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HomeMy WebLinkAbout44492-Z ��o�o�uFf°l'�coGy Town of Southold ^:�_: _ -N�~` 9/15/2021 a P.O.Box 1179 o _ 53095 Main Rd tifj�l �ao�. Southold,New York 11971_ CERTIFICATE OF OCCUPANCY No: 42333 Date: 9/15/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 550 Fleetwood Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-5-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/14/2019 pursuant to which Building Permit No. 44492 dated 12/9/2019 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 porch,first and second floor decks, screened porch and outdoor shower stall as applied for per ZBA#7224, dated 12/30/2018. The certificate is issued to LoGrande Living Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-18-0123 8/18/2021 ELECTRICAL CERTIFICATE NO. 44492 5/5/2021 PLUMBERS CERTIFICATION DATED 5/4/2021 [TdMrd J Ko th ' e Signature o�gU ��CoTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN.CLERK'S OFFICE �y • p� 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#: 44492 Date: 12/9/2019 Permission is hereby granted to: Logrande, Michael 2313 Nordok PI Alexandria, VA 22306 To: demolish existing dwelling and construct single-family dwelling as applied for per SCHD &ZBA approvals. At premises located at: 550 Fleetwood Rd SCTM #473889 Sec/Block/Lot# 137.-5-2.1 Pursuant to application dated 8/14/2019 and approved by the Building Inspector. To expire on 6/9/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,389.20 CO -NEW DWELLING $50.00 DEMOLITION $311.50 Total: $2,750.70 Building 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 1%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 1. Certificate of Occupancy-New dwellin $50. ditions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory burldrn 0.0 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 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 &Z/Z Date. 0,/q New Construction: Old or Pre-existing Building: (check one) -- Location of Property: �'�!�� Jr4r-rl�p CL1j-o'!-1®60,6 House No. Street Hamlet Owner or Owners of Property: R l C ✓A,6L, 40 004ZL ,QV L O 6RAA1..04 ® Suffolk County Tax Map No 1000, Section /17 Block Lot Subdivision Filed Map. Lot: Permit No. qID2 Date of Permit. Applicant: Health Dept. Approval.yam'; -/Q -/p-01Z3 Underwriters Approval:1A Planning Board Approval: 4)/x Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ /L1,C. Q 0 Applicant Signature residing at � L° (Iiia[pa operty,bikmcr's name) (MIdIiitc Addrq$s) 24do:hereby auCliariz: , to apply on my, behaif tb di& Southold Buidizi; Dcparfirint. 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'a",s^ �'{ bow,"' tx ,zt3PP �,�>v� a:.A-�;.b�::�i 3• _z ,�,�, � �"�.� ,. <;A;<',k,!�s3a;``. �. m'" _ i;. ": i�.°''^�?. � - �` �..� y. �. � �'^;-�a;� ��� a torriw."°°•P -�rea. :u"�,' 'gi o ' r "�'tn - �� ,feta:, ,,=�aT} r OF SOU Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G, sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 c®UMV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. LoGrande Living Trust Address: 550 Fleetwood Rd city,Cutchogue st: NY zip: 11935 Building Permit#: 44492 Section: 137 Block 5 Lot- 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Harbor SystemGroup Inc License No: 44252ME 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 16 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 14 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 70 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt G2S Ceding Fan 7 Combo Smoke/CO 3 Transfer Switch 200A UC Lights $' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 65 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, Fridge, DW, Oven, W/D, Mini Fridge, Central Vac, Micro, LED Mirror-2 Notes, New Two Story House Inspector Signature: ��� Date: May 5, 2021 S. Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main.Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q �_ BUILDING DEPARTMENT TOWN OF SOUTHOLD CER_TIFICAT_I.O-N Date: Building Permit No. L� q 4 L� Q.3 Owner: IVl law-L_ Ln(f�&A&SI r (Please print) _._ _, __Plumber: _�_ tA) r-Jw (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. kli-CL (Plumbers glgnahqj- Sworn to before me this JAMES J CAZAURANG day of 20�tNotary Public-State of New York - - NO.01CA6303245 Qualified in Suffolk County My Commission Expires May 12,2022 otary blic,. :;e011nty oF SOUlyolo - # # TOWN OF SOUTHOLD BUILDING DEPT: u 765-1802 INSPECTION [ ] OUNDATION 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 REM AR S: >T- d 7oA fAmMon> t_� 070' L4i( I I I akwA �I(> DATE 1 INSPECTOR q� OF50U # TOWN OF SOUTHOLD BUILDING DEPT. `ycootm,��' 765-1602 INSPECPON [ ] 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/ REMARKS: l aI (J✓ t *VL DATE INSPECTOR %AO( LfpF SO!/lyo� 1 # TOWN OF SOUTHOLD BUILDING DEPT. boyio �outm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST ° [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O / �l. REMARKS: l 4C� r ?G� A fI AoI rC a P +w I e cn WA 4- in mor A,. q .,-P- SIAk co vA Eer S over DATE ANSPECTOR OF SOUT TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ elNSULATIOWCAULKING UGH 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/ J� REMARKS: ln�.�'1 l � '� jhC�Ws(WVIi' , 1 V\ t 14 k (Z' f 10 ov DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. `�coutmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND: — [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [V FINALIV(> [ ] FIREPLACE & CHIMNEY [ -] ,FIRE SAFETY INSPECTION [a ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA_ RKS: V�7 �' �v✓ . U( Ltd srolGld_ ' ' DATE �� INSPECTOR Of SOUTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH_PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]_FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ov (IoVA� c�'l✓ oor � DATE INSPECTOR rr p , J' - i_ -lA t A ''P Y K 1 ;201>3,i[EeCCilFas:aWead" by.U0020New.York, tate'Supplemnent,legions 402`4.L,2,and^403.3.4 i - ` Andress'of Fist X50;= 'let o®a`R®ad Caateliogue '11935 °,Test>Date' 5/6/2621; Building'Permit�# ta4`4492 Compliance:Pathway Pei&idiahee Test Completed by, ib trist6ph'ei,S lvia° RESNET Rate ID;# 41'SQk294 ` .aa .,,' ., Homgtnergy'Solutio_hs, NATE iL).# rl`$!'EasfMaiwStreei ICC=ID4 HntirigtbnNY-111743 `BSI'# Voluaale.>Caiculatioa C eck`if Fliyhi:<< , pea ®le conditioned Ba"lament Basement' 1'59,1' 1`4319 El,Conditioned Crawl Space 1st ` 1$0`1 16204 2 , [].'.Sz ea_led,,,A..tic nd 1227 7 hecoitoedfoorarea,ofwell'ing,is calcdlated,in , 4's i 3`d 0 accordancenuvith ANSLZ765,6ii ept that'�coridrtion"ed,'floor E Attic 0 read eludes ar`eas�where``ttie eeiliyng-height is fess than 5 4 T®tal,,V luiae 41571 ft - Clalvl@502,paa 2®75 Air.,changes/hr@50 p 2.9�� CodeC® pinance: a r° n i m e o t wax^ rid i P ,,..1, a,arc'.:°¢1Gr Y,1A• r✓,rs ..ra tr " `.` t' �La�t>i>tes d' P s: :..Ca�n >i � 1�n,TV,es �®U1_ 't;L�� ��� . mSystem'1 o.�$?athin C®niliiti®a Alpaca`r F Duct Locatidil,"C,baditioned-Spaee Floor `Area i Leakage qFF '@ 25 C1 WOO, fe CFA;N/A elmde�c,Ommplial6cec r ieiYapt;' Duct-Location.Attica Floor.Area41127. Leakage CFM;' 150 4S, `. ;,, CFM/100,`A21CFA rc3:91, Code,CoMpHaRCe Ess, I I System-3; @ 4g„'e12' RhY” «m -rcJltN.+o„ d%e�'t -Jam"-nt 'budLocation ` loor',Aiea' ` i Leakage ` CFM;@25pa CFM%160--ft2 CFA ' Cade Compliaaiee: rc .w All`b'uildingpenveio,pd'tiglitine`ss.`testing''hasbeenwerifie'd'u'sing'instruments'an;d'procedur`esspedfied'In;AS„TMs°E 827tas-required°by i 2018"IECCas`atnended4','the°2, O:N6W',Yor'k°State'Sup'piement,°section=402;4.1.2:The''buildirig`, uct'and.plenurn systdm has•been verified`as required, thea1018,1ECC a`s;6meri 'ed'4V 2020Aew York'State`Su`pplement,Section 4033:4: l `Pignatarea �,n` ' m''M � Date: 5/6/2021 . Ch istoP6a 111 HAA ®> e; ap;igy Solutions HCAWE L N E ISG Y Load Short Form Job: 550 Fleetwood Road-G... L1:1 tr r 10 N5 Date: 5/6/2021 Entire House By: Gerson Rubio Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@grnatl cornWeb home-energysolutions com For: 550 Fleetwood Road-Garage, Cutchog'ue, NY 11935 Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 50 80 Construction quality Tight Design TD(°F) 38 4 Fireplaces 0 Daily range - M Inside humidity(%) 30 60 Moisture difference(gr/Ib) 8 2 HEATING EQUIPMENT COOLING EQUIPMENT Make Fujitsu Make Fujitsu Trade FUJITSU Trade FUJITSU Model AOU24RLXFZH Cond AOU24RLXFZH AHRI ref 8033586 Coil AHRI ref 8033586 Efficiency 10.3 HSPF Efficiency 13.3 EER,20 SEER Heating input Sensible cooling 15400 Btuh Heating output 25000 Btuh @47°F Latent cooling 6600 Btuh Temperature rise 31 OF Total cooling 22000 Btuh Actual air flow 733 cfm Actual air flow 733 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.94 Capacity balance point= 18 OF ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ftp) (Btuh) (Btuh) (cfm) (cfm) HALF BATH 63 2307 520 76 35 GARAGE 753 13896 3985 455 266 BONUS RM 571 6176 6462 202 432 Entire House 1388 22378 10968 733 733 Other equip loads 0 0 Equip.@ 1.00 RSM 10968 Latent cooling 751 TOTALS i 1388 i 22378 i 11718 i 733 I 733 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-May-06 14 2155 � , , Right-Sude®Urnversal 2021 21 0 03 RSU25299 Page 1 ood Road\550 Fleetwood Road ManJSD-Garage rup Calc=MJ8 House Front faces N x0 n4 E ENERGY Manual S Compliance Report Job: 550 Fleetwood Road-GE. ... 1-1-LU T ION s Date: 5/6/2021 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad corn Web-home-energysoluuons.com Projed,Information For: 550 Fleetwood Road-Garage, Cutchogue, NY 11935 Cooling • • Design Conditions Outdoor design DB: 84.0°F Sensible gain: 10968 Btuh Entering coil DB: 81.4°F Outdoor design WB: 71.2°F Latent gain: 751 Btuh Entering coil WB: 70.0°F Indoor design DB: 80.0°F Total gain: 11718 Btuh Indoor RH: 60% Estimated airflow: 733 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Fujitsu Model: AOU24RLXFZH Actual airflow: 733 cfm Sensible capacity: 15400 Btuh 140%of load Latent capacity: 6600 Btuh 879%of load Total capacity: 22000 Btuh 188%of load SHR: 70% eating • • Design Conditions Outdoor design DB: 12.2oF Heat loss: 22378 Btuh Entering coil DB: 49.VF Indoor design DB: 50.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Fujitsu Model: AOU24RLXFZH Actual airflow: 733 cfm Output capacity: 25000 Btuh 112%of load Capacity balance: 18 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F W rights0t v 2021-May-06 14 21:55 •mmxae rtzwu«w, o-x Right-Swte®Universal 2021 21 0.03 RSU25299 Page 1 ood Road1550 Fleetwood Road ManJSD-Garage rup Calc=MJ8 House Front faces N HCM E E N E Rte'Y Load Short Form Job: 550 Fleetwood Road S O L Lr T 10 N S Date: 5/6/2021 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolubons corn 'Proje6t hiforma • For: 550 Fleetwood Road, Cutchogue, NY 11935 Vesigh InfQrla Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 52 Moisture difference(gr/Ib) 34 27 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 °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) AHU1 1597 31258 17952 1000 1000 AHU2 1229 25826 13781 800 800 Entire House 2827 57083 31734 1800 1800 Other equip loads 14046 1975 Equip. @ 1.00 RSM 33709 Latent cooling 6940 TOTALS i 2827 i 71129 i 40649 I 1800 i 1800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr i- I}1 aft- 2021-May-06 13 57 59 Right-Suite®Universal 2021 21 0.03 RSU25299 Page 1 .50 Fleetwood Road\550 Fleetwood Road ManJSD rup Calc=MJ8 House Front faces N HOME ENERGY Load Short Form Job: 550 Fleetwood Road Date: 5/6/2021 AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email:gdlamay3@gmail.com Web-home-energysolutions com For: 550 Fleetwood Road, Cutchogue, NY 11935 Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 53 Moisture difference(gr/Ib) 34 26 HEATING EQUIPMENT COOLING EQUIPMENT Make Burnham Make Rheem Trade H2O COIL Trade RHEEM Model ES24+H20-2-1224 Coil at 180F Cond RA1630AJl NA AHRI ref 2101367 Coil RH1V3617STANJA AHRI ref 7941345 Efficiency 85 AFUE Efficiency 13.0 EER, 16 SEER Heating input 105000 Btuh Sensible cooling 20300 Btuh Heating output 49600 Btuh Latent cooling '8700 Btuh Temperature rise 45 °F Total cooling 29000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) HALF BATH 29 0 0 0 0 HALL 39 0 0 0 0 MASTER BATH 105 2393 788 77 44 MASTER BEDROOM 252 4738 1778 152 99 MASTER WIC 79 0 0 0 0 MUD ROOM 116 3564 2278 114 127 OPEN AREA 978 20563 13109 658 730 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-May-06 13 57 59 �q Right-Suite®Universal 202121003RSU25299 Page 50 Fleetwood Road\550 Fleetwood Road ManJSD rup Calc=MJ8 House Front faces N AHU1 1597 31258 17952 1000 1000 Other equip loads 7023 988 Equip. @ 1.00 RSM 18940 Latent cooling 6223 TOTALS 1 1597 1 38281 1 25163 1 1000 1 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-May-06 13 57.59 Right-Suite@ Universal 2021 21 0 03 RSU25299 Page 3 50 Fleetwood Road\550 Fleetwood Road ManJSD rup Calc=MJ8 House Front faces N H@M L E N E RG Y, 1.•1 Oad Short Form Job: 550 Fleetwood Road S_12 L—LIT I ONS �1 Date: 5/6/2021 AHU2 By: Gerson'Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad com Web.home-energysoluhons.com • ect, • rnati• For: 550 Fleetwood Road,Cutchogue, NY 11935 Pesign Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Burnham Make Rheem Trade H2O COIL Trade RHEEM Model ES24+ H20-2-1224 Coil at 180F Cond RA1624AJl NA AHRI ref 2101367 Coil RH1V2417STANJA AHRI ref 7940892 Efficiency 85 AFUE Efficiency 13.0 EER, 16 SEER Heating input 105000 Btuh Sensible cooling 16800 Btuh Heating output 43900 Btuh Latent cooling 7200 Btuh Temperature rise 50 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) BATH 2 75 1141 725 35 42 BATH 3 81 2407 863 75 50 BEDROOM 2 214 5157 2548 160 148 BEDROOM 3 239 4872 1805 151 105 BEDROOM 4 184 5147 3847 159 223 LOFT 390 5516 3644 171 212 WIC 4 47 1586 351 49 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wI igh a 2021-May-06 13 57 59 sem. —W,» „., Right-Suite®Universal 2021 21.0 03 RSU25299 Page 50 Fleetwood Road1550 Fleetwood Road ManJSD rup Calc=MJ8 House Front faces N AHU2 1229 25826 13781 800 800 Other equip loads 7023 988 Equip. @ 1.00 RSM 14769 Latent cooling 4492 TOTALS I 1229 I 32849 I 19261 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrIghtsafto 2021-May-06 13 57.59 sem. � Right-Suite®Universal 2021 21 0 03 RSU25299 Page 5 50 Fleetwood Road\550 Fleetwood Road ManJSD.rup Calc=MJ8 House Front faces. N 11i ENEIWY Manual S Compliance Report Job: 550 Fleetwood Road -1Ut Q N S Date: 5/6/2021 AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolutions com For: 550 Fleetwood Road, Cutchogue, NY 11935 OEM Design Conditions Outdoor design DB: 84.0°F Sensible gain. 18940 Btuh Entering coil DB: 76.2°F Outdoor design WB. 71.2°F Latent gain: 6223 Btuh Entering coil WB: 64.7°F Indoor design DB. 75.0°F Total gain: 25163 Btuh Indoor RH: 53% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RAI 630AJ1NA+RH1V3617STANJA Actual airflow: 1000 cfm Sensible capacity: 22200 Btuh 117%of load Latent capacity. 6600 Btuh 106%of load Total capacity: 28800 Btuh 114%of load SHR: 77% • • e Design Conditions Outdoor design DB: 8.0°F Heat loss: 38281 Btuh Entering coil DB: 63.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boder Manufacturer: Burnham Model: ES24+ H20-2-1224 Coil at 180F Actual airflow: 1000 cfm Output capacity: 49600 Btuh 130%of load Meets all requirements of ACCA Manual S. Wrig 2021-May-06 13 57 59 ea Right-Si Universal 2021 21 0 03 RSU25299 Page 1 50 Fleetwood Road1550 Fleetwood Road ManJSD rup Calc=MJ8 House Front faces N 11 t-- N E kG)( Manual S Compliance Report Job: 550 Fleetwood Road I Date: 5/6/2021 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolutions corn ® • ® • For: 550 Fleetwood Road, Cutchogue, NY 11935 o e o • o Design Conditions Outdoor design DB: 84.0°F Sensible gain: 14769 Btuh Entering coil DB: 78.0°F Outdoor design WB: 71.2°F Latent gain 4492 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0°F Total gain. 19261 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model- RA1624AJ1NA+RH1V2417STANJA Actual airflow: 800 cfm Sensible capacity: 19200 Btuh 130%of load Latent capacity: 5200 Btuh 116/0 of load Total capacity: 24400 Btuh 127%of load SHR: 79% 11 ,1111 1 KIM 111H Em o • • Design Conditions Outdoor design DB: 8.0°F Heat loss: 32849 Btuh Entering coil DB: 61.6F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer. Burnham Model: ES24+H20-2-1224 Coil at 180F Actual airflow: 800 cfm Output capacity: 43900 Btuh 134%of load Meets all requirements of ACCA Manual S. r 2021-May-06 13 57 59 mrewnQx 4u*wAs RightSuiti U niversal 2021 21 0 03 RSU25299 Page 2 AM50 Fleetwood Road\550 Fleetwood Road Mal rup Calc=MJ8 House Front faces N I-10ME ENERGY Duct System Summary Job: 550 Fleetwood Road Date: 5/6/2021 AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web:home-energysolutions com For: 550 Fleetwood Road,Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.34 in H2O 0.34 In H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.295/0.065 in H2O 0.295/0.065 in H2O Lowest friction rate 0.095 in/100ft 0.095 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length(TEL) 379 ft MEN Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) IIcfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk MASTER BATH h 2393 77 44 0.103 5.0 Ox 0 VIFx 36.8 250.0 st5A MASTER BEDROOM h 4738 152 99 0.096 8.0 Ox 0 VIFx 47.3 260.0 st5A MUD ROOM c '2278 114 127 0.095 7.0 Ox 0 VIFx 45.3 265.0 st5A OPEN AREA c 2185 110 122 0.109 7.0 Ox 0 VIFx 39.3 230.0 st4 OPEN AREA-A c 2185 110 122 0.109 7.0 Ox 0 VIFx 29.3 240.0 st4 OPEN AREA-B c 2185 110 122 0.103 7.0 Ox 0 VIFx 30.0 255.0 st4A OPEN AREA-C c 2185 110 122 0.111 7.0 Ox 0 VIFx 35.3 230.0 st5 OPEN AREA-D c 2185 110 122 0.097 7.0 Ox 0 VIFx 37.3 265.0 st4A OPEN AREA-E c 2185 110 122 0.109 7.0 Ox 0 VIFx 30.0 240.0 st5 31111111 ''ll Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4A Peak AVF 219 243 0.097 548 82 8 x 8 ShtMetl st4 st4 Peak AVF 439 487 0.097 730 10.6 8 x 12 ShtMetl st1 sty Peak AVF 561 513 0.095 722 11.2 8 x 14 ShtMetl st1 st5A Peak AVF 342 270 0.095 616 9.3 8 x 10 ShtMetl st5 st1 Peak AVF 1000 1000 0.095 818 13.9 8 x 22 ShtMetl wrlghtsafV 2021-May-06 13 57.59 Right-Suile®Universal 2021 21 0 03 RSU25299 Page 1 50 Fleetwood Road\550 Fleetwood Road ManJSD rup Calc=MJ8 House Front faces N • 1 1:11 ma Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb5 Ox 0 1000 1000 68.8 0.095 566 18.0 Ox 0 V]Fx WrIgh 2021-May-06 13 57 59 ' _zp r Right-Suite®Universal 202121003RSU25299 Page 50 Fleetwood Road1550 Fleetwood Road ManJSD rup Calc=MJ8 House Front faces N H@�,tt ENERGY Duct System Summary Job: 550 Fleetwood Road ss L t IT 10 N S Date: 5/6/2021 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad com Web home-energysolutions com • • For: 550 Fleetwood Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 In H2O Pressure losses 0.29 in H2O 0.29 In H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.309/0.101 in H2O 0.309/0.101 In H2O Lowest friction rate 0.145 in/100ft 0.145 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 283 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 2 c 725 35 42 0.161 5.0 Ox 0 VIFx 16.8 175.0 st3A BATH 3 h 2407 75 50 0.194 5.0 Ox 0 VIFx 14.3 145.0 st2 BEDROOM 2 h 5157 160 148 0.145 8.0 Ox 0 VIFx 23.8 190.0 st3A BEDROOM 3 h 4872 151 105 0.179 7.0 Ox 0 VIFx 18.3 1550 st2 BEDROOM 4 c 1923 80 112 0.169 7.0 Ox 0 VIFx 17.8 165.0 st3A BEDROOM 4-A c 1923 80 112 0.193 7.0 Ox 0 VIFx 15.3 145.0 st3 LOFT c 1822 85 106 0.164 6.0 Ox 0 VIFx 233 165.0 st2 LOFT-A c 1822 85 106 0.176 6.0 Ox 0 VIFx 20.8 155.0 st3 WIC 4 h 1586 49 20 0.178 5.0 Ox 0 VIFx 18.8 155.0 st3A Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (In) Material Trunk st3A Peak AVF 324 322 0.145 733 9.0 0 x 0 ShtMetl st3 st2 Peak AVF 311 261 0.164 704 9.0 0 x 0 ShtMetl st3 Peak AVF 489 539 0 145 687 12.0 0 x 0 ShtMetl A. Wri 2021-May-06 13 57 59 Right Sude®Universal 2021 21 0 03 RSU25299 Page 3 AM .50 Fleetwood Road\550 Fleetwood Road ManJSD.rup Calc=MJ8 House Front faces. N ® s e Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb7 0x0 800 800 69.5 0.145 573 16.0 Ox 0 VIFx 2021-May-06 13 57 59 Right-Suite®Universal 2021 21.0.03 RSU25299 Page .50 Fleetwood Road1550 Fleetwood Road ManJSD.rup Calc=MJ6 House Front faces N Basement 5" 8" 7" X O 7n 7n co BASEMENT 22x8 7" Co N 7" x 00 7n 7" Job#: 550 Fleetwood Road Home Energy Solutions Scale: 1 : 82 Performed by Gerson Rubio for: Page 1 187 E Main St Rlght-Suite@ Universal 2021 550 Fleetwood Road Huntington,NY 11743 Cutchogue,NY 11935 21.0.03 RSU25299 Phone 631-673-0664 2021-May-06 13.58.21 home-energysolutions com gdlamay3@gmail corn ...ad\550 Fleetwood Road ManJSD.ru 1st Floor ® 77 cfm MASTER BATF 152 cfm MUD RO]127!fm MASTER BEDROOM MASTER WIC HALL 122 cfm HALFBAT 122 cfm 1000 7 OPEN AREA 122 cfm 122 cfm 122 cfm 122 cfm CIE Job#: 550 Fleetwood Road Home Energy Solutions Scale: 1 • 82 Performed by Gerson Rubio for: Page 2 187 E Main St Right-Suite@ Universal 2021 550 Fleetwood Road Huntington,NY 11743 21 0.03 RSU25299 Cutchogue,NY 11935 Phone 631-673-0664 2021-May-06 13.58.21 home-energysolutions.com gdlamay3@gmail.com ...ad\550 Fleetwood Road ManJSD.rul 2nd Floor WIC 4 49 cfm BEDROOM.e BATH 2 5 H 42 cfm 7 112 cfm 160 cfm 5 8 9.1 BEDROOM 4 7 112 cfm LOFT 12 106 cfm 6 800 cfm 16" 106 cfm 6 91, 151 cfm 7 75 cfm 5 BATH 3 BEDROOM 3 —fl-- ATTIC Job#: 550 Fleetwood Road Home Energy Solutions Scale- 1 • 82 Performed by Gerson Rubio for: Page 3 187 E Main St Right-Suite@ Universal 2021 550 Fleetwood Road Huntington,NY 11743 Cutchogue,NY 11935 21.0.03 RSU25299 Phone:631-673-0664 2021-May-06 13.58.21 home-energysolutions corn gdlamay3@gmail.com ...ad1550 Fleetwood Road ManJSD ru • 0- A- - CHI E �� q3 MARK SCHWARTZ &_ASSOCIATES _ __ 28 03 Main Road PC)Buy 933•C wchoquc. NN 11993 i II 631 714.4183rnkatc hitcri.i om OV C D June 25,2020 JUL 2 4 2020 BUILDING DEF r. Southold Town Building Department TO bV 'T—THOLD 54375 Main Road Southold,New York 11971 Re: LoGrande property 550 Fleetwood Road Cutchogue,New York To whom it may concern, I have been on site during the construction process to review the framing for the house and garage. To the best of my knowledge,the framing and strapping have been completed as per permit plan requirements and meet or exceed Southold Town and New York State Code. Please call this office with any questions you may have. Sincerely, s�6 `�_�• 4 .i Mark Schwartz Ni .UA STORM SHUTTER PLAN 550 FLEETWOOD ROAD #WINDOW OCTAGON WINDOWS 1 TW24510-2 2'-6" x 6'-2 7/8" 32" x 76 7/8" 2 2'-6" x 6'-2 7/8" 32" x 76 7/8" 3 TW24510-2 2'-6" x 6'-2 7/8" 32" x 76 7/8" 4 2'-6" x 6'-2 7/8" 32" x 76 7/8" 5 TW24510-2 2'-6" x 6'-2 7/8" 32" x 76 7/8" 6 2'-6" x 6'-2 7/8" 32" x 76 7/8" 7 TW24510-2 2'-6" x 6'-2 7/8" 32" x 76 7/8" 8 2'-6" x 6'-2 7/8" '32" x 76 7/8" 9 TW24510-2 2'-6" x 6'-2 7/8" 32" x 76 7/8" 10 2'-6" x 6'-2 7/8" 32" x 76 7/8" 11 TW24510-2 2'-6" x 6'-2 7/8" 32" x 76 7/8" 12 2'-6" x 6'-2 7/8" 32" x 76 7/8" " DINING ROOM �� I 13 TW34510-2 3'-7" x 6'-2 7/8" 45" x 76 7/8" 14 3'-7" x 6'-2 7/8" 45" x 76 7/8" 15 TW3862-3, 4'x 6'-6 7/8" 48" x 80 7/8" 16 4'x 6'-6 7/8" 48" x 80 7/8" 17 4' x 6'-6 7/8" 48" x 80 7/8" ^ LIVING ROOM 18 TW3862-3 4'x 6'-6 7/8" 48" x 80 7/8" 19 4'x 6'-6 7/8" 48" x 80 7/8" 20 4'x 6'-6 7/8" 48" x 80 7/8" ^ `sIVISTR-BEDROOM_ 1 21 TW3862-3 4'x 6'-6 7/8" 48" x 80 7/8" 22 4' x 6'-6 7/8" 48" x 80 7/8" 23 4'x 6'-6 7/8" 48" x 80 7/8" 24 TW3062 3'-41/2" x 6'-6 7/8" 42 1/2" x 80 7/8" �� � - MSIR•Bi4THROOM �. - -.-.-_--�.-_ 25 TW2446 2'-81/8" x 4'-10 7/8" 341/8" x 60 7/8" 26 AXW281 2'-9 1/2" x 3-115/16" 35 1/2" x 39 15/16" _ MUDROOM 27 TW3046 V-3 5/8" x 4'-10 7/8" 415/8" x 60 7/8" _ —6ACK DOOR. 28 TW2642 2'-9 5/8" x 4'-6 7/8" 33 5/8" x 54 7/8" 7� 29 TW2442-2 2'-7 5/8" x 4'-6 7/8 315/8" x 54 7/8" 30 _ 2'-7 5/8" x 4'-6 7/8 315/8".x 54 7/8" KITCHEN EITHER'SIDE OVSTOVE �- � 31 TW2642 2'-9 5/8" x 4'-6 7/8" 33 5/8" x 54 7/8" 32 TW2642 '2'-9 S/8" x4, '-6 7/8" 315/8" x 54 7/8" DINING<ROQ,M' 33 TW2642-2 5'-5 3/8" x 4'-6 7/8" 65 3/8" x 54 7/8" 34 _ SECOND FLOORS BR 35'- TW3046 3'-3 5/8"x 4'- 10 7/8" 39 5/8"-x 58.7/8" �BR2a 36• TW3046-2 3'-3.5/8" x 4'-10 7/8" 39.5/8" x 58 7/8" 3739:3'-3 5/8" x,4'- 10 7/8" 5/8" x 58 7/8" 38 TW3046 3'-3 5/8"'x 4'- 10 7/8" 39 5/8" x 58 7/8 39 AW31 3'-1 15/16" x 2'-6 3/8" 39'15/16" x 32 3/8" 40 TW3046-2 3'-3 5/8" x 4'- 10 7/8" 39 5/8" x•58 7/8" 41 3'-3 5/8".x 4'--10 7/8" 39 5/8" x 58 7/8" 42 A251-2, 4'-10 7/8" x 2'—"21/8" '60 7/8" x 28,1/8" 43 °, OVER;STAIRS 44 TW3010 3'-115/16" x 2'-,6 3/8" 3915/16"-x 32 3/8" : BATH 45 TW3010 31—3 5/8" x 4'-2 7/8" 39 5/8"'x 50 7/8" =SKYLIGHT RM;•- 46 TW2636 2'-9 5/8" x 3'-10 7/8" 35 5/8" x,48 7/8" GARAGE SECOND FLOOR StWTTF-R PI..AN 7Y3J LK" arv:wvw�.�rw r�..��+�•.._. �r�r�•.+.a.7►w���a ._. �� � �1 w1RVT •i`S� _ �1/wA!1+••L'J w���• �.- � �r'f-y+r.wnifi►WWY Yui r���.l7ii1��T���1� �1�R�1i fl•'A..�Y=swr��..M1»i �yJ��1�.� .�. �'�1�:1!,�T'�l��lt �/1 I�w�7ij��. •iwwlwr wAFr�ar~w:rte , xun«rar Aw�a +i.. .+�~.�ww+�►hwR +ry r.r.,r.....�.•..�rte• • �.��'.��_ •�a. ..r.�rwr.-.�w.'.mow�..�.w...r. .+�w�sw�w�w�r w`. •-��.��•.��- .moi..yf."M Q 2 / 1t� .rs ^.w.r.�•�...�....�..-.r+..,.,� �ntw �rr�a � � t .......r _ .., }�r'r ate+ fi ep a: r z r z gti� STORM SMATTER PLAN S50 FLEETWOOD ROAD PLYWOM SHIST Nuhutit wmd�ow GASIAKNT WIND09lI[3 1 1 AxW.Ai f i 2 AXW281 2 4 Ak1N 38 i S AXW231 Ems?s tooR QST SMI a 7 TW24SI&2 S 4 TwI4510.1 S LO 6 21 IrWAS 11>4 7 N A 1S TW24510-2 d 15 9 17 TW2010-2 8 38 DIN Idoom 10 i.9 TW341(�? 10 20 11 21 S1IV, 421 M 13 22 31 21 . L]LlNG fid 18 24 T14'IM2. is t� 1i 16 MTR BfO.ROM 37 27 TWAK2.3 u 28 1� 29 20 so TW3062 MM MTH r� 21 lJ 1W24* 22 32 AXW281 b .. L a p. '2: 30" &ACK 3 24 3A i W I(A KITCHEN SINK 7S 36 37 TW264) 26 33 T'WI641 � 27 39 TW2642.2 40 SfMD FLOO 28 41 TVY3046 29 42 TWAAW 30 43 1 44 TW3046 32 45 AW 1 i 33 46 Tl!'a°3046-2 m 47 35 #5 A1S1a2 35 49 OVER 3 36 so 1 olo 37 55 TW 3010 9=4"I 38 52 Tw2bj6 II M8 �? N&WROO 39 55 1WM( $=NQ FLOOR GA &L WINDOWS 19 58 TW 206 410 55 T'r'1r2$36 40 56 TW2436 41 557 TW2956 41 so TW28:1 42 59 TW 42 60 Tw2ai6 61 61 TW28 43 62 TW2 63 TW28316 64 TW2836 WINDOW SHUTTER PLAN BASEMENT WINDOWS SEE WREADSHEET 4i r; r f.i r •. r �_ _.._..a_.. "- 'wu al�M # rsi r.fe..�w•s-s. ir --of. .w-�e�.�a.rl�f�f 1•s �.ma a� #llRi�f�i n f ST FLOOR SHUTTER PLAN SEE SPREADSHEET �,.,�• AJEL- 30 y F y .3. .+Q.b:,:,. Tia.:+,s-.•awt �1' � ,. 14 • ra i 11 rs r t ' Y = s ' • + � a� low 17 a r m fr r �r� a I 111 I =�!!`1d1 • au•.!(�ii■ I� K IIWI/ r.w�r �s�rw�w � I�X� ��p ppp�/•y}g�p 7y }�r 1 I4 .i� e ,, 1�W aW�w�4.w:�wia�aw�o�'•vx rtc,ai. M+Ir#rly�c�M ii�i� r4M • i +�,a���i► Ya � � mMPLAP ,nt SwerdADOMET � � e �=2 Slwu Fun" MAUM now BM dam g • *- 4 „c.r •.i�.1 iF+'ra i�'t•Y.i�4'YI�. C�tlEAii�ti l l �,t�OJt �Frc'YT t PIAN a � 1 i r --ate- } .jim •rte.f.+",—7'�"'Z 1 e y^.l r.__ _. n - _•� � _.._..�.—a,ra�. — .. sem.- ,..�. — _.__ .a<as-moo. .fin..—._•titiFt�_��aril�'� -�-.��� { r • a. c R �.. MIA 'Ft RAW ;aal .R ry <t g 1, 14 t i F pw F . Y • 4. Al f '� 1 � r 4e LER S 4 a 6 p �,f P Ap 1 : { ol 1 1� 4 -- �7A'Ike • � + •`,'- {� t �'• 1 t T mss' •- �'� i a , 5 w ems„ � ''' � ;f: - a .• f Y' F t s T T I� e . a < Y F. � s� � Rio• yi= •r r f , w . u s� r a 4 � r r. i . �. � - � 1 i r�r•l � �f I tai,. -e 7 Fc t 14 Ike 4t s Vr i. It ! a � it .4d �• Sir a ��'�' - � '1 . `�. ,I � - y6. t 14 jr d q 8 ' �..■.: a a a � i • � �� may. Y , YY �� } Y � Ar r • Y rT • p _ + Y I� a - r e r Sf7 - X r " r •r s i, + 4 • � r s tiry ay. Ion _ e IUF i iwo yb � IX Ike - i r Y1 ., el r i 1 S: A T+ � • f AWN AM L 9 J ♦t _ JI" r s 't l' r . A _ i •A � �� ��_ ail V' TYPIC 3R EOtCL+ SURE iIhrcis pgmll 257 ,. Focus R xjlt4D: :_ �pwyiitlwiw I��F�rs+RNi�I f M I:a COMMENTS / � 10 ROUGH FRAMING & rte _ PLUMBING � > rNSULATION PER N.Y. STATE ENERGY COD if _I►�:li: ' ' ' ����iu�•�� ti�u�� ' ori• A.DDITIONAL . � �I • 0 WWI mili 0 MR VA t2val 7-11M 0.9t Maliv-AW-FIR-1 MIR WIMMA 40 1 �• , • 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 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20Single&Separate D [ECRU� v Truss Identification Form Storm-Water Assessment Form JUN 2 1 2010 ontact: Approved ,20 Mail to:ezcw,441 At,L'/yiq Ul Disapproved a/c $ � O [,DING Pd Bax/oq7, 1' ell#dW VY//q7/ OF SOS Phone: 5-16 6y8 6947 Expiration 2 -' "i - Buildin Spector L_•` i i Y.l '`` 6 201 -iPPLICATION FOR BUILDING PE a,o$ 41 Date 61/ 20� ��r � 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder -04&ZA/?::: Name of owner of premises WCr O,6:r je CO eeW: /V, l d&A7.4 a&— . (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. /> Plumbers License No. 72W Electricians License No. 72W Other Trade's License No. 1. Location of land,on which,proposed work will be done: a House Number Street Hamlet County Tax Map No. 1000 Section / �j -Block Lot 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 RAEV-P�iV71 J`w G1.F 6W&jV b. Intended use and occupancy ��125VD74& ,-YA1 46 A"I 6 y 3. Nature of work (check which applicable): New Building >5� Addition Alteration Repair Removal Demolition Other Work Alv6o (Description) 4. Estimated Cost ,�-� Fee ; % " .�;(To beid on filing this application) 5. If dwelling, number of dwelling units VW,Lt / a Nhmber of dwelling unit's,on each floor OA5 l If garage, number of cars 7dZE5�3) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. W/4 7. Dimensions of existing structures, if any: Front Rear.' 37T 37Fr ;Depth 2 d fl Height Number of Stories /) Dimensions of same structure with alterations or additions: Front 7v Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Gl,,ems . _Rear Depth 9005 -. Height 3,�� Number of Stories' a 9. Size of lot: Front 23I r'rS' Rear 700. 16 Depth D '(S) 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �— D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES—NO 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES X NO ,OW9VA4e f'crx 6'06444ar 23/310voleook rz. 14. Names of Owner of premises Address jc6j t&P hone No. Name of Architect Aa.� Address P°��x ��� Phone No ( j ??4" ZZI U Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOL'D TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the_ .4&,rA1Z—� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and bqK�& �habti ffA,k will be performed in the manner set forth in the application filed therewith. NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Sworn to before me this QUALIFIED IN SUFFOLK COUNTY 5fi day of 20 I1b COMMISSION EXPIRES JUNE 30,290 Notary Publio Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING,DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 6, 2018 TO: Michael Kimack(LoGrande) PO Box 1047 Southold,NY 11971 Please take notice that your application dated June 21, 2018 For permit to demolish an existing single family dwelling and accessory barn and build a new single family dwelling and accessory garage at Location of property: 550 Fleetwood Road, Cutchogue, NY County Tax Map No. 1000—Section 137 Block 5 Lot l Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 20 881 square foot lot in the R-40 District is not permitted pursuant to pursuant to Section 280-15 which states that accessory buildings shall be located in the required rear yard. An existing accessorygarage will remain in the front yard following the new dwelling construction and the new accessorygaraage is partially located in the front yard. nze Sign ture Cc:File, ZBA BOARD MEMBERS Southold Town Hall ` Leshi Kanes Weisman,Chairperson ��F SDUTy 53095 Main Road-P.O.Box 1179 `a Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floo1, Robert Lehnert,Jr. �pQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento yCOU Southold,NY 11971 ( r r http://southoldtownny.gov ZONING BOARD OF APPEALS' RECEIVED a 3n �►n� TOWN OF SOUTHOLD __�_ ' DEC 2 6 2018 !-Tel.(631)765-1809-Fax(631)765-9064 - DEC 2 4// 201'/-- xy,��ngg=trn z,s. *�•`FI1NTl�YN; XIETING ELIBERATIONS AND DETERMINATION SO hold Town Clerk OF DECEMBER 20,2018 ZBA FILE:#7224 NAME OF APPLICANT: Michael and Colleen LoGrande PROPERTY LOCATION: 550 Fleetwood Road, Cutchogue,NY SCTM#1000-137-5-1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions; without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated August 24, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 20,881 square foot non-conforming lot located in a R-40 Zoning District. The northerly property which runs adjacent to Fleetwood Road and measures 129.20 feet (70.00 feet lies within a flood zone with 40.7 feet measuring southerly),the easterly property measures 200.10 feet, the southerly property measures 64.10 feet and the westerly property which runs adjacent to Hamilton Avenue measures 231.65 feet. Currently there is a single-family cottage which the applicant wishes to demolish along with another accessory barn building that will also be demolished. There is an existing one-story one car-garage located in the front yard adjacent to Hamilton Avenue which the applicant will keep and renovate as shown on the survey last amended April 24, 2018 by John T. Metzger, L.S. This property is located in the Fleets Neck community which has many small homes as it was a summer waterfront community. The subject property and other nearby properties occasionally flood and the Town has been assisting to remedy the flooding. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15 and the Building Inspector's July 6, 2018,Notice of Disapproval based on an application for a building permit to demolish and existing single- family dwelling and accessory barn and build a new single-family dwelling and accessory 3 car garage with a second story workshop with half bath, at; 1)existing accessory one car garage located in other that the code required rear yard; 2) proposed accessory garage partially located in other than the code required year yard; at 550 Fleetwood Road, Cutchogue,NY. SCTM#1000-137-5-1. RELIEF REQUESTED: The applicant requests variances to demolish an existing single-family dwelling and accessory barn and build a new single-family dwelling and-accessory garage at 550 Fleetwood 'Road, Cutchogue, Page 2, December 20, 2018 #7224;LoGrande SUM No. 1000-137-5-1 NY. SCTM#1000-137-5-1. The proposed construction on this non-conforming 20,881 square foot lot in the R-40 District is not permitted pursuant to Section 280-15, which states that accessory buildings shall be located in the required rear yard. An existing accessory one car garage will remain in the front yard, and the proposed accessory garage will be partially located in the front yard. The site plan drawing by Mark K. Schwartz, Architect shows a new two-story wood frame residence of 2,369.1 square feet with a detached 3 car garage with a second story with a workshop and a have bath measuring 1,747.5 square feet. The plan's site data indicates that the old septic system that will be abandoned and a new septic system installed. New leaders and gutters will be installed as well as drywells installed for both the new residence and the proposed three car garage. ADDITIONAL INFORMATION: At the Public Hearing held on December 6, 2018 several neighbors to the subject property gave testimony and several letters were received from residents asking the Board to consider the large scope of the project and objected to the large three-car, two story garage. They reasoned that the improvements would be too large and would dramatically change the character of the neighborhood. One neighbor ' expressed that the location of the garage would cause a problem of headlights shining into his home when cars pull into the garage. Additionally, the neighbors were concerned with too many trees being cut to accommodate the large home and the garage, which would lead to more flooding in the area, as evidenced by photographs that were submitted; a situation already occurring in the neighborhood. The existing one car garage has a pre-existing Certificate of Occupancy issued on November 3, 1995 to the previous owners. The applicant was asked to update the site plan, (pages S-1 & S-2), in order to correct information relating to front yard setback averaging. A site plan prepared by Mark Schwartz,Architect was revised on December 6,2018 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 6,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law U67-b(3)(b)(1). Grant of the variances will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area and community of Fleets Neck is comprised of mostly smaller homes and seasonal cottages. While the proposed home will be larger than most nearby homes the large size of the proposed three (3) car two story garage with a workshop and half bath along with the renovation of the existing one car garage on a small property exceeds what can practically be built on the lot. There is no evidence that there are multiple garages in nonconforming locations in the surrounding area. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The size of the garage could be scaled down and moved to a conforming location. The existing garage has room for one car. Moreover, the Board did not receive any information as to the intended use of the second floor workshop in the proposed three car garage. 3. Town Law $267-b(3)(b)(3). The variances granted herein is mathematically substantial, both representing 100% relief from the code for having a non-permitted front yard location. However, the existing one car garage already has a Certificate of Occupancy and will only undergo renovation to conform to the look of the new residence. Page 3, December 20, 2018 #7224, LoGrande SUM No. 1000-137-5-1 4. Town Law 4267-b(3)(b)(4). Evidence has been submitted to suggest that the requested variances in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The neighbors and residents of the area wrote letters and testified at the Public Hearing that they object to such a large project in their community and such a large project would be detrimental to the character of the community as a whole. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitation on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a two story accessory garage with a workshop and half bath while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried,to 1) GRANT the variance for the existing one car garage, and shown on the survey last amended by John T. Metzger, LS dated April 24, 2018 and the Site Plan drawn by Mark K. Schwartz,Architect dated December 6, 2018, and; 2) DENY the variance for the proposed two story, three (3) car garage with a workshop and half bath as shown on the survey last amended by John T. Metzger, LS dated April 24, 2018 and the Site Plan drawn by Mark K. Schwartz, Architect dated December 6, 2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The existing one car garage shall remain unconditioned space. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three Page 4, December 20, 2018 #72.24, LoGrande SUM No. 1000-137-5-1 (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Dantes(Vice Chair),Acampora,Planamento and Lehnert. This Resolution was duly adopted (4-0). (Chairperson Weisman absent) Eric L. Dantes Vice Chair Approved for filing t� / �` /2018 e Scoft A. Russell °sUFRI`r ST(0)JEkMWAT(E)R. SUPERVISOR � z 1\\4A.NAG1E1\\41EN1F SOU HOLD TOWN HALL-P.O.Box 1179 Town of Southold 53095 Main Road-SOUMOLD,NEW YORK 11971 0� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOI✓S THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK AM THAT APPLY) Yes No _ F10 A.*Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E10D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - on FIRM Map of any watercourse. El F: Installation of new or resurfaced impervious surfaces of 1,000 square jxjfeet.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 Informatlon, 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 witliyour Building Permit Application. S.C.T.M. *: 1000 Date APPLICANT: (Property Owner,Design Proressional-Agent.Contractor.Other) District J / NAME: �C 11 vik Section Block Lot FOR BUILDING D ARTMENT USE ONLY Contact Information ✓ rt���v.mc. Reviewed By: - - - - - - - - - - - - - - - - Date: Pro eft Addre-ss/Location of Constn)ction Work: Approved for processing Building Permit. — — — Stormwater Management Control Plan Not Required. ��� fry nr-y G193� Storm ater Management Control Plan is Required. 1 t (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 y CHAPTER 236 (property Owner,Design PtoEess[onal,Agent,Contractor,Other) �� —�— 0,0 ,r Stormwater Management Control Plan CHECK LIST NAME: /'/I WA& &ZAIW&K Section Bock Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. p'""p ' The applicant must provide a Complete Explanation and/or Reason for not providing ate: p � � PP P P P P g Ig al ie Telepnon< ame.,, O ' ®ISi' ofe all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST 1.E NO NA if You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage, c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) E3 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j, Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 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 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b, Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc,) d. Leaching Structures (e.g.Infiltration basins,swales,etc,) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & 1 ® 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 R SWCP Check List-TOS MAY 2014 BUILDING DEPARTMENT-Electrical inspector ,G- TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 s ska'r= Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 rogerr(cr southoldtownny qov seand(cr�southoldtownny qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required Date: Company Name: Steffi S C,-v,,o.12 ivy Name: License No.: ^� email: Address: l/C `�c�t�v�:co �1 ✓,vim �5 v � f��t�: �'� U 1� y1 5' Phone No.; � Z c� _ p JOB SITE INFORMATION (AII Information Required) Name: fiq ' C GCx��vt� Address: Cross Street: C Phone No.: 5 7/ 33q -306 ') B1dg.Permit#: yLIy q j email: ,�✓11 cC��:..,��t�.w� � • cot Tax Map District: 1000 Section: 13'� Block: Lot: i z BRIEF DESCRIPTION OF WORK (Please Print Clearly) Nem IaY�-� Circle All That Apply: Is job ready for inspection?: YES/ JO Rough In Final Do you need a Temp Certificate?: 6/ NO Issued On Temp Information: (All information required) Service Siz1 P 3 Ph Size: __2-c-")^ A #Meters�� Old Meter# New Service' Fire Reconnect-Flood Reconnect-Service Reconnected- Undergroun -Overhead #Underground Laterals 1 2 H Frame Pole ,, Work done on Service? Y N'-) Additional Information: � L4, ,t- � ,t 11 ��-, e", &\,-,s—Q PAYMENT DUE WITH APPLICATION Request for Inspection Form xis ` n OS��Fp/KC BUILDING DEPARTMENT- Electrical Inspector ;�30�' �Gy TOWN OF SOUTHOLD _ Town Hall Annex -'54375 Main Road - PO Box 1179 o • - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr�southoldtownny.gov sea nd(j�southold,townny.gov APPLICATION FOR-ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Name: ' License No.: email: Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: 77 S, 7 Phone No.. Bldg.Permit#: email: Tax Map District:--``-1000 Section: Black: Lot: BRIEF DESCRIPTIOWOF WORK (Please Print Clearly) ,Circle All That Apply: Is job ready for inspection?. YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp-Information: ;.(AII information required) - Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION - Request-for Inspection Form As PERMIT# Z - Address: Switches � ` '➢ 1' r'1 l l lk [W - - Outlets GFI's Surface Sconces H H's UC Lts Fans ._ Fridge _, ._.- HW Exhaust Oven Dryer Smokes 1 DW S rvice Carbon __ __ .___ .Micro _ _ _ _ _ r - -Generator ` Combo 1 ' `• ': ., ..R_.,. Cooktop :_..' . �. Transfer ; AC I '�, _ . -AH 1 Mini Special: 64(+ ON-Cl/ Comments - -) . V Town Hall Annex �� y Telephone(631)765-1802 54375 Main Roado= Fax(631)765-9502 P. O. Box 1179 ca Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOODCONSTRUCTIONAND/OR TIMBER CONSTRUCTION Date: Owner: I0 '����/� Location of Property: a F����Ov no Please to a notice that the (check app' ine): New commercial o residential ructure Addition to.existing ercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) N� Pre-engineered- construction PW 9 ( ) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and r of framing FR Signature: Name (person submitting this form): Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 r ks + '.-L��C✓.-' ��rJ-.�.Y .y,z�iik•�k l�1�3 �rv�• 1.`�r Y r ten WE;i 'r✓'a }r 7'14..'{x'1 xk '�`3•"+ c t tact,'}=£• " 'G# �r {�.y5 'd1cJ,`�P• N yya yam' i ,y Y�'rr SRh t .: • r ��.. .sc�, t ri= ,'' `FF•ry t`i .1 ?♦ Res. d�::. r yc t• ,i •t • V. +i• • • "y e i FRAMING, INCLUDING ti GIRDERS AND BEAMS a • ROOF A - - nationalgrid October 1, 2019 Michael F. LoGrande 2313 Nordok PI Alexandria, VA 22306 Email: mloarande@mac.com; cmce^rath123 ermail.com National Grid WO#T102244644—550 Fleetwood Rd, Cutchogue' To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on September 27, 2019. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to.this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored "811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of a gas cut-off does not relieve the excavator of making this"811" call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections 0 PSLL Lam: 9/19/2019 MICHAEL LOGRANDE Service To: 2313 NORDOK PL 550 FLEETWOOD RD ALEXANDRIA, VA 22306 CUTCHOGUE,NY 11935 Customer Project#:900000698089 Dear MICHAEL LOGRANDE: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin—Manager Building&Renovation Services PSEG-LI S��fOLK COUN?'j, �`4?'FR AUTHCR��� 4060 Sunrise Highway, Oakdale, New York 11769-0901 September 20, 2019 mlogrande@mac.com RE: 550 FLEETWOOD RD, CUTCHOGUE To Whom It May Concern: On September 10, 2019, our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, 41tj-4 Lisa Cetta New Construction Manager LC/db u _D� f OCTtJLI ' � Michael and Colleen LoGrande October 2,2019 2313 Nordok Place Alexandria,VA 22306 Southold Town Hall Annex Attn: Building Department PO Box 1179 Southold,NY 11971 Dear Sir/Ma'am: The purpose of this letter is to request a Demolition Permit for the demolition of our house and garage at 550 Fleetwood Road in Cutchogue. There are currently three structures on the property and only two of the structures will be removed. To ensure we identify the correct structures,I have enclosed a copy of the latest survey of the property. Enclosed are the disconnect letters from National Grid,PSE&G and the Suffolk County Water Authority confirming that all services have been physically disconnected from the property. Also enclosed is a check to cover the fee for the demolition permit. Once completed can you please send the approved permit and the amount charged to our address listed above. Respectfully, hael F. Lo ande &&UAU A , j Colleen M.LoGrande D SEP � 6 2021 September 13, 2021 BUUDING DEPT. TO-WN OF Solj"'io'LD Michael F. LoGrande 2313 Nordok Place Alexandria,VA 22306 Susan Pontino Town of Southold Building Department Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Susan, As we previously discussed, I have enclosed a check in the amount of$153.00 for the revised plans for our house at 550 Fleetwood Road, Cutchogue. I emailed you the link to the final/approved Board of Health Survey(Green Stamp). With these two remaining items complete,I believe we should have all the necessary documents for the final certificate of occupancy. Please let me know if there is anything I am missing. I appreciate your assistance, Respectfully, Michael F. Lo rande SURVEY OF PROPERTY ' at CUTCHOG UE TOWN OF SOUTHOL.D PUB pyy�L1v^CNJT v^G^''t 1 SUFFOLK COUNTY, X Y. I PUBLIC WATER 1 11 1000-137-05-1 & 2 SCALE. 1'=40' FLEETWOOD„�.I7 A. ROAD .o NOVEMBER 30, 2017 4 N96 37'SO�E ELa.I -25' Sbg25'SD�E EwE of rnvoo+r 12°I.�OurlLm rat FE5.��p ryry�� EL1EL4� STYE RSiGN ATE IN y '70.00'ZV1w- r 1 1ETER r E-. fu a4 5 Lor z1 raw-. 511 Ne 00 00 N-A LOT0I.` TEST HOLE DATA ° ` 1 Q McDONA10 GEOSCI£NCE ,� B � F _ 09/1J/20I7 1, c ik Z A � G` 1.E,= Ob fp. BROW SLTY.SAND SM Y y.�iq 11 5.2' e WATER W BROMN SILTY SAND SM Q' 1 WATER W BROW FINE SAND SP O• 17' —O NOTE. WATER ENCOUNTERED 5.2'BELOW SURFACE j us' --------------�--'/- a -/�•. 64.10' / rt 6 N8°f3f50"W LOT 19 DWELLINC7 / MOKLOAWT 1 PL6LIG WATER 1 ELEVATIONS ARE REFERE74r-M TO NAVO 66 FLOOD ZONE FROM FIRM 36103C0164H MAP EFFECTIVE DATE, SEPTF ADM 25, 10CM LOT NUM6E95 REFER TO W OF RAVATONE REALITY CORP.' / FILED IN THE SUFFOLK COUNTY CLEFW5 OFFICE ON DEC. 22, M30 AS FILE NO. 339. N.Y.S. LIC. NJ. 49618 ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATION OF PECONIC SURVEYORS, P.C. SECTION 71090E THE NEW YORK STATE EDUCATION LAW. EXCEPT AS rM 5ECTION 7209-5ueorvI51ON 2. ALL CERTIFICATIONS HEREON (631) 765-5020 FAX (631) 76.5-1797 ARE VALID FOR THI5 MAP AND COPIE5 THEREOF ONLY IF SAID MAP P.O. BOX 909 OR 00ME5 DEAR THE IWKE55ED SEAL OF THE 5LRVEYOR VMOSE AREA = 20,881 SO. FT. 516NATME APPEARS HEREON 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 17-100 VACANT DWELLING (PUBLIC WATER) 67.GO' W "j, 2CO I" w 'T ZONE AE EL 7 ZONE X p UBLICWA DWELLING (P -451, VACANT z, AS, rc\0?I V ;,,A\V DWELLING \A (PUBLIC WATER) nil DWELLING 22. PUBUCWATER) DWELLING (PUBLIC WATER) E-1 F A SCALE I'-20�V '"V,LXD BY ZBA E --j SITE PLAN INIAL R M V; E U DFCISION# _-_-_-_-------_---__-___---------------------- SITE DATA: SCTM#1000-137-5-142 DUCRWION ARM IOTCMIXAGE EXCAVATE FIW � I Mmm -- N VACANT t \ n \ 1 DWEWNG t (PUBLIC' WATER) j \\HAY BAY OR SILT FENCING v.nv ry uw / Ltr/ I \ _.—_----_---�� 511°22'50'E •••'°° 2001' « \ xme W.,aersw.ao.u moeNvice j .f ZONE AE •••' ij,` --a -"-� � - '\ C7 TESTO^LE�DATA / _ 'tL 7 ZONE'%'--«� -- _ E $ °i McOONALD GEOSCIFNCE Q /'�•• `) `.'� E \\ y g < '.� r->-- DWELLING ,7 �- —— _— (PUBLIC WATER) ETAE.0U. I STORM WATER MANAGEMENT DILS AI EaPzi `� y N.T.S. W VACANT i 17�Q?I m •"• o rci m C,° - O_ Ll C12 c �wN C i e 4.—W RIGHT OF WAYLIJ M j W 8 j �w .}I �•• .,a"°"' a j _�„/ O Pte \ m D .A `'PJeu DWELLING �- (PUBLIC WATER) f Z N32 \ DWELLING (PUBLIC WATER) I DWEWNG \ � k; (PUBLIC WATER) aI g Eli e I \\ SITE PLAN RESIDEN7IALVEHICLE IB'A'X7-6' •\ SCALE I"=20'44 rr-, � tic i P� nij�DEC-?R�`B t'�'1 2 x < VEHICLE TURNI G RADI AL MAP M VIEWED BY ZB ,,-�;•±- n 4Ff^ PER ARCHITECURAL GRAPHI •-,��Pr �'i r- TENTH EDITION AIA SEE DECISION :,i}��;5 DATEDI `P y ti lie �-I F'r_1r 'S;'�Str �`,� !-jn"-'L. r, b 3:'1�t�4'll>�I�; �'�:•I _ .�i- 10 gl — --------- --`-- .. FLEEIWODD ROAD I ___-T, � ----------------------- ------ ----- i uuu "" SITE SECTION =y s_1 i. i SURVEY OF PROPERTY ! a t CUTCHOGUE pWELLIN& VAGANT VACANT TOWN OF SOUTHOLD I PU6LIG WATER ► o I SUFFOLK COUNTY, N. Y, 1000-137-05-1 & 2 1 SCALE. ' FLEET W00 � NOVEMBER 30, 2017 D noel WAMM ROA APRIL 24, 2018 N8637'50"E IN sit I& t UTILITY 589' X50"E ESE � env�rr 129.20 UTILITY 19.2 FOL152 � STOGIUIOE FE.NGE FE L4'S. EL,4.t' 70. O MONUMENT F,OAO �E, o , 516N G 2tE ATER 5. �\ a !y. METER TEST HOLE DATA LOT 2l i— GY �� Y </ �TL>: �F N McDONALD GEOSCIENCE - ' 09/13/2017 / + s. 6.0' 0' 2 �RFMO m DECK R�O� 1 _ Q R/0 i g.9' PORCH BROWN SILTY SAND SM %�Q� �7 PORCH ;-T w ; 4 T6THOLE .2' O <�C ♦ ��� h9J, \5' -- sTR'� 0 J� b f ' �z use �i �i � �o oo __ + � Z t. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST 9� ���Ff CONCRETE BOTTOM AND 3'INCH WALLS WATER IN BROWN SILTY SAND SM yC1 O :Dw, ' .71 W N 2 AN S FEET IN DIAMETER BY 5 FEET HIGH APPROVED REINFORCED PRECAST CONCTERE SOLID RING. ;y2a 4.3� 1 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH WATER IN BROWN FlNE SAND SP ��o O �.- THICK SLAB TOP IN LAWN AREAS. �\�� 4.DROP TS MUST BE PINNED OR OTHERWISE FIRMLY �p �-Or . R O i E)<1 0 `� , ATTACHED. T sic R FMAIN �� ;!� � " \\ EXE O_ + 5.LIQUID DEPTH MUST BE 4 FEET Lp\ EL 'A `LP �• -\ G House zuir as or,*R SEPAL SYSM11 OETAL r /> ; `� F.F.EL 1¢o wIr"CIO= NTT W SAM& 1 9 f ! \\ '� f3LtJG. J END PLUG LOGWA CASTM NOTE.• WATER ENCOUNTERED a2' BELOW SURFACE z TO DE 720 ��"' "` 'O� ATO eRAOE F'- °v9 'J3.0 - REMOVED COVER To ciuoE T P!L ttAX cFrwr Y 70 ctEw �ONTK.ET z MAX TIF H G etc LWATE�'r TO BE (m '? ff El_ 7.0 202 � / I� e• Y 8• �u FFew�OF4fCi /' REMOVED 1N T DA 0.AL5 'E• 1tY &0' x•`-'n GPl41PR POi01 /i •� EM PPE OR L iftt P&L FOOT - �91 1/lr F F RTOED e' PITCH YQL DIA PRE #%�� �x i_ * ow vs Pm Eoor * � -I— uJ\ss zFDo PIPe oR PROPOSED SEP77C SYSTEM / O —� `9'• N -1 L T ® ,, NE 4 BEDROOM HOUSE O" 9 j MAP U 4 MN. `�C `J► EI 6.f _— 8'-D' DIAMETER , _ i—PRECAST 1250 GALLON SEP71C TANK �i A • rl�F I udF __ ____ _ _ __ _ _______ __ _ __________rataur�wae�_ I---------------------- 6-8' LEACHING POOLS 2' DEEP �' y@ 4.10" NWfEST IlEcolm®6ROUCWAMIto am - NTH 3' SAND COLLAR X MIN. ABOVE � a r,b N89'3150 W LOT 19 °Araw'LL Y"mc'a TO ee`9"""D. GROUND WATER ' Ir. pWELLINCz �/ ms 1.250 GALLON CYLINDRICAL SEPTIC TANK DETAIL ■ MONUMENT _- /� 4 I PUBLIC- WATER 1 �/ ELEVATIONS ARE REFERENCED TO NAVD 68 FLOOD ZONE FROM FIRM 36103G01641-1 ---MAP-EFFECTIVE-DAT@_5EPTEMBER 25, 2009 /•/ LOT NUMBERS REFER TO "MAP OF RAVATONE REALITY CORP." a FILED IN THE SUFFOLK COUNTY GLERK'S OFFICE ON DEG. 22 1930 AS FILE NO. 53cL u ANY ALTERATION OR ADDITION TO THI5 SURVEY 15 A VIOLATION OF S. LIC. NO. 49618 5EGTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PECONIC SURVEYORS, P.C. PER SECTION 7209-5UBD[VISION 2 ALL CERTIFICATIONS HEREON j (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR THIS MAP AND G4PIE5 THEREOF ONLY IF SAID MAP OR GOPIE5 BEAR THE IMME55W SEAL OF THE SURVEYOR WHOSE AREA = 20,B81 SQ. FT. P.O. BOX 909 SIGNATURE APPEARS HEREON. j 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 1 -1�� REVISIONS: \ SITE DATA: SCTM # 1000-137-5-142 ----------------`-------------------------------� DESCRIPTION: AREA: LOT COVERAGE: EXCAVATE: FILL- PROPERTY- I \ PROPERTY: 20.881 SQ Fr. 0.479 ACRES - EL 6.0 i ,\ EsnMATED AM OF 14000 SQ Fr. GROUND DISTURBANCE: BROWN SILTY SAND I ,\ EXISTING HOUSE: 751.4 SO.f7. TO REMOVE- 30 N.YD. 55 N.YD. • \ Sm i I EXISTING BARN: 360.05¢fT. TO REMOVE- 15 N.YD. 25 N.YD. ,\ EXISTING GARAGE 360.0 S'Q-FT. 1.7% - 52' I PROPOSED HOUSE 1608.4 SQ FT. 7.7% 220 N.YD. 40 N.YD. WATER IN BROWN SILTY SAND ' \ \ PROPOSED SCREENED PORCH: 215A SQ FT. 1.0% 6 N.YD. 6 N.YD. Sm ,\ PROPOSED SOUTH COVERED PORCH: 103.1 SO.FT. OS% 3 N.YD. I N.YD. VACANT ' 1' 1 V , • PROPOSED NORTH COVERED PORCH: 1866 SQ Fr. 0.9% 4 N.YD. 2 N_YD. 1 I PROPOSED NORTH DECK: 2556 9Q-Fr. 1.2% 5 N.YD. 2 N.YD. DWELLING I \ PROPOSED GARAGE 749.1 5Q-FT. 3A% 75 N.YD. 25 N.YD. (PUBLIC WATER) HAY BAY OR SILT FENCING I �\ PROPOSED DRYWELLS: B'd1i 21 VF - 28 N.YD. WCU.YD. / I SEPTIC TO REMOVE - 100 N.YD. 100 N.YD. WATER M BROWN FINE SAND // IYAl1T OF CIFARINC TO K •\ -_` SP NO MORE THAN 20 FROM I PROPSED SEPTIC - - 175 N.YD. 25 N.YD. V PROPOSED WORK AT INDICATED ON ST1E MN • TOTAL- 34782 SQ.Fr. 16.6% 661 N-YD. 291 N• TM n e o s\ MEETS 6 BOUNDS BY: PECONIC SURVEYORS SUIMEY DATE: H/30/2017 ,T --_-_-_-_-_- P'�, S 11°22'50" E � 200.1' ' 6 � NOTE WATER ENCOUNTERED 52'BELOW SURFACE i / /x 6.0 7 of 8.0 x/ _ - C �s v u EL 0.8 x5.0ZONE AE o/ i%3 N ' DW ' ZONEZX - o 0 TEST HOLE DATA c ,', , - 'EL, 7 _. o a to '\ McDONALD GEOSCIENCE xso /v o' /s.ox zs x7o i� \- I,-♦' zs x\ o o �♦♦ / i eo ' `'-- \1� � pox e0x WELLING \ � a DATE 09n3ROq / / / zo ,_` /_\ -------- �� O ' ,` �,\ ', •--- (PUBLIC WATER) FORM WATER MANAGEMENT DETAILS xLn L- /�� - -- -- -------- - 4 ..V ♦ - I -- --- Q TE= HOLE o N.T.S. W +7 ox `, .••�.._T.`- RSB + v EL.6 P 75 �� a =• O ^�v r + Ox ' '"/ 2 STORY 7sx3.13] °M y to x, - FRAMED HOUSE - \�,-'♦ �+- ~.. ' Dw ' • O VACANT + �Oi/qRD SFTBgCK X I, I _ Zs.a x 9 0 `-' � a06IVAG_ .REPLACE I �/ O/I 6 a KT94C sURLIC WATER ON art II t C 7 34.3- w4 OGEE GUTTER-STANDARD S'11 J W Q + �O/ I PkCkev rAREA -I - 6.0 - TOP OF FOLK MTKM II-BD /�� Rt/BX4 90 ap• "�'� � '� 116! �¢ T}BYOIFIdt 8X3 _ x / 9111'•- ills PCF' AL oo Roree,TlsstKlAna uflt.A167xAIB Fw1Ee®IPROFearnaA/®L ^ 8X3 - -, 1 DW I/ I is Fq I * r9D 9 �R.�� / Sa R Y 11 ,E7ggCK '`E �a GBVI�TNa MMV PNMID RanuQaL e xs. i / +/ I sox -- / �//• n.FIEiWE9RFAQ<S VSRilED10D5R�V®T'l1E lMMiKIIRE EOR Q : -•x _'--- -2L.7"• - P \ / 31 Q.PAWCOIIffACHMVM�WMMLFSM RAALL'LRW#K[B S M F I \ I a0 J ♦ POMP ao (i WMIS wml FROSTS SYE aRo1W PRINT. /1 10 \ \,... 8x F / 8X0, 110 B0 it6TAUATar. P"'1 'I S(\13G /x i2.1 \ AI PMRO1Mw01E[wAO"n*KEW"KCDAWJCROORNDTIE FIRAIMRIfS / ^-__..___. 90 / EX\ VE 411 , 1}GunERTo REPaD®TOWARaSLmmrmrmRETBRT.a OFVN Lu / 1 7.ax•-=:�•,!` d ocFnrFpIAE :•• pp, / O s7�-3• �. Ij 80TO RE /,> GP ea a mwaRI LEAD'o-.�osane wn sTO�ooweLSoalrs no t / ao 1 ,i - -/ \ '� al. AFDCALKX DNARDMSFAIARFSTP DRYWHJSTOBE 10'MJN. AWAY tn AO------ �m«aroOwr4a7rsmsaNwasseAsaaT®.gAL FROMHOlSE M1v ' xwATvmm roN 1I �Y QId L� 'L � e0SXIDS Ill 11a �RGO� � � �� µ JO - LOCATION j REPAIR AGEDr MORESLOSTARrw. O ` 2 g a WATER a 4►•"- cJ�` LOCATION: AREOL 100%RUNOFF DRWVEIL(S) TOTALDRYWEu 02'RAIM/HR: TO 84SFALL CAPACITY: 4koL• U %60 I{ M N O ` +' DWELLING \ PROPOSED ROOF HOUSE OF ARE 2212.3 SQ.Fr. 309.5 N.Fr. O�12g-�� 361 N.FT. j - - - C °' (PUBLIC WATER) I\ 11\ RAF AREEA. 9036 SQ FT. 150.9 N.FT. �)�,�� 169 N.FT. 1-4 o s\ t\ EXISTING GARAGE 445.5 SQ.Fr_ 74. N.4 FT. n)�?deep N 84 .Fr. ,\ ROOF AREA: PROPOSED DRIVEWAY: 1400 SO.FT. 233.8 N.FT. R)BWa-3'decp 254 N.FT. o1 DWELLING \ ® \ (127 CF«a - (PUBLIC WATER) ' DWELLING (PUBLIC WATER) \ _ RESIDE-0 XT-6 VEHICLE 11\ SITE PLANFM j I " " \ SCALE: 1" = 20'-0' � ` V ' U) uj uj N - - U - - � - VEHICLE TURNING RADIUS PER ARCHITECURAL GRAPHICS r l TF, TENTH EDITION,A.I.A. V IW LLJ Z i „J. __ El 13 a �I rwroslo PROPOSED® FROPos® PROPOSED IoOC DRAWN:MH/MS a'I rRaOc® a as:....:. ...:.:...-..:. PROPOSED --• - - e-a° 10. SCAIE: 114'-1'-0' Cl- PRoros® e_ao •-•-.-_-_-_-•-_-_-_-_-_-_------------------------'T--- -'--------- - o FxmMG DeoLmber06,201E an nw. FLEETWOOD ROAD! - -'-EL 50 ------------------------------ T ---- EL7A FL Ts a_0.0' SHEET NUMBER.* a.as OUSTM EL.&V SITE SECTION S-1 �:f DEC 1 U 2018 i REVISIONS: 1 I w VACANT ' 1V ti DWELLING I 67.00' 1 (PUBLIC WATER) w HAY BAY OR SILT FENCING UKAMS OF I 2oW� NO MM I O PROPOSED woRK As O O I 04DICATLD ON stye FUN ' ►+-1 p�to —/ I W ___________ S11°22'50" E 200.1' ZONE AE /tee 1 per, I EL Fv b' ' ' ZONE X 'a - ci 1--I . 7 o�, •� _ n �o Q A / - � � ------ DWELLING (PUBLIC WATER) Oti .v ` - _ / rcrr rro —/ - _ GARAGE' BX31 1 EL 60 / 43S gp0., Lry A FRAMED HOUSE / 8X3`1 c 1 VACANT — OQY����aA� l D `' � K O (� ' RMAa ----oa"r,"K Mff*XSMXw.aa,vrE _\:/�eu 39.3' op�,ss a p. D �l a mn"uc cis PRt°a^'EA2El� P- TOP wrouNwraN.+-aucyan-:� Op l3 W 1 4./ �I�`4_—� `-� .q F - `8DV/ 1- / Sa E1RY r c w / S32'Y / K ----- - wl TO BE - Rr yr OF SAY TOP"L ; -f / 8►� 0EB wN \ LOCATION WATER —4uj METER Ld_ o0 '\ ° ��`' QVB�� DWELLING o co °i 32 (PUBLIC WATER) '\ a N d \ 0 � \ DWELLING \ 3 'PUBLIC WATER) DWELLING (PUBLIC WATER) ' N •B N SITE PLAN SCALE: 1" = 20'-0' DRAWN:MH/MS SCALE: JOB t D=n ber 06,2018 SHEET NUMBER: S-2 f SURVEY OF PROPERTY N ,{ a t - CUT E Ow�-I+� vAG�rr v„GTOWN OF SOUTHOLD " W"'V" SUFFOLK COUNTY, JV. Y, IOW-137-05-1 & 2 SCALE. 1=40' ' FLEETWOOD WATER FOLD NOVEMBER 30, 2017 iIN STR�r APRIL 24, 2018 �� N8637'S0 T ITM 58`t25'50"EFAVrJf]fr 129.20' UTILITY 11 STOUCAOE FEtILE Paz 7O. ■ F�;4.f STYONIWAFa1T ROAD S�LsV 1 SIGN 165. TEST HOLE DATA LOT _�, McDQNALD GEOSQIENCE ------ h 09/13/2017 �s / W'>E 6.0' O' to R c�c w R/0%i 0.z 1 R/0 PORCH, 4 BRONN SILTY SAND SM Q� •�� PORCH 5.2' cY]\y 5�'' Y 5a N 1 WATER IN BROW SILTY SAND SAI `y � � ��`'- _ ' W��AO.0 � I NEIEOINS3PNFORCED PRECAST a' V% % �CRBTTOMANDII � 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED 4 REINFORCED PRECAST CONCTERE SOLID RING. WA7ER IN BROW RNE SAND SP Q ` 1 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH o THICIC SLAB TOP IN LAWN AREAS. OLD ```� PORCH i► g/ ? I 11 EXE _ ; 4.DROP T*S ATTACHED MUST BE PINNED OR OTHERWISE FIRMLY s � REMAIN ; o„� LP1 EXE C 5 LItIt11D DEPTH MUST BE 4 FEET /F-61OPPER END PLUG 17' S� / + \, LP ss�j saSAM OR OTH SEPW SISM DEVA 1 _ fr Ee aaC MW Warar N07E WA 7M ENCOUNTER® 5.2' BELOW SURFACE ��' ?'o To BE �F f 69"a LOCOS cASINa AL ar 4j NaGE � u�.w ""8111E '+Au"""t �IE 3WDIRE D1NY` IEL 7.0 20.2 waTO BE REM +" fe• r, CMWR�. L rW ra►oD> any -.,; • noa»,o�PROPOSED SEPTIC SYSTEM /� p {� ,'' a ' t.OT ® ,„ T �am4 BEDROOM HOUSE O. .� N q AWE , 2 b. JAV #x 0 as ,C ! RUED MAP LINE 1. i—PRECAST 1250 GALLCN SEP77C TANK pC� °6f `l cMF 4 --- ------- 8'-D'DIARM 64.10 --------------------------- --------- ----4-----�- - --------------- - - - 6-8' LEACHING POOLS 2' DEEP �� � �� � "u"'� IMTH 3' SAND COLLAR 3' MIN. ABObE Piati n)8 W50V LOT 14 DACOMI.MA CA"Sao 4 WAw GROUND WATER - OWELLING / 1,250 GALLON CYLINDRICAL SEPTIC TANK DETAIL MOMAENT ' 1 PUBLIC, WATER hof NEW), ELEVATIONS ARE REFERENCED TO NAVD 66 "o, FLOOD ZONE FROM FIRM 36113300164H MAP EFFECTIVE DATE SEPTEMBER 25, 200`1 LOT NLMM5 REFER TO 'MAP OF KAVATONE REALITY CORP." j FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON DEG. 2.2. 1930 AS FILE NO. 53% Bldg Dept copy from ZBA Final review d .S UC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Z5A File# 'docu entR SECTION 1209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2 ALL GERTIFIGATIONIS HEREON DateD�te: 12-/ 2a2a / _ P ��IR�VEYORS, P.C. OAR VALID FOP, THIS IMI PREAN D COPIES THEREOF�L IF SAID r t P.0' BOX 9092® FAX 631 765-1797 Or, COP SIGNATURE APPEARS HEREONL Of THE AREA = 20 881 SO. FT. �Q , 1�� � IPS 11� P� SOUTHOLD, N.Y. 11971 T 17-100 L II SCDHS REF# R10-1 i,1-0123 SURVEY OF PROPERTY N z ! El -D at CUTCHOG UE TOWN OF SOUTHOLD 9 � � � I DWELLING rn VACANT, VACANT 1, JUN U 3 203 I PUBLIC WATER 1 0 SUFFOLK COU , . Y- 70 1 BUFF.CO.HEALTH SERVICES 1000 137-0 —1 & 2 OFFICE OF WASTEWATER MST. SCALE: 1 ' NOVEMBER 30, 2017 FLEET WOOD PL NLIS�� ROAD APRIL 24, 2018 N66 37 50 E °-40' SEPTEMBER 25, 2018 (SCDHS COMMENTS) EL6.r a UTILJTY 56�f25�50��EED�E of PAVE ENT 129.20 UTILITY 19. POLEIN POLE MARCH 12, 2019 (GARAGE LAYOUT) STOCKADE FEW-E , TKD f - fE t4's. EL 4.r sTor>E Ioo' JUNE 4, 2019 (SCDHS COMMENTS) •20 1's. F�,,,_ ', 7O• "IOM"`ENT JUNE 10, 2019 (SCDHS COMMENTS) rz1614 �w`2rF- ,y Ex WATER \��I Excavat6n inspection Requited OT 21 .�� ETO BE x. SEPTIC y� e� r� �}� ps agq c� REMOVED \��� N FoA Sal Sika System 0 A r� EXISITNO WATER LINE 14. , TEST HOLE DATA TO BE RELOCATED. "' �, �_ T L -• I o. h1salth Department McDONALD GEOSCIENCE ` .00/ , 09/13/2017 TO BE ,, 6' 6.0' O' 1�� Z $ ;ROVED TDECK PORCH R/0 s 9 BROWN SILTY SAND SM . OG i PORCH ' EST G 7 9 T T.ti W q 4' HOLE tom. Q8' 5.2 $�� SL`' Y Z 1.5' i EL.6.0'N N SEPTIC TANK @Ci �► I 5(ORY < `� J 0 PRO�GD L Z 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST WATER IN BROWN SILTY SAND SM c�`� 8 w13 8 FEE:`1045 6 , ((� (1 CONCRETE BOTTOM AND 3 INCH WALLS 8• bra �1 `�� c ,�T T Kp 1 2. AN 10 FEET IN DIAMETER BY 4 FEET HIGH APPROVED 0 <, PROP. WATER I REINFORCED PRECAST CONCTERE SOLID RING. 32 . ,(moi: 14.3` � MIR SERVICE 1 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH WATER IN BROWN RNE SAND SP F 10 , THICK SLAB TOP IN LAWN AREAS. RSO 1 Z 4. DROP YS MUST BE PINNED OR OTHERWISE FIRMLY t^J?ORCH COD ATTACHED. TO a �, T 5. LIQUID DEPTH MUST BE 3 FEET. N s c� ReMAIN MIA 1 L�1 J P/ , i Z , EL 8.E)' / 1 EX/. ,0 TO ('� Z = GtFAN avr ''U\LP S �T I " REMOV T HOUSE SLATE OR OTHEK SEP1/C SMEs/DETAL ' t'rJ , •\ v_ 9 F.F. Ei. 10.4' SUITAIE GOVF]t M7l!17 lfilLi r ,.,t Lp Z OPPER END PLUG LOCWJO CASTN(i 17 h\� ;©(�L�� 4 '' T ` �p IE fl 78• FINIShm ORALE //--TO GRADE NOTE.• WATER ENCOUNTERED 5.2 BELOW SURFACE -A 6� - Ll OVERTO GRADE PROPOSED SEPTIC SYSTEM ' '�► s �° �ON"E r L,A>< LOGTE DROP T ' ` j y C" C "I 6104 Uf7EN INTANS OPF7![i 4 BEDROOM HOUSE o DIRT vlr I , o •_$ A —_ �. FOR HAHfANCE T� TO BE � � S� Sy5$efl7fll E�V�St be REMOVE i AY m 2' � > e• e• �o I E 1—PRECAST 1250 GALLON SEPTIC TANK ,�b�c�oerat s�£exflstg a OP pR1VEw 23 0' 20 �*v KS ASS •- ,e• sem' ` "'' f •1 P 400 PPE OR VE'rER FOOT Y I E' `i." :L �POOL t requgremea�t Seub � �"� i L 5., IN�,POM SYSTEM 7-8' LEACHING POOLS 2' DEEP p �� t 6, 1/'r I'm I PR(1fD e• s PITCH Yvt 4 I'A Pref . confo3'mallce W1t1T dep, '� { I w I LOT L*PER Foor CEM T aAss�AOD rreE 171 LEA(AI1AK P a-5 WITH 3 SAND COLLAR 2 MIN. ABOVE prO1]1® O 1 q FLOW LINE GROUND WATER C� Sl�t ® a �� "9 EL.6.1 -�74'MIN. _---____---_ 10'-0' DIAMETER I - EXISTING SEP77C SYSTEM TO BE REMOVED. 'i �� '$o ' �cMf FlLED MAP LJwNE cMF EL.. 06' ------------- 64.10' _ __ _ 64.10' �HIC+EST KEGOFDM GROIIOWATF3tJ NO WELLS WITHIN 150' OF PROPOSED SEPTIC SYSTEM °66 N,6W31'50"W LOT 19 BACKFILL MATERIAL TO DE CAFAN SMD t GRAVFI 1.250 GALLON CYLINDRICAL SEPTIC TANK DETAIL , ■ - MONUMENT DWELLING - ' I� t I� ••J -8 PROPOSED CONTOUR � SUFFOLK OOUNrl DEPARTX94T OF HEALTH SERVICES •o PERMIT F=OR APFRR�Vl<OF CONSTRUCTION FOR A .���-�•°�•�'°�•• �'0 S E P 3 0 2019 ` ELEVATIONS ARE REFERENCED TO NAVE) 66 �t�blk ��Ol. my Dept. Of l l>�Ith Services. o-Call 852-5700, 48 rs In Advance, LINO �AIVI.LY RESII7ENCI=ANIS � FLOOD ZONE FROM FIRM 36103G0164HTOCl3eCl �. i1Sp� - ` MAP EFFECTIVE DATE 5EPTEMDEK 25, 1009 o fy ®_ •-� er xe j, as r 7 2019'G LOT NUMBERS REFER TO "MAP OF KAVATONE REALITY CORP." FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE Af 1`u. • �L� a�110. tr K� zr•'` ON DEG. 22, 1930 AS FILE NO. 534L 9� yG PPROV•ED ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATION OF TOTAL IUTAXIMUN BEDROOMS r,�� LIC. NO. 49618 5EGTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PECONIC--S-b VFYORS, P.C. PER 5EGTION 7209-SUBDIVI5ION 2. ALL 6ERTIFIGATION5 HEREON \ EXPI tEISTHREE YEARS FROM DATE OFA PROVAL (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR THI5 MAP AND GOPIE5 THEREOF ONLY IF SAID MAP — P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE AREA = 20,881 SO. FT. 1230 TRAVELER STREET SIGNATURE APPEARS HEREON SOUTHOLD, MY 11971 [17-100-1 SCDHS RETW- R10-18;-0123 SURVEY OF PROPERTY N z 1 1 at CUTCHOG UE DWELLING rn ANT ! NT TOWN OF SO UTHOLD 2017 l PUDLIG WATER ) p VACANT 1 VADA 1 SUFFOLK CD UNT Y, N. Y. Q 1000-137-05-2.1 SCALE 1'=40' ' FLEETWOODMDLIC,,W,ATTER ROAD NOVEMBER 2 18 N86 37'50"E FL`4.d APRIL 24, 2018 Fid J ' UTILITY 58°f25'50"E Ems OF PAvEmEmT 129.20' j1E TEMBER 25, 2018 (SCDHS COMMENTS) 1q.2 POLE f PO�TM �� 5TOCXAOE FENCE Ex-1-p;,kealL ��IOI"1 �1ispeo0lJon Require MARCH 12, 2019 (GARAGE LAYOUT) o TK - P-ft i EL4r STONE ao' ,�;;t, � 0'iC I" '�'E,4, JUNE 4, 2019 (SCDHS COMMENTS) ROAD F `x9.20 L6'S. 7O. �O MONUMENT a° a sI�N G� z E T� Ex.\ �p !' � - � ' ;4, ,� �` Q nt UNE 10, 2019 (SCDHS COMMENTS) OT 21 TO BE �yF TEST HOLE DATA REMOVED O. <, EXISI,NG WATER UNE a• -r-'-- I,Bio /�/t• �• ')%9� N m...m.�.�.°..._°,.,-.�.m.�... °,` 4 J McDONALD GEOSCIENCE To BE RELOCATED. I, "1 09 13 2017 �' �a �1 Nov E 1 ��, To D �. 7y.6 m 6.0' 0' 1�� �j� �i '{�EMOVFU� DECK - R/00 2 1 Q 4E-r �^ R/O s 9. ' PORCH 20. o BROWN SILTY SAND SM A Q �� PORCH W J u Esr �.�mcs �o `� 8' 5.2' G 9 r T_, r ` 4 HOLE �C �j G 1 2 STORY TP7/C TANK 2' WATER IN BROWN SILTY SAND SM 9 i !� _ NPROT'6D HOUSE _ 1 A �a �pM 1p_4 yi Z 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST ZG s �3a fF . 65 M 1 G 2. ANNCRETE BOTTOM AND 10 FEET N DAMETER3BYCH WALLS 4 FEET HIGH APPROVED O \� "� •17.x'� � i B _ <, 4 OF. WATER = REINFORCED PRECAST CONCTERE SOLID RING. 32' �4 3 MIN SERVICE 1 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH WA7FR IN BROWN FINE SAND SP v` % �� e' Q �► THICK SLAB TOP IN LAWN AREAS. _t ;R/0 �� Z 4.DROP TS MUST BE PINNED OR OTHERWISE FIRMLY '.QORCH CO — 1 ATTACHED. ry`mac TO b. x Q 5.LIQUID DEPTH MUST BE 3 FEET. s� To M/K L LP ELe.o / L EX�L� :•�_• r� U) TO D 0 Z QEAN OUr EXXLPs .-f'� ` 1 REMOV 14G FHOUSE.F.EL 104' 5UTAALE�C.OV� SEPTIC$YSIE�I DETAIL 17 PPER END PLUG AYJf 7D 141L[ LOCKING CASTINGNOTE: WATER ENCOUNTERED 5.2' BELOW SURFACE y�� +,,b''' \o ` IE °F1 �e F/Nlsrry �enc� fro GRADE EL a•r 62' 79 - IF DROP*r is Z MAX MAX CHIfINEY 00 Tor PROPOSED SEP 77C SYSTEM c >USED ON"� 6 �A�r I'ADE 4 BEDROOM HOUSE e DIRT WY I ; _ � 8- FOR MANTANCE XZS ,S2seLZ �`J SJ sE:ZIiU���i3 TO BE � � Y oC, �� .3-�a +� NOV 5 I 2- e• ,o E 6• 1-PRECAST 1250 GALLON SEPTIC TANK Ami �® � O O E � `� a REMOVE RNEWA o= 2o.z .� �� ML s.> 5 d t/ 1' OO�fl�Sub w OP•Q 2-• �t .`a:La f 1-i MK r CLASS 4• 1B. ss uE u:;_;; crarltK POOL r T 5, ,6a � �' ��d 1�4g �� �it P LOT # s , '_ v _$�.v. coE° Rra�n �- s•L vs PPx FOOT YIN . ...::.;,.;, 7-8' LEACHING POOLS 2 DEEP Cd�{0 �G"TAth d V 5.,' IN b)P00.SYSTEM PITGFI Y@1 4.DIA PIPE ' " as proof. � / s, 6'ma ��� yr PER s EFFECTNE T cLAss moo rVE oK WITH 3 SAND COLLAR 2 MIN. ABOVE o i'L`'';°N I °D O ,,°� AUG 0 7 °�'" EQUAL m L&CM" POO" GROUND WATER CD f dI k M 5$Od �t G O� O N N _a y:�m°as�J " W UNE ?r,:. �C P4•MIN. EXISTING SEPTIC SYSTEM TO BE REMOVED. 9<� 9�0 ,D•-o• DIAMETER ------------ - rlwFlLED MAP UNE GMF ' EL oe' - ----------------o2oLw WATER ..-. . ______ 64.10' __ .___ _. ...._.______ ___ HIGFEST REGORGED GROUIDWATEK — 5 NO WELLS WITHIN 150 OF PROPOSED SEPTIC SYSTEM �G "`- ��,� I� `� FL�6.e' , LOT 19 6AGKFILL MATERIAL TO eE CLEM 5AND,&RAV— — j e � Ins � s.� �� N5131'50"W raA'c2 +�°.°It6 o�(s) �'-3�-�` " p-j`AIih ''°'(',n ' DWELLING, 1.250 GALLON CYLINDRICAL SEPTIC TANK DETAIL ■ • MONUMENT ";": � ,.� 'k ,�.�,' -� Nis / r•., / FYGx� �'.,,1��5:, �e L „I,o e u) s `- �rc �"i�v I PUDLIG WATER 1 E —8 ■ PROP05ED CONTOURi1s4 � � �oOt6h -/- t- I / r ELEVATIONS ARE REFERENCED TO NAVD 88 O ScIledule I DO SUFFOLK C0 l FY DE ART HENT OF HEALTH SERVICES - -°gyp 0�� I I_Rl�/19 G-013 '�i�F'CtO�/b'L0 0 9 SII aiC�'ON FORA ��� NELl.� -/- /- Si p SCDHS REF# R10-18-0123 SURVEY OF PROPERTY N Z ! a t CUTCHOG UE -- - 1 TO TSN OF SO UTHOLD owa-_ 1 VACANT VACANT 1 ( PU6LIC. WATER 1 0 SUFFOLK COUNTY, N. Y. 70 1 1000-137-05-2.1 SCALE.- 1 A=40' ' FLEET WOOD PUDLIG WATER ROAD NOVEMBER APRl243201817 N86'31'S0'E IN 5'�T ELao' a6.t a UTILITY 58`f25'50"E EDGE OF PAVa4ENT 12`1.20' - unLITY SEPTEMBER 25, 2018 (SCDHS COMMENTS) 19.2 POLE STOGKAOE FENCE MARCH 12, 2019 (GARAGE LAYOUT) POPE FE t4's. JUNE 4, 2019 (SCDHS COMMENTS) qq � 3 . EL4.1 I STORE ROAD 9.20 L6'S. F tt 70.00 MONUMENT FF �[y� 1 JUNE 10, 2019 (SCDHS COMMENTS) SIGN 121E Ex WATER \ G OT 21 "' `< 1 1 FEBRUARY 28, 2020 (FOUNDA77ON LOCA 710N) C *-: Q0 15- 3JFo%JjA0pT10N y iFOUNO s y� 2L1 `°13.8 w T EL-11.6 �p fi.5 -A 1 P O Ick J73' o b T L 1 ( ;e s ! 15.2 r C Al.D9 G` Z FOUNOpoN -A ELEVATIONS ARE REFERENCED TO NAVD 88 •/ VuofoUNp• cNn. 9 o A - - KEY Q = REBAR ', �� o LOT ® = WELL �� 0,C o t M O t MAR 4 M20 A = STAKE <� '9,0 ----------- FILED MAP UNE GNF G SMF 64.10' = TEST HOLE �% F,aB`f30"W LOT 19 A = PIPE DWELLING ■ = MONUMENT /- ( PUBLIC WATER01 1— ) / / �j , = WETLAND FLAG ,/ { O / ��,XOF fv�E;, �O FLOOD ZONE FROM FIRM 36103CO164H / '/ ' `' Map Effective Date: September 25, 2009 / !, Q7 LOT NUMBERS REFER TO "MAP OF RAVATONE REALITY CORP." �% / '`-mak'— '+ •' FILED IN THE SUFFOLK COUNTY CLERKS OFFICE � i •> ON DEC. 22, 1930 AS FILE NO. 539. 9� yG p a ' .4961 e.A,NO) . LIC. NO. 49618 ANY ALTERA710N OR ADDITION TO THIS SURVEY IS A WOLA77ON OF PECONIC SURVEYORS, P.C. SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209—SUBDMSION 2. ALL CER7IFICA710NS HEREON (631) 765-5020 FAX (6J1) 765-1797 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE AREA = 20,881 SO. FT. 1230 TRAVELER STREET 17-100 SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 SCDHS REF# RIO-18-0123 SURVEY OF PROPERTY N at CUTCHOGUE OWEL-1N& VAGANT TORT OF SOUTHOLD I n.OUG WAflm 1 SUFFOLK COUNTY, N.Y, �q VAGANT �7 1000-137-05-21 SCALE.' 1--40' FLEET WOOD ,,,�, ROAD NOVEMBER 30 2017 '�W APRIL 24, 2018 NW37''S0 E nr`•� a6r Ic urrrtt 48ef7sj't�� o r,ynrfa 129 Z0' as"tr SEPTEMBER 25, 7018 (SCDHS COMMENTS) sTa ue Foxe rae MARCH 12, 2019 (GARAGE LAYOUT) mx 'PFA �°qua a•a ,p �, JUNE 4° 2019 (SCDHS COMMENTS) siwr+�° JUNE 10, 2019 (SCDHS COMMENTS) oc•`� �. S -4 FEBRUARY 28, 2020(FOUNDATION LOCATION) ¢ O �)k �. MAY 5, 2021 (FINAL SURVEY) OT 41 s_S7aIK JUNE 21, 2021 ( SCDHS REVISIONS) JULY 15, 2021 (SCDHS REVISIONS) SEPW LOCATION O �« ST 22.5' J4.5' au� ' 9 ?, p SUFFOLK COUNT' DEPARTMENT QF HEALTH SEf:VICES LPI 24' 28,5' + +, E}a Ir�lm r o o T r Rtaa' _ APPROVAL OF CONSTRUCTED V1PQ6tK$FOR LP2 29' J5' n �•�ct �' Lv o ASINGLE FAMILY RESIDENCE iia t$h+ r % IJ.IIC3 6rTafrocl M S Rof No. R10 1ao1 ELEVATIONS ARE REFERENCED TO NAVO 08 ✓� ?)i � - - -- -_ - d-- vG �r i11u°+wa,0 dapu:iI and wa10r auRi�incrGlaUs:rt lhi;ilca:�,n have Leen KEY ;nrpccled arjdw ceWiL'd:ry to;s bepnnn ant Gf uihei ayenc cs and found r O = REBAR ?�Q a`A�Q,J, �` a Iabecafr't(ailGlyf"phAP.IA�XyIfRt:C.1rJ1' w�LLDRL]L�t.4 ® r HELL = STAKE Cw nw rua uxc w �CRAJG KNEWEH,RE,Ct11EF ® = TEST HOLE E , 64.10' C?flrzx oiVS'a zO.;•a ert.9anayenw_nt • = PIPE eL� NBlf3fbD*W LOT L pWELd.ING ■ - MONUMENT I MUG WATOt I = WETLAND rtAG �Q -D. FLOOD 20NE FROM nRM 36103CO16411 Map Effoctiva Data. Soptember 25, 2009 = LOT NUMBERS REFER TO 'MAP OF RAVATONE REALITY CORP.' S� FILIM IN THE SUFFOLK COUNTY CLERK'S OFFICE ON DEC. 22. 1930 AS FILE N0, SM. N.Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDIAON TO THIS SURVSI'IS A WOIA710M Or src110,v 7209 OF rHr vEw YORK srATF EDucArroN LAW, rxCEPr PECONIC SURVEYORS, P.C. AS PER SECTION 7209-SUBDMSrON 2. ALL CERAFTCA7xwS HFACON (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR THIS MAP AND COATS AIEREOF ONLY IF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE AREA = 20,881 SQ. FT. 1230 TRAVELER STRRET SIGNATURE APPEARS HEREON. SOUTTIOLO, N.Y. 11971 P7-100 SCDRS RRF* R10-18-0123 SURVEY OF PROPERTY at CUTCHOGUE r,>wo-LIWB, VACANT TOWN OF SOUTHOLD VACANT SUFFOLK COUNTY, N.Y. SCALE: 1*-40' FLEETWOOD,�,,4 NOWWR JO, 2017 ,,g,- ROAI) APR 24, 2M t45$37*Wr:�, I I &I, 2a SEPMWBER 2A 2016 (SWHS COUMENTS) MARCH IZ 201-4 (CARR GE LA UT) XNE 4. 2019 (SCDHS COMM4W JUNE 10, 2019 (SCDHS COUWNTS) FEBRUARY 28, 2020 (FOUNDA770M LOCAWN) tp MAY 5, 2021 (MAL SURWY) XNE 21. 2d21 (S-,MRS REWSONS OT JULY IA 2021 SGVH REWSIONS wo^ SOYM L00ATM —';A—!— st =tS* Lm Z4, ;?8.51 c UrPOLK0,C)UNIlf DERAIRTM-Ell'IT OVJ--iEALTH SE--TWJC-Cq ;%PMOVAL OF CONISIRM ME)VolORKS !-,�'Ok LP2 Zg* ol A MC)LE FA&MLY LO 0 IX 1, A baf,:�— wlw4wl A. jAM , A ELf,W)ONS ARE RCTERMOD TO HAVO 48 KEY Pik WAR AM / - A spmr CRAM PZ,CiMF ts TuT fiar 640 LOT M Owet.LINCI M MONUM-Mr f"Jf, wAffx I pr 0r)ZAW rtAG ROOD ZONC tKU SP40 MWC0164H M*p Effoativo DoW kptombv 25, 20M LOF NUM OERS KIR TO 'MAP OF RAVAN)NE4 RMW CORP.' ALED 44 THE !WMLX COUNTY C"KS OFACE ON DEC 22, is"As ntE No, 539. M Y S IJC. NO, 49-619 ANY ALIMMMW OR AMnON 70 Tild SUR Y"IS.4 MAWN OP WCMV 720 Or THC NEW YOW SlAtt Mr-41,10M LAW, &aPT PECOWC SURVEYORS� AC AS PCR =TOY 4 A�t CCRr97CATXWS H4Rr(lq (63;) 765-;�WOFAX (6JI) 765-17,97 ARC VAV W Pit$ AW AVO MOCS 7WRiOr 46VLY ir$40 UW P-0. Box '909 OR CORE$SCAR W WPRS SfAt OF 7W SURVEYOR00W AREA 20,881 SO. FT, 1230 MAVag'R SMrCT .WMWRE APFF.WS SOUTHaDMY 11971 17-100 . ....... . ........ REVISIONS: 35'-23/4" 10 27'-23/4" 8'-0" ol 9'-51/2" 11 -113/4" 51-91/2" RAILING PER CODE SLAB ON GRADE C DN TW3062 • �► - � - - - � - � • 4'h 1(3)2X10 HD 1 2)1-3/4X14 ML 15LIL CONCE 1 1+2 'h o 1 O&VEL RING 72 In 1 TOILET APER 1 ---- Ez 1 . 2' 1 IHOL E0. oC OUTDOOR' o XI MAST-Ek BATH Lu ;N SHOWER Co p w 1 I 12' 11" == ==12==.11:1/4" X 2 1x ; 00 1 N 1 +54"h _ --. 1 Q -------------------� -_--_ -_________-- --_-----__-- -�- 4dDdELTIA1t----N -----4-L--_+82 --- -- --_ - ---- - - ------- Cfl I 1 r ROBE HO 1 = T 1110 14"WO D-I F1 16"OC i ��_ __ W j 00 LI E4 '"' 1 - 1 _ I 1 1 -93------- - 100 1 ^I 2'_6"6 ^ 1 ' nD ' � I A � v � � '-83/4 O 3'_ , " 5'-21/2' I 7' 61/2 1 M o HALL N- 1 VVAr LK-IN i Vxq-1 O I A MASTER BEDROOM =N- - ;CLOSET ;n D I I W 1 r- � r---+ � I I w , 8'-11" I p� 1 I __�i I I ,T111�Oi14"WOOD-1 FJ 16"OC _ D v O W N 1 1 2)1-3/4XIL IML I I 1 1 1 1 .� ---�i--------------- ' M 1 Lo 1 r 1 1 2,-4„ I 1 2'-6" I r -B1.T'I 1 BLTal -' *- �1 MUD o ^ ® -- 1'c (2) 7-1/4 ML(BOX OUT TO MATCH) � 1 �1 1 � I 1 � o ` %Lo � F--•1 14X14 FG COLUMN r __�_; - ----+ 1 ; 1 qS HALL ^; .o ROOM : W I 12 ;n w/6X6 ACQ POST 5'-0"'� 5'-OI/4" -----+ 7'-0" M mW 4'-91/2"� 7" M " (TYPICAL) 5 2/2- ' OOD BURNING FIREPLACE O , SOLID-CO 1 w/FLUSH HEARTH /W/STRIPPI 3)2X10 H I 1 2 4 2'-8" O o AS SELECTED BY 154"h-" - 1 Z OWNERS To EL RI 1 I I Lu 1 -C 1 , , W I ' ce ce rn 1 < +84 O 1 -21/2 1 W M W O WAIL Sc E ± r f, V I N ce X rn 1 I o Q O g -0 I N 1 X HALF I M __ = w �+ I 1 v M LIVING ROO Lr' BATH ___ ;o> i I� 1 + "h 1 O O, I 1 M TOILET PAPER M --_- z �'I HOLDER DECK ' . ' ' PORCH p i i i i i i 14X14 Orn I i 2X10 DF#2 DJ AI6"OC COLUMN 5731 W F 4672 3820 --- 1 Lu I 2X6 li i i i i 00 B W I I -- ----- ---- --- - ----------- - - - - - . n 6"OC I 1 - � - � 1 ^ter I ' ----- ----- --------------------------- + --------(12 I.3V4X44ML-------- cc d POI t Ir-------- ' 1 w N i ,TJI110 14"11i"UbOD-1 FJ A16"OC 1 cc I I 1 1 1 ' (D Q I I w = LOA � 3� „ y PORCH _�II I 1 1 I I ' 11 I I I II l O O O O 00 1 I I I V 13'-5" xo i N ` 1 = i o I X � ^1 TRY O 1 N ; ; I I I 1 N OO 1 O, ` X ' 1 O 6'-11 t/2' i 6'-5�/2" o 17'-0I/4" 89-10" 5'-0" 3'-10" T11110 14"WOOD-I FJ na 16"OC „ ol TW3862-3 14X14 FG COLUMN -, (3)2X8 HDR 2 0 w/6X6 ACQ POST (3)2X8 HDR 11 11 ; I (TYPICAL) I 1 I I O �{ I 1111 , cV --L3 -1/2 ML- I I I I I I I I In (2) 1-3/4X14 ML (3 2X10 HDR -- - I II'T - - - - - - - - - -- - - - - 77� ---------- - U In i i1II I TW2646 II 1 1 6'-0" 0 0 �lojl o b a,�bul W x rnl II I I� I 1 `-- I ` I - 1 O �. 1 11 rLQ ----- --- )9 -I 1 _ Fol --- ----------- ----.------_--wl- P ------- - ----------- ------------ -- ==4'-81/4" 6' OI/2" O O p Vol �i ---i -------------------------- i o I ----- x M ii'i i M CENTRAL VAC TO BE INSTALLED m m v 0 ' ^ii ; KITCHEN FOR HOUSE AND GARAGE. v RECEIVER LOCATIONS TO BE O m ,moi DINING ROOM i� i DETERMINED IN FIELD WITH OWNERS o '. x o 00 V Ute" (3)2X8 HDR i + •-- \ / 00 11 _ cu TW2646-2 cp i--- Lo r (3) 2X8 HDR O O O (3)2X8 HDR q j rn VCo Ce v v TW2646 TX/2646 N o N 00 � N C-A HEDRAt CEIL N 00 / \ CD LOCATION: 1ST. FLOOR AREA: 2ND. FLOOR AREA: w / \ F" O CONDITIONED SPACE: 1531.8 SQ.FT. 1155.5 SQ. FT. Q F--1 SCREENED IN PORCH: 212.3 SQ.FT. O DO ' �2F � ' � 'L+�� �h��� 00 NORTH PORCH/DECK: 443.5 SQ. FT. SOUTH PORCH: 103.1 SQ. FT. �► N (3)2X8 HDR 4' 43/4 3'-9" 5'-5" 7'-11/4" 5'-5" 6'-11" '-41/2" ' GARAGE: 747.5 SQ.FT. 616.7 SQ.FT. H TW2 510-2 16' 0" 8t-13/40t 17'-111/4" 9'-31/2" 10 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE l un RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1 qr. 1� D 1ST. FLOOR PLAN MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. i ^ i 2. PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 10. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF: R21,EXT. SCALE. 1/411 = V-011 3. SCREENED PORCH PLATE HEIGHT AT 11'-3 1/2". WALLS: R19,FLOOR: R21.EXTERIOR OPENINGS MAX.U 0.30 11. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT PROVIDE HOOKUP FROM STREET E 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILEs�'"` -•K,,; GAS TO HOUSE AND GARAGE. AREAS. CONNECT FOLLOWING TO GAS: N S PROJECT N 0 RTH 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12 ALL FLOOR TILE AREAS TO HAVE MUD SETTING. �► ��f, 1. FURNACE(S) ALL BATHS.PROVIDE BLOCKING AT 8'-0 O.C.AND MIDSPAN. 2. INSTANT HOT WATER HEATER(S) W 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 3.STOVE/RANGE/OVEN UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 4.HOOK UP FOR OUTDOOR GRILLE(TBD) STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 14. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS DRAWN: MH/MS OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. SIDE FOR MICROLAM HEADERS. *' * SCALE: INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. A-'. _ i,r' 8. INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS 15. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ' Q� JOB 6/10/202] (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, AI ` FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. J UNI I 1 1 2021 SHEET NUMBER: PER CODE. O?r N�;� z Art REVISIONS: C 35'-23/4" 8'-0" oo PER NYS RESIDENTIAL CODE 505.2 ,-------MEZZANINE ADDED OVER BATH w/'GFILING HEIGHT OF 53"FROM 7315 OFiU[3FL'jQR OVER BATH /� TW3046 AW31 TO CEILING J ISTS(NOT 3RD. FLOOR) A F;PHTT (3)2X8 DR (3)2X8 HDR A 1 1 "I ----- - H ' V " 13'-4" �-6 '- 3/4" c.0 WA -IN s I I 1 I? , 7.0 i� S E I ' fF] LnQ +54"TO EL BAR TOILET PAPER 2'-4CATHEDRAL CEILING NOLDER i BATH +SCO 2 0 DF#2 C1 ALL SCONC 16nC'C x BEDROOM No. 2 rn a [__� � 14'-5P4 13'-4"CEILING 1B. +sa"n m O W TOWEL RING _ ' '-0/" '-3 2" 5' 0" o :N EDROOM No. 4 1 2-4 u ' Lu -11/2" 1'-5 `� I y 11 Lv Lu N OT) LL N x r " ' � W M VI ----------------- N E z V 11/4 3 3 Dp w N N x SINK 11/4 11/2 11/4 11/4 11/2 11/4 I Fi ( 9-1_ L BEAM `N.� 7'-61/2 " v1 2k N S� Q LAV. W.C. W.C. LAV. - - - - 9 a r N I 2'-6" N O BA H SHOWER I O ° 2X10 DF#2 CJ (a16"OCA, , :N � 2 C.O.I 2 z 820 5, 0„ 3 611/4 3 I C.O. C.O.I 3 1 1/4 I I � 3 3 K -J --- ----- V1 W Ce z O 1 0 a --- ----- 8'-Opp ^ O 11/4 11/4 DECK N- 1 1/4 1 1/2 1 1/4 11/4 11/2 1 1/4 11/4 Lu O = W^1 0 L FT p WET o cc SINK a LAV, SINK e LAV, LAV, -�- x -i 2X10 D #2 CJ 16"OC BAR ------ E2 O W.C. W.C. N`� Q 4 W M on on D.W. W.M. 13" y �„ ______r6r N SHO ER F.A.I. .N n z z ------ N "N LC) O ^� rnI --- --- - 2 3 11/4 11/4 I I 3 C.O.I el 2 - O 3 11/2 11/2 C.O. � I i , , , , Ln 11/4 3 5731 ' ' ' ' B 9'-6" 3820 B 00 SLOPE"1/4" PER FOOT PITCH TO DRAIN 4 2'-6" �p I TO APROVED w Q'i BUILD IN W 4"C.I. SEPTIC SYSTEM LINEN o O 5'-1„ 71 TRAP HOUSE _ "N PLUMBING SCHEMATICen o 2 10 D #2 16"OC 1 C116 OC 00 C& Q W N.T.S. N BATH No. 3 +z"h = M _ W °o z 17',-01/4' 8'-10" TOILET PER ER x N C) c� M ^ 01 I W N +s4"h I W ° TOWEL RING +6 'h 1 Lu +84"h TOWE BAR I-I C) J 1479 ALL SCONCE O Z B DRO M No. 3 1109 ao z_ It 1 ' O 9 -31/2" \ O D I 8lo 006 4591 2'-6" X10 HDR(INSTALLED) USE 3 9-1/2 LVL) I I I I F- I 2 r+ = O ' OFFICE _ 30X48 CATHEDRAL CEILING o i 5 X g 0I SKYLIGHT in .� " ^ O `° Q u 4 ----------- i O) X O 14'-2" I � U V wax I C i � Ln v G I Do (3)2X8 HDR i u .J\ TW2636 Ln U cu 8'-115/8-- 8'-115/8" LOCATION: 1ST. FLOOR AREA: 2ND. FLOOR AREA: N o w � CONDITIONED SPACE: 1531.8 SQ.FT. 1155.5 SQ.FT. 17'- 11/4" pr SCREENED IN PORCH: 212.3 SQ.FT. NORTH PORCH/DECK: 443.5 SQ.FT. C SOUTH PORCH: 103.1 SQ. FT. GARAGE: 747.5 SQ.FT. 616.7SQ.FT. ~" U � O E 2ND. FLOOR PLAN N S PROJECT NORTH N W SCALE: 1/4" = V-011 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE V RING SHANK OR SCRE\Xf SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. D x 2. ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. 10. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH N+ OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, 3. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 250#CAPACITY. ' 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 11, INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R21,EXT. 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. WALLS:R19,FLOOR:R21.EXTERIOR OPENINGS MAX.U 0.30 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. ALL BATHS. PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE „; 4i, a 7. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS AREAS. •. UNLESS OTHERWISE NCTED,ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 13. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. SIDE FOR MICROLAM HEADERS. 14. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. >t �4 ' DRARRV: MH/MS 8. INSTALL FIRE BLOCKINC, FIRE COLLARS,CAULKING,etc IN CEILINGS y� �, ;. 'fl SCALE: 15. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS g (MAX.10'OC)AND INT:RSECTING WALLS,LOAD-BEARING WALLS, 3y -:j: JOB#: OTHERWISE NOTED.,TOWEL BARS, RINGS,TOILET PAPER HOLDERS,etc. p _ FRAMED CHIMNEY/DUCT CHASES,VENTS, PIPE PENETRATIONS,etc. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. ; e4r�� g 6/10/2021 PER CODE. r * SHEET NUMBER: 16. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. A-2 �- *• or +.. REVISIONS: SITE DATA: SCTM # 1000-137-5-142 DESCRIPTION: AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 20,881 SQ. FT. 0.479 ACRES EL.6.0' ESTIMATED AREA OF 16,000 SQ.FT. GROUND DISTURBANCE: BROWN SILTY SAND EXISTING HOUSE: 751.4 SQ.FT. -TO REMOVE- 301 CU.YD. 55 CU.YD. SM EXISTING BARN: 360.0 SQ. FT. -TO REMOVE- 15 CU.YD. 25 CU.YD. EXISTING GARAGE: 360.0 SQ. FT. 1.7% - - - 5.2' - - PROPOSED HOUSE 1608.4 SQ. FT. 7.7% 220 CU.YD. 40 CU.YD. WATER IN BROWN SILTY SAND DWELLING PROPOSED SCREENED PORCH: 215.4 SQ. FT. 1.0% 6 CU.YD. 6 CU.YD. SM 8' VACANT :T/ (PUBLIC WATER) PROPOSED SOUTH COVERED PORCH: 103.1 SQ. FT. 0.5% 3 CU.YD. 1 CU.YD. 111 L11 PROPOSED NORTH COVERED PORCH: 186.6 SQ. FT. 0.9% 4 CU.YD. 2 CU.YD. PROPOSED NORTH DECK: 255.6 SQ. FT. 1.2% 5 CU.YD. 2 CU.YD. � DWELLING PROPOSED GARAGE 749.1 SQ. FT. 3.6% 75 CU.YD. 25 CU.YD. (PUBLIC WATER) HAY BAY OR SILT FENCING PROPOSED DRYWELLS: 8'dia,21 VF - 28 CU.YD. 10 CU.YD. I WATER IN BROWN FINE SAND LIMITS OF CLEARING TO BE SEPTIC TO REMOVE 1001 CU.YD. 100 CU.YD. [� _�__._�_ NO MORE THAN 20'FROM PROPSED SEPTIC 175 CU.YD. 25 CU.YD. SP PROPOSED WORK AS _ I INDICATED ON SITE PLAN 1 EXISTING SEPTIC TO REPLACE TOTAL: 3478.2 SQ. FT. 16.6% 6611 CU.YD. 291 CU,YD. 1 EXISTING PUBLIC WATER ON SITE UTIL / TOW EL 8.0 EXISTING PUBLIC GAS 17' POLE S 09°0212611 +/-EL 12 200.1 1 MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: 11/30/,2017 - - - - - - - �� 1 X6.1 NOTE:WATER ENCOUNTERED 5.2'BELOW SURFACE a1 x6.o 70X B.o x/ i - - - - 7- - EL.0.8' �xs.o ZONE-TAE / // -/\ 7 �-1��/ \ �� �(�. N EL. / o ,,DW/ ZON E X / - \ \ 6 �,�QV V' �/8X3�1 TEST HOLE DATA a; 7.5 x7.D 7.5X Q �'`�+ DW/ McDONALD GEOSCIENCE /�\ N xOi I- � / zox B.o / 1 /X5.0 � / / 5.0x I /1 _ I a DATE:09/13/2017 / i B.o� i 27.5' \ / 28.81 W 40 a / 0 X _ / \ -,.!""i RAGE A APP 1 �.� STORM WATER MANAGEMENT DETAILS / 6.0 X 10'min. / \I ` 1.10'min. OVEDASNI)TED - �- - '- 1-'- - - -��� - - - - - - - - - -" - - �- - _ ........ - - - - _- - M FI EL.9.3 �qj -a�- N.T.S. W m _ ////�� I 1 7.OX / � TEST HOLE � -' _ - - \ - /''; \ / •� of EL.6.0' / DATE: B.P.#_ ! ! ��j 48' zs z3.o' Iry ! I RN 3 17.5k BP --__Z�.o1 FEE: �.2�BY:� I I I 0/ Y /2 STORY � •�'� ' \ o O NOTIFY BUILDING DEP NT AT I I I �/ 8'0 X FKAMED HOUSE, a - \ / \ �•� \\ -31 (� N /FIN. FL. EL.1�1 \I I / _ \ x 9.0 D\k/ I 00 O 765-1802 8 AM TO 4 PM FOR THE PLUMBER CERTIFICATION VACANT I I IQ i/ / , \ -,,,.- �,� s� \ \ 8X4 \ / R� FOLLOWING INSPECTIONS: ON LEAD CONTENT BEFORE O/I -- I -- •Z ��A I I -- , I x \ 0 / \ / DW FROM 68i OGEE GUTTER-STANDARD 51' a 1. FOUNDATION - TWO RECIUIRED I 1 6.0 /`• / 8.0/ - P E kNo.N NOTES: FOR POURED CONCRETE: CERTIFICATE OF OCCUPANCY n I ��Q/ I PR PP OF SEPTIC ARE I \ _ X - _ _ X 9.0 PVER }32.3 2. ROUGH =FRAMtryG p(.I1MBwG SOLDER USED IN WATER '�+ I I I I _ _ \ M , - --�=� a�G�`° Icys 8 22a 2� 1).EXECUTION: L r b. \ •I' 3• I_ j 5 ' i ��\ / LO�N RANCg S�gA 692 13 S�gAG�'2 A).DO NOT BEGIN INSTALLATION U aT[L SUBSTRATES HAVE BEEN PROPERLY PREPARED. \ UTIL 2).PREPARATION: s. INSULATION � SUPPLY SYSTEM CANNOT O I SX3 I. _ � '� �. '� � 7.9' u, i� ' 'j \DW/ �. '' POLE I �GgFAON�VA A).CLEAN SURFACETHOROU�HLVPRI0RT0INSTALLATION. --- - 8.0% O 4. FINAL - CONSTRUCTION MUST EXCEED 2/10 OF 1% LEAD. z 5 /► I 3.2 W 1 16 6.0 /•,� x - �� �X O\ A`IE 6 6 - \ \ ��1f 1 � B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR BE COMPLETE FOR C.O. 8.0 X ------------------X_6 / b ,_ � \/ `'' Q. ACHIEVINGNT THE LED METAL S,S FOR AND SUBSSURFTRATE IN UNDER RCONTHE WITH PROJECT CONDITIONS. \ __ METALS WITH PROTECTIVE BACKING PAINT. ALL CONSTRUCTION SHALL MEET THE8'0 ` "-b.�r'" y 2 - ` - i 80 ' ' / \ \ 3.INSTALLATION: I 0 _ A)•PERFORM WORK IN A REQUIREMENTS OF THE CODES OF NEW /I i 6° \ i // i• U� - I 6W F O 8 0/ B \ CCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. T/1 1)•-7-rER TO BE•PITCHEDTOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. V 1 YORK STATE. NOT RESPONSIBLE FOR ti; / rte- -- I -x \ / �\N Li,! /l 7,OX =+\ 4� EX.1 STY�Op�E '_'_" 8 0\ d EX\S G� \ 2).SHEET METAL)PIN LENGTHS W?TH WATERTIGHT JOINTS. / DESIGN OR CONSTRUCTION ERRORS. _ PRP \ SH COPPER/LEAD:FEN T,ND SOLDER GUTTERS TO DOWNSPOUTS AND \ i -f-X-*O n-bEMOLISHE i \ G 8'0 ^ TRUSS IaLACAEIDIf�'a RmQU"RvD ;_ 8.0 \ I - ACCESSORIES. lQ / 30.9 6.0� _ B).ALUMINUM:RIVET ANC:HULK WITH A BUTYL SEALANT SLIP JOINT DRY WELLS TO BE 10' MIN. O v Q1 I CONNECTORS. AWAY FROM HOUSE CONCRETE -/ O 3).CONNECT DOWNSPOUTS T°STORM SEWER SYSTEM AS INDICATED.SEAL O / �/ I I \ 8.0 X \ CONNECTION WATERTIGKT. v � � RIG /// // WASHOUT� \� P\N' HT p w y S 4).PROTECTION: i y p O Q r COMPLY WITH ALL CODES OF \TOPSOIL / 'CP E�g� BPR�'�°Ee`o\NG• \L�1 \ A).PROTECT INSTALLEOPROD5CTSUNTIL COMPLETION OFPROJECT. p O p HT1 O F �'�Y ��C\S(\N O�S�QO Rel B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL F�I••i NEW YORK STATE & TOWN CODES �� I� Lc�caTION , COMPLETION. (� Xs.o / \ / I O`I RO O V ! tom✓ =S01JR0 AND CONDITIONS OIFQ\Pc�'�LLQ / MWATERETER \ 1 / / 7.0 X etc TOWN ZEA _ G `N LOCATION: AREA: 100%RUNOFF DRYWELL(S) TOTAL DRYWELL x @2"RAIN/HR.: TO INSTALL: CAPACITY: La I ; �...a x6.o � - I Q� � \ � V ` A` `B�� PROPOSED HOUSE (3)8'dia.,Ydeep \ C V DWELLING \ 2212.3 SQ.FT. 309.5 CU.FT. 381 CU. FT. (� ---�•-� +.+� vFF � „v�l�w � � Q ` ROOF AREA: " (127 CF ea.) ELECTRICAL - _ OLE 136,, i� (PUBLIC WATER) O INSPECTION REQUIRED >�° n°51 I'` PROPOSED GARAGE; 903.6 SQ.FT. 150.9 CU.FT. (1)8'dia•+4'deep 169 CU. FT. 2: _` 2 J \ ROOF AREA: ( 9 CF) EXISTING GARAGE (1) 8'dia.,2'deep OCCU PANC/Y nc? �\ ROOF AREA: 445.5 SQ.FT. 74.4 CU.FT. 84 CU.FT. USE IS UNILAVkvfw 1 ,I � • (84 CF) \ PROPOSED DRIVEWAY: 1400 SQ. FT. 233.8 CU.FT. (2)8'diC ea.)Yde254 CU.FT. WITHOUT CER !F DWELLING (127 CF ea.) N E OF OCCUPANCY' (PUBLIC WATER) DWELLING �, aj (PUBLIC WATER) �° ON c^n o + o � U SITE PLAN Ln DRAINAGE ClSPECTIONS ARE REQJ"'iED \ � u Contact 706 Engineering at 78,5-1580 before � SCALE: 111 = 20'-0' � � � 161 �. Backfill,OR Provide Engineer's Certification � 0 � that the drainage has been Inst,311ed to Code. 1 ,� PLUMI34NG v Cn N v ALi'.°LUPtIBiiVCi�h'kSTE ori] ''&.WATER LINES NEED Blowier or TIS` r�7 'BEF-ORE cool~ I�vG 4nd duct��©r , testing required. w must provide Manuals p DO NOT PROCEED WITH: D,J and S as per FRAP,�fNG UNTIL SURVEY \.. Ener Code OF 0 NYS gy FOUNDATION LOCATI r� i L} HAS BEEN.APPROVED, ,_.I ' AUG 15 2019 �lI exterior lighting - Installed,replaced or yrcp^fired shall confonn } to Chapter 172 = = uV cf the Town Code --- 1000 �Lullll 111111111111 ON 1 z: Imm I LU IIA I L.11.11 _f I 1 11 1 11 11 1 1 1 11 1 fill I I h,4111111 _n 7 _Ll I fill lizfl,"I 11 � a iLU _ O ). �« FIN.FL.:EL LOA 1 W, _ _ TOP OF FOl1N�ATION E�10.0 -. '.I. - --__ Iy av_ ... '�r.e�' Dl�t'1 YV 1V: M11 M5 PROPOSED PROPOSED TOP OF FOUNDAT ON:FL.9.o ROPOSE i1 PROPOSED .-•-.- L4?(tEB�e EL e,3_ CL - - : � � .� . .. . . .. . . .. . . .. . . . .. L `J':::"��i`.:`�::.: ,>:'•� `. ':.�. �;::;'.;:: •�''I'° SCALE: 1/411 11 011 RI AY EL. ? � EL 0 EL 8.0 ���� �'\�'�, to a�n �iJCtn r r �,� EL.8.0 FPROPOSED ..-._._,...- I � �� 0- PROPOSED - _: - -_ _ _ - - - EL - - El- - - i_LW-alli�Ill� 'n. 1p JOB#: PROPOSED EL.6.0' _ - - - `- - '-- - - _ - -- _ -- -- - --(' i-- - ur-a.i�i• uw_=1 «- y EXISTING -�, Monday,August 12,201 EL.5.0' - - _ - - I - fI EXISTING F aI EXISTING EXISTING EXISTING EL.9.0' ?t FLEETWOOD, ROAD! EXISTING EXISTING EL.7.0' EL.7.5' EL.7.5' \L EL.8.0' SHEET NUMBER: EL 6.0' EL.6.0' (1JJ EXI ING EL.4.0' SITE SECTION P,r Lk RE, REVISIONS: DWELLING VACANT PUBLIC WATER I :T-l/ 1 i ( ) � I DWELLING I Ir y �3 5 � O� 67.000' ► (PUBLIC WATER) HAY BAY OR SILT FENCING Q LIMITS OF CLEARING TO BE NO MORE THAN 20'FROM W --�--a- O PROPOSED WORK AS INDICATED ON SITE PLAN \1 u ' ESTING PUBLIC WATER ON SITEPUBLIC ,000�3�05 S 09002'26" E / TOP OF OING UNDATIONGAS EL 12 200.11 rT� ZON E AE //8X3♦ V O N o I�D\X1/I ZON E X / - ♦ o �'�� /8X3 of EL. 7 - N cjQ 11 DWI O / 27.5' NM / 1° / \ _ / I GA I I-1 ` 40.0' V� / R G 19.3' v 10'min. / ♦I ` %10'min. "' FIN. FL EL.9. MTEST HOLE — — / 8 �< / EL.6.0' i ,`, 48� 23.0' • N ��.051 fTl �y / \\ e ASN '�G. 131, ^O/ /2 STORY ti- ,/ \ 0 V1 V/ 0 0 _ — FKAMED IHOUSE, P _ � - \ _\ \/ -'t .♦/ /." \ \ / ' - /FIN. FL. EL.12-1 B,PCoVACANT 18X4 DW 0� ' �� N � � DW 6'6. o u O w PR BBLE OFA A SEPTIC EA �``'i q,0 Z co 0.RpNCE S�ePC e2I3 1 4epC�1z O — I $W / `i.b----- a 7.9' Cn 1�. ./-�I�DW/I- \ \ 0 ------ . ._l,,�•/ 231, w o 0 I ; ��• { 8X2 F \ H 3 \ Lu i•I/ / STY - /� / i TO BE MOOUSE - `w_' U L1SHE i I l`/J 3p SI it '-- ---L-- ' i \ �CONCRETE I � rI \ oO / �/ \ WASHOUT P\N OF V.► ° �J1 00 / I TOPSOIL I PQE�pCE 5\O\Nc" /`� / \ LOCATION \ QRO GERO R�10 V \� /WATER / REQ` e\G uj / METER LL In rn o _ U o DWELLING ° m x,36 (PUBLIC WATER) o �. c. cz � rz cn DWELLING (PUBLIC WATER) DWELLING (PUBLIC WATER) w d g 0�� o 3 � SITE PLAN SCALE: 1" = 20'-0' x v j n DRAWN: MH/MS 6V SCALE: 1/4"=1'-0" 14c r' Ft,? JOB#: ' S s Monday,August 12,201 `r SHEET NUMBER: S-2 ROOF: ROOFING: GAF TIMBERLINE LIFETIME ULTRA HD ARCHITECTURAL SHINGLES REVISIONS: FASCIA: 1X8 VERSATEX RAKE: 1X8 VERSATEX SOFFIT: 1X6 E&CB T&G VJ BEAD BOARD VERSATEX GUTTER: WHITE OGEE ALUMINUM w/LEADERS(SEAMLESS) INSTALL w/MASTERSHIELD MICRO MESH GUTTER GUARD WALL: SIDING: HARDI SHINGLES.SIDING MATERIAL AND COLOR TO BE VERIFIED - - — - — - — - - — WITH OWNERS PRIOR TO ORDERING AND INSTALLING. CORNER BOARDS: 5/4X6 HARDIEBOARD ROOF FREEZE BOARD: 5/4X8 TYPICAL,5/4X16 BEHIND BRACKETS VERSATEX. FYPON BKT14X16 SOFFIT BRACKETS(AS SHOWN) BANDING: 5/4X14,5/4X8 VERSATEX EXTERIOR CASING: VERSATEX STEALTH SURROUND, HISTORIC SILLNOSE,RAMS HEAD TRIM DECK/PORCH: GARAGE ROOF BRACKETS TXT CEDAR BRACKETS PORCH COLUMNS 14"X14"HB&G FIBERGLASS COLUMNS PORCH GIRDER WRAP: IX VERSATEX(VIF) — _ JAI= _ — _ — _ — _ — _ — _ — _ — _ - - - - — - —- — PORCH CEILING: 1X6 E&CB T&G VJ BEAD BOARD VERSATEX w/PERIMETER,4"FIELD TRIM(PANELS) DECKING: 5/4X4 MAHOGANY DECKING RAILING FIBERON SYMMETRY COMPOSITE RAILING O Hill EJ I I I I I I I I I I EXPOSED FOUNDATION: UNFINISHED LANDSCAPE: RETAINING WALLS: PROVIDE OWNERS OPTION OF ACQ VS.CONCRETE co -N - - - - - - - - - - - - — RAMS — — — — — — — — — — — — O � RAMS CROWN TRIM ON z 5/4X6 STEALTH TRIM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I w 5/4X4 STANDARD ED $, t$4- 0 t I pi 4 �� FSI HISTORIC x # E3 HEAVY SILL N05E �l 1�T Tt� ;- J ` EXTERIOR TRIM DETAIL VERSATEX TRIM STEALTH SURROUND TO BE LULL 7 Ll O INSTALLED ON ALL EXTERIOR OPENINGS 4— EL.12-L tt -1 t Et—r t�t I I1 . - — - — - — EL.1 .Z - - - - - -= - — - — - — — _ F+i I TT IF W PROPOSED SOUTH ELEVATION- SCALE: 1/4" = V-0" Q O � o Q � w � w w x o � V � � U �l — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - ►--i o N v m M ° O epi 4+ v 0 � v tt � � -011x 't �n � v I _ _ 0 I I 0 W - - - - - - - - - - - - - - - - - - - - U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o N u x EL. 12.1 EL.10.7 yL fIy 6 ELEVATION- DRAWN: : MH/MS SCALE: 1/4"=1PROP0SED EAST JOB SCALE: 1/4n 1 -0n Monday,August 12,20I SHEET NUMBER: A- 1 ROOF: ROOFING: GAF TIMBERLINE LIFETIME ULTRA HD ARCHITECTURAL SHINGLES REVISIONS: FASCIA: 1X8 VERSATEX RAKE: 1X8 VERSATEX SOFFIT: 1X6 E&CB T&G VJ BEAD BOARD VERSATEX GUTTER: WHITE OGEE ALUMINUM w/LEADERS(SEAMLESS) - - — - — - — - — - — - — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — INSTALL w/MASTERSHIELD MICRO MESH GUTTER GUARD WALL: SIDING: HARDI SHINGLES.SIDING MATERIAL AND COLOR TO BE VERIFIED WITH OWNERS PRIOR TO ORDERING AND INSTALLING. CORNER BOARDS: 5/4X6 HARDIEBOARD ROOF FREEZE BOARD: 5/4X8 TYPICAL,5/4X16 BEHIND BRACKETS VERSATEX. FYPON BKT14X16 SOFFIT BRACKETS(AS SHOWN) BANDING: 5/014,5/4XB VERSATEX EXTERIOR CASING: VERSATEX STEALTH SURROUND, HISTORIC SILLNOSE,RAMS HEAD TRIM DECK/PORCH: GARAGE ROOF BRACKETS TXT CEDAR BRACKETS PORCH COLUMNS 14"X14"HB&G FIBERGLASS COLUMNS PORCH GIRDER WRAP: IX VERSATEX(VIF) -_ PORCH CEILING: 1X6 E&CB T&G VJ BEAD BOARD VERSATEX w/PERIMETER,4"FIELD TRIM (PANELS) — I I I I I I I I I I I I I I IDECKING: 5/04 MAHOGANY DECKING RAILING FIBERON SYMMETRY COMPOSITE RAILING p I D - _- - — EXPOSED FOUNDATION: UNFINISHED 00 - - O) 001 I LANDSCAPE: RETAINING WALLS: PROVIDE OWNERS OPTION OF ACQ VS.CONCRETE O 4z - - --- 1 1% -- - n — — — — — — — — — LLU' RAMS CROWN TRIM ON ( Z V - - - - - - - - - - - - - 1 4 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 5/4X6 STEALTH TRIM I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - I I r I V1 W t t 1 t t. };, t)t�1 t tf f� ; 5/4X4 STANDARD t t{ I STEALTH TRIMi till HISTORIC tit + 4y. HEAVY SILL NOSE W O # T r1,�} ,t r t :W - - - - - - - - - - - - Z O I mr171 IIIIIIII IIIIIIIIII I I lid I I I I I FT-�T I EXTERIOR TRIM DETAIL a _EL.12.1 _ _r IT _ _ _ _ VERSATEX TRIM STEALTH SURROUND TO BE O INSTALLED ON ALL EXTERIOR OPENINGS ^� - - - -EL.10.7All - - - - - - - - - PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" � � o Q � Q H w w � w w x o U � H u U - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - 0 v m o v XU Qr U c ww cz r--q � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - h Ln U U cncz c ., O _ I CD �I H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =LT4 - - - - - - " — - - — - — - — - [11 EU O f1q, iti CJ.aktl� Pal -+{"1iFllr,-� 't!(i'�- tl! 'R'CIf +} i rrt 1 1 11 1 11 11 111 JilR I I 1 11 11 1 1 1 11 1 11 1 11 11 1 1 1 1 1 1 1 1 11 1 11 11 1 x EL.12.1 I - — — - - - — - — — — — — — —1 tj — 1 1 — — — —itt — — — — — — 4 17 f Ir 11 EL.10.7 DRAWN: MH/MS SCALE: 1/4"=1'-0" PROPOSED WEST ELEVATIONT .:. , s JOB#: SCALE: 1 4�1 = V-011y, M ��? ; Monday,August 12,201 / i � SHEET NUMBER: A-2 REVISIONS: C TOP OF RAILING AT T ABOVE GRADE 35'-23/4" 10 01 10'—43/4" 16,-10" 8'—0" 10 7'-2" 10 01 GRADE ILI 0 0 I r ° d C- d o ° d pi d o I D D D e (6)#5 REBAR OVER w/ a a STIRRUP @6"OC ' A DRAIN TO CONNECT CAPPING, Co r TO DRYWELL(TYPI L) e e D D D 1 a A UP I D- D D THIGH SX8X1/2 L-SHAPE RAILING 4 °^ STEEL OVER OPENING -------------------_-_-_-_ --- _ __ ____ __ _ __ _ __ `° d --_-_-1�- ��.._.- 1' r-------------------------------- ---' -"----- ---s��Hl+-------------- III--------� �� I, II III 4 a I " �' m l l l l l III 1 I I, I II I `° D`° � �, 11111 "' , a ,, I , „ 1 , - WALL FINISH 00 ¢ I I I I I I , I I i 1 1 8"dia.CONC.11 ' ° , I 1 n°�° Hill 111 1 '� 'I I � I I 8"CONC. o°e° ' ° ' VIF w/OWNER 1 I 111 r 1 :PIER 3'BELOW, 1 WALL a 4 4 I I - ^ VIII III ' ' V I I II I % D,° BASEMENT , �,I ¢© GRADE(TYP) I I 17'—0 1/`2 , cY x I I I I 8 —1 0�14�1 I ' ' '0� co a e D - D O - " I ' N"J OU OOR SHOWE ' ' 1 ° 4 CONC ETE STAIR i i DRAIN TO DRYWELLI i (.0 ° w/STONE TREAD 00 1 , 1 ¢ VIII , I I II II II I D- e D D •ID- DOOR II II II ly (2)2X16 AC (2)2X6 ACQ __ ___ __ °°e a ° 4 FTG. ° ° D I1 ` +____________________i 4 i i ' --- ri - D ------� 1 " i ' i °<e• 4 a° 4 FLUSH DRAIN p� " ° ° A 1 ° d 4"CONC.SLAB ° 4 TW� a i i i , i 1 ; a w/STONE TOP V1 1 co O t 1 " 16"X8"CONC.FTG. „ 1 1 I T11110 14"WOgD;I F1 P16 OC 19'-51h 1 I (2)#5 REBAR 1 1 m 1 , 1 1 �' DRAIN TO CONNECT O Q TO DRYWELL(TYPICAL) r. 16'—10 '„ I 1Of—51h 8 —6 17'—0 1/2 I I__ O 10 ---- I -- TYPICAL STAIRWELL DETAIL W ' -------.(2aJ3L4X14�dL------- 1 II_-- -----------(2�13/�xL L ; w - - - - - - - - - - - - - - - - - - - - 1 III 1 11 I I I , f -----------� -------------- ---------- 4 --.-st �. ��������«� " I O n t 3'-6"X3'-6"X1'-0"CONC. I it Lc) I • V ' 1 1 ' W nl -=i+1--• r I 1 1 h I --m #5 REBAR ew 1 1 - i �- _� w iii =N iu a N i p iii n1 nI r- 1 co n1 r-- ----- ---------- --- i ,1 III x 1 III x ' 1 Z I1, I I III N III N ' I - X`1114 _ _ n - I - III N Lo III.N^.. I 1 x O 111 -----? I11 III I - d' f- 111 ----_ ^ C III I I I , TJ 1110 14"WOOD-1 F1 P16"OC oo I 8 —Q p 1111 II, I III 1 I y n 111 III � I I I I IIII 12" i .CONC.PIER �� 1 �' i x iiii I I i CYIIII 2'X2'Xl'FTG. `(-I+I--+l 11nj - I 1 v lilt 0 ' 3'BELOW GRADE "' r �1IW___+ 1 ' ' <till - ' III Q' I D ' -1J - ITI V < i I ¢ 1111+ , 1 ,I, 1 1 I x Illi ¢ 2X10 AC D1 16"OC 1 111'1 p N IIII -N L21 I- 1 I I nn a 1 111 - - ";;;; FINISHED FLOOR Q „I v nl N 1 4X4X1/4 STEEL C LUMN �„ I-, I , I I , 1 1 2X10 1111 In¢ 111 3'-o°x3'-o°xr-o'FTG. 111 1 ++ I " 1 EL. 12.1 TOP OF PORCH I,I� III i'V ' ' I 111 Id. l I ' - --L--' I ' I DJ@16OC r--IHI-- '� III •--- I L-. I I I I Ir-Tiff-' I I I 1 O III x 111 I I J m^ III I X U I I I I 1; QT ; I I I J Ln EL. 11.5 O. III 1 I 1 I I I I I`I2"dia.CONC.PIER ' � ao •Q' 0 _, I I I I B r T l O B ' ,II I I' W/2'X2'Xl'FTG. I I � '� ^ III I N 1 I I i I I •--IHI-- 1 I I I 1 ' ' I I Ili 1 I I I I I Iln 1 I I I , "' 1 _11L_;13'BELOW GRADE - 2 1-3/4X14 ML TOP OF FOUNDATION: ^� I_-� 111 I O I i 1111 I I I I , , , III p 1 r=te " --_+ I I Lu IIII I I I w M III I ' I 111 , 2X10 ACO DJ (a16"OCiii i • ' ,�. � nl , 1 I �„nn I 1 I I EL. 10.7 } O, I ; ;`�Q ; �IIII F--1 O w N ; ® 1 '® I I, `--Irl--' I 111¢ , , I I II11 I I I W U 0 4X4X1/4 STEEL C L)JMN 1�� , ' 4 1 1 O U III ' III I I Vint I II I 1 q 1 111 111 x EDGER BOARD TO BE FASTENDED 3'-0"X3'-0"Xi'-0 F'fG. ,,, ' 1 I ¢1111 I I I 1• I �"N 1 TO BUILDING WITH TIMBERLOK® j� - APROX. GRADE' EL. 8.O v v I I iii`� 13'-5" till i SELF-COUNTERSINKING SCREWS - `2 a lII ® O III I I N IIII I I I I I i BY OLYMPIC MANUFACTURING 00 n 00 iii LEDGER BOARD TO BE FASTENDED; i N iii n 111 TO BUILDING WITH TIMBERLOKO I IIII I I 1 1 1 1 ' i 111 N 111 (2 SCREWS @ 32"O.C.) 1 _ r-1 r -____-___ __-JLL____________________ __� x S+NKING SCREWS ^ Ii11 A1yUFACTU RING u, " r-------------------------------------iH �� yn1 (2 SCREWS V32"O.0.) I 112"dia.CONC.PIERr-T''T-- 1 1 I I 111 I � 111 V III � 1' II I I -------------'1�---------'' d� ,w/2'X,2'X1'FTG. II 1111 ' ' ' I I BOTTOM OF FTG. - "`d 3'BELO)WGRADE�L-liii_� i Il 1 I I 00111 : r •�--�-,r•_~b - �_ L. 5.0 i -- - -- , TOP OF SLAB: TJI110 14"WOOD-I FJ Co?16"OC x 11 � i' o ' t. 1' „ „ EL. 3.0 III - I ' �• "' ' I 6 —11 —41/2 '5 —0 1 - TOP OF FTG. M r o III I n1 j ^ u1 0 , ' III a Rill i ' i BOTTOM OF FTG. x �'° b 9'-31/2" 6'-0" EL. 2.7 5 V 111X I I EL. 2.0 �_ ° IIIN , ' 1 III 1 00 , , , t'-A U f� nt N 1 i 4X4X1/4 STEEL COLUMN I I I `� X O m ,� , 2'-0"X2'-0"Xi'-0"ATG. —21/4 4'—61/2 1 —, 12'-113/4" SLI 17'-01/2" w u x r--Ili_-, r - -11 1 ' •_-_{}-_ • _ - 41to ++ WATER: EL. 0.8' ° 1' 0o i i 17 da 2)2X10 A-- - - �• ^iii i u n +~ moi• �1�,'i LQ \ `� I I I co 1 O\ \O Cn Rill 1714 E Q) Ln .\ . iii o W If I , I H IIII I I I -1 i, .+<,--:-•-:si- -. ------ -� rl�'^•�'-^�y' !a IIII O �! IIiiv �_a I F+, 0 2x10 Ac D1 16"OC c ;" 41 7" 3'-9" 8 -115/8" 8'-115/x" 1 111 x N X I I N U +III N \ O N I I 5'—1" __N 8'-4$$ 17'--111/4" cn 'n' --112"dia.CONC.PIER w/2'X2'Xl'FTG. r ' ' 3'BELOW GRADE - E N \\ ' ' :d o c S PROJECT NORTH FOUNDATION PLAN '�+'� SCALE: 1/4�� _ 1�_011 Pal.o`q0 2 2X1 AC ' .� U 1 --------------- I 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". 4).PROVIDE�X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES x, EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. TO BE INS7rALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS 6'-21/2" '-43/4" ' RESIDENTIAL CODE WITH A BITUMINOUS COATING. SILL GASKET. 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A 6 Q UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUMI 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. / 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. < �D = C,y )� Q INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 6).DOUBLE UIP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE �. S WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE BLOCKING;AT 8'-0"O.C. (MAX.)AND MIDSPAN. vy V D REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 7).PER R302.113 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL g r ; JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE SPACES): UINLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL 1/2"SHEEf'ROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I DRAWN: MH/MS a:� SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO JOISTS OR STEEL JOISTS).T11 FLAK JACKET TO BE USED IN PLACE OF STANDARD • - ;� ���� SCALE: 1/4"=1'-0" MORE THAN 16 FEET. TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). JOB#: 8).FILL VOID,,BETWEEN JOISTS,AT POINT LOCATIONS. '-.:' A `;, }�� Monday,August 12,201( ::- SHEET NUMBER: A-3 REVISIONS: 35-23/4" 27'-23/4" 8'-0" 9'-51/2" 11 -113/4" 5'-91/2" 10 RAILING PER CODE SLAB ON GRADE C DN ; STEEL FLITCH (S) O O PLATE PER PLAN 2'/zj TW3062 2 46 O O 5"w X 5"w X 3/8"t STEEL ANGLE CLIP (3)2X10 HD (EACH SIDE OF BEAM) O O 0 2)13/4X14 ML 0 0 0 0 0 21/,1 °o °o 72 iEm n0 2� p OUTDOOR (p MICROLAMS o I XI MASTER BATH o W N SHOWER I (o PER PLAN O 12' 11" C° rv,' 12'-11 1/4" x X .tt a \ O O 5/8"dia.CONNECTION BOLTS r 21/z" W x "+ ASTM A307 GRADE A(60,000ksi) O o WITH WASHERS AND NUTS p 3'-0" O @ 16"OC (STAGGERED) (TYP.) 5/s"dia. N ? TJ1110 14"WOOD-1 F1 16"OCCe �L,000 LINEN ------ 2'/z" Co 00 - O x Lo 3'-83/4" 0 3'-81 5'-21/2' 7' 61/2' A STRUCTURAL BEAM CONNECTION DETAIL z HALL N WALK-IN g A MASTER BEDROOM `-'N CLOSET � , IQ D = I I _- W W I I NTS a I 81-1191 � I Q) �c � 19'-51/2" I I T11110 14"WOOD-1 F1 16"OC _ p O iol I o 0 10'-111/2" 8'-6" 1M1 N 0 rs'�, - _ 2}1-3/4X14 ML . _� . _ i i ►-+-� � '-4" IN. Con 2'-6" .--� I I W ( o 2)7.1/4 ML(BOX OUT TO MATCH) BLT.IN 0 BLT. IN � MUD o L0 rqgo HALL ^ 0 ROOM : i� 3° 16" 16° 14X14 FG COLUMN I , .,I I v o ;n w/6X6 ACQ POST 5'-0 5'-01/�>, 7'-0" M w 4' 2" 7" M� 5 21/2'' (TYPICAL) i 'WOOD BURNING FIREPLACE SOLID-CroNJ ' O O ' w/FLUSH HEARTH W/STRPPPI 3)2X100 oc AS SELECTED BY 2 4" 2'-s" 2'-8" STEEL PLATE C = OWNERSz O Ili _ 1 " O i l p w o 0 2 -21/2 p 9/2 N 3/8"CARRIAGE BOLTS @16"OC _ Lu ' I v 00 n O O V STAGGERED TOP&BOTTOM ' N x if) HALF f -- - =w N o 81-0f$ '' DOUBLE @ ENDS MP.) v M LIVING ROOMW BATH --- - zo XI C z SINGLE FLITCH PLATE DETAIL W DECK PORCH I I I I I I I I I I NTS o) I l (UPI 14X14y; 2X10 DF#2 DJ Ca),16"OC ' I ' ' ' o B COLUMN I I i a• ,� ± W I I I I I I I I I I I I O 1 2XGd6 DF#2 CJ I 1 I I I Cp B r:" 4'�� 16" � 16" ' ^rl (2)1-3/4X14 ML ' - - 16 OC w I i i i i I� 2'/z Q p = I I 'TJI110 14"WOOD-I F1 r7a 16"OC„ o PORCH 01 i O O O W O Z oo I I I I STEEL PLATE I""�1 ^ Lu " 13'-5" o �' oo 1 1 ENTRY x o �' 0 0 H W I x I I o I I I I 2'/z� W � •'- X O I I I I I W x x 1 I , N ��, d 1 I I I I 5/8"CARRIAGE BOLTS a 6p-51/2" o '- 1 " �* I I I I m 17 0/4 8 -10 M V I I I I I @16"OC(TYP.11 - " M I I I I 0 U I I T11110 14"WOOD-1 FJ (a I6"OC � � 3'-10 ' ' I TW3862-3 14X14 FG COLUMN I I I I " (TYPICAL) I MULTIPLE FLITCH PLATE DETAIL o I 4-0 w/6X6 ACQ POST U ' (3)2X8 HDR (3)2X8 HDR ; I I (2)1-3/4X14 ML 3 2X10 HDR _-------------- 3) 9-1/2 ML i i i NTS ITW2646 6'-0" ffl �qojl L1031 UJI Roil x ` � n 00 0 @ K+ @ @ O T-_ N v O O O OI m Mco r r 4 4 , 4'-81/4" 6'-01/2„ 1 TCN I 6 1 I n j ---- o � c� +v� I � '^ CENTRAL VAC TO BE INSTALLED ,`�I '� KITCHEN FOR HOUSE AND GARAGE. )2X8 HDR r,' I RECEIVER LOCATIONS TO BE x �� DETERMINED IN FIELD WITH OWNERS y °r E %+9 DINING ROOM V Q� \ / ! 4c, U all/ (3)2X8 HDRN v •-- v TW2646-2 _ (3)2X8 HDR 0-0 O (3)2X8 HDR W I TW2646 TW2646 I 00 N i '/\ °° Co (D W /SCREENED-IN PORCH \ o LOCATION: 1ST. FLOOR AREA: 2ND. FLOOR AREA: / CATHE AL CEILIN I U p CONDITIONED SPACE: 1531.8 SQ. FT. 1155.5 SQ.FT. SCREENED IN PORCH: 212.3 SQ. FT. \ �cp q) \ 00 'Spy / �,L} 00 NORTH PORCH/DECK: 443.5 SQ. FT. I / \ I SOUTH PORCH: 103.1 SQ. FT. (3)2X8 HDR 4' 43/4 3'-9" 5'-5" lid 7'-11/4" le 5'-5" o 6'-11" '-41/2" lo GARAGE: 747.5 SQ. FT. 616.7 SQ. FT. 16' 0" 8'-13/4" 17'-111/4" 9'-31/2" U x 1. USE 3/4"T&G ADVANTECH ENGINEERED SURFLOORING,INSTALLED WITH 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE D 1ST. FLOOR PLAN RING SHANK OR SCREW SHANK NAILS AND'SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. i 2. PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE(NOTED. 10. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF: R21,EXT. SCALE. 1/4" - V-011' 3. SCREENED PORCH PLATE HEIGHT AT 11'-3 1/2". WALLS:R19,FLOOR: R21.EXTERIOR OPENINGS MAX. U 0.30 11. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. y, 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT PROVIDE HOOK UP FROM STREET E 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE S GAS TO HOUSE AND GARAGE. AREAS. �� CONNECT FOLLOWING TO GAS: N S PROJECT N0RTH 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL,WALLS ABOVE AND UNDER 1. FURNACE(S) ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 12. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 4V . c - 2.INSTANT HOT WATER HEATERS) W 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL SEARING WALL OPENINGS 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. y�,'� �`, DRAWN: MH/MS 3.STOVE/RANGE/OVEN UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK t ? SCALE: 1/4"=1'-0" 4.HOOK UP FOR OUTDOOR GRILLE(TBD) STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 14. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS + JOB#: SIDE FOR MICROLAM HEADERS. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. fir = INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. t' Monday,August 12,201 8. INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS15. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. SHEET NUMBER: (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, "a, FRAMED CHIMNEY/DUCT CHASES,VENTS,(PIPE PENETRATIONS,etc. •Q�..�.,... ..� PER CODE. A-4 REVISIONS: C 35-23/" 27'-23/4" fK' 8'-0" 9'-51/2" 7'-61/2" 10'-23/4" 10 TW3046 AW31 6.10" (3)2X8 6 (3)2X8 HDR ' , PLT. ————————— '--- --+ HT. i 10 DF#/('06"OC Nk 13 - - 6 -63/4 l 910 WALK-INCID SET I W O `� Q . I I Y[7 i� BAH 2'_q STEEL FLITCH (S) O 0CATHEDRAL CEILING cV I NCI. l PLATE PER PLAN - — - - - - 2X10 DF#2 CJ QUEEN 2'/z{' 16" + 16" O @16"OC r••• ~ ww X BEDROOM a 2/z A 14 - r4 - OO po ^�? NO. 2 t Q O A 5"w X 5"w X 3/8"t STEEL ANGLE CLIP M / W ., = 1 (EACH SIDE OF BEAM) O O O —0�/„ 2„ 5�_0'� 2, „ EDROOM No. 4 ° o ° 0 2,/,l / 4' 1 1/2„ '-5 5 r� I o / I � ' u W W a N 0 MICROLAMS 0 4'-0" I :o N it PER PLAN ° ( I o z -I p N v u- m I2'/" 16" WI _____________ I N `t E m v O O 5/8"dia.CONNECTION BOLTS O V ' (2 9 1/2 ML BEAM N 7'-61/2" LL `" ASTM A307 GRADE A(60,000ksi) 0 2/z o w _ WITH WASHERS AND NUTS Q _ 2-6 , N O O @ 16"OC(STAGGERED) (TYP.) 5/a"dia. N I / 3'.o" I Q , I I -2X10 DF#2 CJ 016 OC , O 1� 8'_0" Q 14'-33/4" `ID ® O m I STRUCTURAL BEAM CONNECTION DETAIL o = N� -- ----- 8'-0" I NTS DECK N= --- ----- u- o'I LOFT X o x�- 2X10 DF#2 C1 16"OCCN M c 36"h BOOK SHELVZ41E m c- Lo ---------- I rn I I rTl LO ILo 3" 16" 16" B9'-6„ B =N CO 1 0 0 o 2'-6" I I o >- I r- STEEL PLATE04 W QUEEN ❑ .. ' 000 rn 1" 0 QO = i 3/8"CARRIAGE BOLTS @16"OC C) 'Z' M N N ; STAGGERED TOP&BOTTOM �: W LL I DOUBLE @ ENDS(TYP.) H 02X DF#2 C1 C 6 OC x 2 0 D #2 C1 16"OC BATH No. 3 Cc 00 x SINGLE FLITCH PLATE DETAIL w x 17'-01/4 N 8'-10" N I to °' H - NTS wl ------------------------------- U I _I I wl O BEDROOM No. 300 ,�zT,4�i� - 2'/zT 70, D ; 9'-31/2" 0 0 0 I 00 STEEL PLATE 2'/2 0 O 2'-6" 2'-6" 5/8"CARRIAGE BOLTS + @16"OC (TYP.) m lid _� \rVl(V/l�Y/ ' S = MULTIPLE F 0 r ° la' LITCH PLATE DETAIL I O ------ --------- V x o ,/� ' w m � I H = ccs � v: L s NTS Inver~ s ATTIC, A K V 0 /� CLOSET E S C u Eng 5 ^1 Q) 10'-53/4" I 6'-1" to rn U o n I I I , I (3)2X8 HDR � ... � v R, TW 636 I I LOCATION 1ST. FLOOR AREA: 2ND. FLOOR AREA: I 8'- 15/a" 8'-115/x" CONDITIONED SPACE: 1531.8 SQ. FT. 1155.5 SQ. FT. LW SCREENED IN PORCH: 212.3 SQ.FT. NORTH PORCH/ DECK: 443.5 SQ. FT. V C SOUTH PORCH: 103.1 SQ. FT. O GARAGE: 747.5 SQ. FT, 616.7SQ. FT. ` N ------ N S PROJECT NORTH 2ND. FLOOR PLAN W SCALE: 1/4" = V-0" x 1. USE 3/4"T&G ADVANTECH ENGINEERED SUB FLOORING,INSTALLED WITH 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRIESSURE UPGRADES WHERE RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT iGLAZING. D 2. ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. 10. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH OWNER.ATTIC STAIR(OR ACCESS OPENING)T'O BE MIN. 30"WIDE, 3. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 250#CAPACITY. s 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 11. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R21,EXT. '~ 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. WALLS: R19,FLOOR: R21.EXTERIOR OPENINGS MAX.U 0.30 �. � ',1c : A 4 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. � f - e� 1ZcYs ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT j,+'�6 1 t r, SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE f, �5`$� DRAWN: MH/MS 7. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS AREAS. SCALE: 1/4"=1'-0" UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK ,� - 1 `4~,3 �' STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 13. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. JOB#: SIDE FOR MICROLAM HEADERS. 14. ALL NEW PLUMBING WATER SUPPLY LINES TO IBE 1/2"PEX HOME RUNS. . Monday,August 12,201 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS ; $1p SHEET NUMBER: 15. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, OTHERWISE NOTED.,TOWEL BARS,RINGS,T011LET PAPER HOLDERS,etc. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. PER CODE. 16. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. A-5 REVISIONS: C 12 9D 16'r _ ___ _ ________________________________ __ r_----------- - - - _,;-------------, ____ 10�� i I I I II 1 I 1 ' ' 2X10 DF#2 RR P16"00 , ' ---- Jf I I 12 it I I 1 ' 12 +9, i ; ;i i i i 5"OGEE ce 10 ' I N �! 1---------------- ___ GUTTER 2x L i ;- -----------------; I SUBFASCIA , p 9!! I ' I I N ' ' 3 1-3/4Xtl 118_ML___ ------------------------ 7'/4" BLOCKING - ; 14"FLOOR JOISTS Luv O ; + 1X8 FASCIA 1-3/4X14 ML RIDGE 1X6 E&CB �\��y� l SOFFIT 5'/2"SPRUNG A i ' �pk X \1*l t LL A CROWN �t �'� p , I 7'/4"FREIZEce D � BOARD 1 __--------L'L1 0_ I w < ' I N I r- - ; X I LL -x--- - 1-3/4X14 ML RIDGE -- ------------- ' I I , ---------------__ ___________ U ---- T 1 -- - ----------- 12 - ----------------- 0 I I I I ----- ------------- ---------------- 10 --- -- (2)2X10 DF#2 fr X ' I TF N----------- , �_______________�________, SOFFIT DETAIL 1 i 12 SIDING ^ I Q ; 2X10 DF#2 RR 16"OC I i i 2X10 RR(@16'OC- �—COR-A-VENT ROOF-2-WALL ^^ l Lu i i I I SIDEWALL VENT M� ' `------------------- ----------------- ------------- I' _________________'J ___-_.______,, ' ' I I T B I r___________________ II LK ` ' ------------------ x I I1 r------ ---- -------------------- ----Ir--------------, 1 i I I 2X10 DF#2 RIR 16"OC i i i i i ROOF RAFTER FIRE BLOCKING �W I 12 ; CEILING JOIST AIR �� O O I FLOW �-' -------- ------------ I I Q --------- - - BEAD BOARD r�/ W 1-3/8 SOLID CROWN 1-3/8"SOLID CROW O BLKG. z --------- 1X4 TRIM BOARD ________________ 1X4 TRIM BOAR iX6 BEAD BD.SOFFIT E�•-I W I -, --------------------- �------ X2 BLOCKING �oO� Inc 12 i i 1X AZEK TRIM BOARD PS-400 COR-A-VENT Fi] VENT STRIP r-) W- ; 1 � I I I i ; Ix 1 I ' `--------------- ---------------' I N d I I ' --------------- I I SIDING �6 I I I I :,2X10 DF#2 RR P16"OC �NM; ; ; PORCH COLUMN I 1-3/4X14 ML RIDGE 12 I I \Q U ti} ; w 1 ; ------ o o ° OCL 0 i aA0 0 \ � i _2X10 DF#2 RR X16"0C�. TYPICAL PORCH DETAIL N XIt N a I (� m V 12 0 ; " 2X10 DF#2 RR(o?16"OC ; ' UI 2 o x I X u 1Q� 2,'C9T� -------------------- ---- 70 ------------------- -- ------------ e" ------- ----' O^ O iSu2 O ; I I ; F-1 (� In Nin °F#ZL `------------------------------------------------- w b xC 0 2x0 0 -------------------------- -------------------------- v G O ; I 2X10 RR(&16"OC _2X10 RR Ca)16"OC CII 1� I I l o #2 NVQ 2k10 Lr) U m 0 2X10°� y�P la 00C 12 `J� 12 ° N � W � 0 o l `� V Qn 1 o 177° o C i ° o o. U) o X o w1 N O O 0-----_° ° O u 2'X2'X1/4"STEEL ANGLE SUPPORT w/ 1/2"DIA.THRU-BOLTS w/WASHERS&NUTS u (TYPICAL) Q CA E FLOOR SHED ROOF RAFTERS N S PROJECT NORTH 2ND. PLAN TIE INTO MAIN ROOF RAFTERS D V-011 o ' 2X8 DF#2 @16"OC ` W — 1 SCALE. 1/4 — O (4)THRU BOLTS 2X4MINEACH END MP) PLATE pmj� u 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING x MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS COMPLETE. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 11 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT PER CODE. LEAST 3/8"DIA. HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 4. APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND �� C+ A 10. VENT ALL ATTICS(INCLUDING PORCHES AS REQUIRED. USE COR-A-VENT S-400 ;~ ' r DIRECTLY TO THE DECK ALONG EAVES. ) j � pC,'�, AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA 1,Y+�► °�` 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING,IN AREAS W/ RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. . . �t��.. DRAWN: MH/MS 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO CONCEAL VENT. N SCALE: 1/4"=1'-0" 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS da .�l3 +��> JOB#: WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 11. GUTTERS, DOWNSPOUTS, DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. a�KM1�A1 + -4 Monday,August 12,201 SHEET NUMBER: REVISIONS: 1-3/4X14 MLRIDGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REScheck Software Version 4.6.4 12 Compliance Certificates II (2)1-3/09-1/2 ML VALLEY 2X6 COLLAR TIE 48"OC l-3/4X14 ML RIDGE Project �O Erxrgyr Cade: 2015 IECC �Q-�� 2X10 :)F#2Location: CUtchogue, New York construction Type: Single-family OQc� RR@16"OC :N 1 Project Type: New Construction ,�-{- Conditi me-4Floorarea: 0ft2 Glazing Area 21x/6 Climate Zane: 4 (55572 HDD) 2X10 DF#2 CJ @16"OC NT\ Permit Carr_ Permit Plumber (2)1-3/4X9-1/2 2X10 DF#2 CJ @16"OC ML Construction S-te: Owner/Agent: DesignerMori mctor LaQRaND9 HOUSE Mark Schwartz,An_kitect 550 FLErTIVOOD ROAD P.O.Baa 933 CUFCI@DOUE,My Cutchoaue,NY 11935 531-735-4185 mksanchitect@tcq nline.raet CD I 00 Com rllarce: 4-5%Getter Tluan Code Waxlmunt UA: 464 You-UA: 420 Waxlnurn S;IGC_ 0.40 Yau+SHGC: 0-26 LO ® r� Th6%Betb6•w wars Th. cad.Itld.r ri1Br_b hvw dma m C—MRx i+a 11—a i b.,sd en aadr tr.d.off rJ.•. R oo!S Nor pf-ido•,r*v im&tr•f Mrrgy u,t w ewt selvEw M■rriaimur oodr 3/4"SUBFLOOR Envelope Assemblies — - - — 14"T111,0 WOOD-1 FJ @16"OC CUT OUT TOP PLATE Floor 1:All-Wood joizt/TrussOver Urconditiored Space 1,532 0.0 21.0 0.040 61. AS REQ,FOR OPENINGS Ceiling 1:Flat Ceiling or ScissorTrun 1,432 0.0 21.0 0.044 63 Ceiring 2:Cathedral Ceiling 140 DA 21.0 0.044 4 Wan 1-Wood Frame.16'o.c. 1,594 0.0 19.0 0.043 49 O Wirndow 1:Wood FrameMouble Pane with Low-E 49 0.290 14 l SHOC:0.32 O Z Window 2:Wood FrameMouble Pane with Low-E 35 0.290 10 C) SHOC:0.31 (~ WA ndaw 3:Wood Frame:Uouble Pane with L ow-E 344 0.320 97 U SHOC:0.25 W Door 1:Solid 24 0.290 5 IDDor2:Glass 40 0.310 12 — _ _ —EL.12.1 3/4"5UBFLOOR SHOE:4.29 Wan 2:Wood Frarne,15'o.c. 1,290 0.0 19.0 0.443 48 14"TJ1110 WOOD-1 F1 @16"OC O — EL.10.7 ^ Wlydow 4:Wood Frame:Triple Pane with Low-6 5 0.290 2 (4) 1-3/4X11.7/8 d, O SHOC:0.31 4 ML GIRDER 4 Window 5:Woad Frame:Dcuble Pane with Low-6 127 0.320 41 ' ` SHUC:0,25 D r 2X6 ACQ SILL PLATE t �{ Dow 3:Glass 42 0.300 13 > TERMITE SHIELD b SHOC:0.25 SILL SEAL 1 'a O v; 4X4X1/4 TUBE ► Project Title: Reportdate: 07/25118 I STEEL COLUMN d; 8"PC FOUNDATION Data filename:CA1JsersU)raft ng Station Dc�rnentsSREScheckU-oGRANDE.rck Pagel of 2 DAMUNDA F b p. ►• 4"CONC.SLAB :. e. a e. a e, a i_ �Z36"X36"X12" 16"X8"FTG.CONC. FTG. (2)#5 REBAR O 12 11 SECTION A-A z SCALE: 1/4" = 11-011 Q w o U • 4n E-a o 2X8 BRACING @16"OC \\ U U 12 - -- 12 011 2X�o�� ----------- ----------- ----------- F--i 2X10 DF#2 CJ @16"OC 0 M N C O Li CU O _ + r V 00 2'h RAILING - .",,., ., .., 'r '• CUT OUT TOP PLATE INSTALL WINDOW(S) PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(1F FOLD HOUSEWRAP DOWN AT HEAD;TAPE 0 cz AS REQ,FOR OPENINGS (3) 1-3/4X9-1/2 PER MANUFACTURER'S INSTRUCTIONS:SEALANT APPLICABLE); HEAD FLASHING:AIR SEAL WINDOW AROUND w V 2X ACQ SLEEPERS 2X10 ML GIRDER RR BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH @16"OC(YP) @°76"OC BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM: EXPAND- 00 5/4 DECKIN 3/4"SUBFLOOR IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. — - - — EPDM, FLASHED UP OXER EXT.SHTG. 14"TJ1110 FJ @16"OC BUILDAS REQ•IGHT HOUSEWRAP AND FLASHING, 2X10 TAPER TO 2X8 @16"OC 2X6 CJ 16"OC U BLKG. I I (5)2X8 ' ' BLKG• WINDOW WITH ON HOUSEWRAP DETAIL GIRDER CA v 14X14 FG ' COLUMN 1 1 6X6 ACQ p I I POST(TYP) 1 1 1 I �2-^y rn ; ; 6X6 ACQ I I I"I W I I I I I © I I POST(TYP) ® �2" ®/ ® ® �2• E.I 14X14 FG I t COLUMN U EL 12 1 SUBFLOOR I ' FASTENER TYPE: SPACING: 5/4 DECKING I � No.BWOOD-SCREW 11 (I I 14"TJI110 F1 @16"OCMMMMM BASEMBEDMENT LENGTH I6 OC Il I I/ 2X10 ACQ D1 16"OC I I 2X10 ACQ DJ 16"GCI /�\ /�\ `l• / • EL.10.7 @ @ Na.10 NCHOR WITH d. BASED ANCHOR WITH l6"OC I 1 1 (4)1-3/4X11-7/8 21n.EMBEDMENT LENGTH 12"dia. 12"dia. 4 ML GIRDER 4 (3)2X10 ACQ I/91n.tl:a.LAGS CPEW SED AN ONC. ° t CONIC. d 2X6 ACQ SILL PLATE D BA.EMBEDHWiw N B"oc I I I 1 I 1 II I GIRDER BA.EMBEDMENT ENGTH `` I .9'a PIER ,'a PIER ; TERMITE SHIELD vti9y 12"dia. O / 4 II I I I I I I I 3/<APAPLYWOOD SILL SEAL 9°• CONIC. I I I I GRA APA RATED YWOODHEA KING I / I SHEA RING r^ / f I GRADE PLYWOOD y y V J 4X4X1/4TUBE a' o,v PIER I ` 1 1 (ALTERNATWM:7/16"OS.B) • • V 2'X2'X1' 2'X2'Xl' �. I I I — - - — 8"PC FOUNDATION I P d i� Q o ` 1 STEEL COLUM a I I GRADE PLYWOOD 1 I I y FTG. FTG. DAMPPROOF 1 — – — ALTER ATIVIVES 7116"O.S•B.) 1 1 I l z'xz'xr b b. FTG. FASTENER TYPE. SPACING: II 2X4 DF#Z 1 / 1 4"CONIC.SLAB No.R EMBEDMENT W subs BASED ANCHOR WITH 10"OC WINDOW SILL 21n.EMBEDMENT LENGTH r d; d; TYPICAL WINDOW OPENING No.10WOOD-SCREWS ( ^ I f e a. a e. a e. a e. e e a. a e. BASED ANCHOR WITHLTT PANEL SPAN EQUAL OR SMALLERzm.EMBEDMTHAN 4 FEET1/an,ala.uGscREw 16"X8' FTG. vl `AS EMB HENT NGTH I6"OC – l ( ( I ji (2)#5 REBAR 36"X36"X12" TYPICAL DOOR OPENING CONC. FTG. PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIFS FASTENER TYPE: SPACING: ...-.�•,� ,� AND EQUAL OR SMALLER TOGETTHERwITIsrnINLLESSSSTTEEL BASE No.8 ANCHOR WITH i,'!1, rt, , THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2h EMBEDMENT LENGTH B"OC AND NUTS I%X-0°O.G ly t TYPICAL MULTIPLE OPENINGS No.10 WOOD-SCREWS i _y, A BASED ANCHOR WITH 9'OC DRAWN: MH MS SECTION B-B tin.EMBEDMENT LENGTH PANEL ET ' kJ SCALE: 1/4"=1'-0" AND EQUAL OR SMALLER BASED ANCHOR WITH 16• 1 p �y 11 1 11 THAN 8 FEET 21n.EMBEDMENT LENGTH ! '*' ,�'1 I,�l JOB tt: SCALE: 1/4 — 1 -0 WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � ,���,p�)� r ��r Monday,August 12,201 AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 1 Y fs SHEET NUMBER: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ��y e AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO . '�� ;��Q`�Q0�If" COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL F1 Ll CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ,°.' P A-7 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS: 0 , 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE 2X10 DF#2 RR@16"OC (3) 1-3/4X9-1/2 (2) 1-3/4X9-1/ VALLEY VALLEY 2X10 DF#2 C1 @16"OC 2X10 DF#2 CJ @16"OC W O 'CO d rn I o (2) 1-3/4X14 ( )1-3/014 ( ) 1-3/4X14 ML ML ML 3/4"SUBFLOOR TTTTT i I I I I I I R I I M I I I I I R - - - - tj 14"T11110 FJ @16"OC MO Q U Q W o O — - - — EL.12.1 3/4"SUBFLOORuu� a — - - — EL.10.7 a, 14"TJ1110 F1 @16"OC 4 (2)1-3/4X14 4 ` ML ` p` 2X6 ACQ SILL PLATE D TERMITE SHIELD SILL SEAL " p 1 E1 °' 8"PC FOUNDATION 00 DAMPPROOF Q a6 ec O O 4"CONC.SLAB l .aa. ♦ a. a 16"X8"FTG. ^ W SECTION C-C (2)#5 REBAR W � - wx SCALE: 1/4" = 11-011 o � u U F� 33 11/4 11/2 1 1/4 11/4,:11/2 ;1/4 'fAV. W.C. W.C. N � CEMENT BAH SH M BACKER 2 k BOARD CN 3 o m 1 va 3 1 c.o. c.o.I 1 va O v 3 3 O r-.q 0 � wax Ct CERAMIC TILE OVER n�� .rte{ �n *114 1 j 1 1/4 V112 �!THINSET (TYPICAL) 11/4 11/4 �11 MEMBRANE — 3� 11/4 SINK 11/4 11/4 0 .V.+ 48 9 12 4 UP WALDLS AS SHOWN - — — — — — — — — — —SHOWER DRAIN LAV. V. IAV. 5 c� m FASTEN AT TOP ONLY (TYPICAL) CURB OCTAGON D.W. WM FIA.I. SHO ER HUB Er) V r ' .N 26" 12 3 Ll 11/4 00 G! 12 C.O 3 ,11/2 11/2 2 I C.O. ) W 3 11/4 3 "TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN / 6 1�PEPOOT PITCH TO DRAIN 4 0 0 Z \ TO APROVED 4'"C.1. SEPTIC SYSTEM PLUMBING SCHEMATIC TRAP HOUSE N.T.S. u u O ' f 1 lit t� :lii :I1.1 t'.I 1 k rIt! jt ,: flit -1 TOWEL BAR LOCATION f +: �+ t,41�}t{+ t 12"X241 Ct t l E +, + t±,+ + iP4 (min. 12) #.r , # lI14# � iit+ttr rt �:. 11 I: :� : ' t^ tl i GRAB BAR LOCATION TOILET PAPER +1 x i:ttlt t{'' 1tt'j+''fit;tt i t7 tl f V 77-84" HOLDER 4,;fj, �,t},ilit l kil t 1 ;i1,{1tf# I VARIES (VIF) 15' LOCATION 54" 94 x 48-6011 2X10 ACQ D1 @16"OC(VIF) 361 5/4 DECKING 36-48" — ' - — 18" 26" (2)2X10 ACQ "►��� 2X10 ACQ D1 @16"OC (2 X10 A (2)2X10 ACQ GIRDER w FL.GIRDER FL.GIRDER SHOWER HEAD NICHE PLACEMENT SHOWER SEAT " .,,•� 12"dia. ,,wy ;;r FIXTURE BLOCKING AT BATHROOM O CONC.PIER �L moi;• aL: � 12"dia.CONC.PIER .°vLav °e Gv:° °o Lav° � ° �v °< nv° .°v d•v° °e,d. . e °0 0' a �` . v ' Ar d' a d'" d' .e ' d'',e e'`,, � d'`•d �'� �•.�' tiG C`t DRAWN: MH/MS — - - — 24"X24"X12" 24"X24"X12" �t- CONC.FTG. CONC. FTG. i, '�� :k ' r, SCALE: 1/4"=1'-0" JOB#: SECTION D—D_ a d L: �ta' � Monday,August 12,20 : Wig-- SHEET NUMBER: 11 — 1 1I SCALE: 1/4 — 1 -0 a A-8 REVISIONS: [ZOOM FINISH SCHEDULE LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW & DOOR CASING: CEILING TRIM: REMARKS: BASEMENT GARAGE: UNFINISHED CONCRETE 5/8" TYPE-X FIRE-RATED GYPSUM 5/8" TYPE-X FIRE-RATED GYPSUM POPLAR BASE TRIM POPLAR CASING MECHANICAL ROOM: UNFINISHED CONCRETE 5/8" TYPE-X FIRE-RATED GYPSUM 5/8" TYPE-X FIRE-RATED GYPSUM POPLAR BASE TRIM POPLAR CASING STAIR: FIR TREAD, OPEN RISERS 5/8" MOISTURE-RESISTANT GYPSUM 5/8" MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING FIR RAILING / POSTS, PAINTED SPINDLES w w LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW & DOOR CASING: CEILING TRIM: REMARKS: � Q 1ST. FLOOR: W x ENTRY: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BUILT-INS ALONG WEST WALL O CLOSET: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN Q O STAIR: RED OAK TREADS, PAINTED RISERS 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN U-4075-50 NEWEL POST, U-5060 BALUSTERS, U-6210 RAILING a LIVING ROOM: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN O O KITCHEN: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN RADIANT HEAT a DINING ROOM: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN RADIANT HEAT STAIR LANDING: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN MUDROOM: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN CLOSET: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN Q OHO O � HALL: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN Q W c z HALF BATH: TILE 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN 42"h WAINSCOTTING H w C7 MASTER BEDROOM: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN w w x o U HALL: 3-1/2 SEL. RED OAK 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN r `J U WALK-IN CLOSET: 3-1/2 SEL. RED OAK 5/8" MR GYPSUM 5/8" MR GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN F-� MASTER BATH: TILE 5/8" MR GYPSUM 5/8" MR GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN 42"h WAINSCOTTING LINEN CLOSET: TILE 5/8" MR GYPSUM 5/8" MR GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN 0 SOUTH PORCH: 5/4X4 MAHOGANY - 1X6 E&CB T&G VJ VERSATEX N N NORTH PORCH / DECK: 5/4X4 MAHOGANY - 1X6 E&CB T&G VJ VERSATEX 'u SCREENED IN PORCH: 5/4X4 MAHOGANY 1X6 T&G VJ CL. CEDAR 1X6 T&G VJ CL. CEDAR CLEAR CEDAR CLEAR CEDAR CLEAR CEDAR w x v F 0 00 V It S-$ Q n � U 4: 00 LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW & DOOR CASING: CEILING TRIM: REMARKS: W 2ND. FLOOR: POPLAR BASE TRIM POPLAR CASING POPLAR CROWN LOFT: 3-1/2 SEL. RED OAK FLOORING 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN w LINEN CLOSET: 3-1/2 SEL. RED OAK FLOORING 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN U O BEDROOM No. 2: 3-1/2 SEL. RED OAK FLOORING 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN CLOSET: 3-1/2 SEL. RED OAK FLOORING 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN N BEDROOM No. 4: 3-1/2 SEL. RED OAK FLOORING 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN V CLOSET: 3-1/2 SEL. RED OAK FLOORING 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BEDROOM No. 3: 3-1/2 SEL. RED OAK FLOORING 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN CLOSET: 3-1/2 SEL. RED OAK FLOORING 5/8" GYPSUM 5/8" GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BATH No. 2: TILE: 5/8" MR GYPSUM 5/8" MR GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN 42"h WAINSCOTTING ,9N, � BATH No. 3: TILE: 5/8" MR GYPSUM 5/8" MR GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN 42"h WAINSCOTTING ' DRAWN: MH/MS NORTH DECK: 5/4X4 MAHOGANY - - - - - - JOB#: r. SCALE: 1/4"=1'-0" .; ' +` y" Monday,August 12,201 SHEET NUMBER: A-9a REVISIONS: PRINCETON MOULDINGS HARBOR CLASSIC 2.5"CASING PRINCETON MOULDINGS (2)2X10(RIPPED HARBOR CLASSIC HARBOR CLASSIC HARBOR CLASSIC 1/4"LUAN OVER HARBOR CLASIC as"CASING DOWN TO 8-1/4") 2.5"CASING FINISHED SHEETROCK 2.5"CASING BLO ING 6-1/2"X7"CROWN 12 PRINCETON MOULDINGS HARBOR CLASIC NAILER HARBOR CLASIC 6-1/2"X7"CROWN 12 HARBOR CLASSIC-► HARBOR CLASSIC INTERIOR TRIM NOTES : 6-1/2"x7"CROWN 12 4.5"CASING 4.5"CASING 1X6 S4S HARBOR CLASSIC POPLAR 4.5"CASING 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND 1X4 S4S FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, WINDSOR ONE POPLAR COFFERED CEILING DETAIL WOHcoo, USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT HEADER CAP RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER 1-1/8"PRIMED STOOL 3/4"PRIMED NOTE: ALL CORNERS. COVE 1X6 S45 ' PRIMED TRIM i).TRIM WORK TO BE BY PRINCETON CLASSIC MOULDINGS WINDSOR ONE WSTODo, 2).DO NOT SPLICE. 2). ATTACH THE WORK SECURELY IN PLACE. PRINCETON MOULDINGS - - STOP HARBOR CLASSIC a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET a.s^cnslNG ® 3) NAL HOLES TOTO BE ILED EVERY 16 FILLLED N WITH SOFT,RUB-IN-TYPE PUWITH 16-GAUGETTY. TY. NAILS. ) NAIL HEADS FOR FILLING EXCEPT FOR EXTERIOR WOOD SCHEDULED ® TO RECEIVE I� 4).MITER CORNERS.GLUE AND FASTEN CORNER JOINTS FINISH NAILS. NATURAL FINISH (IF ANY). BUILT- 1-5/8"PRIMED d' ® b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- BASE CAP PRINCETON MOULDINGS INTO OR DIRECTLY ATTACHED TO SUBSTRATES. ® HARBOR CLASSIC 4.5"CASING 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY w 1X8545 ® 1-1/8"PRIMED GRADE SPECIFIED. PRIMED TRIM BACKBAND 3/aCOVE D la a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK L� covE CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID 14" 3/4"THICK POPLAR �''r INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. SHELVING b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. 3/4X1-1/2 POPLAR 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): a WAINSCOAT CAP SHELF EDGE 15/16"X2-1/4" a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES w WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS Q THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF ® 1X3 POPLAR CLEAT PRINCETON MOULDINGS (SIDES&BACK) CRACKS. O ® HARBOR CLASSIC 82"TO TOP OF 3.5"CASING FINISHED FLOOR E-� ® WINDSOR O OBC6 INTERIOR DOOR ® 16 iiiiHi WAINSCOTTING 3/4"THICK BIRCH /'� TRUSTILE TS2020 o SHELVING 1-3/4" THICK a 1ST. FLOOR: 8' TALL DETAIL No. 2ND. FLOOR: 8' TALL ^ � 3/4X1-1/2 POPLAR F-4 SHELF EDGE PAINTING NOTES : PRINCETON MOULDINGS 1X3 BIRCH CLEAT HARBOR CLASSIC 1-5/8"DIA. 3.5"CASING (SIDES&BACK) CHROME POLE ; 66"TO TOP OF EXECUTION: APPLICATION CONTINUED: WAINSCOAT CAP FINISHED FLOOR 15/16"X2-1/4" WINDSOR ONE A). EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT, FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. HRo8O8 COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH CROWN PROCEDURES SPECIFIED IN PDCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER Ix6 Sas HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. POPLAR PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. Q PRINCETON MOULDINGS 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP O HARBOR CLASSIC TYPICAL CLOSET SHELVING SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. o 3.5"CASING PAINTED. 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF ALTERNATIVE B).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR Q 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. W O 1/a" LUAN PLYWOOD COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, !�'�1 C) PRIMED&PAINTED FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE 1).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY FTS USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. W �� 0 C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN a 0 1X4 S45 POPLAR SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE. PROVIDE TOTAL DRY FILM w x DETAIL N o• 2 APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. o � A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL T U OF SURFACES TO BE PAINTED. WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES, v B).COORDINATION OF WORK: REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED Q.BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE 0 0 TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. 1X4 545 POPLAR REQUEST, FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE USE OF COMPATIBLE PRIMERS. M). PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS., 1/4" LUAN PLYWOOD LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR PRIMED&PAINTED IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO ® 1/4" LOAN PLYWOOD UNDERLAY THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. AND PAINTING, o 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N).PIGMENTED(OPAQUE) FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO � +1 ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE N s~ o ® ix AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, cn m D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. CLEAR CEDAR ) TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE o M r a 0 CONDITION AND AS SPECIFIED. O).TRANSPARENT(CLEAR) FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- IXa S4S POPLAR oil ® 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, ® O 2).CEMENTITIOUS MATERIALS: REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND CLOUDINESS,COLOR IRREGULARITY, BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR ? w @) RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR OTHER SURFACE IMPERFECTIONS. z 0) 1X4 S45 POPLAR SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE p SURFACE PREPARATION. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN d'+ v DETAIL N o. 3 DETAIL N o• 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. ,� u SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED `� n EXPOSED TO VIEW SMOOTH AND DUST OFF. ,'�, Q) a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT CLEANING AND PROTECTING: u .41 PRINCETON MOULDINGS OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING � HARBOR CLASSIC PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER Nrl 3.5"CASING 0 WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. DISCARDED PAINT MATERIALS FROM PROJECT SITE. W 3 1X4 S4S POPLAR WAINSCOAT CAP b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. • - 15/16"X2-1/4" WINDSOR ONE PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING B), PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE HRO808 CABINETS,COUNTERS,CASES AND PANELING. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND CROWN REPAINTING AS APPROVED BY ARCHITECT AND OWNER. c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. 1x6 S4S d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, POPLAR t/a^ LUAN PLYWOOD ) C . PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER UNDERLAY OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. ) COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS " PRINCETON MOULDINGS e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY W HARBOR CLASSIC PROVIDED BY OTHERS TO PROTECT THEIR WORK. 3.5"CASING ® COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. ALTERNATIVE ® 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE Q' BEEN SHOP COATED; REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES i E SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH SPECIFIED IN PDCA Pl. O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ t/a" LOAN PLYWOOD ® 1X6 R G CM SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS) RECOMMENDATION. CA PRIMED&PAINTED ® CLEARCEDAR a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN INTERIOR PAINT SCHEDULE: DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. A).GYPSUM BOARD(WALLS): ❑ ❑ ❑ ❑ ❑ ❑ ❑ 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 1).ACRYLIC FINISH COATS OVER A PRIMER. N 1X4 S4S POPLAR ® D SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE a). PRIMER: INTERIOR GYPSUM BOARD PRIMER. 0 o (X4545 POPLAR PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY b). FINISH COATS: INTERIOR LOW-LUSTER ACRYLIC ENAMEL. DETAIL N o 4 DETAIL N o PRINCETON MOULDINGS MECHANICAL METHODS. HARBOR CLASSIC B).GYPSUM BOARD(CEILING): � • • 3.5"CASING E).MATERIAL PREPARATION: 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. ,,�b 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, a). PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SIEMI- V WAIN511 S"X2- CAP 1INSCX2-1/4" WINDSOR ONE FREE OF FOREIGN MATERIALS AND RESIDUE. GLOSS ALKYD-ENAMEL FINISHES. HR0808 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. b). FINISH COATS: INTERIOR SEMIGLOSS ALKYD ENAMEL. x CROWN STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL. Wy 1x6 Sas IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. C). FERROUS METAL: �I POPLAR 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. P PRINCETON MOULDINGS F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, a). PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. HARBOR CLASSIC GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR b). FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. 1/4" LUAN PLYWOOD Q 3.5"CASING COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO W PRIMED&PAINTED - 1X6 545 POPLAR CHAMFERED ALTERNATIVE MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. D).ZINC-COATED METAL: 1). PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. r = a . PRIMER: INTERIOR ZINC-COATED METAL PRIMER. ® EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES ) b). FINISH COATS: INTERIOR SEMIGLOSS ALKYD ENAMEL. j, BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. .4�� ® 2).PAINT INTERIOR SURFACES Of DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT t9j WHERE VISIBLE THROUGH REGISTERS OR GRILLES. INTERIOR STAIN AND NATURAL-FINISH W : ® 1X4 S45 POPLAR 7X6 S4S POPLAR 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH r - EXPOSED SURFACES. A).STAIN-VARNISH FINISH: (USE THIS SYSTEM ONLY FOR NATURA `T /^I DRAWN: MH/MS 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH C) ER SEAL X�j l) 1 SCALE: 1/4"-1'-0" ® 1/4" LUAN PLYWOOD EXTERIOR FACES. AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE AP .� C/STAI PRIMED&PAINTED 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. �' . JOB#: CASEWORK TO MATCH EXTERIOR. 2).STAIN COAT:INTERIOR WOOD STAIN. Monday,August 12,201 p p 3).SEALER COAT:CLEAR SANDING SEALER. rd "`� C`fL�'��4 -l0 .1 SHEET NUMBER: 4). FINISH COATS: INTERIOR ALKYD-OR POLYURETHANE-BASED C �/�TI 1 DETAIL N o. 5 DETAIL N o. 8 1X6 S45 POPLAR tY"^�1 CHAMFERED VARNISH. '` •-�•.-_,.- 10A- REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER WALL STUD CRIPPLE STUD o ° BOTTOM PLATE o RIDGE B ATHTUB Ilk ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR �W 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANC HiOR PLATES OF 1ST, FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER 1APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD V n THROUGH-ROOF EXHAUST nVENTS SELECTED AND " LOCATED BY CONTRACTOR p� METAL STRAP VENTILATION CHANNEL CRICKET AT TOP-SIDE OF Q RIM BOARD CHIMNEY AS REQUIRED 0 RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN O U VENTILATION SIDEWALL FLASHING WOOD JOIST)m FOUNDATION TOP PLATE ' - - - - FINISH WALL AND MOISTURE — 2x4 LEDGER BLOC KING H Z STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST rTl AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA W O AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKINGWALL STUD NOT LESS THAN 1/150 OF THE AREA OF f GUTTER O THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ���'� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT O 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ^/ INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESC RIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR F-y a 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION ' 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / ��., INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �' 8" - 12" RAFTER RT20 1-1/8' x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL F-� ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME Q EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING O Qo / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Rei o'- SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Q WOOD JOIST ^ O TOP PLATE GIRDER/HEADER a � SIDE WALL FLASHING W 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST O U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS,D WALL STUD W FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS U INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION .11 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDSCONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DBL. SILL PLATE O I o TERMITE SHIELDN SILL GASKET / 1 r WOODLOJOISTS rn � (u o NEOPRENE CONC. SLAB 2x6 /2x8 CONTINUOUS WOOD PLATE rn m o TYP. CONC. FOUNDATION ( n 6 MIL. POLY • GASKET �` +, DAMPPROOF EXTERIOR GRANULAR FILL a V� I BOLTED TO STEEL BEAM WITH O X O 6MIL POLY ON EXTERIOR V \•^ 1/2 " DIA. BOLTS © 48" O.C. STAG. w , n V STEEL COLUMN ' A ° I ° D , ROOF JACK O d , d _ D c' e \ �� �� STEEL BEAM 04 1 V CONC. SLAB p ° I ` r V i I A D � I � +O ve ANCHOR BOLT EMBEDMENT r 4" x 1/4" x 8" STEEL COMPACT FILL POUEDCONCRETE: 7" i BLOCK WALL: 15" TOP Q. � TOP AND BOTTOM PLATE V ° ° d ° 1 p FLLAOSHI GFING LATS WITH 1/2" x 6" ANCHOR BCLT KEYWAY FOOTING D P . oo -fl d e .^ n CONC. FTG. p Q`p G D' SIDES AND TOP N o v USE WITH 3x3 SQUARE WASHERS 1/2" GROUT G , o W ° ; O ANCHOR BOLT CONNECTION I I 3" STEEL COLUMN o (USP LB PS58 OR B P583) � � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL EMIR, TYPICAL CONIC " OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING � "" ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC O SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 GARAGE I �— JOIST N COMPACT FILL ' DOOR USE 2X8 STEEL BEAM -"•� I I FOR BLOCKOUT 4" SLAB W/ 6X6 WMM M II SLOPE P.T. PLATE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE �`� � � �' ° e IF ° , (WITH NAILING PLEDD AT END AND TO APOX2ORHGHERTHAN x ' ES OF WOOD p ° STEEL BEAM TO ALLOW FOR SHRINKAGE ` <I =--a--"---cT--=-- E-7- 4 e �. �' Z: p BEAMS _ D, De O (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)GRADE QQ 6X6 W.W.M.•ne k,'p �', �'� r o _�NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -_ p p O e LLli —SUB FLOOR :a : NOTCH EQUALS 1/4 DEPTH OF BEAM '!= I�—I GI REINFORCING BAR o' / -III & )T- 01ST . D i REINFORCING BAR III= DRAIN TILE ��1--►I �•° I—I ° d 1 °' O ° O 0 0° SHEET METAL / 30# FELT UNDER BEAM AT POINT III l n ° ° I —P STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK �fTi=fTl=fTf=lif=ff�i�=iim :%" �`' c•° 3" PLATE (BOLTED TO BEAM) �3�►.q�{ TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARSTHICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A �° SHIMS TO LEVEL BEAMtv REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. `�'' � DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR B LOC KOUT y� JAN� SCALE: 1/4"=1'-0" BEAM POCKET �� f. ' JOB#: Monday,August 12,201 SHEET NUMBER: A- 1 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC &GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4" MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS C APAC ITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD FILL AND TESTED B1Y5A)PROFOFESSIONAL AGEONICYMPACT THE L AT FOR COMPA12" LIFTS CTIONCAL). CONTRACTOR TO HAVE LEDGER ' RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts rn Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. 1P I RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete W LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH 'WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. v STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTERI 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. �..a MINIMUM 6). Concrete piers shall be a minimum 6"above grade. "V W HANDRAILS RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored W Q to girder(s). O RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. O U 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal M�-� �D POST for any contact with ACQ. C4 TOP PLATE TOP PLATE w O BALUSTERS U RIM/DECK JOIST o HANDRAIL NOTES: O OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o All required handrails shall be of one of the following types O or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR than 6-1/4 inches with a maximum cross section of EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT(GRIPPING SURFACE 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"DIA. MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 O C) 0 inch to a level that is not less than 1-3/4 inches below the pC, tallest portion of the profile.The minimum width of the Q GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a W O ° maximum of 2-3/4 inches. Edges shall have a minimum ^� C) Zo ° C radius of 0.01 inches. I� JOIST POST/COLUMN ° ° M POST/COLUMN a NAILING SCHEDULE w x o U � H GIRDER/HEADER ROOF SHEATHING: JOINT DESCRIPTION NAI NAIL SPACING NOTES U POST-TO-GIRDER/HEADER CONNECTION STRUCTURAL PANEL 8d AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION I WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: LOCATION NAIL USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EAC H COLUMN USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL o CEILING JOIST 8'WALL: 3-8d COMMON EACH N TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE NAIL C o CEILING JOIST TO AS PER TABLE 3.7 EACH FACE x In v o ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL M o BEARING PLATE r_4 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O �-" GIRDER OVER PARTITION WFCM-SBC LAP NAIL u. U o ° • COLLAR TIE AS PER TABLE 3.4 EACH FACE o v +; D TO RAFTER WFCM-SBC END NAIL o BLOCKING EACH TOE ° I-V WOOD JOIST ,' 2 -8d COMMON Ca U M M •' > TO RAFTER END NAIL 4A cu .� U RIM BOARD EACH END Lin >' "• 2 -16d COMMON rn LEDGER I I • TO RAFTER END NAILCONCRETE PIER �r GIRDERHEADER N >WOOD JOIST w WOOD JOIST t" WALL FRAMING: p� JOINT DESCRIPTION NAIL I SPACING NOTES TOP PLATE TO FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x 2 -16d COMMO PER FACE NAIL (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE W THE PROPER STEEL CONNECTOR. 4-16d COMMO [.I LEDGER TO BE CONNECTED TO BLDG. USIING 1/2" DIA. BOLTS @16"OC WITH WASHERS �� I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE,SET FIR JOISTS APROX. 1/4 HIGHER THAN LVL HEADERSW " I STUD TO 24" FACE I'"+ TO ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2 -16d COMMO U REQUIRED I I (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL O FOR STU HEADER TO 16"O.C. FACE � � HEADER 16d COMMON ALONG EDGES NAIL Q, FLASHING TUCKED UNDER I I TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL N LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER PIECE OF SIDING BELOW THREADED ROD FLOEND JOIST OR JOIST,R BLOCKINGBAND JOIST, 2 -16d COMMO FOOT FACE NAIL O 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER MINIMUM POST DECK FRAMING: U @16" C (2)THRu- END DISTANCE JOINT DESCRIPTION NAIL NAIL ACING NOTES 5 x BOLTS PB44 POST a JOIST TO: 4-8dQCOMMON SP PER TOE QI ANCHOR PIER MINIM M SILL,TOP PLATE OR GIRDER JOIST NAIL FLOOR FRAMING , PIER 16"TREAD p " 2x JOISTS °•° o • o ENS NICE °• BRIDGING 2 -8d COMMONEACH TOE I •.�. o • • .• •, 12"x12"x12" V V " V TO JOIST END NAIL GRADE < CONC.SLAB 4 ' o� ' CONCRETE FOOTING b° (AS REQ.) �� A �•$•' +c A v , v �c A BLOCKING 2 _8d COMMONEACH TOE BLOCKING FOR JOIST HANGER V V TO JOIST END NAIL a v v< „ BLOCKING TO- EACH TOE ^^' ems' 8"dia, n , v DECK PIER ^ 3 16d COMMON r LAG BOLTS �� • D CONC. PER PLAN 0 3'-0 a= ° PIER ��°� HOLLOW COLUMN UPLIFT SILL OR PLATE BLOCK NAIL ,.4. o,0 9e: t,.. . RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE - : DECK POST FTG. CONNECTION 3 - 16d COMMO ° :g°¢ a,•°aa INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL DRAWN: MH MS LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE. 3 -8d COMMONIt ' :.x as^"•,, �r SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL A =^a DECK/PORCH LEDGER CONNECTIONVA41��' i JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER ENTO JOIST 3 16d COMMO JOIST NMonday,August 12,201BAND JOIST TO: PER � SHEET NUMBER: 2 -16d COMMO TOE a �J112c;' A� SILL OR TOP PLATE FOOT REVISIONS: ' WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GE,' NERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOE-NAIL TOP PLATE 10 WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON (OTHER THAN SLEEPING) 40 EACH END (LIVE LOADS PSF) ROOMS w (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL `./ First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under ANY DIRECTION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY TOP PLATEE specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 - 16d COMMONPER FACE NAIL PER SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION o� w anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE C/1 Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE a Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO 16" O.C. FACE FIRE PROTECTION � W 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Q C7 in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END w 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST, BAND JOIST, 2 - 16d COMMON length adjustment factors in table 3.16. BLOCKING FOOT SEE NOTE: 1,2 a END JOIST OR 1). The General Contractor and Mason to review plans, elevations, details and notes to FLOOD GROUND WIND SEISMIC FROST WINTER ICESHIELD C determine intended heights of finished floorSNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAILLOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY a 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT, MODERATE SLIGHT TO 11 NONE y - p 3). Provide 1/2" Expansion joint material between concrete slabs and abutting JOIST TO: 4. 8d COMMON PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, P SHEATHING LOCATION NOTES 18" long at 12" o.c.. Use approved epoxy for installation. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3.5. BLOCKING EACH TOE � 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. O NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL >,., along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 A �: 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install oneattached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL W C) Z 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: 3 - 8d COMMON H TO BEAM JOIST NAIL 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W C7 N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END w the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL g g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, o U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 U FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF S H EATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES g P 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors, walls, ceilings rafters to be spaced at 16 inches o.c. unless noted otherwise. Ledger) g g g JOINT DESCRIPTION �, o to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m g 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. ON where needed. NOTE: 2 FOR PANEL FIELD X GYPSUM 7' O.C. EDGE o m a 4). Unless otherwise noted , all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. 5d COOLERS ,� pa o ( ) g WALLBOARD 110 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6 above grade. O openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL S H EATH I N G: w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES M a t 7), NAIL NAIL openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION o r, s THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 04 U and blocking where applicable. g QTY. SPACING 5 m 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and ) yP g PANELS 8d COMMONWFCM - SBC ) g q `n U m be used. a, .� .., (n anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMO 3" O.C. EDGE N v E v 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w 3 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7"WALLBOARD 5d COOLERS 10" O.C . IELD O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlarms ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g p P Y QTY. SPACING 1).PROVIDE 5/8"TYPE-X SH AND A K FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. STRUCTURAL PANELS 6 where applicable unless otherwise noted. O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR state code and manufacture's recommendation for maximum hole size and spacing permitted. 3). INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. UO MINN. HVAC SYSTEM NOTES 1 OR LESS gd COMMON12 O.C. FIELD .a4"SILL-AFF 2ND.FLOOR) U) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists LL U*) under all bearing walls. NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED Q' 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. N 10). Provide insulation baffles at ea,ve vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roof's and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3)• HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, u7 : 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. � adhered with PI-400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )• SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall beermitted to have regular 1/2" sheetrock. All walls to be taped and finished. p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,1S COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 4 Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 r� 1 S � approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM )• g - i torch down type material over. and R315 of IRC. Lys,>� ✓ ��.,` DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP t a�r� Monday,August 12,201 AND BASES.USE WITH FLASHING CAPS TO Y' ` SHEET NUMBER: COVER TOP Z,t�� 0�!�' A- 13