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HomeMy WebLinkAbout51041-Z ttt TOWN OF SOUTHOLD ����" BUILDING DEPARTMENT n�, TOWN CLERK'S OFFICE Y` SOUTHOLD, NY h 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: 8/6/2024 Permission is hereby granted to: Batterman, John . 1830 Laurel A....... .... .... .. . ..._._ ... .. .. .. .... .... Ave Southold, NY.. 11971.521 1 _ .... .... ....� ......_. �.—--------- _._ 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 #473889 Sec/Block/Lot# 56.-1-2.24 Pursuant to application dated 6/10/2024 and approved by the Building Inspector. To expire on .._.........215/2026 .. __ Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $540.00 CO -ALTERATION TO DWELLING $100.00 Total: $640.00 J- 1xk)...................................................... ...... . w..........__ Building Inspector t ea TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 jitl s:/www. otitholdtownn , loy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT No. 5 1 0 I I Building lnspector.— incompleteO � li ations and forms must be filled out in their entirety. u , �►PP c applications will not be accepted. Where the Applicant Is not the owner,an )W'1 of 50L� L' '' 1. Owner's Authorization form(Page 2)shall be completed. I Date:06/05/24 OWNER(S)OF PROPERTY: Name:Caryll Batterman SCTM#1000-64& 5to — .-.2 24 Project Address:1830 LaurelAve Phone#: Email: Mailing Address: CONTACT PERSON: Name:Mark Winkler Mailing Address:11 Conant Rd Phone#: _ _ Email:m winkler4 mall 13 0213 203 3 @9 9 DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Burt's Reliable Mailing Address:1515 Young's Ave Phone#:631-602-3124 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [ilOtherAdding central AC $16500 Will the lot be re-graded? ❑Yes @@No Will excess fill be removed from premises? ❑Yes RNo PROPERTY INFORMATION ,.1 Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes J@No IF YES, PROVIDE A COPY. N Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):M a rk Winkler EAuthorized Agent ❑Owner Signature of Applicant: Date: 06/06/24 YV1� C c� STATE OF NEW-YOM) SS: KAO COUNTY OF �-' el,� 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 n 6 day of June 20 24 Notary 9blic PROPERTY OWNER AUTHORIZATION KR Nota E Pry Public Nota1ic (Where the applicant is not the owner) Connecticut My Commission Expires Dec 31, I2026 Caryll Batterman residing at 1830 Laurel Ave M15Atk - d Mark Winkler o hereby authorize 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 DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 0710912024 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 poli.cy(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 RAMC MaX GomeS MARSH USA,LLC. CT """ 1166 Avenue of the Americas PHONE 347-328-3107 mmm _,mm New York,NY 10036 E-MAIL mSx ales mafsh CC7t71 Attn:NewYork,certs@Marsh.com AR RESS _ INSURER S AFFORDING COVERAGE NAIC It .... - - :... .... ....m.� CN101414839-PETRO-ACORD-23- INsuRER A: National Union Fire Ins Co Pittsburgh PA INSURED INSURER B: AIU IflSllranCe Hardy Plumbing&HVAC ---mm' 1654 County Rd.39 INSURER C: NIA Southampton,NY 11968 INSURER D INSURER E INSURER.F COVERAGES CERTIFICATE NUMBER: NYU11985W7•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. _._._. _. -....... __ .. _1........... t TR AODY STJSR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER MM/DD MMtD'DIYYYY A X COMMERCIAL GENERAL LIABILITY GL7032451 10/0112023 10/01/2024 EACH OCCURRENCE $ 1,000,000 �_y�_.e... � mmbA%nn��"f��tBt4TEt1.. CLAIMS-MADE I "�OCCUR 500,000 10,000 X XCU MED EXP(Any one person) .... ., �.-................ ._m ...._ _.. ...e. X Contractual ONAL8ADVINJURY $ 1,000,000 PERS,....,._....,..�...-,,..�---.,......... , ... GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 5,000,000 -X POLICY . JECT LOC SIR -S-COMP/OPAGG ....$..m__----- ••••• 1,000,000 PRODUCT2000,000 AUTOMOBILE LIABILITY Ea MINE LIMIT $ C COMBINED SINGLE wde ANY AUTO BODILY INJURY(Per person) $ ......._.OWNED SCHEDULED ..BODILY INJURY(Per PROPERI"YCfiAMAO,E accident) $ ......._ HIRED NON-OWNED $ AUTOS ONLY AUTOS AUTOS ONLY AUTOS ONLY (Per a1° atl rvi ,�• ,„, ,--•• „— UMBRELLA LIAB OCCUR HOCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE _ .,..,_ $.....,, _---....._.._............._.... ......F_7.— .�..,_.. DED RETENTION$ $ - B WORKERS COMPENSATION WC 016440041(CT,DE,MA,MD,MI,NH, 10/01/2023 10/01/2024 X STnuT�m � HRH AND EMPLOYERS'LIABILITY E L DISEASE ACCIDENT $ 1,000,000 (Mandatory in NH) YIN NJ,NY,PA,RI,VA,W i� OFFICER/MEMBER EXCLUDED? 1,000,000 ANYPROPRIETORIPARTNERIEXEGUTIVE N � E L EAC ASE-EA EMPLOYEE $ N/A If yes,describe under ............ -._.. w............... DESCRIPTION OF OPERATIONS below E. DISEASE-POLICY LIMIT $ 1,000,000 L. DESCRIPTION OP:O TI / O dziltioual Remarks Schedule,may be attached if more space is required) TVVVT CERTIFICATE HOLDER 2 CANCELLATION 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 I ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh@southoldtownny.gov — sea nd southoldtownn . ov 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 CD I request an email copy of Certificate of Compliance Elec. Address.: 10 Normandie La. East Moriches NY 11940 .SOB SITE INFORMATION (All Information Required) Name: Mark Winkler Address: 1830 Laurel Ave Cross Street: Pond Lane Phone No.: Bldg.Permit 151 oLd email: Tax Map District: 1000 Sectiion:056.00 Block: 01.00 Lot:002.024 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Pie i -Cle ; Square Footage: Circle All hat Apply: Is job ready for inspection?: YES rV NO Rough In Final Do you need a Temp Certificate?: YES 0 NO Issued On T+ernp Information: (All information required) Service Size®1 PhE]3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground MOverhead # Underground Laterals 1 M2 H Frame M Pole Work done on Service? El Y Ni Additional Information: PAYMENT DUE WITH APPLICATION T LotITE 29 D ELECTRIC N� TR I ISION LINES COMPANY r 2 g0 G 1 I 1 3t35oE N N•750 A o O .60 V` 1 0%66,L56 SA. O f �t 0 �o G - N o �D• v � PRpP�ED� 4"- � at•a% 00, 1 "1 1 0�_ 1 I SURVEY FOR SUFFOLK COUNTY DEPARTMENT OF IMM 9EflVW MOH R I N G ENTERPRISES, INC. MAR 9 1993 _ _ �Y LOT NO. 30, "LONG POND ESTATES,SECTION TWO"Olum ONLY FAR: 12 1995 92 DAM r0 W S.REF.10. 9At�—�� AT ARSHAMOMAQUE DATE. JAN 31, 1992 The sewage disposal and water supply tatlRies for this SUFFOLK COUNTY TOWN OF SOUTHOLD SCALE I 50' location have been inspected by this Deyarimenterld/or I NEW YORK No 92- 0093 other egg and to to sabsI Ty, N WMUTHORI2LD ALTZMATION OR ADDITION TO THIS ; 7 7 fONVEY e A VIOLATION 0/SECTION 7209 OF THE ' N!W TORN STATE EDUCATION LAD Chief ftmtf of Wastewaier Management R CO►ICS S THIS SURVEY NOT KARNO THE LAND NOT Of COS LID EO SEAL ON VALID R SELL!MALL ��NE<Rr y NOT R NTEES IMOIC TO K A EONS TRUE COPY t THE PfRNTEES RIWHOM O E SURVEY SMALL RUN ONLY fi -` HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCTAMCON FOR BEHALF TO THE TITLE C 14 NY,GOVD �P W. Y AMD OI HIS K11ALF TO THE TITLE COMPANY,OOVUN• (/� R MEAMOT D MAI NI�MSOURCE 0/WATER M110TE-.►ULLIC_ MENTAL AGENCY AND LlNOINO INSTITUTION LI STfO y K. R SIIFF CO TAIL f1At pST 11CT10N 65-KOCR-I LO7 j MERLON,AND TO THE MSI°NLLS OF THE LENDING T S 1N MTNLIN ARE MO DWLLLUIS{WITHIN 100 FEET OF THIS MOPER.. NSTITUT101 GUARANTEES AMC NOT TRANSFENABLE , OTMLR THAN THOSE SHOWN HEREON TO A001710HAL INSTITUTIONS OR SUBSEQUENT JL M INC WATER SUPPLY AND{E11MSL DISMAL SYSTEM FOR THIS ROIDEMCE °DIMS *DISTANCES SHOWN HEREON FROM PROPERTY UMLS WILL CONFOMI 10 THE lTANMRDS OF THE SWFOLR COUNTY D!►ARTNlNT TO EXISTING STRUCTURES TR E TURp AMCA FOR A SPECIFIC TABL OF HEALTH SONICLS ,1 PURPOSE AND ME NOT TO SE USED TO ESTABLISH A/►LICAMT, Kohtinct Enterprises, Lno, PROPERTY LIMES DR FOR THE lRfCT10N OF FENCES UtdD ADDRESS 323 Glen Cove Avenue TEL 5 400 ARE ,p, cliff, NYU574 YOUNGa RR ED,NEW YOK NOTE. ♦°STAKE FOUND ALDEN W.YOUNG,PROFESSIONAL ENGINEER SUB FOLK COUNTYAP ON NOV 29,HE 199 AS FILE CLERK OF (" (T VIM -,1',� SUFFOLK COUNTY ON NOV 29,1990 AS FILE N0.9031. AND LAND SURVEYOR N Y.S LICENSE NO 12>!AS .a..•�.a v _.141 . HOWARD W.YOUNG. 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'''x'- �`. z„ez•.^ 3-".5-, s; "'«., '>4 max„ a 's9r C �S •�.- n",+s .5� dw s �a,.5`0.3:. :�'>...->..�`k'az��utc".".::��,:.,.....e..,ry �-.1=.6.,�.'.�-�7":.a� ;.�:.:�.;,�.+•t._,a<.£Lmrms".�-s,. =".-.�..»,' DoorwayYour MMi D • • - • • • Did you know that the OLSYSTIEM Components work together to reduce air and water infiltration 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 i ; • get components designed and constructed to work together. `W `' The System & Components j 1 -`• A Frame ,t �High Dam Sill i3 i 1 1-1-4 4 ut Dams provide a positive barrier f �•;,,�•,h ,•� d i i to wind driven air and water. A-11 •.� Threshold Cap(Composite) Narrow threshold caps allow better B 1 ' ((I i weatherstrip positioning outside of the dam,creating a better seal. 1 -;' Door Bottom Design I }L 4` t Fin Seals provide more contact withthe threshold and hold up better �' p against air pressure,wear and tear. i• ©Weatherstrip(Compression) Patio Doors Fx One piece mulls .� Only Msystem offers the resilience, Double Doors r feature superior strength, durability and consistent compression a perfect fit and no Sys T E for lasting performance. 23 additional finishing ©Corner Pad(Continuous Seal) 25 years when upgrading to composite or -~ Continuous head with FrameSaver Frames for our MSystem25 There is a gap in every door due to the noninvasive routing thickness of the hinge.Corner pads warranty_This extends the warranty of prehung a*A�eA provide exceptional prevent air and water from infiltrating unit,without extending door component or door strength this gap. lite component warranty. Continuous sills O Mulled Systems � The Energy Star®Program :. We build the components of our identifies MMI DOOR as a partner give added strength '«* ^` '� continuous sills stems to work beneath the mull with " y ® that builds.energy efficient products together with the highest precision. the continuous seal 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. Our mull systems ;�' The ultimate protection from water include inactive seats { and weather damage plus the best MMI DOOR is proud to be an Energy 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,MI 48312 Cincinnati,OH 45246 Sidman,PA15955 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 i"ANDERSEW 400 SERIES PRODUCT PERFORMANCE WINDOWS a DOORS Anderson!NFRC Certified Total Unit Performance For cuffent performance information,please visit andefsenvilliudows.com. Aff Simulated DMded I Ad1nMdMd11dAht 1 2-- 5_1 03 0 SimulatedDividedUghti3ifflas 0.28 Simulated Divided!WGFUles cy 0 Rnsuffit is 0.28 0AS -, Divided Liffit Gullies Full Divided Mt Grilles 0.28 Full With Without GrMw uf;;aDMded Lima Owes 0.18 imulated Divided UG rules"i 19 Grulas 0.18 -CAM FlnellortGgess DM 0.19 Full DMded Vt Grilles 0 ded Uot Quill 0.21 • Without Grilles 0.23___Wfthout Grillo 0.21 Simulated Divided t Gilles 0.20 DMd U dues '0.29 V Fin Ganes IFb Goes 6 0.21 0.20 K, 15 Fail Divided Ught M; 0.20 Fall Diviled Uot Grilles .2V' 0.21 A 021 Whhout(liffles 1,'_012, 0.2 0.19 Simulated DMded Gullies 2 0.20 an Fiellot use ewt Full Divided Uot tinues FIADIAded G as 0 .24---. 0.2 Without Grilles 0.28 S as 0.27 Sb_ntd_ata_d.DLWLd 1 0.25 "'GAV,il Fireligh' 0.27 Res�;?431 i.27 Full Divided VI:Grill -3,0 025 I�XOAZ-,4;, Full Divided Wit Gd 3 -0 G �f�*'AN Without Grilles 2 0.30 Simulated Divided Uot Grilles Shmula had Divided Ughtl3difes 0 25 Q,p 0 025 -n, 27-. A Fine tGuilles t j --Flneg Willies 0.27 0�wi,'� 0.2500 Full Divided Uffit 1. 1`400 So" rules 1-0 262 0 7 1,RLqDMdedll t A WhImut Mules'?,'YO`301! 0.17 �5A261,- Wbout Grilles',�P%0.31)` 0.19 camm 1111111410111111 0.17 0115 6' Simulated Divided u as 1.23 0.16 Final GdIfa Full U Grilles Full Divided 0 1 0.18 42,- 4: .2 �_L'047il '0.301,;,�;i,'� :%A421AN', N" ltcii dqMM!dUglitGrillas 0.17 4 Simulated Divide dues 0.19 ----------------- ------- 0 E Rne as A* .19 I'VIDIvIdedLIOnGriffes 0.17Ky Full a t as .19 tf�'0.'&'t 0 whhoutfliftles 6' 0.18A04i 4 WithoutGiffles Y`-',:0416 0.20 F4,0.46;"� 0.17 4 037 Simulated ded Half 0.18 r,�--0.411`,,`�,',k 0.17 Rot Grilles 0.2"0.2 Full edU0tGffiw •P-i�-.V,W< 0.17 3 ro e6 Llot Grilles 0.18 0.4 f 4 * I Sim ad DIA t as Divided t Gulgas t 029 tCItl. FImU&r Grilles 44 0.29 AI Rmigor Grilles 0.29 O.A 0.29%'�­ 7 il DlAdedU ot iliffles IF DIvIded"AftGrIlles 1 0.29* ru' WIdiout Grilles 6.26 0.30 Without Guilles Dhild Simulated DMd 0.26 I Simulated 0.28 .2 4 Full Divided UolZiiie 0.28 0.28 without(liffles 0.19 ji'0. 0.20 ........... Simulated t o.1a �,dz 0.18 j,7 �'7; .:, P. I�nefigq G@w Flnell FOR Divided U Grilles 2 0.1 Rill DMdad Uffit(11111as 0.18 -27' 1111 7, led Divided light Grilles 8;�", SlrnuWWatedd Divided U�rt Grilles 036 A 0.19 W Flne4t Grilles 1 5AW7�1_­ 0-19 ff Ftnellffit Grilles .19 E� .IM19 D1 Grilles 0.20 WMoutGdHes 0.21 ---'cO 4CN, z- Without Grilles; 0 5, -­,vK, 'C� edUffit(lifflas �Sulviwd Divided 1.1dit(liffles k 2z 0.19 i�L.�' Flnellgrtlildles is 0.25 0.19 6.42--,'��` Full Divided Light Grilles�6:4 Full Divided 4tfiffifes 0-19 5,5.;iVf-S, Without Grilles %0.27OM 1fi Simulated Divided Ught loilles "w" Fin Full Divided I-I&A dues With out Giis 0 Important Infamadon on NRC Califted Total UnIt Performance: Simulated Dh4ded Ught GMies ?U. U Flnelight -'Low-E4:"Low-E4'SmanSurf,-"Low-E4'Sun'and'HeatLocir"amAndiusen trademarks for'Low-Floass. WUp jj�s�,Z7 Full Divided Up �jZ7ii 0 17 Was 9 111 �_, I_!­, ""Ur : 1)11-Factor defines the amountof heat less through the total unit In Sl1I/hr­fVL*R The lower the value,the less beat is lost through the entire product.Window values represent non-tempered glass.Use oftempered Without 0.20 ,�k�02 0", -28 glass can Increase U-Factar ratings.See andersenwindows.com/rifirc for specific performance values.Door Simulated Divided Llgit Grilles 0.18 values representlempared goes.2)Solar Heat Gain Coefficient(SHGQ deftes the fraction of solar radiation Flnellot 0.18 0.29A,�� admitted throughthegloss iffrectlytiransmitted,aswell asobsorbod and subsequently released Inward.Tha all iiAed 00tGrium 0.8 ­4 lower the value,the less heat Is transmitted through the product.3)Visible Transmittance(VT)measures how Without 0.22 much Hot COMAS through a product(g)ass and frame).The higher the value,from 0 to 1,the more daylight the 27 0.20 pfoductietsin overthe ptoductstotaill unitarea.Visible UghtTransmittance Is measured overthe 380 to 760 Divided t Grilles 1 O�2� 0.20 A nanometer portion of the solar spectrum. - 0A •NFRC ratings am based an imidellngby a third-party agency as validated by anlndependenttestiab in �zx Divided If=GdUeS r�;;i 01 6.20 6 compliance with NFRC program and procedural requirements. without Grilles 2" -This data Is accurate as of May 2021.Due to ongoing product changes,updated test results,or new Industry standards or requirements,this date may charge over time.Ratings are for shies specified by NFRC for testing nnellot and certification.Ratings may very depending an use of tempered glass,different grille optI ans,glass with u capillary breather tubes for high attitudes,etc. 2021-22 400 Series Product Guide Ya LIJ id d d d 'd go w 0 ml� im 010, w w c4 ii,si d, Q R q 0 old did d "0 "0 Olmtd .5 6.6 c; did 0.!d 0-in .1. 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LU plf - - - - - - - II«Ii 9�?I f M 2 M 2 IN :2 N 12 I . ;m ICI I 0 a 3! in in In S m o 0 In A 2 12 DES i i I I —i—LL 771. uhsmiw CL. jpTp8H m .: , '' . I �un 0 WPOR/ X mea/m In ws�, !.U!Oqwsl unSwtuS;: '03 jVi6j. -�p I(.OlIPON M 'A V Will 1.4 uj ip Jig Y, 'N 5; LU -2 3�1 IR M I j SVf .00 on Ck 4:5 Min 0 0 d~.i�a''0 n 00 z ky, :Z- m!m M 0 nin �!N g -I N ci c4 N m m m colgi. N Q Olp AIR-1.9 -- M - � Fq q C4i� 5;q: cl Z;!-! N C4 C4"1.4 'I gim W�? 9 N dooiadndaldo QiQ . Q Q cs cS o!c3i C3 0 a 0, 0 LU =10Q-1-alc5c3d Q C;"dics n 0; dld .6 0 0 6 C316 6 6:619 'i "61CM5 Q 0 Q10 0 n 0 _5 mM �0 * bW CSdo 4 . A 1, -.bdd d 0 Sd d 5 n J� "Y 0I 13:0 .4 8 12 2:13 0 a; 8 a a 1B 8 1 13 0 0 0 S 0 81:Si 0 19 13 is. 1q, 12 0 13 a 8 0 Is IN 9 9 9 9 99 9 Is is 9 9 �i I j �,� 9 813 8 8 1.1 1, 19 stst I 1 141 1 pr no I I I if 1111§152 jig 5 9 9 1.n 90 A A M a Col. n -all 1a;Arl IT ® ,}:,€!; i�i ! INi ! I �j I I E; I ;Ej � I�I1I ;� i�i Ir'Si, (5�! 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J TS CD uw OPUS gig ::Uns hSU S Cq as!" 401 _V V-a V3 �_'t,340.1 LU 5,, zk` ig z A,; _14 9Q. 7, ri"ANDERSEW 400 SERIES PRODUCT PERFORMANCE WINDOWS a DOORS Andemen!NFRC CerUfled Total Unit Performance (continued) For current performance Mrmatfon,please visit andersenwindows.com. Ik rg WboutGdles 0.33 WhIroutGrUtes 0.26 X,iti" shout D ad Ught GrIles 25L-03-9 FlnellgIC Griles 0.30 Simulated Divided U GrUies Rd]D 030 Rn 0.23 AS!: 0.23 3A Without Grill Rill Divided Light Grilles O��2�i Simulated Divider. WithoutGriffes 0.26 �If,0.44 d J,­ SImulatedDhidedil tGdUes 03il,.,�F 0.23 1" 0.23 FO Divided Wd ,oC Muss Without GrIlles 0.20 FuU6f edUl�tMes 0.23 0 7 A,­ i�iilag de asry- 0.18 ------------ Ft 0.16 Gig A3-A;,�* Simulated Divided VtGdges 0.14 -630 FlneUght GrIlles 0.18 Full Divided Light GdIes I � �s __ J1 Without GFUles K 0% RiMad Light GdUes 0.14 0.23 i 0.52�,k�4 �w SimulartBrIDIvIdedUght(IrIlles 0.21 12'D46 W cut Grilles Gross Shulatod Divided at Grit as 11,,i�.`0.29:�,'3 0.21 Flnellght GrIlles P"0 0.16 �,`S,03VV Divided Hilitildfles fr,' 0.16 Wiftet Grilles 0.22 .231,q,� 0.20 mout effflulews 9 Grilles '0.23L�" 13- � Al 0.20 46�.'IFIN T 6.15 0.15 Full Divided I Jgft Grilles 0.25 0.20 6.4if� 0.33 �,�,"0:5 0.15 A�27,' rules�&Ro 0.24 Simulated DMded IWCAes�. '0.27T'�', 0 I Between fhe-Mass* 0.24 0:41':,�- Mel]&r Grilles�S�0.2i`-7�' 8 Ids- Full Divided Light Grilles ,�0.28e,�,� fi Simulated Divided 1.19it(iffles 0.21 0 T�-�:0.30 ';,41�`OZZ� ItLq 122V3,'� 032 dW 0.2 f., 1W, ftdI DIM dUghtGdUas 021 0 3 51`1 Gdes 12 D.29 Simulated Divided Light ki 1. 0.24 H.Ught GO. WithoutGrWas t,;v�0.27, Light GrIlles `0.2&1 ght(idges roll Divided 0.29 'Simulated MWo ole", Without Mae 0.20 afl 61vidad light G.111rin Jet woes U-27�i", 0.18 612 a Q� 7 -6.2 n 018 ­,'��6.28 t�.! i'"do6cat-1-`h, FI a 7 Without GFRIes 0.15 0.23 `�J'Wi SimulatodDividedUgIdGrUles 0.13 %,;DAV,;rrUt- OIR a -0 26k;��Aes 0.23 dn.. Flnellgift Mae�,:'03 Sham d [tied Ughl:Grilles o Fu11D1vIdWbgWCMs_s 7f.21 FhwW Grilles 0.21 Wtb)outGfWw 0:3_W,-_,, 0.1 Full Divided U Grilles 92T­.,s,� 0.21 `0.46, _-!;D:3W,- K4,, Simulated Me t Grilles 0.14 without Gdlos 0.227.q 0.22 FlneUgftt GdUes 0.14 E! 22 M1 Divided LlOt Gd.- Simulaind Divided V GrIlles 0.20 020 Flnellght Gress 6451� Whhmd rdfl� 036 'M 0.16 0 Full Divided I 1�GrIes sitodated owed ughtridifes 'E:Q 0.14 03t,..Si; ne -2?,`,!,? .14 OA M,ZV11�1 1K �W,p Without Grilas �029 035 Fi� t s�,�M 0 Fa, _632 -,'D T­­ -Wi- Fidi Divided Light Grilles r� R� 0.14_S�de al ell Gdles 0,2W�,,� 032 WIthoutMes 0.22 M 0.32 0�, R. Full DW d A -m'Grilles 0.32 Simulated Divided Light MOB 03 ec V Grilles FIROUght Gdes 03 Without 0.22 Flull Divided Light Grilles 26,1_01 O3 mqoped RWed U it TiL,�,, 0.2 Without -1 0.22 t Gdoes :�,,l zy,;: Simulated Divided Uglit Grilles 0.20 Full Divided LIM G rMo_�0.294 edvageYrmaas �z_� Flnefflibirt Gass 0.20 Without GrUles 0.14 0 181 Full Divided U&U Grilles i`jj 0,30� 0.20 Mini! Divided Ught Grilles �47L�'030 't'R 013 04- U20 Rnd&tGdffw Wfthoul:MIN 0.2; a ID23 -'M.' A: simulated Divided Light(fides 0.21 ;1 0,49,1 Without as 1�141ro.w��,.� I Fine!] ------ -S76 o.i izl,;. Full Divided L*t Grilles 0.13 018 0.21 DAR��M) 019 k� 0.21 Full Divided Light lanes Simulated Divided LI0tVL_j Wit GfUles 0.1 OFJ Simulated Divided h":; Full Divided -IM-e-9. 30,',,� 0.14 Rnelight GrIlles; 0.21 0.48 without Grates 0.25 e,, Full Divided Light Grilles 013 V�Without Gdes> 0.28 j, 037 tGrmes Shmdated Divid M Divided Light Grilles 0-1.4 ad o Flnelighr Grilles 0.33 coffauedonnalpage Ught GrUles Fail Divided 033 05V_�'!' Without GUes 036 M`VC.62,,4 Important Information on NFRC Ceffifted Total Unit performance: Ass 0.33 ........... Simulated Divided Light C ­1­1'A 11 ­Low-EV'Low-M'SmanSuri-'Low-E41 Sort*and'HeatLockl"are Andersen trademarks for"Low-F glass. Rnellght Grass O!R 1.1-Factur deffnes the amount of beat less through the total unit In BTU/hr-WF.The lower the value,the Full Divided Light GrIlles; 0,33 less heat Is lostthFough the entire product Window VahJ8S represent non-tempered glass.Use of tempered U-Factor rallings.See andersenwindows.com/nftc for specific performance values.Door Mies .29-1, 0.22 _ter glass can Increase knes 0.2 R values represent tempered glass.2)Solar Heat Gain CoeffirJent(SHGC)defines the fraction of solar radiation FlneW Gdles 0.20 adadited thnough the glass directly transmitted,as wall as absorbed and subsequently released Inward.The lower tits Full �de6 Mid value,the low heat Is transsnitted through the product 3)Visible TransmiVance(M measures how much light comes through a pFaduct(glass and frame).Thelfloarthe valuefrom 0 to l,the more daylIghtthe Without Gfiles 024 pruductlets In uverthe pfaducrs total unit area.Visible LightTransmitlance Is measured overtha380 to 76D 0,24 024 i, 00ding P&M AND" A A. A 2j� 29 Simulated Divided Light Gass 0,2 0.22 nanometer portion of the solarspactrum. 6 OR.2]light Griles NFRC ratings are based on modeling by a thtul-party agency as validated by an Independent test tab In 2 �'f Full Divided Ught&iiie's 0.28 1-M, 0.22 compliance with NFRC program and pmcedural requirements. -This data Is accurate as ofMay2021.Due to ongobig product changes,Updated Net 10sultS,ornOWDIdUSIUY standards oFrequIFoments,this data may change overtime.Ratings areforstresspecIffed byNFRIDfortastIng Slanderted Divided Light:Grilles and certification.Ratings may vary depending on use oftempared glass,differentgrifle options,glasswith Flnellght GkIlles 14 ;Ej rs V) .2 capillary breather tubes for high attitudes,etc Ful Divided Uoht QUIes *Available fosse or select patio door sIzes.Data based an blinds In lot open posmon. 2021-22 400 Series Product Guide Page 4 of 6 ANDERSEW 400 SERIES PRODUCT PERFORMANCE WINDOWS a DOORS Andemer'NFRC Certified Total Unit Performance(convoued) for current performance Mrination,please visit andememdndows.com. EyAi�deiaepr,;F4ild•I�'�°,:;iwa.Hlgfi-P+erFomienceDyal-Pu��JasS•7yRe; U•FactoM1'�StIGC?;''��1rt��; WithoutGAm ; 029 024 040`3. ShnulatedDhldedUgMGrtlt 02L k,052, u• i'. �•t+'.rim' - Flnellght'Grdes_ _`0:29�,�_7 0.21 ,,�•4;�;�>.:;:,;>_>>��?;,'�,,•'s: _ Rig Divided Ught Gilles t,z' 0.21 77 Without Gilles 70.26t,,z1 0.23�Ml ,y `y�` w¢ Simulated Divided UgM Gdias tt : 1 3x'• FireggM(bRes�02H 0.21 t•, 034;,-, -.wHDLMldedUght Grilea 0.21 If 9feriee't z. WhhoutGrRes 0.15 .022r 1' ".t"-'------sir.. # : Simu e lated Divided light GrRes ,;.0.29 :,+, 0.13 ,s 0�20=,`r: �_--_-FbreOgMGrRes 8 t 1 0.13 "?.0 0 ra' - Fug Divided Ught as?' 0.30,' ? 0.13 0.40«;r;.a Without Gilles 0.29�018 y t'O3H ' --- d�:•i;,ji,2;i ��-•�'metatad DlVNed ngllt Grilles ,032 A . t:` ;„'t' W'r; FlrtellgMGrOes z::s0.19a:::e Rig Divided Ught Grilles = 0 29 s 0.14 i Whhoutaffes `vi OT8 0.18 :t' '035r ta4F;,4.!,:"=t:^.}•,`U,+;,:��.n „S.w,'3 !_ StmulasedONMedIIgMGflesr0.T8a'r _0.14-�0�28'S`ir:{,•.•,--0.14_ �0._31�,,,w,•<•{ wgDMdedUgMGrRes -r'0.27F,:; 0.14 Wlthouttlnesz<_032 Simulated DM_ded GrRea `0.32�:^��q 0.21 c„ Rnegge Gdles _10.32 a«'-0.21 ":ia�lQ.35z'=`yil wn Divided Ught( .21,t k oas Without taues_Ty-o.2a:5=s 0.2a �r ' � 'row i ."y { Simulated DMded t1gMGrtles �.-'�029 's D21 w'�ASQ -; d$g1�048a1p .gyp' s _ FlneOgMGrRas arx 028 L� 0.21 0.21 3cr.,0,34>1Pd lLpirrgilni'aLAnlis` {' of k ; rr,r ra WlthoutGrRea �:0:33��-� 015_ 0.235;yt: Simulated Divided LI Gilles 0�I�enprc 6rues ,. _ 1 r wgonnaeatigtrcau 'osa` 0.13 rn;il.,,�� ..,nt:; .,+;ti•i`.?.X�'.. �C_:;-_.-_ ._-_-- -__..., U'§: _ _!try,.:....«..:« ?:•.t'�:dry' 4'%' ,! 1 Simulated OMded LIghL GrBes "�''1:0.92:'i:1`! _0.1a yti=92 =4 � .. FfiegghtGrrfes: -a0.32`,'i'( 0.14 w0 DNtded U$M($Ues' i:0.33'e:e:1 0.14 .',.0.32�•:z,% % 3tFi''',,y 'wya` eRirN 'c `'�-- WhhoutGrnes C"`'C;O.19 f( 0.18_ SimulatedDMdedUghtGrOes a:l)±Y9f' 0.14__iim03i =' ----FlneliggUtGilles_yM'Y0.28;` 0.14__-a :0.91z. Fug Divided UgM GrUes :.0 31':':} 0.14 Without Gilles 033:' :s .25 ' `: ;:. • 0.22 4:�40.35;t;y {^ Ftrren Dues _0.22o35ti; {r:: Zt'✓�C i..;i:e t:'�;�F�"�' <`tiv`,i:.::: '! Without Gr9es 0.30��." ".1_.x--'_-- "---i•�'-» D.21 Simulated DMded U Grilles '�`0.30"i 1 0.34zz:: t400S0iW�•di4*Noh�ti:' FlneOghtGdAes r 030r(, 0.21 Full Ught Gilles -=-0.21 ry e ? `,. ,:•z ,li Without Gaes ,D 33;'.r;", 0.18 - ,co.oi: hl Simulated Divided UgGd les - 033` 0.14 =., 0.202 sr -_ _FlnaiiPd c;tues_�0�33'^3 o.la ,�9.2a",; Full Divided Ught Gee 0.34' d; { Wit=Miles*, 'b.93' D 17 7„� slm,ilaredDhndedu H; - Y s:} ,.:I FireO@dGraes "1;033:'. 0.15r092"' !',%si'' •r 'A;ie'4 �wrl' ",s�" .;1,'r,•,::r .;1- 'FidlDhWedUgMGraes -'0.34'.'� 0.15 Without Gilles `=0.2 .1 md 8 03H %r shnmaonnaea t V :lino- oia �.,',aii���,r�'';'`: -,`";t';i��{,1�k"�:.; `�.>s r--- ----- -.«,•,: ----fir^"»_.:.�.;• i :Q3Hc 0.14-F 03 r.it :;€,,F,.., ,, :,,y±,3! RM DMdad UghtGrilles}.;.aQ.31' _Without Gilles ;?'032,•,.`u 0.23 039.s' Simulated DlyldedUgMGrIIes Y�is'D32:(=,� 0.21 &?'�.•0.94•s: 0_21 t q of }! Fug Divided UgM Gilles 0 33 0.21 r z YO 34 r WFlhou[GrU�t'` 029 038 Simulated likhd Ught Gilles)-.40108': 0.21 4 ' .;,v;,.„_F:.? a .yy i•,#.:: 1",„.i --AaegGd1es 09w, 21 Low-EV'Low-E4•SmsrtSm• Lvw-E4•Sunand'BeatlAck"ansAndersontrademarksfor'Low-Pglass. 0 l 1)U-Factor dents the amount of heat loss through the total unit In BTU/hr-itME The lower the value,the 4 10adr. -3 Full Divided U Graes: 0.30` less heat Is lost through the entire product.Window values represent non-tempered glass.Use of tempered girt r°a 0 21 4 A iF13i;; S t f ra#.+�g=.i-Simulated DMded LI GrUas 0.33 F D +M 018 glass can Increase U•FactorraUnga.See andersenwindows.comJntrcforapaclttc performance vetoes.Dom " ;.s:6.. :...,t, •;^;,,r,.�;3"':� -- values represent tampered fass.2)Solar BeatGatoCoulficlentWGC)deits the fracUarofsolmradiation FlneggldGAes0.13 0=24 "a' admitted the sdlrectl transmitted,as wag as absorbed andsubse subsequently released toward.The -r .. through glass Y q 11Y FugOlvldedUght(itles :034t;:.*, 0.13 lower the value,the less heatis transmitted through the product.3)Visible Transmittance(VT)measures how ;; ''• .'r 1r.'.+ ,_;:=,;! Whhout Giles ;t 0 32: _0_18 7. 035 , much light comes through a product(glass and hams).The higher the value,brain 0 to 1,the more daylight the 'it''' --U Gd 1es :e,,,'r 32`,:'i!y? lK !;z;h.u` tr;',,,•r g,u?, ,{;a Slmu Rind Divided__gM _.,,*0. product lets in over the product's total unit area.Visible Ught1lansmlttence is measured over the 380 to 760 ( ___FTtgghtGrnes 0.32�, 014 r 0.31 a nanometer portion oi the solar spectrum. u 'i'rV FullOMdedLightCaRes 033 -, a14 'n>b31� -NFRC rathrgs are hand on modeling bya third-party agenryas validated byanindependenttest lab In Without( ?;=,0.29,,,i 0.15 034f < cumpllence with NFRC program and procedural requirements. 41ry; :,a ,^;;:Sra�y'!in:�;.•„.e�SYgs,{- --' K 3:� -This data is accurate as ofNey2021.Due to ongoing produetchengea,Updated testresutts,ornewIndustry W Al Simulated Divided Ught Grilles .Q.29'��, 0.1a .j+i.40 D��i standards or requirements,this data may change over time.Ratings are for sizes spectfled by NFRC for testing .2Byw,,j.-_o.14 {F;Cr0.30.'�.,.-; and certification.Ratings may vary depending on use of tempered glass,differentgd0eoptions,glass with wDDivided 116tG es 08D ?; 014 :«,030. capillary breather tubes for hlgh attitudes,etc. 2021-22 400 Series Product Guide Page 5 of 6 ANDERSEN' 400 SERIES PRODUCT PERFORMANCE WINDOWS at DOORS 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 wktdaw and patio door you purpose Is to provide fair,accurate and credible energy.perfnimance ratings for fenestration product. b*7he NFRC section was designed by the National'Fenestration NFRCS membership Includes manufacturers,suppliers,designers,specifiers,Willy 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.Rtese 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 indusbyc ffyou have this label,the NFRC has not verified its claims have arty 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 Nkbsite:wlww.nfrc.org Do not remove until final code h4ectlon.Save label for fubue refarenc. ENERGY STAR4 Certifled In Highlighted Regions Canada ,; EME ig 111Energy Rating(ER)represents'Energy Rating' enerayatarge.ea t and Is a rating used in Canada for product comparison purposes(the higher the ER number,the more energy saved during Me d.:s:QT, ,o-K•ur„a ,, !,°, heating season). U.S./FA •. `� „"�,J ENERGY SEAR'Clbnatia Zone Map is based e� DO NOT REMOVE U rTNAL INSPECTION/NE S RET1RER AVANT CINSPECTION FINALE on U-Factor and solar heat gain coefficient A N D E R S E N" criteria for specific ENERGY STAR climate WINDOWS a DOORS o zones within the United States and Canada. 400 Sades cammetdwimbw AND-N-1-01592-000Oi The shading Of the map shows which climate Naw,w Rrestm6., Vinyl-Clad wood frame,Dual-Pane low-E SmartSun zone(s)a particular product and glass type Is R'gq comma Glazing with Aigen ®' Pmductrype:Casement ENERGY STAR certified In. ENERGY PERFORMANCE RATINGS U-Fader Indicates how well a product U-Factor Solar Heat Gain Coefficient prevents heat from escaping(the lower the 0.27 1 ♦1.53 0.21 0 Solar Neat Gain 6oefffidertt measures how number,the better). N3) pdkq well a product blocks heat caused by sunlight ADDITIONAL PERFORMANCE RATINGS (the lower the number,the more it will help Vldbleitansmittence refers to how much Risible Transmittance reduce the use of air conditioning and as a visible light comes through a product(the A 0.49 result,reduce electrical bills and energy use). closer tot.0,the more light istransmitted). eti.sd�raarf.may..mr .�a�rRacw.e..ad.®w+�ru� pebnm NWoOp-dird.dfsaDWmtaloll.KWmdmda,M da NU dmaRPm®1.pP�ddyntm�lmr.dd"d.pi.d.h.04or.— mm.vA�nferim.rorm.poneep.lamesmmm WDMA NaU=*Ceird9cado Verifies am °aassvam the performance ratings of this product ",9]W D M A Uwor«f29IFNl Hellm.k CeN6ed Aedam Cuponam were tested by an Independent testing a.dam m 400 SWO COMENdwmdo. Nz,ftM=6plmesNtanaeLbee^d Manamedb" laboratory and verified by a third-party ERNkm .� certification program. AUDA N VMA 10VL&WMe611 n®« M66,T,• y����.r� 1ovr:2iM6pm a_1ca®.„W.,,• PerMrtnaDce Grade(Pti)yand f�Standa W Cbs,LUM-Memmz1622mm 08SW f 3sur'e(OP)Ratings A1.ArrfNrlrOJMId5h/ � PaMaNagkvaecgqnn Pnaw�24M Pe1M Pa WderPatl Dl ;F manse TelRm •3m Pa ®eadnNbfdrelan2fihMm-0.1 Fl.12496 Glazing 2.2mm AN outer/2.3mm HS Inner Wass Construction used with this producttype. TN.pmdum can cop—you N dmmiom,mek fM a.®m daaido.Wk h i,kma m Ne mated Cmfimde M nun nen5.4 mdh.*Wah11 k—W do more ofUlmruam—obmh defeeb od,mrty,o&r lI— F.more Woonmion po.—P65W dRgsn9. Meets or—eerie CEC a IECCAIr ed.radan ftplramems of 0.2 CFfwsV.1L orlarrer. WDMA H.,,..k Cerhbndon Program.CwpOes wdh HUD UM auledn No.111. •We maW are based on modeling by a ft"arly agency as vandawd by an Independent Lest lab In cmgftnce with NFRC program and procedural a*haments. •'ENERGY SPAN'to a raglstehed trademelk of the U.S.Em romnental Rbwcft Agency. 2021-22 400 Series Product Guide Page 6 of 6 Pella® Energy Guide 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 certified to use less energy and cause fewer emissions 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 W,dMO.U,WS DOORS ;_Climate Zone,' ;IJ=Factor'-- :;':.SHG62 GlazingCevel:,. :Climate;Zone,-s.•;; U-Factor' SMW 5 0.22 z 0.17 Prescriptive :Opagtie:' All Zones 5 0.17 No Rating 5 32-Lite -; All Zones s 0.23 <_0.23 z 35. =0.24 Equivalent Energy Performance `" Nor h Cen al s 0.40 0.26 <_ 40. >Y; Cite =0.26= Sout Cen ra! • <_0.28 <_0.23 No th-Gentr s 0.25 5 0.40 i Genf 1 5 0.28 5 0.23 Air Leakage for Sliding Doors 5 0.3 cfnVft' 5 0.32 5 0.23 Air Leakage for Swinging Doors 5 0.5 cfm/ft' Btulh•ft F Air Leakages 0.3 cfmlft' 'Solar Heat Gain Coefficient 'BtuM.ff.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 Pe1la4 dr Northern ® North-Central South-Central % a© � Southern ' d "n Advanced Low-E Insulating Glass6 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 Glass6 , ♦ 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 ���ql►`�' 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 Lowers 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. '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 energystecgc.ca. *Glass options vary by product 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 by product type and product line. ' ©2023 Pella Corporation.All rights reserved.W343440 pellaatlowes.com GENERAL NOTES: ..-. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C T 0 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 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. I ' - - "T `i: # 9 i 2 FIRE SAFETY: /., ti,... l 1, GENERAL NOTE I . I � 1 . All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch #2 or better. I� - � I��__•_, ' 2. All structural wood shall be in accordance with the national design specifications for wood 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 & commercial design o consulfing PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: (6311 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 manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654aopfanline.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, KehlDesi7nAssaciates,LLCafnrmerlyDAKAssociates.LLC 4• a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS.* 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 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 ideas, design and arrangements represented s CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGN 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. P P Y REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No port thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design 3. DUST CONTROL: copied, disclosed to others or used in connection values: with any work or project other than for which 6 a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written con sent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI , e Y PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. D 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 Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. E = 1,900,000 PSI THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. _ 9• Fv = 2600285 PSII 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. ' 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. 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOl ES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE `WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, 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 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. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 G R301.2.1.2 PROTECTION of OPENINGS. © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC.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 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE UNDER FEDERAL COPYRIGHT LAW. 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. WRITTEN AUTHORIZATION. DESIGN CRITERIA 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. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF PRESCRIPTIVE DESIGN OCCUPANCY OR 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) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 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 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. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN r METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE PROOF OF PURCHASE. b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Acceptance of these drawings does not authorize the right 1.) � USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ���_ I,a k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. without the authorization Of IOCa governing agencies, SUCK JS - SINGLE FAMILY RESIDENTIAL R3 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Veit IS 180 MPH (290kps) OR LESS. t ( > - Suffolk County Dept. of Health Services, Town Building Depar!7,er ts, NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD DEC, FEMA, etc. Verify all conditions, codes, and requireme ', STRUCTUAL PANELS o,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 wiith such agencies prior to construction. RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA � a V B GUARDS AND HANDRAILSd 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL _< 4 FEET SPAN S 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 f Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a BASED ANCHOR WITH 2 16 10 8 HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50a INCH EMBEDMENT LENGTH 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 No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION PROJECT: . HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 s THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH INUN L R PLANE To THE AVERAGE HEIGHT of R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS UNL THE HIGHEST ROOF SURFACE 3 STORY 30 Ya INCH DIAMETER LWITH 2 W- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE C p �,t 3 Nfr' AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH EXIS�'1 IG i� RON' A�NER CHAPTER 5 OF THE STAIRS 40c INCH EMBEDMENT LENGTH s 2020 BUILDING CODE of NEW YORK THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. _ p STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m s COVERED E" � �`€��CF � p / 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vult and a 45-foot mean roof height. TOT,rL HEIGHT FROM RIDGE TO GRADE NA 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230)a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. 1830 LAUREL AVE Fasteners shall be located a minimum of 1 inch from the edge of the panel. APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ��U.�..�OL® � � �� 1Y,,. f b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into , LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame, Fasteners shall be located a minimum of 2Yz inches from the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS" OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED FOUNDATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM# 1000-056-01 -002.024 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. - c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE {DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES i 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 ( AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicatec as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NOTES: EX. BASErENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a ON THE 2O1H EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPER`' OF 1,1E NEW FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS ML tii � E, FIRST g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE_ FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENTc SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF PT LAW. CONTRACTORS SHALL V1.,>,i Y FLL EX. SECIY' D FLOOR NA MORE ADJACENT TRUSSES WITH WED CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION RNALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT ',HL NEW SECOND FLOOR NA 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 NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIT AL ASSUMES No LIABILITY FOR 001ISIT6 DUE TO U!JKN10i','I; HR NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS WiT 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 SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: ATTIC HOUSEb For SI: = 1 foot = 304.8 mm 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_'4 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 cf the insulation shall not be less than the PROJECT NO: 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. 1178-2024 - .- 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN PZE OF Nty� DRAWN BY: 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 ` z interior of the basement wall. Z �� J. CO �Q BDK SUNROOM NA -- - -- 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 15/19" �dp CHECKED BY: NEW DECK NA " means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the � 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 i j I •- ! r I'-, ;��� +- l !COVERED ENTRANCE 57.4 s ft. THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE '. \ i -� JHLLI NUMBLR: g• DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. - � ii �- POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. r` `f"•-} d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation 4 �•�. ACCESSORY STRUCTURE NA R-ValUe for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to -� II � 84 �? 04 h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab i SAFETY FACTOR OF 4. THE SAFETY 1-ACTOR SHALL BE APPLIED TO EACH OF THE f£SSIONF� 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. ti` i. " :';' DOES NUMEHLR: U. (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. j: �l l., (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 © KLHLDESIGN°ASSOCIATES, Lu' insulation is on the interior of the mass wall. SIf\APSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8dNAILSTHIS MTS2Q � TS20 '`'', T UOUG-rlk LARCH So. PINE UPLIFT SIDE OF TRUSS, PROVIDE (1) HGAIOKT ON ALLOWABLE LOADS 1'2 LOAD SIDE OF CEILING JOIST LATERAL TOTAL FOUR ° o ® °° AND ON SIDE OF RAFTER FASTENERS WITH �, \ MOOFL GA TO UPLIFT UPLIFT CODE I o (133/160) 8dx1p RAFTERS/ 0 TO ULT. NAILS INTO TRUSS PLATES STUDS (133) (160) F FZ (133& STU o T?USS / -_-a '- /I / SIMPSON H7 16 4-8d 2--8d 8-8d 2991 930 985 400 5, 44 CONNECTORS REFER ORS MANUAL FORFOR ALLMPSON FOOT NO ES SAND / a _CONSTRUCTION TAKE-UP WASHER KEHL DESIGN ASSOCIATES 1( PROPER INSTALLATION PROCEDURES residential & commercial design o consulting H6 16 8--8d 8-8d 3983 915 950 650 5, 44 - --- _ -- DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° ART "x12 I e ° TWO PO.Box 1675 phone: (6311 433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL oo ° ° MODEL GA AVG z CODE New York 11971 E Mall, ss n6 . onlLn n INTO > , • I Southold,N b 54�o i e. et N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES p WIDTHSPAN L OTY DIA 11' 2" 2J" 3" 3�" 1 J" 2" 2>" 3" 34„ EIGHT S P 4 E 8d NAIL Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO I LFTA 16 24" 17" 3Eg�"16-10d — 4200 1205 1400 5, 44, 85 STUD s DOLG-FIR LARCH / so. PIE 3 ° OWNERSHIP & USE OF DOCUMENTS: o FASTENERS ALLOWABLE UPLIFT LOADS MODEL L AVG 10d tOd x 1j" CODE These drawings and specifications including the ULT. REF. I oo ideas, design and arrangements represented NO 1od 10d x 1�" (133 / 160) (133) (lso) LFTA L S T A 21 °° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1"' 3116 1000 840 1000 3, 41, 128 ° °° HGA10 with any work or project other than for which d ° DETAIL "K" they have been prepared without written consent. MTS20 20 14-10d 14-10d x 1 3116 000 840 1000 3, 41, 128 ARTJ"xl2 0 o 0 LST20 20 12-1Od 12-10d x 1}" 2383 775 720 720 3, 41 cNw- A ° 5" COUPLER NUT DETAIL "E11 ° STU 8 — ` DOUG-FIR-LARCH/ Equal number of °° �SIMPSON SO. PINE CODE TYPE OF DIRECTION SO. LOADS REF. OEEL NEC- OF LOAD FLOOR ROOF (133/ specified Halls In o° TAKE-UP WASHER NO. TION (100) (125) 160 I each end Simpson g Strong-Tie G 515 645 670 CS1G A R T8'x 12 DETAIL "H" LTP4 5 J 515 645 670 6, 39, 97 H 515 645 1 670 i MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ART "x12 STUD DEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2•� AT HIGHEST REF. 1 NO. BASE BODY 4 ANCHOR MACHINE ULT. AT HIGHEST IN VERTICAL WOOD MEMBER ALLOWABLE HB SB W H B So CL s s BOLTS ALLOWABLE LOAD DESIGN °° GA GA DIA DESIGN �0 QTY DIA 1 2" 2�" 3" 31" 5�" LOAD WHEN ILL RAISED OFF o 0 0 HD2A 16 12 4�" 2J" 2J" 8" 2A" ill 9' 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 00 ! r DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS ht OD._L NO. AVG OF / SP CODE t W L STUD PLATE ULT. (133)2 (160) REF. S14 3, " 1 71" 6-10d x 14" 2917 735 885 7, 40, 127 m DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° P.IODEL GA FLOOR REF. N0. yy L NAILS 100 (133) (160) °° WORK NOT ES: LSTA21 20 1 21 16-1 d 905 1205 1 1295 7, 40, 90 01C, MODEL DIMENSIONSFASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 5 NO. GA W L NAILS F100 R (133) (160) Simpson Strong-Tie STU 8 - MSTA24 18 1 24 18-10d 1025 1370 1 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE N0. L END SPACING REF. HD2A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. —TAKE WASHER OF ROLL)__ IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Sinpson Strong-Tle CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 215 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. -FIR LARCH PINE ALLOWABLE LOADS 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" CN W- 10d 16d ULT. (133)(160) lod 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3�" 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" COUPLER ER N U T 6 1 HU5210-2 14 3R„ 9 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 35, 84, 122 1 ARTJ'xl2 STU 5 _ DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS 8 FASTENERS UPLIFT LATERAL CODE I MODEL AVG UPLIFT (133/160) REF. NO, CA ULT. — TAKE-UP WASHER 3 TO RAFTERS `0 PLATES TO STUDS (133) (160) f FZ ¢ 160 HGA10KI 1.1 4-SDS}"x1�" 4-SDSJ"x3" 1523 435 435 1165 940 I1I k USE A MINIrlUM OF MTS16 SP /I �7�— TWO 8d NAILS THIS M T S 1 6 T r I u �I sss SIDE OF TRUSS, H D2 A CNw- COUPLER NUT II TOTAL FOUR /Q m SE A MINIMUM OF SP4 II PROJECT: 8d NAILS TWO Bd NAILS THIS 55 II S" INTO TRUSS SIDE OF TRUSS, s SIMPSON LSTA21 SIMPSON �� $ ANCHOR BOLTS� m I TAKE-UP WASHER I � -Tie FOUR Strong t Lp 8d NAILS °, LSTA21 INTO TRUSS HUS210-2 _ EXISTING FROM i I COVERED EI 1A C T.dO o El qJ JAIL 1T0 i„ / o EIGHT I TWO o �LATES � 8d NAIL 1830 LAUR '�. AVE 6d NAILS !/ DETAIL T STUD Si pson Strong-Tie PLAINTTES o®o IlE 1 A1L "A" R {� H7 EIGHT—, IGHT o• SOUTHOL®, � �Oi Rlf a NAIL INTO DETAIL "D" DETAIL "G11 DETAIL IN STUD Hi�pson Strong-Tie i i Simpson Strong-Tie 1 DETAIL "L" SCTM# 1000-056-01 -002.02.4- LFTA LFTA ° BP ROD SYSTEM ,�-_�1 LFTA ,°° I I DRAWING I I I LE: I ; Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 -- - - ----- -- ------ t j i RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. CHARTS & CALCULATION V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / STRONG-TIE DETAILS / LTP4 ROOF AREA = 57.4 so/ft PLUMBING DIAGRAM I' LTP4 AND LTP4 I V = AxRxc A = 57,4 sq/ft ROOF RUN-OFF CALC. I �� 11 DETAIL C R = 2" RAINFALL = .17 ft Simpson Strong-Tie C = COEFF. = 1.0 -� - NOTES: F l,o o r-t o-F!,o o r 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 BF LTP4 Detail PROSECUTED TO THE FULLEST EXTENT OF THE LAW, COIITRACTORS SHALL V'LRIFY ALL Simpson Strong-Tie 9.6 / 42.25 VERTICAL FT. / FT = .23 U.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD 11T. THE Floor-to-Floor Connections USE (1)8' DIA. POOL 2 -� DEEP - 2 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKf'1OWH OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS N'('T OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY I 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: DAlE: 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. AUGUST 03, 2024 — LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS PROJECT NO: N❑ SUBSTITUTI❑NS 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 1178-202a All framing hardware shown on these plans, POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT of ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO unless otherwise indicated, is Simpson Strong-Tie: HOUSE AND/OR LEADERS TO BE PIPED TO ��- BDK No sl_ahstitutions are approved or authorized, THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH c� o�N J. C� �� - _ pp THE REQUIREMENTS of THIS SECTION. POOLS (1/2 OF THE ROOF TO DRAIN TO EACH , ` oy r' CHECKED BY: Due to the relationships of Framing hardware to MAINTAIN MIN POOL R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING , . OF 20 FEET FROM SEPTIC 3 the other components of the structure, any framing J ' SHEET NUMBER: •"-"- �ubstitutions will redder these fans STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION . hardware _ P ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESESTANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE ) null and void, and will result irl the installer/contractor OF NEW YORK STATE. assurnin responsibility g for the design and �O DRAINAGE NOT REQUIRED DUE TO THE COVERED �� G2 perfor ante of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PORCH ADDITION IS LESS THAN 1000 SQ.FT. AND �r�FfSSiONP�' 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) THIS IS CONSIDERED A DE MINIMIS ADDITION. DOB NUMBER: `0 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) INSURE ALL RUNOFF IS CONTAINED ON THE PROPERTY ._ © KEHL•DESIGN-ASSOCIATES, ur I I f III KEHL DESIGN ASSOCIATES LLC__ residential & commercial design o consulting ' E PO.Box 1675 phone: 1631 433-9084 Southold,New York 11971 E-Mail: ssbn654Copfonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC g OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall br� 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. RIDGE VENT ASPHALT ROOF TO MATCH EXISTING REV: HURRICANE STRAPPING 15# FELT ON 7/16" SHEATHING ON 2x6 ROOF RAFTERS 12 FLASHING \\\�� 6 NOTCH TOP OF 6x6 POST NOTCH TOP OF 6x6 POST / a FOR BEAM ATTACHMENT FOR BEAM ATTACHMENT — —AND BEARING (TYP) AND BEARING (TYP) PROVIDE HURRICANE STRAPPING ATTACHED TO — A (2) 2X6 GIRDER GIRDER AND WRAPPING OVER THE RAFTERS 5'-10" PROVIDE HURRICANE STRAPPING ATTACHED TO AND THE CEILING JOISTS GIRDER AND WRAPPING OVER THE RAFTERS I AND THE CEILING JOISTS VENTED SOFFIT I I 6x6 P.T POST WRAPPED 7"X7" FINISHED SQUARE COLUMNS 6x6 P.T POST WRAPPED W/ 1 X (FINISH PER W/ 1 X (FINISH PER EX CONC LANDING/ i CONTRACT) CONTRACT) EX CONC LANDING/ STEP TO REMAIN (TYP) (TYP) STEP TO REMAIN I POST BASE SIMPSON ABA POST BASE SIMPSON ABA 6x6 ZMAX (INSTALL PER I I I I I I MANUF SPECS W 1 2" 6x6 ZMAX (INSTALL PER I I ) / / WORK NOILS: MANUF SPECS) W/ 1/2" I I DIA x 8" GALV ANCHOR I 12" DIA x 48" D. I I I I BOLT 1 f I I DIA x 8" GALV ANCHOR I I POST BASE SIMPSON ABA I I CONC FOOTING (4000 I I BOLT 6x6 ZMAX (INSTALL PER psi) I I 12" DIA x 48" D. MANUF SPECS) W/ 1/2" f i i 12" DIA x 48" D. i CONC FOOTING (4000 DIA x 8" GALV ANCHOR L___J CONC FOOTING (4000 L___J L__J psi) BOLT psi) 1 a SIDE ELEVATION POST DETAIL FRONT ELEVATION ` 1 /4" = 1 '-0" 1 /4" = 1 '-0" 1 /4" = 1 '-0" z 6 3 i SCOPE OF WORK: — PORTICO COVERING OVER ° ° 0 0EXISTING STOOP / STEPS TO O U j Q�� REMAIN U � 0 EX f FASTEN TO EXISTING W/ (a n Q NOTE: CONTRACTOR TO VERIFY PROJECT: 5/16"x8" POWER LAG N EXISTING STRUCTURAL INTEGRITY AT `1 �1 BOLT 5 16" O.C. EXISTING AND ALTERED SPACES. �`� 1 K LE ' Q EX ENGINEER NSULT TIOHEVALUATESA Y EXISTI i O i— Ol I E I I I SQUARE BRACKET I I STEP TORENDING/ I I CONCERNS G ' i— �� ; ( m I ;I 0 TO EX LEDGER N (TYP) ILOCOVERED EXTRA". C F CO - - -, EI I I - - - - DN- - - I I —� . ' I 1830 LAUREL AVE IFS" - -(2) � - - — �E� .J L ®- - - - - - - - - - J Ir ��++//''�� ((,�� YORK 1'-0 1/2" 7_g V-0 1/2" �7�.JU f 6OLD1 f l i Cn li € 6x6 P.T POST (NOTCH 12" DIA x 48" TOP OF POST FOR BEAM CONC FOOTING 6x6 P.T POST WRAPPED ATTACHMENT AND BELOW (TYP) W/ 1X (FINISH PER BEARING (TYP) 9 —10 CONTRACT) (TYP) SCTM# 1000-056-01 -002.0/24 DRAWING TITLE: FRAMING PLAN FLOOR PLAN FOUNDATION PLANS 1 /4" = 1 '-0" 1 /4" = 1 '-0" AND DETAILS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERT`' ('i T`iE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS P11L PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VER11`, ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPOIISIBLE FOR FIELD hT TH= 1 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO Ullfr 'r": OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS ,PT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. F:301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE t SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE AUGUST 03, 202 i CONSTRUCT`-D TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT N0: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1178-2024 N ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. s F A,�C DRAWN BY: z THAT PRO\/IDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE PROVIDE HURRICANE STRAPPIIIG ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1\ y . BDK TRANSFER OF LOADS FROM THEIR POINT OF OR GIN THROUGH THE LOAD—RESISTING IN ACCORDANCE WITH THE UNDER FEDERAL COPYRIGHT LAW. G' �� I Cf�''" � — CHECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2D20 RESIDENTIAL CODE OF ,4 PRESCRIBED F,Y THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NEW YORK STATE PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. +— �e, :.., — THIS SECTION ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SHEET NUMBER: NOTE: PROVIDE FIRE BREAKS R�,o1.T1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING AS PER STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE 2020 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �' ��v A10 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH RESIDENTIAL CODE OF PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ` THESE STANDARDS, THE DES GN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE PROOF OF PURCHASE. _ NEW YORK STATE. DOES NUMt3Ert: Jr Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC bVOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building �., 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Departments, DEC, EMA, etc. Verify all conditions, codes, and requirements with such ©KEHL°DESIGN°ASSOCIATES, LI " FOR ONE—AIJD TWO FAMILY DWELLINGS (AISI—S230) P Y g 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.