DMded Light( 0.2T 019 0.30- �y°; rrn .__.... -- --Fhe➢ghtGdles__.0.29 _ _018_.4,0.26 _- ' y .. FlnelghtGrO!$ 0:27 -_019 030 Full h ! Full Divided llght Miss 0.31 0.18 028 i Full DMded UgM Gres 029 0.19 _ 030 F e WllhoutGrdes D28 022 - 0.51 _ J_ . _ _ WibroutGdit 0.28 0.23 _ __0,54 - ' v Shnulated DMded UgtrtGrrtes 0,28 0.20 0.45 t w Simulated DMded L1ghtGr� _028 0,48 ^ elightGr®ev 08 0.20 �045: E _ FinelgMGdlas -028-_021 - 048-- -----Full Divided Ught Grose 030 0.20 M45• f, "' ,- --Fall DMded Ught Gres 0.28 0.21 0.48 t , e Wllhout Ganes 024 0.21 _050 F Without Was 0.22 0.22 052_ Simulated Divided UgMGrtles _014 0.19 -L Stnnrla0ed DMded Ught(;1ffies 022 0.20 047 ' 1 Firelght Grpes_ 0 24 0.19 0_A4 ;r e E x' _,_ _ Fleet Gres 022 0 20 _ 047_ -- -- Full MdedUgdGrltes J0.26- 0.19---0.44 _ i, i S�_4 _ y3I Full DNWedUgMC -0.24-� 0.20 -Q47•- i WhhoutGr®es 030 0.29 0.50 ' _ Wiftutf�es V7 0.33_ 058; Shnulated DMded LI@ t Gdles b 30 028 OA4� c- - Simuia�d DMded fb{les 027 0.30 0.52 Fine Gr�av 0 30 0.26 0 44' < Flne Griles 027 0 30 �0 52 -- v. a --- r Fdl DMded Light Grilles 0.31 0.26 0.44 {� -Y�---;•-- Full Divided Light Grilles 0.28 0.30 0.52 a ' WNhautGrlHes 027 0.28 048 a WllhoutGrNes 0.23 032 058 __... w 3 Simulated ad li�rtGdiles 027 0.25 043 _ r "p a Simulated Dlvlded I1gMGr1las Y 023 029 050- ___ _ Find*tGrrles 027 0.25 0.43 s Fhrel Orl&i -0.23 029 0.50 ... .---.-. - - 1008nW _ FuiDMdedLl®ItGr�es 0,28 0.25 0.43 400SaFri 3 FWIDMdedUghtWes 0:25 a29 ate___ ---+-- �°d0">._ wnhancrmes oai 0.16 0:27 � ,.�.; ; -WlthaRGrOes _0.27 0.20 o3i uaQa fa stmmated DMded ught cries o3i 0.is '_Q:sa za'` simuterea aaaee Ught(fr s --a2v o.ila_ asa _ _ uprccreer 0:31 0.16 024 � -- - _-_Finangnta '3 Full Divided Light Gres _ 0.32 ---0.16 0.24 _ -< -� -_ Full Divided Light Grilles -029 0.18 028 Without Grilles '0.30 0.19 0.45 . Without Grilles; 0.26 0.23 _052 W simawtad DMded udrtcdues 0.30 0.17 039 W SMwlated olHdea uei.tores -ase o.zi oas - 1 - E Meath Ganes 030 0.17 0.39 - E Fhre11gM Gres T026 0.21--- 0.46 > `r' ' Fl�DMded Ligh[Gr®es 0.31 0.17 0.39 "' WII DMded UgMGrOes --0.28021 0.48 _ - WllhoutGres 026 _,019 0:44 - }[:!_ _ WlDtanGalilee 0.22 022 Obi Simuated DMded IIgM Grilles 026 0.17 0.3E yq samdamd Dlvld�U Gripes o 22 a20 OA5 - t .__----Flo"Gdles_ 026 017 a 0:39 .. s � x .. .---'-- FlnellgMGr8les 022 Fie Aided Ught Grftea 0.28 0.17 0 39 #' Full Divided Light Gres 0.24 0.20 0.455 •MM2( WmJ ";H8]Md@ue to ongoing product changes,updated test results,or new Industry standards or requirements,this data may changeover time. celogLr°at Ratings are for sizes specified by NFRC for testing and certification.Ratings may very depending on use of tempered glass,deferent grille options,glass for high altitudes,etc. a� d r ' ANDERSEW 400 SERIES PRODUCT PERFORMANCE WINDOWS ■ DOORS Andersen'NFRC CoMfled Total Unit Performance(continued) For current performance information,please visit andersenwindom.com. ADdaself.Aaract Hl"dormance Dual-Flane GlassType l U-Fectorl 1, SHGC. Vf1 end par prodyet High-Performance Dual Rare Glesslype 14mctop ;,Wq Without Gdres 0.28 033 0.57 Without GdHes 0.30 0.26 0.95_ w SbnuletedDNfdedUghtpBes 028 030 0151 Blinds-Bebseen-Ihs•Glass* 036 024 0.40 FlneHgM'Grilea 028 030 0.51 i<' ` W Simulated DividedUghtGdlles "030 023 038 Full Divided Light Grilles 0.29 0.30 0.61 Giles 030 0Z3 038 _ Without Grilles 0.24 _ 0.32 056 Full U.32 023 0.38- 4'#+ Simulated Divided U Giles 024 0.29 0.50 _ Whhout GdRes 0.27 0.26 0.44 _ _ 9 x Flr engM pUes 0.24 029 0 50 w r Simulated Divided Ught Grilles 0.27 0.23 `037_ 3 Poe DMded Ught pies 926 0.29 0 50 _ _ ,:IOO Sb11s 460SwIM Fiwehuoad' , ._ Ftn t GdHes_ 027 _ -0 23 __ 037- trprhrgllae p6alcwa -Without Gilles 0.28 _ 0.20 031 pyd 0oas 3 Full Divided Light29 Grilles 0 0.23 .037 Sknuleted Divided UgM Grier 026 0.18 0:28 T�.pamy WHhautGrillas _ 031,- 016 025 _ FlrrengM Case, 0.28 0.18 028 entire ? - - r`ti Skmdated Divided Ught Guiles 031 __0.14__ 0.21 _ r. Full Divided Light Grilles .030 0.18 0.28 _ - ..-----.PlrteHght Ganes 031 0.14 0.21 �y wHhagpies 0.27 0.23 0.52 -} Fun Divided Light Grilles 0.92` 0.14 021 W sbnulemdDividedughtsees 0.27021 046- withoutGrimes 030 018 040 -''-- Flaeught pies o 2T o 21 0 48 ,E :-simmemd DMded E .-_-. ._..._-._,_.._ ._. r .._._.__ GrH18S 030 016 Fug Divided LightGAes 0.29021 046 s„• 5 ,' i - Fine Grilles -0.30. 018 035 Without Grass 023, 022 050. ' : i- Full Divided UghtGrilles 031 018 035 Y :ti�•s r - y`+'� Simulated tMdded UghtGdlea 023 0.20 _ 045 -._.- Without - 0•27 017 039 .. .... - �s i Flrtellght Grilles 023 0 20 OA5 _ t__.. -'--_--'----------.'"____. ...__ -__ ! s!, ci,,. �. `w Simulated DMded Grilles 0.27 015 -'024,.-. __._ Full Divided Ugh!Gales 0.25 0.20 OA5 I FUreO GdHes- 0 27 0.15 _O.__ Without Gdles 0.27 033 0 582- Fail Divided Ught GrNes 029 - 0.15 O34 - -} n w Simulated DlvldedUghtGdtles 0.27- -0_30 052 _ - Without Grilles 03D� 024 0.41' ----- - A Flnellght'•pBes 027 030 052 BMds•Between-the-pass• 034 024 0A1- -- -----...---- - ---- v _ Full Divided Ught Was .0.28 0.30 0.52 " SHradated DMded!Ight GdHov 030 021 _Without Grass .0.22 -0.32 0.50 --_-_ RneBgtd'Gdnes 0 30 0.21 035_ r t5 W Sbnulated Divided LtgM Grdva_ ~�Q:22 029 yQ.50 v0 DlNdde -- F_ r UNnGRes 032 021 -035. _ _ FlneHght Grier 0:22 029 Without GMes `0.27 0.24 DAD _ r ] - '-- --`-- -- ;- 3 Full" ad Light Grilles 0.25 0.29 0.50 } w Simulated lNvtled Light Gdites 0 27 0 21__ 0.34 Flaliimr Wi a - Without Grilles 027' - 0.20 0.31 - Divided - - _ ._ � a Light Grilles •..0.29 0.21.. -f -,, , ;, - •' N FlnellghtGrlles 027 0.18 0.28 -` - _ -_-'. _ PaffiDuLs r Without Grilles 031 0.15 023 fv0 Divided UgM Grier 0.28 0.18 028 APAta IO r k Slmulated Dlvbed Ugttrt Grilles 0.31 013 019- WithoutGrias -026 0.23 0.52• w Fhrellgld[GdHes �0.31 _ 013 -..._019 _ 4� ` F r Simulated Divided Ught Gdles 0 28 0.21 - 0.46._ s i Full Divided- --__.... _.. _. LIgltGdnes D ,013 0:19- E FlneHghtGdies 028 021 046 WhhoutGdHes _ DM 016 0:37 DMded Light Grilles 027 Simulated DIvid tGdnes 030 014 031 = - WlthoutGanes D22 0.22 051 Grilles 030 0d4 031 _. `•w 9 Simulated Dlvlded I1Qr pies 022 0.20 0.45 � Full DMded Ught Grilles -O SS 0.14 +10 31 h\_ Flnenght(OBes OZ2 0_20 0.45 "out Games T0Z7 0.16_ 030Fun Divided Light Grilles 024 0. 1 Simulated Divided Ught Gduas-__ 0.27 0.14 - -0.31'- -'- - Without Grilles 0:29 0.35 0.61 el O m. _ _ FlneOgMGdmes 0.27- 0.14 031 Z _ .ti - Simulated DMded Guiles U 029 032 0.55 J rn 3- _. _ _ - ---.-. _ _�?_-_. - : Rol Divided UghtGrNss-0.29 0.14 031 Flm engbr Grier OZ9 032 0.55 Without Ganes_030 0Z2 0.37 Fall Divided L409 pies 03Q 032 o,55 V1, ,+ w SM elated DivldtM I1yptGtmes 030 0.20 032 x;�i V.F ] fi }f .--- Whtaar[Gries 024 035 0.6o• S s; z _-F§meYgM'GrBles 0.20 0:32- v x� Simulated Divided UgM Gdle9 024 031 w 054_ i y y - -'-'FUH Divided Ught Giles 031 020 032 - _ ax _ . FlnepghtpBes 024, 031 0.54 a WithoutGdHea OZ7 0Z2 03B_ 71, �mMer D1 RM Divided UgMp�es D2626 031 0.54 W Shnuleted DNNed GdHes 0.27 0.20 032 t4 --- �t� Without pies 029 0.22 0.34 f m Fhreil 0rmes 027 020 032_ 4bd Sadir Caeampgt,Aawna _. ._._.. _...__ .__ t * l r r i x ._..._... __ _ r amq mamas Wma7rmac �t 3 SlmuWmd ONided light Grier 0.29T 020 0.30 ,SS"/ , 3 FWI Divided Ugbt GrNes OZ9 0.20 0.32 '� FlrroH pies 029 020 030 ' IMNDaru - WithoutGrIlles 030 0_14 OZO FUH Divided Light GIi&S 030 Q 20 03D AHDti64 W:C - SIRNL3ted Divided Ug1bt GdHes -0.30 0.13 0.18 V. .._ Wlticou!(lies_ 026 OZ3 055 t y i---- FL¢OtGries 0.1_3 -Y_0.16__ ..i r. u`S :_Simulated DMded lightGrBes 028 0.21--OA9 u: Full DMded light Grier 031, 0.13 0.18 i. - FlnengM Gales 0 28. 0.21 OA9 _Wi pout Ganes '0.29� 0.15 033 E Rol OMded Light:pees 029 0.21 OA9 Simulatedi Divided Ll&tGtMes 029 0.14 0.29 Z. -- -.. - Without Grilles-0.24 - 0.23 0.54- r E Hrnefi Ganes . -029 0.14 0.29 ------------ -� W.�y Simulated DMdad Ug11I Gores 0.24 0.21 D:48 •4 J ]' Poll Divided UQn Grilles 030 D.14 0.29 - i° FlneBgMGrlles 024 0_Z1 -;0.48 r- WHhoutGrlHas -0.27 0.15 032 Rdi Divided Light piles _1127 0.21 M46 's �> W m 54mi1aoid Divided UgrtGrNes 0.21 013 �0.28�-• Without Gales 028 037 0 64 r - _ .-..: r > �] Y _... FkneRglmtGmles 0.27_- 0.13- 028..� w _ Simulated DMded Ught GrYes _ 028 0.33 OST g Fun Divided lightGanes -.028 0.13 _ 02t3- --- - r,`'''r t z 4 rro r.• .., _ FlneOght'Grier--028 _- D33 0,57 ' centlnued on rrezt po F Full Dhdded Ught Galles _0:29 0.33 ---.0.57 1 Without piles 0,23-- 036 0.82 a - Important IMarmaUon on NFRC Cermled Total Unit Pollormanca: Simulated Dlvlded Light palls 0.23 0.33 0.56 _ x FlnengMGltAes,023 033 056 ••Low-E4a'Low-E4•SmartSunr'Law-E4•Sun'and'HeatLock-are Andersen trademarks for'Low-Fglass. 1)U-Factor defines the amount of heat loss through the total unit In BTU/hr-ftM E The lower the value,the Full Divided UgM Grier 025 033 0.56 _ less beat Is lost through the entire product Window values repmsentnon-tempered glass.Use of tempemd Without Grilles-0.29 _0.22 035 _ glass can Increase U-Factor ratings.See andersemdndows.com/ntrcforspecific performance values.Door '4a0aaW Doudo-Hung e ••.•-- , - q+ -_ Sbduleted Dlvid-ad Ught Grier 0:29 0.20 D32._ values represent tempered glass.2)Solar Heat Gain Coemclent(SHGC)defines the fraction of solar radiodon WSidoamr.PAdo,boan. --- - - --- -- ANntFlas 1. "' - -FlneBg♦d Gu�es-029 _020 032 adMro piers directly through the pi ddirectly transmitted,as well as absorbed and subsequently released Inward.The _ Fddl Divided Light Grilles 030- 0.20 -.Q32 lower the value,the less heat Is transmitted through the product 3)Visible Tmnsadnence(VT)measures how Wltirout Gdies_ 027 _ 024_ 0,57 much light comes through a product(glass and frame).The higher the value,from 0 to 1,the more daylight the SlmuWted DMded UgM pies _0 27 0.22 0.51 product lets In over the produefs total unit area.Visible Light Tmnsmhtence is measured over the 380 to 760 nanometur portion of the salarspectrum. <' _FkreHgM pies -_ .0_22-- 051 _ •NFRC ratings are based on modeling by a thlyd-perry agency as validated by an Independent test lob In E _..... 027 Full DMded Ught Gales 0.28 022 0.51 compliance with NFRC program and procedural requirements. Without pies 0.23 _ 0.24 _0,56 •This data is accurate as of May 2021.Due to ongoing product changes,updated test results,or new Industry Slmdrteted Divided Ught Grier 023 0 22 0.50- standards or requlremems,this data may change over time.Ratings are for sizes specified by NFRC for testing ` '�'"'-'_ " ' _-Gall.......... - and certification.Ratings may vary depending on use ottempered glass,different grille options,glass with Es- _ FlnenQrt Grilse 023 0.22 0.50 capillary breathertubes for high attitudes,etc. �-____ •� Rd[Divided Ug1d Grilles 0,25 0.22 0.50 *Available for select patio door sizes.Date based on blinds in full open position. 2021-22 400 Series Product Guide Page 4 of 6 a ANDERSEW 400 SERIES PRODUCT PERFORMANCE WINDOWS ♦1 DOORS Andaman'NFRC Certified Total Unit Performance(cormnued) For current performance IMorfnation,please visit andersenvdndows.com. r Alleeraerr pYodtut High P artarmence Dual Aane GlassType U FacOui ,SHG(7 YI? Y without Was, 019 0.24 040-, ' :a " §bnuleted Divided Grtes 0.29 0.21 035, l _ _ Ftne6gld'Wes . 0 29 0 21 035: -- -.... WII Divided Ught GgiLs 020 0.21 035`_ b ' _ _Without Was 0 2H _0.23 0:39 A. SlmUlatad DMded fi Grass 0.2 0.21 ---03 _... -- gin -- * FlneggMGdiss 02fi 0.21 ..034_ 4t101iarlse�rt�IwM 3 i Fr9 DWlded_ligld Grlea .29. 0.21 034 Without. 028 015 022' Simulated Divided UghtWas0 29 013 0.20 F _ .. .. _. - ._ St y Fhielight ales 0.29 013 a 20 u Fug Divided Ught as 030` 0.13 0.20, ° Without Was 0.29 016 03B r i Simulated DWed Ught GrOa 0 29 014 a32 9 {__014 0.32 ' 3 Fidl DMded fight Was 0 29 014 D32 - f c ' Without Was o2H 016 0.35 Simulated DWMed UghtQOes 01H 014 �_031M _ -- t Flne as 026• _0 14.__. 0.31, 4 rn 3.F -' --Fag Divided light Gdea :0 27- 0.14 031` +i i wromut ages 3• __ `r 'Shnulated DNldad Grtes 032 O.Zi .0.35 tr i Go y i r �, >i. FleegghC - FWI DMded Ught Grtes 0.33 _ 0.21- '035 W t Wlthoutales 029 024 04U 7"y J: + StmulatedDMdedllgMGrles 4.25 021 S Sfi �ru i _ FlneliglmtGrles w028 021 034 10eSarNeCNlyfMreapitft ; Fall Divided light:ayes 030 021 034 �Ep4lefa► pr�Areh i -- N b Witluut Was 033 015 0.23 , Simulated DMded Ught Grlea _ patleeprs 7 9 FineOBht Grams Q 33 013 0.20 NII DMdad Il Grtes 0.34 013_..µ-,0.20' _ .,v Without Giles 0,32' 018 0 37 y ShNsdDMdeduglmtGrles 032 _.014 0.3z _ L* ltrmefiBtmtaiea 032 o1a o32 _ RM Dhdded fight tiles tl.33� D. 1 r .r�r5 wnhart_anea 029 016 036 + z S w:yr y3 Simulated DMded UgM9188 Flrrel ales 023 0.14 yam,__._. _.._._. ...._.. ID Full DMded llglrt ages 031 O.ia D 31 y ! Without Grates 033 0.25 0.41 ......;5 ry,. x..-r ftt< W - Simulated � , v Rneagpt'Grtes_ 0 33 -0.22 0 38.. ° •"t',�xn "` -FdIDMdedtTghtalas^• 0.3a .. 0.22035 W S ulatea on�aed.0 aaes oao_ -o > -- �6,'-- 3 -._ Flnea ales 030 0 21 0.:4 0 21 034 034 ��� f � 3 Fug Dhtded fight Gmya 032� . - tlrl�i/ellkra# 1?tlt Wnhautales 0,33 018. M ggey ' Sfmuleled DWwea ugh[comes y 0 33 014 _0�20, . m_ __ Rm ftk Was 0.33 014 '0 201 :.�r� �'.,;;a• $ --�--_-Rill WvWad fight Giles0.14 -'.0.20. y r c arc Wfftj eS 0 i 0.17 0.3t. r s n w Shmllerod DMded UgM titles 0 33:-015 03�: Fbmeggh[Grles_ 033 T 015 034' - - _, ..._.. _._ �phWOd UgMalea 6.34r.. 015 0.32:: without Grilles 0.26 016 03H f y,r�;+ k' L'+5'p Simulated DN�ed Ught Gales 030 0.14 0.31 ,... . FlnelhartGill 00 es ' a3 _014_ 031 Fun Divided Ug INNS�.1131� 014 µ•031� "t v nc p r Without Grees� 0,32w 0.23 039 h )u>c t Simulated Divided tight Giles : T_' 2 021 034. Flne9ght'ayes :. 032 0.21 0.34 ... t 3J, I Flrg lWed I1ght Giles 033 0.21 0,34, r ` WhhoutWes_ 0.29 0.23__ .038 _. W Simulated DMded UgM GA89 0,29 0.21 D.34 FInaB�d Giles_y 0.29__ 0.21 ._034 -'Low-EC"Law-E4'SmartStxr'Low-E4•Sur?and'Heatlock"'are Anderson tmdemadw for'Lav-P glass. Full DMded If Grtes :030. - 0.21 ~- 0.34,.E 1)U-Factor defines the amount at heat loss through the total unit In BTU/hr-f 2--°F.The lower the value,the SaAgi - -r---- ,���� W -_ Without Gmles_�033 015 0.72 less heat islost through the entire product.Window values represent non-tempered glass.Use of tampered Simulated DMded fight Gmles 033 013 01$ glass can Increase U-Factorretmgs.See andersemrindows:com/nfrc for specific performance values.Door r _ _. - values represent tempered glass.2)Soler Heat Gain Codficlent(SHGC)dafirres the fractlmr of solar redlatlon Q 1�- admitted through the glass directly transmitted,as well as absorbed end subsequently released Inward.The Full OWided light Giles 034: 013 019. lower the value,the less heat is transmitted through the product.3)Visible Transmittance(VT)measures how 0.1 Without GAes 0.32 ,- - 8 035 much light comes through a product(glass and frame).The higher the value,from 0 to 1,the more dayilglmt the � i Slmuletad.Dhlded fight Grlea 0 32. 014 0.31 product lets to over the pmducfa total unit area.Visible ughtTrensmlttence is measured over the 380 to 760 _.-. tiE FlmieaglmtGrRes__ 032 0.14 031 nenometer ortlonoTlhesWarspectrum. -_.____._..,.._. D gbY D rty agency Y D h - m 1 -'-" --'- - •NFRC ra are based on modeling a third-party a en as validated b an Independent cast lab to Full Divided Ugitmt Gmles 033 Q14 031 1 of - compliance with NFRC program and procedural requirements. Whhou[Gmles 029 0.15 a034 - ---- --------- -- -This data Is accurate as of May 2021.Due to ongoing product changes updated test results,or new Industry Simulated Divided Ught Was - 0.29 - 0.14-__0.30-, standards or requirements,this date may change over time.Ratings are for sizes specified by NFRC for testing Fhra6ght ayes 039 0.14 _- 0.30 _ and certification.Ratings may vary depending on use of tempered lass,different gd0e options,glass with Es Fur Dyided U&alias 030 0.14 0.30 capl8ary breather tubes for No attitudes,etc. 2021-22 400 Series Product Guide Page 5 of 6 , '% a ANDERSEN" 4OO SERIES PRODUCT PERFORMANCE WINDOWS a Dona: About the NFRC About the Label The National Fenestration Rating Council(NFRC)is a nonpartisan coalition of professionals whose Look for this certification label on every wbwm arld patio door you purpose is to provide fair,accurate and credible energy performance ratings for fenestration products buy.The NFRC section was designed by the Natlomaf Fenestration NFRC'S membership includes manufacturers,suppliers,designers,specifiers,utility companies, Rating Council to provide accurate information that helps you government agencies and other building industry representatives. promote the energy efficiency of the homes you build.These ratings allow you—and your customers—to measure and compare the Andersen Corporation is a founding member of the NFRC and continues to support Its work by providing energy performance of similar products.If the product does not fair,accurate and credible energy performance ratings to consumers and the building industry.If you have this label,the NFRC has not verified its claims have any questions about the NFRC,its program or energy performance ratings,write them at:NFRC, 6305 Ivy Lane,Suite 140,Greenbelt,MD 20770.Phone:301-589-1776 Website:www.aft.org Do not remove.until final code inspection.Save label for future reference. ENERGY STAR'Certified In Highlighted Regions amour a o M ME is 4P Energy RetIng(ER)represents`Energy Rating" enaYrim►.ge c= P and Is a ruling used in Canada for product r� comparison purposes(the higher the ER x z ' number,the more energy saved during the " heating season). ,,, �, � o-aPoe.r,■.,nr arwpyaacpov .•"� �"` ENERGY STAR'Climate Zone Map Is based on U-FbctDr and solar heat gain coefficient A N D E R S E N" criteria for specific ENERGY STAR climate O.Nc— WINDOWS A, DOOtizones within the United Stales and Canada. 400 Salsa Caaeinent Window AND-N-1-01592-000O1 The shading of the map shows which climate National rNe u51 aew VUryI-Clad Wood Frame,Dual-Pane Low-E SmartSun Rating CoundO Glaring with Argon mne(s)a particular product and glass type LS i Productrype:Casement ENERGY STAR certified In. ENERGY PERFORMANCE RATINGS U-Factor Indicates how well a product I!-Factor Solar Heat Gain Coefficient prevents heat from escaping(the lower the 0.27 1 1.53 0.21 Solar Heat Gain CoeRlderd measures how number,the better). (UWM P*k SQ well a product blocs heat caused by sunlight ADDITIONAL PERFORMANCE RATINGS (the lower the number,the more It will help VhHA TrammiRtance refers to how much Visible Transmittance reduce the use of air conditioning and as a visible light comes through a product(the 0.49 result,reduce electrical bills and energy use). closer to 1.0,the more tight Is transmitted). WNft0.Nr=rrrp0&dxtr■and doxmmaar,�■lwar m.t� rant m�rlmza•dg1oGA�■d do�rr�tm■■eMrd�wA,atr■Iv�.�la Os�m�a■hY�■trat�rPrGP■k®a ltmr■t WDMA Hallmark Cortflleaffen verfles the performance ratings of this poduct 101WDMA 11COMM 1204M1 x■nmmkamfiea A■derswemp■nllm were tested by an independent testing .,�.� onto s.l.■t swtm�. Manm■maystawarns xaAreh rya,as nmmme moo laboratory and verified by a third-party certification program. AdVWDhaV A I0ylsz/A"o-11 DIA" acc.n Tact St811dardS AA° 00P�"IoylsyAwooa aa:,1 ,o-ss.n• Performance Grade(PG)and w yAltatl Ro P��mm.,�Pa12d00Pa Dedgtr Preaarme(DP) Wtlnr ParelNmn Uhaa Ta IRavn=�Pa C redmAUlAdre6vnk�lMie-A9 FL 12496 Glazing: 2.2mm AN outer/2.3mm Ha Inner Glen$CDm ili mdlon used with -- TN.pro&.neap..you m rhemisef.Ucludog this produettype. Caffor at �,yammMaLwar emr FC. nod to whkGA woo m ptod dCaldomiam rouse GUM defeW Formormpromwisehmm. Formore 6darmotion 90 W rmxPBAVmreng,.ra.gw Meds 9reaeeeds CEO&IECC AU Insraton Requtnoneds of&2 CFMls4%or lovers. WDMA Haftark Catfimbon Program.Comp9es with HUD UM Buleen No.111. •NFRC ratings are based an modeling by a ildd joV agency as validated by an Independent test lob In compliance with NFRC program and procedural requirements. -ENERGY STAR'Is a registered We=*of the U.S.EmIrumnerlal Protection Agency. 2021-22 400 Series Product Guide Page 6 of 6 I I Pella® Energy GuideX Version 7.0 Standards Understand the regulatory changes being made and how to identify the most energy-efficient products and options for your region. What is ENERGY STAR ? ENERGY STAR is the most widely recognized symbol for Benefits of ENERGY STAR®certified products energy efficiency in the world.A voluntary program from • Help you save money on heating and cooling costs the U.S.Environmental Protection Agency(EPA),the • Help you create more comfortable spaces ENERGY STAR label identifies products independently • Deliver certified performance you can trust a0 certified rto use less energy and cause fewer emissions d that contribute to climate change. Looking for these labels is a simple way to help you save money and energy and protect the environment.Pella is proud to offer ENERGY STAR certified windows and patio doors that meet the new standard 3 ENERGY STAR®Certification Criteria ENERGY STAR° Certification Criteria ENERGY STAR° Certification Criteria for Residential Windows for Residential Doors AN yV�N00�V4IS" . ;DOORS Climate Zone U-Fact60 SHGCz,' GfazingLevel Climate`Zone' . . U-Factor' OW s 0.22 z 0.17 Prescriptive Opaque All Zones <_0.17 No Rating =0:23 <_A-Lite All Zones s 0.23 <_0.23 z 0.35 =0.24 Equivalent Energy ' <_0.26 <_0.40 =0.25 Performance North'Cefrtral >_0.40 >/z Llte =0.26 South entral <0.28 <_0.23 vorth Central;. i 50.25 <_0.40 S 0:28 <_0.23 Air Leakage for Sliding Doors s 0.3 cfm/ft' Air Leakage for Swinging Doors s 0.5 cfm/ft' <_0.32 _ _<0.23 1 Btum•ft'•'F Air Leakages 0.3 cfm/ft' 'Solar Heat Gain Coefficient 6 'Btu/h.ft'•'F 'Solar Heat Gain Coefficient Determining the Best Window Specifications for Your Home No matter where you live,you'll want to find the windows and doors optimized for your specific region.They'll help cut down on energy costs and keep your home more comfortable.Explore these recommendations from ENERGY STAR to find the.windows and patio doors with the right energy specifications for your home. U-Factor Solar Heat Gain Coefficient(SHGC) The U-Factor tells you how well a window insulates.This The SHGC rates how effective a window is at blocking measurement tells the rate at which the product conducts the sun's radiant heat,or how much heat is absorbed non-solar heat flow.The lower the U-Factor,the better by the window and then passed indirectly to your the insulation the window provides. home.The lower the SHGC,the less heat the window allows into your home. Energy-Efficient Glass Options from Pella4 Northern North-Central , South-Central ., _:�z 00 0 Southern -(� Advanced Low-E Insulating Glass' AdvancedComfort Low-E Insulating Glass6 Best use:Most U.S.climates Best use:Northern and Central U.S.climates Dual-pane:Two panes of glass with Advanced Low-E Dual-pane:Two panes of glass with Advanced Low-E protection and insulating argon between protection and insulating argon between the panes. the panes.Blocks 84%of the sun's ultraviolet rays. Blocks 85%of the sun's ultraviolet rays. SunDefense-Low-E Insulating Glass' + SunDefense+Low-E Insulating Glass Best use:Central and Southern U.S.climates Best use: Central U.S.climates Dual-pane:Two panes of glass with SunDefense Low-E `.� Dual-pane:Two panes of glass with SunDefense Low-E protection and insulating argon between the panes. ' protection and insulating argon between the panes.With Blocks 94%of the sun's ultraviolet rays. an additional Low-E protection on the room side pane of glass.Blocks 94%of the sun's ultraviolet rays. ' NaturalSun Low-E Insulating Glass6 , + NaturalSun+Low-E Insulating Glass Best use:Northern U.S.Climates Best use:Northern U.S.climates •.� Dual-pane:Two panes of glass with NaturalSun Low-E Dual-pane:Two panes of glass with NaturalSun Low-E insulating argon between panes.Blocks 69%of the insulating argon between panes to allow outdoor heat sun's ultraviolet rays to come in.With an additional Low-E protection on the room side pane of glass to further keep indoor heat from escaping.Blocks 70%of the sun's ultraviolet rays. Need help finding the window or door best for your region? Contact your local Lowe's Associate or Pella sales representative for more information, ENERGY STAR and the ENERGY STAR mark are registered trademarks owned by the U.S.Environmental Protection Agency. a Some Pella products may not meet ENERGY STAR®guidelines in Canada. For more Information,contact your local Lowe's Associate or Pella sales representative or go to energystar.gc.ca. `Glass options vary byproduct type and product line.Please ask a Lowe's Associate or Pella sales representative for details �; s Triple-pane available on select products.Glass options vary byproduct type and product fine. r ' ©2023 Pella Corporation.All rights reserved.W343440 Lv::.;•-,..:;r `, peflaatlowes.com GENERAL NOTES: `T SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUi.,TION c ` A OR N 0 E General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF 1 Wood: F NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. < 1. All studs to be SPE #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. �a GENERAL NOTES: �' _ FIRE SAFETY: �! -- u I I 2. 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 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 KEHL DESIGN ASSOCIATES LI_(' 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. i residential 8 commercial oconsulting PPACTICES. B. LOCKED AREA. 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO. phone: 1631I433 9084 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. s 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 11971 E-Mail: ssbn654@o t,,!nline.net 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. p 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. 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 EXP;)SED CONDUITS. Kehl Design Assaciates.LLC oformNrlyDAK Associates,LLC 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 grair of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS, OWNERSHIP & USE OF DOCUTAEN15: S. 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 i 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 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 y• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 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 1 C' a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for wl 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 con°sent. { PLUM,131NG, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUII.DING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUIIDING 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 .. 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 9 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 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, I 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 AFFECIED 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. � E 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. u 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 AUG 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 TF-E PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AFID 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 fob, Qf � � 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 o, "'ou�ho3�17t 4 l 4. DOCUMENT NOTES t PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCC:RTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND FIVAC 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 .. SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS 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 1-FIE ORGANIZATION IS UPON INSPECTION FOUND AT ANY I 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. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WNTER 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 t O OW 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. L a LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEPAP, MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sgft 130 (mph) C SEVERE 3'-p" MODERATE TO HEAVY SLIGHT TO MODERATE 11 d-grees YES 1984/1998 C Q COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. R3o1.2.1.2 PROTECTION of OPENINGS. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 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 UNDER FEDERAL COPYRIGHT LAW, k OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND t 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 PLANS MAY NOT BE REPRODUCED WITHOUT (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. i W AUTHORIZATION. DE--,IGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF 1,IE 2020 RESIDENTIAL CODE OF NEW YORK STATE WRITTEN EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF PRESCRIPTIVE DESIGN OCCUPANCY Cr? USE LIVE KEHL DESIGN ASSOCIATES, LLC. 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Z/6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) 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 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESI s USFS(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT S1"tAGEb 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. PLANS S LICENSED EXCLUSIVELY iU THE tUl'ER, WITH WNiTIf` METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE b•9 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2 2 OR ASCE-7, WITH THE PERMANENT __ PROOF OF PURCHASE. USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITEf_ STORAGE 20 CORRISI ON-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO 'rI,' A CAPACITY Acceptance of these drawings does not authorize h right1. y,J - 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 F01? L.ACH .CASE. WIIthOUt the authorization Ot IOCOI governing agencies, C1 In 1^ d RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SEFVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED VUit IS 180 MPH (290kps) OR LESS. g g g , - -- Sluffolk County Dept. of Health Services, Town Building Depa�;�e� TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: DEC, k County etc. Verify all conditions, codes, and rg Depcl it TYPE of colvsrRucrloN (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDJLE OF CHAPTER 6, TABLE R602.3(1 ) OF THE 2020 wiith such agencies prior to construction. d I TYPE GROUP RESIDENTIAL CODE OF NEW YORK STATE. # FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA 4 V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL S 4 FEET SPANS 6 FEET SPANS 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 z 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 4 HEIGHT FIRE AREA 50° INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES HEIGHT BUILD NG. ROOMS OTHER THAN SLEEPING ROOMS 40 No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: g BASED ANCHOR WITH 2 16 12 9 THE VLR ICAL DISTANCE 7ROM GRADE INCH EMBEDMENT LENGTH PLaNr i. THE AVERacE HEIGHT of R301.1.1 ALTERNATE PROVISIONS W1 KLE T,,Jr H :. UNLIMITED AREA SLEEPING ROOMS Ya INCH DIAMETER LAGSCREW- GF,F-L_.! F'00'- SURFACE 30 3 STORY AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 w e+r- CH4PTER 5 of THE STAIRS 40c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH EXISTING FR N � r 2o?J DLiLDING CODE of NEW YORK THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE $ t FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 ram, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s COVERED E Y Y_g R A[s`�� ! 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds V!t and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE NA 1 POUND PER SQUARE FOOT = 0.0479 'u.Pa, 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. Q3(� LAUREL CJ AVE - Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) SOUTHOLD,V BUJ L/i t�i 1 �a APPLIED OVER A 20-SQUARE-INChJ AREA. 9 P c. Anchors shall enetrate throw h the exterior wall coverin with an embedment len th of 2 inches minimum into t Y Cy' LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT P 9 9 9 g 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. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonryor masonrystucco, the shall be attached using vibration resistent anchors ALL HOUSC FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, y g NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARD.AS SET FORTH IN CHAPTER 4, OR .GREATER, WITHIN THE PLANE of THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE GF NEW YORK STATE S ALL EX1. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER To ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM# 1 000-056-01 -002.0,.°-w 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. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. OF NEW YORK STATE. GENERAL NOTES I SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK R P•.REAS 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 $ 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 NEW ASEMFfJT NA 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 STA! E (2020 ECCCNYS), BASED t - 50 POUNDS ON AN AREA EQUAL TC 'I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED •-�•-•- EX. BASEVENT NA To ACT CONCURRENTLY WITH ANY cTHER LIVE LOAD REQUIREMENTS. ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: NEW FIRST FLOOR NA (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERT" N III[ UNINHABITABLE ATTICS WITH STORP,E ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGIJ PROFESSIONAL WHOSE SEAL IS AFFIXED HtRETO. INFRINGEMENTS WILL x. FI?ST FLOOR NA g THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTc SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VI ` TL ti EX. SECOPJD FLOOR NA c e MORE ADJACENT TRUSSES WITH WED CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACT( U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD il' I'i: r NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN sHGCb,e R-VALUE R-VALUE! R-VALUE &DEPTH R-VALUE DESIGN PROFFESSIONAL ASSUI,IES NO LIABILITY FOR OMMISIONS DUE TO UNKI4�'1' !IR ¢ THE PLANE OF THE TRUSS NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS NEW BALCONY NA 4EXCEPT UNFORESEEN FIELD CONDITIOEJS AND OR ADDITIONS BASED UPON COMMENTS LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20OR13+5h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCI-IEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, ATTIC G,u s E)L,1 NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK a For SI: = 1 foot = 304.8 mm SEAL: DATE: i 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 AUGUST 03, _20:_' '! p EX. 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 N0: NEW GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. BorJus 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 column applies to all glazed fenestration. (AF � 11782024 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 P`� £{{iy DRAWN BY: S!JNROOM NA interior of the basement wall ` C 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD � QaNCo BDK 4 NEW DECK NA MEMBER DEPTH, "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the \',,II O CHECKED BY: ggg interior of the basement wall. "15 19" shall be permitted to be met with R-13 cavity insulation on the interior of the r aL} 2 COVERED PORCHES NA / P y C 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 :1r L OVERED ENTRANCE 57.4 sq.ft. insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall, r, r, ? HEFT NUMBER: DESIGNED FOR A UNIFORMLY DISTRIEUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation NA THAN 10 POUNDS PER SQUARE FOOT. ACCESSORY STRUCTURE NA 168i4 \ R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to �j h. GLAZING USED IN HANDRAIL ASSEM3LIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab Goy �� SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE F G B CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved J� IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. DOB NUMBER: (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the © KEHL-DESIGN-ASSOCIATES, ur insulation is on the interior of the mass wall. ' SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF ,j T a TWO 8d NAILS THIS M T S 2 0 L_ T S 2 0 DOUG—FIR LARCH SO. PINE UPLIFT w.SIDE OF TRUSS, PROVIDE (1) HGAtOKT ON �_ ilt ' —�.�` ALLOWABLE LOADS 1.2 LOAD ���,,�� ' FASTENERS m SIDE OF CEILING JOIST ?; <>hm � [1E 1_ Ll'I CII'I _fld t i LATERAL WITH TOTAL FOUR AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIFT CODE 8d NAILS o IN 0. (133/160) 8dx1�"To AVG NAILS REF. INTO TRUSS I o RAFTERS/ TO TO ULT. F r/ IaJ�t.6. 1u4ILJ; i � � rI tltl __ ° df ILA T- PLATES STUDS (133) (160) F F2 (133& -- "- TRUSS /I / s--- SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION / I/ TAKE-UP WASHER H7 16 4-8d 2-8d 1 2991 930 985 400 51 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND =-- KEHL DESIGN ASSOCIATES �i.c t PROPER INSTALLATION PROCEDURES Is % residential 8 commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 _ DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ART "x12 I e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o ° . PO.Box 1675 phone: (6311 433-9084 S MODEL GA AVG 2 CODE INTO ° NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES o 0° °o° , I Southold,New York 11971 E-Mail: SSbn654�optonilne.net WIDTHSPAN L OTY DIA 1}" 2" 2�" 3" 31" 1 2' 2 ' 3' 3�" EIGHT 8d NAIL P �,1L 1205 1400 5, 44, 85 INTO SP4 I Kehl Design Associates,LLC o foamerly D A K Associates,LLC � LFTA 16 2," 17" 3s3"16-10d — 4200 — STUD °• -OWNERSHIP & USE OF DOCUMENTS: 2 DOJO-FIR LARCH / SO. PINE 00 FASTENERS ALLOWABLE UPLIFT LOADS 3 0 These drawings and specifications including Ih,:; ° ideas, design and arrangements represented r.1oDFL L AVG od 1od x 1}" CODE LFTA therein, are the property e s re DESIGN I No. ULT. REF. i I0d 10d x 1 (133 / 160) (133) (160) L S T A 2 1 i °° ASSOCIATES, LLC. No part thereof shall b Simpson Strong-Tie P.+TS15 16 14-10d 14-10d x 17" 3116 1000 840 1000 3, 41, 128 '• HGA10 copied, disclosed to others or used in connection with any work or project other than for which NIT520 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ° n they have been prepared without written consent. ART "x12 0 n °° DETAIL K 0 5" 0 STU LST20 40 12-10d 12-10d x 1 " 2383 775 720 720 3. 41 _ " ° COUPLER NUT DETAIL E11 V ° 8 — DOUG—FIR—LARCH/ Equal numIoer of�° SIMPS0N TYPE OF DIRECTION SO, PINE CODE MODEL CONNEC— OF LOAD ALLOWABLE LOADS REF. specified nails in TAKE—UP WASHER NO TION FLOOR ROOF (133/ each end Si (100) (125) JEO Simpson Strong-Tie G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 H 515 645 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOLDOWN ARTJ"xl2 DEFLECTION STUD DEFLECTION CODE MACHINE MODEL AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. N) ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a s e BOLTS ALLOWABLE LOAD DESIGN o GA GA HB SB W H B SO CL DIA DESIGN WHEN RAISED OFF o� OTY DIA 14" 2' 2�" 3" 3}•' 5�" LOAD THEIL PLATEo 0 0 1 HD2A 16 12 4a" 2J" 2�" 8" 2," 0 " �" 1 5" �' 2 12150 1555 2055 2565 2775 2775 2760 0,058 0.077 2, 43, 82 o0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N '' W L STUD PLATE ULT. OF / SP CODE r (133) (160) REF. i SP4 3,b" 71" 6-10d x 1�" 2917 735 885 7, 40, 127 9 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA WORK NOTES: N0. W L NAILS F100 R (133) (160) REF. o 0 LSTA21 20 1;" 21 16-10d 905 1205 1295 7, 40, 90 00 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL I GA j NO. w L NAILS FLOOR REF. 5 — tt ,00 (133) (160) Simpson Strong-Tie STU 8 MSTA24 18 1 " 24- —10d 1 1025 1370 1640 7, 40, 90 LUS46 SIMPSON r,1ODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE { r No. (LENGTH END GA CUT LENGTH (TOTAL) 1 2 SPACING REF. HD2A TAKE—UP WASHER (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Sinpson Strong-Tie 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 1 CS16 150' 14" 16 CLEAR SPAN +31" 1� 7, 40, 90 ! DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES i MODEL ON. DOUG—FIR LARCH PIN A WABLE OAD ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO, GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" tOd 16d ULT. 10d 16d 10d 16d 10d 16d REF. (13,3)1(160) ALL LIABILITIES ON THE CONTRACTOR. LUS46 181 r 4J" 2 DETAIL '►I„ CNw- 4-16d 4-,6d 6076 v4o 11so loon 11so 12so 7, 40, 127 E HUS210-2 14 3"' 9�" 2 8-16d 8-16,1 6076 COUPLER NUT 1755 2105 1650 1900 2065 1, 36, 84, 122 ART 'x12 5„— DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS STU 8 FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. SIMULT. TAKE-UP P WASHER N0. GA, x TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 HGAtOhT 14 4—SDS}"x17" 4—SDS}"x3" 1523 435 435 1165 940 160 G USE A MINIMUM OF MTS16 MTS16 SP4 ° TWO 8d NAILS THIS h' LJ l' SIEE OF TRUSS. d1)2A CNW— II I€ COUPLER NUT I TOTAL FOUR /° m SE A MINIMUM OF SP4 I I PROJI EC 1: ' IN NAILS i" SIDE sd NAILS THIS L_STA21 SIMPSBN ii a" ANCHOR BOLTS INTO TRUSS } SIDE OF TRUSS. o°o° STU �"- SIMPSON r TOTAL FOUR /. m ' o, TAKE-UP WASHER I I 8d NAILS ° Strong—Tie II WIN "� °` b INTO TRUSS m - A HUS210-2 ' EXISTING FROP 1 COVERED E T RArJC IL'�j TWO o F1 8 /NAIL`JTO ELATES EIGHT-- C° TWO o m �I 'I 6., NAIL,,, ed NAIL j 1830 LAUREL AVE TO INTO oo DETAIL IIA" STUD Simpson Strong—Tie PLATES °®o H7 EIGHT SOUTHOLD, E1�► YC)R..@` 'o NAIL ' INTO DETAIL I'D" DETAIL "G" DETAIL IN STUD Simpson Strong-Tie I 999 "' Simpson Strong-Tie pDETAIL "L"" SCTM# 1000-056-01 -002.04'" 4 LFTA LFTA BP ROD SYSTEM �> LFTA II DRAWING IITLE: 00 Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 - --- RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 SIMPSON WINDLOAD I 1'--0" DEEP POOL x 4' DIA ==12.58 cu,ft. per vertical ft. II 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. CHARTS & CALCULATIONS i I•• � I I I II 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / STRONG-TIE DETAILS / LTP4 ROOF AREA = 57.4 sq/ft PLUMBING DIAGRAM I LTP4 LTP4 V = AXRxc AND ROOF RUN-OFF CALL. DETAIL licitA = 57.4 sq/ft R = 2" RAINFALL = .17 ft Simpson Strong-Tie C = COEFF. = 1.0 -�•-• Floor-to-Floor Connections NOTES: LTP4 DETAIL "B" V = 57.4 x 1 x .166667 = 9.6 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE MID ARE THE PROPERTY OF 1HE LTP4 Ridge Strapping DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BL s Detail PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL V- 1Y /1L Simpson Strong-Tie Fl or-to-Flocr Connections 9.6 / 42.25 VERTICAL FT. / ET = ,23 V.F. DFIELD ESI PRO DCN CONDITIONS F ESSIONAASSUMS DIMENSIONSE NO LIABILITY CR OMMI OLEY RESPONSIBLE DUES TO UN "OM" ',FIELD D FIE KER l USE (1)8 DIA. POOL 2'-0" DEEP - 2 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS Nrr € ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY OR FORMALLY ACKNOWLEDGED AS REVISION TO THOSE PLANS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 9.6/ 22,3 VERTICAL FT. / FT = .43 V.F. SEAL: DAIL: e ?,T _ R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL USE (1)6' DIA. POOL 2 DEEP = 2 U.F. AUGUST 03, 20____ N❑ SUBSTITUTIONS LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS PROJECT NO: AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE 1178-2024 All f t-aming hardware shown on these plans, PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: unless otherwise indicated, is Simpson Strong-Tie, HOUSE AND/OR LEADERS TO BE PIPED TO REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO �F y THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH / Nµ J. Ce4 BDK No substitutions are approved or authorized, lb THE REQUIREMENTS OF THIS SECTION. a �'� �0 POOLS (1/2 OF THE ROOF TO DRAIN TO EACH * HECKED BY: Due to the relationships o� framing hardware to ' z thc other components of the structure, any Framing R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE a ea 5IHEEI NUMBER: hardware substitutions will render these plans ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESESTANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). ��, _ - null and void, and will result in the installer/contractor OF NEW YORK STATE. <G, assuming responsibility for the design and DRAINAGE NOT REQUIRED DUE TO THE COVERED G2 performDnce of t:he entire systerl, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NFN� PORCH ADDITION 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS S LESS THAN 1000 SQ.FT. AND r ( I STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THIS IS CONSIDERED A DE MINIMIS ADDITION. Doe 3) CC NUMBER: V INSURE ALL RUNOFF IS CONTAINED ON THE PROPERTY . ,. . 6EHL°^DESIGN^ASSOCIATES, 1c _ A, _ _ E•' fi e ' KEHL DESIGN ASSOCIATES LLC residential & commercial de',ign o consulting 3 t P0.Box 1675 phone: 1631 A33-9084 Southold,New York 11971 E-Mail: ssbn650optonline.net 'r a Kehl Design Associates,LLC o fnrmerly D A r.Associates,LLC a k OWNERSHIP & USE OF DOCUMENTS: iA These drawings and specifications including the ideas, design and arrangements represented therein, ore the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall b(- 4 copied, disclosed to others or used in connection RIDGE VENT with any work or project other than for which HURRICANE STRAPPING they have been prepared without written consent. ASPHALT ROOF TO MATCH EXISTING RIDGE VENT REV: HURRICANE STRAPPING 15# FELT ON 7/16" SHEATHING f ON 2x6 ROOF RAFTERS 12 FLASHING 6 NOTCH TOP of 6x6 POST NOTCH TOP OF 6x6 POST FOR BEAM ATTACHMENT FOR BEAM ATTACHMENT - - - - AND BEARING (TYP) AND BEARING (TYP) / � i1q:::GIRDER PROVIDE HURRICANE STRAPPING ATTACHED TOGIRDER AND WRAPPING OVER THE RAFTERS 5'-1 PROVIDE HURRICANE STRAPPING ATTACHED TO (2) 2X6 GIRDER AND THE CEILING JOISTS AND WRAPPING OVER THE RAFTERS E AND THE CEILING JOISTS VENTED SOFFIT � I f i I 6x6 P.T POST WRAPPED I W/ 1 X (FINISH PER 6x6 1P.( POISH PEST WRAPPED7"X7" FINISHED SQUARE COLUMNS I EX CONIC LANDING/ i CONTRACT) CONTRACT) EX CONC LANDING/ STEP To REMAIN (TYP) (TYP) STEP TO REMAIN I I I - - I POST BASE SIMPSON ABA POST BASE SIMPSON ABA 6x6 ZMAX INSTALL PER I I I I I I I I MANUF SPECS) W/ 1/2" 6x6 ZMAX (INSTALL PER I I I WORK NOTES: MANUF SPECS) W/ 1/2" I I I DIA x 8" GALV ANCHOR 12" DIA x 48" D. I i i i i BOLT POST BASE SIMPSON ABA i i CONIC FOOTING (4000 i i DIA x 8" GALV ANCHOR 6x6 ZMAX (INSTALL PER I I psi) I I I 12" DIA x 48" D. MANUF SPECS) W/ 1/2" i i i 12" DIA x 48" D. i i i i CONC FOOTING (4000 DIA x 8" GALV ANCHOR L-J L__J CONIC FOOTING (4000 L_J L_J psi) BOLT psi) SIDE ELEVATION POST DETAIL FRONT ELEVATION 1 /4" = 1 '-0" 1 /4" = 1 '-0" 1 /4 ) = 1 '-0" yF d e 3 M tt� J Y I 3 SCOPE OF WORK: PORTICO COVERING OVER C; 0 _J EXISTING STOOP / STEPS TO O O REMAIN Ud � o EX FASTEN To EXISTING W/ �o >- < NOTE: CONTRACTOR TO VERIFY PROJECT: 5/16BOLT �V16R LAG o c. NEXISTING EXISTING ANDCTURAL ALTERED SPACES.ITY AT �`W I N KLER Iit CONSULT WITH A PROFESSIONAL �± w I p l SQUARE BRACKET EX CONIC LANDING/ ENGINEER TO EVALUATE ANY EXISTING FRONT �� ; I - m I ;I TO EX LEDGER I STEP To REMAIN CONCERNS C 0 V E R E D ENTRANCE w, x (TYP) I I I I I N � I 00. i �. ---=-- � - - - .F� 1830 LAUREL AVE - _ - -��- z�- - - - - J � � - - - - �-g - - - - -� � SOU r HOL® NEW YORIY' � 1'-0 , 2" V-0 , 2" 6x6 P.T POST (NOTCH 12" DIA x 48" t TOD OF POST FOR BEAM CONC FOOTING 6x6 P.T POST WRAPPED ATTACHMENT AND BELOW (TYP) 9'-10„ W/ 1X (FINISH PER BEARING (TYP) CONTRACT)(TYP) SCTM# 1000-056-01-002.02.4 DRAWING TITLE: .�-.. FRAM NG PLAN FLOOR PLAN FOUNDATION PLANS x 1 /4" = 1 '-0" 1 /4" = 1 '-0" AND DETAILS AS NOTED t NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERT,' OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL HF PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VE4'F7 1T FIELD COIJDITIONS AND DIMENSIOI6 AND BE SOLEY RESPONSIBLE FOR FIELD FI !Hi: i DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIOJS DU[ TO UNKN(jWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS A01' f FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, e R301 CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DAIE: k s R301 1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE AUGUST 03, 20.,<< CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LC)ADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED LY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1178-2024 IN ACCORDANCE WITH THE PROVISIONS of THIS CODE SHALL RESULT IN A SYSTEM © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. orr N DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE PROVIDE HURRICANE STRAPPING ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �A\P J. C�a y,rJ�, BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING IN ACCORDANCE WITH THE UNDER FEDERAL COPYRIGHT LAW. CHECKED BY: ELEMENTS TO THE FOUNDA-ION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2020 RESIDENTIAL CODE OF ter. z PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS of NEW YORK STATE PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THIS SECTION. SHEET NUMBEk: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF J4 L., I Z NOTE: PROVIDE FIRE BREAKS R�01.1.1 ALTERNATE PROVISIONS AS PER KEHL DESIGN ASSOCIATES, LLC. � F AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING V A ' / STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE 2020 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE _ �C: �� THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH RESIDENTIAL CODE OF PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ESS►�Nb� s THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. NCW YORK STATE PROOF OF PURCHASE. U(ib NUMBLR a" Acceptance of these drawings does not authorize the right to build without the authorization 1) AvdC ,vOrtD FRAMED CONSTRUCTION MANUAL (wFCM) of local governing agencies, such as Suffolk County Dept. of Health Services Town Building 2) AISI STANDARD FOP COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AiJD TWO FAMILY DWELLINGS (AISI—S230) p y conditions, codes, an requirements Departments, DEC, FEMA, etc. Verify all ditidd with such O KEHL-DESIGN°ASSOCIATES, LLC € ' 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. x r I=r .,, GENERAL NOTES: % !; K %SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION �� �a� General Notes: - - _ - C 0 N T R A C T 0 R N 0 T E Si !f 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF 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. GENERAL NOTES: # g # 2, FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 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 KEHL DESIGN ASSOCIATES LLC 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. g 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. hone: 631 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a I number and shall be manufactured by a registered manufacturer. P i AND PAY ALL FEES REQUIRED BY THE GOVERN NG BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 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. Kehl Design Associates,LLCoformerlyDAKAssociates,LLC 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 DOCUMENTS: 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 GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented 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. 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 with any work or project other than for which 6. a. Framing Lumber: I (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 PLUMBING, ELECTRICALS, ETC. 1 = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• 1 - 825 PSI C. HEAVY DROP CLOTHS PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH . © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 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 PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 8, a. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 9 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 10. B. EXCEPT LEGAL HOLIDAYS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 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. Acceptance of these drawings does not authorize the right to 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, CR 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 build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building 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 Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION, ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 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. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES: 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 R301 DESIGN CRITERIA AS PER THE 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 2020 RESIDENTIAL CODES OF 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 NEW YORK STATE 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 R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD • LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 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 SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 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. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY THE BUILDINGS AND STRUCTURES IN ACCORDANCE 25 Ibs/sgft 130 (mph) C SEVERE 3'-O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. WITH THE PROVISIONS OF THIS CODE SHALL RESULT 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 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE 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 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. THROUGH THE LOAD-RESISTING ELEMENTS TO THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FOUNDATION. BUILDINGS AND STRUCTURES OCCUPANCY OR USE LIVE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/e INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF 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 THIS SECTION. s) UNINHABITABLE ATTICS WITHOUT STORAGE b 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 ( METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(.2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STOR,,(' - 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE �kk 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. SUBJECT IT RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,it IS 180 MPH (290kps) OR LESS. PERMITTED SUE3 CT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, THE DESIGN SHALL COMPLY 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 WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INICHES) r 1) AWC WOOD FRAMED CONSTRUCTION MANUAL d h NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET rJRTH IN CHAPTER 4, (WFCM V E3 GUARDS AND HANDRAILS 200 FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL S 4 FEET SPAN 5 6 FEET SPAN 5 8 FEET FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf 50h AND TWO FAMILY DWELLINGS (AISI-S230) NO. 8 WOOD SCREW-R VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 $ PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES 3) ICC STANDARDS ON THE DESIGN AND PASSENGER HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH OF NEW YORK STATE. CONSTRUCTION OF LOG STRUCTURES (ICC400) HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BAOSED ANOCOHOR SCREW- ITH 2 16 12 9 REV: THE VERTICAL DISTANCE FROM GRADE: -- INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY THE HIGHEST ROOF SURFACE Ya INCH DIAMETER LWITH 2 W- =NA EXISTING 3 STORY BASED ANCHOR WITH 2 1s 1s 1s CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED A_S_ R CHAPTER 5 OF THE AS PER TABLE 506.2 STAIRS 40 c INCH EMBEDMENT LENGTH 2020 BUILDING CODE OF NEW YORK ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND PROJECT: STATE. ASHRAE 90.1-2016 WI N KLER 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 FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vult and a 45-foot mean roof height. RESIDENCE TOTAL HEIGHT FROM RIDGE TO GRADE NA EXISTING 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS b. Fasteners shall be installed at opposing ends of the wood structural panel. BASEMENT EGRESS a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE O THE 2020 RESIDENTIAL APPLIED OVER A 20-SQUARE-INCH AREA. c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into CODE OF NEW YORK AND FRONT ENTRANCE LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE `, 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 1830 LAUREL AVE E 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 SOUTHOLD NEW YORK 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 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE 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 SCTM# 1000-056-01 -002.024 WHICHEVER PRODUCES THE GREATEST STRESSES, d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA DRAWING TITLE: 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 GENERAL NOTES 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" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3, The energy rating index (ERI) approach in Section R406 NEW BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a NEW FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NOTES: g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTC SLAB d CRAWL EX, SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTN U-FACTOR FENESTRATION RNALUE FRAME WALL WALL RNALUE WALL RNALUE SPACE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e RNALUE RNALUE RNALUE &DEPTH RNALUE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE PLANE OF THE TRUSS FIELD CONDI110NS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2ft 10/13 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 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-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less SEAL: DATE: EX. 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 NOT REQUIRED NOT REQUIRED OCTOBER 02, 2024 NEW GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL WORK INSIDE EXISTING ALL WORK INSIDE EXISTING PROJECT NO: 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN � F NE 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 SUNROOM NA interior of the basement wall. 5 STRUCTURE STRUCTURE ` �5 MA ���- DRAWN BY182-2024 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15 19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the BDK NEW DECK NA / y ti MEMBER DEPTH. 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 CHECKED BY: THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE _. r COVERED ENTRANCE 57.4 sq.ft. insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall, cr DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS 4' J•-� 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 slob edge insulation a v ,Zw SHEET NUMBED: ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slobs shall not be required to p 0510C3 h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab p /w SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE 7 R � CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved Gr OFESSIONr IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f, Reserved ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation „ DOB NUMBER: OF plus R-5 continuous insulation. " i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the insulation is on the interior of the mass wall. ©KEHL-DESIGN•ASSOCIATES, LLC SIMPSCN STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS MTS 2 0 L T S 2 0 / ' ' COUG-FIR LARCH SO. PINE UPLIFT SIDE OF TRUSS, PROVIDE (1) HGA10KT ON ALLOWABLE LOADS s LOAD ® • ° SIDE OF CEILING JOIST FASTENERS LATERAL WITH TOTAL FOUR o /• o AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIFT t• CODE 8d NAILS N0. TO TO TO AVG (133/160) 8dx12 REF. RAFTERS ULT. NAILS ) INTO TRUSS l / PLATES STUDS (133) (160) F FZ (133& 1 / _ SITU, /I / m= = SIMPSON ° 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 RIL `HL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES l _ _ residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ'x12 I PO.Box 1675 phone: (631)433-9084 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / °• MODEL GA 2 INTD f ° Southold,New York 11911 E-Mail: ssbn654@optonline.net No. MAX. CLEAR ULT. LFTA LFTA REF. PLATES o o �• ° I p WIDTHSPAN L CITY DIA 1 2" 2�" 3" 3�" 1 2" 2J" 3' 34" EIGHT-, 00 8d NAIL P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO S -- - - - 12os 1400 s, 44, 85 OWNERSHIP & USE OF DOCUMENTS: LFTA 16 241" 17" 3811"16-10d — 4200 STUD s DALLO FIR LARCH / S0. S 3 °° These drawings and specifications Including the FASTENERS ALLOWABLE UPLIFT LOADS MODEL L AVG 10d 10d x 11" CODE REF, S T A 1 ideas, design and arrangements represented LFTA therein, are the property of KEHL DESIGN No. ULT. ° ASSOCIATES, LLC. No part thereof shall be 10d 10d x 1>4" (133 / 160) (133) (160) °° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 t000 3, 41, 128 ° ° HGA10 with any work or project other than for which " 11 they have been prepared without written consent, MT520 20 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 ° ° DETAIL K ART�'x12 0 0 0 LST20 20 12-10d 12-10d x 1}" 2383 775 720 720 3, 41CNW COUPLER DETAIL "Ell sTu 8"— COUPLER NUT DOUG-FIR-LARCH Equal number of o° SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails in °° TAKE-UP WASHER MODEL TYPECONN O- DI LOAD ALLOWABLE LOACS REF. NO. TION FLOOR ROOF 160) each end Simpson Strong-Tie (100) (125) 160 G 515 645 670 I C S 16 A R T8"x 12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 DEFLECTION DEFLECTION CODE MODEL STUD AVG LENGTH OF BOLT 2,3 AT HIGHEST REF. ° MACHINE AT HIGHEST °°o' NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE GA GA HB SB W H 8 So CL DIA5•e DESIGN LOAD DESIGN op° QTY DIA 1�^ 2" 24" 3" 3I" 5"* LOAD WHEN RAISED OFF o THEL PLAT o 0 HD2A 16 1:2 4 2 " 2J" 8" 2`a" " 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 AVG DF / SP CODE N0. W L STUD PLATE ULT. (133)' (160) REF. SP4 3a" 74" 6-10d x 1}" 2917 735 885 7, 40, 127 9 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA L NAILS 100 FLOOR (133) (160) REF' °O WORK NOTES: LSTA21 20 1 21 16-10d 905 1 1205 1295 7, 40, 90 1 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 1��R (133) (160) REF. Simpson Strong-Tie STU 8 - MSTA24 18 1 24 1 - Od 1025 1370 1 1640 1 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER N0. L END SPACING REF, HD2A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6pson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 123s 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS DN. UOUG-FIR LARCH./SO. PINE ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W [HJ B HEADERS JOISTS AVG UPLIFT FLOOR too SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CN W_ LUS46 18 3�" 41" 2 4-16d 4-'6d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" COUPLER NUT HUS210-2 14 38^ 9, " 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 1 ARTJ'x12 STU 5 DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS 8 FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. SIMPSON TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 HGA10KT 1 14 4-SDSJ"xl�" 4-SDSJ"x3" 1523 435 435 1165 940 - II USE A MINIMUM OF MTS 16 S P 4 r; • ,1 TWO 8d NAILS THIS MTS 1 6 II SIDE OF TRUSS, HD2A CNW- COUPLER NUT sP4 PROJECT: WINKLER /• ii ANCHOR BOLTS TOTAL FOUR SE A MINIMUM BF LSTA21 T A 21 S I M P S O N I 8d NAILS TWO 8d NAILS THIS � STU ' INTD TRUSS SIDE OF TRUSS. °° o SIMPSON /I / TOTAL FOUR /. TAKE-UP WASHER Strong-Tie l Ij 8d NAILS °. LSTA21 HUS210-2 RESIDENCE 1, INTO TRUSS ( " ' BASEMENT EGRESS AND FRONT ENTRANCE TWO o ° FI ' s AIL To ° ° PLATES °0 °° TWO Bd NAIL 8d 1830 LAUREL AVE INTO 'NT° ° DETAIL "A" STUD Simpson Strong-Tie PLATES °®° H7 EIGHTo SOUTHOLD, NEW YORK I8d N NTO AIL o..... ' DETAIL "D" DETAIL "Gil DETAIL "J" STUD H7 pson Strong-Tie Simpson Strong-Tie DETAIL "L11 SCTM# 1000-056-01 -002.024 LFTA LFTA BP ROD SYSTEM LFTA °° ° l i DRAWING TITLE: °°°°° Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 II II RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 SIMPSON WINDLOAD V-0" DEEP POOL x 4' DIA ==12.58 cu.ft, per vertical ft. V-0" DEEP POOL x 6' DIA, = 22.3 cu.ft. per vertical ft. CHARTS & CALCULATIONS l I l I V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft, per vertical ft. I'• l� i i 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft, per vertical ft. / STRONG-TIE DETAILS / I•. LTP4 ROOF AREA = 57.4 sq/ft PLUMBING DIAGRAM LTP4 AND LTP4 V = AXRxc A 57.4 sq/ft ROOF RUN-OFF CALC. DETAIL "C" R = 2" RAINFALL = .17 ft Simpson Strong-Tie C - COEFF. - 1.0 NOTES: Floor-t o-Floor Connections V = 57.4 x 1 X .166667 = 9.6 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LTP4 DETAIL "B" Ridge Strapping DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE LTP4 Detail PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 9.6 / 42.25 VERTICAL FT. / FT = ,23 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR USE (1)8' DIA. POOL 2'-0" DEEP = 2 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 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 9.6 . . = T E: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. / 223 VERTICAL FT / FT .43 V.F. SEAL: DA R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL USE (1)6' DIA. POOL 2 DEEP = 2 V.F. OCTOBER 02, 2024 LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS PROJECT NO: NO SUBSTITUTIONS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE F N 1182-2024 PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE POOLS TO BE PLACED ON OPPOSITE SIDE OF , Y DRAWN BY: All framing hardware shown on these plans, � o unless otherwise indicated, is Simpson Strong-Tie, REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO HOUSE AND/OR LEADERS TO BE PIPED TO a . BDK THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH No substitution are approved or authorized, THE REQUIREMENTS OF THIS SECTION. POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: Due to the relationships of framing hardware to POOL MAINTAIN MIN. OF 20 FEET FROM SEPTIC ' > the other components of the structure, any framing R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING n W SHEET NUMBER: hardware substitutions will render these plans STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). �^ _ null and void, and will result in the installer/contractor ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESESTANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE �o• o5�a9h OF NEW YORK STATE. O assuming responsibility for the design and DRAINAGE NOT REQUIRED DUE TO THE COVERED A%rESSIoNp\' G 2 performance of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS PORCH ADDITION IS LESS THAN 1000 SQ.FT. AND (AISI-S230) THIS IS CONSIDERED A DE MINIMIS ADDITION. DOB NUMBER: OF 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) INSURE ALL RUNOFF IS CONTAINED ON THE PROPERTY 0 KEHL•DESIGN•ASSOCIATES, u.c Built-in Ladder „ " .: 54/ r!<'/An/'ASIX Area to be Detailed for ' '' - -- Egress Window and Well ,/ , -- m — - - - BASEMENT EGRESS WINDOW PLAN 1 ��h � 7-���ff WELLCRAFT 49"X42"X62' FRONT PORCH PLAN GRAY MODULAR EGRESS SCALE: 1/4"= V-0" SCALE: 1/4" 1'-0" KEHL DESIGN ASSOCIATES, LLC = WINDOWWELL OR EQUAL esidentiol & commercial design ® consulting PO.Box 1675 phone: (6311 433-9084 Install as Per Mont. Specs. Southold,New York 11971 E-Mail: sslan654Coptonline.net and Residential Building of Kehl Design Associates,LLC o formerly D A K Associates,LLC New York State 2020 OWNERSHIP & USE OF DOCUMENTS: EXISTING EXISTING EXISTING These drawings and specifications including the REC REC ideas, design and arrangements represented ROOM ROOM UTILITY therein, are the ASSOCIATES LLC.pro pat thereof soperty of KEHL hall be DESIGN ROOM copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RIDGE VENT HURRICANE STRAPPING © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ED NOTCH TOP OF 6x6 POST NOTCH TOP OF 6x6 POST WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE FOR BEAM ATTACHMENT FOR BEAM ATTACHMENT SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT AND BEARING (TYP) AND BEARING (TYP) TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 5'-1 2 2x6 GIRDER EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ' 0" i PROVIDE HURRICANE ( ) STRAPPING ATTACHED TO GIRDER AND EXISTING WRAPPING OVER THE right to Acceptance of these drawings does not authorize the ri EXISTING EXISTING UTILITY RAFTERS AND THE P g g CEILING JOISTS build without the authorization of local governing agencies, such REC REC ROOM ; 6x6 P.T POST WRAPPED as Suffolk County Dept. of Health Services, Town Building ROOM ROOM 6x6 P.T POST WRAPPED W/ 1X (FINISH PER Departments, DEC, FEMA, etc. Verify all conditions, codes, EX CONIC LANDING/ W/ 1 X (FINISH PER CONTRACT) and requirements with such agencies encies p riot to construction. STEP TO REMAIN CONTRACT) (TYP) (TYP) WORK NOTES: R301 DESIGN CRITERIA AS PER THE POST BASE SIMPSON ABA 2020 RESIDENTIAL CODES OF I I I I 6x6 ZMAX (INSTALL PER NEW YORK STATE I MANUF SPECS) W/ 1/2" 12" DIA x 48" D. I I POST BASE SIMPSON ABA I I CONC FOOTING (4000 I I DIA x 8" GALV ANCHOR R301.1 APPLICATION BUILDINGS AND STRUCTURES, 6x6 ZMAX (INSTALL PER I I BOLT AND PARTS THEREOF SHALL BE CONSTRUCTED TO Install as Per Manf. Specs. MANUF SPECS) W/ 1/2" I I psi) I I 12" DIA x 48" D. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD DIA x 8' GALV ANCHOR L- L_J CONIC FOOTING (4000 LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, EXISTIN G FOUNDATION PLAN and Residential Building of BOLT psi) SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF SCALE: 1/4" = 1'-0" New York State 2020 THE WITH THE PROVISIONS OF THNGS AND IS CODE SHALLS IN RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD R310.2.3 WINDOW WELL Simpson Hanger S D E E L E VA T O N P 0 S T D E TA L PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN The horizontal area Of the Window well Shall not be less than 9 square feet, 2x6 ACQ Sill 3 1 /4" = V-0" 1 /4"' = 1 ,-0 THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES with a horizontal r0 ectlon and width of not less than 36 . The area of the p ALL CONSTRUCTION CONFORMS WITH THE 2020 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE p 1 Dri Ca RESIDENTIAL BUILDING CODE OF NEW YORK STATE ALL CONSTRUCTION CONFORMS WITH THE 2020 DEEMED TO COMPLY WITH THE REQUIREMENTS OF window well shall allow the emergency escape and rescue opening to be fully 2X12 ACQ Window Buck RESIDENTIAL BUILDING CODE OF NEW YORK STATE THIS SECTION. opened (See Detail Below) 5" R301.1.1 ALTERNATE PROVISIONS p N 4 AZek Casing AS AN ALTERNATIVE TO THE REQUIREMENTS IN \_ SECTION R301.1 THE FOLLOWING STANDARDS ARE R310.2.3.1 LADDER AND STEPS Provide 2X12 ACQ l� F THE THIS ENGINEERED EANDPERMITTED J THELIMITATIONS ECT TO THE ITHEIREIN.ONS OWHERE Window wells with a vertical depth greater than 44 inches shall be equipped =I� 400 Series DESIGN S USED IN CONJUNCTION WITH Buck around all C ci THESE STANDARDS, THE DESIGN SHALL COMPLY With a permanently affixed ladder or Steps usable With the window in the 6 o _J WITH THE BUILDING CODE OF NEW YORK STATE. Basement Windows Andersen Window well Built-In Ladder e\ fully Open position. CW1 Z5p �w p 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (See Detail Below) I�VV J I\ D_ � (WFCM) FASTEN TO EXISTING W/ (n >_ Q 2) AISI STANDARD FOR COLD-FORMED STEEL 5/16"x8" POWER LAG N FRAMING - PRESCRIPTIVE METHOD FOR ONE- 00 1 � Compacted Gravel BOLT 16" O.C. AND TWO FAMILY DWELLINGS (AISI-S230) BASEMENT --- --- -. Ij I 3) ICC STANDARDS ON THE DESIGN AND - ; I WQ SQUARE BRACKET CONSTRUCTION OF LOG STRUCTURES (ICC400) \� \ a.Q a �I E T --- --------MI--------- '-- --- l-;1 TO E> LEDGER WELLCRAFT 49"X42"X62" i� — "' ° XI: w - X (TYP) REV: GRAY MODULAR EGRESS x - ,. .°. < o N c� 7 cv RIDGE VENT WINDOW WELL OR EQUAL e ° Compacted �I ;� HURRICANE STRAPPING - ASPHALT ROOF TO MATCH EXISTING PROJECT. �/�/�Nf\LER li � —J it I aoo series Sand and Gravel ��a \ J 15# FELT ON 7/16" SHEATHING / Andersen ON 2x6 ROOF RAFTERS 12 RESIDENCE CW135L - Existing 16% 8" Conc. FTC. TOP P.T POST (NOTCH 12" I FOOTING FLASHING 6 R 13 Insulation - BASEMENT EGRESS ' " ATTACHMENT AND BELOW (TYP) PROVIDE HURRICANE _ _ Min. 3 \_ — -0 Below Final Grade BEARING (TYP) STRAPPING TO ATTACHEDND - - - - WRAPPING OVER THE AND FRONT ENTRANCE RAFTERS AND THE EGRESS WINDOW WELL. F� RAM G P � A CEILING JOISTS 9-10EXISTINGVENTED SOFFIT 1830 LAUREL AVE REC 1 /4" = V-0" SOUTHOLD NEW YORK ROOM CROSS SECTION A 7"X7" FINISHED SQUARE COLUMNS ALL CONSTRUCTION CONFORMS WITH THE 2020 1 SCTM# 1000-056-01-002.024 0 RESIDENTIAL BUILDING CODE OF NEW YORK STATE EX CONIC SCALE: 1/2"= V-0" STEP TO REMAIN DRAWING TITLE: WINDOW WELL PLAN _ - - - BASEMENT EGRESS WINDOW U o 0 POST BASE SIMPSON ABA PLAN AND FRONT ENTRANCE F- 6x6 ZMAX (INSTALL PER PLANS AS NOTED R305.1 .1 Basements 0w o MANUF SPECS) W/ 1/2" I I I I Note: Top of Buck is Portions of basement that do not contain habitable space or hallways shall ° CL DIA x 8" GALV ANCHOR p y FASTEN TO EXISTING W/ >- Q BOLT I I I I NOTES: Supported By Legs I I have a ceiling height Of not less than 6 feet 8 inches. 5/16"x8" POWER LAG IN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I BOLT Q 16" O.C. 12" DIA x 48" D. I I I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2 4 7/8 I -:2EE -- I CONIC FOOTING (4000 i i i PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL X4 Strong-Tie Tie THD5040OHMG I I SQUARE BRACKET psi) FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE 2 g i Exception: At beams, girders ducts or Other obstructions, the ceiling height I I_� m V -_-I ' TO EX LEDGER DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Titan HD Screw Anchors or Equal I I `Xol I wi X (TYP) UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I I shall be not less than 6 feet 4 inches from the finished floor. 'X4 I o; I N FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Note: Provide Temporary Braces Inside Buck _ _ _ 00 _ _ -� �� FRONT ELEVATION SEAL: DATE: CXD To Insure That it Stays Square or Install R310.2.3 WINDOW WELL � . - ------------�---------- ----- -�'_ y q � The horizontal area of the window well shall not be less than 9 square feet, `' - -('�- �6-I- - - - �-' 1 /4)) = 1 '-0" P� OF N w r PROJECT No: PI wood Squares on the Corners. `�' FROVIDE HURRICANE STRAPPING y q I " 6x6 P.T POST (NOTCH 12" DIA x 48" J.1y p�v DRAWN BY: i� with a horizontal projection and Width of not less than 36 . The area of the TOP OF POST FOR BEAM CONIC FOOTING ALL CONSTRUCTION CONFORMS WITH THE 2020 22�,` BDK IN ACCORDANCE WITH THEATTACHMENT AND BELOW 2020 RESIDENTIAL CODE OF 2X12 ACQ Window Buck (TYP) RESIDENTIAL BUILDING CODE OF NEW YORK STATE ---- - --� r•------ -- window well Shall allow the emergency escape and rescue opening to be fully BEARING (TYP) ,r.+fl .� CHECKED BY: NEW YORK STATE I l opened t � p � P I I ALL HEALERS ARE TO BE I I p �2 "�y ` SHEET NUMBER: (2)13/4"X 9Y," LVL UNLESS OTHERWISE NOTED Note: Legs of Buck are I I FRAMING PLAN OAR�FESSIONP�'��` g I I R310.2.3.1 LADDER AND STEPS Al 01 [,,ATE. PROVIDE FIRE SPEAKS Resting on Base of Buck Window wells with a vertical depth greater than 44 inches shall be equipped 1 /4 = 1 -o AS PER ALL CONSTRUCTION CONFORMS WITH THE 2020 DOB NUMBER: OF THE 2020 2'-7 7�8" with a permanently affixed ladder or steps usable with the window n the RESIDENTIAL BUILDING CODE OF NEW YORK STATE PESDENTAL CODE of y open p fully 0 OSItIOn. ©REHL•DESIGN•ASSOCIATES, LL(' NEW YORK STATE CW135L WINDOW BUCK DETAIL [At P0 EN D r&i E N T 3P ,- 510q l GENERAL NOTES: Iva ' l -r ��i J/�'r�/. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CO NIT RACTO R N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF % ml� Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Fir Larch 2 or better. 1. All studs to be SPF 2 or better, and all other structural wood to be Douglas GENERAL NOTES: # g - = 2, FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wooc construction - latest edition. KEHL DESIGN ASSOCIATES LLC 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. residential a 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 o. 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.Box1675 hone: 631 433-9084 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 ma•lufacturer. p 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 11971 E-Mail: ssbn654@optonline.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5• Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 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 COIJDUITS. ehioesignAssoclates,LLcotarmerlyoAlcAssaciates,LLc 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. OWNERSHIP & USE OF DOCUMENTS: 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. 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 FCR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented 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. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 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 E 1,600,000 PSI THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO TH= 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 AR'=A BY MEANS OF TEMPORARY PARTITIONS OR 7 Fb - 825 PSI C. HEAVY DROP CLOTHS. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8 9. Design values: ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a• Laminated Veneer Lumber (LVL): ACCUMULATION. PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 9 Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 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, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 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. Acceptance of these drawings does not authorize the right to 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 build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building 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 Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS. 6 SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 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. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES: 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 R301 DESIGN CRITERIA AS PER THE 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 2020 RESIDENTIAL CODES OF 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 NEW YORK STATE 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 R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I 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 SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 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. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. j MENT REQUIRED HAZARDS CATEGORY THE BUILDINGS AND STRUCTURES IN ACCORDANCE 25 Ibs/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. WITH THE PROVISIONS OF THIS CODE SHALL RESULT 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 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE 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 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. THROUGH THE LOAD-RESISTING ELEMENTS TO THE DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 202C', RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION. BUILDINGS AND STRUCTURES OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF 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 THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS, METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT ---- ---- AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS,PERMANENTLY INS'ALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A C,'.i'ACITY _ SECTION R301.' THE FO_.L.0'NIINi3 S TANDARDS ARE - 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 ASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED +ISITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Veit IS 180 MPH (290kps) OR LESS. PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, THE DESIGN SHALL COMPLY 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 WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) )1 AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILS 200h FASTENER TYPE NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, (wFCM) PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL FOUNDATIONS OF THE 2020 RESIDENTIAL CODE OF NEW`IORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL _< 4 FEET SPAN < 6 FEET SPAN < 8 FEET ' FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf 50h N0. 8 WOOD SCREW- AND TWO FAMILY DWELLINGS (AISI-S230)PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES 3) ICC STANDARDS ON THE DESIGN AND HEIGHT =IRE AREA 50 INCH EMBEDMENT LENGTH OF NEW YORK STATE. CONSTRUCTION OF LOG STRUCTURES (ICC400) NO, 10 SCREW-HEIGHT. BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANOCHHOR OD WITH 2 16 12 9 R EV: THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY THE HIGHEST ROOF SURFACE Y4 INCH DIAMETER L w- CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS) BASED =NA EXISTING 3 STORY BASED ANCHOR WITH WITH 2 2 16 16 16 A77P CHAPTER 5 OF THE AS PER TABLE 506.2 STAIRS 40c INCH EMBEDMENT LENGTH ' 2020 BUILDING CODE OF NEW YORK ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND PROJECT: STATE. .ASHRAE 901-2016 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 WlNf\LER FOR SI: a. This table is based on 180 mph ultimate design wind speeds V It and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE NA EXISTING 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 IN, Fasteners shall be installed at opposing ends of the wood structural panel. NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS RESIDENCE a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. APPLIED OVER A 20-SQUARE-INCH AREA, Fasteners shall be located a minimum of 1 inch from the edge of the panel. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into CODE OF NEW YORK BASEMENT EGRESS LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT 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. 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 1830 LAUREL AVE 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 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SOUTHOLD, NEW YORK 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 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 SCTM# 1000-056-01 -002.024 WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA DRAWING TITLE: 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 GENERAL NOTES EXISTING 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" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 NEW CRAWL SPACE NA. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NEW FINISHED BASEMENT NA, TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a NEW FIRST FLOOR NA, INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NOTES: RECONFIGURED FIRST FLOOR NA, g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE THE JOISTS AND RAFTERS IS 42 INCHES CF; GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTa SLAB d CRAWL EX. SECOND FLOOR NA, MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAMEWALL WALL , R-VALUE WALL R-VALUE SPACE° DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e R-VALUE R-VALUE1 R-VALUE &DEPTH R-VALUE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL NEW SECOND FLOOR NA, FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPT DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA, THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 200R13+5h 8/13 19 10I13 10,2ft 10/13 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC (HOUSE)(c) NA, BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 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 SEAL: DATE: EX. 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 NOT REQUIRED NOT REQUIRED NEW GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. OCTOBER 02, 2024 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 column applies to all glazed fenestration. ALL WORK INSIDE EXISTING ALL WORK INSIDE EXISTING PROJECT NO: SCREENED PORCHES NA. 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 1182-2024 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. STRUCTURE STRUCTURE DRAWN BY: SUNROOM NA. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD '15 19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavityinsulation at the NEW DECK NA. MEMBER DEPTH. / BDK 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 CHECKED BY: THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE *^ ENTRANCE STAIRS NA. insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. •.•"�'.'`, �t„"a `- DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS 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 ^_, .>'?._,..y�,;:..' ^� SHEET NUMBER: ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to 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 G 1 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 ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. E - (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5° means R-13 cavity insulation DOB NUMBER: OF plus R-5 continuous insulation. *' i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the insulation is on the interior of the mass wall. ©KEHL-DESIGN•ASSOGATES, uc f ; . �1.� ����; \IM-M i Area to be Detailed for /,/ I _ }; ti [ Egress Window and Well Simpson Hanger 4'-1" KEHL DESIGN ASSOCIATES LLc 2x6 ACQ Sill 8" 3'-10" residential & commercial design a consulting N 2X12 ACQ Window Buck \ PO.Box1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net (See Detail Below) _ — 4" Azek or Equal Casing Head N - Kehl Design Associates,LLC o formerly D A K Associates,LLC Provide 2x12 ACQ OWNERSHIP & USE OF DOCUMENTS: � �' N Grade These drawings and specifications including the Buck around all `;' `400 Series ideas, design and arrangements represented R305.1.1 Basements �, o Retaining Wall Block therein, are the property of KEHL DESIGN Basement Windows Andersen ASSOCIATES, LLC. No part thereof shall be Portions of basement that do not contain habitable space or hallways shall ' Installed as per Manf. Specs, copied, disclosed to others or used in connection (See Detail Below) CW135L with any work or project other than for which EXISTING EXISTING have a ceiling height of not less than 6 feet 8 inches. 4" Azek or Equal Casing Head they have been prepared without written consent. REC REC EXISTING UTILITY i 3 —0 ROOM ROOM ROOM Exception: At beams, girders ducts or other obstructions the ceiling height BASEMENT '�' Min. �r © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR shall be not less than 6 fe?1 4 Inches from the finished floor. ��� `•j Gravel PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ° COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT fC lc Compacted Soil WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE ^�► �%� i� SOLE PROPERTY OF KEHL DESIGN ASSOCIATES LLC. THE RIGHT R310.2.3 WINDOW WELL Sand and Gravel TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED The horizontal area of the window well shall not be less than 9 square feet EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. with a horizontal projection and width of not less than 36". The area of the R-13 Insulation Existing 16 x 8„ Conc. FTG. window well shall allow the emergency escape and rescue opening to be fully Acceptance of these drawings does not authorize the right to opened Min. 3 -0 Below Final Grade build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, EXISTING R310.2.3.1 LADDER AND STEMS EGRESS WINDOW WELL and requirements with such agencies prior to construction. EXISTING EXISTING UTILITY 9 Window wells with a vertical depth greater than 44 inches shall be equipped REC REC ROOM pi WORK NOTES: ROOM ROOM with a permanently affixed ladder or steps usable with the window in the CROSS SECTION R301 DESIGN CRITERIA AS PER THE A 2020 RESIDENTIAL CODES OF fully open position. NEW YORK STATE SCALE: 1/2"= 1'-0" 101 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 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 Note: Top of Buck is CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF Supported By Legs I THIS SECTION. EXISTING FOUNDATION PLAN 2' 4 /8'f R30 AN ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN X4 ' Strong Tie THD5040OHMG SECTION R301.1 THE FOLLOWING STANDARDS ARE SCALE: 1/4"= 1'-0" I I 2 PERMITTED SUBJECT TO THE LIMITATIONS OF THE Titan HD Screw Anchors or E UaI THIS CODE AND THE LIMITATIONS HEREIN. WHERE q ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY Note: Provide Temporary Braces Inside Buck WITH THE BUILDING CODE OF NEW YORK STATE. co To Insure That it Stays Square or Install l� 1) AWC WOOD FRAMED CONSTRUCTION MANUAL Retaining Wall Block Plywood Squares on the Corners. � (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— Installed as per Manf. Specs. _ 2x12 ACQ Window Buck AND TWO FAMILY DWELLINGS (AISI—S230) ---- — -- ------ — 3) ICC STANDARDS ON THE DESIGN AND I I CONSTRUCTION OF LOG STRUCTURES (ICC400) I � I I I I REV: I R31013 WINDOW WELL Note: Legs of Buck are The horizontal area of the window well shall not be less than 9 square feet, Resting on Base of Buck with a horizontal projection and width of not less than 36". The area of the window well shall allow the emergency escape and rescue opening to be full 2'-7 7 8" PROJECT: g y p p g y d : a � WIIVKLER opened a 400 Series/2 RESIDENCE 3'-11 1 " EauALa, Andersen R310.2.3.1 LADDER AND STEPS CW1 35L C W 15 5 L WIND 0 W BUCK D E T A I BASEMENT EGRESS a Window wells with a vertical depth greater than 44 inches shall be equipped A. a 1 1830 LAUREL AVE I a with a permanently affixed ladder or steps usable with the window in the SOUTHOLD, NEW YORK fully open position. SCTM# 1000-056-01-002.024 DRAWING TITLE: BASEMENT EGRESS WINDOW PLAN AND DETAILS AS NOTED NOTES: EXISTING / THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE REC PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ROOM UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, SEAL: DATE: OCTOBER 02, 2024 PROJECT NO: 1182-2024 PROVIDE HURRICANE STRAPPING DRAWN Y: IN ACCORDANCE WITH THE BDK 2020 RESIDENTIAL CODE OF CHECKED BY: NEW YORK STATE SHEET NUMBER: ALL HEADERS ARE TO BE (2)14"XISE NOTED LVL UNLESS OTHERWISE WINDOW WELL PLAN Al01 NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, uc