The URL can be used to link to this page

Home My WebLink About44959-Z S11ffO1k , Town of Southold , opo coG8/10/2021 P.O.Box 1179 l o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42216 Date: 8/10/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1162 N Bayview Road Ext., Southold SCTM#: 473889 Sec/Block/Lot: 78.-9-54.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/6/2020 pursuant to which Building Permit No. 44959 dated 7/8/2020 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: single-family dwelling with unfinished basement,covered front porch side cellar entrance rear deck rear screened porch with roof top deck, side enqy stoop and two outdoor shower stalls as applied for per ZBA#6385 dated 10-7-2010. The certificate is issued to Antonison,Gregroy&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0053 4/20/2021 ELECTRICAL CERTIFICATE NO. 44959 7/26/2021 PLUMBERS CERTIFICATION DATED 3/31/2021 &amar' N Plumbi ,Inc. AA 0r'hoe Signature ,��SUFFo� TOWN OF SOUTHOLD BUILDING DEPARTMENT CO TOWN CLERK'S OFFICE o . 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#: 44959 Date: 7/8/2020 Permission is hereby granted to: Sutton, Alexander PO BOX 1062 Southold, NY 11971 To: construct single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 1162 N Bayview Road Ext., Southold SCTM # 473889 Sec/Block/Lot# 78.-9-54.2 Pursuant to application dated 6/6/2020 and approved by the Building Inspector. To expire on 1/7/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,962.80 CO -NEW DWELLING $50.00 Total: $2,012.80 B&HAYg Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,-industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. - 6.-- Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is ---- - - --- ----denied,-the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees -_ L -Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, - Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. __Copy of Certificate of Occupancy-$.25_ _ Updated Certificate of Occupancy=_$SQ 00_ - 5. __Temporary" "Certificate of Occupancy-Residential-$15.00,-Commercial$15:00 Date. 5/15/2020 __New Construction: _X _- - Old or Pre-existing Building: (check one) _ Location_ of f_Pro-perty:_ 1162 N. Bayview Road Ext., Southold House No. Street Hamlet Owner or Owners of Property: Gregory&Stephanie Antonison Suffolk County Tax Map No 1000, Section 78 Block 9 Lot 54.2 Subdivision Filed Map. Lot: Permit No. OW`�L Date of Permit. Applicant: McCarthy Management, Inc. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5 Ap066nt Signature Authentisign ID:F57AAE32-CE48-4730-AEAg-AEAEDD03352C CONSENT TO INSPECTION Stephanie&Gregory Antonison the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold;located at 1162 N.Bayview Road,Ext., Southold,NY 11971 which is shown and designated on the Suffolk County Tax Map as District 1000, -- Section 78 ,Block 9 ,Lot 54.2 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: To construct a new residential dwelling. That the undersigned-do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises p- _=-complywith-alL--of thelaws;-prdinances,_rules_and-regulations-ofthe-Tow�of-S_outkold__ _ - 'The undersigned, in consenting to such inspections, doles) so with the knoge -_ --and understanding that any-information obtained in the conduct of such inspections may _ = - be used-in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. 04/30/2020 Dated: (Signature) Gregory Antoniso _ '°uth8°hww (Print Name) - 4/3020204.0542(S Ifiature) Stephanie Antonison (Print Name) Authentlsign ID•DE90927E-6FCD-46A9-BBB9-483F67FE8D8E Building Department Application AUTHORIZATION- (Where the Applicant is not the Owner) I,_Stephanie Antonison residing at_5 Barrel Street,Northport,NY 11731 (Print property owner's name) (Mailing Address) do hereby authorize_McCarthy Management,Inc. (Agent) to apply on my behalf to the Southold Building Department. AuFhenfisrcrr - -- �-- -- -- - --- �-- - [s"yl,�.., (�wTewioow 06/23/2020 6232020121 45 PM EDT (Owner's Signature) (Date) _Stephanie Antonison (Print Owner's Name) �IL % n� ' D �f JUL -_6 2020 BUH.DlNG DEPT- Tr T` D OF SOU��®! Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® aQ sean.deviin(@-town.southold.nV.us Southold,NY 11971-0959 couff I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gregory Antonison Address: 1162 N Bayview Rd Ext city Southold st: NY zip: 11971 Budding Permit#: 449559 Section- 78 Block. 9 Lot: '554.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE [Contractor, DBA- KV Electric License No: 3389ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 65 Ceiling Fixtures 13 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 54 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 8 Combo Smoke/CO 3 Transformer UC Lights 14' Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect 200A Switches 66 4'LED Exit Fixtures Pump Other Equipment Hood, Gas Oven, Fridge, Mini Fridge, DW, Micro, W/D, Central Vac, Sump, 40 Circuit Panel - 32 Used Notes: New Two Story, Unfinished Basement Inspector Signature: ✓�- Date: July 26, 2021 S.Devlin-Cert Electrical Compliance Form I sotryQl Town Hall Annex ,yam Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 S Q Southold,NY 11971-0959 Q . i BUILDING DEPARTMENT TOWN OF SOUTHOLD {{ . I I CERTIFICATION Date: 3/31/2021 Building Permit No. 44959 Owner: Gregory&Stephanie Antonison (Please print) Plumber: Samaritan Plumbing, Inc.- __-1 y 625 M P (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. e� (P mbers Signature) Sworn to before me this day of Aa- 20 - THOMAS J.McCARTFIY N to y Public.State of New Yod( Suffolk County-No.5004789D s�.rri r'r�!o�r Elpiteo Kovernbcr 23,%-- Notary t-Notary Public, 'J County I i , ? ` ` JUN 1 7 2021 - �q OF SOUTh�I f TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 INSPECTION -, [ UNDATION 1 ST [ ] 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 REMARKS: wk . DATE INSPECTOR oF souryO # # TOWN OF SOUTHOLD BUILDING DEPT. cnu765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] -FIRE SAFETY INSPECTION [ ] =FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] E C/O REMARKS: ow It Am me PA-11, DATE 3 INSPECTOR i * # TOWN OF SOUTHOLD BUILDING DEPT. s ,o �ycou765-1802 INSPECION [ ] FOUNDATION 1ST [ UGH PL13G. [ ] FOUNDATION 2ND INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o� - mal v P 1 DATEw_)" o INSPECTOR Sm SO(/lyo� Lq L�[ 61 /V! ,4�i t' V # # TOWN OF SOUTHOLD BUILDING DEPT: `y�ouen ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL "[ ] FIREPLACE & CHIMNEY [" ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: e r u4 I el L A) C, yiln DATE INSPECTOR00"..- OF SOUTy�6 # TOWN' OF SOUTHOLD BUILDING DEPT. �o • �o `ccourm ' 765-1802 _,_I NSPECTION [ ] FOUNDATION 1ST [/] INSIULATIOWCAULK"N GH PLBG. [ ] FOUNDATION 2ND [_ - [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] -CODE VIOLATION [ ] PRE C/O REMARKS: Eli ►= 41P t46�_ A DATE 10141)OW INSPECTOR .x0FSoUlyOlo q5 Ito- N, * # TOWN OF SOUTHOLD`BUILDING DE T. co 765.1802 INSPECTION y [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING- [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE-C/O REMARKS: V-ter` `� A W )f-pc� - "°tom e.O % tz k /t A AT1s = DATE INSPECTOR kS�� o��OF SOGT�°!o # # TOWN OF SOUTHOLD BUILDING DEPT. co 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [= rSLAT-IOWCAULKING U FRAMING /STRAPPING [ NAL /VP [ ] FIREPLACE-& CHIMNEY x [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONPRE C/O f REMARK - '(DS_ ] S wmvVYA'l ov n A 0 , �Q I uj�l JAMB. OarAldf& - 84074AA w irr� M d� COE v (g-Fmck vivo, Vw+,�An & T7-(wo6 S w- ) ' ra4�M4 r.A�]A, - - - I A 45w �Ak - xwau &w - 6aw (Os al 'r A- \JV O If tAl �` «ff• Svry DATE fit! INSPECTOR so L4 0, 5_5 'V TOWN OF SOUTHOLD B� DT"Ete cou 765-11802 INSPECTION I I FOUNDATION 1ST ROUGH PLBG. FOUNDATION 2ND INSULATION/CAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY' FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: PIZ, ct- DATE A //0 /11 - INSPECTOR J ��pF 50UTyO! y �� qho 0 * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [XROUPLBG. FOUNDATION 2ND- [ TION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) -[ ]-CODE-vl LA- IGN---- - [ ] PRE C/O REMARKS: 04, Vi � dnam_ . _ WN0J/V flk� (,Z� �. DATE INSPECTOR amilA /vl BP11v 41 06 ( # # TOWN OF SOUTHOLD BUILDING-DEPY. _ 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 REMARKS: 1 oN C ti DATE INSPECTOR Technical D_ - Batt Insulation 1 1 1•'ROXULA� AFU Blanket Insulationt Acoustical1 ROXUL AFB® Acoustical Pire Batt PtodUCt Description.&Applioation ROXUL AF130 is a mineral wool batt insulation for Interior-partitions in commercial constructions where superior r fife resistance and I _acoustical perforMAtice is required. I Performance Test.Standard Compliance Mineral Fiber Thermal Insulation for Buildings,Type 1"Compliant GANNLC S702 Mineral Fiber-BI anket Thermal Insulation,Type 1 Compliant ASTM 0665 Mineral Fiber Blanket Thermal Insulation,Type 7 Compliant ASTM 0553 MEA Approval,New Yoiic 61y Approval 338-97-M City of Los Angeles Approval REQ 25444 Rea_ctio_in to Fre_ Flame spread index=0;Srnoke develop-so index=Q ASTM E84((UL 723) Flame spread index=0;Smoke developed IF =0 GANIULC S102 Determination of Non Combustibility of Building'MateaaLi-Nbn Combustible CAwLC S114 Behaviourof rrmaterials,at 7.50°C-Non-Combustible -ASTM E136 SmouiderResistance-E1.09% CANIULC S129 Db Mity Actual Density at thicknesses a 3"(76.2mm) -2.5 lbsW (40 kgs/m") - ASTM C303 Actual Density at Keknesses<3"(76.2mm)-2.8,lbs/W (45 kgs/m') Corrosion Resistance Stress Corrosion Cracking-Tendency df Austenitic Stain1ess;5teel=Passetl ASTM C795 Corrdsidn of-steel-Passed ASTM C6651 Air Erosion Maximum Air Velocity 1GaQ fpm(5.08 ml's) UL181 Thickness 1'through 4•"(254mm-10 J Amm)'in 112"irimmerits as well a_s 5_'(127m_m5 and 6'(1.14mm) Dirnendo-ns 16"-x48"(413mm x 1219mm),24"x48"(110i'em x 1219tnm) plcdustfgl Performance Thickness- 125 Hz 250 Hz 500 biz 1000 Ha 20001fz '4000 Hz NRG ASTM C423 1:t)" 0.14 025 0.65 O.S 1.01 1.01 _0:7 0.18 -0:44- 0:94' 1.04. 1.02 1.03 0:85 2" 0.28 0.6 1.09 1.09 1.08 I.0- 0:95 30 052 06 1.18 1.07 1-.05 1.05 1.05 4° 0.86 1.11 r� 1.0`7 1.08 1.07 1.1 Please contact 96XUL OSTC ratlngs dn,tested wall assemblies ASTM Ego Fire-Rated Designs ULG•GtassiBrati6n Code:BZJZC UL Classification Code:BZkZ rwrr=•Mast romnr 189S Edsion"Idaster Forman ec�ooa Ed�an,ns.RADNL�hn„a a over mataladon and wolkq�slitp,:tieeefisory �a�lcatlai Issued 02=1Q='I7 eo�atrro�s RoxuL me don nt v ft aeamae ar c:u,es:a any iii,RC xi kFe1 oo".Rox<n kft-,d kb*,am di fo," $uperseifes04-01=16 - eb�,"r�atyn;.�tolri�� tc�:.int.vel;K�wu.uarea'ou,�ws� ��aa��e,a; .d: a ROXUL INC " = N a'ad itrwichra puepwa. - - - ROXUL 8024 Esquesing • n.L9T 6V13tel t The Befter Insulaticliit DATA SHEET Basement Wan 1 ntu lati-ori up y1go, tkNA FOR ifii WOR(li WE LIVE IN 'th kepSg-v Te ology with chn DESCRIPTION BaseMent-Wall Insulation is,aliberglass blanket laminated to CONTRACT aper(orated facing-tltkt can be left exp6i66. It is also available UnfAc6d for non-egoosdd areas such-as,crawl spaces. It'gives you DATE. -the flexibility-to apply the,insulation horizontally or-vertically; which allows-for either half-wall or full-wbil.Perforated facing is recommended for the majority of brasemenf wall applications. The perforations in the'facing allow moisture to pass through the, material,reducing the pbs§ibility bf-co-riddrisati6ii and ensuring proper thdrr4al,.0effdfmarice. APPLICATION °Ndwtbnstfuttionorfpr retrofit inexisting hprne§: SPECIFICATION COMPLIANCE ASTM 0665 • Toe III,Class A,Ckegdo 11 4 IECC Code for a cbhtinuous,Rivalue with a Class A Fire rating with no further modification INDOOR AIR QUALITY EUCtg Cbrtifled FORMS AVAILABLE R_)falloj 01itlensloft Fading R-1-1 = PSK Perforated(White) 15,x 04,319, TECHNICAL DATA pr9weirty(Unit) Ted Pe_1`l*_M3TK_a' APTK,0G65 Djpp§porqlqpeleratpcOrfosl_on of steel Thermal Value R-11 6difibusel6ility ASTM E136 Nan cornbustibie(ifjsqlatkq!I offix) ASTM EE14� ASTM ItIons.This q ATM k84 standard ti 4%4,sojq1y ikmeasure,and descilbe,properties-16f fg(i mat& ii��'pm'ddcIn"je*onse t&Mit'ind flame ti�d*' 0911q4 labo�atory cpnd I - ts- I numerical flame spredd4 Wdt intended t;reittect ha7 6(ds pr6ehtedal-by this any other material under-astuot,fire cc�rkqltjlons. ,- R-VALUE INF09IUTATIQN' INSTALLATION Insulation is,specified byJ s,;thermal resistance or'R-value: "R"" Ha{fi°;wall'`apgiication` means resistance to heatflow.`The;higher the R-61Ugreater • ''S'ecure;a,2°.X;2°futring s rip'horizontaliy;`toahe=side of the 1 tfie,in'sulating power.The,amount pf-Insulation you need`depeKds' ',,sil) plate at the;top'of°the,wall to,bp insulatgd. f mainly,on.climate,type of heating'(gas,•oil,'eiectiicity).you use, `,'Fasten a second furring,strip.horizontally berieatfirthe'`fir`st an 'fl a afea.of.the.liouse you plan to ihsulate.'The b S.Dept. i„one by tke,Width:of the insulatinri=being installed, i :. I of E"nee&ha`s,establishedd m(,nirxturp-,Mgamrnended.lnsulati- !` Roll,'the insdiation buton the;;floor,cuttfng it to the lengthy c R°-,valpes'for7;distincfi parts of the codntry,or`6sulation�zones. P_ ° PI'ace the insula$ion=between.the fur'r`rigstripsand'fasten If;you (ive.on the balder'betweeri`fwo,zones,'ciioose;fhb higher the ,i—Anges.to the,2”it 2°at top'and bottom, making rather than tfile;lowervalues; �su�e the facing'ls,•on tf e;expcsed side. Fullaw_ alliece;application k m� 'i`1 'F6116v first-tWb steps,"of fialf-wiall,applicatian. fdai'I,anothet furring trip horizontally app rox teairriatel)11° ; i . "..,. i en band€asien insulatfion tgjt frring Gut"insulatioi%to�,l gt __ ;u strlpsza_t the to and.botfom of both insula"tian,sectliins: Note Trmrriingwf thesecond or`bottorri'insulation seiaionmay•be�' + - needed"to-fit between the iower"'#uiTirtg`.s_irlps to.'accorrjmodate,fior Any;wariations on site. E, 0• 0: _ n• �0 , �p 0, = ;0 R 518=13 8-511-13 R-618-13, ` R e Exee 101,ftR-10tR13 1401R1- 1 o-moW:4WR43 RAM43 R-*15/R 19 R-lWni-; e ='R ]Q/,R=13 R 15YR=19 R=1518=19 R-151R=S91 CERTIFICATIONS. ,R-XOR-13 a rh'e',fiist R;lielue applies to coritiiiuousinsulatioa,the sec6nii to ff _aming'cavlty f nsurationl'sithg�-PtisuJ�tion"ItseeGs'tihe regg cement, r ,_ r .i%'R-1'S1R 29"stiall'6epenitittetl,to be met Ytit�t R;13.cavtt7r.insr%latign'on,tlr�, � ,, b i interix of tMebasementwallplus'R=5 continuous iosufats shea#king ontha interrar �uc�e ,or eicte�ior'otttie hortie,"R=]OIK 19'inearis R-1Q:continuou`s)ftsulated�s►leathing =''° R" �''�3 �_ �"" �" r � ,an;tfie ir�tei�or"o��exterinr,at;ihehoma or-R-l3 cavity insulation ai•the-intertorof'#he _ _ .___ `basement wall 1 IC+9S�llATit�N, Cfieck;with"your"K fauf,insulationlerritaryManagert0„ens intoFtiiatlnn,'iscurrenfi„ on'eKriatttDrive The ciiemical andlphysicel*p"ropeiiies.of ttiis'pmauct)f44sent aveiage,vatires; Shelbyville, IN;.4517,t5 4 `deteimineit;In acc`a_'>datrce uvltii aCcaptetl hest methods.7tre data"Is sutijeF'to normal m I�.< �: manufaciuring vRrirgt1ons:The data i ,suppilsti:as a teetinicalselwce'and is suhiect Technical Support 'a:,bii'�:na to,change,witttoijt notice.-Refeieilces to"riumeiical tiamesp'reail ratingsarg.tiniiniendeif " {317)139$=,4.434 ezt,,8727 to reflecf,,hazarcJs�resenteii t3y.thesg or any other materials under,actual fre`ediiil$lons:, iniu Cws1Hr%crfir��ulhtir�r+: iina ` :,., ;. This pr�duct'Is�coveied by Dire aF_:rtibra,U,S:andJar,other-'gatenis: "03-�0; See-¢stent:�"rtyl�LipL+.�nVhamerica.carra � - �• _ y Visit knaufnorthamerica cam tai learn nlcrp: ;®,202Qitnauf Insulation; 1h;" , . i Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sectioAs 402.4.1.2 and 403.3.4 Address of Test 1162 N.Bayview Road,Southold NY 11971 Test Date 5/20/2021 Building Permit#: 44959 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 ' Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY711743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if: Floor Area Volume E Conditioned Basement Basement 1324 11916p ❑ Conditioned Crawl Space 1St 1312 10496 ❑Sealed Attic 2nd 1131 10179 *The conditioned floor area of dwelling is calculated In 3rd 0 accordance with ANSI Z765,except that conditioned floor ; Attic p "Min udes areas where the ceiling height is less than 5 Total Volume 32591 ft' CFM @50 pa 1605 Air changes/hr@5 a 2.95 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage ? System-1: Within Condition Space Duct Location Conditioned Space Floor Area 1312 Leakage CFM @ 25pa NIA CFMI100 ft CFA N/A Code Compliance: Exempt System-2: 2nd Floor Duct Location Attic Floor Area 1131 I Leakage CFM @ 25pa 44 CFM/100 fl?CFA 3.89 Code Compliance: Pass System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as am-ended by 2020 New York State Supplement,Section 4033.4. o .� Signature: "' O Date: 5/20/2021 Christopher Silvia,Home'Energy Solutions Load Short Form Job: 1162 North Bayview Road FI)hi E ENERGY Date: 6118120 SOLUTIONS 1s# Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmatl com Project • • For: 1162 North Bayview Road,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 1 51 774 419 28 21 Bedroom 1 196 2657 2647 95 136 Entry 115 941 311 34 16 Great Room 222 2954 2837 106 145 Kitchen 432 3589 5924 129 304 Laundry Rm 66 0 475 0 24 Living Room 203 2252 1626 81 83 Pwdr Rm 23 668 355 24 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t V1/ri91I7tsoft 2020-Jun-19 10 40 34 � , r a •,�w. Right-Suite@ Universal 2019 19 0 09 RSU20822 Page 4 ,,��r��y4�, lfV , tsoft HVAC\1162 North Bayview Road—Southold rup Calc=MJ8 Front Door faces W ' Load Short Form Job: 1162 North Bayview Road H r*t!4i E ENERGY Date: 6118120 „ sc�[u riu < AH2 2nd Floor By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email gdlamay3@gmail com Project, • • For: 1162 North Bayview Road,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X2B040D2PSA** Cond 4TTR4018L1 AHRI ref 9973389 Coil 4TXFH033CC3+S9X2BO4OU3PSA AHRI ref 10618000 Efficiency 96 AFUE Efficiency 12.5 EER, 15 SEER Heating input 40000 Btuh Sensible cooling 11900 Btuh Heating output 39000 Btuh Latent cooling 5100 Btuh Temperature rise 63 °F Total cooling 17000 Btuh Actual air flow 567 cfm Actual air flow 567 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (Cfm) 2nd Floor 797 10424 8997 402 407 Master Suite 324 4281 4250 165 192 AH2_2nd Floor 1122 14705 11736 567 567 Other equip loads 3286 567 Equip.@ 0.91 RSM 11147 Latent cooling 2987 TOTALS I 1122 I 17991 I 14134 I 567 I 567 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w -F�- WrightsoW 2020-Jun-19 10 40 34 v+~ >n ..,� ., .�<q q Right-Suite@ Universal 2019 19 0 09 RSU20822 Pa e 3 . tsoft 9 HVAC\1162 North Bayview Road_Southold rup Calc=MJ8 Front Door faces W Load Short Form Job: 1162 North Bayview Road t-t�ai e e N e a�;Y Date: 6118/20 SOLUTIONS Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad com - Pr• • • For: 1162 North Bayview Road,Southold, NY 11971 Design Informati,on, Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Ins ide db('F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st FI/Base 2615 21970 15291 787 787 AH2 2nd Floor 1122 14705 11736 567 567 Entire House 3736 36675 27131 1354 1462 Other equip loads 5377 928 Equip.@ 0.91 RSM 25422 Latent cooling 3759 TOTALS I 3736 I 42052 I 29181 I 1354 I 1462 -' J U N 1 7 2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti Wrightsok- - 2020-Jun-1 9 10 40 34 �, ,. .. ,.q..Q Right-Suite®Universal 2019 19 0 09 RSU20822 Page 1 4M tsoft HVAC\1162 North Bayview Road_Southold rup Calc=MJ8 Front Door faces W n Load Short Form Job: 1162 North Bayview Road H_)ME ENERGY Date: 6118120 AM 1st FIlBase By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Project • • For: 1162 North Bayview Road,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X2B040U3PSA** Cond 4TTR40241_1 AHRI ref 9973380 Coil 4GXCB002AC6HUA+S9X2B040D2PS AHRI ref 10089459 Efficiency 96 AFUE Efficiency 12.5 EER, 15 SEER Heating input 40000 Btuh Sensible cooling 16520 Btuh Heating output 39000 Btuh Latent cooling 7080 Btuh Temperature rise 45 °F Total cooling _ 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) 1 st Floor 1307 13836 14592 496 748 Basement Zone 1307 8134 2248 291 115 AH1_1st FI/Base 2615 21970 15291 787 787 Other equip loads 2091 361 Equip.@ 0.91 RSM 14181 Latent cooling 2513 TOTALS I 2615 I 24061 I 16694 I 787 I 787 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t fWriht50� 2020-Jun-19 10 40 34 -19 Right-Suite@ Universal 201919 0 09 RSU20822 .err. Page 2 tsoft HVAC\1162 North Bayview Road—Southold rup Calc=MJ8 Front Door faces W Load Short Form ®®®f $®�� Job: 1162 North Bayview Road H fq1 P1 E E itI ttt�S E 1` 2nd Floor ®� ®� Byte: 6/18120 Ka elyn Maieski vt U rt Town Hall Annex Home Energy Solu i In ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Q 187 ast am e t 1 43 Phone 631-073-0664 Flrtatl I 3 om Project • For: 1162 North BayvPaWRMWoujWtj f4 T TOWN OF SOUTHOLD Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 170 1379 1669 53 75 Bath 3 57 722 513 28 23 Bedroom 2 120 2278 2013 88 91 Bedroom 3 268 3257 2279 126 103 Bedroom 4 182 2789 2525 108 114 2nd Floor 797 10424 8997 402 407 Other equip loads 0 0 Equip. @ 0.91 RSM 8151 Latent cooling 1258 TOTALS 1 797 1 10424 1 9410 1 402 1 407 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti -*- wrilghtsorC` 2020-Jun-19 10 40 34 �o Rig htSutteC�Universal 2019 19 0 09 RSU20822 Page 6 /4CC6� tsoft HVAC\1162 North Bayview Road-Southold rup Calc=MJ8 Front Door faces. W Job: 1162 North Bayview Road Load Short For �� F so Job: Date: 6118120 H�A9E ENERGY c k)t U T��N s AH2 2nd Floor �® By: Katelyn Maieski Towne Annex Home Energy Sof I Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CO'' � 187 ast ai V i 43 Phone 631-673-0664 Email d I com • • For: 1162 North 13ay R Vb R'fMl]§Nfr TOWN OF SOUTHOLD Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X2B04OD2PSA** Cond 4TTR40181-1 AHRI ref 9973389 Coil 4TXFH033CC3+S9X2B040U3PSA AHRI ref 10618000 Efficiency 96 AFUE Efficiency 12.5 EER, 15 SEER Heating input 40000 Btuh Sensible cooling 11900 Btuh Heating output 39000 Btuh Latent cooling 5100 Btuh Temperature rise 63 °F Total cooling 17000 Btuh Actual air flow 567 cfm Actual air flow 567 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd Floor 797 10424 8997 402 407 Master Suite 324 4281 4250 165 192 AH2_2nd Floor 1122 14705 11736 567 567 Other equip loads 3286 567 Equip. @ 0.91 RSM 11147 Latent cooling 2987 TOTALS I 1122 I 17991 I 14134 I 567 I 567 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �J1 wrig� 0,-„ 2020-Jun-19 10 40 34 RightSuite®Universal 2019 19 0 09 RSU20822 Page 3 .d._•, s tsoft HVAC\1162 North Bayview Road Southold rup Calc=MJS Front Door faces W I st Floor 1307 ®��® l 14592 496 748 Other equip loads ,` ® 0 EgL'pv�&Hall) rWx RSM 13220 Telephone(631)765-1802 Lat6dt3W ftn Road 1154 77ax(631)765-9502 P.O.Box 1179 sTQTi94e�,NY 11971-0959 1307 �l� 14374 I 496 I 748 C®UIV , BUILDING DEPARTMENT TOWN OF SOUTHOLD Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigI I ft° 2020,1un-1910 40 94 �. .. . RightSuite®Universal 2019 19 0 09 RSU20822 Page 5 .4CCK tsoft HVAC11162 North Bayview Road—Southold rup Calc=MJ8 Front Door faces W i Load Short Form ®®®F $ u Job: 1162 North Bayview Road H*M E ENERGY !� Date: 6/18/20 ec?t u n n N. Basement Zone �® �® By: Katelyn Maieski M=I Annex Home Energy Sol I In Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 187 ast aiJUY 1 43 Phone 631-073-0664 Email 1 3 om o ProjeCt 1criformation For: 1162 North BayvVaW"dlNCo ]NeWj4 T TOWN OF SOUTHOLD Design Information Htg Clg Infiltration Outside db(OF) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coll n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1242 7505 2233 269 114 Basement Bath 65 629 15 23 1 Basement Zone 1307 8134 2248 291 115 Other equip loads 0 0 Equip.@ 0.91 RSM 2036 Latent cooling 682 TOTALS I 1307 I 8134 I 2718 I 291 I 115 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .w - - wrighlts®fe0 2020Jun-19 10 40 34 RightSuite®Universal 2019 19 0 09 RSU20822 Page 7 . tsoft HVAC\1162 North Bayview Road—Southold rup Calc=MJ8 Front Door faces W Load Short Form �Of 3a Job: 1162 North Bayview Road H@t.9E ENERGY ®�9® Date: 6118120 "o C U V)it NS Master Suite �® By: Katelyn Maieski T5vnRallAnnex Home Energy Solu k In Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 187 astfillam e 3 Phone,631 673-0664 Email I m • • For: 1162 North BayvFaWRMNS0'UPWAWf4kNT TOWN OF SOUTHOLD Design . • Htg CIg Infiltration Outside db(OF) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF CIg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bedroom 5 205 3428 3886 132 176 Bath 4 119 853 364 33 16 Master Suite 324 4281 4250 165 192 Other equip loads 0 0 Equip. @ 0.91 RSM 3850 Latent cooling 665 TOTALS i 324 i 4281 I 4515 i 165 i 192 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti .=1• wrig tso 2020Jun-19 10 40 34 ......., .-. ',_ Rig htSwte®Urnversal 2019 19 0 09 RSU20822 Page 8 .tsoft HVAC11162 North Bayview Road—Southold rup Calc=MJ8 Front Door faces W i i own Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 OWN OF S OL16 6x12 4x6 67 cfm 67 cfm 4x6 6 x 6 4x6 4 x 6 4 x 6 12 x 12 4 x 12 14x 12 16 x 12 4 Basement 4 x 6 4x12 4x6 `16 x 12 Basement Batt 4 x 12 4 x 12 4x6 23 cfm 4x6 4 x 6 67 cfm 4x6 4x6 4x12 4 x 6 67 cfm \4x6 4x12 4x6 Job#: 1162 North Bayview Road Scale: 1 : 74 Performed by Katelyn Maieski for: Home Energy Solutions Inc. Page 1 1162 North Bayview Road 187 East Main Street R ghtSwte®Universal 2019 Southold,NY 11971 Huntington,NY 11743 19 0 09 RS U20822 Phone-631-673-0664 2020-Jun-19 10:41.27 gdlamay3@gmail.com ...North Bayview Road_Southold.rul oF so uls®® a N own Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 UILDING-DET7EWMENT OWN OF SOUtD 73 cfm Kitchen Great Roorr 24 cf Pwdr Rrr 152 cfm - 863 cfm 73 cfm 17 cfm 42 cfm Laundry Rrr Bath ' 24 cfm 28 cfm Entry Living Roorr 168 cfm Bedroom 1 17 cfm 42 cfm 68 cfm Job#: 1162 North Bayview Road Home Energy Solutions Inc. Scale: 1 : 74 Performed by Katelyn Maieski for: Page 2 1162 North Bayview Road 187 East Main Street RightSuite®Universal 2019 Southold,NY 11971 Huntington,NY 11743 19 0 09 RSU20822 Phone-631-673-0664 2020-Jun-19 10:4128 gd1amay3@gmai1 com North Bayview Road_Southold.rul N own Hall Annex ® Telephone(631)765-1802 ! 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 110u BUILDING DEPARTMENT TOWNDM &HOLD 114 cfm 6 ,� Bath : 88 cfm � ,y Bedroom 4 28.cfm 4° i� a¢ •'-- � 8M1 Bedroom 5 • 611 10x 12 -6 x 1 Gam° . 271 cfm - 328 cfm 4 x 12 88 cfm 12x128x12 4x12 -------------- 6 x`12 e ' 4,' T637rn 5" �3 33 cfm Bath z 2nd A Ha Bedroom'3 Bedroom 2 75 cfm 51- % 4x12 ` : 5.r NPAN Amp- OMNI 11- 0 - 6 91 cfm 63 cfm Job#: 1162 North Bayview Road Scale: 1 : 74 Performed by Katelyn Maieski for: Home Energy Solutions Inc. Page 3 1162 North Bayview Road 187 East Main Street RghtSute®Universal 2019 Southold,NY 11971 Huntington,NY 11743 19 0.09 RSU20822 Phone:631-673-0664 2020-Jun-19 10 41:28 gdlamay3@gmad com North Bayview Road_Southold.rul Manual S Compli %VR Job: 1162 North Bayview Road H @ Al E ENERGYDate: 6/18/20 <01 0 T r O r:5 AH1 1st FUBas ®� ®�® By: Katelyn Maieski Town Ilall Annex Telephone(631)765-1802 54375 Main Road Home Energy Solu i In Fax(631)765-9502 P.O.Box 1179 187 664 Email G Q 1:4- • • For: BUILDING DEPARTMENT 1162 North ETa9W1XoQF I�{dT 9Fl Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 15652 Btuh Entering coil DB: 75.5°F Outdoor design WB: 72.1°F Latent gain: 2513 Btuh Entering coil WB: 63.ZF Indoor design DB: 75.0°F Total gain: 18165 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer. Trane Model: 4TTR4024L1+4GXCB002AC6HUA+S9X2B040D2PS Actual airflow: 787 cfm Sensible capacity: 16520 Btuh 106%of load Latent capacity: 7080 Btuh 2821/o of load Total capacity: 23600 Btuh 130%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 24061 Btuh Entering coil DB: 69.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Trane Model: S9X2B04OU3PSA** Actual airflow: 787 cfm Output capacity: 39000 Btuh 1621/6 of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. W rightsot" 2020-Jun-19 10 40 34 ^►� RightSuite®Universal 2019 19 0 09 RSU20822 Page 1 tsoft HVAC\1162 North Bayview Road-Southold rup Calc=MJ8 Front Door faces W ! Manual S Compli glfR Job: 1162 North Bayview Road H i1 M L ENERGY Date: 6/18/20 l 0 1 U T 10 N'S AH2 2nd Floor ® ®�® By: Katelyn Maieski Town H2I Annex Home Energy Sol i In Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 187 ast am e 1 3 Phone-631-673-0664 Email m • • For: BUILDING DEPARTMENT 1162 NorthI it oQFSWUN, MQW Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 12303 Btuh Entering coil DB: 77.ZF Outdoor design WB: 72.1°F Latent gain: 2987 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 15291 Btuh Indoor RH: 50% Estimated airflow: 567 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR4018L1+4TXFH033CC3+S9X2B040U3PSA Actual airflow: 567 cfm Sensible capacity: 11900 Btuh 97%of load Latent capacity: 5100 Btuh 171%of load Total capacity: 17000 Btuh 1111/oof load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 17991 Btuh Entering coil DB: 65.2°F - Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Trane Model: S9X2B04OD2PSA** Actual airflow: 567 cfm Output capacity: 39000 Btuh 2171/6 of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. t - - wrightsoft`° 2020,1un-19 1040 34 .�. ' RightSuite®Universal 2019 19.0 09 RSU20822 Page 2 AM .tsoft HV=1162 North Bayview Road—Southold rup Calc=MJ8 Front Door faces W 1 1 • ' • • �l COMMENTS BAL FOUNDATION lVt��i:Gl . 1. - .i I �►l r ie) /._• �CLIA '�'�. fiTi ROUGHFOUNDATION(2ND) if PLUMBING !rte T4 ` V , , �,` 17 3 rV�• ih. INSULATION PER N.Y. ENERGY • 1 ' mm ;F-1(MOW��2091 M AR MA ft Sl OR rte'• ' . �� 'l �1 ''- _-a ,m! ADDITIONAL r G. oON %Wei�+�` � ��' � � I' �� 11 X11- ■ SIJ - „mi�h ,� Or,�l"I r. _ r> �►�� WvMmtr �iv IRA ��.� %Ili '1 i 1 ,A��►S�i� ll �� p TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. t Trustees C.O.Application !, Flood Permit Examined ,20_&� U j Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration ,20 Bu in Spector APPLICATI6 FOR BUILDING PERMIT JUN — 6 2020 ,I Date June 3 ' 2020 INSTRUCTIONS a.This application MUST-be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. r✓ (Sig ture of applica6t or name,if a corporation) McCarthy Management, Inc. 46520 County Road 48,Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Gregory&Stephanie Antonison (As on the tax roll or latest deed) If a lic ny a c a ion, s\i tyre of duly authorized officer v' I fr 7FIOt�flAAS J.tdlC^vARi'r4Y TH©Nl4g J c A �titaly Public,89a4e ct I�esa'lorte (Name and titl 'of orporate officer) Alotarypchiic C,,>At sunelk untY-NO.5004790� Builders License No. SU1,lk Cu;rl�y '14, eissio plres Nevsm5 �3' Comm;ssion kn; � Plumbers License No. r Electricians License No. / Other Trade's License No. 1. Location of land on which proposed work will be done: 1162 N.Bayview Ext. Southold House Number Street Hamlet County Tax Map No. 1000 Section 78 Block 9 Lot 54.2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant land b. Intended use and occupancy New Single Family Dwelling 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �� 0�, Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear, Depth Height Number of Stories 8. Dimensions of entire new construction: Front 40.7' Rear 35.5' Depth 37.3' Height Number of Stories 2 9. Size of lot: Front 151.34' Rear 151.35' Depth 200' 10. Date of Purchase 4/16/2020 Name of Former Owner Alexander&Tracy Sutton 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES X NO Gregory&Stephanie Antonison 5 Barrell Street 14.Names of Owner of premises P Address East Northport, NY Phone No. 631-486-2089 Name of Architect Amp Architects Address 1075 Franklin Rd.,Laurel Phone No 716-572-4741 Name of Contractor McCarthy Management,Inc. AddreSS46520 CR 48,Southold Phone No. 631-765-5815 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C:PERMIT§[MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. j 16. Provide survey,to scale,with accurate foundation plan and disnces to property lines. I� 17. If elevation at any point on property is at 10 feet or below,musi provide topographical data on survey. IIS 18. Are there any covenants and restrictions with respect to this pr p o serty? *YES X NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk Susan McCarthy 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.) I, of said owner or owners,and is duly authorized to perform or have perfed the said work and to make and file this application; that all statements contained in this application are true to the best of hiknowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sw efore me this L y of 20 (J N a Public THOMAS I McCARM "SignaftIF6 of Applicant Notary Public,State of Now York Suffolk County-No.W790 Commission Expires November 23��_11 Scott A. Russell ,� 0sUIFQI�� 5TOIKAWWA\T]EIK SUPERVISOR AMIANAGI]EMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 W 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE F'OLIL©WI1NO: (CHECK ALL THAT APPLY) O A. Clearing, grubbing,-grading or stripping of land which affects more - - than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to - 100 feet of horizontal distance. ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. — -00 E. Site preparation-within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. -Instal-lation-of—new-or_=-r_esu_rfae6d impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was-received by the Town and the proposal includes - - in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, - Signature,-Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. _ -If you answered YES to_one-or more of the above,-please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. $: 1000 Date District NAME- Thoma cCa ,Agent 78 9 54.2 5/15/2020 u Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 631-765-5815 ITekph—Numbed Reviewed By: _ - - - - - - - - - - - - - - - - - — B Date: -10 —2-0 Property Address/Location of-Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 1162 N. Bayview Road Ext., Southold, NY 11971 ® Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Required. LIAJ (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT S.C.T.M.#. 1000 �y �r� (Property Owner,'Design ProfessionA,Agent,Contractor,Other) — O��0 V�k CHAPTER ER 236 78 9 54.2 ;' Stormwater Management Control Plan CHECK LIST A6 MJIMILiw Section Block Lot WS M C P -Plan Requirements: Provide ONE copy of the Building Per mit Application.rnm Date: �c The applicant must provide a Complete Explanation and/or Reason for not providing 631-765-581 6/4/2020 �1,� all Information that has been Required by the following Checklist, Ig 7 Heplrorc Numher. 1. A Site Plan drawn'to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, YE LINO NA ex Paper. show all of the following items: ;•, If you need additional room for explanations, Please Provide additional Pa P a. Location& Description of Property Boundaries ffid =b. Total Site Acreage. 0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). II' d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. I' e. Limits of Clearing& Area of Proposed Land Disturbance. I f. Existing& Proposed Contours of the Site (Minimum z Intervals) x g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. x =1. Location of proposed Swimming Pool and discharge ring. x No pool. will apply at a later date. j. Location of proposed Soil Stockpile Area(s). x k. Location of proposed Construction Entrance/Staging Area W. 1. Location of proposed concrete washout area(s). 0� M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall/storm event 3. Details&Sectional Drawings for stormwatei practices are i equu•ed for approval Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. x c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) x 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) x ****FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan Is Complete. Date: SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 �o�guFFO(,�c0 Gy< BUILDING DEPARTMENT-Electrical Inspector Ca a TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # Date 2020 Customer Name Electrician Name Address Phone e-mail e-mailL ON 1, 410M Phone 5 License# 0?5bq No Size Phase Overhead Underground �4 #of Meters Remarks #of Underground Laterals 40— 2 New "H" Frame or Pole H Fire Reconnect Was work done on Service? N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days trom the date above. Authorized by 2X�® .. ...... Electrical In ect Buf�NW8 DEPARTMENT TOWN OF SOUTHOLD MEP 2 6 20,V C= Town Hall Annex-54375 Main Road-PO "WR G DEPT. Southold, New York 11 971-095fbj,_N Telephone(631) 765-1802-FAX (631) 765- rage ff@southoldjomWov—seandO-southoldtownny.Qnv. APP.LQ-A-U. QN FOR ELECTRICAL INSPECT[ ON . 6 ELECTRICIAN INFO w 'kMATIOk worm uon Requkeo Dater:; QompanyName: . El dasl=._ KV_ --4------ Name: Keqqejh.V___aughU_ License No.,: 3389 email: kyeledtricift6a- mall.com Address: Rho.no No.: 7" JOB SITE INFORMATION (All infbrmft ft. wked), , Name: W R �R Add re iwx, i, 0 'fitet P CK: 9�1 v K. Anta IM92 16' Pleiit Mal-, -.1+DESCRIFT,1.61+,!'OFI-W-OIRK"�(PW, .'P6 .1Y) e ofic; WN, t Isla 6eady fbr inspection?: __---YE-9tN0—Rqugh_t Do-you nee Issu6d'an 1rem-pAnilbT aflopi> (AjI Inforaltwo tewirq Sempe Skq I Ph) 3 Ph -$I=. ` #Meters AA. Old Meter# emro h9ea `d'- iierh New Service 0=".kewnrwct-flood 41060.ninieiA-'gervi6i'Recomdeted iww ead ----KR"derground Laterals 1 2 H Fr;qme wprk_09ne on 4-ervice? Y N -Addition 1=lnfo mig—tLo rf. Request for inspection Form-Als PERMIT# � Address: 3rl Switches Outlets, GFI's � 1 Surface Sconces 1 � H H's , I � I UC Lts Ll Fans1 Frid e� HW g Exhaust eic Oven Dryer �'� ' r Smokes DW Service 2OAC/— � 2 Carbon Micro �, Generator ��1�G G✓ Combo f Cooktop Transfer AC AH Mini f Ve Special: Q _1, Comments `LF t/�� o z V'" . C,cv� r � /V lav✓ - ,J`�' o /` /q ,,� IVJ - m4 at e znaz I I Illlll!I II II III 11111 I I III Illll 11111 Ill 11 11161 IIII ILII 1111111 19111 Illll Illl Illi SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 08/08/2017 Number of Pages: 11 At: 02 :20 :36 PM Receipt Number : 17-0135291 LIBER: D00012923 PAGE: 987 District: Section: Block: Lot: 1000 078. 00 09. 00 078 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $55. 00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $7.15 NO RPT $400.00 NO Fees Paid $502.15 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County L DECLARATION OF COVENANTS AND RESTRICTIONS THE SUBDIVISION DECLARATION made this 13th day of'Apol, 2016;,by Alexandra L. Sutton and Tracy M. Sutton, presently residing at 1160 North Bayview Road Ext., Southold NY 11971, hereinafter referred to as the DECLARANT(6). WITNESSETH: WHEREAS,the Declarant is the owner of certain real property situate on - - 1160 North Bayview-Road Extension,Town of Southold, County of Suffolk, State - of New York,more particularly bounded and described in Schedule°A°annexed, hereto (hereinafter referred to as the Property); and - - - - - _----WHEREAS--the Declarant has made an application to the Planning Board. —of the Town of-Southold to subdivide said real property-into 2 building lots as - = grantedthr*h'the Zoning Board of Appeals decision file number 6365 and as : ____ ____, showin=on'the Sui;division Map entitled°Final Plat Standard Subdivision Prepared --fo`r Alexander L.&Tracy Sutton" (hereinafter°Filed Mapj, prepared by Nathan =Taft Corwin III, Land Surveyor, last dated April 9, 2016;'and WHEREAS, a Right of Way is shown on the filed map as Suffolk County -Tax map-parcel-number 1000-78-9-78 and more particularly bounded and described in Schedule B annexed hereto(hereinafter referred to as the Right of Way; and WHEREAS, for and in consideration of the granting of said subdivision application for tax map parcel number 1000-78-9-54, shown on the Filed Map, and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS,the Declarant(s) has considered the foregoing and has determined that the same will be for the best interests of the Declarant and subsequent owners of said lots. - - — NOW, THEREFORE,THIS DECLARATION WITNESSETH: That the Declarant for the purpose of carrying out the intentions above = expressed, does hereby make known, admit, publish, covenant and agree that i - - -the said premises herein described shall hereafter be subject to the covenants =and restrictions as herein cited, which shall run with the land and shall be binding - upon all purchasers and holders of said lots,their heirs, executors, legal representatives, distributees, successors and assigns, to wit: 1. There shall be no further subdivision, in perpetuity, of either of the tyro (2) lots shown on the aforesaid Filed Map that would result in additional building = lots. -No lot lines shall be changed unless authorized by the Town Planning Board. 2. Thb-owners of Lot I are-solely responsible for the``rnaintenance of the, Right of-Way, as required by the Zoning Board of Appeals in their decision -number 6385:-The Right of Way must be continuously maintained with clearing 2 for vehicular tranffic including,emergency vehicles. All current and future ownersof Lot 1 shall clear and maintain grubbing of the wooded vegetation to a 15'wide by 15'high canopy so that a 50'by 400'right of way(parcel 1000-78-9- 78)remains.open and accessible to vehicular traffic including emergency vehicles over its entire length. 3. _Lot 1 has been graned an Access Easement over said Right of Way to for-maintenance as described in clause 2 of the document. The Access Easement has been recorded simultaneously with the Covenant and'Restriction _ with the Office of the Suffolk County Clerk. 4.- Lot 2-,shall have a front yard setback of not less than 40 feet from.the --front property.line-and shall have'access over the Right of Way,'in accordance _Twith--the Access Easement recorded in the Suffolk County Clerk's Office. 5.-=Allstorinwater mun-off resuffing from the development of any or all of fhe lots on the Filed_Map shall be retained on site and shall be the responsibility of each lot owner. =6;New utilities, including but not limited to electric, gas, telephone, - internet, and cable, must be located underground. {flew tlriveways servirrg`ftie-iofs on the-Fitect'Map shall be-con&tixx%:tecl=J �T-€if-perv_ious=rrrateriats=and-shali,romain_pevious:irdo perp€tui i,,J =8.- Each of the'lots shown on the Filed Map is subject to clearing restrictions as follows: Lot 1 -50%rCoC2 pursuant to Southold Town Code ,=-,§240=49 Clearing.,_Permitted activities within the clearing limits are restricted to , 3 y� I the removal of known invasive weeds and invasive vines, removal of dead and/or diseased trees that are hazardous to persons and property. The clearing limits may be supplemented with plantings of native and drought tolerant species. 9. It is further agreed as follows. a. There is a 50% clearing limit on Lot 1 and a 60%clearing limit on Lot 2 b All clearing limits must be marked on a survey for Planning Department staff approval prior to a building permit being issued. -_ - - c. After approval by the Planning Department, the clreaing limits shall be clearly staked and approved by a New York State licensed engineer or surveyor prior to any clearing or grading, pursuant to §240-49 10. Landscaping: a. The use of synthetic fertilizers, herbicides or pesticides on Lots 1 and 2 is prohibited -b. The use of native, drought-tolerant plants shall be required'in landscaping of said lots. -c No fertilizers containing nitrogen, phosphorus, or potassium shall be utilized between November 1"and April 1 st d. The application of lawn fertilizer within 20 feet of any surface I water eXcept:where there is a vegetative buffer of at least 10 feet, or where the fertilizer is applied by a device with a spreader guard, deflector shield or drop spreader at least three feet from surface water is prohibited. 4 e� Only organic fertilizers where the water soluble nitrogen is no more than 20%of the total nitrogen in the mixture.may he utilized on the lots. f. A maximum of 1 pound of nitrogen per 1000 square feet in any one application,-with a cumulative application of no more'fhan 2 pounds per _--- 1,000 square feet per year is permitted. g.-The use of phosphorous containing iawfertilizer is prohibited - - _ ='unless=establishing a new lawn or soil test shows that the lawn does not have -enough phosphorus. Fertilizer labels have three bold numbers.The number in the-middle-is-tWpefcentage of phosphorus in the product,e.g. 22-0-15. Use of - - products with 0.67 in the middle or lower is not restricted. Products with a ; i number higher than 0.67 may,only be used if a new lawn is being established or a soil test indicates it is_necessary. __--.h.-The application of lawn fertilizer on impervious surfaces is - -- =- - =-- - - _ - prohibited: Any fertilizer that is applied or spilled on impervious surfaces shall be immediately picked up. 19. New underground storage tanks without spill, overfill and corrosion protections are prohibited. -12. There is a 2b-foot,wide vegetated buffer located on Lot 1 running along North Bayview Road, as shown,on the filed map. All existing trees -16 - -ih,the-hUffer shall remain'iri perpetuity. The removal of dead and/or diseased trees that are.hazardous to persons and property is rpermitted and, if -removed;=must be replaced with trees of native and drought tolerant species 5 i' f I 13. Trees that are greater than 18 inches in diameter at breast height shown on Lot 2 on the approved Final Plat map shall be preserved in perpetuity except the 22"and 26"significant trees lcoated in the building• envelope as shown on the filed map. Maintenance of the said trees is permitted and shall include pruning and removal of dead and/or diseased trees that are hazardous to life or properly may be replaced. 14. Fences are permitted along the property line and within landscape buffer areas. Any plans to remove trees to install a fence must first be - - reviewed and approved by the Planning Board. The within Covenants and Restrictions shall run with the land - - - and shall be binding upon the Declarant, its successors and assigns, and upon -- - --all-persons or entities claiming under them,_and-may_not-be-annulled,_waived, changed, modified,terminated, revoked, or amended-by subsequent-owners of - ----_ =r the premises unless and until approved by a majority plus one vote of the - - - -- - Planning Board of the Town of Southold or its successor,following a public hearing. If any section, subsection, paragraph, clause, phrase or - - _- --provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, -the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 6 The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any'other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and -restrictions has occurred,the Declarants)shall pay, either directly or by - _ - reimbursement to the Town all reasonable attomey's fees, court costs and other _ = expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth'h6rein. The'failure of, _=the_Town_of-Souilioid_or any of its agencies to enforce same shall not be deemed to:affect-the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or�any officer or employee thereof. =The within Declaration is made subject to the provisions of all Jaws-required by or by their provisions to be incorporated herein and made a - part hereof, as though fully set forth herein. That the within Covenants and —Restrictions shall run with the land and shall be binding upon the Declarants) _and its successors-and assigns, and upon all persons or entities claiming under -------them;and may-not be annulled, waived, changed, modified, terminated, revoked -=ocamended-by subsequent owners of,the premises unless and until appfoved by a majority-plus.one vote of the Planning Board of the Town of Southold or its - successor, following a public hearing. 7 IN WITNESS WHEREOF,the Declarant(s) above named has duly executed this Declaration the day and year first above written. Declarant(s): By: - Afe%ander L. Sutton TracLy �" ttoP . STATE OF NEW YORK) COUNTY OF SUFFOLK) On this day of , in the year 201 , before - _ - - me personally appeared Alexander L. S tton and Tracey - M.-Sutton, known to me or proved to me on the basis of satisfactory evidence to be the individuals whose name is subscribed to the within instrument and acknowledged to me that they executed the same in their capacity and that by their signatures on the instrument,the individuals, or - -- -_ - the persons upon behalf of which the individual acted, executed the instrument. Notary PuIc ) BETSY A.PERMS Notary Public,State of NewYork No.01 PE613o636 Gh:allfie d In Suffolk C01111; - Cornrn;sslon Expires July I8,__V�' 1 8 1 SCHEDULE t ALL that certain plot,piece or parcel of land situate,lying and being at SoutholdrTown of Southold,County of Suffolk and The State-of New York,known and designated as Lots 1 and-2 as shown on a certain map entitled"Standard Subdivision Prepared for-Alexander L.And Tracy M.Sutton';more particularly bounded and describedas follows: BEGINNING at a point along the southerly side of North Bayview Road at the northeast corner of Lot 2 as shown on a certain map entitled"Subdivision Map of Itighwood at Bayview";filed in the Office of the Clerk of Suffolk County'on November 30, 1970 as File No.5547;said point _ _- _ _ __=being also.Souti_%75_degcees 15 minutes 40 seconds East along the southerly side of North BayviewRoad,132.06 feet from the corner formed by the intersection of the southerly side of North Bayview Road and the easterly side of Highwood Road; -RUNNING thence South 72 degrees 18 minutes 10 seconds East along'the southerly side of _ Pikes LLC;North'Bayview Road,200.00 feet to a Little point at the northwest corner of land now or formerly of - -- RUNNING thence South 25 degrees 19 minutes 50 seeonds West along the westerly line of land now-or formerly of Little Pikes LLC;400:00 feet to a point at the northeast corner of land'now or - forerly of Barbara_J.•McLaughlin; RUNNING thence North 72 degrees.18 minutes 1.0 seconds West along the northerly line of land now or fortieerIy_of Barbara L_McLaughlin,200.00 feet to a point along the easterly line of Lot 6 on_a eeitaiii map;entiiled_`_`-Subdivision:Map=of=lRighwood-at Bayview",=filed"in the Suffolk County on November1970 as File No:-5547; =� RUNNING thence North 25 degrees 19 minutes 50 seconds-East along the easterly lines of Lots 2,4 and 6as shown_oa above said map,400.00 feet to the point or place of BEGINNING, . I I - - SCHEDULE ALL that certainplot, piece or parcel of land situate,lying and being at Southold, Town of Southold, County of Suffolk and d The State of New York, more particularly bounded and described as follows: BEGINNING at a point at the intersection of the northerly side of Liberty Lane and the westerly side of Victoria Drive, said point being the southwest corner of land to be herein described; RUNN1NG'therice-North 45 degrees 29 minutes 50 seconds East along the easterly line of land now or formerly of Barbara J. McLaughlin, 111.56 feet to a concrete monument at the southeast corner of land now or formerly of Alexander L. Sutton and Tracy M. Sutton; RUNNING thence North 25 degrees 19 minutes 50 seconds East along the easterly.line of ==land now for formerly of-Alexander L Sutton and Tracy M. Sutton, -_, 400.00-eata_a point_ _ along the southerly line of North Bay View Road; - - RUNNING thence South 72 degrees 18 minutes 10 seconds East along the souhiddy side of North Bayview Road, 50.45 feet to a point at the northwest corner of land MAI or formerly of Jack A. Guild and Mary E. Guild; RUNNING thence South 25 degrees 19 minutes 50 seconds West along the westerly --=_- - line of land now or formerly of Jack A. Guild and Mary E_ Guild and Town of Southold, 505.57 feet to a point along the northerly line of Liberty Lane; 0 68 degrees 27 minutes 10 seconds West along the north&l i RUNNING thence North eg 9 Y -line of Liberty Lane, 88.66 feet to the point or place of BEGINNING. I DECLARATION OF COVENANTS AND RESTRICTIONS THE RIGHT OF WAY DECLARATION made this 130 day of April, 2016, by ALEXANDER L. SUTTON AND-TRACEY M. SUTTON, presently residing at 1160 North Bayview - - Road-Ext:,-Southold, New York, hereinafter referred to as the DECLARANT(s). WITNESSETH: ---------WHEREAS,the Declarant is the owner of certain real property situate on -North Bayview Road Extension,Town of Southold, County of.Suffolk, State of -_ - New York,-Suffolk County tax map parcel number 1000-78-9-78, more = particularly bounded and described in Schedule"A"annexed hereto (hereinafter referred to as the Right of Way); and =-WHEREAS,the Southold'Town Zoning Board of Appeais'decision file - number 6385 has required the 50 foot by 400 foot Right of Way to be "_-- - continuously-maintained with a-clearing for vehicular traffic including emergency vehicles; and WHEREAS;-said Right of Way is shown on the Subdivision Map entitled "f=inal-Plat Standard Subdivision Prepared for Alexander L. &Tracy Sutton" inafter-"Filed Map"), preparedby Nathan TaftCorwin III, Land Surveyor, last dated April 9,2016; and =_-==WHEREAS,for and in consideration of the granting of said shown on the -Filed Map;and as a condition of granting said approval, the Town of,Southold --- - - --Plarining—Bwd has required that this Declaration be recorded'in the Suffolk County-Clerk's.Office;and " WHEREAS, the Declarant(s) has considered the foregoing and has determined that the same will be for the best interests of the Declarant and subsequent owners of said lots. NOW, THEREFORE, THIS DECLARATION WITNESSETH: _ That the Declarant for the purpose of carrying out the intentions above - -- - expressed,-d6es hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereafter be subject to the covenants and restrictions as herein cited, which shall run with the land and shall be binding upon all purchasers and holders of said lots,their heirs,executors, legal - - representatives, distributees, successors and assigns,to wit: 1. The Right of Way is subject to the deeded rights of access from the Reydon Heights subdivision and is considered a road 2.-The Right of-Way cannot be merged with an abutting lot and cannot be further subdivided, nor can it be used for any purpose other than as a Right of Way 3. The Right of Way shall be kept open and clear for vehicular traffic, pedestrians, bicycles and emergency vehicles, and used only for these purposes in perpetuity. 4. The Right of Way is subject to maintenance by the owners of the adjacent property as identified as Lot 1 on the Filed Map, as outlined in the Access Agreement filed in the Office of the Suffolk County Clerk in 2 C L l The within Covenants and Restrictions shall,run with the land and shall be binding upon the Declarant;its successors and assigns,.and upon all persons or - - _ - - entities claiming under them, and may-not be annulled,waived, changed, modified,terminated, revoked, or amended by subsequent owners of the rerhises:unless and until approved by a majoritylplus one vote of the Planning - -- " Boar:d-of the Town of Southold or it's successor,followino a public.hearing. - - - - - -_ -- _ If-any section, subsection;'paragraph, clause, phrase oe pr'ovision of _ - these covenants and restrictions shall, by a Court of competent jurisdiction,-be =-adjudged.illegal, unlawful,'invaiid or held to be°unconstitutional, thesame`shall =—=not=affect=the validity of these covenants as a whole, or any other partdr =provision hateof,other.than the part so adjudged to be illegal, unlawful, invalid, or --n - unconstitutional. - - The aforementioned covenants and restrictions are intended-for the benefit of=and=shallbe enforceable by the Town of Southold, State of New York, by-injunctive-relief or by any other remedy in equity or at law. If a'Court of -Competentjurisdiction,determines that a violation of these covenants and _--restrictions has occurred, the Declarants)shall pay, either directly or by =-reimbur'sbment-to-the Town all reasonable attorney's fees, court costs and other _-- _--expenses incurred-by the Town in connection with any ptoceedings to enforce --the provisions-of the covenants and restrictions set forth herein. The,failure of _-- - . wFrofi oathofd a F111 i of its agencresta-enforce same shalhtot be dEerrre . 3 j� t t i I I to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. , _ - - - - The within Declaration is made subject to the provisions of all laws required-by law or by their provisions to be incorporated herein and made a part f - hereof, as though fully set forth herein. That the within Covenants and Restrictions,shall run with the land and shall be binding upon the Declarant(s) -and its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived,,changed, modified, terminated, revoked - _ -or amended by subsequent owners of the premises unless and until approved by — -_ -a majority plus one vote of the Planning Board of the Town of Southold or its successor, foil owing a public hearing. -SIN-WITNESS-WHEREOF, the Declarant(s) above-named-has duly_ - - - `executed this Declaration the day and year first above written. Declarant(�s): By: BY: I i 4 STATE OF NEW YORK) ss.: COUNTY OF SUFFOLK) f� -- - -On this day af, )fel � , in the year 201 before me personally appeared : gir. :known to me or proved to me on the,basis of satisfactory-evidence tole the individual whose name is subscribed to the within -=-Instrument and acknowledged to me that he executed the same in his capacity and that by his,signature on the instrumenf. thdIndividu.01, or the peT7n upon behalf of which the individual acted,,e ctat+~d e.iristr�M6rt. - ___-- / NotaryPriblicf � - = BETSY A:PERkINS - ---- --- --- — - Notary Public,State of New York No.01 PE6130M _— -- Ouarl�fied In Suf olh Gtr II t�ot -uilusz�cp►ro .fuly GV ` `�l 5 i 7 t SCHEDULE A ALL_thet certain plot, piece or parcel of land situate, lying and being at Southold, _ Town of Southold,"County of Suffolk and The State of New York, more - particularly bounded and described as follows: - BEGINNING ata point at the intersection of'the northerly side of Liberty Lane - _- - =--and.the westerly-side of Victoria Drive, said point being the southwest corner of land to be,herein described RUNNING therice North 45 degrees 29 minutes 50 seconds East along the easterly line of land now or formerly of Barbara 1 McLaughlin, 111.56 feefjo a. concrete monument at the southeast corner of land now or formerly�of Alexander L. Sutton and Tracy M. Sutton; j RUNNINGthence-N6tth-25 degrees 19 minutes 50 seconds East along the,easterly - --,line-of1arid-now f&-for nerly of Alexander L. Sutton and'Tracy M,Sutton, 400.00 --- _ ----feet-to a point along the southerly line of North Bay View Road; RUNNING_t d4d-South 72-degrees 18 minutes 10 seconds East-along-the souttierly_side of North Bay%d 'Road, 50.45 feet to a point at the northwest - :--- - corner of land now or formerly of Jack A. Guild and Mary E. Guild; "RUNNING-thence South 25 degrees 19 minutes 54 seconds West along the - -- ° westerly line-of-land now or formerly of Jack A. Guild and Mary E. Guild aril ?own of=Southold;=505.57 feet to a point along the northerly line of Liberty,Lane; RUNNING-thence-North 68 degrees 27 minutes 10 seconds West along the northerly lirie-of Liberty Lane, 88.66 feet to the point or place of BEGINNING. Stat ID: �^ 3453195 Tax Maps District Secton Block Lot School District 1000 07800 0900 078000 SOUTHOLD 1000 07800 0900 054000 SOUTHOLD u 2 vr.;4)cfEi7 ^0!7 Nua n_: 02._0;7~, Pre Number of pages ,un7T{ R Pcj,-,=RI E L'LERI: i iF UFFDLI, i 01J41T^ This document will be public G record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee -55- Mortgage Amt. 1.Basic Tax Handling 20. 00 2 Additional Tax TP-584 Sub Total Notation Spec/Asset or EA-52 17(County) Sub Total 15 -- Spec./Add EA-5217(State) �( TOT.MTG.TAX t- R.P.T.S.A. 4\ ` „� ��II9 Dual Town Dual County �b �� Held forAppointment Comm of Ed. 5 00 �. 0 Transfer Tax Affidavit �� €4 Mansion Tax Certified Copy 1.15 The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total �l2 li IS YES orNO Other _ Grand Total 2 )S If NO, see appropriate tax clause on L(/ page#i of this instrument 4 Dist.1 3453195 ��i 1� 100 5 Community Preservation Fund Tax Real Service f'T S II��I��IIIII�I�I�II�IIIWII��I��IIII civ CPFTaxDue Amount Agency R LPA A Verification 9UC-d7 Improved 6 Satisfactions/Discharge List Propperty Owners Mailing Address RttCORD&RETURN TO: Vacant Land PATRICIA C. MOORE 51020 MAIN ROAD TD SOUTHOLD NY 11971 TD TD Mail to:Judith A.Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 81 Suffolk County Recording & Endorsement Page This page forms part of the attached DECLARATION OF COVENANTS AND RESTRICTIONS THE SUBDIVISION made by. (SPECIFY TYPE OF INSTRUMENT) ALEXANDER L.SUTTON AND TRACY M.SUTTON The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD In the VILLAGE or HAMLET of SOUTHOLD BOXES GTHRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIORTO RECORDING OR FILING over Nunemaker, Amanda From: Ruthie Love <ruthie.love@thomasjmccarthy.com> Sent: Monday,July 06, 2020 8:54 AM To: Nunemaker,Amanda Subject: FW: Limits of clearing approval from Planning Good Morning, Hope you enjoyed your 4th. Please read the planning board approval below on the Antonison property located at 1162 N. Bayview Road Ext,Southold. Mark never cc'd me on approval correspondence to the building department. Thank you, Ruthie Love Office Manager Ci McCarthy Management,Inc. h 46520 County Road 48 Southold,NY 11971 0, U 631-765-5815(0) 1 631-765-5816(t) From: Ruthie Love<ruthie.love@thomasjmccarthy.com> Sent:Thursday,June 18,2020 10:52 AM To: 'Terry, Mark'<mark.terry@town.southold.ny.us> Cc: 'Lanza, Heather'<heather.lanza@town.southold.ny.us> Subject: RE: Limits of clearing approval from Planning Mark, Please cc me on approval correspondence to building department. Thank you, Ruthie Love Office Manager � 1 t McCarthy Management,Inc. 46520 County Road 48 Southold,NY 11971 631-765-5815(0) 631-765-5816(t) From:Terry, Mark<mark.terrV@town.southold.nV.us> Sent:Thursday,June 18, 2020 8:47 AM To: 'Ruthie Love'<ruthie.love @thomasimccarthV.com> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: RE: Limits of clearing approval from Planning Ruthie, I approve the"Proposed Limit of Disturbance Line"as shown on the plot plan dated on March 6,2020 and denoting the clearing of 17,900 S. F. on Lot 2. The 18" DBH tree shown on Lot 2 is to remain. I also will ask Heather to look at it also so we have a consensus. She will be in tomorrow. Best Mark Terry,AICP,APA Assistant Town Planning Director LWRP Coordinator Town of Southold 54375 State Route 25 P.O. Box 1179 Southold, New York, 11971 (631) 765-1938 Mark.Terry@town.southold.ny.us From: Ruthie Love [mailto:ruthie.love@thomasjmccarthy.coml Sent: Wednesday, June 17, 2020 1:24 PM To:Terry, Mark Subject: RE: Limits of clearing approval from Planning Do you approve? Thank you, Ruthie Love 2 Office Manager McCarthy Management,Inc. 46520 County Road 48 Southold,NY 11971 631-765-5815(o) 631-765-5816(1) From: Ruthie Love<ruthie.love @thomasimccarthy.com'> Sent:Tuesday,June 16,2020 4:11 PM To: 'Terry, Mark'<mark.terry@town.southold.ny.us> Subject: RE: Limits of clearing approval from Planning Mark, Please read 9c again. It says after approval from Planning Board, it needs to be staked and certified by a licensed engineer. The 18"tree will remain. It was an oversight to place on survey. At the time of foundation location, we will put on survey. Thank you, Ruthie Love Office Manager McCarthy Management,Inc. 46520 County Road 48 Southold,NY 11971 631-765-5815(o) 631-765-5816(1) From:Terry, Mark<mark.terry@town.southold.ny.us> Sent:Tuesday,June 16,2020 2:56 PM To: 'Ruthie Love'<ruthie.love@thomasimccarthy.com> Subject: RE: Limits of clearing approval from Planning Ruthie, I looked over the provided survey and it does not seem the layout meets the C&R's. The 18"tree on Lot 2 should be preserved and there is a driveway in the location. In reading the C&R's it looks like the clearing limits must be staked (I did not have them in fornt of me when we spoke before). After staking,give me call and I will inspect. 3 r I i the removal of known invasive weeds and Invastva vines,removal of dead and/or diseased trees that aro hazardous to persons and property. The clearing limilis r . may be supplemented with plantings of native and drought tolerant species. 9. It is further agreed as follows: I a. There Is a 50%clearing limit on Lot 1 and a 00%clearing limit on Lot 2 b. All clearing limits must be marked on a survey for Planning ( Department staff approval prior to a building permit being Issued. I` c. After approval by the Planning Department,the clresing fruits shall be clearly staked and approved by a NewYork State licensed engineer or surveyor prior to any clearing or grading,pursuant to§24049 10.Landscaping: J a. The use of synthetic fertilizers,herbicides or pesticides on Lois 1 and 2 Is prohibited b. The use of native,drought-tolerant plants shall be required In landscaping of said lots. ! c No fertilizers containing nitrogen,phosphorus,or potassium shall be utilized between November 1°t and April 1st. d. The application of tawn forOzer within 20 feet of any surface J water except where there Is a vegetative buffer of at least 10 feet;or where the 1 fertilizer is applied by a device with a spreader guard,deflector shield or drop kspreader at least three feet from surface water Is prohibited. 4 13.,Trees that aro greater than 18 Inches In diameter aUbrewl height shown on Lot 2 on the approved Final Plat map shall be preserved9ln perpetuity except the 22"and 26"significant trees located in the building envelope as shown on the filed map. Maintenance of the sold trees is permitted and shall Include pruning and removal of dead and/or diseased trees that are hazardous to life or property may be replaced. 14. Fences are permitted along the property line and within landscape buffer areas. Any plans to remove trees to install a fence must first be reviewed and approved by the Planning Board. The within Covenants and Restrictions shall run with the land and shalt be binding upon the Declarant,its successors and assigns,and upon all persons or entities claiming under them,and may not be annulled,waived, changed,modified,terminated,revoked,or amended by subsequent owneis of ft premises unless and until approved by a majority plus one vote of the ' Planning Board of the Town of Southold or its successor,following a public hearing. ffany section,subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall,by a Court of competent jurisdiction,be adjudged illegal,unlawful,fnvaHd or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be fffegal,unlawful, Invalid,or unconstitutional. Best, Mark Terry,AICP,APA Assistant Town Planning Director LWRP Coordinator Town of Southold 54375 State Route 25 P.O. Box 1179 Southold, New York, 11971 (631) 765-1938 Mark.Terry@town.southold.ny.us From: Ruthie Love [mailto:ruthie.loveC&thomasjmccarthy.com] Sent:Tuesday,June 16, 2020 2:28 PM 5 To: Terry, Mark Subject: RE: Limits of clearing approval from Planning Mark Please read below. Attached is the survey we discussed. Please review and shoot me an email with results. Thanks a bunch. Thank you, Ruthie Love Office Manager McCarthy Management,Inc. 46520 County Road 48 Southold,NY 11971 631-765-5815(0) 631-765-5816(t) From: Ruthie Love<ruthie.love @thomasimccarthy.com> Sent:Wednesday,June 03, 2020 2:58 PM To: 'mark.terry(Ma rk.Terry@town.south old.ny.us)'<Mark.Terry@town.south old.ny.us> Subject: Limits of clearing approval from Planning Hi Mark Hope all is well with you and your family. We are in the process of getting a building permit for 100-78-9-54.2. The C& R's states"all clearing limits must be marked on a survey for Planning Department approval prior to a building permit being issued". What is the process to get approval from Planning Department for the Building Department? How long will this take? Be well, Be safeH , Thank you, Ruthie Love Office Manager 6 WCART MANA ,.INC. ® e e "x 46520 COUNTY ROAD 48 'SOUTHOLD;NY, 11971 ' z�. W ",'�'x • ° DATE j - .JOB NO" _a; •�''"'•' �• „�631 765-5815 FAX (631v.'765=5816-: _ �„ ♦ / ��°"e� "' ATTENTION• '� 2, •'�,ua T j4m i° - -'ia' �,- - - •.Y.� _l „ nS J',)•i` �x q�rt„e "s'Y '"'"`.�Y, m"fit - - - ��<rv. s��....� �_!�� ry.� `��^• tt} 77 � •r"c`p`s ,.. h;, 77 - ,y, - .a •s r;�.'•�.�., W A E SEND mm,_ _ E R I IVG;YtO11 r C1=Attaehied ❑ llrider se arate,cove via - ',-the follrivv" P. f frig;items. " ` �L' ❑ Shop drawings, ;`( 'Fruits }w ❑ 'Plans'• ❑{Sam „les ❑ :S"eeificati 4 ..,. p1 p. cies d'” .,s. °❑';`Co`' 'sof-letter= ~=4°�; ~'C1a�Cha.ii �`orde�Y„` ��-�© 9�,.j r �� "s-� • ,/ CDv Y 4—46 V • — V THESE ARE TRANSMITTED as checked below: or approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit --' copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: H enclosures are not as noted,kindly notify us at once. WCARTHY GEMElf ,!s INC. 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE JOB NO q (631) 765'5815 FAX (631) 765.5016 ATTENTION TO FIE 11 �' it La bt) — ;, WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings - ❑ Prints ❑ Plans ❑ Samples ( ❑ Specifications_ ❑ Copy of letter ❑ Change order ❑ - LL op f THESE ARE TRANSMITTED as checked below ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEMENT, INC. 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 - q ® DAT JOB NO (631) 7i�5-5885 FAX (631) 76 '_016 ATTENTION TO �WY L V RE . p v L - e,�vL�+ N . i5aNf vip- WE ARE SENDING YOU ❑`Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ } *�, W41- 4112, • a l lsla • t V A- Al- c00110n U THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS AN 17 2021 COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. 7 .... ---- - ----- .... ..................--------- -- -------- ---- ------------ ------- -------- . PROJECT / ZONINO DATA LOT COVERAGE - - LEADER NOTE: DRAINAGE SYSTEM CALCULATIONS ----- - - -- - .. _ -- - -- - -- ---_ _....... ... _. _ . .. .. .... _ - - - -- - --_ . .___ INC .. ........ . _ .... . _-- _.... CONNECT ALL LEADERS COM ROOF/DECK AREA (PROPOSED)= 054.0 Sc[. Ft. TAX MAP # 1000-78-0ci-54.2 DESCRIPTION AREA % LOT FROM CUTTERS TO NEAREST GOVERAOE DRYWELL. 1854.0 Sad. Ft. X 0.1-7= 511 .8 ZONING DISTRICT R-40 TOTAL LOT AREA 30,268.0 511 .8/42.2 = "7.5 VERTICAL FT. OF 8' DIA POOL REQU I RED LOT AREA 30,268 S.F. S.F. PROVIDE (2) 8' DIA. X 4' STORM DRAIN POOLS PROPOSED HOUSE 1,310.8 S.F. 4.30/0 FEMA FLOOD ZONE AE/X PROPOSED DECKS 354.2 S.F. 1.2% DRA I NAGE SYSTEM CALCULAT I ONS WETLANDS DISTRICT NO n/ADRIVEWAY I$ OARAOE (PROPOSED)= 5855.5 Sc[. Ft. PROPOSED SCREEN-ROOM l6�f.O S.F. 0.6% - _ - DEG D I STRI GT NO n/A TOTAL AREA OF ALL STRUCTURES 1834.-0 S.F. (0.10/0 5855.5 Sc[. Ft. X 0.I-1= 655.1F 8 655.1/42.2 = 15.5 VERT I GAL FT. O I A POOL REQU I RED ................ MAXIMUM COVERAOE ALLO __ _ .. .. ............................. ..__. - ........�........ - ........................ ._- _. .._.. ... _. _ . .. .... - o PROM DE (2) 8' L'.-)IA. X 6' STORM DRAIN POOLS - WED - 20% EX I ST I NO PROPOSED FIRST FLOOR AREA - 1,310.8 S.F. DRYWELL/DRA I NAC E STRUCTURE NOTE: A MINIMUM 10' SEPARATION IS SECOND FLOOR AREA - 1,132.2 S.F. REOU I RED BETWEEN WATER SERV I GE LINE/LATERALS/MAINS/SEPTI C/LEACH I NC w OROSS FLOOR AREA - 2443.0 S.F. /SEWER AND THE EDGE OF ALL o STORMNATER DRA I NAGE LEACH I NO 0 _ � BEDROOM COUNT 5 i \ �� /, STRUCTURES = J \• � \ X U -j / EL= j \ Q SITE LAYOUT NOTES: 1. THIS 15 AN ARCHITECTS SITE PLAN 1$ 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS 517E PLAN IS TO THE / \ ARCHITECT'S BEST OF KNOWLEDOE. OS ON 2. SURVEY INFORMATION WAS OBTAINED ` \ �� S FROM A SURVEY DATED APRIL 201, 20101 �, Y AND PREPARED BY: NATHAN TAFT GORW I N III / \ 1586 MAIN ROAD ++ _ \ JAMESPOR N.Y. IIa47 26 TREE �q - —_ ----- \ DO TELEPHONE (651) 72-7-20010 TO BE 8 // m41 EL= _ , �' � - _- 43.5' / � • / m Rop / "4 J TEST HOLE DATA, / �/ �• R pUIY \ FROM SUBDIVISION MAP / cap PROPOS u� / OL MIX SAND ED m w 20 MIN. <p AND LOAM / �O �(/� Dw 2 STY. HOUSE G L. NO Q' ST �. z - /- 24" TREE (5 BEDROOMS) �0 y 6 / TO BE 22 a -- , •.2 PRESERVED 50 BROWN CLAYEY TREE /-� OUTSID 9 SAND 50 0 1 - _ \�$ SHWR �� /n o / _ _ 16W p STOCKPILE STORAGE � rn � '�I / AREA '�` \ V \ f/� 0 \, o SP PALE BF�WN �` -„ J E,OO S.F. 0 0 0 \ / ' 9/ 0 FINE SAND 5P E L= :0)�--IJ7 O �(-- - V- �Q Dw TEST+2.E G� 4' HOLE' / EL. 42.5' o N o 1,037' p �� \ PROPOSED !(/ w PALE BROW / \ Q SM SILTY �\ ¢ RA/� SEN ,✓ ROposZb � \ CONCRETE \ SAND SM /® /� c� \\. . : bR/ 18" TREE 1i W W ASHOUT 14' - . TO BE pRop AREA �� ` - PRESERVED q4 SP PALE BFZOWN FINE SAND SP -1 63740b 0 FNONs / F OF N�� \ 20 0 '\ bFr - ri6N f / COMMENTS: NO WATER ENCOUNTERED + � BARBARA J. � \g5t:o; - 6 �$ PROJECT: MCLAUCHL I \ �� ° ANTON ISON DWELL I NO �� \ l� RESIDENCE USES PURL I C O� / NATER EL % 1162 N BAYVIEW RD SOUTHOLD, NY DRAWING TITLE: STORMWATER MANAGEMENT - - -- � CONTROL PLAN 10 }� PAGE: e SITE PLAN swloo SCALE: I° = IS'-O" DATE: 06/02/20 101172 50' MIN. _,IENT TO KEEP BUT SUFFIr R 4. be4 5EDIMENT ON 51TE Z fAl. .. ... .... ... % ..... ..... J. o 4.. ........ HAYBALE5 AND OR 5ILT FENOINO W X.; xjI zi g, x �0? :*:4. b V� x ;# < x -X 0 . . ........... . ....... .... .. x 2.iii� lu < .... .. as, X., .......... . ................ OL _xm: .. ... .... .. 4 �c D_ -wr;: x-_ A .......... .......... ',.eW ........... LL . ...... 7 4 ;w Axl % 0A LU v A ........ . . ...... m Pis: > A.Ao W, 44 tu -A :-xz: NU % v K .0 2 X, 0". ��o Wc X.: A.:, j . ..... ..... ::g:, A. .. ... ..... .. g A �0, . ......... Aol A* f V, x, w A'. g m: 2 LLI R" :K: J" 'M /12. :4 -X. -FOUNDATION OF COMPAOTED OON5TRUCTION ENTREANCE x -201: NO ,Aw-�,A;w 5/4" 5TON": BLEND OR N.Y. 5TATE D.O.T. APPROVED R.O.A. 44. 3.K- fXX; A; xx, Kii .. _v . ....... . FILL TO 18" (MIN.) ABOVE EX15TINO ORADE FOR DRAINA(5F- ::j: 0 X.:X e! Lu ::*:i A I` Opp ,: _. 00ll 0 .X, -x a .7 i0l z, .3: m 0 TEMPORAR)' C.40N5TRUCTION ENTRANOE— j.� .0 MP 2 ig, 50ALE: 1/4" 1'-0" ... ... ... .... ............. :-i:::i:: 3, ... .. .... . m 2:F: �<o xZ10 Xf 47. j VE -�zll, ... .......... 'w% j M. JNZ 0: 1��jg gi NFPFZ�SE C �4 D EP N -ONORETE IfET 4 t5jiA E -fw 0 &00f.i -0 TE CAWP :.i:. ft -V SHOULDER AREA TYP. .4e wl . . . . ....... MT f ow .,;,�*.. KM P_j IN: 00 .. .... ..... OFF nz. /05 2 ........... w . ...... o/ ix .. .. ........... L .... ........ _0 xil- w A X. 9, A z:*: w: F . 0 V Lu a b . ......... A :X: < HE id K, > :3K:. :i;� .... .... ... M" All- ........... .0 ON n .. . ....... ............. —.4 I:,x e.:y IK IV ifX:x M_ al .5 Z d %; A .1041 Ice ,AST VDIAMETER PREr &ROUND CONCRETE LEACHINC?RIN6. xg JIM: . .......... HATLK x". w., SEE CALCULATIONS ON PAr7E & -100 FOR POOL HEIC7HT5 gp:i j:i X> w. Y;, X xx 4, ..... . .... ..0 ... ... .. . ...6. 4- Xi xv w DIAMETER MIN. All.;vl A MIN. T* J o/v ...... .... \r,LEAN SAND 4 ORAVEL FIH 0 N N14 .. . .. ... a p, ...... ... 7YFICAL 5ECTION 0 LEACMIN6 POOL g.- w g:..m iii w, ix 50ALE: 1/4" V-0" x, axi., X5. 4� A A . ...... X. w 500' SITE BOUNDAR)o' 5CALE: NT5 \1:-RTI0AL FACE BEDDIN5 DETAIL z w SCALE: 1/4" V-0" 0 0 Lii 15'MAX.0. TO 0. LL INK . .............. ............ ... .. ............... .... .. ......... c;, EMBED FILTER Lo .......... .......... ....... R.L MIN. 6" INTO 4- �-A 0,,A < NOTE: MAXIMUM PRAINAC7E AREA vollA 1/2 ACRE / 100 LINEAR FEET (P 4% 0 5ILT FENOE PETAIL5 OF 14 SCALE: 1/4" V-0" PROJECT: ANTONISON RESIDENCE PREVIOV5LY'LAID B 1162 N BAYVIEW RD THOLD, NY DRAWING TITLE: FLOPq STORMWATER MANAGEMENT L DETAILS WAYSALES PLACED ON CONTOUR R ARS: STEEL PIrKET5 OR 2"x2" STAKE5 15TO 2' IN CiROUND. E-15 MivE STAKES F-LU5H P41TH TOP OF HAYBALES. PAGE: STRAN BALE DIKE DETAIL 56ALr=: 1/4" 1'-0" SW-200 DATE: 06/02/20 20F2 NOR 7, PLOT LOTPL&N M" ,,, s �Z,I e FORlam'°" YVZE FINAL PLAT PR PSA oR SUBDIVISION yo& Lor. o r R ALEXANDER L. & TRACY M. SUTTON Q. gS°p�N22(gC �T FILE NO t2123 FILED JUNE 12,2018 >� o� CIOSITUATE w��R m" lJ y�4 rte, h`` bros SOUTHOLD q x.j "c 200.00, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-54.2 SCALE 1"-40' 1,4 }a- ..�c.=o / LOT n lti �`rt o *o. E�y, 150. APRIL 29. 2019 tel' n AREA - 03688°o.9. H. Q 10 tj mmjl Al esvmlcm TO lava Im um s c P .NA 1F'tl a a It n TO nm MAP AOR 16r Hai DAM 4 _ X '6' S.Ipu$IY i[fnC YIIR CVWiIII n�A f Q. MET 001R rI °emmi0ir aa. AaI BmSOW NOOSS 6/Go ro n tVaLL ARG n I ®'1N.Pptl, \/L�Iii�RJ� ` a •T y,�� HNOYO mm off MY POOL A( 7 , erglr s ,, V®RdOZO�qrOL i 1r 061 Li/LM�MOL 'z 2 18.10" K, �� SjO.4p �rePMaE-'sTr�r+ILO\fVRc,AN1 ,d I rA a,xc Inu,mN or e6la Alm masa SHORN NQii91 AK IRW nm `Vekcr ly/ �P a m° icPA:WW r�0s�°w"m°'V1e��i>tr w`"011ia1 ml Lcr or THIS MORM. i �� h 3 eao R+aG>ma4-+r cleel�!no,"s GSI � i TE3,&1D 0, wP DATA = 20 pp, �2, % mw,au ,Sy a ° p I}Sl so-n.1 Q1T"SN as R. QaC aEa a..n./au.u w,ILm R.m o•m.Im,*e root agoNad @�' i p'�� q�`�'�K' MDrDc t,)r es 1 r b"SIM m"Ives y Im®SANO AND LOW ""W USEH'V` Nmi ' \J PIOM9D r 6A i r mP OOma MR WOOF Rw-OFY AK 910NM TNSi 3• 'I 1' �CGlUN / HOLY COUNTY[)EPAiRTMENT'OF HEALTH S::PVICZS F?RNIIT FOP 4a"ac'.A_.^.F C�I 'RUC:7 FugA �' 1 ,L 1M A2A.OLIiQ�1 nL 11.1' - r / � SiNGLC`•AI IL's�S517EtKC Q(v L/ � MmvWl mnvacosar m , �B� � qPS - na�el�Dmu`�ino - • P/LL ERaRN iEU6 ENID SP s7 A JUN f 5 2019 t7 ,.-f 7 eTt S)_� O 7,• •'r,a'r W O ) F '�, <s,r iS✓ 1.=j0- •" II, �. W olh Z6� y$ Agafr^.:�cL,G�_,4 _ Ar1 I,�, 14 ig FOR MAN'I;d U9:LIF_��8nOR0OhiS '� _}d J PALE E1aR a2Y SMD W e7P w 6 qd ?)?ES 7HR-E YEARS FROG]DATE OF APPROVAL ), { _, •; L': ��r M o°X"R6AR'm Nathan t4iCCorwln 111 i fa.yy CUC6 M NEW 1qM STAIR '•ti:. >� PALE m"r06 SOA SP OW IfYI Land Surveyor Su--7a slvnlq J b* Jr LS. ¢d Ate! pP k wham enam vwt P^ npv-LR NO YP1EA GJICOIRGERED PLRONI I�OO rIK Job A I EL 3.S I 1-- ,�� q � L�`� \ �,YO�amWOSIaDL�10,� M�.— ._=b P�_ GWW Lo,-, �• 14 �,P at&,, PHONE(Ea1)rt7-MO F.(a11)m-1727 j AVOFZS NKNW QPECIED GROUND RATER j V MEN` Or pNlr OP WAIS °�� '� �� is TEST RFll Mo 1� ""000ntlatO9 a WRa�n /J1D/O�I rASCLQMiS Or 11lCORD r 15ER I- Rood P.O.8m a AM,NOT SNOVN ARE NOY OWGIRRLTI. Jmnaavot.Nal YaN 11911 JartgapoR Nm YM 11947 I - I a �Q� PLOT PLAN Is ��j LOT 2 o� ^ 3X.2 18,'0„ FOR IRRIGgTIONwP�R _'O ON YO PA � FINAL PLAT STANDARD SUBDIVISION �, A7 e i T,�, PREPARED FOR ��° °� = h D /.Orgy �V POA ALEXANDER L. & TRACY M. SUTTON ��y` y a '� c P USFS p�suc/N�qR �o A T FILE No. 12123 FILED SITUATEJUNE 12, 2018 A_ 4 Lf (18 gRINGo oSfD m° �' SOUTHOLD so, 000 tlMirso �a ti �O��o• r0 ftp \ \ Ny'� 2oo.00TOWN OF SOUTHOLD S��o�"' eepR� �ee eo, off SUFFOLK COUNTY, NEW YORK Qo �,y �_4b �0 ti \ iq S.C. TAX No. 1000-78-09-54.2 4 m 48 I � '� barb SCALE 1"=40' im��`� LOT 2 i Q' 0• ' U f 40. Cta, r 0 RpHT a m^ 150' �B;� 1� APRIL 29 2019 a <v <<`�, _ :'• ry �� Q L Mj AREA = 30,000 sq. ft. Cm 4� � • / Q� ��' � y�y� 0.689 ac. m O 2�^moo h RFgR 7' 2 • ��°� n 2 qR 6 , AV _ ry D •`�h �� 0 ELEVATIONS1. SHOWN THUS:IMARE REFERENCED TO N.A.V.D. 1988 DATUM. in p3 =JQ� QRS/ OHO �� 2. REFER TO FILED MAP FOR TEST HOLE DATA. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A F BEDROOM HOUrSE I -_1;76®GALLONS. c C 1 TANK: TH /® 0. 52.5 [ / W AyCo 4. MINIMUM LEACHING SYSTEM FOR ASS BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. \ 1 POOL; 16' DEEP, 8' dia. (O •• • N PROPOSED FUTURE SOX EXPANSION POOL 0 N Osr&RAIL FENCE \�Pf TO BF pR18. Lf�L�+F1p PROPOSED 8' DIA. X 18' DEEP LEACHING POOL 2 , fsf�Ff O .4,' •r� PROPOSEI 14;73 GALLON SEPTIC TANK �Y 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD eNN.f f� LLC 6. THEREVARE NO WETLANDS OR SUTRFACE FROM OTHERS. 300' OF THIS PROPERTY. 'D TEST HOLE DATA h aQ CONC FMO � _ DIL4-7NAGE SYSTEM CAL•CUL4TIONS: 200• 40.5 `� ti� - ROOF AREA. 1,552 sq. ft. FROM SUBDIVISION MAP D 00, RF ^_ 1,552 sq. ft. X 0.17 = 264 cu. ft. USFS wets/ 0111 2 �` 264 cu. ff. / 42.2 = 6.3 vertical ft. of 8' dia. leaching pool required EL 42.5' 0' BA pUgi/C r' yq cl lfi PROVIDE (1) 8' dia. X 7' high STORM DRAIN POOLS MIXED SAND AND LOAM R�•9Rg f� UArFR Y PROPOSED 8' DIA. X 7' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: V N 'j 1' G&ZZ N o 2 yo - BROWN CLAYEY SAND SC bh�9.��6 � <, me0LK COUNTY DEPART;631a"�r OF ��E�L�€�S�F:�IIG�9 CD CJ? Q� R-,q1=T Fora APPROVAL O� COBS 3 ?IICT I01�FOR r. 6, � i PREFAB 'TN ACCORDANCE WITH THE MINIMUM • Q.tYy '';Ly;j�� r`1,Pl;ll..ij Esi DR I"3 Cc ON Ly g�q� FORbTIiLE SURVEYS AS ESTABLISHED • ,y'� E �'�1'�6 R 91880 E THE NEW YOR. APPROVED KNSTATEOPTED LAND 3 ��° • PALE BROWN FINE SAND SP DUN 2 5 2019 1 W ° O �t°� DATE H.S. RSP. ILIO, ®®® � � �` ,0,� F � • � W h \G LJ �g s o . h \ U � CIV FOR idIAXIlMUM OF �IaOI Ot�IV9� PALE BROWNSILTY SAND SM G ?x•10 y J OVAL t' a �• 1 W 'P9.° _., N.Y.S. Lic. No. 50467 t -• _ i UNAUTHORIZED ALTERATION OR ADDITION Nathan''��afit Corwin III ' +4'•,n, n PALE BROWt11N EINE SANG 2P ®20 TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �.+••� \pUeG/C COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor NKED SEAL OR pU w w�rFR\ EMBOSSED SEAL STHE LAND HALL INOT BE CONSIDERED ��,�Ci 7�Tl�{ o Q e(/C TO BE A VALID TRUE COPY. pi.`i YYJJ''P� /� k'A�R Successor To: Stanley J. Isaksen, Jr. L.S. .• ®g . �r �.t /N w CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. In a no LS. r�:t�,. i,� '" _ A/1L1� ` T /'� uu.. / - �. ONLY TO THE PERSON FOR WHOM THE SURVEY P 9 9 NO WATER ENCOUNTERED ` t ) A\[; C Y RFS IS PREPARED,AND ON HIS BEHALF TO THE LENDCOMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631727-1727 EL 3.539' TLITION.CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS HIGHEST EXPECTED GROUND WATER THE EXISTENCE OF RIGHT OF WAYS 2 AND/OR EASEMENTS OF RECORD, IF TEST WELL No. USGS 405906072110102 S 8843 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I — S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 9 LOT(S):54.2 q 11/9 a #R10-19-0053 MON. 4 of '2018'1011 EL 45. LOT 1F DWELLING 4pv�yd �D� W/PUBLIC WATER C \ p� WyJ= o4ER LL'so I LOT 2 LOT 4 6.9's �q Q M°, / ✓ EL 43.0 MON. v�vSOL Cq �' 'ao. c P4E AREA O PROPOSED / SUN LOCATIZY ON•. y / �\ \ PIPE LOT 6 �s===='s 41 '°gyp "'Sm y/ DW/EyIpLyNO Fstii'�, (i)8'DWt18'DEW LP. OVER 150'AT / EL 44.8 Ice �y �� O Q FOE E AGING� t 4� of pQ' _\ 1,50, 0.5 N EL 51.0 / t7 e00 .- —i 60'� �, Oti /� 0.1'W p0� \ (tebDa sok.wax.)..— ,� � � oN,>F N ¢�91L FeA/cr 1 n 48.4 . \ 1 OW/WEU'JATER \ x 2018110„� SzLr"'rNO OP `. N �-'—•/� � \•\�� / UBUC WATER �•. G' ft%r. 7/ mic SILT CONSrRUCUON / SCREEN SECTION LAND N/F OF ENTRANCE GEOTOMM FA BARBARA MCLAUGHUN 20 MRE waao owSUPPORT l V\ 00/ EL .5 / Flax uxGn°x MO . IXGWAIFD AlGI RAINAGE CALCULATIONS: / 6 U.P. ly E�nxG Gw�wG A) DWELLING FOOTPRINT-1,588 SQ.Ff. � (2)88,x 0.x14' 263.60 < 26 f REQUIRED iDED / a� �� VACANT TYPICAL oRY O c/M0, DEEP / / / (coNc.PREYXST CONPONENIS) B) DRNEWAY=2350 SQ.FT. Q lv 3 '911 f OR N WON W"�0° r MAR me NO l T enrom 2350-x=0.166=-390 CF — Q__ - �- _-- -_" m wutw"`=_ __ wam m no_xsromm anv -- euL 4 (2) 8'DIA x 5' DEEP DRYWELL= 422cf PRBUT SUFFICI OVIDED/ SEDIMENT GN SITE �oG� A, / ®1_2 o°o o° HAY BAIL AND/OR Qv SILT FENCING 3 o, T a w.M.O N NSDiUCTiON ENTIWx�-FOUNWTION OF COAIPACIED / \ \ / CO<UAR BACK FAL TO BE J/4'STONE BLEND OR N.Y.STATE D.O.T.APPROVED RCA \ / CtFAN SAt,AND GRAVEL FU TO 18'(MIn.)ABOVE OWNG GRADE FOR DRAINAGE ELEV. 42.5 / \ TYPICAL CLEAN OUT OL MIX SAND \ SLATE OR & LOAM STOPPER END — 1 / L yA 69 SUITABLE COVER OR PLUG BROWN SC LAYEY SANPALE \ \ 30' ELBOW SP BROWN / --, / \ FINE \ \ 60' WYE SAND / \ PALE — 11' / '�� / i^i��('� �Jf1 Cj�t" til FLOWi SM Bsl°N 'J/ � 1 SAND — 14' BPALE ROWN � , AUG 2 7 2020 SP FlNE SAND NO WATER FLS �GDEPT. END. LOC. 08-18-20 SHOWN ON 20' '►'� "� `�� 7? ' T7-IE.WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL AS AS SHOWN MAP LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS MAX. ALLOWABLE CLEARING AND OR DATA OBTAINED FROM OTHERS AREA: 29,999.78 SQ.FT. or 0.69 ACRES 18,000 S.F. ELEVA77ON DATUM: --------------------� UNAUTHORIZED AL TERA TION OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING TIME LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: GREGORY ANTONISON; MAP OF:ALEXANDER L. & TRACY M. SUTTON STEPHANIE ANTONISON; FILED: JUNE 13, 2018 No. 12123 CHICAGO TITLE INSURANCE COMPANY; RAM ABSTRACT LTD. SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK _ Professional Land Surveying and Design r, P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE # 220-33 SCALE: 1"=40' DATE: MARCH 6, 2020 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Boychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 9 LOT(S):54.2 #R10-19-0053 n ®n n tti 0 � ® T ® � N y®6 2� MON. `S LOT 1 vh EL 48.072o181O"F waumma wAmt o n) t5o' DINEWNO 4 yj .. -Zo o W60AM LOT 2 rO LOT 4 hs��,�� q " �q Q 0 4.A jj EL 43.0 MON. / DNY1 5� 44��mW� w .�,• c 1 / ......... ;•:i. rte. 1DpiD�ow �~ h O~ �- :.:.:•.;.::..:. ....... (1)BP.'D11x18'DEEP LP. •::••.: LP FFL 47.3.."." PIPE .. ?.;ii.};:.i.;i.S}::;::y: / G LOT 6 '...... DW180'W/ESAING DRY, �''•ii'i 7Z' ST OVER r y wmDow ' F'E�E EL 44.8 0� OQ' Nu•aEL 51.0 s�J. Off• �. 0.11W .--Po 1!1) 444a' / nF N FE1VCe EL 48.4 r\. �� Q� 2 / W/Wf1L WATER 72.18'10„ G \ 150 LAND N/F OF EW a4RA J MCLAUGHLIN -20Q 00 WIRE 3 / EL MO . MR VAGMR .4 / DRAINAGE CALCULATIONS: �Q �' / A) DWELIJNG FOOTPRINT=1,588 SQ.Fr. / Q 3 / 1,588 x 0.166=263.60 < 264cf REQUIRED (2) 8'0IA x 4' DEEP ORYWELL=338cf PROVIDED W.M 8) DRIVEWAY=2350 SQ.FT. / \ Q WA/ 2350 x 0.166= 390 CF / (2) 8'DIA x 5' DEEP DRYWELL= 422cf PROVIDED -OLK COUNTY DEPARTMENT OF HEALTH SERVIC�,S APP"�L S 3v Cf,) .,'44 ygC 1 E D V ORK FOR cv / '� N�� RE,.IDENCE �• ,_ / �~ / \ \ Tt12 Se'Pd2�IU •. r ..:%:3ri iJi." a r•L. i �$ '°Itl 1 +•, \ �R Y S3 a dais..,nation have bn Inspe.ac7 and/c1r c:t rtif e !� :,'i:�I"aaPs.tment or Other agencies and found!o L! / fie\stactory FOR ( dt8f1�UMQF--& BEDROOM 16��ffa Craa K P E . g4Wc9D—SE - -21 �e Of Wasterwater ManapAAepWRVEY 03-12-21 FND. LOC. 08-18-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS MAX. ALLOWABLE CLEARING AND OR DATA OBTAINED FROM OTHERS AREA: 29,999.78 SQ-FT- or 0.69 ACRES 18,000 S.F. ELEVA77ON DATUM. _ UNAUTHORIZED AL7ERAT/0N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCITURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2lEtCERTIFIED T0: GREGORY ANTONISON; MAP OF:ALEXANDER L. & TRACY M. SUTTON '�„ r STEPHANIE ANTONISON; FILED: JUNE 13, 2018 No. 12123 +�•`h :o1- - t n•_ CHICAGO TITLE INSURANCE COMPANY; SITUATED AT• SOUTHOLD +�yFRAM ABSTRACT LTD. TOWN OF: SOUTHOLD --KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK s;L%fir, a Professional Land Surveying and Design - �' �r�:;,� P.O. Box 153 Aquebogue, New York 11931 ` FILE # 220-33 SCALE: 1 =40 PHONE (631)298-1588 FAX 631 DATE: MARCH 6, 2020 ( � ( ) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. Woychuk REScheck Software Version 4.7.0 Compliance Certificate Project Antonison Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Unspecified Conditioned Floor Area: 2,342 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site:___ Owner/Agent: Designer/Contractor: 1162 N Bayview Rd Anthony Portillo Southold, NY 11971 AMP Architecture PLLC 1075 Franklinville Road - Laurel, NY 11948 _ 716-572-4741 --- - ---- aportillo@amparchitect.com Compliance: Passes using UA traderoff Compliance: 12.4%Better Than Code Maximum UA- 314 Your UA. 275 Maximum SHGC- 0.40 Your SHGC: 0.31 The_%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,294 30.0 0.0 0.033 43 Front(West) Elevation:Wood Frame, 16"D.C. 549 20.0 0.0 0.059 25 Orientation: Front Front Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 102 0.300 31 SHGC: 0.31 Orientation: Front Front Door: Solid 20 0.180 4 Orientation: Front Right(South) Elevation:Wood Frame, 16"D.C. 554 20.0 0.0 0.059 30 Orientation: Front Right Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 44 0.300 13 SHGC: 0.31 Orientation: Front Rear(East) Elevation:Wood Frame, 16" D.C. 605 20.0 0.0 0.059 31 Orientation: Front Rear Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 68 0.300 20 SHGC: 0.31 Orientation: Front Rear Doors: Glass 18 0.310 6 SHGC: 0.32 Orientation: Front Project Title: Antonison Residence Report date: 04/15/20 Data filename: G:\My Drive\AMP Arch itectu re\02_Private jobs Projects\02_North Fork\Antonison, Gregory Page 1 of 10 (McCarthy)_1162 N Bayview Rd, Southold-031820\05-Construction Documents\Antonison_Rescheck.rck a c , Gross Area Cavity Cont. Perimeter Left(North) Elevation:Wood Frame, 16" o.c. 603 20.0 0.0 0.059 33 Orientation: Front Left Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0.300 6 SHGC:0.31 Orientation: Front Left Door: Solid 20 0.180 4 Orientation: Front Ceiling 1: Flat Ceiling or Scissor Truss 1,132 49.0 0.0 0.026 29 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.7.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date c Project Title: Antonison Residence Report date: 04/15/20 Data filename: G:\My Drive\AMP Arch itectu re\02_Private jobs Projects\02_North Fork\Antonison, Gregory Page 2 of10 (McCarthy)_1162 N Bayview Rd, Southold_031820\05_Construction Documents\Antonison_Rescheck.rck t 5 Y [ 2015 IECC Energy Efficiency Certificate lbsulation . Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.31 -Door 0.18 0.32 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL 5YME30L iGEY : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP 2'-O" LAP (TYPJ EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.O. GO DETECTOR --------- STL. WHEN APPLICABLE) NEW PARTIAL HEIGHfT Q HARD WIRED SMOKE AND CARBON I I I WOOD F°'AME (L.G. STL. 5M/GO MONOXIDE DETECTOR COMBO - -------- ----- - - I H/ BATTERY BACK-UP -----------t--- ---(' WHEN Al 'LIGABLE) I I I 50 G.F.M. EXHAUST NEW FOL DATION WALL ® FAN w/ DAMPER MIN. (2) 2"x4" STRUCTURAL FL 50 FAN O.F.M. LIGHT COMBF EXHAUST ❑ POST FOR 4" WALL`i w/ DAMPER #F6 BENT REBAR TOP E BOT. Q I I (MIN. (2) 2"xb" 5TRUOTURAL TO TIE EA. REBR ® EA. POST FOR b" WALLS), U.O.N. J Q OOTING SECTION - FASTEN W WIRE TIES n I I I I I I I I I FOUNDATION PLAN NOTES I I I � I a � oD OI TYPICAL P. GONG. FOOTING d: WALL O_ CONSTRUCTION: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELJ7 E SILL SEAL CORNER GONNEGTION W • ANCHOR BOLTS A5 PER PA&E A-200 • P. GONG. FOUND. WALL AS PER.DETAIL UPON 40'-10" • P. GONG. FOOTING AS PER DETAIL UPON • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. GRADE BEAM 5'-0" BELOW GRAVE MIN. 34'-b" Lu • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WH1EN D F_ APPLICABLE) ul d� • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / 2 n 12 O 12F0071NO TIE IN DETAIL ri J STOOPS (WHEN APPLICABLE) rl'-O". . 2_ .;;...._ _ i� • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET 10'-II"' 10'-It'' 10'=�" a A-400 SCALE 5/4 - 1'-0" FOR HEIGHT OF WALL E SLAB (WHEN APPLICABLE) �� , OINTERIOR BEAM LOCATIONS: (2) 2"x12" P.T. (2) 2"x12" P.T. (2) 2"x12" P.T. O INTERIOR BEAM LOCATIONS SHALL BE - DROPPED GIRDER - DROPPED GIRDER DROPPED 61RD R COORDINATED w/LOCATION OF EXIST. JOIST _ LAP - PRECISE PIER LOCATIONS SHALL BE _ DETERMINED IN FIELD (TYP. FOR ALJ..) i HOLDOWN: 13 O3 HOL.DOWN V' A5 PER PACE V U _ jU 'L A-200 O p O O p O O do _ CURE HANDRAIL TO WALL ON AT x O LEAST ONE SIDE OF STAIR IN SEAM POCKET(TYPJ n �p iv R� ry AVER AS ACCORDANCE w/MANU. 5PEG.'s; SPECIFIED ON PLANS AND NOT PROJEGTIN& MORE PROVIDE IN5EGT ( THAN MY INTO STAIRWAY; TYP. STL. COL.: �� SCREENING BENEATH '. TG D ST DEE HANDRAIL IP SIZES GENT O 35" STL. GOLLINM BURIED INTO P. GONG. PAD - PERIMETER OF BY ISIMFI50NI OR EQUAL ADJACENT - -- - - - -- - - -- -- -- LEVEL -- - - FOOTING;SEE NOTED DETAIL A5 PER PLAN 4 to < SUNROOM �� to -- - - - - - - - - - - - - - -- --- -- -- -- SECOND FREEZE PROOF HOSE BIB: 12'-2" _ I - b FASTENED w/MASONRY ANCHORS (PRECISE - E LOCATION T.B.D. IN FIELD - GON°iULT w/OWNER) WALL AND HANDRAIL ... : ,. , ::......j PINE RSER s '� RESERVED : = = = -- " PINE TREAD --- -- -- ---------- - O 7 2) 1.75"x14" LVL L SCALE: NTS STANDARDS FOR GRIPPABLE HAND RAI FOUND d POSTS FOR WD. DECK: 4 DROPPED GIRDER q - - - - �/ _ _ 4 6"xb" P.T. WD. POSTE 10" P. GONG. SONOTUBE Ib - 4" O _ O GRO55 SECTION / s = DETAIL TYP '1 MIN. "pp G RANGI E CIRCULAR NON�IRGULAR UPON FOOTING AS PER NOTED DI-GK ( JV Q •• " • ' ROUNDED N SING - F - _ q FOUND E P05TS FOR WD. DECK: ° _ y% � ,,— W/Y4 RADIUS 4 6Y4 4"x4" P.T. WD. POSTE 8" P. GONG. SONOTUBE Oi d (NOT INCLUDED IN �2 PERI- ?)'a UPON FOOTING A5 PER NOTED DECK DETAIL (TYP) s 15 14 ^_ TREAD DIMENSION) Z MIN. �4 2 METER MAX. 2'-4 ~ I- IL -i U TYPICAL LEDGER BOARD 0 EXT. DECK: 10 I. (I) 2"x P.T. SD. TO MATCH DEPTH OF JOISTS 6'-4' ry ® cr z - V w Q J cl 2. SECURED w/(2) 5/8" 0 x 5" L.ON6 H.D. GAL. LAO w BOLTS m Ib" O.G. 3 i B?�SEMENT n 3. INSTALL H.D. 6!- /. JOIST HANGERS BY 'SIMPSON' (OR - - , (3) 2"x12" P.T. STRINGERS O m m EQUAL) -- STORAGE AREA 15 FACING STORA&E/NOi°HABITAL SPADE Y 4. PROVIDE FLA51 10 TUCKED UNDERNEATH 5101NO E - CONDITIONED BENT OVER TOP D6E OF LEDGER BD. -- - - - = _ - UNFINISHED I- 61-10.. 5. SEE NOTED DETAIL II - ° GYP. BD. FOR WOOD STAIR-5 ® GRADE= m - II 4" THK. P. GONG. PAD 5" WIDE x REQ'D LENGTH UPON _ '. .: PROVIDE SIMPSON HANGERS TO ALL F.J. I 5 `ti � 6 GRAVEL UNDER 2'x12 P.T. STAIR STRINGERS • -' t 12 3 - (b) Rl ® t7.5' DNS GONG " �.2'"xb" O AND BEAMS(1YPJ a (5) Tr ® i10.5' PAD MAX. 16' O.G. U.O.N. (MIN. 5 5TRINIGERS) b P.T. D.J. �n 1 o I6" O.G. 12-115/4 10-?y2 12 13-6/q mq+ TREATED 2 xl2 SILL y ._ FOR CONTACT w/GONG. -✓�:- � _ 12 24"x24"x12" DEEP P. GONG. PAD FOOTINGS AS I I 5 5 „ „ 4 ------_-__-- Z a O PER NOTED DETAIL ITYPJ x fY (5) 175"xl4" LVL - -- (5) 1.75 xI4 LVL (IF APPLICABLE)- (5) Lu -_ -- g iv C 4 FLUSHED GIRDER - - - 2_- - - -- - --- --- - - - ----- - - -- --- FLUSHED GIRDER FIRST LEVEL � n O 13 INSTALL NEW 500 GAL. PROPANE TANK BELOW IA - 2 -- - b'�2 - ��,' m -- - -- - -- - - -- < 0 M A a &R-ADE;MAKE/MODEL TBD I ,W; m 04 INDOW NOTE: �H'-1034" 2'-Y4 = IJ d p tl f ti W r O Q r1 14 I, ALL NEW WINDOWS E DOORS (MALL BE ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNS,, FUTURE taw = 15 14 p ry 0 0 OR ISLIDINO (AS NOTED); INSTALL AS PER MANU. - - -- -- - - - --- :- --- BOILER \ ----- - cV ------ — — INTERIOR HOOD 5TA I R DETAIL SPEC.'S. FOR SUBSTITUTIONS,!SEE NOTEt IN �i TH min PROVIDE 4" POURED GONG. ' A O "6LAS5 WINDOWS AND DOORS" ON PACE A-100 `� 51 SQ.FT. - �� SLAB W/6x6-10x10 W.W.M. m w 2.IF GP.SEMENT WINDOWS - ALL CSMNT WNDWS 1 �O BETWEEN CENTER E UPPER STRAIGHT ARM HIINC5E WHEN 8 5 I OF SLAB SECURED IN A-40 SHALL HAVE a-� p MEGH.ROOM 3.IF DOUBLE HUNG - ALL DBL. HHJN6 WNDWS TO BE a _ PLACE DURING POUR; 15 14 SCALE: I/2" = I'-O° TILT WASH s �p 54 SQ.FT. _ '� PROVIDE 6 MIL POLY ON 4" _ WL 4.ALL &LAZING WITHIN 15" OF FF TO BE TEMP. CL. 16 8 � I 5 - I w O� " GRAVEL BASE BELOW p - O - ui SLAB EGRESS NOTE: - - IN COMPLIANCE WITH NEW YORK STATE BUILDING _- t,\�-- ._ __ �� r CODE,SECTION 83102.1;THE FOLlOWIN6 MEAND OF _ EDRE55 SHALL BE FOLLOWED: 4 F _ �` 841'7 �• x- Q �3 BASEMENT (V 6 m w �) m SLI DRYIWELLPE TO pnF NET CLEAR OPENINO........... 5.7 S.F. > 7 ' NET CLEAR HEIGHT............... 24" MINIMUM (7YPJ E X0$ X0$ = O I6 f ' eb NET CLEAR WIDTH................. 20" MINIMUM WINDOW WELL Q Q 15 14 J 4 (V� � N N X.0 - - - WINDOW/DOOR FRAMING: m� �� m m 15 SEE PACE A-200 FOR FRAMIN6 �� _ - - _ _ - -- _ NOTE: P " a F O.. EL.=.MENT5-AR:OUND DOORS AND . _ /COATED DECKING 5< EWD BY � _v WINDEJWD (TYP.' OR ALL: U.O.N.; - Ib ALL DECKING SHALL BE FASTENED -'� 4 I � "DECK MATE" (OR EQUAL) ' � 5/4' RE NEW DECK PROVIDE (2) 2"x8" HDR U.O.N. �j` _ - - Q'D � HEISHIT P.T. RISER NOTARDS'ED ONS P.T. DECK JOISTS AS PROVIDE R-13 BATT INSULATION BLANKET %v - - " - m /4"x6" P.T. PLANS NOTED ON PLANS PROJECT: OIb o INTERIOR BASEMENT WALLS w/MOISTER US 5 P RETARDANT i I FLUSH LVL GIRDER - - - -- -- - - -- - - - - - 4" THK. x 8" WIDE x • DECK BOARDS `' `' _ WIDTH OF STAIR P. AI�TOI�l I�OI�l 4 ID 3 f` GONG. PAD 11MIN) = L Y - - - - - - - - - _ _ RESIDENCE 2 x6�� P.T.P 2"x B m 4 �e Q 4 �� T BLOCK IN BETWEEN EA = . FASTENED ASxE5-1/2"GO IZE TR N P GONG TRIM ER TO MATCH 5 I GER _ Nos �1xTd"�. PAD w/ 19NGRETE OF P.T. DECK JOISTS 5 - - - - - — - — -- --- -- -- -- --- - BY "GAL BURN" COR ; - — -- -- _ "- ---— =b yINR �y4" 5,_e„ :` SGREws S EQUAL)K) 4 '' FASTEN STRINSER 1162 N BAYVI EW RD — — — — - IN. (5) REWD PER 4 0 TO BLOCKING (MIN. b j SOUTHOLD, NY — — ° SRADE NERs) J U 12 8 20121 3 DRADE D D II y m D —r4 IN) 2"xl2" P.T. DTRIN6,ER5 DRAWI 0 o I`e•—�I . .... . r - - -- -NG TITLE: - - -- -- - O O STRINCER5 ®1 EA. STAIRWA ) FOUNDATION PLAN T 14'-2" EXTERIOR MOOD 5TAIR DETAIL A-400 SCALE: 5/4" = P-O" PAGE: FOUNDATION PLAN SCALE: I/4 1'-0" A-400mu DATE: 06/17/21 5 OF 10 SEOTION NOTES, (D NEkq goor-iNe NOTE (TYPJ: 1. INSTALL NEkq ARCHITECTURAL STYLE `TIMBERLINE' ASPHALT ROOFIN6 SHINOLE5 BY -OAF' OR EQUAL;MIN. ORADE 240#, 50 YR KARRANTY OVER 2.INSTALL ICE AND KATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD KALL AND AT VALLEYS OVER ------------------------------------ Rvorz HEIrHT 1"xb" P.T. DECKINo UPON 5.INSTALL 15 # BUILDINO FELT(U.O.N) OVER ELEV. +25.0' EFVM MEMBRANE ROOFINO,/� 4.1/2" CDX PLYPqOOD 5HEATHIN6 (BLOCK ALL SEAMS) UPON J" r-Dx. PLYDk-0 5. CAP SHINOLE OVER RIDOE 4 HIPS (AS REOV) 5HEATHINO UPON JOISTS &.PROVIDE RIDiSE VENT (AS REQV) 1. FLASH ALL VALLEYS &.INSTALL DRIP EDOE AS REOV 12' el. INSTALL ALL AS PER MANU. 5PEC.'s TYPICAL- ROOF 4 CEILINQ CONSIRLICTION: - NEP4 ROOFINO AS NOTED ATTIC, 0 1/2" rDX PLY1,,V 5HEATHINO (BLOCKINo a ALL . . ... ..... ..... .. ..... ............ ........... ..... ................. .... . . R.R.,C.J., 4 C.T. AS NOTED ON PLANS (a SPANS 7 H OVER 5' INSTALL "X" BRIDOINC a CENTER OF .................. ................ ... . ..... .... ..... ...................... .... SPAN U.O.N) .. . ........ .... . .... ... ...... .. ............ ... ....... .......... -V MIN. OF R-4,q FIBER 6LA55 INSUL. w/V.5. . . . . . . ,(� I O.J. AS PER PLANS .... .... ... ..... U.O.N., ............ ............ .......... . .. ... ..... .... 4 12 A� [CAL EXTERIOR KALL CONSTRUOTION (T*i'P): Typ ..... ........... .......... ............. . . ......... D_ T_ .. ........ UPON "TYVEK" HOUSE P4RAP (OR EQUAL) UPON 1/2" CDX PLYk*,V. 5HEATHINO (BLOCKIN6 a .......... ...... .................... .. ALL PLYI-V 5EAM5)x .... . .. .... .. ....... .......... ........ .......... ........................ . ........: :,.� �:. .:**-, 2"xb" STUDS a 16 O.C. N1 DEL. TOP PLATE ............ ..... .............. ............... .... ......... ................. ..................... . ... .... . MIN. R-21 FIBEROLA55 IN%L. VB., U.O.N. BATH 5 HALL 1/2" OYPSUM BD. YqALL FINISH - ........... ..... .... ..... IN ........ ... .................... .. ........ .... ............... NEk4 51DINO NOTE (TYP): .................. ......... . .... ...... ..................... ......... ......... . ...... . ........ ..... ........................ 1. INSTALL NEV4 SIVINO (TO SELECT) uj . ................ .................... .... ................ ...................... ............. ....... S .. ... ...... .... ... ........ . ..... 12 5.INSTALL ALL AS PER MANU. 5PEC.'5 . . ....... ..... ...... . ............................. .......... .......... .............. 4.PROVIDE ALL NECESSARY TRIM FOR. ..... . .................. ................... tu 6 : 1..._.._+� .............. ............. ....................... ......... ....... .............. ............. .......... ..... ..... PROPER INSTALLATION 12 ... ....... w .................. ............. 5. SIDINO SHALL EXrEND TO TOP OF b ...... .... ................................ .... ........ F.J. AS PER PLANS F.J. AS PER PLANS FIPST FLOOR TOP PLATE$ .......... . .............. . -2 : .................. ................................ .......... . ..... ...... ............. ....... ............ ......... ..... ................ ........... FOUNDATION KALL ............. 0 ......... ................ x ELEV. +10.1'.... ...... ......... .... .. . ..... .......... . ....... .. .................................... ............................ ......... .... ....... .......................... .................. .............. .... ................ . ....... ...... ... .. .............. . ............ ...... ... ................. . ................. ...... .................. .... ... ........�:-+-++..-,:.,-..-.-.+..-.-..-..-.-.-....�W T .. ........ .......... ......... .... . ..................... ................. ....... ........................ TYPICAL F. CONO. FTO. 4 KALL CONSTRUCTION: . ...... ... . .... .............. ...... ................................. . ............... .. .. ...... ................................... .. ......... .........=............ . .... ..... (2) 2"xb" P.T. SILL PLATES wl COPPER TERMITE . ........... ..... ......... .......... . . ............. .......... ... ....... . ....... .......... ............ SHIELD 4 SILL SEL ..... . . ................... ...................... ANCHOR E30LTS AS FIER PA6E A-200 ....... ..... =..�........ .. ............ ... ................... ............... .. ..... . ........ UND. KALL AS PER DETAIL UPON A-bOO .... . ...... .......... . .+.,...� * **** ,+ , _', * :, , �, � .,.*� .,�, . '': :.:. - ... . .................... ........................ .... .......... .......... .......... ............... .............. .... ...... P. CONC. FO ........... ................. ....... . .............. .............. ........... 0 P. CONO. FOOTINO AS PER DETAIL UPON FAOE A-600 ............._X ............ ........ 0 ASPHALTIC MA5TIO PAMPPROOFINO TO EXTERIOR (14 0 * + i I - - ..-.. �- - .. . - : . +..: ............................................ .......................... .......... ..... ........ . .... .......... �flNGEI)fPENCh ............... ...............-71 * B.O. FTC7. 5'-O" BELON ORDE MIN. ........... .. ... ............................ I)OOR -.:f ......... o 1/2" EXPANSION JOINT a PERIMETER OF SLAB (NHEN ............. m.... ... . .... ........ .................. ....... . .. ...... ........ ...... .......... ............. APPLICABLE) .... ........ .... .... . ...... ...... .......... ............... ........... ....... ... .........*...............r 7.7 7. . ................................... ....................... ...... ..... 1. 15" LVL RIPOE ........... ............ ...... ..... .4.. ......... 0 AIR ENTRAIN P. CONC. FOR PORCHES PATIOS 51MPWN 0520 RAFTER CONNECTION..... STOOPS (MEN APPLICABLE) OREAT ROOM . ..... .... .... ...... .. ............. ........................ ENTR'r ... ............... .... . . .... ................ ................ ...... ............... . ........... .... .......................... ...................................... . ................... MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FINISHED FIp,5T FLO01 ... ..... .. ... . ...... ..2 X12 .... .. . .. r ELEV. +2.0' :: � . , - � � . .. .... ... FOR HE16HT Or- KALL 4 SLAB (14-EN APPLICABLE) F. . ..... ...... ... .............. ................... ...... ........... .. .......... . ......... .............. ........ ........... ... ..... D.J. AS PER PLANS J. AS PER PLANS :.: :_*........... .............. .................. -------------- ......... I pUr-T . . ... ........ . ........ ...... ................ ............... ... ............ ....... ... . .... ...... ............. .............. ........ ....: ::.: ................. ................................ ................ --- ----- .. . .... . ............... ................ .... ... . . . . . . . . .... ....... .......... ..... .... ........... .... ....... ................. ................. ................................. ................. .................. ......... ................ ................... ...................... ........... . ..... ..... ................ . ............................. .. ...... ............................ .... ........... ...... . ............."I'll, ...... .............. ....... ................. .......... .................. .......... . ................... ........ ..... .. .............. ........................ ..................... ........... . ............... AV&. &RADE ................... . . ...... .... ......... ...... ......... ... .: := ... ..... .. .. .... ... ........ .... .. .. ........... .............. + . .... NEN FZ-50 BATT. INSUL. IN FLOOR SYSTEM (MIN. R-50 ........... ------------. .......................... ....... ................................ ..... ..... AS PER TABLE 40 ............ .......... .. ........... .. ................... ------------ .......... .......... ... f. .......... ............................. ....... ..... ..................... ...... ................................................. .......... ........... ........ ...... ................................. ... ............ .................. ...... .......... - - --- ------------- ..... x ........ . ............. .... ..... .........*z..,;,,,,.,_,....::.___. ------ .......... BEAM/OIRDER AS PER PLAN ... ................. ................................ .. . ........ ... ................. .................... .... ......... .. ........................... ............. ..... ....... ....... . ................ ..... ....... ...... , .. :::: :I—, �,; 1—, -1.......... ...... ......... .................................. .......... ........... ....................... . ..... . ................. ..........:----------* ......... .. ....................... ....... .. .. ................ ...... ... ..... .. ........... . ........ . ........ .. ... ............. . ..................... .......... ... ........ ........................ ......... ............ ..................... ........... .......................... BASEMENT .... .......... ... ........................................I............................ ... . .... ...... ........... .. ....... ...... ... ...... .................................. ....... I ...... . .. ..... 4" P. CONO. .............................................................................................. .....::: ........... .......... ............................. ...... .... . . ... NEN R-15 BATT. INSUL. BLANKET a INTERIOR............................................. ...... EMENT KALL (MIN. R-15 AS MR TABLE 402.1-2) SLAB PV OONI�)ITICNEP ............... ........... . . ...........113-_ - - � ... ...... .... .. ...... ... .............. ... . ........... 0 .......... ...... ................. ............ ........... 'o............ ...... ...... bxb-IOXIO v4A.M .. ... . ....... ....: ::::................ . ...... ... ................................ ............................... .. ... ..... .......... ...... ..... . ........... ............. ................ ........................... . ................ ........ ................ ...... .. ........... ........... ...... .....I "" :� - ........................................................ .................. x x x............... ........................... ..................... ............. . ...... .............. ........... ........... .................................... . ... ..... . ...... .... ........................ %u ... ..................... ........ .... .. ................... .... ........................ ........ . ................. .... ........... ................... ............. .. .......... ............ ............. .......... ............ ........ ............... .... . ........... .. . ....... _JN /A� ............ ...... ...... ...... ................ ........... ... ......... ............ ...... ...... ... ................. ....... ............ ....... .......... .... ....... ......... ............................... .......................................................................... ........................ ..... .. . .................. ... .................. (14 ................... ...................... ...................... x . ............. ............ ..... ...... . . ..... . ............. ... ................. .... .... ........ ............ .......... .............. ............. ............. .... ................ ................ .. . . .. ....... . .......... .. .... ...: ::.-:. .............. :2,,xIo, R.R. ....�2,,Xlo,, .. ........ N ...............2"XIO" R-R-:':'-_ ............ ........... ............. . ...... . .. ............. ..................... . .................. ..7*.,:.,.-.,. ..... ............ ............................. ..... ..... ............. .. ........ .... ........ ......... ............................. ........... ...... ........... Ib SECTION A IA-600 z .................... .. ........... .... ...... .............. ................................. ................. .......................... . . . ................ ............ . ..................... ................ ------ I LLJ I ............................... .......................................... . ......... .......... .... *=7�........ .... . .... ................... -oil SCALE: ..... ... .. ........... ............. ... ....... ....... ........ ......................... ........ .... ......................... ................ ............I................... 1/411 uj . ........ .... .......... ........................ . .......................... ...... ................................. .. ........ ..................... ..... ... ...... ............................. ................. ............ ..... ................ ........... .................. ............ ............. ...... ..................................... .. ............ ......... ........... .... cio .......... ......�-1.11��ll,""---".----,-...-,.�� .......... .................. . .. .... . ................. ...... ............... .... ........................ ... .... ........ .. .... ....... .. .. .. ....... ................ ..... .. .......... ........... ............ ..... . ................. ..... . ........ ... ... .... ... .......... ............ ... ......... .... ....... ... ......... ......................................................... ...... ............... Lu .......... ............................. ............... ................................ ................. ............................... ................ ................................. ............... ................. .............................. .... ...... . ......... ................. ................. ".] :,"', :,: -, :,*;,,.'.:..� ........... -6.001 ......... . ..... . ................. ly.............. ............. .......... ............................. :::::::::............= ; ...... ......I .. ..-.1 1 . ..: :: -::. :::- . ::-::- j Z ...... .......... ..............i .... ....... ....................................... . ... ..... ....................................................................................... ... ... ... .......... ... ............... ............. . .... ........ . ............................. ............... .......... 0......... : ..fl...,.:.:.:.:.:.:.:.,.;,*.+.�:.:., . .... .. .. .. .......... ........... ... ....... ........ ..... .... ........... Lu...... .... ........ .......... ....................... ................ .�. ___ 1. +-:.+: . .: ....... ...... ..... ...... ... .. ..... ..............:::-- ................................... ............ ............. . ................. ....... ......... .............. ................ .... ... ..........::....................... ....................... .. ....... ............. ......... ........................................... .... ...... .... ...... ..................... .... .............................:................................................... ..... ................... .......... ............ ............... ... ...... .... . ...... .... .. ............................ ......... .... ..... ....... ........... % % , I UJ /4 .................................................... .......................................................................... CL i Z;51-1/2. O.D. 50H. 40 5TL. z LLI COL. (A5TM A125) AS ROOF FL. NN PER PLAN NELDED TO 0 i 0 (L 50ALE: 1/4" 1'-0" THK. /STL. BASE PL. (4) 1/2" HOOKED ANCHOR PR6VIDE STRAFFIN 4 NAILINO AS BOLTS EMBEDDED INTO PEP,CONNECTION -D' IN "TYPICAL NAILN6,15TRAFFINO REGUI ��FOOTINO MIN. 4" Pq/ OVERSIZED /_FOR`UPLIFT, SHEAR, I LATERAL KASHER AND END NUT SETUP HINL RESISTANCE" 014 PAOrz A-200 NEk4 F.J. AS PER EA. 571JD PLAN n �5.001 (4) 515" H.D.O. LAO (2) P.T. SILL PLATES EASE PLATE 'A' UPON. SILL SEAL UPON OLT5 (PREDRILLED) HANDRAIL TO KALL ON AT SCALE: 5/4" 1'-0" p ONE SIDE OF STAIR IN COPPER TERMITE SHIELD 7771- ANCE w/MANU. SPEC.'s; ER AS SPECIFIED ON PLANS NV NOT PROJECTIN67 MORE 0 HOOKED AN040R E30LTS a AN 412"' INTO 5TAIRY4AY; wl 5" SQUARE KASHER 4 ITCHED METAL OIST HANOER SEE HANDRAIL ORIP SIZES ADJACENT ENr,>NuT;ALSO SEE ANCHOR BOLT BY SIMPWN' OR EQUAL SECOND LEVEL STION ON PAC -200 T_ (1) #5 REBAR 45" O.C. -(1) #.5 REBAR CONrINUOU5 5/5 THK. PL. rl�" MIN. SPACE BETKEEN 51e>" THK. H.D] 5" 7:*HK. (MIN) P. CONC. \,FLOOR SYSTEM 5ALV`. PL KILL AND HANDRAIL FINE RISER AS NOTED ORADE 5M. (5,500 F151) NEpq STL. CAP FL 5RIPPABLE HAND RAIL 5TANDARD5 FOR C NELVED TO COL.;SEE PROJECT: FINE TREAD SCALE� NTS > 'PITCH ORAVE CAP PL. DETAILS Pq P400D BEAM AS X NOTED ON PLAN CAP PLATE 'A' CROSS M-ITION R-15 BA17 HAND"IL MIN. CIRCULAR N0N--rIRZVLAR INSULATION FOR CONNECTION OF 5TL. COL. TO (2) 1-514" P41DE ANTONISON CLEARAWr: BLANKET K/ NOTE: NEH 5-1/2" O.D. SCH. 40 STL. L`VL LUMBER OR (2) 2" V41DE DIMEN51ONAL LUMBER RDUNDED NOSIN6 tu MOISTER 11 ASPHALTIC, RADIUS II_ ------MASTIC 1. REFER TO PAiSE A-200 COL. (ASTM A125) AS PER LVT I PER[- 2V4" RETARDANT 11 - -�OFINs, FOR RAILIN5 AND OUND. PLAN BY 5IM5 STEEL RESIDENCE (NOT INCLUDED IN MIN. 2" MAX.11 II_ VAMPR.0 STRAPPINO OF ALL (OR EQUAL) TREAD DIMENSION) z bXb-IOXIO v0q.m. / a.00, BETIAEENCENTEP, C� COMFONENT5 (4) 515" H.D.O. LAO OF 5LA5- BASE PLATE 'A' NELVED 1162 N BAYVIEW RD tu UPPER /NEH 4" POURED CONC. 0 /BOLT5 (PREDRILLEr,>) ow SECURED IN PLACE (1) #5 BENT TO COL.;SEE BASE PL SLAB -1 ju muRiNo FOUR ,' BAR a DETAILS FOR 13OLTIN 0 JU SOUTHOLDNY (5) 2"xW P.T. STRINCERS 0 z w/R-21 INSULATION, IF UNDER-SIDE 15 FACINO STORA&ENON-HABITAL SPACE 4" FOURE12 CONC,.,-' b DRAWING TITLE: (1) #5 AB; SL 11 11 ONTINUCU5 b MIL POLY . SECTIONS 4" 6RAVEL BASE ... ....... 67yr. 130. RETARDER:` ROOF FRAMING PLAN ............ 4" O"VEL BASE 24"x24"x12" DEEP P. CONC., 4 PAD FOOTIN& UPON CLEA� -oil OT FILL 5/5" THK. PL. TREATED 2"xlZ LL COMPA FOR CONTACT N1 CONC. 11L ......... . ..................... 31e>" THK. H.D. OMPACTED FILL OALV. PL. 01 (IF APPLIC d) PAGE: rAP PLATE S' -FIRST LEVEL (5) #5 REBAR--' 10 FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" HIDE 612 4 5" MI LV`L LUMBER OR (5) 2" V41DE OR (4) 2"x V41DE A-600mOl DIMEN51ONAL LUMBER, OR 5.25" V41DE FSL r INTERIOR V400P 5TAIR DETAIL a .....0 UNI�)ATION V4A LL DETAIL r2 STEEL COLUMN DETAIL _,)i5TF_EL _ 00L. BASE TOP PLATE DET. DATE: 06/17/21 50ALE: 5 50ALF: 1/2" 1'-0" SCALE: 5/4" 1'-0" /4-- 1--0-- jA-&Cz7pI SCALE: 5" I'-n' 7 OF 10 5EGTION NOTES ------------------------------------RIDGE HE] MIN. 4" BETWEEN EDOE5 OF O NEN ROOFING NOTE (TYFJ: ELEV. +28.0' -i/2" SQUARE BALUSTER I. INSTALL NEW ARCHITECTURAL STYLE TIMBERLINE' ASPHALT ROOFING SFfIN6Lf.5 BY 'GAF' OR EQUAL;MIN. �11 (STYLE TO SELECT) GRADE 2400, 30 YR WARF:ANTY OVER TIE (OR EQUAL) \ p 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO SIMPSON H2SA RAFTER 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 12in OVER 6 P�5 ry 'QR.�4S 5/4"xb" P.T. (U.O.N) 3.INSTALL 15 0 BUILDING FELT •O.N) OVER 4.1/2" GDX PLYWOOD SHEATHNO (BLOCK ALL SEAMS) �y P� �C p DECK BOARDS -1 TP 5. GAP 5HINOL.E OVER RIDGE d HIPS (AS REQ'D) 6.PROVIDE RIDGE VENT(A5 REQ'D) 1. FLASH ALL VALLEYS >4 B.INSTALL DRIP EDGE AS REQ'D TTIG q. INSTALL ALL AS PER MANU. 5PEG.'s v \ v (2) I/2"0 HOT DIPPED 6ALV. BOLTS P.T. F.J. AS ___- `EA. P05T w/ OVERSIZED WASHERS S O TYPICAL ROOF b CEILING CON5TRUCTION: - -- G.J. AS PER PLANS , , , . , , , , PER PLAN irk END NUT PREBORED INTO BEAM, POST, 2 • NEW ROOFING AS NOTED DECK TIE b RIM BOARD ASSEMBELY • 1/2" GDX PLYWD 51-EATHINc5 (BLOCKING ® ALL PLYWD SEAMS) 12 • R.R.,G.J., d G.T. AS NOTED ON PLANS (6 SPANS F" it T. BEAM AS NOTED OVER& INSTALL "X" BRIDOINO o CENTER OF 18� n Y SOLID BLOCK ® 12" O.G. SPAN,U.O.N) DECK JD15T TIED® E ? • MIN. OF R-49 FIBER GLASS IN5UL. w/V.B. _ I I/2"� H.D. OALV. THRU BOLT w/ 0 p z FOS T OVER5IZED WASHER 8 END NUT U.O.N., Q PREBORED INTO P05T d DECK I TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): "SI COLD ABASE n� ® COLUMN BASE JOIST TIE O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) N 6"xb" P.T. POST � UPON 1/2" GDX PLYWD. SHE:ATHINO (BLOCKING o GRADE ALL PLYWD SEAMS) / 12 • 2"xb' STUDS m 16" O.G. w/DBL. TOP PLATE BEDROOM 4 BEDROOM 5 4 11 • MIN. R-2I FIBERGLASS IN5UL. H. V.B.,U.O.N. / 10"P '50NOTUBE' FILLED • 1/2" GYPSUM BD.WALL FINISH - - SOLID w/ P GONG - - - -- - 2 P.F.J. AS PER PLANS n NEW SIDING NOTE (TYPJ: _-_i - - - - b FIRST FLOOR TOP PLATE _ - 4 I. INSTALL NEW SIDING (TO 5ELEGT) ELEV. +10.1' 11 _ --- 2."TYVEK" HOUSE WRAP(OR EQUAL) 1 SIMPSON 24"X24"xl2" I � W 3.INSTALL ALL AS PER MANLI. 5PEC.'s - HANGERS I-O P. GONG. PAD FTG. p 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5.SIDING SHALL EXTEND TO 'TOP OF - II- FOUNDATION WALL Q LL 13AG SENT 5. W dJ ~ OO TYPICAL P. GONG. FTG. d WALL CON51RUCTION: 3 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE 4 J Q E I SEAL - SHIELD SILL _ _ •.. �` : • ANCHOR BOLTS A5 PER F,�.6E A-200 Ki`TCHEN LST. BATH BEDROOM .... I DEGfG SUFfi�Oi�T DETA I L • P. CONC. FOUND. WALL AS PER DETAIL UPON A-600 • P. CONC. FOOTING AS PER,DETAIL UPON PAGE A-600 - - - ---'-------- ELEV 2 O - FINISHED FIRST FLOOR&&\ • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR D.J. AS PER PLANS F.J. AS PER PLANS + A 601 - SCALE: 3/4" • B.O. FTG. 31-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN AVG. GRADE APPLICABLE) 7 • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / ELEV. +O.O' STOOPS (WHEN APPLICABLE) _ 8 8 • MA50N TO ACCOUNT FOR'FINISH STONE ON THIN SET O Z FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) T ONEW R-30 BATT. INSUL. IN FLOOR SYSTEM(MIN. R-30 565EMENT AS PER TABLE 402.12) 4" P. GONG. CONDITIONED SLAB W/ bxb-10x10 W.W.M l �J BEAM/GIRDS A5 PER PLAN..... - --------------TOP OF NEV4 B -�. . ELEV -b 8' : NFJ^l R-13 BATT. IN5UL. BLANKET o INTERIOR ` O BASEMENT WALL (MIN. R-13 A5 PER TABLE 402.1.2) SEGTI OI `� G / VO I 50ALE: I/4" = P—O" i RIDGE HEIGFfT------------------------------------- EV. +28.0' Z 12 w RR p�6 03 Lu ATTIC U (L G.J. AS PER PLANS - '51MP5ON' H2.5A w RAFTER TIE v) Lu Il.on 18 V1 R.R. PER PLAN /- Z CL Lu ! 0 3 O --- -- I-- -- - o R O - 0 -- -(L 'SIMP50N' H2.5A %" - j--- � ---- - 2 RAFTER TIE '� Cj z F- ti Q " 2 BEDROOM 2 BATH 4 BEDROOM 5 • 2x LEDGER _ Y2 4 � PECK BOARD w I-----' ----- ' , --- - - - - CONT. VENTED , FIRST FLOOR TDP PLATE: I r F.J. AS PER PLANS VINYL SOFFIT ELEV. +10.1' EXT. -------------- 3 WALL ( NEW P.T. BEAM 4 AS PER PLAN NEW G.J. A5 I II PER PLAN 44� TYPIGAI�OR CLO. JBO 5T�5: �o `fl to II (1) 2"X BD. TO MATCH DEPTH OF <' I INTERSECTING JOISTS, SECURED w/ EXTERIOR SHEATHING AS �4 - P� 6 I II NEW N" P064 (FO"SIR BM) PER SECTION NOTES i • - "_IMP5ON" BG52-2/4 (2) 5/8 x 5 LONG HOT DIPPED ea OAL. LA6 BOLTS ® 16" O.G. TO I.-'w:,•'.J ° 6 RS BY SLMPSONM(O EQUAL) PERTAL J015T rS MATERIAL A. H;,.,.:.__ e -6 1 ( OR 2 PLY B ) STUDS IN 5GREEN RM. "A �L ::.:....... BUILDING PAPER 4 HOUSE WRAP FINISHED FIR5T FLOOR ------ - - - - — — E`LEV. +2.0' ---- I . ' ' ' F J. AS PER PLANS NEW 8"� FIBERGLASS TO FULLY OVERLAP FLASHING L SMOOTH, STRAIGHT - - - - - I AN STYLE COLUMN CASINO BY HBd GAP FOR AVG. GRADE JillFERMACA5T (OR EQUAL) - •NEW 4"x4" P.T. P05T DRAINAGE 5/4"xb" P.T. DECKING PROJECT: ELEV. +O.O' FIELD SPLIT A5 REO'D CONT. FROM 5LAB N.O.N. ON PLAN/ 7J 8 T g I I TO ROOF HDR _ "Z" FLASHING SECTION/DETAILS) z • - ' NOTE: RAIL AS NEW "SIMPSON" NT NISON 5 I I PER PLAN P05T BA5E PER =` POST SIZE _ ��FLASHIN6 DRIP EDGE RESIDENCE - COUNTER AS PER PLAN 0 NEW P.T. P.T. DECK JOIST 565EMENT ,` I DECKING JOISTS AS PER PLAN FASTENED w/(2) - FLASHING - ------- -- 5/8" L x 5" LONG HEAVY DUTY GAL. 1162 N BAYVIEW RD - I : 4" P. GONG. CONDITIONED -6 I LA6 BOLTS m Ib" O.G. INTO MUD SILL d METAL 6ALV. JOIST HANGER IO I 5L/� ►"1/ - - RIMS(2) 5/Sx� x 5�FOUND. APPROVED SOUTHOLD N 6x6-10x10 W.W.M � �� BY 'SIMP50N' (OR EQUAL) o TOP OF NE SLAB --- NEW P.T. F.J. MASONRY ANCHORS • R O.G. EA. JOIST f Y ELEV. -6.8' °Z" FLASHING FOUNDATION WALLTITLE: SECTIONS SECTION 5 /A'-CSO I DETAILS 2 00\/EREID FOROH DETAIL L 5 LEDGER' GO1�lNEC710N DETAIL 5GALE: 1/4" = 1'-0" A-601. '�'-601. SCALE: I" = I'—O" PAGE: ............................................:.................. . DATE: 06/17/21 8 OF 10 Elf F NOT PROCEED WITH NG UNTIL SURVEY, OF UNDATION�LOCATI ►y S BEEN,APPROVED. - APPR VED AS NOTED cQ DATE: B.P.# `� I All exterior lig 'tin FEE: ' BY: installed,reply °d or NOTIFY BUILDING DEPARTMENT AT fepaire+d shall Ce foj 765-1802 8 AM TO 4 PM FOR THE t0 Ch2ptt�t"I , FOLLOWING INSPECTIONS: e�the Tann 1. FOUNDATION - TWO REQUIRED C FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST Blower, oor BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE end du �rOr1: REQUIREMENTS OF THE CODES OF NEW testing re aired. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ll 't prom .' Manuals COMPLY WITH ALL CODES OF D,J and yo, per NEW YORK STATE & TOWN CODES NYS Ene Code w AS REQUI D AND CONDITIONS OF SCUTNOLD TObVN ZBA U r•rr „', , w ARD Lw.- ELECTRI AL U SO ,,��u uiJIJ3TEES INSPECTION U J N QUIRED 0111, E TI?US5 PLACARD'NG (QUI E Y OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE PLMLSERCE iFICA.TiON OF OCCUPANCY ONLEAID CON 'NT BEFORE CERTIFICATE O CCUPAIv,Y SOLDER USE IN wATF� EXCEESUPPL Y SYST M CANNv :D 2/10 1% LEAD, D'ZAINAGE INSPECTIONS ARE REQUIt1ED Contact TOS Engineering at 755-1560 before Cackfill,OR Provide Engineer's Certification that the drainage has been installed to Code. . PLIJ�i! INC. a ALL PLUMBI WASTE: &1NATER U.i S NEED"."' T TIN I�EFO COVERING �4 Z CW C U 9 0 W AR � 9. p N ` I � fhw�� O 5� �j 0 03740�' O �aTFOF NE�� ARCHITECTURE ANTHONY PR.A. LEED A PROJECT: Z, 77,1777777-4—, 7777777 7*"�" .. 1 - ,wrx -•r•. .xTM, m ,,-. -m +'a.,*anr., -w 1777 777 k 1075 FRANK1INVILLE ROAD 204 25TH STREET, SUITE 203 RESIC INCE LAUREL N .Y. 11948 BROOKLYN N . T . 11232 1162 N B/ MEW RD LLC16-2.014-0160 Yo 0.516`2 x.4'0160 SOUTH LD, NY DRAWING TITLE TITLE PAGE i PAGE: uV DATE: 06/01/20 1 OF 10 NOTES � SPEC I F I GATI ONS CARPENTRY WOOD RAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY FA61"-" KEY IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CON57iZUCTION DOCUMENT BINDED I, ALL LUMBER SHALL BE DOU61-AS FIR LARCH #2 E BETTER (Fb = 575) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DMENSIONS OF EXISTING FOUNDATION AS IT T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTE5, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE T- ( 00 TITLE PAGE SPECIFICATIONS,ANr S FAMILIARIZED WITH THE PLANS PRIOR TO PORK PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE Ib" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. b" MIN. FOUNDATION EXPOSURE. ACE-NGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L 1. NO WORK TO START UNTIL APPROVED PLAINS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING GAPAGITY OF (1) TON/50. FT., U.O.N. IS NECESSARY TO MATCH FLOOR HEI&HT5 WITH THE EXI5TIN6 STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND TH15 PS FORMAT, AS - 100 GENERAL NOTES 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 6AOE METAL JOISTS HANGERS BY "TECO" OR OTHERWI5E NOTED STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL 50LID-5AWN LUMBER, GLUED LAMINATED TIMBER, STRUCTURAL DESIGN CHARTS PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC75 IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR 61;,'ADIN6 6. NO BACK FILL SHALL BE PLACED AOAIN5T FOUNDATION WALLS 4. ALL UNNOTED OR NON-VISIBLE EASEMENT°i ARE THE RESPONSIBILITY bRULES SPECIFIED IN 1.1 THR:OU&H I.b.. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, UNTIL 151 TIER OF FRAMING 15 IN PLACE. A-200 HOLDOWN, ANCHOR BOLT, OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINC75 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS -7• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMAR, OF A LUMBER CRADIN6 OR INSPECTION AGENCY b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SHALL BE CLARIFIED WITH THE ARCHITEGT/E'N6INEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 50LID WITH CONCRETE. STRUCTURAL DESIGN LOADS WITH THE WORK. b. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHER4'4I5E NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN AGGORDANCE WITH PACE A-200. JJ�� 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INS16NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE I`Z-BOO SITE PLAN UNLE55 APPROVED BY THE ARCHITEGT/EN6INEER. F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.5.1.,U.O.N. PROJECT/ZONING DATA 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. 6L.UED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET BEFORE THE START OF FRAMING ON PAGE A-200. 6ENERALLY, SHEATHING 15 OF 1/2 THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH . ROOF AND 15 OF COX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER b. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN - - APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. A-400 FOUNDATION PLAN q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING SCHEDULE ON PAGE A-200 AND GLUED, U.O.N. STRUDOCC0UMENT TURAL THE &OVER N6 BUICAPACITIES OF ILLDIN6RGOD AND ANYICATED HOOD IADDIINAL-JOIST5, THIS. (I) WALL TIE PER (3) SQ. FT. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 12. EXTERIOR SHEATHING TO BE COVERED WITH "fYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN A-500 FLOOR PLANS PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED NATE-RPROOFIN6 TO EXTERIOR OF FOUND. W 12. THE ARCHITECT I5 NOT RETAINED FOR SUPERVISION OF THE WORK AND I5 UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROV1510N5 OF FROM FOOTING TO 2" ABOVE FIN&- GRADE. w ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRJCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOGUMEN, THE 16. NO CONCRETE: OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES V GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40-F AND FALLING, UNLE55 APPZOVED BY ARCHITEGT/ENCINEER. NO ILLJ EXCEED LAT AND AT EVERY 5--O". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. �-�O0 SECTIONS 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE = J 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-200. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED 1'1. NO ADDITIVES SHALL BE PLACES IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT,THE ARCHITECT/ENGINEER. U J RUBBISH,WA5TE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ROOF FRAMING PLAN IX BROOM GLEAN. NECESSARY. SET FORTH IN AN51/I-PI I NATIONAL DEVON STANDARD FOR METAL PLATE Ib. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND Q CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DE516N DRAWIN65, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 A-200. OR THE MANUFACTURERS CODE EVALUATION REPORT. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES "" Iq. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BEA -60 I SECTION AND ORDINANCES. Ib. AT "WET WALL" PARALLEL TO J0I5T5 FRAME DOUBLE JOIST AS PER CODE. 1,6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. I6. THE CONTRACTORSHOULD FULLY GUARArITEE HIS WORK AND THE WORK OF 6ENERALLY,SEPARATE DOUBLSU E JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR 6YPM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK DETAILS FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM S51 SPECIFICATION FOR GYPSUM LATH, OR ASTM G-iq CONCRETE SLABS TO HAVE 6x610/10 WELDED WIRE REINFORCING, THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR &YP5UM 5HEATHING BOARD. COMPLETION OF PROJECT. Iq. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS PER PAGE A-200. I.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x b" -- - -- - -- -- - - - 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BA510 HARD BOARD OF DEEP # 3'-O" BELOW &RADE. JJ�� - ARGHITECT/EN&INEER,AND THEIR A%&ENT5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. A-100 ELEVATIONS AGAINST ALL CLAIMS,DAMA&ES, LOSSES AA10 EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ATTORNEYS FEES ARISING OUT OF OR RESUL.TIN6 FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: 6LA55 WINDOWS AND DOORS THE WORK PROVIDED THAT ANY SUCH CLAIM',DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING,DIPPING,OR 5OAKIN6 UNTIL THE WOOD I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,D15EASE OR DEATH OR TO ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, I.b.l. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE 2. GLASS DOORS AND WINDOWS SHA-L NOT BE INSTALLED UNTIL PROPER ___ ____ _ _ ___ __ _ _ ___ __ _ ________ ITSELF INGLUDIN& THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN CLEARANCES ARE PROVIDED. MANUFACTURER SUCH A5: HAN6E=R5, NAILS, SCREWS,FLASF+IN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND WHOLE OR IN PART BY ANY NEOL1&ENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY FL- 100 PLUMBING RISER DIAGRAMS CONTRACTOR,ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY SL.ASS UNIT INSTALLED EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE WITHIN Ib OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, GAS RISER DIAGRAM BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21, LVL (LAMINATED VENEER LUMBEW DENOTES EITHER OF THE FOLLOWING: EVALUATION REE:PORTS. UNLE55 OTHERWISE NOTED. PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILLIAN JAE MICROL-AM B. GEORGIA PACIFIC 2.OE 6-P LAM I.b2. ORIENTE37-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. ALL 6LA55 UNITS SHALL BE INSTA_LED IN STRICT ACCORDANCE WITH ___ _ " MANUFACTURER'S SPECIFICATIONS.Ib. ALL MATERIALS, ASSEMBLIES,AND METHOD OF CONSTRUCTION INGLUDIN6 - - _- -_- - - - _ - - ESUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAfi=ERBOARD USED IN STRUCTURAL IONS SHALL MEET A. TRUSS JOIST MCMILLIAN 2-OE PARALLAM THE PROV1510N5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC. ARE TO BE CAREFULLY :SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPED.-s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. _ APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAW22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORD,*NCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS.IN65 - ------_ G - - LL AND SPECIFICATIONS WINOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE 60VERNIN& BUILDING CODE, 6. PROVIDE FLASHIN6 PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR INSULATION N ✓TRATI ®N RE G U I RE I - I F_ I N ✓ AUTHORIZATION OF THE ARGHITEGT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A206.1 AND ANY 7. ALL EXTERIOR DOORS ARE TO BE WEATHERE=D STRIPPED AND PROVIDE ALL _-________ __ _- -___ _ _ __ REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE - ---- - - - - - ---- - -_ NEEDED,UNLESS OTHERW'SE SPECIFIED. ALL DIMENSIONS AND CONDITIONS , SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SALIN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE I- iD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFrEPSPAN. NOTCHES IN THE b. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFEGTION5. 6LA55 PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-91XTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APSHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. COMPONENT COMPLIES 20. CONTRACTOR TO RE �vE a RELOCATE AS REQUIRED ALL E.XI5TIN6 WORK RAFTER DEPTH WHERE NOTCHES ARE MADE AT WFf-0lKT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC . VALUE CITATION (PER 2020 NYSECCC) WHICH INTERFERES WITH K-A CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM Glob STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. q. ALL WINDOWS TO BE AND:-RSEF+. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE = ' - ___ - -- ,_ - 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURE-R'S - -- - __ - HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. `-- _ _" SPECIFICATIONS, UNLE55 NOTED OTHERWI5E. 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANE! SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH MAX. U-VALUE = 0.32 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE U-VALUE = 0.25 FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GPM/SF 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. CHARACTERISTICS ARE AS FOL.LOW5 BUT NOT LIMITED TO: DEVON PRESSURE, AIR LEAKAGE = 0.30 GFM/5F YES MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT CF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUSE{ OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS PER 8402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF 'THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL --- - --__ - - _ , --_: - - __ - - __. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 5'ND DEPTH AND THE EDGE REQUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. UNAUTHORIZED USE UNDER CT OF Iq LAW BY THE ARCHITECTURAL WOF21C5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/5 TO THE EDGE OF THE STUD. REPORTS. CEILING R-VALUE R-4q BATT INSULATION MIN. R-VALUE = 4q GOPYRISHT PROTECTION ACT OF IggO (AWGF A), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CR055-SECTION. TE WINDOWS IN TUB/SHOWER ENGLOSLRES AND WITHIN STAIRWAYS SHALL BE PER TABLE R402.12 - CLIMATE ZONE 4 YES 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED 6LA55. _- _- - -- _- :- 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.21. - - - CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, EXTERIOR (2 xb:�) WOOD MIN. R-VALUE - 20 (CAVITY) I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE A-200. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 182W .1 SQUARE AND FRAME ALL R-VALUE R-21 BATT INSULATION PER TABLE R402,1.2 - CLIMATE ZONE 4 YES STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND SC:REW5 (INCH SERIES). -- -_- _ --- :__ -- - NEW YORK STATE PROPERTY MAINTENANCE CoODE, AND 2020 NEA YORK PLUMBING _-` = - SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING - - STATE ENERGY CONSERVATION CONSTRUCTION CODE. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) FLOOR R-VALUE = Iq SCHEDULE). HOEDOWNS OPERATE IN CANJUNGTION WITH THE PERFORATED 2.22. LAG, SCREWS: L,4G SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. FLOOR R-VALUE R-30 BATT INSULATION YES 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). A5ME 13182.1 5WARE AND HEX BOLTS AND SCREWS (INCH SERIES). PER TABLE R402.1.2 - CLIMATE ZONE 4 WOOD FRAMING,AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. _=_ --.-_ - -"` - _ - - _ - - - '- ' - 22.3. TRU55 METAL OoNNEGTOR PLATES: TRUSS METAL CONNECTOR PLATES Z CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION COMPLIANCE STATEMENT: 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN (AFdPA) AMERICAN WOOD COUNCIL (AWG). 3. ALL. WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN 2 WOOD POSTING TO BE BLOCKED SOLID TO FOUND.WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, AND AT BASE OF VERTICAL WASTE PIPES. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE C70VERNINO BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION GONSTRUGTION GORE USING CHAPTER 4 [RE]. PLUMBING CODE. WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/b" PER V SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS o FOOT. .- - - - 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEN YORK STATE EXIST. WALL5 d 12" LONG HOOKED BOLTS O NEAFOUND. WALLS). FOR ANY 2.2.4• METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPINC SIZE AND ----- - ---- - - - -.__-_-__ ___ - GA6E ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, �- ui MECHANICAL CODE AND 2020 NEA YORK STATE FUEL 6A5 CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED FZEINFORGIN6 (® MIN. 16" 5. GENERAL TRAP AND WASTE 5L_i=5 AS FOLLOWS, UNLESS OTHERWISE NOTED: � GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R301.� WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED m POSTING,U.O.NJ. - DISH WASHER.......................................2" Q MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY C) 5. ALL FPA-RIGAL WORK SHALL CONFORM EER. NATIONAL ELECTRIC HOWEVER,WHEN COLUMN OR P05TINO I5 PART OF THE LOAD PATH FOR USE - KITCHEN SINK........................................2" ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GONE,NEPA N AND 2020 NEW YORK STATE'_ ENERGY CONSERVATION IN A 5HEARWAL.L, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ - LAVATORY..............................................2" ALLOWABLE DEFLECTION OF 57RUCTURAL MEMBERS - - GODE EVALUATION REPORTS. CONSTRUCTION CODE. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, - SHOWER/TUB..........................................2" --_-- - --- -. - - ---------- SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. - - - - - - -- 22.5. NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb"I STANDARD SET 6" DIST., U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAGE A-200. FLOOR DRAIN......................... 3 ALLOWABLE DEFLECTION U.O.N. WITH TOP GAPS o STEEL COLUMNS TO BE MIN. 4" BENT PLATE b" LONG - TOILET....................................... 2 STRUCTURAL MEMBER � w/6" RISE b w/(2) 1/4"O BOLTS THROU&H CENTER LINE OF VERTICAL LE65 LAUNDRY ............................... GENERAL WIND PROTECTION CONNECTION NOTA 3 - - -_ - - ADAPTED FROM STANDARD FOR HURRICANE RESISTANT 226. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES6. ALL SYSTEMS TO HAVE ONE 3" MAN VENT STACK AND INCREASED TO 4" RAFTERS HAVING SLOPES GREATER THEN 3/12 L/Ib0 CONSTRUCTION;SSTD 10- SBC, IG q AND 2018 SBHH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE THROUGH ROOF. r I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, ASPHALT ROOFING SHINGLES W/ __ FINISHED CEILING ATTACHED TO RAFTERS ,Cq�i MANUFACTURER'S CODE EVALUATION REPORTS. 7• PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN d Y' FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I. ALL SLOPED ROOFING SF+IN6LE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING - - � SF+IN&LES OR APPROVED EQUAL. DRAIN COCKS AS REQ'D. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW INTERIOR WALLS d PARTITIONS ; 22."1. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 16.6.1 WOO (� � Ir')() 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WOODSCREWS (INCH 5ERIE5). PROTECTION. .- -.___ ___-_-. .._- ___- -_- --_ -_ - - --- ._ __ __ - _-- - -- & ��Ug ,5v �°P 0- INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC SHALL 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHER 115E FLOORS d PLASTERED CEILINGS iC •, f -4 ' BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NOTED. ALSO,CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE b. WASTE FROM CLOTHES WA5HERS AND LAUNDRY TUBS ARE TO BE PROVIDED L/360 < ,h: ..90., .,,�` , AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL WITH BACK FLOW PROTECTION. - -- - - ---. - _ - - - --- - ---- - - - - - - - -. , ,,-11i)lg-. 3. METAL PLATES, CONNECTORS,SCREWS, BOLTS AND NAILS EXPOSED LINE. 3 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. r�r ALL OTHER STRUCTURAL MEMBERS L/240 'r �� 11. INSULATION Cl. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL L2-',' - `"' �- DIREGTLY TO THE WE°ATHE'R OR SUBJECT TO SALT CORROSION IN COAST - - - AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED HEALTH DEPARTMENT STANDARDS AND REOULATION5. ,A !� FIBE-R6LA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 -moi • �; - 7 r� CONSTRUCTION. FOIL TO BE PLACED TOWARD WARM SIDE. I0. APPROVAL AND INSPECTION I5 RE=IRED BY LOCAL JURISDICTION PRIOR ----- ----- -- .-___ 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL - - _ - _-- - -._-__.___ --.-.- -- . - --. ' � . SHEATHING AND 5IDINC, FRAMING ANCHORS OR CONNECTORS SHALL BE 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERTO CONGEALMENT OF PLUMBIN5. EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 0� �� 'S �N^�" 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION - .. -_ -.- - ._ _ --- - - . _ _ _ . - _--_.-PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE SPECIFICATIONS. WALLS FROM 6" BELOW ORADE TO 24" BELOW GRADE IF DESIRED BY 11. NOTCHING AND BORING OF 5TUDS,JOISTS, RAFTERS AS PER BUILDING CODE. EXTERIOR WALLS - WIND LOAD5 W/FLEXIBLE FINISHES L/120 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE NO NOTCHING AND BORING OF 5TRUC-URAL MEMBERS SHALL BE PERMITTED 5. NAILING OF ROOFING SHALL BE TO CODE. _-__---.- =- - . . PR;OJECT: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF Of'POSIN6 TIO WATERPROOF°INC. NOR ANY POTENTIAL DAMAGE THEREOF. RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 6. CORROSION RESISTANT II 6A&E ROOFING NAILS AND 16 &AGE STAPLES ARE 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: - LOGATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO PERMITTED RAFTERS. - q" R-30 FOR FLAT GEILIN65 ANTON ISON 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 ELECTRICAL: CLIMATIC $ GEOGRAPHIC DE51ON CRITERIA b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 2:12 PITCHES TO 4:12 PITCHES - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM STRUCTURAL DESIGN LOADS - R-21 FOR 2"xb" WALL CONSTRUCTION TO 201-: NATIONAL E-1 EGTRIGCODE,NFPA-70 AND 2020 NEW YORK STATE _ --- -- -.__ --- - _ - - - - ----- - -- _ - - 525 _ - --- -- _ RESIDENCE - 525"' R-21 FOR FLOORS E'NER&Y CONSERVATION GON�TRUGTION GORE. GROUND SNOW LOAD 7. FLOOR TO FLOOR HOLD-DOWNS TO BE F'iZOVIDED EVERY 48" AND EVERY b. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF USE LIVE LOAD DEAD LOAD 25 LBS 16" WITHIN 4' OF EXTERIOR CORNERS. THE SEALANT TO UPLIFT FORGES U51NO ASTM D 65&. . - - - - __ - - - --__ . CONTRACTOR WILL FURNISa A FIRE UNDERWRITERS CERTIFICATE UPON ---- --- - - 1 --- - --- . - - - -- BAS G WIND SPEED 130 MPH b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL 'BE ANCHORED COMPLETION OF WORK. EXTERIOR BALCONIES 40 psf 15 psf TO OF T AND 3'x3 TIO WASHERS ANCHOR BOLT EACH VINE ANCHOR OL DIAMETER MECHANICAL CONNECTIONS: - --- -- -. - GYPSUM WALL BOARD - -- ---- ------ - -- -- -- - - ---- - -. - - ---- -- - - - 1162 N BAYVI EW RD �" LT SHALL BE 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE 3. SMOG DETECTORS, 0 4 OIFY OR PRRMOANCE DE HATRD HIRED DECKS 4o psf 15 psf EXPOSURE CATEGORY B SOUTHOLD NY PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR COMPOUND METHOD. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SMOKE DETECTORS ml BATTERY BACK-UP IN: ---------- -- - - - --- - _ . ___-_ __ - _ - ----- - -- --- - - - - , BOLT5 SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONGRETE/MASONRY505MIC OE51ON CATE=GORY B FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6, UNLE55 PA55ANOER VEHICLE &ARA&E5 50 psf AS PER PLAN p _... - - - - - - 2. THE SUBSTITUTION SHAM MEET ALL OF THE MINIMUM CRITERIA SPECIFIED A. EACH 5LEEPIN6 ROOM - - - AND AT SPA,GIN6 NOT F�CGEEDIN6 4 ON c: OTHE-RWISE NOTED. WATER RESISTANT (W.Ra AT BATHROOMS AND WHERE BY "SIMPSON" MANUFACTURER. WEATHERING SEVERE I DEEMED APPLICABLE. B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf .----.. ---I----- -- -_ _ _- _ ___- _- __ -- -. -. - - - __ DRAWING TITLE: 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES AREA IN THE IMMEDIATE VICINTY OF - -.. _--_- _ ___ _ -- - - -. ------- -- -- FROST LINE DEPTH 3'-O" GENERAL NOTES SITE WORK 3. 5/b",ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL THE BEDROOMS (GENERALLY THE HALLWAY) ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf -_ -.- ..-- _-_ ___ - - _ l. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUGIN6 LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY 'SIMPSON" -- -- --- - - - - - - - - - - -_ - _ RATE= TO HEAVY PROJECT/ZONING DATA 2. VERIFY ALL 61VEN DA � ON DRA HIN65. IIF THERE I5 A DISCREPANCY, EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf i r I G. EVERY LEVEL OF DWELLING TERMITE MODE (BASH:-NT, FIRST FLCY)R, 8 SECOND FLOOR, ETG� ____ _ RECEIVE CLARIFICATION ROM ARGHITECT/ENCINEER PRIOR TO PROGEEDIN&, CONCRETE PANELS OF 5/5" THICKNE55 MINIMUM. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED i =,-�-3I i .`` � _ 5 5LEEPIN6 ROOMS 30 sf IS sf LGE BARRIER Rte, _ U f 3. EXCAVATE AND BACK TILL FOR WORK INDICATED ON ORAHIN65. 4. FINISH JOINTS, J-BEADS,NAIL. DIMPLES,CORNERS,AND EDGES SHALL BE 5. INSTALLATION PROCEDURES SHALL AL.WAY5 BE CARRIED OUT AS PER p p -- - - -__ - - l � -- - - ------------ --- - -- __ __ -- i - - . . STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS MANUFACTURER SPECIF=ICATIONS OF THE PRODUCT BEING INSTALLED. MECHANICAL, FUEL 6A5: ' '1 V SITE. STOCKPILE ALL EXCAVATED MATERIALS. TO DRY BETWEEN COATS. FINAL GOAT TO BE SANDED SMOOTH. STAIRS 40 psf IS psf I_' `� 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 1• MECHANICAL AND FUEL CA5 SYSTEMS SHALL COMPLY w/THE - J u L 2Q�� PAGE: 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND SPECIFICATIONS OF THE PRODUCT BEING INSTALLED NYS MECHANICAL CODE AN7 FUEL 6A5 CODE 6UARDRAIL5 AND HANDRAILS 200 psf 15 psf ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE ALL OPENINGS. " ?. VARIATIONS IN CONNECTOR GONFI6URATION SHALL 13E APPROVED BY 9',_ _ R FOBACK FILL MATERIAL SHALL BE REMOVED FROM SITE. b. FASTEN GYPSUM BOARD AS PER 2sf FOR ATTIC T FASTENING SCHEDULE ON PAGE A-200. ARCHITECT T*� 7'7 ` .r T s3I-a 1 Im -100 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR CATH. •-----.r)T,n, A b. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED - ---------._-_- _.-- ---_ ---- --_ - -- - --------- -- - BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE -I-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) DATE: 06/25/20 2 OF 10 FASTENING SCHEDULE A CONSTRUCT 1 ON DETAILS N I ND LOAD FATH ANCHOR BOLT SFE G I F° I GAT I ONS NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 (SEE PAGE A-200 FOR STRAPPING AND NAILING REQUIREMENTS, GONNEGT I ON DETAILS AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL 5PEGIFICATION, IT APPLIES UNLE55 NOTED OTHERWI5E e°-12• SPECIFICATION (2018 WFGM TABLES 5.2A b 5.25, P. 157-160) (SCHEDULE A5 PER AWG 2018 WOOD FRAME GON5TRUGTION MANUAL TABLE 3.1) NOT TO SCALE CORNER CONDITION • FOR ALL STRUCTURES: DESCRIPTION FASTENER SPEC. FASTENER 5/6"41 ANCHOR BOLTS ® 39 O.C. AND QUANTITY SPAG I NG ROOF GE I L I NC FRAMING NOTES: I. MIN. 7" EMBEDMENT INTO CONCRETE RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE A-200 PER RAFTER WOOD JOIST WOOD JOIS w/ 5" SQUARE WASHERS AND END NUT SETUP; GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE A-200 PER JOIST • END I5 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL CONDITION TOP TWO COURSES SOLID F GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE A-200 EACH LAP BLOCKING JOIST HANGER 2.ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS GEILIN6 JOIST LAPS OVER PARTITIONS(FACE-NAIL) 9-Ibd COMMON EACH LAP GIRDER/HEADER PLAN DIAGRAM OF ZONES 5. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE A-200 PER TIE FROM ENDS AND CORNERS (TWO ® CORNERS) WOOD G I RDER WOOD JOIST (SEE DIAGRAM TO LEFT) BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAI 41 NC OVER WOOD G I RDER JO 1ST FRAM I NC FLUSH WITH G I RDER/HEADER WALL FRAMING TNrF 1 GAL NA 1 L 1 NO/STRAi=f='1 NC REOU I REMENTS FOR TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I66 COMMON ' PER FOOT U F L I F"T, SHEAR, LATERAL lel I N D RESISTAN(f.,E TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE W TYPICAL NAILING/STRAPPING REQUIREMENTS FOR STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. UFLIF7, SHEAR, 4 LATERAL WIND RESISTANCE W HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGE5 F_ U WALL STUD WALL STUD TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD U -j BOTTOM PLATE BOTTOM PLATE � � D2 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, SUB FLOOR CONNECTION DI ENDJo15T, BATHTUB or BLOCKING (PAGE-NAIL) 2-I6d COMMON 12 PER FOOT Q DOUBLE JOIST DOUBLE JOIST FLOOR FRAMING % AT STUD TO FLOOR ASSEMBLY TO SILL I 1 • PLATE(S) CONNECTION: JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER JOIST e - - - - ! 1 BRIDGIN& TO J015T (TOE-NAIL) 2-8d COMMON EACH END 4- 0 11FOR STRAP - 3 8 d COMMON NAILS ® EA. D I END OF STRAP (WRAP STRAP UNDER SILL PL) BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END ° DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS o ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK d COMMON NAILS TOP PLATE (TOE-NAIL) ALTERNATE CONFIGURATION - ABOVE STUD TO LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T FLOOR CONNECTION w/ # LPT4 SIMP50N (OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES BAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER JOIST KING E--'UDS BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT RAFTER CRIPPLE STUD ROOF SHEATHING - - - - HEADER NA I L I NC/STRAFFI NC l W I NDON/D OOR HEADERSTRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD PERIMETER EDGE ZONE 5 8d COMMON 6" EDGE / b" FIELD TOP PLATE &ABLE ENDWALL RAKE OR RAKE TRJ55 w/ 8d COMMON 4" O.G. NOTATION: UP TO q" RAKE OVERHANG ,JACK STUDS - - A -NUMBER OF bd NAILS a EA. END OF STRAPPING (2018 WFGM,TABLE 3.1,P. 169) WALL S UD B -NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOOR5) (2016 WFGM,TABLE 3.235,P.291) GE I L I NG SHEATHING G -�4UMBER OF FULL HEIGHT KING STUDS o EA. 510E OF HEADER(2016 WFGM,TABLE 3230,P. 292; • _ ALTERNATE AS PER TABLE 3230,P. 293) - - - -- - -- -_ - - A lj GYPSUM WALLBOARD 5d COOLERS GE l0" FIELD / D -NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER m EA. SIDE T' ED - '—D (2018 WFGM,TABLE 3.-(,P. 184) E -NUMBER OF JACK 5TUD5 o EA. END OF HEADER(2015 WFGM,TABLE 322F,P. 266) F -NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) m EA. SIDE TYP I GAL HEADER CONNECTION ALTERNA71VE RAFTER TO WALL STUD CONNECTION �; —G (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3.6,P. 191) WALL SHEATHING STRUCTURAL PANELS _ - 8d COMMON ED&E 12 FIELD G G I G _ FASTENING SCHEDULE E3 GYPSUMR WALLBOAD 5d COOLERS T' EDGE / 10" FIELD WIND RESISTANT GONJG TRUGT 1 ON GONNEGTORS —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDO"OOR OPENIN05 ACCORDANCE WIT -- - - (IN H WOOD FRAME CONSTRUCTION MANUAL 2016 EDITIOW CONNECTION LOCATION: PART NUMBER: NOTES: A __ — — FROJECT / ZON I NCS DATA LOT GOVERAC : REQU I RED � TBACfCS - - -- - TAX MAP # (000-1 a-0cl-54.2 DES CRI PTI ON AREA % LOT LOT AREA = 50,000 S.F. ; R-40 NC GOVERAC E ZON I NC DISTRICT TOTAL LOT AREA 30,000.0 S.F. REQU I RED EXIST. PROPOSED GOMPL I ES 30,000 S.F. LOT AREA PROPOSED HOUSE 1,310.8 S.F. 4.4% FEMA FLOOD ZONE X PROPOSED DECKS 554.2 S.F. 1.2% FRONT YARD 40.0 68.2' YES WETLAND_ S DISTRICT NO n/A PROPOSED SCREEN-ROOM 161.0 S.F. 0.6% SIDE YARD 15.0' N/A 55.2' YES DEC DIS MGT NO n/A TOTAL AREA OF ALL STRUCTURES W4.0 S.F. (0.1% YARDS IDE 55.0' N/A 110.8' YES _. .. - ..--.._......._-------._- ..-.---_------ ............................ .........._.. ..... ...... ...... ... .................... ..-..... ..--.._......................... ......-_........................... _.--. -.- .__ MAXIMUM COVERAGE ALLOWED = 20% REAR 50.0' N/A -r1.8' YE5 EXISTING PROPOSED FIRST FLOOR AREA - 1,510.8 S.F. SECOND FLOOR AREA - 1,152.2 S.F. w CROS5 FLOOR AREA - 2445.0 S.F. U BEDROOM COUNT - 5 �_ = f 0 OA S-7 Q :, 0/ US �L - SITE LAYOUT NOTES �� THIS IS AN ARCHITECTS SITE PLAN IS \' / c) s, SUBJECT TO VERI F I C,4TI ON BY A LICENSED EL SURVEYOR. THE INFORMATION i 51.0 ®N REPRESENTED ON THIS S 1 TE PLAN 15 TO THE -q� ARCHITECT S BEST OF KNOWLEDGE. / RMATION WAS OBTAINED 2. SURVEY INFO ` L. FROM A SURVEY DATED APRIL 21, 2011 ��O' 'IVA AND PREPARED BY: FUTURE �� O co NATHAN TAFT CORW I N I I I POOL DN ''� 1586 MAIN ROAD / JAME5PORT, N.Y. II TELEPHONE: (651) -12-1-2010 ` 26" TREE, TO BE PRESEi�ED � _ � EL= 45.5' / 1JRp/ RETAINING \• SUNp WALLS / \ DROP /oGo , PROPOSED Q w � MIN_20p O 2 STY. HOUSE QGAo (5 BEDROOMS) ry, Q• 5T �• L-,o / 24TREE 0 TO BE Q� 22 N °0 PRESERVED /�/� Z ® l 0 TREE 4k _-V ^ OUT5IDE00 TESTHO0 o / '" 4 EL.42.5'' 52.5 EDA sT RA/� 1500 18" TREE \• / / TO BE PRESERVED 72ZFR (P oNNV/ nn Y O �9 7445 O� oM v® / FBF Nf�y PROJECT: � ' pRop ANTON ISON N/®/ RESIDENCE DAR5ARA J J. l�f GLAU0HL= I N / o 1162 N BAYVIEW RD DWELsLs I NO �� ' � , - ry f SOUTHOLD, NY USES FUE3L= I G �O NATER EL- -DRAWING- TITLE. - - - ' SITE PLAN W f PAGE: All U fA-300 SITE FLAN �k DATE: 06/01/20 4 OF 10 SCALE: 1" = 15'-0" 0ENDRAL iCEY : _ EX15TINO TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR _2'-O" LAP 5M w/ BATTERY BACK-UP (Ty F) EXISTING TO REMAIN O CARBON MONOXIDE - NEW WOOD FRAME (L.G. GO DETECTOR STL. WHEN APPLICABLE) HARD WIRED SMOKE AND CARBON NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. 5M/GO MONOXIDE DETECTOR COMBO I - w/ BATTERY BACK-UP I WHEN APPLICABLE) -----------fi--+---T NEW FOUNDATION WALL ® ST FAN w/ DAMPERI I 50 G.F.M. EXHAUST I I MIN. (2) "x4" STRUCTURAL FL FAN d LIGHT GOMBP P05T Fc A 4" WALLS w/ DAMPER (MIN. (2) 2"xb" STRUCTURAL # 6 BENT REBAR TOP d BOT. I I TO TIE IN EA. REBAR ® EA. POST FOR b" 1�lALLS), U.O.N. FOOTING SECTION - FASTEN w/ WIRE TIES I I I I I i I I FOUNDATION FLAN NOTF-5 0 TYPICAL P. GONG. FOOTING $ WALL O 0 Y ul CONSTRUCTION: • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD • ANCHOR BOLTS AS PER PACE A-200 CORNER CONNECTION w• P. GONG. FOUND. WALL ?S PER DETAIL UPON 40'-10" • P. GONG. FOOTING AS ME-R.DETAIL UPON • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR F� • B.O. SRADE BEAM 3'-0" BELOW &RADE MIN. 34'-b" • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN W APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS 12 12 SOOT I NC T I� I N DETAIL STOOPS (WHEN APPLICABLE) I'-O" 2'-O" 12 10'-II" 10'-II" 10'-8" • MASON TO ACCOUNT Foil FINISH STONE ON THIN SET FOR HEI&HT OF WALL 4 SLAB (WHEN APPLICABLE) 4z OINTERIOR BEAM LOCATIONS: (2) 2"x10" P.T. (2) :2"x10" P.T. O 2 INTERIOR BEAM LOCATIONS SHALL BE DROPPED GIRDER ROR1 SIRDER "' COORDINATED w/LOCATION OF EXIST. JOIST _ LAP - PRECISE PIER LOCATIONS SHALL BE DETERMINED IN FIELD (TYP. FOR ALL) 12 12 N QQ < 12 N Q.D in 12 ` HOLDOWN: 13 a a a OHOEDOWN b' AS PER PACE - - A-200 - - 9 - 9 (DROPPED GIRDER 4 SECURE HANDRAIL TO WALL ON AT BEAM POCKET(TYP) 71� (2) 2"AO" P.T. LEAST ONE SIDE OF STAIR IN O DROPPED GIRDER --- - DROPPED GIRDER - - - ADER AS ACCORDANCE w/MANU. SPEG.'s; 4 SPECIFIED ON PLANS AND NOT PROJECTING MORE PROVIDE INSECT SCREENING BENEATH �U THAN 4:�" INTO STAIRWAY; TYP. STL. COL.: _ la0 PITCHED METAL JOIST HANGER SEE HANDRAIL GRIP SIZES ADJACENT O 3.5" O STL. COLUMN BURIED INTO P. GONG. PAD 3 m 4 PERIMETER OF x �� d BY '51MP50N OR EQUAL SUNFOOTINS;SEE NOTED DETAIL AS PER PLAN I I < 10 cV ® �' - -- - -- - - -- -- -- - - - - - - - ---- -- --- -- __-- -- SECOND LEVEL -- FREEZE PROOF HOSE B'B: O FASTENED w/MASONRY ANCHORS (PRECISEto a - LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) U " MIN. SPACE BETWEEN _ 3/" FINE R15ER O RESERVED = = = = a 3 - (2) 1.75"xW' LVL - -- ---- -- -- -- - -.-- -- _--- -- _ /a" PI AD R GRIPPABLE HAND RAIL / 4 DROPPED GIRDER 4 STANDARDS FOR SCALE: NTS- FOUND Q POSTS FOR WD. DECK: RD \ p O 6"X6" P.T. WD. POST d 10" 0 P. CONC. SONOTUBE 1 O ell. -< dJ z HANDRAIL GROSS SECTION MIN. Z y n CLEARANCE CIRCULAR NON-CIRCULAR UPON FOOTING AS PER NOTED DECK DETAIL (TYPJ " ROUNDED NOSING w to FOUND lt POSTS FOR WD. DECK: p '� w/Ya" RADIUS 411-04"W 4"x4" P.T. D. P05T d 6" 0 P. GONG. 50NOTUBE 1+; 1414 (NOT INCLUDED IN �" PERI- . 2Ya UPON FOOTING AS PER NOTED DECK DETAIL (TY'P) TREAD DIMENSION) O MIN �a_2 METER MAX. O O Io TYPICAL LEDGER BOARD ® EXT. DECK: E3A5EMENT n= n= - w 1. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 6'-4 UNFINISHED x x 2. SECURED w/(2) 5/8" m x 5" LONG H.D. GAL. LAG cV O (14 ® V W BOLTS ® 16" O.G. / �t ? U UNHEATED - - W 3 iL O (3) 2"x12" P.T. STRINGERS® N ' 3. INSTALL H.D. &ALV. JOIST HANGERS BY 'SIMPSON (OR - - Ln ° ' w/R-21 INSULATION, IF UNDERSIDE m EQUAL-) �D I5 FACINS 5TORACe NON-HABITAL SPACE 4. PROVIDE FLASHIN& TL4KED UNDERNEATH SIDING d n® m BENT OVER TOP EDGE OF LEDER BD. 5. SEE NOTED DE-AIL m II 4 " GYP. BD. - FOR WOOD STAT i ® GRADE: II 4" THK. P. CONC. P, 8" WIDE x REOV LENGTH UPON -- _ PROVIDE SIMPSON A =� 6" &RAVEL UNDER�'xl2" P.T. STAIR STRINGERS O N FHANSERS TO ALL F.J. MAX. W' O.G., U.O.N. (MIN. 3 STRINGERS) I I P.T.xo.J �D 12 AND BEAMS (71'P) ' 0 16" O.G. 12'-113/4" lo'-2y2"- 13'-63/4" 2'-4" TREATED 2"x12" SILL O24"x24"x12" DEEP P. CONC. PAD FOOTINGS AS I I 5 12 5 15 14 FOR CONTACT w/GONG. 12 PER NOTED DETAIL (TYP) I x Qr (3) 1.75 xl4 LVL - - _ (3) 1.75"x14" LVL 3_6 (IF APPLICABLE FLUSHED GIRDER FLUSHED GIRDER FIRST LEVEL O INSTALL NEW 500 CAL. PROPANE TANK BELOW = - IA _ 6,_�2 cr - - - --- --- - - - - - -- - - -- - - - - - --- - 13 GRADE;MAKE/MODEL TSD A�ol 2 -- - _-- �I 4 _ m 0 0 - 6 (6) R1 ® 37.75" �t r �It'-1034. 2:-1V4: _� d O - II I _ �' (5) Tr ® iio DN - - - - - - O WINDOW NOTE: N W.H. - <t 14 I. ALL NEW WINDOWS d DOORS SHALL BE m PROVIDE 4" POURED GONG 0 - ' fU URE SLAB W/6xb-10x10 W.W.M. O Q ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNC, NEW - _ ____ ___ ___ BETWEEN CENTER # UPPER - - p OR SLIDING (AS NOTED); INSTALL AS PER MANU. "rH BOILER (t1 SPEC.'S. FOR SUBSTITUTIONS,5EE NOTE #4 IN ui P n OF SLAB SECURED IN � "CLASS WINDOWS AND DOORS" ON PASE A-100 51 56 T. � - - - I II PLACE DURIN& POUR; *131, s V 2 INTERIOR hIOOD STAIR DETAI L PROVIDE 6 MIL POLY ON 4' a j 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS I - w s I O MEGH.ROOM I 7 GRAVEL- BASE BELOW SHALL HAVE STRAIC3FfT PERM HINGE WHEN � W I 5 = A-�FO � 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE b tl9+ �`� 54 SQ.FT. - -- -- - SLAB SCALE: 1/2" = 1'-O TILT WASH d� I 5 p - Qin 4.ALL OLAZINS WITHIN IS" OF FF TO BE TEMP. 6L. - 8 — -- - I m , it ��' m ��R" ARC E&RESS NOTE: - -i - - d) - ---IN COMPLIANCE WITH NEW YORK STATE BUILDING u CODE,SECTION 1;310.2.1;THE FOLLOWING MEANS OF - - cV= -- cr <(/ E&RE55 SHALL BE FOLLOWED: `° J -i ? V F a 841'1 x - Q t� D IN;PIPE TO a 3 BASEMENT (V • I - -- - ( N I I ujl!u = ° DRYWELL 1� NET CLEAR OPENING........... 5.7 S.F. WINDOW - _ - > N= NET CLEAR HEIGHT............... 24" MINIMUM ( ,) N 3 - cr x- 6 kms. NET CLEAR WIDTH................. 20" MINIMUM x O 14 up((4 WINDOW/DOOR FRAMING: I5 5EE PA5E A-200 FOR FRAMING m II II 11 m in NOTE. T 37Q0 A,yc ELEMENTS AROUND DOORS AND '� ALL DECKING SHALL BE FASTENED ()F N WINDOWS (TYP. FOR ALL) U.O.N.; � 4 I � w/COATED DECKING SCREWS BY NEW DECK HEIGHT F.T. RISER BOARDS AS PROVIDE (2) 2x8 HDR U.O.N. O `i "DECK MATE" (OR EQUAL) m NOTED ON P.T. DECK JOISTS AS PLANS NOTED ON PLANS PROJECT: 5/4"xb" P T. P FLUSH LVL GIRDER - _-'- _ - 4" THK. x 5" WIDE x DECK BOARDS O ° - ?V• o to WIDTH OF STAIR P. 1 12 < _?K O 12 tr1< 12 3 GONG. PAD .LIMINE - -- - - - - - ANTON, 4 0 N in c 2"i 6 P.T. BLOCK IN BETWEEN EA. g SIN&� 2 x BLOCKING ® EA. D 'INCE - - - STR N R. FASTENED TO P. GONG. 1 f'• TRINGER TO MATCH SIZE PAD w/ 1,1/64" x 3-1/2" CONCRETE OF P.T. DECK JOISTS - -- GIRDER_ -- - - SCREWS BY "GALIBURN" (OR EQUAL) FASTEN STRINGER -sy4" b'-Sy2" -51V4" 5_g - MIN. (3) SCREWS PER BLOCK . . 1162 N BA' �I EW R D _ -0 TO BLOCKING (M!N. 6 SOUTHO p NY GRADE NERS) y D II D Ip GRADE O (1 m O D II ---(a�MINJ 2"x12" P.T. STRINGERS ® 16" O.G. (MIN. 3 DRAWING TITLE: STRIN6ER5 ® EA. STAIRWAY) FOUNDATION PLAN EXTERIOR MOOD STAIR DETAIL . FOUNDATION PLANA-400 SCALE: 3/4" = I'-o" PAGE: SCALE: 1/4" = 1'-0" A-4 )0 DATE: 06/01/20 5 OF 10 5Y1�BOL KE I �` n I �tR o_ 1'(03.3 DD ?� It l7J C) ----------- >- - - C) (1 b D CI1 -O r _ � EXI5TIN5 TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP 34'-5/q" I EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR 34'-6" 1. . STL. WHEN APPLICABLE) 13-o NEW PARTIAL HEIGHT 0 (HARD WIRED SMOKE AND CARBON WOOD FRAME (L_.G. STL. 5M/00 MONOXIDE DETECTOR COMBO NATURAL LIGHT R VENTILATION PROVIDE EPDM N/ BATTERY BACK-UP 2„ Tv 16HT ROOFING BELOW WHEN APPLICABLE) 21'-6" 6'-4" 6'-4" � S.F. FLOOR AREA VENTILATION S.F. SHEATHING FLOOR AREA 154.0 S.F. DECKING ON FOUNDATION WALL 50 G.F.M. EXHAUST REQ. PROV. S.F. S.F. I I NEW FOUND ED FAN w/ DAMPER LIGHTING;MIN. REG. `/• _ 8% OF FLOOR 12'3 26.0 L16HTIN6;MIN. �t 50 G.F.M. EXHAUST 12'-4" AREA S.F. 5% OF FLOOR 13.6 351 DECK ❑ MIN. (2) 2x4 STRUCTURAL FL FAN b LIGHT GOMBP 2 S F m P05T FOR 4" WA1.L5 w/ DAMPER 4"x4" POSTS; VENTILATION; 6.2 AREA 65 � DECKING � (MIN. (2) 2 xb 5'TRUGTURAL FIREFIN15HED WHITE MIN. 4A5 OF 14.4 VENTILATION; r „ FLOOR AREA S.F. MIN. 4A5 OF 30.3 p POST FOR b" VU�LLS), U.O.N. O FLOOR AREA S.F. Q ry 2"x4" STUD FRAMED 1z 33'-53/4" I_O" ! KNEE WALL W/WOOD CAP RAIL __l� I , ....� DECK r::..:::~.5 14, r,..; . SCREEN _: .. ::::: ,. .:: ::: - .:,. ..:.. ..... s FLOOR PLAN NOTES - \ 1 .1 �.. . 412 SQ.FT. tt T'-13/,r :: ...... ..::. r::= :,:: ::..:.:..:._.... I1'-03/ u. .. .....::......,:°:°::::::.:..... . . ::.::: 4'-� 2'-I 4'_6 „ 3,�r: ....... 4 .:.....::::::::::.::::::: ... :.:::.:.:::. .. 4 4 . 2 y4 ................ ROOM o I : ...... ...:... .: ... .. 1. 243 SQ.FT. tz Ij p m ... ..................... .:. .......I.. .... ...... .......... .... ... ....i....:......:::.:::::;:::::.:..........:.. .. .... ... .. ... .... .............. .. �........................... .. _ O DOOR NOTE: 7 2 3 6 I I. INSTALL NEW INTERIOR DOORS WHEN GALLED 2 N F-� .....r..:: OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ..... I .qq - Q , Q .1:;::[ -53/4-. 4" 1 b 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 3 " P.T. ® _ I . OUT ON PLANS BY 'THERMATRU' (OR EQUAL). - 0 O DECKING O A A 8 3.DOOR TYPE TO SELECT (3) RI a t-1" O - B D D FWH2g611 6 4.INSTALL AS FIER MANU SPEC.'S (2) Tr o t 12" � 4 5 v`5� �p - If I O 5 - W 10 ..:::I:: p DOWN br-ly2rr 5'-"13/4" 5'-il3/4 n lin, BT�ti` �J �n F_ FRONT ENTRY DOOR EGRESS NOTE: F q I. V.I.F. FRONT DOOR HAS MIN. Z-52" CLEAR OPENING = 4 5 ?p 4 �-- 6-6 = I I _ + � T :: BEDROOM 4 ® 3 SQ.ET.�I W WHEN DOOR IS OPEN 010" B B 6p E E `I- O O .v, _ .. :. r 0 U = r 2.IF NOT,THEN REPLACE EXIST. DR. w/NEW 36'x80" 4'-O" 01 q 1 1 0 154 5Q.FT. O = _.. , v 2nxbrr DR. (32" CLEAR WIDTH) . _- L +Z - . , QI - - = G J 0 0 0 (2) I L8?5" LVL ?pt >Zfb T.'::.€ _ 8'O" GL6. O%Q „ EIl7 d 3.PROVIDE (2) 2"x8" HDR., U.O.N. 6� x - r . ... AND KING STUDS AS PE' PAGE A-200 1 5 FLUSH HDR - 1':` -1 V p H6HT• 12 R.R. ®Ib O = J 4.JACK A o o n i m -1 ' iv ® - / i OVER kF � D.W. 15 FWHbobll , I - O 1 5 ftp v - 4-10' - FIREPLACE Q - BEDROOM - -.-1.. a 5 2 STAIR 8 RAILING NOTE: m ry 5H R m .-V:._. _ .....-. O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4 RI q'-8" II'-6" 12'-8" \ :--. .. i .. . .......'.:.::...c:...:..i :'::::.....-.... - m ... .... .. . ..._. 2'-O �yhfb 170 SQ.FT. R MIN. q" Tr - RISERS SHALL BE CLOSED O _ A - ... ..... .... ................`...:........i::':':::.....�..... ' INTERIOR 1 ::::::.:1.".., ...... l .: � .:�. .fl I .. ; ::.......::"I'::::: j� I 8'O" GL6. 2. 36" HIGH GUARDRAIL R SPINDLE SPACING FRENGHWOOD ff NOT TO ALLOW �SSA6E Of: A 4" m SPHERE; o KITGHEN m IN-SWING PATIO 5 4 ; ..........:. 5.:.v.::," = IS 5 3 1' .. ,. ..... . .. ., A I .............. H6HT. 36" H16H HANOI, .IL R SPINDLE SPACING NOT DOORS '-f ..:.............:.....:::..:....'....' ::.. ::::: .i :::::i��1 '�- 12 T-2 ....:....::`:::: 2-4 ' :1 Y4"--f 3 I 5 TO ALLOW PAS 16E OF A 4:. (P SPHERE I O I i ::::;:;::::::: ! Na a 3'-6" 4-O'�`-�-+ I b • 1 5 E..: : ::::. .. 3. 6RIPPABLE RA. AS PER CODE ,p .:: .:::: ..:: ..:%%% ! ..... ... - • f6 14 a� 4 5 I ............ -�} f R J ::::::::: .:: ::::.:::::::::- ::: .:, ::I :::::::',:':::: B SM/GO " _ ry SM/GO ry rJH O° OO 8 n ... ... t'::::'::::::::::::: n - Q D a HALL ... . TEGTOR / GO DET(=GTOR NOTES: O * . SMOKE DE I ►*- - . �° a.:.:.....::. :::: ..:::...:::::::::....::::::::::a::::::::::::.:::-:: _ I 5 -i I. .: ,.:.::::. .::<:: ? 15 ,y4fb }6 p � O 1 i 3 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT It Q H= Q = 1bp 10 10 ul SMCNGE/CARBON MONOXIDE COMBINATION DETECTOR �D 7...:.. .... ::: \ , Iw� �- �� CREAT ROOM . / ` � f :::7"""'::::.::::::: ::::::::::...:::::i::-:::::::-:::::::::::::::: 12'-534." HARD WIRED TO EACH OTHER,w/BATTERY BACKUP. r - \' _, r ... = O dl ® fi1 �, a to ..;..:� .:::...::::...::::. ...-I..:::.:::�:::._.,_,:,:::.:::::,,,,,::, _:< a 12 n - -- - -- - - .. 2.INSTALL ALL AS PER MANU. SPEC.s n 5qO 5Q.FT. - O ........... 1 ISLAND ? - . `fl .'A;:.;::.....:.;;;:.;:.::;:':. -:':.;:.;:.;:a: :::,:l":.;.::::::. : '0 I-Oy2 3 • ; .p 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR O ? 4 8 r IL- LL ,� :.-.::::::,°°::::::::.....:......:::::::: ::::::::::::.....:::::::::::::: :.: 15 �, 15 IN COMPLIANCE WITH LOCAL COVE :.:.. .......: ::::::::::::::::::. 8 O GL6. ................ ........ .................. n H6HT. 1. 7 :.:.i...........:::::::.:....::::::::....:::::..:::::::::::::: DOWN ..: .............. m *: //� Ila( It) _ T._)m�:: . ::�: ::: .. ::. ::."� :....:° Go i: :. WINDOW NOTE: B H 2 = V = � 4..: . ........................:.:.. ...:.i:_:....: ....,.. ,:.: - UTILI - - ---- - = r`::::::: (() I - - 4 I. ALL NEW WINDOWS R DOORS SHALL BE F in .;:r ::r .;,:;'::.:::.::.:.:.''.'::r'-�.::..-'1:.r. CHASE ICT SQ. �j 1 O _ .. TU 16HT R VENTILATION --: n �� ANDERSEN 400 SERIES GASE:MENT,DOUBLEHUN6, _ = = 10 ;: A ry ui ....1.'t-'.."- .I . :...... , ::. .......:..I..... ....:...:::::: : p� Or �` ' Iq OR GLIDING(AS NOTED), INSTALL AS PER MANU. p p r ...............................: .....:....:.::.. r ............:::.. FL OR AREA 235.0 S.F. .. --- - = BATH 4 4'-O" ''.": : SPEC.S. FOR SUBSTITUTIONS,SEE NOTE { IN �, X m.;:': :::::::::::.........::;....:.: 2'-O' *� - 'n- ? = I i ,-.:.rY.".:::.. ':..':.:.:..:::::::.:..:.::::.:::::::.,..:_ S.F. S.F. 015 5Q.FT. - "6LA55 WINDOWS AND DOORS" ON PAGE A-100 h ,Tp 1 U O T 5 I V 1 5 g q a::..:......;':.:<:.;::::;.:::;<:.:.: ..:: :.:. :;•�:;;.....:�.':::, REQ. PROV. b - p t .. O ................. O 2.IF CASEMENT WINDOWS - ALL 05MNT WNDWS (3) RI 7 ,� _ . ....:1.:::::.:::::::.::...::::::.....:::::::::::::::::...... .....------ + Ix 1- - ................. I p 5 _ - Q 0 .'.:;;i;:..::::::. ::::::...:..x::;;:::...:: ! ::....:.....:::: ::: LI TING;MIN. Ski Q 10 - - - I�D (A SHALL HAVE STRAIGHT ARM MINCE WHEN (2) Tr ift t 12"5 x- - � b !....:..,..:.:,::::::::.:».:::::::::::::...::::::.:::.:. " ::::........ : 18.8 S.F. 21.01 q O u ........ �� a i 14 n OF FLOOR AREA dJ m n I _:::::::::. n 3.IF DOUBLE HUNG - ALL. DBL. HUNG WNDW5 TO BE 3 O 5 I cr ® cV'> b �i 3-O 3::::::::::::::......::::::.:::::::::::::::::: ::::::::... ...::::::::::::::::: * x" 5 ? (2) I L815" LVL ' -- •-'-' -- a+ p (2) n.8-r5 LVL = a................ ........ ...... .......... :......... �, L. o r"::"::::::' ... .::... ...:.:: ::. r :::::::::::::...:: .` VE TILATION;MIN. TILT WASH � _.. 6Q FLUSFfED HDR FLUSH HDR '� � A 3'-23/" q�_O�� 'd :. - G - v - � II II 2 11.8 " LVL 18 OF FF TO BE TEMP. 6L. Q _ - - ::: .r:: ,,T"::: 1;:::::.:...... 4 OF FLOOR 01.4 S.F. 12 + 10 - 4 - 4.ALL GLAZING WITHIN b - = OO . - - DOWN ,. ....... �O ', n I V :.'. 1 A.......:..:..:::: .... ,.......... �• I Ta' 4•f .::,.I':........... .::::::..............................i�.......�;:. 4f D = UTILITY _i - 3, 2.r - 4'-2" 3Q b .fl (LJ Rl ® t 1.'15" ,AREA A �_ O i PANTRY - . BENCH " 6 ......:::...::»..::.,.. 10 SEAT n - ? 3 EGRESS NOTE: 3-5 b n CHASE nON 2 = c'SJ Tr ® tl0 ..,:....:::::.:.:::. .:::.:..:::::.:..::::...:.::.I.::::::.,.:F-,. (2) 2"x12" - _ - r 5 ...':-r BEDROOM 31. 11: 11 ATE BUILDING ST m IN COMPLIANCE WITH NEW YORK tt 5 GL ':..:::::::::::::::::::.:::�.........ILi F . HDR TION 8310 2.1 THE FOLLOWING MEANS OF � 6lll;. .....�........... '� INTERIOR , GORE SEG Q I �t ! 235 SQ.FT. 5 _ r � n a J t. VFRENCHWOOD A EGRESS SHALL BE FOLLOWED: m - e --- , :.: :;:;°.:: "", ,:' ::,"` ,,::.,r = I 2X POST TO 2X POST TO .... 6 1 a7�� X 10 GL. IN-5WIN6 PATIO :::'::.....:...;':: ...:..... ::.::::a:: O 8'O" GL6. I 5 a VALLEY . 17- 6 -1' `t ...1. -1 i.:.:':::.:::::::::::'..:'::'::::..::..i.......:........1:..,::: 1- VALLEY Ip Yi::::'::.: :.:.....:....:::.........:::.:.::..:.....: .....:'...:.:...:.. : 1........... NET CLEAR OPENINO........... 5.7 S.F. V._ n to P n DOORS ( I.:............... - H6FfT4 -j . NET CLEAR HEI6FfT............... 24" MINIMUM \ «..: _ L::.:............ .. ............ . �O • NET CLEAR WIDTH.................20" MINIMUM 8 E3 TH 1 = 11.i,- 13 %0() LI-1rk, 5 4 : ::;:::,1.. U C43 =) y 12 SM/GO 3 - .:.::':: 5 sQ.FT. -1 0 - ...::.:::°.,.I X - 1:r BEDROOM 2 _ s.::.:::.::.::. WINDOW/DOOR FRAMING: O ? V ' n m ' n _ - - D ..... J V p � `t n CL. iv .n n - J� V _ n ® 106 SQ.FT. v O SEE PAGE A-200 FOR FRAMINE3 �} 2'-t0" 3'-10" 3'-2" - \ dJ „ ;; :' ::::::;:: ELEMENTS AROUND DOORS AND' l0 6p a " SM/GC) - % 8'O GL6. 1. WINDoW5 (TYP. FOR ALL) U.O.N. n 0 12 a4d .y' ® - 2 � o L I INC o m H6HT. 3'-Orr C 5 '1 10 - -Q'^ - 2 ® ROOM - 13'-43/4:- 6-53/4rr :r:::::: NEW LAUNDRY ROOM: 13'-b" ' m n =-j 191 5Q.FT. I - _ :' O I. NEW WASH/DRY HOOK UP 4r�rr lr_8. 1 5 I 5 3' 3n - B:Orr GL6. ® 6 (V A ..:' O A A A A A 2.COORDINATE LAUND. ROOM d DOOR DIM.s w/SIZE -- __ H6HT. - I - V >:: :::'::':: K--15'-O"- OF EQUIP. 4. 4 5 B p 3 !L n ... 3.PROVIDE HOOK UPS AS REQ. PER MANU. _ _ _ 4 5 .................... 4 5 .........,r:;:.:.::.:.,;::..::.:::.:;::-...;n:a:.r.m-,::...:..:::k5�4is :.�4/.5 ................. ...... . .......-_.... 10 In- :::::::.:::::...:..��5/..:,..:::::...;::. .:;::.`F n /:.. mm- ....,..,..m.,..,n ..,._ /...:... . ..I .. I"....." DR EXHAUST �_ r SM/GO RYE E % . ............... .. EXTERIOR dJ n I. DUCT SHALL TERMINATE TOE - r ..... M ANY . .. N -O FROM <. ............. .............................. T SHALL TERMINATE MIN. 3 2.DUG � :::::::::......:::::::::::::.::::::::::.:::::::.::»:. ::...::::::.:....::... T R IL ........................... ... ;. i NATURAL L 16H a ENTRY ..... .. ........ .... ....... OPENINGS 2 + .... :::. .'.::.:.:.:....:: r:.::::': �, VENTILATION I 5 4 6 .t... ....... ....... ... .... ........ ::: .. .. ..... ........... ........ :'::::':::::.::::':.:.:.. .............:::..................... ...................::::.:.::::::... ::':: :':::::':.:s:......:::..::..:.. ...:..::::::::'::::.:.:.......::::::::..::::::::::::::::......-..:.:::.:::::::: ::.:....... . ........ O :. C .. . .. .. ... : :::: ....... .. . . .... .. ... . .................. . ::...- .. ......... .. ...... . 3.DUCT SIZE AS PER MANU. n b . ..:.: ::.. ,...-'+. .:. .......::::..:::..,.::::::.: t- DAMPER FLOOR _ ............ ........... ................. .. ...... .................. .. ................ ..... t.................... 1. ...... ::.:::'.°.:::.::.... AGKDRAFT DA .::`......... �.. BE EQUIFT'ED w/A B O S.F. ..........:::,...... .... ::: w 4.DUCT SHALL 177. 6 :::. . :.:::'::'::::. ' ........:.:.:.....:..:::::::.::::...::..:.:::::::::,. m :, ...................................... -................................... ............................ .. ................................ ..................... ........... ..... ...... . .....:.:...:....:....:.:...... .::::...:::::... .... .:::.:.,...:_:.: .... AREA _ FT. G _ r _ _..... .... ................................ ............ .. ..:: ... .. ... 1 ,,-:::- 4::::::::::::::::: IN I�7 `- rr : 2 5 6-II = 2 5 NO BE CONGEALED WITH ... .. ...I. . ._. .. .,.... ::. . .. : ..._..,. ._..:. :. :::...-... .. N DUCTS SHALL T 5. TRANSITION S.F. S.F. r " p ... ......................... .. ....... ...............................................:.......................... ..................................................................................... 1.... ............................. . . ...........-..... ..... .......................-, ... ............ ......... .. ON DUCTS USED TO - 8O GL6. _ .... .... .......,...,. ....-"X':... ................. .....,.,.... �, ... FLEXIBLE Tfv N51TI A .,, , .. w....... .. :.:.. .:.. ... :..._::.: ::.............. CONSTRUCTION. FLEX ... ... ..........:.. .:........... ...::.....,:.... ...... :::::::::::,::..... :1.:::.,...:::::::: 4X POST -..:.:. 1 A ::::.:::.. ........: . .:.. ..::. ...:.............. ...:... ........ ::::c :.::::...... .............. n REQ PRO 4X POST - -- - BENCH - GL ..I....................-.",.".".:.....:.:.. ......:.:. .:i..........:..:. :.'. O ............. "' ........."".......... .. ........ ... :.:::..:::.........:.........:,............ ..::.:. .:::.... T SYSTEM - H6FfT. :...... .... . .... .:.:....:.:.... ..:.........:....:. ».... : ... T DUG ,._.�:::.:..:..... CONNECT THE DRYER TO THE EXHAUST G L. n «:.:.:.::.:. ..::...:::...:.:::::.....::..:. ...........:....: .....::.:...:..............:.... .::::::........:::....:,..:.::::::.. ::.:::::. -.-.::..'.'.-..-..'.'+'... :. : TO HDR ....................... ... ............. ............. ..' ............... ...:.. .....,.... ..................... .... ... .. ....,......... . V. TO HDR ._ 1.. ;-. T TO - - ...........1....... '........... ................Z.. ... ............... ................................ .... - -- 6TH5 NO ....... - -- MI TO SINGLE L .:::...: ;.;..::.:;::. - -- SHALL BE LIMITED - - - W u - - . .._. . ._ _....,...,_,. ..._,.._......... .......:. _... .._......... ,... - � .... ' EXCEED 8 FEET AND SHALL 13E LISTED AND LABELED LI6HTIN6; e (4 11.8'15" LVL �y2rr r_loy2:r 4X POST 61-4..-V D J-,.- „y- D D IN ACCORDANCE WITH UL 21515A. MIN. SAS OF 142 4.4.6 A FLUSH HDR TO HDR 4) 5 4 5 p a. 0 p. CI,t '. Lii 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D FLOOR S.F. � V _ _ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS AREA 4 %36 = � GOYERED d)� = ° o ° a RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST VENTILATION; 5 x 10 It z � FORGH n ® � 6-lOy4 10-7 10'-2y4 6-lOy4 � DUCTS SHALL NOT BE CONNE1 i CTED KITH SHEET-METAL MIN. 45K OF -1.1 = x- w .-- - _--_- - ---------- ---__-- - 5C8EyJ5 FLOOR 5.F. 24'3 p` ci ® 4 5 4 5 (2) qS" LVL p (2) 01.5 LVL ---- I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER AREA cI DROPPED HDR Q _ - _ DROPPED HDR_ ii " rr_ LOCATION TO THE WALL OR ROOF TERMINATION. THE 54'-55/4" _ _ _ :. , MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2 5 FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0" A A A t-�1 r' BEND. THE MAX. LENGTH OF 7HE EXHAUST DUCT DOES 6'xb POSTS -- --- +i --- - NOT INCLUDE THE TRANSITION DUCT. �-{�2 DECK;PREFINISHED NATURAL LIGHT R VENTILATION s T'-1" 610 WHITE GAS FIREPLACE: - w ` A - -- FLOOR AREA 5.1001.01 S S.F. M. �C O 1. INSTALL DIRECT-VENT GAS 110-3 m R D REG. PROV. FIREPLACE 12: A.F.F.; (� a' LIGHTING;MIN. 8A5 8'-53/ C II'-10' _ 8.8 S.F. 21.01 z f�, �CO2.MAKER MODEL TBDNSTALL PER MANU. _ C) VENTILATION;AREA 4.5.(ADJUST FRAME ZEZE ASCREQ D * Q i * FOR CLEARANCES 6'-4" 14'-2" 'T-8"- -12'-8" O OOR .4 S.F. 12 . NEW EXHAUST FAN SHALL BE IRBTALLEV WHERE AREA O8 VENTILATION 15 NO:%IET BY MEANS OF NATURAL CIRCULATION THRO. H WINDOWS OR DOORS TO OUTDOOR 40'-10" 1>1' -11 40� 5�1�4' SPACES AS PER NY MECH. CODE SECTION 403.3.2.3; 5E00ND FLOOR PLAN (I 152.2 Sf) OF NE INSTALL A5 PER M. J. SPECS SCALE: 1/4" = 1'-O" ELECTRICAL PANEL- NEA NEW ELECTRICAL PANEL LOCATION;ALL _-_------- -- -_.--- -- _.-. _____-- PROJECT: INSTALLATION AS PER NYS E:LEI'-TRICAL CODE _._ :__.-- _ .. . I I - .11 - - - - - . -1. I _ - I I -1 I - .. ._- -�-- - I I - 11 � - - - - . -''----- ____ ----..- .- - - - I - � � I I . 5ECTION NOTES � . NEN ROOFIN6 NOTE (rY`P); (D 1. INSTALL NEA ARCHITECTURAL STYLE 'TIMBERLINE' ASPHALT ROOFIN0 5HIN(SLE5 BY l(5AFl OR EGUAL;MIN. . I &RADE 240#,50 YR KARRANTY OVER . . � 2.INSTALL ICE AND KATER SHIELD FROM FASCIA UP TO 24" FRDM INSIDE FACE OF STUD KALL AND AT VALLEYS OVER I ----------------------------------- RIVOE HEI&HT_At+-1, J"xb" P.T. DECKINSS UPON 5.INSTALL 15 # BUILDINO FELT(U.O.N) OVER ELEV. +25.0- - EPDM MEMBRANE ROOFINC�j 4.1/2" CVX PLYkIOOD 5HEATHIN& (BLOCK ALL SEAM5) - \_p- UPON J,, r,Dx. PLYvHD 5. CAP 5HINOLE OVER RIDOE 4 HIPS (AS REOV) I 5HEATHIN5 UPON JOISTS ro.PROVIDE RIDOE VENT (AS REOV) 'I. FLASH ALL VALLEYS 5.INSTALL DRIP EDOE AS REG-D 12 41. INSTALL ALL AS PER MANU. 5FEC.'5 & . TYPICAL Rj0OF 4 CEILINO CONSTRUCTION: (�) - NEkq ROOFINO AS NOTED . . ' 6 1/2" CDX PLYND SHEATHINO (BLOCKINe a ALL ATTI(�,. _... 0 - _- ��_ - - �� : �� " � � . . I—- _ . ..___ � ... \-Q\ I �_�._� . . . PLY�10 SEAMS) I � :I .-- �+= _ - �+ � .. . + .... J .T , :1. -4......�....::. I.- +++. .. .. .. .4.............I........ . . .. . .. ... _:::%. _�.;i.:: ......��:: :. I........� :: :+ : .::.. . .. . ... - .- :.- : .. :.:... ... . :.....-p ... ... .. :::+. ... �:- � ......................... ..- - e R.R.,C.J., 4 C.T. AS NOTED ON PLANS (a SPANS - I .:' ': . . ... 1- . . I . .. .. _ � - - \\-&\ II ..! . . .." I. . ......-... ............... .... . -. .. .1. ... +1. ..++.............�..... �.................- - ... � ..... .. ..' ., - - . i OVER&' INSTALL "X" EIRIDOINO a CENTER OF I +I I . . - � 1-�+ I - I I-I-.1 . � .....- ...; - .:....... . .........:�:. ....-............I. :. .-.............. ............ .. :1 ..I.r SPAN, U.O.N) - .+ .. *::...:1....�..........." . , ... ...... �. - - - .. ++ .. ..... . ...... I.... ....�..........�...I k _( I 'f ++: ". .::_:::::_:..:::_::: ::: - - .. - : ................::.:::z� :. .. .'. .: ::� ... � � .' - �**... ...... . '_ ' ': , � I ..; .1 �.....-..... . .....*..... �_ _'__ . -.. .. ..: -- q ... '__ - ... I - . . .� +�- . . ..� .--". . '�.'.... - ., __, I I I I . � -,.----.-- - --�-+,-�-�.:- -,.- -+�-.-.-:� _.__._ _+_ * MIN. OF R-4cl FIBER OLASS INSOL. N1 VB. I I . 'I+,-:.--_- _'_ O.J. AS PER PLANS II 77 %. ...' __ ��% ...- �+ '+ * ' + ' �- -, -"- ...' - + "' '_ _ '_'_ - ''++ " � ..... --7. ...I"11 1: U.O.N., I., - _ - . �. . .....= _ ___ ,: :: .� * i .Ir+! ..�� .. I :. . � +_ . __. . .. . +_� -::::-" .... ,._ --_......- __1 I �...' '_..'+'+'.'.'.:: �'+=.= - ' ++ �-- = - , - ,' �� - = � _ � � .. .. - .. ...- ....-...... ... � ..: �__++. . . . + I ..-::+1+.::. . . -.......� - : :: - * . +� � � - � - � :::= : .. I ...I ..�++ I I. � + � . - - __ - -- . �: � . I ......*+ �:... . - I � ......�.....�.. .. ..... .. . ...� . . . - 1-i 1 12 u., �I .. . - -- ..�--.......�.�..�.� .._+ ... ___... �': . .:...........-... :: ::+_� �... .... .'.*.=......:......... __. . , .. + . . :.......: 7' . ... .....:" '.. 1:.. .: . . .: . . � - +++ - ' . . . - TY'PICAL EXTERIOR KALL CON OTION (T*fF.), . I W' - . ,+:�. _.. + ++* ' + . _+ � . :. : : :' : _=-.-�"",-.. .:. . -1- . .. ..".- :.. +1_-....- .. ,_':':'1:..: .::..�.. ..... ....... .'......... . _ -:::_+++++--- a k! ' ... 0�j'L- c - - �:. ......_:_:::_+ � :... - . .: ::_+_ .. ��.....____ .. , . . - .." .. - .. . ...- - .......I. I - ...-... I - . �_ . .- -.-,... .-+. .. - , .---I- 11�+. . -, k ... _'__ _. - =-_-:+_-:: :. ,:: � � -:: : � � .1...- ..' � '..+.+".+'+. - : ' : .: ... _ .. ... . 1. .... .... .. . ....' - (�) - UPON "TYVEK" HOUSE kf;ZAP(OR EOUAQ D_ � t 11) f�_.. :, '_::. . '::_:....: , - . _ + ,:,. . . - .. - Ib I I - . �- : .. . - .- . - . ..::_+...... _-� . ..- . .........:+_ . ... ... ...I—. . - ... ....................... ... - I ..� - ++:!:. . .. .. ... - . �...I I. .. ........ .. ... . -........ : --++- - + - . � � I � - I ...".,, I .. - _ . ... H s= ... + .. _ �:-'::"_ . 0113 6 UPON 1/2" CVX PLYkNID. 5HEATHINC, (BLOCKINO a +-::� . + , - ' -** � - � - - -:- . ......� �_-�-�'..'. "". - . - I + : ..:..-.. .::++: � :__ . �� - �... �. + � .... . ::..... . . .,:".. ... - - ... .....::.... .. . .... - - . ++ : ..1:_." = tu 191's . �:*+ - .. .. , . , .%.**** � �.. ".�_--..:.::. ++ + ." , .' _.:::+_'.: � ... ..."....... .. . , . . ' 2 � � ,. - .':� . �---- .1, -, _ �. . , � ___ ........-1. ______._. .. _.__ . , : ..+:.:.. �!:._�.:_"" 10 ALL P;-Yle4D SEAMS) X_ - .. _% .. - - - - . . ...'"....- __-1 ....-I ...... - - .-: I...:=-:. .. *:-: :: , :: . * . . �70 =�I_ . ,. +:. �- 1:.. ...��:".'.. ,:: ::" , ..: ,+"*.-� .�j.,_+ -I . . . . ...I.".� . .__"..' . ..'._'____.____ . ..... . , -++++. "..,...... - 4.10 , 2"X611 STUDS a 16" O.C. N/DBL. TOP PLATE = 0 � :.::: �" . I �� -+ . �.. -+,_� . ::�;:. . - - ;.:...... .. I . - � � �... ...�'.: :::: .;::: . ...:::; ..::.: -1 - :::. .: :. . !�Ilai--:.-*:j:_:_'. . �'.. :: . .-:+ . � .+� - . 1. . - .+-:1 � . I.: ' +'+ ... :..+ I . :.::::. ....;.:;..: ....I : Pa .. . - - - : . : . :::*:: .....�......z............_:_'. I... � ... .:: . .. � ...: . : . ......_:_ - - - ...:_ . :_::_.... _. _.:_:.'. ..::: -':p:pp_ - +- . I....I..,.-_.. . .++' .._ - .. .....�+ - - - + � . - .......:_.....�........... .......-....__ . ... ..��-... ..- ... .. ......�: ..*"+..++*, .:.:+ .. =_.+++++=++_'+.. . .... ...�+ .... I 1--f- : MIN. R-21 FIBER.&LA55 INSUL. vc V.15.,U.O.N. ri _�� . ' + +' ' ' ' ' - ... ..: .............�...,.........!;..........� . . 1-.........-. . . . � .5 0 :_ +++. . . ...... ' . � .... ........- - - - - - . + ++ - -7-_*+'_' ' .. ......� .. I.. PATH 5 HALL -1 , () '�+.T *+++ +++ - - ...- . --.11111:- . _: - ___ . . �� I e 1/2" &',ePSUM BD. KALL FINISH � 1-! _.:_-_ �-+-+,+, �-:+: -, : .- �� ._�.. � �. ...... . �-��.��::+��+�...�.. .+*�,�,�++,.,+,..'�.-,:. . - _:::.� ..'........�...,�..... . . '�:'.'_ :.'�'. ': ,:. - .'*+'�:+- . - ".+�,:+�..::+:,:,.,:,:::,:�:::,.,+::,.,.::....... Is ;) =4 . I . .. � -....:�:.......:: ... I... d� I" ....:: ';........... .::::::;::::: .:;;:::...::::. . ::::I --::.::::I,:::: .. :.::......... .... ....I :]:.:.�...: I 1 :.......... ....I. ... � :....:_:.... ::".. .. . . :'.::;�::w::.:::.:.. ::::: ... _ +:.: �:;: : +++ .: :.::: .: ::. . - +:� I I 11- ++. - .1 . . :.. -_- ..:.'+.:::::!: 4.. . . , - ...::.....:::. :::.- - ::. .. :::..' -::::::::,_ '.' : .. - - - ....-.... . � � - �� . : :+ � . + : . +- :-.', ,::. . . + ' ++ :�+` - -.+:.. .:.:., -:::,:.::;:,:::.... . ..._..-:.:.�.�+:+�::.;.:,!+.+;�,:::.::.:::::....:..:.:::*: ::....::..::.:::.:-........:.:::.:....::.. . 11 I I ri 2 I � .... .. - . ++-+ . - .. . � ..... . ..... �- �A ! f_::.:., .-.::: : :: ... . .. ....:" .....:.: ..___. .:...: :+ -::::+�...:::. .. ...�-.:::-::::::.:.:..:::::::-::::.'.'::.:.:::.:.:.:::...:: .:: ::.::: :::: ::: ....:: I .I - � -.1. .I. ....- .............. I.......-I...-... ... ..:_ ..' ++-++,+ .. ..........""' �:.'+'+ .- 1.1�1+1++.'�'.':_ -*'I.:.,. ::: .-.. '�. .': .:. . -_: :: ... 1.LL NEkq 51DINQ NOTE (TYPI -- I I .A I + ..' ..1.- .."...' ,:._,. %. _..' - -...... .' ...�-, ,. ��.._+1:'1+,_+1+..__.. i . - �.+_%.'��......,1, . � 1 . -1 ::..--+,..... . . .. - - � . I .- � ........I I ... ,� . +++. �'.�...:.. ......� . . -....... . ... . I...-.1..... . . . � � � + :':.p�::: � :�I +: � ��......I .- .. I . . . " ..- � ... ...�. .... .--11... ...............:...:.�:' .� . - :. .. .:::p - I . :::::+::::;:::;::I- ::::.- .. :':%:::::p:::::.... ...... (TO SELECT) . . � � w ......�:... .I .......I ...--1 - : :::: :.. . ........::.: : .:::::....:;:.::.::::::::..:; ::::.:-++:!!::: .... - .1 - .: :+ ::;::...::::::. 0 1. INSTALL NEk'4 51DINS7 ,I.. _::. :... .+::: : .: . - . :1 �: . :::.:... I . �. .- .... .... ...:�:: ...-'-::w::.:. . . .. I ,:: I.::. . ... :% ++::_::.::� :: :::-,+ :::: .: ::: ..:::: -- '::"'.' ...:� %::::::.:::::;:::'::_'; . .... .. .. ::% ::: ::: . : I . . . + �� _-.4': . .... +::...:::::::::.::::�:::.:+�..._.... .:++..:::::::: - .:: :-� . :::.:.:::::::....::v ............=.....: ............ . � =. .............p E :+:: = ..... ._:".'+.'__ *�..... ..... ... � .. .. -.....ly :..... .. +1......�............ . .......:1 I : . :: ::::::+.::: +: ..' ..f:::�.:.:. ': 2."TYVEK" HOUSE k4RAP (OR EGUAL) I Ix . ::.:__... __...._'. . , . .. � �..... .." I ....::: ....... . -�: +. : :++- . I ..-- ..: ::+� �:� +.::: �::::::::: :::':.. - . .. �.....�..... .......++ .. ... � " p"I.I. -. .": . .,::.._- v - . _ I ... . � I -1-_ - .._._::+�'+q_'.''_ _� " , �: .' '.1 - -%+�:-...'.'.*."::"% "-.-". ,=_ . . .�' ,,, . ..v +:!:: .'. . _._*.+.+.*:1.'.. ': � ___ *** -1 5.INSTALL ALL AS PER MANU. 5FEC.'s . 12 =) .... . ++. � , ._'.: .. : ...: .. ... . . . . .. ...: ::..! . ...:::: .::-::::::::.:::::.::..:.:::-::: ".... .... ...:1- 10:� -........:�: . : ...I...1:,:.:.:.::�...... ... ............."'., ,:.::.;:: .....:..::.:: I ,. . -....-++ . - . ...'+: :- :,:,::.... .........::: . -,+ :' - . .. . - .:..... .. .....:::::::::% I't �..... +::: . .. -: . :: - - :::: :� - .. 6 : n . :.. - . . . : .,::. :::::+:�::::::.... :: :::::.::::. :::::::::::: 11-_ . ..:: ::� ... ....... .. .:::.. .- .. . . �.. .....- � - .+.. 0 . . : ::.. _i: . .. .: :: :. .:::+.++;:::::::::::::::::::::::::..;�:.:: I...� ... .d. .. I :* 4.PROVIDE ALL NECESSARY TRIM FOR .. . -....� . ... +: .. .1 . ... ...� ... = . - - . - *'+:""� ' **+**+** "+ - . � , _' �- ��+*++ -1. � �: .,+-: %.".%'.'.++ . � :_ - �....ID . +�'++++'_ � .-_.'.'.'.__. . . . . ........ .... .............- ..... . .,.::. ...- __._ 'z- . ::..:""-+'.++.'.'.'..�+.,.:,�: . *. ,%.*.'�'.'.+'*':'..".'+::.....- . . : :�!' - - ...]:+:.:+;.....:++., ..� +" ' + - - -tu 43 * ' . ++�= :+".! . ':*`;;:::`::::':!:::7 ::: :::: ": :: ::: : " - . . - � - - __ � � � � . ... - I - . :.:.. - i - +++ . +,:::::..-�:;+::::::;!::::: :::;_ � .�I.:�.. ... . x .;:::::;::: .:.: ........::.. . . : :.,:.. . .. w. ..:. :. ::::'':.....::::::.:::::::::.. .. () _:: � .... - .. . .... .. .. . -..-++:.+��+...+.'..'..'+.:: PROPER INSTALLATION 1 12 � H - 0 .. .. . � '+' ' - .:, *I* . . . .. ......::.. .. ...- .. ....... ...1-:-:: :::� 6 w .:: � - ,�. 1z - .. -....�...I... _ .... . .._ .....:_. ........� __: - � ....._.'�* 5. 51DINO SHALL EXTEND TO TOP OF .- . . :::;:. . ! ....+++++.+.. 1. +*: : . �...+::::...... . - - . .� : +' +:.. ...: *::::::_.... .. . . -+:....� FIRST FLOOR TOP FL - . .+ ... : . - . !!+:+,:.+: . , I :-`+` . :L++++++.-..J-+- , ++... .. - ....... __.....�....... .-+1 , . .. ...... ..........".. .....'..*.:1...I.,..:+.. .7..+++_'__...... - � F7 11 F.J. AS PER PLANS F.J. A5 PER PLAN5 - - , + +:_ - � . . .. �- � . ....�......... � I - - f...,:.: ., r- -.- - .- - -+:. �. . I.: . :.:: :+:::::...:.. :::��:_ : ..:+: . .- - .......... ...... .............4:1...::.,.,. ::-:%%.;:.+:::;.:;:;:.:::...:-:: .13 .: ... .. :::. _ __ -................. . .. . r___7 11 III 1� R --- - � I i ;.. - :. .: :.1 .. ::.��;_I I .. - :: 06 ..... .::::: -. ......- . . - �...... .. ....-...� _.:.... . . .... . . ,: - .11: �.. .. a...:.. . ..... .. : �.... I I . ..� . FOUNDATION NALL 1� ELEV. + - Q . - , :: :. . -.....- .. , . . . +.-. . .1- ....... -, � :+. ::: ::::� . I.: .... :;: :...I. I ..... -01, ... . - -+ : . ::_ ..::.:.,.,. .1 ' - -... :..:::::_.*+' - Y::�. . .:.:: :. *,::.:........�...................... - ..�..._......... . .............:_ I - _j :::+ - I .. - .. � . � ... I ,:. ::,::... . -, . � + +-?( :.,:_+ . : ... 7- q. . � "..,... ........ ........ . _'_ . . ... ..... - .. I�- . .....:;.:......:.;:::-+ ;;.:::.......:;_ ::. : ...... - I m , . _:: . �...... .. . . . . . � __ � � - . :::.. .... ... + ..+�.' � ':... .... . � .. . - - . . .......�'.:...+.�.. � -+ I ++:.,. :... ' _+.+++.++_'+7+._ -_71.....p .... ...--I I ...... ++I '.'.. -pj �+.+++.+'+:.. . . -..........:.........�........ ...I ..... .. . : 0 � _j : :�:�:�+�_:- ... ..- ....-I.....! .+ +. . :. .:.. .. il . .. � .:......- - ... ...:.: : . ...Ii -0 " - ::+ +::+ _; - ..."; . � � +m%._: : . :.. ,� . .10� .... . .._� - :_ .. - I. .: � � - : - _+ . - .+: :+ :,: :: ..::..::::::::.::::::::..�:-:-.::::::.+w...w . : ::..� . +.- �' :::�' �:': . '::::::':::++'::�: :a!I*- -.- t//-(�) . II . . � . ..... ._'.'__ . - . +. - _�...� .... ... I.......- . . .. . ....-.... . ...:...I. - . ... - ..� I . . I . A =...:.+. ... .. . ..' . � +..... . ..-........ '' ..._ ... -� +*++:+m�:::: . . (mr . . '. ...� � (�) TYPICAL. F. C.ONC. FT6. 6 KALL CONSTRXTION: . . i I w - � - .. � +: +,:.,. :�......:.. ' � - .........!.................... ::...�:�:.:+::..:..w�:�:..: '::: ,::........ .. ,.,.::................ �... ....-.......- . I - ....� - , . .", .. * - - ... .:-w-- . ...' -":.,.,- +::'-_... ..+::..:'' ' - :' . �...:..:.- .... _+++ . . � . :+.'_+..'_. :,*..'* : .*..+.. p.%_ ...:. :......I I < .... . � ++ =� . _'_! �_ .++�+ . - _ ... -......... ...::�....... ... �- . - _....-.... .. ....... . -.:... ::': ..* +._..'.'.'" .. , ... .. �........... . I e (2) 2"xb" F.T. SILL PLATES Pq/COPPER TERMITE ' _- - .1. j �-�+�7 - .: �*_I - 1-1 .. _. : .�+` . _+�++ . . . _'....'.__+__ � ... .*++_:.' _':� � . . . .. -...... =....=_- . . � . � .- ... -,- � -�.....- .:: .. ..... �... - . ., :.::.��::: : + + ' ' . 11 I- ,�� ... .. . . - . �........- m - . :....____......� ...�-�- I . - ... .-� - * ,:::. .w:::::::::: ::.:. ..p: � - -.:.A' .._.-. . . . -. .... � - - ! lj�: . . .:; + ... - + �:.��:.::. *:. :::��:+:: .� _- . . SHIELD 4 SILL SEAL '. � W. I � . . � � I ' � . . _: - . . . � �. ....� � - . - - . :::'::w.w� ..: . .....::............:._:_�_:.::.......:.. :....... .+:.::...::�....:....I., . . . � . . .I . :: 1 _:': . . . .. p ..... . __..�. __ . . :. + ++- .. .'.' . . - -...�.............-........I........ . �...........�. .. .......... a . ...: .+.--�� + I : _. . . . 6 ANoHr,R BOLTS AS MR PA6E A-200 ! 4 1 � �� - _ ! w 6 .. .. I - . ] ... � . + I I. .. . . �...7:'..----p.. ... �+_+ +�....- -......:.:� . . ... . :� _ ...:... . -............. .-I �.'++++*�....... ......+.............. .. .��..7+...+' .. = . r. � , . IN:- * . .............:. .....-......- . � . .%.- � ........... .*..:....I::p_, ."+.'. . .+� . �+ �- - - � ...�:�:.::::' ::::;;.::.: .:::::: :... - � +�+::: ... .':�:: �� ... . ..:,.+::,-,,. e I ._-0 �:+++71 . - .. . t :.- � : : P. CONC. FOUND. KALL AS FIER DETAIL UPON A-600 i 0 . ....=. .. ... �� . �� - � - ... ' -:�� . .. . . . . 'p. F.I. � .':+_:.+::�: ::++++::: ::. ::.':.p'::::�:: :.�:::... .. .-+ _::.....:.. . . .... . :.:: � . .. . * :. ..... .� 1 4 . so _: � I .. + .-. .....: :..+.:,....... .... .. ... : ..:: ...I -.....:._ ::+ :.: ::. . . ;' .. � � - - � � - � .. . ... * + � + . � + - . - � - � , � I . , -___ �� - I - � - e � �'_ :S)z +': - ::. . ,' P. CONO. FOOTINO AS PER DETAIL UPON PA&E A-600 � -.: . ++ - � - � .. :.: :�.. .....�:....: ........ . . I w. .::.. ___ +:....:::_.... .I...... ... .. ...- ......... ......�:::.:.: ..... . �....................%:� ::.:..::::+::+.:.::.: -� 1�.. ASPHALTIC MASTIC DAMP PROOFN5 TO EXTERIOR - � 4f) . i ��i_++ _:::�_?( .___ .....I . . � :�:.:: :. :�...- w...... .... :+_:� .':�:+___ . .. . . - . . � � . .. . . . . �+� . . -. .... .. . ... . � -...-.... . . � - .. � . � - .. .. � - � ... - - ' . ..:......I. ... '.'..'.' I....:....+++.+ .++ '_.: ..7'+**+* ' . .1 .. ._:+ +:%.:.=..*........*.-..++.:.:.,... ..... I * I + . - - - __ - - . .+ . :: � *. ile - . + +: ::: ++ � � . . ..:7�.: . ._._.... .........p: . �+% - � � .. . I . .........%+. " .. . . + .- . 1: I � = .i I - :A -- � � . . . . . . - � � ..- -- . .. .... " . - . =..... %.1..1.1.I . ..... .. �+++_ .:++__'. . . . : . .... ..:............:. . w.:.......::.,.:..:.. MINGED fP,ENCh . I � A . . + � .. -- -" ' * :: . ::�_� ...: - . . . ,+:. + .:�+::::::::� ...:..... .....� . . � ::. :; .. :': B.O. 1770. V-O" BELON OR-ADE MIN. I\_ "I I + � . . ::+.:::+ +::::::� +::. : :_.. - .;: : '::' -,.:: : : ::::... :.::::::.. : . .+:.: p ....: ...+::::.....�: . - I.. .:...:::::: :::: .... �... ... ,::.:,. 6 _)00p L . - - �. :::::� 1...:*_:;;' : : � ::: ...- . __ -� .... .. ... ... - - - � �,+_ I ... .:::+:::I ..i_- .. . 6 1/2" EXPANSION JOINT 0 FlERIM=R OF SLAB (NHEN :..::':::::.:1:::::: :. �+:+ :.::.:::. . '+�: .:I :.: : ... ..... :.. :::: � ...::.::::::::: +.,:, : . :1 . . .. . .. ...... . ......:.. -: ...:::::::::::::::".:;.:w... . :�.::-::::::::.....�..+:....... ...:......� .. . .:... : L \ ,.-. .:. ..I ::+.w:.:;.:.. . . :::::.:'+:":::::::::!::: : : : - ..;. :: ..:. .:.., ::. . .. ... ... ..... ,:::..::::: �....�..... . . - � . �... ..- ...... :.. . . . . ... .�.. .... ..........: . .......... .......- ...... . � --- ... . .... ........... .......- ........ ...�......� � I .- ;_.... . -...... .-........ ........�... ....-�...... .��+�-.++::;�:.....-......:+:.:'.:............1-:11 . 7...-. .,:.�,�.., .::..��.::.�.:::",. ::.:. :::::::m:::::::':. ...- . .. �..............::.....;:;::::::::::: .:::::::�:: ,:,::: .. I . - . ... - ::!:. -.......w:...:+:. ...:.;::: _:+;;;::...... .. ... .. . ............. "I -1. I.. ... . .4, - " � ' - - APPLICABLE) - ! . " " ____::. - .. .- � 1.1.111.1��- � �. .. ... ",_."': .... ......... ...... . .. .......� . . . � *1+1+1+1.; - .._.- . ......... . .....11 . ****I_`...* +!:: *.�. + ........ �... .. �........::.. : -f5"xl 1.5-5" LVL RID&E -....:: :*.' -.�.......�% * - �':.....�.� �= - �... . ..- '+::-;;-i:+::� __ A.� . ..... +� * 1. 6 AIR ENTRAIN P. CON0. FOR PORCHES /PATIOS / - -_ � � � I . . . � -, .:::. . ... _ - +iLiL"_ - - � I � . - - - +..:::... . -- ... . �� I � � .::...,::;: �... ................................... ':::::::::::p�;:;:..::.... ::::. I:.:. :::1-;:: r: . � : I........... -_; ::::::::::::...::::::::::::::: : : :v--: : ::., ... :::::'::;:;;:: :.:::....::::-::-;:::kV 5IMP50N 0520 RAFTER CONNECTION ::.::- ::::::::�::':;::;;::;. ......................... .........:: : :. I... '.:::::::::;: ::. m: :::+,:... i� I .. i �.... .. . �.�..::::,:::::::::::::..:::::.;::;.....:. :::......;% -+�:::;::::::: .... �%q:.... . .. :::::;;;: ;:. ::.. .:;::: :.. : :.,:.:....:%;..;:::::::.:::......:;:.w:;%p:q:;;;...... ........ :� .::::. ... ::: ::..:..: :. ::. !:: !:::-�....2:::......p: ....:::::::::::::-::L;;;::;:........ STOOPS (k4HEN APPLICABLE) OREAT ROOM ENTfR"r ..... .....w.w_ : I ...+ . ......::::: :.:: ..::.:" ..p....: ::::....::::::::::::::q.;::;:%:. ................ .. ... I...-.... ... .. .. . ... 11 ':::;:-.p:.... .:-::--::::,...;;::; :::::;:::: ..... :. ::: ::.: ::: :::::::'::::_...:--::::: ::::.. ..:::::::;:::::.:;:::::.:.:.::::::�... :p::::;:%;:::�....::::::::::::::;:;:: :;:..: :::.+.,.::.;.: : * . ...."I�I.I.I...::...,.-..--.-.,-,-i-�� - +'� . ....... . + . - . ... :;;:. .:: �.- _.'_-.,.-.++.+....... e MASON To ACCOUNT FOR FINISH STONE ON THIN SET - w ,> FIRST FLOOR - - * - ... -:: - "-p *'.+'.'_"'"�'� - +"- --+. __ " _'_ - - _1L A F==1 ____ FINISHEr - % .. I - - �. ..... !.:::: ..:::+:++':�:::... ........::-- -�+-. ;;,--;,-.--+;�,;:..�:=--% - -. .� '........7 ...- -- ...: . .:,::":::....: :..:::...:: :::::::..:.::::: ::� ;:;......:::::: _. - .. �_: - :::..::...."::::......... .... ...: :... .... ...... r ::: . I :2"x12" RIDOE ....+...._I ..= . __::::::::::::w::....::::::::::;::... . ..- ::::......;::: ::: : :-... . .. .... ..:: .-::: -::.........1:.... .:::......:::::;;:::::::::...::::::::-::::;;.::...:-..::::::::;.....:::.:..,.:.. ::..�.::::::::::..::::::: :::: :..... ;: . ...... . .. ......... ........... I. ......... ... ....... .. .... .. * - *==........ �.=,.,.":....'..'..'."...'..:.:*.'*..*.**...=.....='..'.+�'.':....."'.'.'= ..-*.:::....... '............�.............;w D.J. AS PER FLAN5 =====;; ____ -F.J. AS PER PLAN5 EL +2.0' . _-.. ..; .......: ...:=...::.. .. - +... =_....=... ..:. ........... =_. ***. ...........::._=...=..'......*_*_:::+.":..... L....=...�**...'.'.'.....*.'.*.*.+.+.+.'..'.'.'.....:... ..........=_' ' " FOR HEI&HT OF KALL 4 SLAB (PqHEN APPLICABLE) I EV. +2.0' .. .... . . :--::::::...:::::::::::.:.:::::::::::-::::::...- -.....- ... ..... ....� .... I....... �: :....'.'::7:.::::: .:...::::.: . ..... ... :*::::I.... __ -11. ...... ....�...........::::::::::::.... .. .: *.':.:..:::.:::.::.::+:..:.. :::w:::.:'L...:***::::::::.:::::_::::.. .. ..:*._::.:..:w:' ..:: . ....::::.::::: * *:"*,+:*::::., _::.:*:':::::::::w:w: *** ...:::::::::::::. :.�...::::i ...;:+:::::::::I:.�...-:::::::: �� - ::::: 7.4 -.4 .....- .::::::;::+:::::p:..-'. ...I-. ....� - . . .......-...... . ........�.....�....................................... I................. . .....+... . ....1-1. .. ... �..... ........... ..............�...... :4:....:.:.... . 1111 L I � - F - . - � . .... . . . .... .......... .. I..... .... .._......'_.� I.... -",:::::. .............. .. ....� -...... ......... .. 'I.....11..'_.._... - +.+.'.+.""'.'_.+j -...- . . -...... ....... :��'-"-".'-.'..: "_:.-".-:%:... _""'.'...:' �......�-,*-:- "'' � _+ '--:::- "'_'_'� *+' *- ': - �� -_ - __1 u u = I......::::::..;-.-.:.:......::::: ..: . �.....I.... -1...:__+�d... �".._..'.'_+.+.7.7_. '.. - ..... .._.. �-. ... � I. ..... ::..�...: 11 .... ..;�.:.::::::::.�....:::;:;........ ...a ::.....:::::::...�:;..;.. -;::::::;;:::+::::::::;::::::.:�.....: . � I:- _.... .. . ... .:::::::::w;w...:... .;::::::::::%:..... . I . .. .. � ........ .. +:'.".'_'_ _�.��.��_ . +--..---.+ ...........- - I .. . ::- .:.:::::w::p;w:w::-: ................I....:::: ....:::::;:;:::.:�..........:::::�:'�:............ �:::;:;::::::; :.:::..._:::. ::::: .. ... . .: -� %:.......�.... .:w.::�.....:�:::::+':::::::....::.;::m;m:::::::::...::.,:.:::........:.::.:;.:::;;:....:.... - .'-:p.. ..:......:.:+ ...�.... . .. : . �.: .:::;�... ..::;::;i:;'-:.:_ ;...:.......:.: ................;+�p::::::.....;......::. I � .: :::::: .... .....-.............. - T.. .................. ...... . ....�.... � . ..... .".. . .....�. .. ....... . ............................... . . .... . ..' ... . -................�....... ........1...... ...................I.......... ................ ..... ..." '=.+.'....+.'_'�7..:+..' - 17 -__ AV`0. ORADE I .'-1.:;:::;:- :..:" ...1.':- ;.::::::" -:......1:....... ...... ....:'*�_:+.:::::.:::; �::: .' ��d � �:: '_:':'.':-:::::.1::::,:..::-' �: .��.:,;�:".::.:.;...::: :::-.,.:�:...:: :::: .....� ...... - I..*"** . . . .........!::....�..::�::::4:: . . .::: .:::. ....... .. :. + "+,+:,.: :: : :::::::::..-:.. I........ - ____ ::::: ......1......,........ .. :. :�::::�;!;!..:�; :;;;�:;;�f�!*!!!: . mm. -:: . .::::,.:.::...a* .:.....:..............p... ... ............ ......... . :%_... ... - --:::%.::::::::::::::::....:.:...: :::::::::::-:::........ . �.... . :: _.::,I.. ...... .............�. .............. � - i ... I.....:_+= '* ....... '.'."'.7..'. .- .....:.:.... - .::::I::' : I m I . + I...: ::... : "::::::::::::::::-::::. ...;:;:::::'::'�:...::.,..::;:: �::: : - :%. ::::. . ::::::::::::::...._' ' - - - ::: ,".�. ....:.:. - ' .. -.... .............. _%.........._ _...__ -, ..'. ...._._._'.___...........__'.'___...__..'.. __ .. . .....T'........ .. ....." ..-...... .. . . .... . .j. ." .. . - I & ,*-v . .... � � � � ..........:...:....... .......�... ... �.. .. .... �.....I .............. ........=.'.'.'.'..'.'.'.'.'.'+.'.'.'.'.'..'.'.+.'...�::. ... .. - +1. �...... .. . =......: - . -.........::;............... .....-I..-1.......�. .. -50 BATT. IN5UL. IN FLOOR SYSTEM (MIN. R-50 - ... I. :..'.�..........;....: ... . ...I�.... ...;...� .__ ..' "I...11 ."" ��_'. ......-'.'1-'+--'_--)......... ... ELEV. +0.0' ..... .... . .....� ._.......11 -I... . . . ...... ..'+' A.... . .. �._._' _. _._'... NEkq R .. _1 � ;;� m:..:.1.:-_-.......�..... ;.. - ... -1- .. . �:_::::.- " - ; . . ....-%........ .......�...... :...:"l-........�......;-1.+.-......�.... ...... .. ..... ..;........ , , �I +; .....:::..'..:.-.:..:....::._ - ...... ....: .... ._.:..-j+....+...w......�.... .. 1............�....- �......;.';........... --F.. .... ..�... . .... ... ;..: . : .::..: :,:......*..+:: ''* ................ ... **' " - " ... ...:.... .. .. . .....::::...:: ........... ........I....:: ............................... ....�.....I...... .. �......�..........: .. . :: ............. @ AS PER TABLE 402.1.2) . . -.....- . ...........�.............. :::�. ...... **** .... - " � ' . __' " - . _ :,:: dll�' . + - ` ;� -. _ :1 I I I I �.. ... �...� It ' ........ .... 11.1 .....� .. % .: -"-.:,.. I,.:, 11 __1__-_--1---_' % . - , - ..... I... ........ - __ -,,. +_ I� ..� __- - I � :"..' �%.'.' .-,-" '-:' :.:.:,-:.. :�-, .:m" .....*..;,= .. .:. ........I. . -:;:�........ ................ ...I. .- ... ............:... ':::':'::.::': .. .:w-........... .......:::: ...... .......::.:::::: ...pw ................ .......:. .........: . . ........ .. �:...�+::::' : :� ..... ... ::...... :�:::::::::..................................... ......�.:..... . ......-1. . .. .'..:;:::!...... ..:::......: ::::::. .........::::.............:::::::: .q:.............I... .. 0�:_':: I,, .�. i . ..........I........I....... ....... 11 --- --"---++__-7...... - 5 I.........I.... ....... . '.+,:.-- . -,.-,.,, -'..-, --- -- � �- - -- -- " - - - - - ----------- - +--- - -,------ ---- ... � .._-_+--.-++-r_.- I - , -----+---w " .*..` .'.'. .+.+*..,: . -.=-_"+ ..:_ _*':"* *+ ' _ "'= % � * - ' ' _ '__ �__ ' "-"*- ---' '+,+,--- _ ' _ - ______.___ .......... 0+*+'+'*+I '+'.'..:�.:.... � �..............c*.1_'.'+1_ .'...'.'*++'.'.* 1-1 I 1� I I I I - -=........- ..:'� .-�..........�..._..__� �-+,:.,+..-.+-+��.,:.-�::::..-..-.----. +-+-",�..-.....-"",- ,-,=�.......*.....---:--.....- ':1' " +': -++,, =71"-.. ..................-.::...- 0)x _(0 _== ..,....' - ... ��' ... ......... ........... -............I. ++ ............- .......... .... ........... I ..........................�...... ........... i ........................I...............� . ......... -....-..........� ..... - . - = ._.. ....... ..... -1...."'.- - __:".. -_-1,+--- ........-''--1' ::' " I- ... -- ...--le"'. _," ,--,*.: "'..'. :........:......; :- ___ .. '."..$)0_ ::11 ...... :.I'.,+...-.-:- - - 0_ - ,,'..','1_.... ..----1:. - _ - ':::::::::::::::...:::. ::.....::.::.:::;:::::.......... ..... ..:::::w.wp K", :: :.. 'f.. . . . -- �...:::: - - ... ...�..................... -:::::: ::---:. .:::::::::::�::::::::.;,::: .:: :_.�....::::::::::++. ...:.::+:;:::... : :: -:::.....::: :;:::...:::+. :.:::;;.:::..:::: ::::-:::::: --%'::::::::::�...::: . I I , '. I b I ........-] ::.:.-:::::3(f�::: - -+:;::!!:...: 1 .......=... ..... .:;.::::::: ::::..:r:.:......:...:; ...�...: .:: .::::..:::w ... :::: ::::::::: . : - :_ �:::.....:: .... .... .- ..... ......... -.1-1............ ". -- � -_ - A.....�.... � . .... .I..............I..... __ � , - __ - I - �..+_. -.1...... �".---__ �' -.�..'��::*"",.,.".,..,"..,.."+",,:.:--=.�,:,:".."..:�,,"--�............._- -- .----- "..'-.:. -,*..........:".'�:111+.'.`...... m_'.." ........_"..'... I.... ... W'.rr.... ...................I.......,......-- -..�..-I �'.......� -1 -, ,+ 0 BEAM/61RDER AS PER PLAN I I - I . " �....... ...........'........' . .. - . ____+'+"_+'_'.._"".'.._._'.""_'...........". qp_.._ __.'___.__...... .....-,--..-+._,"..._.'__....__._._'..........I. ......�l-.�'...,-�..-.-.-.-... . , __ _ L - '' I I - - ,.-- .t_.. � _ , -,-.-. ,... - - '. . +':........ .. - -........ . .. .. +. .- +,+.+: :.+... . : ... .."'),... ........ - - ..... .. ..........�...... .1. .. ....... - -...�....- � I ��: �.'% :' .... �_+_...... '_..........� ........ .. � ......- ::....: .. �... � . - � .......... ___ I - .. .. -......... ...;... ..�. ..... . - :::.. -*+ +_+_".--++ �7:_.:'� :*+.�. �:�...:w=_::.� :...:.:::.::::! . - ........�_ 1 _.*.:L�' + ' � ' **' � " - --1... _:::::::.d::' - , ....**+*+'+**'+"'+'+"" '.. , ++++ .... .. ..... . .. . . ..w::-......... I �......�... I I I I . � _ I* . . +:�: �..... .....�.- ...;........+.+,:......;� I... .. ; ..-.+ , .. . 'm;........ ..... -..... - ... �... .. . I... sm....:;:::::;::;:.:::::::::......::+ i -+*+' . �:.... :::::::::::::::::::::A� :..................�........... . ............. . .... .......... '... � .. '... ................. .... . ...j .... I ..� .. ... ..... _:. ... ..... - : ::....::::::'.;::..: , +. .:;:::, ._.... ::. .:::;:.... :::�:::: - . +.: . .. . :�+:.::I.:.. ...� :;: .. .......� : !. .... ' " ' - - " - __ I I I - .. .. ::: ::: :�: .+ ....... __..I +*... .... ..A.. . ..... �'.::��. . ___ _..... .. ....... 1-11.-......... ...-...........�'.�`.'* _'_ I 11+ �,:"...j,:.*,::+,::+:*:,:::,.:::::.: : * ,'. .::::::,:: ..'� .. ...... ............... .......- -w ...� �.*::'+.::::.'... .:'*... ... - ': =.:... 'w -- - - I—"._- - %___ . ._....- . .:... .. .... ....... -1., _w _: -".. ...._. .... ....� , � .... .. � � I �V ".'._:.:�' � I -1 _111--_ -_1 I..... ..�,, -_1 -__ � - - -��_"� - ..--� .-.�.��.--...-�-- --... -' �----+*".*,+.-�� '_=_**1.1'17-`+* � - , -1 . I I I BASEMENT I I . 11 - . .. I � � / - :+ ::� _;w;.....() 0 .. � ......;. ... � ........- ' '... .. &\ ;......... ..._'__.......�. . .......J", ... .' ..n Q... �...:..:.....�'.;..... ..... .. - -.....' .. ........................�...... . . .:.;�.... -.. --- :.. ...:+ "�- : "". : - ,.. ... �.............;;;:..;.: 1) ++..i.... 4" P. CONC. .1 ...... - - ... '_.... � .- . '. _.' - ._______.. . "_ , � ..d:...::::::::ww:w::::'.'.":':"*,:::!. .............. ...."... - � - . - ._ ...*... - " '� � - .....e - .. .. �I _-."........."_'__+_'- - ......"...., _.w 0 :::'*_:': '�:*��.. fj.:::�::' . I... ....I ...'�::�.. ..... ... ... r ..db:�' 0-- --I.--,- .. ' .:...I..... ... .. ... - .. ............. ........... ............�� 14 "::. .. __'::�'�'.:: =1 . ". -... - .::: . " 'p:: :::--' � ]::�i .�` :]::�J` -6 I QNFINISHEI�) ._..-��::_`-, - � . � :::: ::::::::::::::......:,:..-::.:::::::....... .:_.- __...............11 I 4:0:.. - . - - . '. . � , = ... ...:::::::: \ SLAB W : �. .... . :�::+�� ' _:: ---t .::�. . - :. ** ::.:: _::,:: :1- - � . = I I I I � . . T - -.....-.-.:.:.++:�.!_.: :" - ..__ -.......�.........� '..'._". ........I. 0 - - .. I - .........". ....... ++ ,Z) '-"-----'...... --,--,.....- % 'a�_ .' - --.-..+"--��,.,.,+�..'�...-.-�- - �'-�-+ - � - -'-�--- 'Q�............J..........---....... &xb-IOXIO Pq.yq.m I -- - . � . � � , - :......�................. ,.. d:..........._:_....,...._.......;....�_;_+, . ....: ... m. .d. :..:...:;:...:.= _... � �. .... .,....:.............. .............. . . ... ... ..... ".. ....:......... :...;�................ : ...;.....;= - l..........:: :_ j=..:.'-.'=:....--7-_+_...7". = , '. ..= k � - .. - _. . .. � � - �� -..-. .................._... 111- 1 '......... -----+- ...'___43 I .. : -- __......_0 :.. : .. . .. - ... .' .......-. . .. .-.... ................. ...........................� :.::* .+.:''.,:-. ......-.......� ... ...................- a:11- ... i - _1 I I : .......:: ...... .. 0 ....... :...,:. ::+...:: ....... -.....pp.. .. .. ... - ::::: .P 0 --=......-::::::-***--+*' - ' ...:......................... [ r I I I ....;�- �::: --:4 :' :;-:::;;;;;�:�:�;i�*i�.�q':�'k . ........... ....... ... ..- :::::::::::........::::::::::!- ...- '+.!+:::::!!:::;::;-. ::: X .. ....� ... -::i:::....:-:-::-:::::......:::::::::::.:....... ::!...-:::-.: : -X. .- ..I .... ..... . ______ ...... . .... .��.......�...... ...:i:... .. �.. ...I. ... ..... - . �= __j : - iz�_�( ......,_... *'...,�!!. .. .. .............w. ... ..._..�!�----!'�-.-�-�-.. _'_........ . . . ., . . .. - �... I .. ..Iu �........... .. /_.1.-:.:___- __.___= ...- ....._'_...._'__- . ::.:.:.:..+ 'L........ �_= - I : I I :. . ::;- ... . .... ... .__...�.......... ....................... ..............�.. ................. �.....�... .....�........ . ..'...... ................ . ....... - .T: - I I � " .. - +_ C4 :.'.'=+_'.*+'.+ _'......*.' '' .-.'.y.+.'.+..-_.... ......- .:. 1%.�....;;:w :. th-:.:q.....:.;::: - i � __.... . �� _'�- _.:.:** "'.:..... ...==.:=_'.. .. :.......::�7':.. ... . . ........ Lu*.. ..... .1,41 - I' I I ...:::::..........." -+*:::..::.,..* 0 tb ......... ,*:.***.,:: " **:::.........*,:::::::".'" "," . I I I I.; -..... - __... �... ... . .............. .. . _ ....... "...- --- - .... __ .: ...... -1......�:.....*......-.'.'.`.1*.=_:::::*.''f..'.� -)::� - T ... , ..-I .......___ �. . ::........ %....._ . ._..� . -�_......- *+,-::-__ :�......... __ Q'-:'.':::: .... 4- ... :.:"- '::: .�::::::;;;q .:....:.;:::::�:+:.�. .... �....... :' :::::::.. ::q-::..:::w: :p:::'::::::':::::::p:::::....:::...m:.....::::::.....=.... .. .... �* ...::: ::**:.: ..: + . *:.... .....�......� .... ... � -J�::: +:.::I:..:..:+.++:: .: .:. " ...I. ':::::::::: :_::: ::.. . ...� .... .... ........ ..... ........I. ................ .............. . ....::�::: .� .. ....... ..... ..... . ..' - -� .... I- I _1... :' - '**+ ' __ *_ '�'- .___w .___..' '__ .."_"_..____- �____'."...................�..._%� � '__.... _. .. ."'.'. - - L - - _t,.�'� I ........................%�:: �........... - I w � ... v 5 I ---::: :1 . .::.. . .... ....... ..... .. ...... .......- '' ."..-. ...... .. .. I . ....1. +*+'.".' :. .:* ..�' - .. '�'� ... .- I......I .-.......... .... ............. ............- -...--.-. ... I - ::.'�.......=.*.*%*.'.'7:+1.1.1:: +�'.'_.....-...... .. I....I . .=.,.+.. ':;:_;..:.' I- �� - �...�......... ... = ::::::::............. ... I...... ......�..... : �. ..1 . .._ ...... ..::a- **+.. " __.'._:_*'..'+"'+'__ ' ':::,_"".p�.'.: :"":::....._:.'..'�*:_ %� _-"-., .........) , _60 1+1) I'--+.I- .. "'. __ '_ I ,-, --:::'-_- +--,.*........ -i- - .::�:.f':I- J...*.*�'.'."..'........"..'. *+ .::::::._"".'. :...: :`.:.:_:::::::.:�**:`:' ::: : ` �;' _' ................... (I................... _1.7. - ...�........... E! ' .... ... .. --:::: :::: ::::: .: ::::--:::::....::::..- ":..... '**,:::::::::::+:::::::::::.:::::::::::::::::::: .... ..' :.....::..x :::....� ..... :::: .::"::::::::::::: : ::::.::::::..::: ...__...........::.::::.......+.I...........,,:.:;....::- ..:::+: . ::! :. .... .. . .... .. ..... ....�- . .... . . ...........�....�........... ........... ....... - . .: :;:: --::: ... x ..... ...... �...��....�... .. �... .... - - _`1_G . - i *� .1.*�"_:::;::;::: :.:.�.:.::---------_:;:_: ��_111__ ---+- %. %_�....'..� ""' " ' .":. .. ***-_::�p_%_........ .= .111 . ---,.-,.+,-".,..�1.a " . . � Ii _ ... _11_1:...:.::,::-"---, - .........�.......... ........ . I : :. .... .......... -I I - * - +* * "I'll *1 I-I I +.......................I..... . ..............� ....................._.;::::.�::_ (141- - - --iiii�R. .-�%:.-' ... =*.......:_1 - '_:.............1.17'.... .,:".,.*..... ..I.�.:......::;:2"xIO" R.R. _2"xioll .. ....'... .... .._...- ... rw ?-� ............ - ......... --- _.... . ...............�.......... - I . ..:...I. . ..j..+..-1?fl 0� � :�::�� 2"XIO* RmR.(14 2"xIO" RR... ........:........;;.......;...... .. - z -.... . **+ .. .,.:...*::::::::.+'.*.,.::::::,:::::::::..�::_::..: '' .::.".:...:.::...:::.......:..::...........:*::,:::.. .............. .... �::+.:'c I(O., O.C...� .. = .wwl.... a.- :::.....!::.:: ............... .....I.. ..... .... ...........:.,.�==_ .: a ....�...I............. .+ .:,.,.:.. 616-10. �.... �...:: .....:.::a I&,, O.C.:.. ........ .... +:::::;wf�� =I(4 43= - .::: :a 161, O.C. . . ................................ ................ ................................. �. ... .. ...� .....� -1 SECTION A AN-600 I i........�:*+' I %. ''%� I—- ____.. .'_._.__ _______...__'1_.�p._'. I.,---_ .-.__ ......__.'_'' _ -_- '." -.I-----.- I - .". -""% ' **........ I....�..........-q - - . - .....__' -...I- . )�( ..........I.....*... . .......................: **.,." ........... ...-%...... : % = - . - ---*-*,* ..__.7�'+%'.+++�'.'.+ %=..---,**.........................=*.'+++""".." *.""�.'.� . _ _...-...� ____ 1 .1 .*�.....v:+ 0!70 = i ' .. .. .... .... :+�=::_ .�.�*.: *,.-** _ - ��........ ....-...--��..�.....'�.��+,.. "', .... -.--1_.1.1_.___' _ ...... �--_ __ . 1-:-- f I .....:_ _ .....�....�......... .... ..... ........ ... ..... . . 1.. . .................__. �..... . I...-� ---**.. ........I-- I........... .1.1... .._ ..... ..........................- . .-.. ,"""",.,01)a .. ..... .". ..___.._.. -- I'll . .... .' __ - �. .. _.'..'_'_ - --" '% '-"' .....L111 � -1�.".% --;'��!..:::�.__ .... . _ �. -.1-1.1.1.1111......'.:*�'.'.'...I...I. ...... ...... .. ... - - . .. . :: ::... 1 (14 +'I++,.,++,+.- +*,+:,- "' - :::'**+*+`_+ : " -' ' % - .. ' .,.:,+***.......:' � . ..._. .....� ::......�...... '__ ....�... .......... . SCALE: 1/4" = I'-O" _;.. ,:.,:.::.::..... -:1:;.:1;_::+-:_:_:_:_:::::: _... . ...:. .11 , ++__.....::: . :. . . .. ........ .........:.:...... ::.::N..::q :: ::..... .::.....�. ........�....: .... ...� + ... ... ... .....I..........I .. �........... -....-l- -1......I . ............... - �............. - '....."....". -1. . ........ ......- - --- . �... . ................._...11.-....... _..... � . .. ..... ...F. �111 . ' + +:++:1+1+_:.:. .......... . .- . ...... .-.1. ..................... .....................e..".'..*."'.."*.'.'..-�...-. -,-.*,--..............- "'_" ___ �...:----"-, - I i . ' : * .. - __.'%'++":. _:�-�'..'� . .. -... ... . .. ... -...........I............ .... .... ... .. .. :... : .....: :....I ... _'._. ........ . �...... . .'. '.__'.':':��..+.:.,:!: - ........- . . . _-1-1 _:_, � � .:: � - p ... '_ - _.-�- - - �_ _ �'- -77.:�._�'- .-I .'-. . - .:::.+... - . . - � . .i - �..� - .. ... � - � . .... -- ....� , , -- I I -1 I '�.��......� . . -'. +.. . . , ' , ...... ...:... - ' - I'll - I'..........,.:,-.,., . �' . - .: ......�_ .'.�:..:.:.1..:.........:+:.:..l....:_ ..:.I :.. . .1. -__--- . ."".'.::::_._.+.. ........I .'.11 �'.. .-..::..,'11.1.1" ... .. - , - - . *,::.,11.1.1.� ...'.*.*..+1.1.1.1.'. : . �::_-- ,.:: �. , . ..:1 . ,:. .1% + ,11.... .- � . �- I.-.- . -..... - .1 ..... - .......I.....�........ �............ ...;�:;.. ......:..'..�.:.%'�::' :....:; �:;::I l '_ - � .. �� +� -...-......- ... .....� . ... . . ..: m...N::..... .. :" :.......�.. -.. - .1... � .;.::::...:::+ � . I � ............. .. .- -.0...: .'......:....".---:1. ..... I . ... ...... :: . . - - - 1 1 . -� � ........ .....:,+....+'.'.++__ a ** - � , . .. �. -"'A 7" - I.. % ' .1 : I � �*++�+... . ... ... *1 .... *�'- ...� ...... ..I-- -_% .: =,' . . . . ... - -� " I.......__... ... . .....- +� . .. .. . ...- . � . f i, _%'.. I -- . � .. .... - + � .......::.%% � ".... .*.*.+++:............�+'..+'. I T__ .-�. .....I � . .. �:+.�:+: � I .11 � . . ... �_, _'. .. . , .�. ...... .' . �_.__.m.....-.__ -...-�-- -. -. I _�_-�. ,I .. + � . .. + - I ..� -- : , , ... ....... ...........�" �...� . 7 . - . � -....�.......z..�'.. .. ... ..... .......:. � - '." - -I � - �- :. - . - .... . +. ,:;..�:.:..�. '_ - - :....: - -....... . ......................... ... ............ ...�.........�.' '_ - .:.:..,.:_:��...... �.... ..i ... __, ........... .....I...............- .......--....... ..I......... ....... .... : - - ��, � . �........... � �:.......::-..........� . . . .'%.:.. ............ . .-.......:.:......... '_-"_ ....�. .� .... ... .�.........�.... �.. � - ...-...-...�� -.......... - �� .. I � �I��11 1. .. -+ . � �. I:........................ � ..........�......_. * .....a....:;:;:..�.. 4............ ::.:.___......".. - . :... ..-........ ., �_ . ...�........w .:....I.... �...��..... ...wi%j _ _:......�� , -...�. .. " � �i � � I , .. -.....:;.:..............:...� ;;;..,.:. .... .. .... I - .. . ,... . ..... � 16.i . - - ---:- � - -� - - - � - - � - . . - + x_a I ... -- - ..- + + ... ... 1 ...... � - . ... .. ....... .. . . ........ ..-w Qj .i ...; ...... I , - .......1.1 ... ...! �...I. .1 .,".-1................ :�-.'.'.'... - 'y......=1 .'.%*' .. . ..... , , , .� .0011 I - -.... ..... . . ,.: ... .. :�1, :...�. .....:,--+'+-1......:.. - - . .. �.. .. I ... -,. ..W1 ..'. ...- . ..... . ...........�........�......�... .... �.... ... - ... .++ , -:.......:+... .. . .... ....... .. . .' '. -.1 ' � 13 :� � � - � - � . � i .:;: .- . ... �...- ........�..........� ...- . :. :. .+) ... �. � _:_: ..:.:::_:...........:..::... .......:�........:..:�....... - _:_:+::_-... ......... ... ........... ... ,...::: � .:w: - - ::.. :::_: ::....�..... .. ... . .....� ....... * ...*=.........�...........�.�...:....;:.+:_�:. ....1.++I . ..- =+,.....:.,. : ::............... ................=. ==....%'...:.-. ::.......................+,....+�........................% ...- --:-............._. .. ... %..��.4:: - I '. I ::::;:: � . .........�. - = I ... +........ . . .- - ., - � .... I � . � � � ...... ...... � - ....:+.:....__...... .. . .... ... .. .............. �....................:: :+:d) 0;:J::.; .-::: - - -� .. . �....... ......... ,:L I...:. � _-4... . . .. _ .. �;... p : . ..' ....:�::::::::::m:.:.:::;:::.::.............. ......................:...:::_d:.:_,'4:::: - ...�...... ...:d.......:1......::. .. -::::....:::::::::::: �:: � -::::::,:x = . . .; ��.:+%!� ;�:�_:�;;��:.:;:..................... ::::: :"*+,::,::,::: :-, . : -....*....**,**.... - '�:�: _*++T':'� .. ... x- .. ....... ,. ....�..........-....::. .......". .." ... - - "... ,I ., .. ... ...... _............. ................. :. ......+,., - .: : -_...,+ :.............'.. �.e, :...;;,-+;+ ,.,,,+.........-...: :--�..+"..,....,.................+.�.:.....++ ...........,."e,....+�.+.�,+.++...-,-.. , �. � _:.,:',+;;: Z--:-.- . _�_.++1+�+.+.+_ - i . - -5.001, " 13011 .,:: . * " � ... - '.';:+= ...... ......, ..' .. ._ .................. .. ...'. . . . � :....... ..............;;: .......: ... I . � . ;� . ;::............- .... .. ............... ........:... .. .... , (I G."'.- _ - __ �.' �'.._.., . 1�_"'_..p_.. _.::::.� _1......*'.+.** +**.*_:_': ::...__' --,.,-.. _: .....�'* + - _"' + ........_' - ::.---- .�'"'.,.....'�+.................,.�-+."-ilia.'+.'.l- ............. () , _1". �.%...�__' . � . d . . . . - � - -�.................... . .. .. ........ . :-:1 ......... .. . .... : - _...;::....... ........................:....._ .. .. .. - : - **=:.'.":-...�:�............. - .. -__ ___...:':::__:::pw:::�.::.q...�:...;::".;::;%:..... ... ::: �_ . .. - �_+_'�.-_.. ..... ............:.�.:.:....f...:..'.*.,..+. 11, _.�.4..+...._ ...::�..�........ ...'.......... .....%.......:., .;:.:.. ,. ...:.... .. .. ..........I - .. . ...- � ....... - .. I.....I I.....-......I...... . -....... ... -... ...........- U) ... ......... +1 .... .m.................. .................___... . . ..... ...:. ..........- ... .........a :.....�....w. __+...=... ...I.... . .. ... ..... .. ... ... .. . .. .. .....' .... . ..... .....�..............:::! :.,: +:::_!�::::: - : ...I .. .�.'.%'.'.'�.........'.....+.+.+.'.'.'..+.'.'."...............;.:::::::::::::::;p: ... ..::. :;::;:: :::.:_::w::�;.:. .: - :::.::::.::.:�..:::::::::::.:::p ::::':':::::::::...:::::: ::::::: .....:::::.,...;:::::.:::::.:::::::::I::::I:.::.:::: .::::.;:::.:::.::::::::::::::..::I::.. : :::::::.:::::::;:; - ......:.. -�:�...::::::: .. . �_. ' -... -+:':::_:�... � ...�.. .. *1 '.:1; .,,"'.: -_ , , � �'. I.... .... .... - -...+.- .:......... .. ..- - - ...-.... .......... ....�........ .... �...�......wwm.� : _.. "..;;;. ..._. . . .,.,::......�.....f1::.::::::'' :�':':". : :::: ......._�:::: `.'.. q_. .',1.-1.*.'_1.1...1;,+.-.-..1. ...*++..*.'.';.':1-1.-.-' - ,+_ .."'.... . .: �'��*�%++++.7�+�+' '. : �. .7+'+*_+�.+*�**++:. ::. .. -.`_+..1+1�1.+++"'_ . ::.. �..... ��--Z.��'.;:.:.-- * + :_ z�� '- - :.- ��. .. .. ................... .........__ .. - ... . . I.. . ..: .................... :-��.'ff+.'f-.'.'.'�.'....""�+.'.'.'f."+'+�+,�.'.'.� .'.'.". : �... �'._* I I 11 . . I � . _"� /--'IN Y4 . .1, �2 . I - z 5-1/2" O.D. 50H. 40 STL. w I - COL. (A5TM AI:25) AS 2 ROOF Flo -AN =1 =1 --'f'F -LAN 1,-ELDED TO n ,, R f 0 13 0 FL. 0 - __ - - � _ ___ __ ____ ____'__ _. ____. _____ SCALE: 1/4" = I'-O" 13 ci �6 ui 0 - 95"x5"x5/V' THK. w 0\111� 5TL. BASE FL. I !� -1 � 0 1 -- PROVIDE 5TRAPPIN5 t NAILIN6 AS � . (4) 1/2" HOOKED ANCHOR - - . -1 - - . - - - - - - PER CONNECTION 'D' IN "T"'(PICAL __ BOLTS EMBEDDED INTO >; NAILINC7/5TRAPPINO REOUIREMENT5 1, FOOTINO MIN. 4" W OVERSIZED w -------------- -- --------------- - _:=� FOR UPLIF7, SHEAR, 4 LATERAL '/ PsIASHER AND END NUT SETUP . w 1. NIND RESISTANCE" ON PAOF_ A-200 *0 I ! NE?q F.J. AS, PER ////-a EA. STUD o' I PLAN I / I I = ll 5.0011 (4) 5/5" H.D.O. LAO � . (2) 2"xb" P.T. SILL PLATES 5ASE PLATE A n 1_�' PON SILL SEAL UPON . %;. . p HANDRAIL TO KALL ON AT SCALE: 3/4" = I'-O" I %% COPPER TERMITE eHIELD j /BOLTS,(FREDRILLED) " .6 T ONE SIDE OF STAIR IN I - - I , I -I I __ ADER AS CORDANCE H/MANU. SPEC.'s; = --- - -- - ____ - - --- -� ,,;w--'*� _____ ___/ - - - __--- - - __ __ I- .. _,e- k, � 0 i L-_ / ' vr.. SPECIFIED ON PLAN5 AND NOT PROJECTIN&MORE -1 I )) 5/b" 4) HOOKED ANCHOR BOLTS a \ z I I - LL�- / f < % � �1 0 1 THAN 41`2'" INTO STAIRNAY; " _�_�511" O.C. Pq/ 5" 5GUARE k4ASHER 4 I \ = , � � I * � ITCHED METALJO15T HAN57E - - - I - () " . BY SIMP5ON' OR EGUAL SECOND LEVEL �_ I SECTION ON PACE A-200 - / - - - -- 10 - --- - (JI " '... �z'14w, _� . R SEE HANDRAIL ORIP SIZE5 ADJACENT - I I ENDNUT;AL50 SEE ANCHOR E30LT I --- - - - - - I _____ ____ --I-- - - -- - I - __ - - - - - - - I - - -_31- - - - 4141, \ / 1: _�_.1. -1 I (1) #5 REBAR 11 -----(I) # 5 REBAR I \�' / 11\ 0 : ! .1 a 4&'l O.C. - 1: __ \ - � - I - ____ __'N __ - __ --- �� -17 03740') 4 1 CONTINUOUS - ____ __ - - I Ile- __ ' --- __ - - i - - 11 1 5/5" THK. FL. F N �' . -ACE BETKMN ,---a 11 5/L�5" THK. H.D. � � r-ty2" MIN. 51 I - I I KALL AND HANDRAIL 5" THK. (MIN) P.CONC. . \FLOOR SYSTEM )/4 1 OAL\/. FL. _____.. . - 5/4" PINE R15ER 5TANDARV5 FOR ORIFFABLE HAND RAIL . __ ___ C7R_ADE em. (3,500 P51) NEkq i5TL. CAP PL. �I' AS NOTED 1.2511 � PROJECT: � - CAP PL. VE -L " FINE TREAD - 1AELVED TO COL-;SEE x SCALE: NTS I __� PITCH eRAVE TAILS ___IV NEII HOOD BEAM AT, CAP PLATE 'A' oil. . = 13 CROSS SECTION . 11 I, NOTED ON PLAN . i-� d�;i P HANCRAIL -l'IRr A FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" PqIDE ANTON SON MIN. 1 -1 CiRr-ULAR NON - ,ULAR II - 'z x� CLEARANCE 11 NOTE- __� NEkq 5-1/2" O.M. SCH. 40 STL. L\/L LUMBER OR (2) 2" PqIDE DIMENSIONAL LUMBER * ROUNDED NOSIN& lu 11 ASPHALTIC W/y4" RADIUS 2: 4"-04' - 11 -----MA5TIC, 1. REFER TO PAOE A-200 ___� COL. (ASTMI A125) AS PER I 11 � FOR NAILINO AND : - V2" PERI_ 2YW_7�j OUND. PLAN BY 5IM5 STEEL RESIDI NCE (NOT INCLUDED IN ' V4.'-2.. - DAMPROOFINO t I t_:� MIN. METER MAX. I I 5TRAFFIN5 OF ALL (OR EGUAL) ,I - --- _____ __'___._____ ___________ - -------- TREAD DIMENSION) 0 bXb-IoXI0 N.N.M. 11 COMPONENTS, 95.001, - �_ T-1 . ( 5ETk*JEEN CENTER 4 � 11 I I = (4) 5/lb" H.D.O. LAO . . . �0 -+.,+.,..* _ UPPER -� OF SLAB - 11 - BASE PLATE WkSIELDED NEP4 4" POURED CONC. 0 1162 N BA' IIEW RD p 0 BOLTS (FREDRILLED) I - t6� SECURED IN PLACE 11 (1) #5 BENT TO COL.;SEE BASE PL SLAB -- - -- - ---- ____ -Ij'- -- - - _ - -- - /- _ - A aj R _ _ - = I 0 JU DURIN5 FOU I t----REBAR. a DETAILS FOR 5OLTIN SOUTHO P, NY (Z �� 1 45" O.C. = --� I / -- / (5) 2"xI2" P.T. STRINCERS 0 - 1 11 - I- *1. _____ I W/R-21 INSULAT T . = I I I _"'�-i/ I //' - --- \ - - - - - - -= I ff, - I I . 0 z - ION, IF UNDERSIDE . -1 - -- --- --- - ____ --- --- - \ I , __ __ --- ____ _ _ - 15 FACIN6 STORA6EMON-HABITAL SP It 4" POURED C-ON0. M .. - � . .. . ... . I . ... . I:— - - _� I I 0 DRAWING TITLE: (1) _-'� � Ii (1) #5 REBAR '" ',. ;,:1 � - `.%".'�'�. q � � __ - - --- � - - - __ .1. 11 -1 . ' - SLAB 11 11 NTINUOU5 " ".-I.I... '.. .... ... ........... q..,1+�-a� I I �!_ - �_ : , & MIL POLY Z-00 ........ � � - : _ _ - __ ____ ____ ____ - __ X __ - /___ -- - - - - -m ___ � . - - . SECTIONS IIII __/ : . - or . - M0157U 4" &RAVEL BASE . . , . - . I : ? ..'* )y r7yp. BD ____1 I [I- I : - . \ / I : - �11 ': ROOF FRAMING PL N _� IRE "I' : � I '� -� - I RETARDER '*'� - - 1. 11 . 1-11__ � I -- . '��_____ - _____ _____ ....�_ � -.. 4" &V�VEL BASE -0 a � 11 24"x24"xI2" DEEP P. CON0.11-11, X - - - - ____ - - �c UPON CLEAN'--,-�-___11--____ - . - �-7-0 . --- --- - - - - - -_ - - .'I-I--I I-- _-- 11 . PAD FOOTINO ..'......I..... : ; ___ COWAC - - : : L. TREATED 2"x[2" SILL ,T FILL __�"__ ��_ - I : ; 5/5" THK. F 11 � . . a - '__._1 __1. ------I-- . LL=.--, I....... . . 5/5" THK. H.D. - I . i : �t Y4 . + - . � FOR CONTACT w/CONC. - - - MPAOTED FILL OALV. f'L. - - (IF APPLICABLE) - -- � . - 0-7- 1.501, - I . i - \- I - � - I -,- - -- -4, - - - - - - _.FIR5T LEVEL --- (5) #-, REBAR--,11.10 - . 141 " OAF PLATE 13' PAGE: - - � - _____ _ _ I ` .-bo I FOR CONNECTION OF STL. COL. TO (5) 1-5/4" HIDE I i I I ! I I 1 4// 6' -L��j 4 " 1:2 6 _.Z-4 i '_� I -1 ;1 I �r , ff I itm q!, c,'-F oj � - - 'A A - 1 I' \9 O .. TI-1-111 � I ____________j . ' a_ 3�) _ - I 'I 9 ' 111" I I 'r 5-1 _c r - FF _v_T L &f/:P�Tjll 5o MIN-; LV`L LUMBER OR (5) 2" NIDE OR (4) 2"x k41DE A-6 )0 DIMEN51ONAL LUMBER OR 5.25" VqIDE PSL I I I I m � ! I r4-,,*.N INTERIOR NOOP 5TAIR PETAIL r_1 'Nl"\ a" FOUNDATION NALL DETAIL K'_2� STEEL CeOLUMN 1�)ETAIL r5_"*1N5TEEL OOL. BASE 4 TOP PLATE DET. I I A-600[ I A-&O0 I DATE: 06/01/20 7 OF 10 IA-600[ SCALE: 1/2" = I'-O" SCALE: 5/4" = I'-O" j SCALE: 5/4" = I'-O" Lt��" I . I ------------------------------------RIDGE HEIGH MIN. 4" BETWEEN EDGES OF S :GTION NOTES �J \ ELEV. +28.0' R ^,� -I/2" SQUARE BALUSTER. (STYLE TO SELECT) FTER x NEW ROOFING NOI-E (TYP): 51 �xTIE (ORRE UAL) O I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' 12 ASPHALT ROOF1N6 5HINCLES BY 'GAF' OR EQUAL;MIN. 6 PN6 �' m GRADE 240#,50 YR WARRANTY OVER ��, :ry R. gs 5/4"xb" P.T. 2 INSTALL ICE INSIDEAND FATE SHIELD STUD WALL AND IA UP TO VALLEYS Pg DECK BOARDS R OVER 5.INSTALL 15 IN BUILDING FELT(U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ATTI Co, 5. GAP SHINGLE OVER RIDGE S HIPS(A5 REOV) � � (2) I/2"0 HOT DIPPED 6ALV. BOLTS 6.PROVIDE RIDGE VENT (AS REOV) _EA. POST w/ OVERSIZED WASHERS k T. FLASH ALL VAi I EY5 5.INSTALL DRIP EDGE A5 REOVPPER PLAN nZ END NUT PREBORED INTO BEAM, POST, G.J. AS PER PLANS DECK TIE # RIM BOARD A55EMBELY 9. INSTALL ALL A-5 PER MANU. SPEG.'s O TYPICAL ROOF 4 CEILING CONSTRUCTION: 12 2 • NEW ROOFING AS NOTED 15 0 iv1 T. BEAM AS NOTED tD SOLID BLOCK ® 12" O.G. • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL to (2) 51MPSON DJT14Z PLYWD SEAMS) OL DECK JOIST TIE ® E • R.R.,G.J., b G.T. AS NOTED ON PLANS (m SPANS I I/2"� H.D. 6ALV. THRU BOLT w/ OVER 8' INSTALL "X" BRIDGING ® CENTER A O z POST OVERSIZED WASHER 4 END NUT SPAN, VU. INS Q dj Q PREBORED INTO POST d DECK o> "51MPSON" ABAbb • ® COLUMN BASE OST TIE MIN. OF R-49 FIBER 6LA55 INSUL. w/V.S. _ b" xb" P.T. POST U.O.N., 'TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): / 3 • UPON TYVEK" HOU5E WRAP (OR EQUAL) ) 4 II I2 O " BEG ROOM 4 BEDROOM 3 • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING o ALL PLYWD SEAMS) IONP 50NOTUBE FILLED U • 2"xb" STUDS O Ib" O.G. w/DBL. TOP PLATE 2 F.J. AS PER PLANS FIRST FLOOR TOP PLATE SOLID w/ P. GONG. • MIN. R-21 FIBEFZOLA55 INSUL. w. VB,U.O.N. ,/ 6 --------- I • 1/2" GYPSUM BD. WALL FINISH V ELEV. +10.1' 11 51MP50N 24"x24"x12" HANGERS I"O P. GONG. PAD FTG. O ONEW SIDING NOTE (TYP): 4 I. INSTALL NEW SIDING (TO SELECT) 2."TYVEK" HOUSE WRAP (OR EQUAL) I I (1) #5 BENT U a Lu 5.INSTALL ALL A5 PER MANU. 5PEG.'s I6" O.G. 4.PROVIDE ALL NECESSARY TRIM FOp I BAR PROPER INSTALLATION A' LL R = J 5. 51DIN6 SHALL EXTEND TO TOP OF 3 FOUNDATION WALL V 4 Q OO TYPICAL P. GONG. FTG. d WALL CONSTRUCTION: KITCHEN L5T. BATH BEDROOM I FINISHED FIRST FLOOR i DECK SUi�i�Ofi�T DETAIL • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE ---------- --- SHIELD a SILL SEAL I-FA-601 • ANCHOR BOLT°i AS PER PACE A-200 D.J. AS PER PLANS F.J. A5 PER PLANS ELEV. +2.0' SCALE: 3/4" = I'-O" • P. GONG. FOUND. WALL AS PER DETAIL UPON A-600 • P. GONG. FOOTING AS PER DETAIL UPON PACE A-600 AVG. ORAD a 'a • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 7 ELEV. +0.0' �— • B.O. FTG. 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT o PERIMETER OF SLAB (WHEN - APPLICABLE) Q • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / m I STOOPS (WHEN APPLICABLE) 5 • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET =- FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) d) 4" P. GONG. ONEW R-50 BATT. INSUL. IN FLOOR 5Y57EM(MIN. R-30 SLAB HI 665EMENT AS PER TABLE 402.12) V bxb-10x10 W.W.M - ----_— TOP OF NEW SLAB --- ELEV. -b.8' O BEAM/61RDr-R AS PER PLAN _ SECT 101 G /A-601 SCALE: 1/4" = P-0" RIDGE HEIGHT ' ELEV. +28.0'-.---------- - 12 ATT I G G.J. AS PER PLANS 'SIMPSON' H2.5A RAFTER TIE 12 1 18 R.R. PER PLAN z 0 4 'SIMPSON' H25A - - . - - ---- - ---- -- -- lu z 2 ;fl RAFTER TIE " -by2" 4 � BEDROOM 2 BATH 4 BEDROOM 5 DECK BOARD R > CONT. VENTED FIRST FLOOR TOP PLATE I - F.J. AS PER PLANS VINYL SOFFIT ELEV. +I+10.1' �� NEW P.T. BEAM 4 I A5 PER PLA PER PLAN DAR I I II TYPICAL LEDGER BOARD (� 0C�� G.Q =ry Ott FOR CLO. J015T5: 2"x BD. TO MATCH DEPTH OF ~; dJ ! INTERSECTING JOISTS, SECURED w/ EXTERIOR SHEATHING AS Q ' O NEW 'SIMPSON" PC64 PORCH -6 I I (FOR 3 PLY BM) (2) 5/8" 4) x 5" LONG HOT DIPPED PER SECTION NOTES "51MPSON" BG52-2/4 GAL. LAG BOLTS ® 16" O.G. TO (FOR 2 PLY BM) STUDS IN WALL 4 METAL JOIST SIDING MATERIAL A5 N 4=.ate PER SECTION NOTES X37405 3 RS BY 51MPSON (OR EQUAL) f BUILDIN6 PAPER s HOUSE WRAP F _ LIVING RM. GREAT RM. SCREEN RM. HANGEo� �� FINISHED FIRST' FLOOR _ _ NEW 8"(P FIBEROLA55 TO FULLY OVERLAP FLASHING ELEV. +2.0' F.J. AS PER PLANS SMOOTH, STRAIGHT TUSCAN STYLE COLUMN CAP FOR ; AV_G. GRADE I I CASING BY HBd NEyy 4"x4" P.T. POST D�i1 � 5/4"xb" P.T. DECKING PROJECT: CONT. FROM SLAB PERMAGAST (OR EQUAL) - "Z" FLASHING SECTION/DET PLAN/ ELEV. +0.0' FIELD SPLIT AS REOO z I b I T I 'D TO ROOF HDR __ _ _ NOTE: RAIL A5 NEW "SIMPSON" _ - - ANTON ISON O I I PER PLAN P05T BASE PER P05T 51ZE FLASHIN6P.T. DECK DRIP EDOE L _ _ ' NEW P.T. COUNTER AS PER PLAN JOIST " 'R ES I® f'NCE DECKING JOISTS AS PER PLAN FASTENED w/(2) f FLASHING --. ---__. - _.___--------__--_- --___ -- 1 5/8" 0 x 5" LONG HEAVY DUTY GAL. 4" P. CONC. LAO BOLTS m 16" O.G. INTO MUD SILL s 1162 N BA' VIEW RD -6 I bxb�-1-10x10 W.W.M RIM s 2) 5/5x0 x 5ULON6 APPROVED SOUTHO P NY BA5EMENT METAL 6ALV. JOIST HANGER �� BY 'SIMPSON' (OR EC�UAL) a TOP OF NFW SLAB --_—_—_—_—_—_—_— NEW P.T. F.J. MASONRY ANCHORS o 160 O.G. EA. JOIST � ELEV. -b.L --- "Z" FLASHING FOUNDATION WALL DRAWING TITLE: SECTIONS SEGT10N E3 /A-601DETAILS 2 COVERED FORGH DETAIL rfL EDOER 00NNECT I ON DETAIL SCALE: 1/4" = 1'-0" 1 A-601 _ A-601 SCALE: 3/4„ - 1'-0” SCALE: I" = I'-O" PAGE: A-6 ) 1 DATE: 06/01/20 8 OF 10 d : NW�/ U W F- U V .J.� Q 4" FRESH AIR VENT o :'J:L THROUr H ROOF LL v U Q I I Q O ' 1 , V f -1 - - - - I FULL BATH - _ FULL BATH o i i i i i 11, I a SHALL I CONFORM To 1 2::1 2"1 1 1 :: 2"1 O LOCAL FLUME31N6 CODE IL I j j I I PROVIDE "ABESOO FP200 FR a NOS: 2" 1 I 1 I I ATPANDIN0 FOAM"ALL FENETRATIONS N FIRE IV Iz I ( j 3 FUEL 6ALL 1A5�1WORK 1 I I 1 RATED WALLS AND o Q 4' I V n 1` 1 31 U I U EOEND O SHALL CONFORM I I I FLOORS/CEILINGS. PRODUCT `IN IUI* IUIK ry UI* � _ TO LOCAL 15HOWER 2" 1 I 2" 1 CONFORMS TO ASTM E 814, 1 r s I_ t I_ �_ = I_ �_ HOT WATER 1 TUB 1 A5TM E b4,AND UL 14'74 i I SHOWER 1"i iv In 1 iv In I n F Iry TUB ----- 5UPPLY FUE LL I A5 CODE d _� G.O. 2 I t -------��---- ---- --- -- - -- -= ------- -- COLD WATER N SUPPLY PIPING PENETRATIONS: HALF BATH KITCHEN FULL BATH NOTE: I� 1. PROVIDE "ABE5G0 FF200 FR LAUNDRY HALF BATH LAUNDRY KITCHEN FULL BATH I j - - - ---------- ---_----- -- -- -- EXPANDING FOAM" (OR EQUAL) _ _ ALL PLUMBING WORK ROOM ___-- --�-_- _ SHALL CONFORM TO ROOM I � PROVIDE "ABESGO FP200 FR AT A!1 PENETRATIONS AT WALLS ___ T----- I EXPANDING FOAM" (OR EQUAL) - -- --- -- - --- - -- -- . - ----_-_--_ __ -- .._-- AND FLOORS/GEILINSS. I I LOCAL PLUMBING CODE I j AT ALL PENETRATIONS IN FIRE 2.PRODUCT CONFORMS TO ASTM E 21 O - - -r 1 I 1 RATED WALLS AND 814,ASTM E 84,AND UL 14.74 2,' 21 1 12 1 1 2.1 O 1 1 FLOORS/GEILIN65. PRODUCT I 1 1 1 1 1 I O 1 1 CONFORMS TO ASTM E 814, �?I 1 i I 1 1 2 I 104 I I ASTM E 84,AND UL 14?9 I I 1 I I O I DQ I I j LAUNDRY IV NG i _� I I I t I I a0 KITCHEN I I Q 1 \J 3 I I I O 2" I IL 2" 2 2" 1 1 w I j3 3 :x I�I� �� Q� V 1 ROOM I 2:: 5HOWER 1 * v =I I v = N Iv z Is n 1 I - WASHER DW - G.O. cvl= WASHER = iv cv1' DW n- I_ I ~ " 2 3„ �In n NI I� ��In �In Frylry SHOWER- 1 I LL -- — -- �----- — ------ -- -------- — -&^� TO OUTSIDE RANGE -- — — ----- I BBQ -__-r___ i 1 �m DRYER n �PLAGE FUTURE BATH FUTURE BATH I I - - -- - ------ ------ O G.O. v 1 G.O. OUTSIDE OUTSIDE 0 1 - w G.O. SHOWER SHOWER I I IAV 1= OUTSIDE 1 OUTSIDE 500 6ALLON m- z 1 „1 4" w i 11 1= SHOWER I SHOWER PROPANE TANK ap I R' 2 1 4" HOUSE MAIN 4 G.O. 2 2 N- ~ 1 I I -I I" {{ryF.® z MAKE/MODEL w 1 1 N : ----------- %) --------_ O TBD (10' FROM %) I I 1 DRAIN po� ..-.._.._. t4.._.._.._..-.._..� HOUSE) w m I I GLEAN OUT G.O. R O I tu ~ F- -O _ -- 2: 1 I AS REQV w w 4j I 4a 3 i N I TUB i 4 I= :v li n 3 I p w l— - L nTUB IL•ER I V Q TO SUFFOLK COUNTY I- I� w m - SERVICES DEPT. OF - -- - -- - - 7 - --------------------- i N 3 �.._.,m} , .._.._.._._.._. _.._. _. _. _. HEALTH APPROVED _.._.._.._. � TO STREET � x SUMP SEPTIC SYSTEM ---- - - - ----- -- - -- -- --- - i (WATER MAIN BOILER w DAR C,cy/ M. a �� - w� 0 �0 �q 0,74135 yo OF NES PROJECT: ANTON ISON RESIDENCE FL.UMBNC RISER - DRAIN / NASTE / VENT FLUME31NO RISER - SUFFL%r CAS RISER - SUPPLY -- -- --- -- 50ALE: NTS - 1162 N BAI VIEW RD SCALE: NT5 SCALE: NTS SOUTHO p, NY DRAWING TITLE: PLUMBING RISER E AGRAMS GAS RISER DIAGRA PAGE: Im—1 00 DATE: 06/01/20 10 OF 10