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Home My WebLink About49728-Z OF So(/ryo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd UNV. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46434 Date: 08/21/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1372 Lighthouse Rd Southold, NY 11971 Sec/Block/Lot: 50.-5-7 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated:. 07/27/2023 Pursuant to which Building Permit No. 49728 and dated: 09/20/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, covered front porch, rear screened porch, rear raised patio entry and attached garage as applied for. The certificate is issued to: Diane Gray,Mark Gray Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0541 8/5/2025 ELECTRICAL CERTIFICATE: 49728 06/17/2025 PLUMBERS CERTIFICATION: Joseph J. Tuome 04/21/2025 ut r'zed ignature �soEFot,� TOWN OF SOUTHOLD BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49728 Date: 9/20/2023 Permission is hereby granted to: Gray, Diane PO BOX 113 South Jamesport, NY 11970 J To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1372 Lighthouse Rd, Southold SCTM #473889 Sec/Block/Lot# 50.-5-7 Pursuant to application dated 7/27/2023 and approved by the Building Inspector. To expire on 3121/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION '$2,599.60 CO-NEW DWELLING $50.00 Total: $2,649.60 Building Inspector pF SOUT�oI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh(p�southoldtownny.gov AUNTY BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Diane Gray Address: 1372 Light House Road city:Southold st: New York zip: 11971 Building Permit#: 49728 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Platinum East Electric Electrician: Kieth License No: ME-34091 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 X INVENTORY Service 1 ph X Heat geo Duplec Recpt 51 Ceiling Fixtures 27 Bath Exhaust Fan 2 Service 3 ph Hot Water tanklec GFCI Recpt 10 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 50 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 1 Ceiling Fan 6 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors 1 Disconnect Switches 58 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridgej dishwasher,1 hood,1 washer, Notes: HOUSE Inspector Signature: L. Date: June 17, 2025 1372 light house rd Town Hall Annex + ' Telephone(631)765-1802 54375 Main Road P.0.Box 1179 Southold,NY 11971-0959 On ► BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 7 1 [ 2 b Owner: RAO d /40,e 664V (Please print) Plumber: Jose' 74om-e- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature Sworn to before me this 2 1 ST day o£ AP" ' , 20 Z S w Notary Public, Sdt �D County JOHN"P LldCIARDO NOTARY PUBLIC-STATE OF NEW YORK No, O1 L16259018 Qualified in Suffolk county My Commission Expires April 02. 204 OP SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ FOUNDATION 1ST f [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��I t� 0 (� r l DATE F4 0 OE SOOTgo�o # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] F NDATION 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 [ ] PR C/O [ ] RENTAL REMARKS: l k� DATE Y '?�Y INSPECTOR OF SOUIyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631.765-1802 qo�T-)l INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENT REMARKS: RAW> V w yv%5$ AM 7r-w 17 DATE INSPECTORK)U OF SOUTyolo 7 / v # * TOWN OF SOUTHOLD BUILDING DEPT. . 631-765-1802 INSPECTION' . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Sim c� emrge- /t!� (7 wdikiq c, -p Ino -1 ar, /14 0,0 1--- DATE 612,112AI INSPECTOR ho�a0f SOUIyOIo # # TOWN OF SOU.THOLD, BUILDING DEPT. cou 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING . [ ] FRAMING /STRAPPING [ ]. FINAL [ ] FIREPLACE & CHIMNEY [ _ ]` FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ [ ]. RENTAL REM S: ov �lP'.V4 a &V � e DATE INSPECTOR . OF SOUIyo� # - TOWN OF SOUTHOLD BUILDING DEPT. com, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] UGH PLBG. . [ ] FOUNDATION 2ND INSULATION/CAULKING [ ]. FRAMING /STRAPPING [ ] .FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE- SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA KS: so4 � -A, DATE let 7O = INSPECTOR l OF SO//Tq�lo # TOWN OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 INSPECTION [ ] FOUNDATION-1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .I ULATION/CAULKING [ ] FRAMING /STRAPPING FINAL Ivy [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] ' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ] RENTAL � p R ARKS: O i 6 . DATE t'0 , INSPECTOR ,%" Xim pF SOGTh°� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: Was k ev, neeA,5 14 ECZpro4eckov� �v�fitd 6 dtki[145 Aged AFU eo e_c ,� P-u& ou_444,s need ua prde_4;ov\ 6W.0 F 1 nor &ed I e04, Sao 6( VA G-P� to e go vLJ e DATE INSPECTOR aOF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 tplW INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l I 1�19/11 lWkVK � 01> nl-�, "'Ji 10-1 � p DATE INSPECTOR J i EIC� I Town of Southold Building Department APR 2 5 2025 54375 Main Road P.O. Box 1179 Building Department Southold, NY 11971 TOwn of Southold Permit# 49728 Location: 1372 Lighthouse Road, Southold, NY April 25, 2025 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File of(1) 2-page Certificate and (1) Plumber's Certificate, as required. Thank You for reviewing and working-on this request. Sincerely, Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info@hallockbuilders.com M1 East • Insulation 1977 Main Road, Laurel NY\11948 CERTIFICATE OF PROJECT INFO: DATE OF INSTALL-9/20/24 1372 LIGHTHOUSE ROAD SOUTHOLD, NY 11971 Location InsUlation .- ABOVE GRADE 2LB CLOSED 2 NOMINAL R-14 EXTERIOR WALLS CELL SPRAY FOAM ABOVE GRADE FIBERGLASS 3.5--5 R .15-, EXTERIOR WALIL :BATTS FRAMED FLOOR ROCKWOOL AFB 3 IGNITION/'. NO BURN EXPOSED SPRAY THERMAL INTUMESCENT FOAM IN'ATTIC ' 'BARRIER_ PAINT SPACE/ BASEMENT, GARAGE FIBERGLASS 5.5 R-19 EXTERIOR WALLS BATTS BASEMENT'- 2L&CLOSED 2 NOMINAL.' R 14.' FOUNDATION CELL°SPRAY, WALLSFOAM" s RtM,JOISTS 2LB;CLOSED 3 NOMINAL m` R 2LL1 CELL SPRAY FOAM ._..—..s.... ._..._—.. ........�. .......... .......... ........_ ......_.. ...............I..... .......... ......._.........._., WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS ROOF 5LB;OPEN CELL : 10yNOMINAL R 38 SPRAY FOAM DATE OF FIRE-STOP:9/20/24 Location 'Insulation .- ..< .................. ....... .... Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. DATE OF FIRE-STOP:9/20/24 Town of Southold DEC E OWE Building Department 54375 Main Road MAY 2 3 2025 P.O. Box 1179 Southold, NY 11971 80ding Department Town of Southold Permit# 49728 Location: 1372 Lighthouse Road, Southold, NY May 23, 2025 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File of(1) Blower Door testing and related Ductwork report, and (1) 9-page Manuals J, S and D document, as required. Thank You for reviewing and working-on this request. Sg* .cQrely, T b Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info@hallockbuilders.com ."'.,_��,��,4.,`��-_-,7,-r,�I._1."�",,'�; -.,'',,"- -'B"Int g Envelope and, Ductr Tightness Re o`rt 2018 IECC.As amended ly the 2020 New York State Supplement,sections R402 412"and'R403 3 4 ;,�1�,. -II'-�- I,!,�",� ,,"-",.-;-�*,- �.,�"'-,l.��"�%I1.f ,:"-,--',I-�"" ,",:"",�;,�,,,-t,�,��;I�,,-.I?-,I�!.",-",,,,,;,1',�--7�.,"._�,�',-"�-,.`-'"'iL-L-��-�,,T"�'—,--,—�,,."�I,,,—".'.,-"�,,--�".��,.'_,,-,,,"-'-.-I�:.--�6�",I,;.-�-,,,,I.'.�:�,-t,.!"_1-,", ,--.1,.",,�;1.,-,�,',;"_-!-:� ,-:.�:"-�1,— —1_--I"',—,,�.�1�i.'-t,��I�,,'�-":,`,�"..-,I�-1,".;�.,..-,,�,-"1"t-,.,,,,1�,,1 ,,'':".,",,.,.."I,1.,��,,.I:,--,:I,j�,,,,,�,1,�'�,.�,,,12,�,,;'-_1.-1� ,,.,,��',,;,��--'�,��.,��.,I,1 J,.-,'I�.,"''i,-1 1�,.,.I-.�I.� -.',"$-"'-�,"1.�t.�";',I,,i:_,:-"�-.' .,- 't` F .- _ .e'. s = Address of Test 1372 Lighthouie Rd,Southold,NY 11971 Test.,late 5/15/2025 ' :",,-..I1�,t F Building:Perm ta# 51'709 ` 5` `` r ;; 2 Compliance Pathway .Performative ry Test Completed by Chistopher"Silty a 0294 RR,,� •. Y -- Home Ener 5oluti ' RESNET r ID# 415 gy �. HATE ID# 187 East 1VIam Street AY"- Y -2;. 202, ICC ID# K Huntinngton,NY 117 BPI# ;,��- I ,:' $63-1 673`0:664 �_ rten4 ,•.., iI 4 It W Bu><1'dYng`Enyelope.Tllitness j 4 Volume Calculation CheckIif Floor Area Volume [�conditwnetl Basement j '"' Basement -2393 '21,537 ❑Conditioned Craw(Space y- :j a - lst 2387 �21r 674; *sealed Attic k aY nd 2 *The conditioned floor;area of.dweUu g is calculated"in I i 3 E, 1 I `, ' c "da t,, ' ac or nee with ANSI Z765,except tha conditionedrfloor gar "eludes areas`wfere the ceiling'`height is less than 5 Attic 21,508 ,i f, 4. Total Volume 64719, r w ^ i CF1VI @50-,pa 1422 3 Air.changes/hr@5 a 132 0I-- Code Com-%, i c' : Pass r, i i'. z s,. , ,: , .. I Duct Tightness Post Construction Test Total D eakage 1 � � " . , , w Y System-1 Within Condition Space} Duct',Location Condi _ , , ., honed Space Floor Area :,, .a .<t.,., r= - , . Leakage CFM`@f25pa n/a CFM1100 ftz,C n/a Code Comphance Exempt -J } f - .,.0 . , r' System 2 Within Con/difidif pace !7 1�,' r ' ( F , `Diid,U atiori Conditioned Space , F)OOr Area , �`,,,'.• f ,1 ;+ i Leakage CFK@ 25pa n/a , CFM/100 ft�CFA n/a Code�Conpiphance Exempt *. . ,.Y.. . , - ,-,I . { System 3 , ;,_ -:s �; 1. -,, , 1.. , a } t F Duct" batiori F 2 �� - ' Floor Area .J x ,., k , Leakage `CFM;@ 25pa CFM%100 ft2 CFA CodW., OMphance` .; _ All Luilding envelope tightness has.been uenfied and coriducted'in accordance with RESNET/ICC 380 ASTM E7,79 or,ASTM E1827,as ., h t required by,2018 iIECC as amendb&'by ,the 2020'New Y rk StatovSupplement,i!'section R402 4.12 Tie building duct and plenum system'has been verified as,regWred by th/g12018 IECC as amended by 2020 New York State Supplement;Section R403 3'4 h `act x n'a ,,., at a 3 i ` g Date• 5/15/2025 Si nature .. .. Christopher Silvia,Home�Energx Solutions l _ ._,.. ', _ x' _� . _ - _. _ -- 141 @ME >r N 1:Itcy Load Short Form LL�� ll�� C E C E � W 2 ob: 1372 Lighthouse Road • S O L UT IONS ate: 7/11/2023 ^ � Entire House y: Jonathan Vasquez Home Energy Solutions MAY 2 3' 2025 187E Main St,Huntington,NY 11743 Phone:83"73-0884 Email:gdiamay3@gmail.com Web:home-energysoiutions.00m Project • For: 1372 Lighthouse Road, Southold, NY 11971 Design Information Htg CIO Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight 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 Enertech Manufacturing LLC. Make Enertech Manufacturing LLC. Trade GEOCOMFORT Trade GEOCOMFORT Model GYT036 Cond GYT036 AHRI ref 7487652 Coil 2 STAGE AHRI ref 7487652 Efficiency 4.31 COP Efficiency 20.95 EER Heating input 7.8 kW Sensible cooling 28868 Btuh Heating output 26702 Btuh Latent cooling 12372 Btuh Temperature rise 18 OF Total cooling 41240 Btuh Actual air flow 1380 cfm Actual air flow 1420 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=0 OF Backup: ELECTRIC STRIP In out= 10 kW utput=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) ZONE 1 1679 26073 17265 956 1067 ZONE 2 690 11550 8883 424 549 Entire House 2369 37623 22524 1380 1420 Other equip loads 4297 2311 Equip.@ 1.00 RSM 24835 Latent cooling 6737 TOTALS 1 2369 1 41920 1 31572 1 1380 1 1420 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -014- wrightsof , 2023-Jul-1214:29:47 Right-Suite®Universal 2023 23.0.01 RSU20822 Page 1 AC ...Lighthouse Roadt1372 Lighthouse Road ManJSD.rup Cal°=MJB House Front faces:NW H M E ENERGY Load Short Form Job: 1372 Lighthouse Road s to Lr. I r s Date: 711112023 ZONE 1 By: Jonathan Vasquez Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone:83"73-0884 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1372 Lighthouse Road, Southold, NY 11971 Design Information Htg CIO Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces . 1 (Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF ! Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) DINING ROOM 169 2844 2386 104 147 FOYER/HALL 99 1168 243 43 15 GREAT ROOM 395 5039 2929 185 181 GUEST BATH 62 1263 635 46 39 GUEST SUITE 185 2859 1955 105 121 KITCHEN 186 2127 2164 78 134 MUDROOM 29 1197 280 44 17 SITTING AREA 159 3470 2686 127 160 STAIRS 84 0 0 0 0 STUDY 166 3460 2889 127 179 UTILITY/ROOM 85 1687 1107 62 68 WIC 2 58 960 91 35 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4id- wrightsoW 2023-Jul-1214:29:47 '` .arta•, .. e .„ Right-Suite®Universal 2023 23.0.01 RSU20822 Page 2 ...Lighthouse Road11372 Lighthouse Road ManJSD.rup Calc=MJ8 House Front faces:NW ZONE 1 1679 26073 17265 956 1067 Other equip loads 0 0 Equip. @ 1.00 RSM 17265 Latent cooling 4145 TOTALS 1679 26073 21410 956 1067 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsdit" 2023-Jul-1214:29:47 '` .,.�• „.,�,� . Right-Suite®Universal202323.0.01 RSU20822 Page AM ...Lighthouse Road11372 Lighthouse Road ManJSD.rup Calc=MJ8 House Front faces:NW 11 W E E N E RC Y Load Short Form Job: 1372 Lighthouse Road s O L U T I O W s Date: 7111/2023 °^ ZONE 2 By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.wm Web;home-energysolutions.com Project • • For: 1372 Lighthouse Road, Southold, NY 11971 Design Information Htg Cig Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) BATH 87 1135 1008 42 62 JR. MASTER BED 195 3746 2668 137 165 MASTER BATH 111 1440 1056 53 65 MASTER BEDROOM 254 5229 4151 192 257 WIC 1 44 0 0 0 0 ZONE 2 690 11550 8883 424 549 Other equip loads 0 0 Equip. @ 1.00 RSM 8883 Latent cooling 1353 TOTALS 690 11550 10236 424 549 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightslotfi" 2023-Jul-1214:29:47 Right-Suite®Universal 202323.0.01 RSU20822 Page AM ...Lighthouse Roadt1372 Lighthouse Road ManJSD.rup Calc=MJB House Front faces:NW Basement ,• s• r e• a• -- IBx8 I I I II I I '• I I I I I 6' 6• I I BASEMENT I I --- - I I6.B xg I g• WIWI Mechanical LegertdTrun —— — —•� Ida tx3 3^�Supply GrillefRegister c iaxe Gn11411 eNi'ster Above 27;1 OR _ ,..,.•j•.._4Wall GpllefR Ester .- 8• Job#: 1372 Lighthouse Road Home Energy Solutions Scale: 1 : 132 Performed by Jonathan Vasquez for: Page 1 187 E Main St Right-SuiteS Universal 2023 1372 Lighthouse Road Huntington,NY 11743 23.0.01 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Jul-12 14:29:55 home-energysolutions.com gdlamay3@gmail.com 111372 Lighthouse Road ManJSD.rup - , ,. r, 1st Floor GUESTBATH. ®Brdm SITTI NG.AREA ®gad. 9 ZONE 1 GUESTSUITE - 3zsdm — WIC2 =147<rm 35 dm' us<rm.'MASTER BEDROOM'. B STAIRS DINING'ROOM t �93 cfm �9S cfm ,' 372d. UDROOM' adm®` GARAGE � 1 -' UTILITY/ROOM' GREAT ROOM - as 8 =68,<fm KITCHEN; MASTER BATH BATH'_ sya<tm _ FOYER/HALL ez<rm Mechanical Legend STUDY '} Sheet Metal Supply Trunk 43 e(m A. j Sheet Metal Return Trunk Flex DuU �- ;- , t SupplyGrillelRegWer ®179dm_ GritlelRegisterAbove JR.MASTER BED #F��. Jim WallUllelReglster _ ' ®tsserm ZONE 2 Job#: 1372 Lighthouse Road Home Energy Solutions Scale: 1 : 132 Performed by Jonathan Vasquez for: Page 2 187 E Main St Right-Suite®Universal 2023 1372 Lighthouse Road Huntington,NY 11743 23.0.01 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Jul-12 14:29:56 home-energysolutions.com gdlamay3@gmaii.com ...\1372 Lighthouse Road ManJSD.rup ENERGY Manual S Compliance Report Job: 1372 Lighthouse Road SpII.ttTttJN$ Date: 7111/2023 * � Entire House By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmal1.00m Web:home-energysolutlons.00m Project • • For: 1372 Lighthouse Road, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 24835 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.2°F Latent gain: 6737 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 31572 Btuh Indoor RH: 50% Estimated airflow: 1420 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: GSHP Manufacturer: Enertech Manufactur Model: GYT036+2 STAGE Actual airflow: 1420 cfm Sensible capacity: 31769 Btuh 128%of load Latent capacity: 11357 Btuh 169%of load Total capacity: 43126 Btuh 137%of load SHR: 74% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 41920 Btuh Entering coil DB: 68.TF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: GSHP Manufacturer: Enertech Manufactur Model: GYT036+2 STAGE Actual airflow: 1380 cfm Output capacity: 40031 Btuh 95%of load Capacity balance: 11 OF Supplemental heat required: 1889 Btuh Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 1380' cfm Output capacity: 10.0 kW 81%of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. wrightsotto 2023-Jul-1214:29:47 �t ;. .• ,, ,�,, , Right-Su Re®Universal202323.0.01 RSU20822 Pagel Lighthouse Road\1372 Lightho ti+ ... use Road ManJSD.rup Calc=MJS House Front faces:NW HaiM E E N c itc y Duct System Summary Job: 1372 Lighthouse Road s O I u T I O .s Date: 7/11/2023 d Entire House By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0684 Emall:gdlamay3@gmail.com Web:home-energysolutions.com Project • , • For: 1372 Lighthouse Road, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.61 in H2O 0.61 in H2O Supply/return available pressure 0.356/0.254 in H2O 0.356/0.254 in H2O Lowest friction rate 0.071 in/100ft 0.071 in/100ft Actual air flow 1380 cfm 1420 cfm Total effective length (TEL) 860 ft SupplyDetail Table 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 c 1008 42 62 0.131 5.0 Ox 0 VIFx 17.3 255.0 st2 DINING ROOM c 2386 104 147 0.106 8.0 Ox 0 VIFx 56.9 280.0 st1 A FOYER/HALL h 1168 43 15 0.145 5.0 Ox 0 VIFx 10.2 235.0 stl GREAT ROOM h 2519 92 91 0.123 6.0 Ox 0 VIFx 39.2 250.0 st1A GREAT ROOM-A h 2519 92 91 0.124 6.0 Ox 0 VIFx 26.9 260.0 st1 A GUEST BATH h 1263 46 39 0.071 5.0 Ox 0 ShMt 96.7 405.0 stl B GUEST SUITE c 1955 105 121 0.075 7.0 Ox 0 VIFx 91.4 386.0 stl B JR.MASTER BED c 2668 137 165 0.132 8.0 Ox 0 VIFx 23.8 245.0 st2 KITCHEN c 2164 78 134 0.141 7.0 Ox 0 VIFx 32.4 220.0 stl MASTER BATH c 1056 53 65 0.131 6.0 Ox 0 VIFx 27.5 245.0 st2 MASTER BEDROOM c 2076 96 128 0.119 7.0 Ox 0 VIFx 34.5 265.0 st2A MASTER BEDROOM-A c 2076 96 128 0.094 7.0 Ox 0 VIFx 46.8 330.0 WA MUDROOM h 1197 44 17 0.142 5.0 Ox 0 ShMt 51.4 200.0 stl SITTING AREA c 2586 127 160 0.077 8.0 Ox 0 VIFx 70.2 396.0 stl B STUDY c 2889 127 179 0.136 8.0 Ox 0 VIFx 20.9 240.0 stl UTILITY/ROOM c 1107 62 68 0.138 6.0 Ox 0 ShMt 48.4 210.0 stl WIC 2 h 960 35 6 0.084 4.0 Ox 0 VIFx 1 93.9 330.0 stl B -Oft- wri+gtattoft, 2023-Jul-12 14:29:47 .µ,wl�� Right-Suite®Universal202323.0.01 RSU20822 Pagel AM ...Lighthouse Road11372 Lighthouse Road ManJSD.rup Calc=MJ8 House Front faces:NW SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 B Peak AVF 314 326 0.071 733 16.2 8 x 8 ShtMetl st1A st1A Peak AVF 603 654 0.071 736 16.2 8 x 16 ShtMetl st1 st1 Peak AVF 956 1067 0.071 739 16.2 8 x 26 ShtMetl st2 Peak AVF 424 549 0.094 706 12.0 8 x 14 ShtMetl st2A Peak AVF 192 257 0.094 577 12.0 8 x 8 ShtMetl st2 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox0 822 969 215.0 0.118 671 11.9 8x 26 ShMt rt1 rb2 Ox 0 314 326 358.3 0.071 586 8.8 8x 10 ShMt rt1 rb3 Ox 0 245 322 225.8 1 0.113 579 8.0 8x 10 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1380 1616 0.071 693 16.0 8 x 42 ShtMetl - wrightsoft- 2023-Jul-1214:29:47 . . ram.., ., ., Right-Suite®Universal202323.0.01 RSU20822 Paget Lighthouse Road11372 Lighthouse Road ManJSD.rup Calc=MJS House Front faces:NW Town of Southold pv Building Department aVVO rj 54375 Main-Road Vold o ©oY+®� P.O. Box 1179 �v�� Southold, NY 11971 Permit# 49728 Location: 1372 Lighthouse Road, Southold, NY August 18, 2025 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File of(4) color photographs of the recently seeded grounds and property to provide soil stabilization.This recently completed seeding work at 1372 Lighthouse Road also includes new plantings. Additionally, these items are being submitted for review to satisfy final required items as we work towards Permit signoff and closing-out the Job successfully. Thank You for reviewing and working-on this request. Sincerely, . C �J Daniel Zic, JNH Builders, Inc. ba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info@hallockbuilders.com v[ r—r F 1 v 1 L-7- 1 1 V!00 r—ku LJ. - v v 1 o r i , , r .,.. •-yMGsEs. 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Box 1179 BuIFd!nq neparfinent Southold, NY 11971 Town of Southold Permit# 49728 Location: 1372 Lighthouse Road, Southold, NY January 25, 2024 Dear Inspectors and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File of the attached (18) color photographs of the Footing-related and Rebar-related documents to help satisfy the TOS request for many Rebar-related photographs to document installed work, along with (1) "forms-off" Foundation Inspection, now scheduled for tomorrow, Friday,January 26. Thank You for reviewing, and for the time and work on this request. Sincerely, e---o---� Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info@haIlockbuiIders.com V 1 a x gi r 1 F r t fr , F t lam. y s r 7 4 r + . �1.00 Ao 17 *^1y ZAP - `1ra F. -r "`, �` r. - '.o- ` _� - _ 'gyp ��,� .•� � n 1 =�iSzia, v ';l"-¢ '-y� - y '�'•i. `. 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A ` it 114 4fi '�' v e y....r-•..'^ � - �../ \ fie-_ J�r•7.T . / y 3, 1+ w •1. r � A � f JiTj/ AWN _ or t' A. r r f � r.� y'�4 t sjF �t s 3 '_� . . _. ✓. _ .fit - -�j � S.Yr-rP loe J .J` •- 1.. 41. ------------------------- -------- _ - r ..i-�t��, .. � �5.. A .. � v. .. - Ertl�z+"'..� •"'�r-�w 't ., � ti, 'moor b+ ,{{ ,.- +� _ � LL -.K .,y*/ :..• � yr.ti ,.. ,r�r� �� w.v,L ` u .�. _. y: k . - rr � 1. :'� L wt ..,�.,.r- 1. Y•' Y`'�. ,A;4r ` Al 1 e . r. a c y{/♦tad` , r,�q �` sR,, ,V- t wJ� y , i ' s- s s7. In ma WON m r. pl r ••1 • d �r r A'� i I t 1 �1 S ,i v .9 1 t 1 i T T r r d o" Tmmrr -n WTI - a _ f a � ai 6 _ --,,:. ffffff i { �I CAt r S 1� L •� 'ti l y ._. ... . r,�. �' � � ! �• R. ,•y. ��: l t � _ r �' .i� `1� 1 i • �� 1 ��.\ i t � `` � ■�► A'. � � II �;:.� A � `1 pa ;1 .�&� i rwA tit �}g ' F } 1 U5S9 59t QOS t � - F asAir ai e 1� a. j. I I` jJ ,�. Tt'� � • I !I J r t ilo wr a000 ,A n�8elefor 45� , m I 44 "xfsn 177 -� "y. y „ 4 x w .x Y'' Ga w r 1ON��,8wa►j If, I 7 a � 0 a y )f . ��QYa }gQtl � Q• �. �2 222 a ------I---_� •, :----CID C :r -Y12EfP_��o C aN I�Q e r - -- El N _ D g � N �3 Wf= co•___-_ m tr lte� N �N o da a'A of -a> ...... V oi14a �-- Wi, l� �ed 0 a e ------------ a --------_-- -- -N �■ -------- L i '�-�. ,,. o��OE SO�lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 G.t� • Q Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD January 11, 2021 To: Chrysa Pasqualone, Esq. 35 Bank Street Center Moriches, NY 11924 RE: SCTM#50.-5-7—determination of merger request Based on your application, single and separate search, and supporting documentation submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at (631) 765-1802. R c , Da er allis, Plans Exa r GELD INSPECTION REPORT . DATE COMMENTS YT •o FOUNDATION (1ST) - - — — / - ------- ---- ---------------------- - --�—-- -- — — -- Alm Lftmo ix — —o--- - cJj FOUNDATION (2ND) - --- - z ±� 7vICi�1fi ROUGH FRAMING& - -� PLUMBING — Qi INSULATION PER N.Y. STATE-ENERGY CODE ----- - — FINAL 04 ADDITIONAL COMMENTS Kec4f/oSS 9_ D � � •l"��(%U :.'' �,•�a: ,�a' y d v '•�r,"H�Jg•;,,^��' vi-e k- v6r- � � � �,� `7'c G-�u,r e�S 1�t.c'c� � (?��/•¢, -�+� o�►v� -�a r.a v1 e�.1 — --Z �9 ' � H �oo�°ufFnlrQ TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htt--ps://www.southoldtownn� o_v gg Date Received APPLICATION FOR BUILDING; PERMIT For Office Use Only 1 vD ZMENR PERMIT N0. K Building Inspector: l� JUL 2 7 2023 Appllcatlons and forms must 156.filled out in their entlrety� In�ornpI 'te, applications will nqt be accepted� Where`the Applicant�s not the owner,an BUH.DING DEPT. Oyvner's Authorization form(Page 2)shall be completed' TOW! r T c0 Date:J�IV 5+h 202 3 OWNER(5)OF PER— Name:nn nna 11� DD n-e C-3 M'14 SCTM#1000- 0 - ProjectAddressl -Ia L1C_hi�ih®US-e RQa ►. Phone#: ao—ue—,9- Mailing Address: CONTACT�PERSON 117 ��ss 11rr u �/Y� I� l /� Name ® .l�f_— ttVQ.I_►_15,K_. _---A aftl l_cc�'--' Mailing Address: (� nn144JR-m- e- SP, E- N Phone#: 111 n o 2 Email:.llJ � �Q1.1utSa Chim&V, DESIGN=PROFESSIONA4INFORMATION �/j��(� Name:,57 Mailing Address:,Q , �� Phone# .�J_ �' Email: O.SK13.rchule_c u g Co(Y r r_ ..m...__ `�03�. �l 1�1 _ a.. y._. ..w,. r._. _m ©b NF CONTRAC OR IORMATION a ' x Name:S I R0 ) TIn Mailing Address: P I Q� �.-�:.p�� c ��o�m��P�..__.�,.N-9-�p,..,.q�-1.7�___(.�.M,.I_�m.��....�..�`.__,�-..__,_�.�.V..a_�_,.._�...,.�.�.�..._�,._ Phone#:LkQ7 DESCRIPTIONFOF PROPOSED�CONSTRUCTION ' 4 z_.. >x3, New Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $s�50 1 000 ", 00 Will the lot be re-graded? ❑YesXNO Will excess fill be removed from premises? Yes ❑No 1 ; PROPERTY{INFORMATION 9 Existing use of property: Intended use of property: Zone or use district in which premises is situate :. Are there any covenants and restrictions with respect to Rl, ~i'-1 I CV �a �Q this property? ❑YesXNo IF YES, PROVIDE A COPY. J u..., _�... ..M .._.,. ...._. ,._., ..... t-fieek 63OX,AfteX Reading The owner"/contractor/design professional it responsible for all drainage andstorm water s ues as provided by Chapter 236 of the Town Codei'APPLICATION IS HEREBY#MADE to the Building Department for the issuanceof a Building Permit pur uagt to She Building Zone Odinance oitheTownof Southold,Sufolk,county,NewYorkand'otNerpcbtew usf lgao additions,alterations orrfor removal or demolition as herein;described The applicant agrees to comply with;all applicable laws,ordlnan es,bwlding code,'% a housing code and regulations and to admit authorised inspectors on premises and in bi�ilding(s)for necessary inspections False statem'nts matle herefit- punishable ass a Class A misdemeanor pursuant taSectiop 21Q 45 of ttie New York State Penal Lawn�F a N Y Application Submitted By(pri name): RO DC( St"MSK 6 ❑Authorized Agent ❑Owner Signature of Aic : _.._,�... ...... m_v_ ppl,w_ _,_ _. . . _. .... __,.._w... ..W..� Date... ..._..�..Y z . ..w. _ STATE OF NEW WY S : COUNTY OF Y1 t lIL ) �� ✓1'!S4' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signQ contract)above named, (S)he is the �1'tT�� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �0—day of j 20�3 NotA P blic PROPERTY OWNER AUTHORIZATION jar r S7RONISKI K4)i r.,RY PUBLIC (Where the applicant is not the owner) OUALIFIEP SUFFOLK COUNW NY TERM EXPIRES DECEMBER 319d O-A I,W-Y-K CIM`/ residing at do hereby authorize V-\,-/ S3MMG V 1 to apply on my behalf to the Town of Southold Building Department for approval as described herein. 041,1111-) /��We ZX? Owner's Sig Y ure Date Print Owner's Name 2 BUILDING DEPARTMENT-Electric 6spector ' MAR` TOWN OF SOUTHOLD, Town Hall Annex-54376 Main Road- PO Box 1179 Southold, ew York 11971-mPlild$rN C.P �! d�� Telephone(631) 765-1802- FAX(631)76 -902 ro err aC'�southoldtownnv cov-wand aCsoutholdtowna..cov APPLICATION FOR ELECTRICAL INSPECTION FELECTRICIAN INFORMATION (Ali In m atton Required) Date: 3 - 1�_- 9 y Marne: A Gl% ! � s Name: YCF License No.: ,��-�_yp�f Elea,email:, & tav'"'eaS Elec. Phone No: . 31- S- request` n email copy of Certifi a of Compliance Elec,Address.: JOB SITE'INFORMATION (ail information Required) Natn®: ! - : Le- Address: L I �r- - . a Cross Street: Phone-No:: BIdg.Permit#: email: Tax Map'Qistrict: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARt �E (Plaase`Print Clearly): S uarerFoota e: Circle All That A 01y: Is job ready for.inspection?: YES NO Rough in 7 Final Do you need a Temp Certificate?: ' YES O Issued On Temp Information: (all informatlon required) Service SizeM1 Ph❑3 Ph Size: A #Motors Old Meter# ®New Service[]Fire Reconnect[]Flood R.econnect(]Service ReconnectQUnderground[30verhead #Und round Laterals M 1 M2 M H Frame M Pole Work done on Service? Y N Additional Information: PAYMEIV7 DUE WITH APPLICATION �113la �� Rat ovFot/-�,G Ov D BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 oy O� Telephone (631)765-1802 Temporary Certificate # Date3 2024 Customer Name Gam► Electrician Name -91 S} _ M l.h Address Lt hcbse.: M Phone GN _765 qy ay e-mail e-mail 1 Phone License# M - Size ;LOO -A Phase Overhead Underground yC #of Meters Remarks #of Underground Laterals: 1 2 New 401 "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#E Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by }) E C E � V ItjE BUILDING DEPARTMENT-Electrical sect R 1 2 2024 °PEA TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Bp,* ent Southold!New York 11971-0959 6,wa3 0T Telephone (631)765-1802- FAX(631)765-9502 rooerr -southoldtownnv.00v— seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 - I a- rl Company Name: GFC, ! • � Electrician's Name: Y-f' License No.: M(r-3 y®91 Elec. email: A InvM'eaS "o— oA" Elec. Phone No: 31+ GAS I request n email copy of Certifica® of Compliance Elec.Address.: JOB SITE INFORMATION (All Information Required) Name: ' 12A 4 vc--s l � =% Address: L 16 Or NotAy5- 04d 6 v-/7f vC D Cross Street: Phone No.: Z - Bldg.Pennit#: g q q�_R email: -h M, 1 V V Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE S _:_1TAGE (Please On Clearly): S ware Foota e: Circle All That Apply: Is job ready for inspection?: YES 0 e Rough In F � Do you need a Temp Certificate?: YES F NO issued On AS�1 Temp Information: (All Information required) Service Size 1 Ph 73 Ph Size: Q�A #Meters i Old Meter# New Service®Fire Re onnect®Food Reconnect[]Service Reconnect Underground QOverhead #Underground Laterals 1 2N('H Frame Poie Work done on Service? Y N Additional Informatiorif PAYMENT DUE WITH APPLICATION ,3j►a�ay bb CL k E. 0 E -BUILDING DEPARTMENT Electric inspector TOWN OF SOUTHOLD . MAID 2 . Town-Half:Annex- 54375 Malnr Road-- .PO'Box•1179, Southold�New York 11971-0959'. q=b p� Telephone(631) 765-1602- FAX (631)769 62 rogerr(asoutholdtownnyrgov- seandiMsoutholdtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION Eai informauon Required) . Date: JV Company Name: P �' �; � Electrician's Name: J6 License No.: Mir--g Vol I Elec. email: 10 a tavAl leaS 14), Aw -oA-1 Elec. Phone No: 3I-7&9 4 request in email copy of Certifi a of Compliance Elm Address.: JOB SITE INFORMATION (All Informefion Required) Name: LNJ Address: 3 L I - 90,0 6 cif tic 10 Cross Street: Phone No.: V.Z Bidg.Permit#: email: , a Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUAB GE (Please Print Clearly): $'uare footsge: Circle All That Apply: Is job ready for inspection?: YES NO []Rough In Final Do you need a Temp Certificate?: YES O Issued On Temp,Information: (All irtformatlon required) Service Size71 Ph❑3 Ph Size: A #Meters Old Meter# ❑New ServiceOFire Reconnect[]Flood,Reconnect❑Service Reconnect[]Underground averhead #Unde' round,Laterals 1 2 H Frame Pole Work done on Service?' Y . N, Additional Information: PAYMENT DUE,WITH APPLICATION_ . ��vr 1 `� PERMIT# Address: Switches4Ki44,,*1- "�~`m-Ittt- �r Outlets''"' ., °- ►,.1 GFI's"'� uk Surface *4 � 1� Sconces l l HH's** ' .' � till UC Lts Fridge HW K1 POOL Fans Mini Fr. W/D l t Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes 1 t DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat t Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo 11 Cooktop Minisplit Blower AC I AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments `r opt -Ts/ayfd py ho sc of 'od a w � �Fl �o -t e.0 live- COMP-L+1 K +000 CW tAtJ-9d( - I ,11ft n 40 n aor � VW Ines- 0941 AVcT ��-p �- .Q �, � J piv�h,i eu,� �°�e�� n`� ' !, PREMISES ADJOINING TO THE SOUTHEAST: SCTM: 1000-050.00-05.00-009.002 CHAIN OF TITLE Douglas M. Stares, Jr. and DEED Carol Stares,his wife Dated: 07/19/2007 To Rec'd: 07/30/2007 The Douglas M. Stares Revocable Liber: 12515 page 771 Trust, under Agreement dated February 9, 2005, Douglas M. Stares and Carol Stares as Trustees And The Carol Ann Stares Revocable Trust dated February 9, 2005, Carol Ann Stares and Douglas M. Stares as Trustees Douglas M. Stares, Jr. and Carol Ann Stares, as DEED Trustees of the Douglas M. Stares Revocable Dated: 01/10/2018 Trust dated February 9, 2005 and Carol Ann Rec'd: 02/01/2018 Stares and Douglas M. Stares, as Trustees of the Liber: 12948 page 647 Carol Ann Stares Revocable Trust dated February 7,2005 To Steven H. Hahn LAST OWNER OF RECORD eel �'; rninelA �bs �•a nc. By: Donna DeLuca—V. President Sworn to before me this 21 A d y of July, 2023 Notary Public Janet A.Resenedetto Notary Public,State of,Now York No.01 DE4859976 Qualified in Suffolk Coun / - Commission Expires May 27, I L 10PREMISES ADJOINING TO THE SOUTHEAST: SCTM: 0200-050.00-05.00-009.002 CHAIN OF TITLE Clement W. Booth DEED To Dated: 09/20/1956 Clement W. Booth, Jr. and Rec'd: 09/21/1956 Edward D.C. Booth Liber: 4183 page 449 Clement W. Booth, Jr. and Jane DEED Woodburn Booth, his wife,Edward D.C. Dated: 07/02/1957 Booth and Patricia Shannon Booth Rec'd: 11/06/1957 to Liber: 4387 page 178 B & T Enterprises B & T Enterprises DEED To Dated: 07/31/1969 Arlyne J. Gureck, Walter C. Baer, Jr. Rec'd: 08/12/1969 And Pamela R. Caruson Liber: 6602'page 546 Arlyne J. Gureck, Walter C. Baer, Jr. DEED And Pamela R. Caruson Dated: 10/31/1983 To Rec'd: 12/08/1983 Stephen'JVeinrib Liber: 9472 page 457 Stephen'JVeinrib DEED To Dated: 04/24/1985 Claudia Ellen Meyers and Rec'd: 06/25/1985 Christopher W. Olsen Liber: 9818 page 425 Christopher W. Olsen and DEED Claudia Ellen Meyers,his wife Dated: 08/22/1988 To Rec'd: 08/30/1988 Clyde W. Fritz and Liber: 10680 page 330 Joyce B. Fritz,his wife Clyde W. Fritz and DEED Joyce B. Fritz, his wife Date: 05/29/1990 To Rec'd: 07/07/1990 Alice C. Cardo Liber: 11081 page 501 Alice C. Cardo DEED To Dated 12/30/1999 Douglas M. Stares, Jr. and Rec'd: 01/10/2000 Carol Stares, his wife Liber: 12012 page 495 Continued.... lllille/I]at A StraCt, Ina By: Donna DeLuca—V. President SN orn to before me this 2• st da of July, 2023. -A� Notary Public Janet A.DeBenedetto Notary Public,State of New York No,01 DE4859976 Qualified ins k aun!J ) Commission Expires inlay 27, PREMISES ADJOINING TO THE SOUTHWEST: SCTM: 1000-050.00-05.00-008.000 CHAIN OF TITLE Peter French DEED To Dated: 05/28/1904 Charles Tillinghast Rec'd: 07/05/1904 Liber:553 page 534 *Charles Tillinghast died a resident of Suffolk County on July 19, 1917, Suffolk County Surrogate Court File No. 7934. Lottie Tillinghast DEED To Dated: 06/04/1962 Clarence H. Tillinghast Rec'd: 06/18/1962 Liber:5182 page 596 *Clarence H. Tillinghast died a resident of Suffolk County on November 26, 1965, Suffolk County Surrogate Court File No. 554A1965. *Lottie Tillinghast died a resident of Suffolk County on April 3, 1966, Suffolk County Surrogate Court File No. 43P 1967. Matilda F. Merrill, as devisee under the Last DEED Will and Testament of Lottie R. Tillinghast Dated: 02/19/1967 To Rec'd: 02/20/1967 Werner Rosenberg and Liber: 6116 page 589 Ilie Wacs Werner Rosenberg and DEED Ilie Wacs Dated: 12/02/1971 To Rec'd: 12/08/1971 Ilie Wacs Liber: 7063 page 246 Ilie Wacs DEED To Dated: 06/02/1985 Scott Boger Rec'd: 06/06/1985 Liber: 9805 page 97 Scott Boger DEED To Dated: 03/31/1999 Kevin E. Pottmeyer and Rec'd: 04/15/1999 Elizabeth J. Pottmeyer Liber: 11957 page 686 Kevin E. Pottmeyer and DEED Elizabeth J. Pottmeyer Dated: 06/16/2009 To Rec'd: 11/16/2009 Dimitrios Mastorakis and Liber: 12606 page 486 Theodora Laskaris,his wife Dimitrios Mastorakis DEED Theodora Laskaris Dated: 10/18/2017 To Rec'd: 11/24/2017 Erik Anderson and Liber: 12939 page 351 Jasmine Anderson,his wife LAST OWNER OF +CORD aninent Abst`racfA ic. By: Donna DeLuca—V. President Swore to before me tli's 21St day f July, 20 3. r J Janet A.beBenedetto otary Public Notary Public,State of New York No.OIDE4859976 Qualified in-Suffnllc Gaun i` Pommisslon Expires May 27, __ PREMISES ADJOINING TO THE NORTHWEST: SCTM: 1000-050.00-05.00-004.000 CHAIN OF TITLE Peter French DEED To Dated: 05/28/1904 Charles Tillinghast Rec'd: 07/05/1904 Liber:553 page 534 *Charles Tillinghast died a resident of Suffolk County on July 19, 1917, Suffolk County Surrogate Court File No. 7934. Lottie Tillinghast DEED To Dated: 06/04/1962 Clarence H. Tillinghast Rec'd: 06/18/1962 Liber:5182 page 596 *Clarence H. Tillinghast died a resident of Suffolk County on November 26, 1965, Suffolk County Surrogate Court File No. 554A1965. *Lottie Tillinghast died a resident of Suffolk County on April 3, 1966, Suffolk County Surrogate Court File No. 43P1967. Matilda F.Merrill, as devisee under the Last DEED Will and Testament of Lottie R. Tillinghast Dated: 02/19/1967 To Rec'd: 02/20/1967 Werner Rosenberg and Liber: 6116 page 589 Ilie Wacs Werner Rosenberg and DEED Ilie Wacs Dated: 12/02/1971 To Rec'd: 12/0/1971 Ilie Wacs Liber: 7062 page 252 Ilie Wacs DEED To Dated: 05/20/1975 Peral D. Vaughn Rec'd: 06/20/1975 Liber: 7860 page 162 Peral D. Vaughn DEED To Dated: 11/10/1994 Peral Hulse aka Peral Vaughn as Rec'd: 01/26/1995 Trustee, and her successors, of the Liber: 11712 page 128 Peral Hulse aka Peral Vaughn Trust dated February 24, 1993 Peral Hulse aka Peral Vaughn, as DEED Trustee, and her successors, of the Dated: 07/19/1996 Peral Hulse aka Peral Vaughn Rec'd: 07/25/1996 Revocable Trust dated February 24, Liber: 11784 page 390 1993 To Camille Broussard LAST OWNER OF RECORD -"21 Eminent Ab' r ct; Iiic By: Donna DeLuca—V. President S orn to before me Rlis21 st ay of July,20; ��-- J� 3 . Notary Public Janet A.DeDenedetto Notary Pub'lic,.9tate of New York. No.09 DE4859976 Qualified in Suffolk C � 277t mrr�lssioiori Expires Mav 27_ PREMISES ADJOINING TO THE NORTHEAST: SCTM: 1000-050.00-05.00-06.000 CHAIN OF TITLE No proof of death found for Robert D. Heiss in Suffolk County Surrogate Court. Margaret M. Heiss DEED To Dated: 10/27/2010 Margaret M. Heiss and Nance Rec'd: 02/16/2011 Heiss, as Trustees of the Living Liber: 12651 page 405 Trust of Margaret M. Heiss Nancy Heiss aka Nance Heiss, as DEED Trustee of the Living Trust of Dated: 01/19/2012 Margaret M. Heiss Rec'd: 01/31/2012 To Liber: 12683 page 733 Robert A. Blank and Ginny R. Blank,his wife LAST OWNER OF RECORD F 1': i nent Abstract,-hic. By: Dbn a DeLuca—V. President F f F P i Sworn to before me this,21st day f July, 2023. f Notary Public Janet A.DeBenedetto Notary Public,State of New York No.o1DE4859976 Gtu d in ices lk Coun MaY 214,-! /commission Expires PREMISES ADJOINING TO THE NORTHEAST: SCTM: 1000-050.00-05.00-06.000 CHAIN OF TITLE Peter French DEED To Dated: 05/28/1904 Charles Tillinghast Rec'd: 07/05/1904 Liber: 553 page 534 *Clarence H. Tillinghast died a resident of Suffolk County on November 26, 1965, Suffolk County Surrogate Court File No. 554A1965. Lottie Tillinghast DEED To Dated: 06/04/1962 Clarence H. Tillinghast Rec'd: 06/18/1962 Liber: 5182 page 596 *Clarence H. Tillinghast died a resident of Suffolk County on November 26, 1965, Suffolk County Surrogate Court File No. 554AI965. *Lottie Tillinghast died a resident of Suffolk County on April 3, 1966, Suffolk County Surrogate Court File No. 43P1967. Matilda F. Merrill, as devisee under the Last DEED Will and Testament of Lottie R. Tillinghast Dated: 02/19/1967 To Rec'd: 02/20/1967 Werner Rosenberg and Liber: 6116 page 589 Ilie Wacs f Werner Rosenberg and DEED Ilie Wac Dated: 12/02/1971 To Rec'd: 12/08/1971 Ilie Wac Liber: 7063 page 250 t Ilie Wac DEED To Dated: 04/26/1985 David A. Doroski and Rec'd: 05/08/1985 Dawn M. Doroski, his wife Liber: 9786 page 155 David A. Doroski and DEED Dawn M.Doroski,his wife Dated: 04/08/1994 To Rec'd: 04/15/1994 Robert D.Heiss and Liber: 11672 page 874 Margaret M. Heiss Continued.... E"Iiiient Abstract, Inc. f�' By: Donna DeLuca—V. President Sworn to before me this 2 Sr clay of July,2023. Notary Public Janet A.DeGenedetto Notary public,State of'NewYork Nied ipG�#859 Co Qualified in Suffolk Cou Commission Expires May 27, �� SUBJECT PREMISES: SCTM: 1000-050.00-05.00-007.000 CHAIN OF TITLE- CONTINUED *Abandonment of Claim made by Allan D. Grecco, Director of Division of Real Estate, Suffolk County Department of Planning in Liber 11969 page 639. County of Suffolk DEED To Dated: 06/09/1999 Wendy Rosenberg and Rec'd: 11/29/1999 Peter Rosenberg Liber: 12003 page 705 Peter Rosenberg and Wendy Rosenberg DEED To Dated: 05/26/2021 Diane Barnes Gray and Mark Gray, husband and wife Rec'd: 07/27/2021 Liber: 13113 page 761 LAST OWNER OF RECORD Al minent Abstract, Inca By: Donna DeLuca—V. President Sworn to before me this 215' day of July,2023. Janet A.beBenedetto Notary Public,State of New York No.01 DE4859976 Qualified in Suffolk County Commission Expires May 27, . Notary Public SUBJECT PREMISES: SCTM: 1000-050.00-05.00-007.000 CHAIN OF TITLE Peter French DEED To Dated: 05/28/1904 Charles Tillinghast Rec'd: 07/05/1904 Liber: 553 page 534 *Charles Tillinghast died a resident of Suffolk County on July 19, 1917, Suffolk County Surrogate Court File No. 7934. Lottie Tillinghast DEED To Dated: 06/04/1962 Clarence H. Tillinghast Rec'd: 06/18/1962 Liber: 5182 page 596 *Clarence H. Tillinghast died a resident of Suffolk County on November 26, 1965, Suffolk County Surrogate Court File No. 554A1965. *Lottie Tillinghast died a resident of Suffolk County on April 3, 1966, Suffolk County Surrogate Court File No. 43P 1967. Matilda F. Merrill, as devisee under the Last DEED Will and Testament of Lottie R. Tillinghast Dated: 02/19/1967 To Rec'd:02/20/1967 Werner Rosenberg and Liber: 6116 page 589 Ilie Wacs Werner Rosenberg and DEED Ilie Wacs Dated: 12/02/1971 To Rec'd: 12/08/1971 Werner Rosenberg Liber: 7063 page 248 *Werner Rosenberg died a resident of New York County on January 8, 1990. Peter Rosenberg and Wendy Rosenberg DEED As Executors of the Estate of Werner Rosenberg Dated: 02/08/1991 Under Article 5th of the Last Will and Testament Rec'd: 05/28/1991 Of Werner Rosenberg Liber: 11268 page 293 To Peter Rosenberg and Wendy Rosenberg John C. Cochrane, County Treasurer DEED Of the County of Suffolk Dated: 05/30/1996 To Rec'd: 06/05/1996 County of Suffolk Liber: 11777 page 301 —Continued- 1 n incnt Abs.r- t, Inc. By: Donna DeLuca—V. President Sworn to before me this 21st day of July, 2023. Janet A.DeBenedetto Notary public,State of New York No.OIDE4859976 Qualified in Suffoilc Coun! �? Commission Expkes fay 27, otary Public SCHEDULE"A" ALL that certain plot,piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the boundary line between land of Baer and land of the party of the first part,North 59 degrees 04 minutes 40 seconds East, 162.66 feet along said boundary line from the easterly line of Lighthouse Road, from said point of beginning running along land of the party of the first part,North 41 degrees 18 minutes 20 seconds West, 167.38 feet; thence along the centerline of a 30 foot right of way,being also along other land of the party of the first part North 48 degrees 34 minutes 40 seconds East, 160.0 feet;thence along other land of the party of the first part South 41 degrees 18 minutes 20 seconds East, 197.03 feet;thence along said land of Baer,North 59 degrees 04 minutes 40 seconds West, 162.66 feet to the point of BEGINNING. 6,A y - • r Eminent,Abs -act', Inc. " By: Donna DeLuca—V. President Sworn to before me this 21st d of July, 2023. 4 . . Notary Public Janet A.DeBenedetto NOtM pubiio,State of New York No.O'IDE4859976 ty( Qualified in Suffolk.Y U ..jl— Commission Expires EA2762-S COUNTY OF SUFFOLK ) SS.. STATE OF NEW YORK ) EMINENT ABSTRACT, INC. As Agent for WESTCOR LAND TITLE INSURANCE COMPANY,INC. being duly sworn deposes and says: THAT a search made of the records of the County Clerk's Office of Suffolk County for the following described property: 1372 LIGHTHOUSE ROAD, SOUTHOLD,NY ALSO being known and designated on the Suffolk County Real Property Tax Agency Map as: DISTRICT: 1000 SECTION: 050.00 BLOCK: 05.00 LOT: 007.000 See description on attached Schedule"A" THIS search is for information. The Company's limit of liability under this certificate, for any reason whatsoever, whether based on contract or negligence; shall not exceed$25;000.00 and shall be confined to the applicant to whom this certificate is addressed. No policy to be issued hereunder. Searches have been run from September 20, 1956. Premises has been in single and separate ownership since December 2, 1971. Dated: July 21, 2023 . v Eminent Abstract, Inc. By: Donna DeLuca—V. President Sworn to before me this 21 s` d of July,2023. Notary Public Janet A DeSenedetto Nota q Public,State of New York No.01 DE4859976 Qualified In Suffolk Countyo� L� Commission Expires.May 27,,__ / and. Cowstruction Management Services Architecture a vices r -ern architecture,p.c, TRANSMITTAL SHEET TO: FROM: Whom it May Concern Robert Stromski COMPANY: DATE: Town of Southold July 26,2023 Budding Department Town Hall Annex 54375 Main Road P.O.Box I 179 Southold,New York I I 971-09S9 PHONE NUMBER: CC: (631)765-1802 RE: JOB NUMBER: BUILDING PERMIT APPLICATION SUBMITTAL 22-AR030 1372 LIGHTHOUSE ROAD SOUTHOLD 11971-SCTM NO.:50-5-1 CI FOR APPROVAL DFOR REVIEW AND COMMENT 11FORYOURUSE 11NOEXCEPTION E]REVIEW MAKE CORRECTIONS NOTED DREVISE AND RESUBMIT EIREJECTED COPIES DESCRIPTION I Building Permit Application,Includes Owners Authorization I Certificates of Insurance from STROMSKI Architecture P.C. I RESCheck Signed from STROMSKI Architecture P.C. I Manuals from Home Energy Solutions I Single and Separate Determination I Survey from Peconic Surveyors,P.C.signed&sealed by Donald J.Metzger I Suffolk Country Department of Health Stamped Approval 4 Sets of Plans from STROMSKI Architecture P.C. REMARKS: P.O.BOX 1254 PHONE(631"779-2832 JAMESPORT,NEW YORK 11947 FAX(631)779-2833 Town of Southold Building Department 54375 Main Road P.O. Box 1179 Southold, NY 11971 Permit# 49728 Location: 1372 Lighthouse Road, Southold, NY February 14, 2024 i Dear Inspectors and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File of the "Foundation Location" Survey, dated 12/13/2024 to help satisfy remarks made during the 1/26/2024 Foundation Inspection. Please see the enclosed (1) original-stamped, signed copy of this required Survey of the property and detailing the New Home with attached Garage's Foundation location. I would also respectfully request please, if doable, Hallock Builders be made aware of the review results, specifically myself at mobile#(917) 334-4111, or Jeff Hallock at mobile#(631) 445-4011 or at office#(631) 722-3261. Thank You for reviewing and for Your time and work on this request. ely, Daniel Zic JNH Builders,11nc. dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address:-info@hallockbuilders.com E C E Q ,V E ; 2024 FEB 1 4 �. T.n;rm't": 'sC�i.•.°fC%Gina 7,7 r 1;7,7 9P 5,,o,v;v r MAR 6 2025 E C E Q U E AUG -,6 2025 Town of Southold Building Department Building Department Town ot'Southold 54375 Main Road P.O. Box 1179 Southold,IVY 11971 Permit# 49728 Location: 1372 Lighthouse Road, Southold, NY August 6, 2025 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job file of(1) green-stamped, original copy of the Approval of Constructed Works final survey from the Suffolk County Department of Health Services, as we work towards satisfying remarks and required items for Permit signoff, and the Certificate of Occupancy. Thank You for reviewing and working-on this request. Sincerely, Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info.@hallockbuilders.com / VACANT , CERTIFIED TO // SURVEY OF PROPERTY DIANE BARNES—GRAY / ' �\ //� AT SOUTHOLD MARK GRAY EMINENT ABSTRACT, INC. ,' \ DWELLING / FPIPE ND. TO TAN OF SO UTHDLD WESTCOR LAND TITLE INSURANCE COMPANY / �\ PUBLIC WATER /// //� SUFFOLK COUNTY, MY 1000-50-05-07 • �- / SCALE. 1 -30 DECEMBER JO, 2020 (REVISION) JANUARY 5, 2021 (FENCE OFFSET) APRIL 14,2021 TANK REMOVED N/O/F f PIPE / \ \ CAMILLE BROUSSARD / / FND. VACANT N/O/F / ROBERT D BLANK \ GINNY R BLANK DWELLING � PUBLIC WATER DWELLING / CL=59.3' / PUBLIC WATER // , PIP / / •Ou- FND. /FEN.COR. PIPE 4 FND. EL=59.5' FEN LINE 2.4'W \ / STOCKADES FEN.END 3.6 N ERIK ANNDERSSON JASSMINE ANDERSSON \ FEN, DWELLING \ 16NN FEN.1.1'N O• /// PUBLIC WATER \r 0.4'S f\ PIPE FND. + CMF N/O/F EL-60.2 STEVEN H HAHN EL=56.2' / �/ 6 COR. DWELLING / PUBLIC WATER /v. � / ELEVA77ONS REFERENCED TO NA VD 88 S 6,L666 L� 4p 16�. / KEY slk opo / Q REBAR / = WELL F NF W Yo A = STAKE ® = TEST HOLE 6 = PIPE ® = MONUMENT Fxlx4Ax• = WETLAND FLAGV;;Ep��ao = U77LI TY POLE N.Y.S. LIC. NO. 49618 ALL PROPER77ES WITHIN 150' ON PUBLIC WATER PECONIC SU VEYORS, P.C. ANY AL7E'RA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW AREA= �29,153 SO. FT. (631) 765-5020 FAX (631) 765-1797 YORK STA7F EDUCA77ON LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL P.O. BOX 909 CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR 1230 TRAVELER STREET COPIES BEAR THE IMPRESSED SEAT_ OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 12JO LD, N.Y. 11971 E 20_O�f DWELLING INFORMATION TAKEN FROM / / MCDONALD GEOSERVICES 1 OSJ__� D N] __� W CONS :-ZILJC ON 1 -101:,Z Pl,"_ZO Ph- TI 6"_ 1 6— 6- 6- 11-00 PUBLIC WATER / DATED: JUNE 2021 BROWN LOAM OIL BROWN SILT ML r---� 3'-00 S 1_� `._./ J V l S K 1_ 'A / architecture, p.c. F / ELEVATION / P.O.BOX I254 JAMFSPORT,NY 11947 // / CL=61.9' / BROWN SILTY SAND SM PHONE(63I)779-2832 FAX(63I)779-2833 / N/O/F 2 L THOUSEROAD , 13� IG SOUTHOLD NEWYORK / ROBERT D BLANK N/0/F � dPE / CAMILLE BROUSSARD / PROPOSED F / GIN NY R BLANK 91-01 VACANT ELECTRIC DWELLING SURVEY DONE BY: // O SERVICE�� PUBLIC WATER PECONIG SURVEYORS P.C. / OO P POSED 8'X F V' T:(631)765-5020 -RING FOR GRAVEL F: (631)765-17g7 // RIGHT-OF-WAY / STORMWATER \ P.O. BOX 90g ` PROPOSED(2) TO REMAIN BROWN FINE SAND SP 112 TRAVELER STREET F SUURVEYOR: DONALD J. METZGER LIC NO.:49618 DRAIN,TO BE PI \ +PED TO T RIN 0 • PROPERTY INFORMATION: LOT AREA: 2g,715.6 SQ.FT. ` /�� O• - .., PROPOSED 8'X4' SCTM NO.:1000-50-5-7 ----RING FOR \ / PROPOSED F STORMWATER WATER 1T-0 NO WELLS ARE LOCATED WITHIN 150' OF THE PROPERTY. !s SERVICE ELEVATIONS REFRENCED FROM NAV DATUM '88. / 0, COMMENTS: NO WATER ENCOUNTERED NO GAS SERVICES TO BE PROP05ED OR INSTALLED. J /�` �• ASPHALT PROPOSED DRIVEWAY'" `� Proposed New Construction For: SITE DATA �1 / 'J� / J ® % PROPOSED PROPOSED 8'X5 Residence / X �� PROPOSED FRONT DECK RING FOR J ` STORMWATER / � WALKWAY 'Design Professionals Certification Required. g q TEST HOLE PROPOSED J' Submit P.E. or R.A. Certification For ,�/ ELEVATIONS / LOCATION 1-STORY / CL=59.3 / ELEVATION:60.0' SINGLE FAMILY RESIDENCE The Installation and Construction of the Sewage Disposal System DWELLING y�/ PROPOSEDB'X5' ,�. (4BEDROOMS) '0 ~ ` PUBLIC WATER �/ / RING FOR �O� ELEVATION:63.0' \ / IP el0 Use Form WWM 073 / P STORMWATER FND. FEN.CO 0 3'2 W q� PROPOSED NOTES �/ OQ �/ �` REAR DECK 1372 Lightouse Road <A o0 oC'o Southold, New York 11971 I 'REQUIRED �R, // / ��/ �� ,�� s F� o< S.C.T.M.#I000-50-5-7 x AVATIOI`� INSPECTION � /�/ �p+tip, _ 0 '61 / E`\� ,- �y PROPOSED REVISIONS / 0 y ( i SANITARY PIPE FORSANITARYSYSTEM `s' /� / ,� ��,� i SYSTEM FND. EL=59.5' � / O FEN.LINE PROPOSED 8'X5' RING FOR Y EALTH 1 \ // // 2.4'W STORMWA ER N/O/ O E ARTf�EIUT // �/ � F O / STEVEN H HAHN DWELLI NG O Av / 626 PUBLIC WATER O NOTE: ALL CONDUITS BETWEEN PANEL AND \ • Dt� \ STOCKADE FEN. TREATMENT TANK MUST BE SEALED TO PREVENT GAS / Dt END 3.6'N O LEAKAGE INTO PANEL / F 0/N FOR WIFl COMMUNICATION DEVICE; / / A ERIK ANDERSSON O USE ALARM/CONTROL PANEL MDL#1045040 \ // �/ 11 \ CONTROLLER C MFG BY SJE RHOMBUS JASSMINE ANDERSSON FEN. FEN. O ALARM/CONTROL /s / / DWELLING �'9!� \ 1.6'N FEN.1.1 N PANEL MDL#1041972 '0, / PUBLIC WATER 0.4'S O METER CONTROLLER A /C�, / MFG BY SJE RHOMBUS INCOMING SERVICE CONTROL PANEL MOUNTED ON / /� / t`,' �+ Dc� O 4"x4" PRESSURE TREATED DEDICATED // •�' n O O WOOD POSTS 15 AMP BREAKER +T_ 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY PIPE O INSULATED #12-2 AWG WITH GND IN 1" PVC CONDUIT FND � O AIR WEATHER MAIN CMF BLOWER RESISTANT SERVICE EL=60.2 O M BLOWER PANEL --v--zr- ENCLOSURE �� FEN.COR 3 PROPOSED SITE PLAN Scale: 1•"20'-0* O FIN. GRADE EL--56.2' / / 7,6'W SP-I SITE SQ.FT: 2g,715.6 O HAP.DWIRE ELECTRIC SUPPLY C/ ` / TO BLOWER TO FUJICLEAN OWTS �, / SEAL SPLICE BOX AIR LINE TO ELECTRICAL SUPPLY GROUND SJE RHOMBUS AIR BLOWER �i V�v� FUJICLEAN OWTS I CONTROL ,p CONTROL PANEL & BLOWER PANEL A G ® + , `P(` / R SCALE: NTs ELECTRICAL ONE—LINE DIAGRAM Roy / _ / _ �\� e STR�iy �/ �• 1b O�s � ;• �6 16 / r w � �6 • / s� 029169 O� f N 4" PVC 0 4" PVC 0 4" PVC O / ` - 1 STORY 2.00% MIN. 1.00% MIN. 1.009E MIN. O reserved.The Architect reserves the right to reproduce this FRAME HOUSE f'�, Copyright 2022 STROMSKI architecture,p.c.All rights design in its entirety or any portion thereof.Unauthorized (4 BEDROOMS) RISERS & COVERS '`= g P ' FFEL=63.0 WITH SAFETY LIDS LOCKING / alteration of these documents is a violation of the New York MFG BY TUF-T1TE OR CASTING TO PRECAST TOP / �. , t State Education Law.These drawings and specifications are APPROVED EQUAL GRADE SLAB OR �° "� - "� 1,. an instrument of service and are the property of the Architect. RIM=610 DOME These drawings and specifications are not to be used on any . EL=61.5 RIM=61.0 EL-60.5 other project,except by written permission of the Architect. 77 CONC. COVER PROJECT NO. 22-AR030 ' F U J I C L EA N 1/A OWTS SCALE As Noted DATE I/27/2023 I ------- ---�A •[ DRAWN BY TLD CHECKED BY RS IE=57.70 - O IE=57.33 IE=57.28 IE=57.18 IE=57.06 SUFFOLK COUNTY DEPARTMENT OF �� EALTH SERVICES � �' �' TITLE IE=57.50 1,1r ;'1 Fo,!,, F mil'.` F "in PROVIDE CLEAN OUT AT FACE SEE DETAIL FOR PERMIT FOR APPROVAL O F C O N ST RU TI O N FOR A OF BUILDING OWTS COMPONENTS 4' DIAL DISTRIBUTION BOX 4 AIR LINE TO BLOWER PROVIDE END CAP LEVELING DEVICE io S I I�G L E FAMILY RESIDENCE Q L� Proposed MDL#SL-4 MFG BY TUF-TITE OR APPROVED EQUAL FOR ALL 500 GAL. I/A OWTS DISTRIBUTION BOX OUTLET PIPES Site Plan MDL. CEN-5 MFG. BY FUJICLEAN USA BOT=51.06 SANITARY LEACHING POOL M HYDRAULIC PROFILE TOTAL of (2) POOLS DATE 6/14/2023 H .S REF. No. R-23-0541 -� SCALE: N.T.S. HIGHEST EXPECTED GW EL 300 SFSWA APPROVED SHEET FOR MAXIMUM OF 4 BEDROOMS La Ca La,�,:: ', 2 sp - I PROPOSED I.A. sYsnm Scale: N.T.S. EXPIRES THREE YEARS FROM DATE OF APPROVAL 3 KEY MAP Scale: N.T.S. . SP-I SEE NOTES FOR SYSTEM BELOW SP_1 �4 o$ 5� FOU NDATION LOCATION Q4yy� SITUATE 21"1510? SOUTHOLD / TOWN OF SOUTHOLD / 'M SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-50-05-7 SCALE 1"=20' FEBRUARY 13, 2024 AREA = 29,153 s / / Q �OOOO . ft.0.669 ac. Ss�g9 / / f , / 0. 0 g�5 .0. �P 0 -1 / .0. ! NOW O �Irlo, lop S. o. o• 0, V m \ice FJ O �N�o \ 1°/E 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF (� V SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CATtH INDICATED HEREON SHALL RUN ONLY N O O v r ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE t� TITLE COMPANY, GOVERNMENTAL AGENCY AND •�� '�G LENDING THE INSTITUTION LISTED ASSI GNE ES OF TO THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. G J THE EXISTENCE OF RIGHT OF WAYS 7 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN AC �E"' RQD • STANDARDS FO ED Nathan Taft Corwin III BY THE LI.A� 0 FOR SUCH 6 T�""� ' 0Land Surveyor •_ =S * Successor To: Stonley J. Isaksen, Jr. LS. r- i Joseph A. Ingegno LS. n ^ Titre Surveys — Subdivisions — Site Plans — Construction Layout i� � �i2t$'''•• 04 �,.•' �� PHONE (631)727-2090 Fax (631)727-1727 to •.•• �� OFFICES LOCATED AT MAILING ADDRESS �D1111�1� 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 N.Y.S. Lic. No. 50467 E—Mail: NCorwin3®aol.com 43-239 SURVEY OF PROPERTY LM ' Ar TPv1FN1{ f� 'HE A LTH SEER r C%j � � �Io °`�5 SOU'THOLD sl : . .>.r,� t 0F C01'4cTRk'CTCLL, W�()P,I,r �r,„F� n � C, � �� TOWN OF SOUTNOLb �„ 4C �T�C RFI � nnnn (n� ' ` "� 'titi' SUFF OLK COUNTY, NEW YORK -, �"t(.7 i�,�t,.'it9'r !',, .. l:�J F ., �- S.C. TAX No. 1000-�50�-05-'7 �. _. .. . .. . . . ._.� SCALE 1"=20' FEBRUARY 13, 2024 JUNE 17, 2025 FINAL SURVEY JUNE 21, 2025 UPDATE FINAL SURVEY �,, TOTAL AREA '- 29,153 sq. ft. 'j)J'F� / 0.669 cc. � BUILDABLE AREA = 25,140 sq. ff. (TOTAL LOT AREA LESS EASEMENTS r H S r r- / dt RIGHT OF WAY AREAS) �r'p, OVECO R BUILDABLE GE DATA / , DESCRIPTION AREA % LOT COVERAGE HOUSE 2,980 sq. ft. 11.9% / FRONT PORCH 43$ sq. ft. 1.7% REAR PORCH 254 sq. ft. 1.0% POOL 560 sq. ft. 2.2% o. �� / tt� � qt 0� ITOTAL 4,232 sq. ft. 16.8% 0 MAXIMUM 5,028 sq. ft. 20% �Q ?� 10/ �,� `�, �� SEPTIC SYSTEM TIE MEASUREMENTS MAIN HOUSE 4 �� s^J .;:., CORNER A 6. HOUSE HOUSE �I'��QeL � � � r � �� ,�y ❑ CORNER I 1' I/A FUJI TREATMENT CEN-5� OUTLET COVER 28.5' 37' _'� '�� / ,✓� r '� vNE ,��;,. e '°` s� / /"} DISTRIBUTION BOX Y / 33.5' 42' LEACHING POOL 1.,n.5, r ,,�' �` � r eA y PQP ,,✓ COVER 1 LEACHING POOL 35, �.-•/ � � J' �� ' �rtr COVER 2 �py�� J��j �y �Qyy .y qa, •o. ,p O� —E'ELEC�TRt uivE Nn lot A� eL ,� + 4 e^ �,• rer. Lvt UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 2uWOF THE NEW YO2K STATE �r THECOP ES OF LAND SURIS VEYOR'S INKED SURVEY MAP NOT LNG KED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1� IS PREPARED, AND ON HIS BEHALF TO THE 61� TITLE PANY. GOVERNMENTAL AGCY 4 NQ) LENDING`GIINSTMMON LISTED HEREON.EN AND D •� G0 '' TO THE ASSIGNEES OF THE LENDING INSTI- �, G� TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LI.A.L. .AyQ MpI�$QVED K D ADOPTED LAND FOR SUCH �l 111$'NC1t( j�i Land Surveyor TITLE A F /"�"//' t_ yo i Successor To: Joseph A. Isaksen L.S.US. -• 2; Title Surveys — Subdivisions — Site Plans — Construction Layout m PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADORE55 / �'• •0167 -1� Z, 1586 Main Road P.O. Box 16 1•••.•.• ''o %'Z James port, New York 11947 Jamesport, New York 11947 TN.Y.S. Lic. No. 50467 p E—Mail: NCorwin3ftol.com A CGenerated by REScheck-Web Software l �J( Compliance Certificate Project Gray Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,380 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1372 Lighthouse Road Mark&Diane Gray STROMSKI Architecture P.C. 1372 Lighthouse Road, NY 11971 P.O. Box 113 P.O.Box 1254 South jamesport, NY 11947 jamesport, NY 11947 (908)397-7599 (631)779-2832 dbarnes.gray@gmail.com robert@stromskiarchitecture.com Compliance: Passes using UA trade-off Compliance: 12.4%Better Than Code Maximum UA: 517 Your UA: 453 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 3,630 30.0 0.0 0.035 0.026 127 94 Wall:Wood Frame, 16" D.C. 2,380 0.0 28.0 0.031 0,060 58 112 Door: Solid Door(under 50%glazing) 65 ' 0,170 0.320 11 21 Door 1:Glass Door(over 50%glazing) 48 0.170 0.320 8 15 SHGC: 0.31 Window:Vinyl Frame 403 0.280 0.320 113 129 SHGC: 0.31 Basement Wall: Solid Concrete or Masonry Wall height:8.0' 2,480 0.0 13.0 0.055 0.059 136 146 Depth below grade: 7.0' Insulation depth: 7.0' Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 1 of10 , Compliance Statement. The proposed building design described here is c sistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed build in as been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r irements listed in tbeREScheck Inspectio Checklist. Name-Title e Date Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web �J( Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, Construction drawings and ❑Complies 103.2 !documentation demonstrate i ❑Does Not ; [PR1]1 ;energy code compliance for the ;building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable ,construction documents. 103.1, ;Construction drawings and ;❑Complies 103.2, 'documentation demonstrate i❑Does Not 403.7 ;energy code compliance for [PR3]1 ,lighting and mechanical systems. I I❑Not Observable v :Systems serving multiple #❑Not Applicable ; ;dwelling units must demonstrate ; 3 (compliance with the IECC i Commercial Provisions. < 302.1, Heating and cooling equipment Is i Heating: ; Heating: i❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ,p Manual J or other methods ; '❑Not Observable V approved by the code official. ; Btu/hr i Btu/hr ;❑Not Applicable f Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value . Value Complies. _ Comments/Assumptions &Re .ID 402.1.1 ;Conditioned basement wall ; R- R- Z]Complies I See the Envelope Assemblies [F04]1 :insulation R-value.Where interior I R. R_ ;❑Does Not I table for values. U :insulation is used,verification ; ;❑Not Observable may need to occur during ;❑Not Applicable ;Insulation Inspection. Not PP ;required in warm-humid locations; ;in Climate Zone 3. 303.2 ;Conditioned basement wall '❑Complies [FO5]1 :insulation installed per �❑Does Not U ;manufacturer's instructions. .A I ;❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;[ Complies ;See the Envelope Assemblies [FO6]1 !insulation depth of burial or ;❑Does Not ;table for values. U :distance from top of wall. ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed I ❑Complies [F011)z to protect exposed exterior } ❑Does Not insulation and extends a U minimum of 6 in. below grade. i IE]Not Observable j❑Not Applicable 403.9 Snow-and ice-melting system IrlComplies [FO12]2 controls installed. 3❑Does Not V I❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 4 of10 Section Plans Verified Field Verified #,. Framing/Rough-in Inspec#ion Complies'" Comments/Assumptions & Re .ID Value Value 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not stable for values. [00 ;❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). :❑Does Not ;table for values. 402.3.3, 402.5 UNot Observable [FR2]1 :❑Not Applicable r 303.1.3 U-factors of fenestration products( ;❑Complies j [FR4]1 are determined in accordance I ` ;. UDoes Not with the NFRC test procedure or i ;❑Not Observable ,taken from the default table. f i ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier # ❑Complies [FR23]1 installed per manufacturer's c ❑Does Not U ;instructions. ❑Not Observable f ❑Not Applicable 402.4.3 !Fenestration that is not site built ? ❑Complies ; [FR20]1 :is listed and labeled as meeting ( ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 t for has infiltration rates per NFRC ❑Not Observable I :400 that do not exceed code ; ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures? JE]Complies j [FR16]2 Isealed at housing/interior finish + ❑Does Not +and labeled to indicate s2.0 cfm I i 'i leakage at 75 Pa. '[--]Not Observable I❑Not Applicable 403.3.1 ;Supply and return ducts in attics 3❑Complies [FR12]1 linsulated >= R-8 where duct is `,I❑Does Not >=3 inches in diameter and > _ ❑Not Observable R-6 where <3 inches.Supply and ;return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 ;for< 3 inches in diameter. i 403.3.2 !Ducts, air handlers and filter IlComplies I [FR13]1 !boxes are sealed with 5❑Does Not ;Joints/seams compliant with I i International Mechanical Code or ;❑Not Observable :International Residential Code,as ❑Not Applicable ; applicable. I 403:3.5 Building cavities are not used as k `OComplies [FR15]3 ducts or plenums. t Does Not f� §❑Not Observable , ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- C-lComplies [FR17]2 above 105 QF or chilled fluids 1❑Does Not U " below 55 QF are insulated to zR- i 3 ; :[--]Not Observable ; ❑Not Applicable 403.4.1 !Protection of insulation on HVAC s❑Complies [FR24]1 (piping. i EIDoes Not G' ❑Not Observable .,❑Not Applicable 4035.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 R-3. ;❑Does Not U ; (❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) J..3 1 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 5 of10 Section Plans Verified Field Verified # , Framing Rough-in Inspection Complies?: Comments/Assumptions &Re .IfD Value Value 403.6 Automatic or gravity dampers are 111Complies [FR119]1 installed on all outdoor air ❑Does Not intakes and exhausts. ;❑Not Observable 3,❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies?; , Comments/Assumptions & Req.ID 303.1 JAII installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. IE]Not Observable I tlNot Applicable 402,1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ,See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ;❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; :requirement applies(FR10). ;❑ Steel ;❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 ;manufacturer's instructions. i❑Does Not , I {❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 7 of10 Section PIS V luefied Field Verified # Final,lnspection Provisions Coro plies?. Comments/Assump'tions &.Req.I D 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ';❑Does Not table for values. 402.2.2, ❑ Steel Steel Not Observable 402.2.E ❑ ;❑ [FI1]1 :❑Not Applicable I ; 303.1.1.1,;Ceiling insulation installed per ? S❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. '❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]z insulation include baffle adjacent ❑Does Not to soffit and eave vents that 3 extends over insulation. ;❑Not Observable I []Not Applicable 402.2.4 ;Attic access hatch and door R- ; _R- ;❑Complies [FI3]1 insulation zR-value of the ;❑Does Not ;adjacent assembly. ; ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 t ACH 50= ACH 50 = ;❑Complies [FI17]1 each in Climate Zones 1-2,and i❑Does Not , <=3 ach in Climate Zones 3-8. I❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [F127]1 "determine air leakage with f ftz ft2 ;❑Does Not j :either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including ; ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air handler enclosure. ; 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI411 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in ;❑Not Observable (tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 r handler leakage designated r ❑Complies ;Ai [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. []Not Observable IE]Not Applicable 403.1.1 Programmable thermostats ;❑Complies [FI9]2 installed for control of primary ;❑Does Not heating and cooling systems and initially set by manufacturer to i i❑Not Observable code specifications. ❑Not Applicable 403.1.2 - Heat pump thermostat installed f I❑Complies [F11012' on heat pumps. t' []Does Not !❑Not Observable ( " ❑Not Applicable 403.5.1 Circulating service hot water t 11771Complies [FI11]2 systems have automatic or !❑Does Not accessible manual controls. J}❑Not Observable E]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3'1 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 8 of10 Section, Plans.Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.6.1 All mechanical ventilation system ❑Complies [F[25]2 fans not part of tested and listed 10Does Not HVAC equipment meet efficacy and air flow limits per Table ]❑Not Observable R403.6.1. I 1❑Not Applicable 403.2 Hot water boilers supplying heat ( ,J❑Complies [FI26]2 }through one-or two-pipe heating F + A❑Does Not systems have outdoor setback i control to lower boiler water ;![]Not Observable temperature based on outdoor r f ❑Not Applicable temperature. 403.5.1.1 $Heated water circulation systems ; �❑Complies [FI28]2have a circulation pump.The k J❑Does Not system return pipe is a dedicated ;❑Not Observable ' Ireturn pipe or a cold water supplyi pipe.Gravity and thermos- J❑Not Applicable syphon circulation systems are not present. Controls for f circulating hot water system i pumps start the pump with signal+ for hot water demand within the , occupancy. Controls automatically turn off the pump when water is in circulation loop ; }is at set-point temperature and I no demand for hot water exists. i 403.5.1.2 Electric heat trace systems k _ ❑Complies [FI29]2 comply with IEEE 515.1 or UL k []Does Not 515.Controls automatically adjust the energy input to the $ ❑Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the t piping 4015.2 Demand recirculation water ❑Complies [F130]2 systems have controls that $ ;❑Does Not manage operation of the pump and limit the temperature of the l j 11❑Not Observable water entering the cold water i S❑Not Applicable ; piping to<= 1044F. 403.5.4 Drain water heat recovery units I❑Complies [F131]2 tested in accordance with CSA l ❑Does Not B55.1. Potable water-side I ;❑Not Observable pressure loss of drain water heat # , recovery units <3 psi for i i❑Not Applicable individual units connected to one or two showers. Potable water- l ; side pressure loss of drain water heat recovery units < 2 psi for I individual units connected to three or more showers. 404.1 ;90%or more of permanent j I❑Complies [FI6]1 Mixtures have high efficacy lamps.! {❑Does Not i ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have I z❑Complies JF123]3 no continuous pilot light. I ]❑Does Not ❑Not Observable ,DNot Applicable 401.3 Compliance certificate posted. }❑Complies [FI7]2 ;❑Does Not ❑Not Observable }❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13.1 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 9 of10 Section Plans Verified Field Verified, # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 303.3 Manufacturer manuals for i ❑Complies [FI18]3 mechanical and water heating I ;❑Does Not systems have been provided. ❑Not Observable i i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 28.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass & boor Rating LI-Factor ;SHGC Window 0.28 0.31 Door 0.17 0.31 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments PLUMBING ALL PLUMBINQ WASTE, W�4TEF <LEsIN NEED APP 0 ED AS NO vERIN DATE- B.P.# �� FEE BY.; PLUA08 . . C T EKJ�4T101 NOTIFY BUILDING DEPARTMENT AT 3'' I 631 765-1802 8AM TO 4PM FOR THE ON - d Co1gTEkl.T BEFOF FOLLOWING INSPECTIONS: CERTOCAT�'OE 0� UPAA 1. FOUNDATION-TINO REQUIRED . R. ISE Hx1;VIl4TEA" FOR POURED CONCRETE SUPPLY SYSTEVCANN': - 2 ROUGH-FRAMING& PLUMB;NG INSULATION �X<'FL=Q 2110 OF 1 3. 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUGTION SHALL MEET THE ELECTRICAL REWFUABITSOFTHECODESOFNEW INSPECTION REQUIRED YORK STATE NOT R1rSl ON818M 1 COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF L j ,,DO`IVOT PROCEED"WITH . YFRAMING UNTIL SURVEY SOff1+0t I�PCA1VI�iNG BOARD R;FOUNDATION LO ATJO � . :. �0 L TEES� BEEN APP�#4VE�:�>�a,• Blower door and ductwork )XUPANCY OR testing required. JSE IS UNLAWFUL VITHOUT CERTIFICAT Must provide Manuals " )F OCCUPANCY D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 All exterior lighting OF THE TOWN CODE, installed,replaced or repaired shall conform to Chapter 172 of the Town Code ! LZ, BUILDING LOT COVERAGE: STORM WATER CALLS: - 1E] NI HOUSE t GARAGE: 2 GI42 SQ.FT BUILDING LOT COVERAGE: 3,605 SQ.FToo KNd ,Z016- N, N ION PROPOSED FRONT AND REAR COVERED DECKS: 863 SQ.FT Hsi+'>>SCAPES It ASPHALT DRIVE: 2 05q SQ.FT - i ..:_ p TOTAL: 3,805 SQ.FT TOTAL LOT COVERAGE: 5,864 SQ.FT ' 2" RAINFALL / 12 = 0.1666 3,805 SQ.FT /2q,153 SQ.FT=.1305 =13.I% LOT COVERAGE 5864 X ' 1666 = g76.g4 SQ.FT OF STORM WATER TO BE - COLLECTED architecture, p.c• 8' PIA POOL AREA PER FOOT = 42.24 SQ.FT g76.g4 SQ.FT/42.24 SQ.FT = 23.13 FEET OF DEPTH P.O.BOX 1254 IAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 Y PROVIDING (4) 8E DIA XD 5' TALL RINGS1372 LIG TI-IOUSE ROADSOU1. 1-IOLDAN4EW , ' G1 (1) 8' DIA. X 4' TALL t ' 9 /�� (1) 8' DIA. X 3' TALL RING '4C 0�,� TOTAL: 27 FEET OF DEPTH GENERAL NOTES: `9C gyp' TABLE OF CONTENTS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ( "��,o& � COVER - PROJECT INFORMATION A-I - FOUNDATION PLAN I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW PORK STATE, COUNT? A-2 - FLOOR PLAN GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES A-3 - ROOF PLAN SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGN H_ _r RING FROST LINE DEPTH TERMITE DECAY TEMPERATURE UNDREQUIRED ALL SUPERSEDE THESE DRAWINGS. A-4 - SECTIONS CATEGORY 2. ALL PLUMBING AND ELECTRICAL WORK 5WALL CONFORM TO ALL STATE A-5 - SECTIONS MODERATE SLIGHT TO AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. A-6 - ELEVATIONS 25 130 YES YES 1 B 5E.JERE 36 TO HEAVY MODERATE 15 YES WA A-7 - ELEVATIONS _ 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL W-1 - DETAIL WALL SECTION AND ELEVATION W-2 - TABLES, SCHEDULES AND DIAGRAMS ----- CONFORMANCE WITH THE NEW PORK STATE BUILDING CONSTRUCTION CODE. AIR BARRIER AND INSULATION INSTALLATION THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE � .__., ► _,_-.. � � _ -� �� .�.. STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. E E E E E E E E ' E -E--•-----P- E E E E� 1 TABLE R402.4.1.1 -� -��' FLOOR AREAS EXISTING PROPOSED NEW CONSTRUCTION _ _ 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY �- ---W--•-• 0 FIRST FLOOR SQUARE FOOTAGE - ---- SOFT. 2,38E SOFT. _ MINIMUM. A !> > Proposed New Construction GARAGE SQUARE FOOTAGE - ---- SOFT. 5% SOFT. -' /Q `�+.``'^"S� P SCREEN PORCH SQUARE FOOTAGE - ---- SOFT. 2% SOFT. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS F� fF' ?'1 �2/ For: REAR PORCH SQUARE FOOTAGE - ---- SOFT. ,�LL�EI AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM t � 1� 17� ..� ¢� �a +0 A rn TOTAL COMBINE FOOTPRINT= 3,255 SOFT. - -- I [J A CONTINUOUS AIR BARRIER SHALL BE INSTALLED 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. -- t,� A F Ilww IN THE BUILDING ENVELOPE. _ �<� .r °Q �� E 1600 000 i AND fb EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS I '4'/ c L THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED TO NAVE AN E-1,800,000 psi AND AN fb-2,400 psi. ALL LAMINATED VENEER C' L p T T`Q9L SCHEDULE OF ABBREVIATIONS WALL LEGEND: GENERAL REQUIREMENT? CONTINUOUS AIR BARRIER. As A SEALING MATERIAL. LUMBER HEADERS AND BEAMS TO HAVE AN E=I,g00,000 psi AND AN fb=2,boo ,a`� ��iS/iO �. S�.�gCra� j Oy 0"oF BREAKS OR JOINTS IN THE AIR BARRIER SHALL psi. ALL PARTICLE STRAND BEAMS TO HAYE AN E-2 000 000 psi AND AN fi ti �,. <; �� F� T� '9'y Residence BE SEALED. fb-2,gOO psi. ' '' 4 9y L�C� 4� A.D. ASH DROP EXISTING WALL TO REMAIN --- -�� ~-- .. _. ..,,. - ..._. A.F.F. ABOVE FINISH FLOOR ---- THE AIR BARRIER IN ANY DROPPED 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS w----w--7-w -x""'w-7- w w w w ram'-bj�v} +) N -w U'�-w-- ': , ' : ' ;' EXISTING WALL 70 BE REMOVED M- _ 4 BM. BEAM ----- CEILING/SOFFIT SHALL BE ALIGNED WITH THE RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON -- BRG. BEARING NEW 2' X 4' WOOD FRAME WALL INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/SOFFIT PLANS. y /yoAOCEILING/ATTIC SHALL BE ALIGNED WITH THE AIR BARRIER. �/r '�.Q Op ! OSG.J. CEILING JOIST' SHALL BE SEALED.C.F.M. CUBIC FEET P'ER MINUTE NEW 2 X 6 WOOD FRAME WALL ACCESS OPENINGS DROP DOWN STAIRS OR KNEE 8. ALL HEADERS OVER DOORS AND WIND045 SHALL BE 2-2'XIO' @ 4' WALLS Y °A `r/ �'/ °s `�2 FO 17 CC) :'sT�'/ °s °'A��`�O 9� CLOS CLOSET © LOAD BEARING WALLS WALL DOORS TO UNCONDITIONED ATTIC SPACE AND 3-2 XIO @ 6 WALLS OR AS DESIGNATED ON THE PLANS. • �, �lr Oytic FO 2/�p��+S I` f y C.O. CLEAN OUT SHALL BE SEALED. /� CON. CONCRETE NEW P.C. CONCRETE WALL -_� g. PROVIDE 36 HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30 r, l• /p C.M. CARBON MONOXIDE DETECTOR CAVITIES WITHIN CORNERS AND HEADERS OR ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE �'Q `9�O Ty 'I M �/� Lj/�. >� e� CSMT. CASEMENT FRAME WALLS 5NALL BE INSULATED BY Z c9/ FIRE BRICK OF A 4 SPHERE THROUGH ANY OPENING. I0 C7 7. / F � rn ► �/ ,tom ,tom C.T. CERAMIC TILL: WALLS PLATE SHALL BE STHE JUNCTION OF EALED. FOUNDATION AND SILL MATCOME RIAL HAVING A THERMAL FILLING THE RESTY WSTANCE OF R-3 �' D. DRYER f STANDARD BRICK o A 5 9s �o• ? .'' • • /y9 �,` 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT 70 ALL ,o D.N. DOUBLE HUNG THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIMUM. SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL - I O'min ��O°A - -- I - y��O'�p " DROPPED MASONRY REGULATIONS.DIA. DIAMETER OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR }� r tij OS, T OS; `. . ; •' D.J. DECK JOIST KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN 2 /G OAF O L I372 Lightouse Road DN. DOWN SUBSTANTIAL CONTRACT AND CONTINUOUS N o r F II. PROVIDE 5/8 TYPE 'X GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND '� g Southold, New York 11971 DW. DISHWASHER ALIGNMENT WITH THE AIR BARRIER. , F.A.I. FRESH AIR INTAKE t AT GARAGE AS REQUIRED. I" 9y 0 5' -� '- 0 S.C.T.M.#I000-50-5-7 F.D. FLOOR DRAIN WINDOWS SKYLIGHTS - THE SPACE BETWEEN WINDOW/DOOR JAMBS AND 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. min II T'�\ %�_ �___�_-_._.� M ;. --- FDN. FOUNDATION AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL �� R' i "--- Sil, A - i0IP REVISIONS F.J. FLOOR JOIST _ BE SEALED. 13. ALL USP HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED I O y o� FP.S.C. FIREPROOF, SELF-CLOSING RIM JOISTS SHALL BE INSULATED. FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN 0 A,,9 v ps (� E E ST�/�LG,s�cO FTG. FOOTING RIM JOISTS RIM J015TS SHALL INCLUDE THE AIR BARRIER. CONNECTION WITH TREATED MATERIAL. A n 6 'tii O F 8. FXD. FIXED -- s `QO,p S`i O n AFL% 1/l-'Al O '�!y O,Q dQ I 7-I3-23 Issued For Review FLOOR FRAMING CAVITY INSULATION SHALL BE S 9,y o D p GALV. GALVANIZED 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES 1N WALLS AND /T S Z Z /,�O,�SO �'S' 2 7-I8-23 Issued To Building Depart. INSTALLED TO MAINTAIN PERMANENT CONTRACT sT F rn-q O GL. GLASS BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF c 'Y r;u G S'J Fy g P H.B. HOSE BIBB WITH THE UNDERSIDE OF SUBFL.00R DECKING OR 'Li H.G. HANDICAPPED FLOORS (INCLUDING FLOOR FRAMING CAVITY INSULATION SHALL BE CONCEALED SPACES AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS ° �o• C'T MDR. HEADER ABOVE GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP R602•B AND R502.12. A Ay A O 9-08-23 Revised Bldg Dept. Conuiients N.M. HOLLOW METAL CANTILEVERED FLOOR..`) �'�'� EDGE OF INSULATION. SIDE LL SHEATHING, OR CONTINUOUS INSULATION 15. TWE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND 5MALL BRING � _ - `QOZ, 9'PgOs G o O K.S. KITCHEN SINK INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING ANY DISCREPANCIES TO THE ATTENTION 0, THE OWNER AND ARCHITECT sTyit,00 O F o'� G' O LAV. LAVATORY AND EXTENDS FROM THE BOTTOM TO THE TOP OF PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME °'S' c�08• �c'F yOO ��O L.C. LINEN CLOSET ALL PERIMETER FLOOR FRAMING MEMBERS. RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION ��qT'S' MECH. MECHANICAL -'- DRAWINGS WHEN WRITTE71 PERMISSION FROM THE ARCHITECT HAS NOT BEEN MIN. MINIMUM EXPOSED £AR IN UNV ED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, OBTAINED. CRAWL SPACE WaLL5 SHALL BE COVERED WITH CLA55 I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED C I' M4X. MAXIMUM RAW RETARDER WITH OVERLAPPING JOINTS TAPED. TO THE CRAWL5PACE WALLS. M MI.DG. MOULDING _ Ib. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE M.O. MASONRY OPENING -� DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. Oo N.I.C. NOT IN CONTACT O.C. ON CENTER SHAFTS, PEN: r"rATION> SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED O SPACE SHALL BE SEALED. 17. THE CONIRACTOR SHALL PROVIDE A Ct dSTRUCTION FENCE TO PROTECT O.M. OVERHEAD THE AREA OF EXCAVATION AND CONSTRUCTION. P.C. POURED CONCRETE BATTS IN NARROW CAVITIES SHALL BE CUT TO d TF.p O P.T. PRESSURE TREATED 18. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SMALL NARROW CAVITIES FIT OR NARROW CAVITIES SHALL BE R. RISER PERMANENTLY ATTACHED TO THE CRAWLSPACE DECIDE ON AN ACCESS POINT TO T!!E SITE AND WHERE ON THE SITE TO O RAD. RADIUS WALLS STORE MATERIALS. THE CONTRACTOR SMALL REPAIR ANY DAMAGE TO THE REF. REFRIGERATOR REINF. REINFORCED � SITE DUE TO CONSTRUCTION. � R.F. RESILIENT FLOORING GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN GARAGE AND CONDITIONED SPACES. Ig. THESE DRAWINGS AND SPECIFICATIONS NAVE BEEN PREPARED BY OR R.R. ROOF RAFTER UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE - O S.D. SMOKE DETECTOR RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE UNDERSIGNED'S KNOWLEDGE, INFORMATION ,AND BELIEF MEET THE X -•i SH. t PL. SHELF 4 POLE RECE55ED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE 5NALL BE AIR REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. O sHWR• SHOWER TO THE DRYWALL. TIGHT AND IC RATED. 1 SQFT. SQUARE FEET - 20. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4" DIA. w + T4G TONGUE t GROVE BATT INSULATION SHALL BE CUT NEATLY TO FIT BOT/LTS @ 24, O.C. (HORIZ.) STAGGERED'TOP AND BOTTOM, CENTERLINE OF ?f O T.C. TERRA COTA AROUND WIRING AND PLUMBING IN EXTERIOR BOLTS 2' IN FROM TOP AND BOTTOM OF FFAM. (A O TEMP. TEMPERED GLASS PLUMBING AND WIRING WALLS, OR INSULATION T14AT ON INSTALLATION S� T.O. TRIM OPENING READILY CONFORMS TO AVAILABLE SPACE SHALL 21. 'TRUSJOIST' 'SILENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT TYP. TYPICAL EXTEND BEHIND PIPING AND WIRING. CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS O Y.I.F. VERIFY IN FIELD - W. WASHER THE AIR BARRIER INSTALLED AT EXTERIOR WALLS SHALL BE COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT -�-.... .6,;�� W.C. WATER CLOSET SHOWER/TUB ON ADJACENT TO SHOWERS AND TUBS SHALL EXTERIOR WAILS ADJACENT TO SHOWERS AND FROM TRUSJOIST PRIG TO START OF CONSTRUCTION. O WD. WOOD EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. TUBS SMALL B£ INSULATED. �w ,� � . � ! 22. IF ANOTHER ENGINEERED JOIST MANUFACTURER 15 USED. THE COMPANY ' W.F. WATER FOUNTAIN MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN ' ��ySC? * W.H. WATER HEATER THE AIR BARRIER SHALL BE INSTALLED BEHIND CRITERIA'S USED BY 'TRUSWIST'. CONTRACTOR TO OBTAIN JOIST LAYOUT ! ' "`"'�•. SEAL W.I. WALK-IN ELECTRICALIPHONE BOA; ELECTRICAL OR COMMUNICATION BOXE5 OR 4o W.W.F. WELDED WIRE: FABRIC ON EXTERIOR WALLS AIR-SEALED BOXES 5NALL BE INSTALLED. FROM THE MANUFACTURER PRIOR TO STAFT OF CONSTRUCTION. 23. ALL ITEMS ARE TO BE STORED AS I)TECTED BY THE OWNER AND *"ram MVAC REGISTER BOOTS THAT PENETRATE �`` WAG REGISTER BOOTE BUILDING THERMAL ENVELOPE SHALL BE SEALED PROTECTED FROM DAMAGE BY WEATHER AID/OR CONSTRUCTION. AR(,+ ' DESIGN LOADS TO TqE SUBFLOOR OR DRYWALL. ` r ' �' '� �� STRO 24. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE �$' �/ " ' �' WHEN REQUIRED TO BE SEALED, CONCEALED FIRE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY !L C� USE LIVE LOAD EL.B/SQFT.1 DEAD LOAD EL.B/SQFT.1 SPRINKLERS SHALL ONLY BE SEALED IN A IN WHICH THE PROJECT 15 LOCATED. � PROPOSED SITE PLAN Scale: 1' 20'-0" S� �• -...,� MANNER THAT 15 RECOMMENDED BY THE EXTERIOR BALCONIES 60 10 25. IF DURING THE COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED Cover MANUFACTURER. CALKING OR OTHER AE)IIESIVE WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE A d ��/ O�i<` CONGEALED SPRINKLERi DECKS 40 10 SEALANTS SHALL NOT BE USED TO FILL VOIDS ICOINITRACTOR N CONSTRUCTION LDETERMINATION.WrII ARCHITECT FOR AN INSPECTION AND CHANGE G��'Y y �9 29169 PASSENGER VEHICLE GARAGES 50 10 WALLS BETWE OREN FCEILINGS.NKLER COVER PLATES AND C� � �j� �F N� ATTICS WITHOUT STORAGE 10 10 _� T ATTICS WITH STORAGE 20 10 '9�� l0 PRESCRIPTIVE DEF"il�N _J HO S Copyright 2022 STROMSKI architecture,p.c.All rights ROOMS OTHER THAN SLEEPING ROOMS � �._. ET D VENT THROUGH ROOF TYP. r-- VENT T14ROUG14 ROOF TYP. reserved.The Architect reserves the right to reproduce this SLEEPING ROOMS 30 10 130 MPH WIND ZONES � ) C ) STAIRS / design in its entirety or any portion thereof.Unauthorized 40 10 'f.� alteration of these documents is a violation of the New York INFORMATION TAKEN FROM H)OD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - FAMILY DWELLINGS (2018 EDITION) 1�c I I State Education Law.These drawings and specifications are GUARDRAILS AND MANDRAILS 200 10 li an instnimMt of service and are the property of the Architect. ALL TABLES, FIGURES, AN)SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS W-1 AND W-2. These drawings and specifications are not to be used on any GUARDRAILS IN-FILL COMPONENTS 50 10 ROOF other project,except by written permission of the Architect. FIRE ESCAPES 40 10 I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0" INTERVALS (MATCHED WITH SUBROOR - EDGES) MUST BE PROVIDE)A THIN THE LAST TWO BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. 3n 3n PROJECT NO. 22-AR030 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. PROVIDE 1-1/4' X 20 GAUGE METAL STRAP n SCALE I/4"=V-0" DATE 7/I2/2023 GUEST BATNI LAUNDRY 3 _ KITCHEN BATHROOM CASTER BATH SYMBOLS: FASTENED As PER SHEET fir'-! TABLE 3.4 AND DRAWINGS ON SHEET W-2. ,, n __ ---- --I- �� _- - "^�`' 211 DRAWN BY TLD CHECKED BY RS 3. LATERAL AND SHEAR FAALING CONNECTIONS MUST BE IN ACCORDANCE WITH THE NAILING SCHEDULES OF SHEET W-1 TABLE r---T S.D. SINGLE AND MULTI-STATION SMOKE ALARM TO BE INTERCONNECTED AND HARDWIRED 3.4A, 3.9A. I ' I I+I/2" 1 ' ' I TITLE I 12" 1 13" I " 13" CAN CARBON MONOXIDE DETECTORS SMALL BE INSTALLED AS PER MANUFACTURER'S 4. HOLDDOWN ANCHORS TO @E PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN SHEET A-2 AND SHEET W-1 DRAWING 2. 1-1/2' 1 13" MOP i i KI CHEN i I ti1`' i I-I/2 SPECIFICATIONS AID HARD WIRED ANCHOR BOLTS ARE EMBEDDED IN THE FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. j SINK 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET W-I TABLE 3.1. LAV. j '�� I 1 �f WIG j LA. LAV. I LAV. W 1 G a WINDOW DESIGNATION (SEE WINDOW SCHEDULE) I 1 I I I e-!I 1 1 r i7 Pro ect O DOOR DESIGNATION (SEE DOOR SCHEDULE) 6. ROOF CLADDING AND W,'4L CLADDING TO BE FASTENED AS PER MANUFACTURER'S SPECIFICATIONS. L IA A��' DISH 1 i ' S�r ;' n 7. RIDGE STRAPS ARE TO 8E PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE UPPER I/3 OF THE ROOF FRAMING. 1-1 4" 3° WASHERI I�?"' 3" 1-1 4" 1-1 4" SECTION MARK (DL+IG#/SHEET) SHOWER 1-1/2" SHOW 1 1 1!2" n I SHOW , Information STRAPS TO BE FASTENED A5 PER TABLE 3.6 ON SHEET W-2. IRS Op I I/2 1-1/2 '1 SECTION MARK (DWG�/SHEET) n - -� 2 B. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED IN THE NAILING SCHEDULES ON SHEET C.O. I I/2" 3" 21: G.O. 2" 2" C.O. 2 7'' 2" " " DETAIL DRAWING MARK (DWG /SHEET) W-2 ARE INCREASED IN SI�E AND LENGTH BY THE WIDTH OF THE SWEATING SUBSTRATE BEING USED. " „ -1--1/2" G.O. C.O. 3° - 3° G.O. C.O. 3" �_ GRADE ' M.G.O. I 4n 4 SHEET U A00 N LJV M.C.O. 4" TO SGHD APPROVED BSMT- FLOOR SANITARY SYSTEM Cover 2 PLUMBING RISER DIAGRAM Scale: 1' - 20'-0' Cover i 2 ;2 ' m A-5 I A-4 ij i e f 35'-6' II'-6' 17'-7' 14'-0' 4'-q" 2'-10' M.O. 20'-4' 2'-10' M.O. 4'-q" ' + � r ' r �--T � � � 5-7 2-10 M.O. 5-7 PROVIDE 4 PIPE SLEEVE architecture, p.c. FOR POOL ELECTRIC. 30' BELOW FINISH GRADE P.O.BOX I254 AMF.SPORT,NY I I947 CORNER HOLD-DOWN ANCHOR PROVIDE WINDOW WELL AS- AS (T PER SHEETS W-i AND W-2 REQUIRED EQQUUIFOOTING AS VINYL BASEMENT WINDOW TO PHONE(63I)779-2832 FAX(63I)779-2833 (TYPICAL ALL) Jr- - - - - - - - - - - - - - - - - - - - - - - - - -) - BE (TYPGALL) . . .• gr g+ ' - - - - - - - - - - - - - - - - -= -�r CORNER HOLD-DOWN ANCHOR I ' ' DROPPED F NDATION DROPPED FOUND ION AS PER SHEETS W-1 AND W-2 1 1 ®• WALL FOR 5 EPS r WALL FOR STEPS LINE OF MASONRY SCREEN PORCH = I - - - - - - J - - - - - - (TYPICAL ALL) I Na - - J - -- - - - - E- - - - J L _ J ®• I � I nil -_ j2 i_r = �_ + + + ` DROPPED FOUNDATION WALL 4' STEP FOOTI231 7q 34 8 4 -FOR MASONRY SLAB REQUIREDiz I _-�I (,)) I(I - __ F41 I _T I I I � L 1 � L J - - - - - - - - - - - - -1 I 4" POURED CONCRETE SLAB W/ PROVIDE GIRDER POCKET + o I W.W.M. OVER COMPACTED CLEAN II 7/B TJI PRO 360 FLOOR JOIST I Proposed New Construction AS REQUIRED I ° @ I6" ON CENTER - - - - - - - - - - - - - - - - - - - - - UPI3EQUAL I I FILL AND 6' RCA BASE ' RISERS N "' PROVIDE JOIST HANGERS FOR "-' FLUSH CONNECTIONS. TYP. ALL. I For: ra F I F-1I I -_, I PROVIDE DOUBLE STUD ACQ , Gra FRAME TO SET EGRESS Y PROVIDE ACQ SHOES FOR > T I I I I DROP PORTION OF FOUNDATION 4' I WINDOW INTO I71 STEP FOOTING ADHERE WIWALLS IN IT14 PL GLUE E AND I - L J °- I I FOR MASONRY SLAB I ( °- I ZP11'0DE EGRESS W LL AS a � � ANCHORS I I �' 1 - I I I REQUIRED. USE S7 KING Residence I C 1 3 1/2' DIAMETER STEEL COLUMN ; I LANDSCAPE BLOCK 0 CREATE I I I II % LVL - � `r (STANDARD WEIGHT) WITH 1/4" .' WELL FLUSH BEAM N THICK TOP AND BASE PLATE L - - I I . I I �-E-F I � - - - - - - - - - - - - = J � I PROVIDE GIRDER POCKET 11 + F� I �' 1, 19 AS REQUIRED J PROVIDE GIRDER POCKET L- - - - - - - - - - -- - - -- - - - - - - - - - J __��ZII ' MICROLAM LVL FLUSH __ I I I U TI I LVL FLU�EAM- > - :. I 1 L - -1 AS REQUIRED i BEARING WALL ABOVE I LO o I 11= g D I 11 7/0 TJI PRO 360 FLOOR J015T I v I I i N� I� @ I b' ON CENTER `9 1 � I I •. I TYPICAL CORNER HOLD DOWN DETAIL: I I I Imo- I F I F=11 I W�a r" MICROLAM LVL FLUSH BEAM 2� ' LVL FLUSH BEAM _ -- '- �i 8' 22'-8' 8 II'-3' N II'-6' �+ 18'-2' Q - B RIN3-0 WALL E g" I g OUTSIDE CORNER CONDITION �n - I372 Li touse Road F� VU �,,il� I - _ DOUBLE JOIST Southold, New York I I97I I-3 b IH - - ABOVE - - -- I GARAGE SLAB I ; ' I I a I I >I I S.C.T.M.#I000-50-5-7 - I I 6' POURED CONC. SLAB W/ W.W.M. I I 1 L ck J L �1 I I BASEMENT REVISIONS - - �• I `_�' I I I 1 7/8' TJI PRO 360 FLOOR JOIST Iy'i r / 4" POURED CONCRETE SLAB I I t��= @ 16' ON CENTER ` " t I I I I 7-I3-23 Issued For Review I I PROVIDE 4' PIPE SLEEVE �u T.,1 O FOR MAIN ELECTRIC. 30' I � I \ I I 2 7-I8-23 Issued To Building Depart. BELOW FINISH GRADE I I- - - - - - - - -- -- - - - - u 1 �I S.D. 1 I I O I� - _ ® �1 It 7/8' TJI IPRO ON CENTER FLOOR JOIST 1 - - - PROVIDE GIRDER POCKET I- -1 1 F- J O INSIDE CORNER CONDITION ❑J I I AS REQUIRED F-2 ` I 3 11 2'-10' M.O. 4'-3" I yr - o -DRciP PORTION OF FOUNDATION STEP FOOTING i L _J O 4I I I I A5 REQUIRED FOR OVERHEAD I L -1- J 3 I/2' DIAMETER STEEL COLUMN 1 I I N A- ° ° I (STANDARD WEIGHT) WITH 1/4' I 2 II Sib' MICROLAM LVL FLUSH BEAM O 8 I 11'-0' 8' 11'-6' THICK TOP AND BASE PLATE 301_gr __-��_ ,. __ [- RALL'7�'o9E- I O i [ _ co - - - - - - - - - - - - - - - - - --� - - - - - - - - - 9 I `91 8'-BV2" q'-01/2' 1 I I O ••. ER HOLD-DOWN ANCHOR 1 (2) II 6' MICROLAM LVL FLUSH B� F F-2 TES: i + i + i + i + Ar- PER ALL) W-1 AND W-2 L - . - `\K - -3Eda1NZ, �_-®b--}---- -- --h �-I WALL ABOVE ADJUST LOCATION OF CORNER NOLDDOWN TO ALIGN WITH I'-10' q-4 M.O. I-8 q-4 M.O. I-10 ( ) ° I- - -I I I ( I CENTER LINE OF EXTERIOR WALL ABOVE - PROVIDE GIRDER POCKET L - - -J I O " -T - - - - - - - - - - -� -1 I AS REQUIRED '�, I II 7/8' TJI PRO 360 FLOOR JOIST � � O 24-0 II-0 I _ I @ 16" ON CENTER - ( DROP PORTION OF FOUNDATION 4' _ •• I in I FOR MASONRY SLAB I I I - v O DOOR SCHEDULE STEP FOOTING - -� I i F +F I � I DOUBLE JOIST I I 0 EXTERIOR DOORS I I I -- - - WALL ABOVE 2 I II 7/B' TJI PRO 90 FLOOR JOIST } SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS I I I O ¢ ¢ A-5 � I @ 16' ON CENTER � DOUBLE If �" MICROLAM LVL I I : I BEARING WALL ABOVE O 3 x 8 THERMA 'IRU HINGED FCM81125 24 S.F. 24 S.F. - I __ __ -- -- Q ¢ I I �' I 12'-i' b'-o' 12'-8' O2 0 2 x 8 TIIERMA TRU HINGED CCA81125 21.3 S.F. 21.3 S.F. �• I O 3¢x 6 ¢ TNERMA TRU WINGED SSF48M 20 S.F. 20 S.F. HR. RATED WITH SELF CLOSING HINGES j I 14' POURED CONCRETE SLAB W/ I I - - - - - - I I O ¢ ¢ I W.W.M. OVER COMPACTED CLEAN I 4 6 x 8 MARVIN ULITMATE FRENC WWOOD HINGE ELIFD6080XX 48 S.F. 48 S.F. a- ' ° O FILL AND b RCA BASE ® I j I PROVIDE GIRD POCKET O5 q¢x8¢ CLOPAY OVERHEAD GARAGE I I I - - - - - - - - - - - - - -.�, AS REQUIRED I SEAL INTERIOR DOORS I I I N I � DROPPED FOUNDATION WALL 4' - - - - - - -- - - - - - I I FOR MASONRY SLAB - - - - - - A I R R I _ SYMBOL SIZE TYPE REMARKS •. ( WALL LEGEND. .�� Cy O 2¢x 6 r: HINGED POURED CONCRETE STEPS I DROP FOUNDATION AS DROP PORTION OF FOUNDATION 4 11 7/8' TJI RO 360 FLOOR JOIST J - o STRO REQUIRED FOR STEPS + I _ o EXISTING WALL TO REMAIN �U C, B 2�x 6¢ HINGED I ( A-5 _____ EXISTING WALL TO BE REMOVED 0 _ N f . O 2 n x 6¢ HINGED I r I I -- -- NEW 2' X 4' WOOD FRAME WALL `u 3¢x 6¢ HINGED I'-11" Be IIl' 10'-0' -- - 1'-6' 10-3' 8I' 12'-8' _ 8' 0 NEW 2' X 6' WOOD FRAME WALL 02916g O4� O q¢x 6 R DOUBLE HINGED .� I - - c © LOAD BEARING WALLS T l - 4' POURED CONCRETE SLAB W/ I I I ® I OF N� _ J W.W.M. OVER COMPACTED CLEAN I L - - - - - - J NEW P.C. CONCRETE WALL O 5 x 6 DOUBLE HINGED _- - - - � _ - - - - FILL AND 6' RCA BASE 13• I 0 FIRE BRICK O4¢x 6 Q GLIDING - - - - - - - _ - - _ - I - - - - - - - - - - - - -- - --- Copyright 2022 STROMSKI architecture,p.c.All rights --� r I STANDARD BRICK reserved.The Architect reserves the right to reproduce this DROP FOUNDATION AS :r design in its entirety or any portion thereof.Unauthorized O - O CORNER HOLD-DOWN ANCHOR AS alteration of these documents is a violation of the New York H 6¢x 6¢ GLIDING L -� I I I DROPPED MASONRY NOTES _, - - - - - REQUIRED FOR STEPS- - - - - N I 1 PER SHEEI'S W-1 AND W-2 State Education Law.These drawings and specifications are (TYPICAL ALL) an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on an I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. . � ',. g p y 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MI551LE TEST OF ASTM E 1996 AND OF ASTM E IBM. IF IMPACT _ -`- - = - - - - - _ other project except by written permission of the Architect RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6' AND A MAXIMUM SPAN OF 8' SHALL BE _ .• I- PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS 7 I I I I PROJECT NO. 22-AR030 MUST BE FASTENED AS PER TABLE R301.2.1,2 ON SHEET W-1. _ _ _ _ 3. ALL INTERIOR DOORS TO BE THREE-PANEL SHAKER STYLE DOORS. DOORS TO BE SOLID CORE WOOD MDF PRE-PRIMED DOORS. SLIDING CLOSET - - - - - - -- - - - -I STEP F ING SYMBOL LEGEND SCALE 1/4^=1'-0" DATE 7/I2/2023 DOORS TO BE SINGLE PANEL SHAKER STYLE DOORS. 4. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. DRAWN BY TLD CHECKED BY RS 0 SINGLE AND MULTI-STATION SMOKE ALARM TO BE s.D. INTERCONNECTED AND HARDWIRED TITLE WINDOW SCHEDULE li'-b' a'-o" a' q'-q' " 2'-8' I'-4" 13'-0' SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS 431_7r ■ CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ❑A MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E-2 13.42 SF. 12.28 SF. 34.72 5F. YES - CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD ® MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23222 4.84 SF. 4.43 SF. 13.64 SF. NO I WIRED Proposed © MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI-2 11.54 SF. 10.56 SF. 30.2 SF. YES 2 ❑D MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI 5.77 SF. 5.2B SF. 15.1 SF. YES A-4 Q WINDOW DESIGNATION (SEE WINDOW SCHEDULE) Foundation Plan ❑E MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI-3 17.31 SF. 15.84 SF. 45.3 SF. YES QF MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG22022 3.11 SF. 2.70 SF. q.24 SF. NO O DOOR DESIGNATION (SEE DOOR SCHEDULE) ❑G MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E 6.70 SF. 6.14 SF. 17.% SF. YES I PROPOSED FOUNDATION PLAN Sale: v4" . I'-o" �---- SECTION MARK (DWG#/SHEET) ❑H MARVIN ULTIMATE COLLECTION AWNING UAWNP02420 1.85 SF. 10 SF. 3.20 SF. NO A-1 2,371 SQUARE FEET (570 SQUARE FEET GARAGE) ? JJ GENERIC BASEMENT SLIDERA 40PPER 32'xl8' 1.2 SF. 2.4 SF. 4.0 SF. NO 4� DETAIL SECTION MARK (DWG#/SHEET) SHEET MARVIN ULTIMATE COLLECTION,CASEMENT UCA2848E 6.71 5F. 6.37 SF. q.36 SF. YES NOTES, Q-' DETAIL DRAWING MARK (DWG#/SHEET) I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E IBM. IF IMPACT A - 1 RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6' AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-1. 3. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. t a va• IT-7' 14'-0' f 7-10 4'-2' 1-0118-6 b-0 5-b b-0 7'-0' 7'-0' a chiteCtkire, p.c. 18-I1 P.O.BOX I254 JAMESPORT,NY 11947 --- -------------------_-1 7F --------- D -------------------RES--S- D ------- --------------- ------ - -7 SCREEN PANELS TO PHONE(63I)779-2832 FAX(63I)779-2833 • C BE BUILT IN FIELD (SCREENEZE SYSTEM) SCREEN DOOR TO Mr DOUBLE Kll,a AND DOUBLE PROVIDE 2 2'x10" NDR r I - - JACK POST ALL OPENINGS ON ALL II I ` I, I 6'xb" ACQ FARING POST BE BUILT IN FIELD Fi WRAPPED ITN WHITE PVC TRIM 3'-6" 3'-6" 31 61 31 6/ I 1 __6' OVER 48'. TYP. ALL DOORSU.N.O.DOWS AND i ------------------ ------------ I I � / / -Ill_ _ _ -- --- I 2 X 8 CEILING 157 _ - r-- -------- ------ - --------- ------- EGRESS �- @ 16' ON CENTER SITTING AREA - -2 �i -p - BATH CERAMIC TILE TILE CERAMIC TILE a- I / , - OB ® 1 I (2) 2 x10 DRY HEADER S.D. 2' X 8" CEILING JOIST @ 16' ON CENTER ]DECK B UST SUITE I� I MASONRY PAVERS i VERSAWRAPOST WITH I Wf'AV a �----------------- D o I- A_4 C MIC TILE I_ 2 --� r I W.I. [LOS C I❑A C A-4 II GERM�C TILE °D 2 9 I/2' L. LVL NDR (2) 9 I/2" L LVL NDR --�-- 2' X 10' CEILING JOIST `- - I II . ` In -__-- _� - - @ 16' ON CENTER - - - - - -- II 8-I'`0 4 13 10 - b :� 7-4 4 3 4 II 0 6� 1T-7' 6" 13'_0' - r- - - - - it I - J� DOWN 13 RISERS SCREEN PORCH N ' Proposed New Construction TO BASEMENT MASTER BED OOM 1 I r ,�} i P MASONRY PAVERS C S1 t�©�",�� I I N HARDWOOD - �� For: I - 2' X S' CEILING JOIST ' ,�_ a) x I ALL DOORS AND " ( � - 'r WINDOWS TO BE @ Ib ON CENTER I / ) Gray tv , BLACK - - - - - --- -- I -� Residence I p { rction x® L V-9 /2' -O" 2'-9 I/2" - - ❑ ;Q '1�'C'. �, / i I ®. Dll N I N ObM der �n required C�* HARDWOOD -- D i --- (� �/1'</1 w? b� f�t fji �T (.st1 `R NYS Code 0 ❑G PROVIDE (2) 2'x10' HDR N `- - - -- _ L Q .� M.L. LVL FLUSH NDR -= - " __ ----_--I - _�- _ �..__ ON ALL WINDOWS AND N I j D O �_ - ----- 2 I/2 M.L. LV HDR CONTION S II DOORS U.N.O. i 4 e4e d�o Y, GM I j 1 S.D. I a I o MU DOM PROVIDE (2) 2'x10' NDR I I+z O I \ A , DR I I 1 I I (� ON ALL WINDOWS AND � (� lb GARAGE o I In 3 G.T. i i `r' DOORS U.N.O. 'i I O o WALK-IN ii I , ` I'1( l POURED CONCRETE C4 I I BUILT IN MILLWORK 2 2'XIO' NDR -,.")! HARDWOOD ii c? o p I LO SHELVING )B ii I �' -� x - I _ I372 Lightouse Road I / / c _ I I MAJESTIC BILTMORE FIREPLACE. I Southold, New York 11971 I 2 X 12 CEILING JOIST I �, �i I REVIEW DETAILS WITH OWNER I S.C.T.M.#I�QQ-SQ-S-7 I @ I6" ON CENTER U I I / ND I J lu-u I I i I,' ', FOR PRICING. STAINLESS STEEL ° ° I _ I G.T ►u + i I- ---FLUE Q U4 REVISIONS GREAT ROOM Q I 6" 23'-0' II'-0' I b' 11'-0' o:o I b' S.D. ; 1T-9" HARDWOOD N u � 1'-� ' -?u - -- - - X mi ----------------------- - FAUX - -- o + - RIDGE ao I Q 7-I3-23 Issued For Review ' 11i - j = "-' t � t N MAS A H ® iO7-I8-23 Issued To Building Depart. ULTED CEILINGSC.T.. i ❑ 4 -_ II 0 �, I CHEW I; I ® RDWOOD tfii o o o j ------------------ I O I o \7[� D u BUILT IN MILLWORK a -_---� SHELVING U o a � I I I I I X � I � � o O O I z I o w " / o f ii I o r2rl 4 x9 V2"-MIG1zOLAM L!'_ �2f I V2' MICROl11M LVL I IL I v --- o's , L___ _ _____-- ___-___-______________ ____ DOUBLE KING AND DOUBLE o JACK POST ALL OPENINGS OVER 48'. TYP. ALL I --------- o <I 1, , , __---=-===I= BATH 0 2'-0' 9'-0' 21-0' 91-0" V-0' 5'-61 5'-6' �i b'-0" + © r-6' 6 , I 1 �- yl G.T. � - _ , E 12-5 4" 5 0 -' 4/ 3'-8" 411 1 2'-I' 4'4' 6r i o •� / o 24'-0" It'-0" I I I II'-6" � � 1 A DOOR SCHEDULE I '� -� •. PROVIDE (2) 2'xt0' NDR NI I ® II °N GL.OS• 0 uI ON ALL WINDOWS AND FOYER S D ii i o EXTERIOR DOORS 2 I� 01 DOORS U.N.O. Q x HARDWOOD v ` i o- SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS A-5 N )k' S U DY _--_- Q Q Er 19 ( HARDWOOD ® O II I O 3 x 8 THERMA TRU HINGED FCM81125 24 S.F. 24 S.F. § I� 0 s D H I o Q 2 to I j O (2)2'x10' DROP HEADER i o - 3 2 x 8 THERMA TRU HINGED CCA81125 21.3 S.F. 21.3 S.F. i 4 �¢x 6 THERMA TRU HINGED SSF4800 20 S.F. 20 S.F. i >= I-' I ' S.D. _-__ I 0- SHIN!5 HR. RATED WITH SELF CLOSING HINGES N PORCH ' I ® b x 8 MARVIN ULITMATE FRl]JCHWOOD HINGE ELIFD6080XX 48 S.F. 48 S.F. loc MASONRY PAVERS I I a Q - - I SEAL - ; N JUNI MAS ED OOM _ 5 9 x 8 CLOPAY OVERHEAD GARAGE I I �' ----- INTERIOR DOORS r , ---- 2 X 10 CEILING JOIST I ❑A i HARDWOOD SYMBOL SIZE TYPE REMARKS I @ 16' ON CENTER I 1_ 1 I_ / 1_ / i_ 1 i 1 n I 6 8 1/2 6 8 I/2 2 4 2 4 1 6 13-0' �`' i WALL LEGEND: S�C�R S ARcy, O 2 x b HINGED I -�$ RO�� LLI= „o s EXISTING WALL TO REMAIN �/ `r C� ® 2 x 6 HINGED ---- n I ___-- EXISTING WALL TO BE REMOVED - DC 2 x 6 HINGED I I �I �I / / L -.--- 1 --- - 1 / i a I 2 X 10 CEILI IST �i -- 0 NEW 2 X 4 WOOD FRAME WALL I 1I IS @16' ONC ER O 3Q x 6 R HINGED I ZI I w c� '� ( I [ NEW 2' X 6' WOOD FRAME WALL 029169 04 0 4 x 6 DOUBLE HINGED I M r' = CLI I Q Q I JI a - I 9� © LOAD BEARING WALLS _L -OF 13UJLD_UP_HEADER __ I _ ON PORCH 9i i �F NE O 5 Q x 6 Q DOUBLE HINGED I __ 3 2'x10' DROP HEAD , MASONRY PAVERS ❑ NEW P.C. CONCRETE WALL 18"AW CMU MASONRY COLUMN - Ri (2) I/2' M.L. LVL HD O 4¢x 6 GLIDING BASE. WITH CULTURED STONE �I --= _ I 0 FIRE BRICK EG $5 \p u Copyright 2022 STROMSKI architecture,p.c.All rights VENEER AND BLUESTONE CAPS reserved.The Architect reserves the right to reproduce this DN 6¢x 6 GLIDING TYP. ALL I o I J © L STANDARD BRICK design in its entire or any portion thereof.Unauthorized L--- ---------------- 1 -------LINE DU1LP_Up_HEAQER-- ----------------- ______ I DROPPED MASONRY alteration of these documents is a violation of the New York NOTES: / " _ _- __�2'XID' OP HEADER _ _ k I DOUBLE KING AND DOUBLE State Education Law.These drawings and specifications are 6 x6 ACQ POST WRAPPED WI I JACK PDSI ALL OPENINGS an instrument of service and are the property of the Architect 1. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. SPLIT CRAFTSMEN FIBERGLASS 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF 7NE LARGE MI551LE TEST OF ASTM E 1996 AND OF ASTM E 1886. IF IMPACT I OVER 48'. TYP. ALL These drawings and specifications are not to t used hi any COLUMN WITH CAP AND BASE. I I other project,except by written permission of the Architect RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE TYP. ALL.(WITH METAL BASE = PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTAC4ME NT HARDWARE. PANELS PLATE AND STRAPPED TO L-.-- - MUST BE FASTENED AS PER TABLE R301.2.12 ON SHEET W-I. '-------- - --------------- ---- ------ ------� PROJECT NO. 22-AR030 3. ALL INTERIOR DOORS TO BE THREE-PANEL SHAKER STYLE DOORS. DOORS TO BE SOLID CORE WOOD MDF PRE-PRIMED DOORS. SLIDING CLOSET HEADER) SYMBOL LEGEND: SCALE 1/4"=1'-0" DATE 7/I2/2023 DOORS TO BE SINGLE PANEL SHAKER STYLE DOORS. DRAWN BY TLD CHECKED BY RS 4. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. SINGLE AND MULTI-STATION SMOKE ALARM TO BE WINDOW SCHEDULE S.D. INTERCONNECTED AND HARDWIRED , 'I-'1'I'LE 4'-0' 11'-I' 3'-0' 7'-0' 7'-0' SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS ❑A MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E-2 13.42 SF. 12.28 SF. 34.72 SF. YES __ II'-6' 181-11 14'-0' a CARBON MONOXIDE DETECTORS SHALL BE INSTALLED © MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23222 4.64 SF. 4.43 SF. 13.64 5F. NO CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED Proposed © MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDNG2322bE1-2 11.54 SF. 10.56 SF. 30.2 SF. YES ❑D MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI 5.77 SF. 5.28 SF. 15.1 SF. YES ❑E MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI-3 17.31 SF. 15.84 5F. 45.3 SF. YES I PROPOSED FLOOR PLAN Scale: 1/4" = I'-O" A-4 ❑? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) Floor Plan ❑F MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG22022 3.11 SF. 2.70 SF. 9.24 SF. NO A-2 2,371 SQUARE FEET (570 SQUARE FEET GARAGE) G MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E 6.70 SF. 6.14 SF. 17.98 SF. YES O? DOOR DESIGNATION (SEE DOOR SCHEDULE) HH MARVIN ULTIMATE COLLECTION AWNING UAWNP02420 1.85 SF. 1.69 SF. 3.20 SF. NO �L SECTION MARK (DWG#/SWEET) ❑J GENERIC BASEMENT SLIDERA40PPER 32'xI8' 1.2 SF. 2.4 5F. 4.0 SF. NO ❑K MARVIN ULTIMATE COLLECTION CASEMENT UCA2848E 6.71 SF. 6.37 SF. 9.36 SF. YES �--, DETAIL SECTION MARK (DWG#/SHEET) SHEET )DES: DETAIL DRAWING MARK (DWG#/SHEET) Li 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E R06 AND OF ASTM E IBM. IF IMPACT A - 2 RE515TANT GLAZING I5 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITHA MINIMUM T14ICKNE55 OF 7/I6' AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON 514EET W-1. 3. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. i A-5 A-4 _ O _ I architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 GABLE END WALL 0 0 (2) 2'xe HDR 11 I II 11 II II II II II II 11 II GABLE END WALL 1 1 1 1 (2) 2'x8 HDR h 2' X 12' ROOF RAFTER ® I I ( 1'-6" 1 1 I I 1'-6' @ 161 ON CENTER I I I I 11 I II II 1 II II A'4 I ` 1 A'4 L - - _ - - - - - - /ILI - - - - - - - -- - - - - 11 2' X 12' ROOF RAFTER 1 1 FRAME WALLS TO UNDERSIDE m - - - - - - _ _ I I OF ROOF. PROVIDE 1/2' CDX - 1 - - - - - - - - - - - I I @ 16' ON CENTER ( � Proposed New Construction ON OUTSIDE FOR SMOKE oc I 2' X 12' ROOF RAFTER ffi I 1 I For: 1 1 STOP. INSULATE WALL 4CENTER I I 2' @ 12' ON F RAF ER11 II 2' X 12' OOF RAFTER 1 ray 1 x '�' FRAME TO UNDERSI@ I6PROVIDE (4) 2' X 6' a 1 1 WOOD POST I F` OF . PROVIDE 1/2' CD ( 1 I I Resi ence 1 1 ON OUT IDE FOR SMOKEE I I STOP. I SULATE WALL�I I I WOOD DE ) 2' X6'�-' I�l ix m 1ROOFHEADER BELOW� L - - - --DBL.ROOF RAFTER GABLE END WALL - - - - - -1-I -- -- -- - -- -- I 1 1 2 I q x II rb jMICROLAM LVL RIDGE BEAM PROVIDE CRICKET ET // W 11 1 J I I � I I I Cal tq, _ _ I372 Lightouse Road 2' X12' ROOFRAFTER - _ _ -IL - _ _ - - - _- - // J - -I�}� C Southold, New York I I97I @ 16 ON CENTER a - - - - - - - - - - - -i ROOF DRAINAGE CRICKET Uo ---PITCH IT--- _ I„ I I S.C.T.M.#I000-50-5-7 II w Al - - ---- -- ---- _ _ _ _ _ _ w s - 2 X Id I .R. _ I � �s�` � � N _ 16' �C T 2' X 4' WOOD FRAME REVISIONS oc 2' X 10' R FTER - 1 II FOR FIRE PLACE FLUE I x @ 10 ON TER Q 7-I3-23 Issued For Review O 7-I8-23 Issued To Building Depart. II 9 PROVIDE RUBBER \ N I ti 2' X 12' ROOF RAFTER � ROOF COMPATIBLE @ I6 ON CENTER c2 WITH ASPHALT 1 ac 16 O SHINGLE ROOF PROVIDE CRI iv's O - - - - - - - - - - - Xm, FOR DRAINAG _ - xm: �� 1 1 0 ff _ II xm,- - - - - J L - - - ca - -1 r - - - 0 (2) 2' 3'' HDR + FRAME WALLS TO UNDER51D I-b PROVIDE (4) 2" X b" OF ROOF. FOR VAULTED/ 1 I I 1 b WobD POST CEILING IN GREAT R I I U 0 ❑H � 11 PROVIDE 314' CDX BEHIND--_ _ O WINDOW. PAINT OUTSIDE - - - - - - - - SURFACE BLACK. PROVIDE N l 'x Tly OLA RIDGE BEAM - - - - 0 LINE OF ROOF STOP FOR INSULATED WALL � ( N 1 11 ( N � O ( 1 1 N - - - - - -JJ I PWOODDPOST) 2' X4 I i 1 I O DOOR SCHEDULE II i OF�ROOF. PROVIDEE WALL5 TO 1/2' CDIDE _ EXTERIOR DOORS i ON OUTSIDE FOR SMOKE 1 1 I 11 I O SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS i STOP. INSULATE WALL I I O I 3 x 8 THERMA TRU HINGED FCMB1125 24 S.F. 24 S.F. i �' I n 1 1 L - - - O 0 2 � � � �� 1 1 I � 1 I I F - - - (3) 2' X4' WOOD POST FOR 02 2 x 8 9 THERMA TRU HINGED CCA81125 21.3 S.F. 21.3 S.F. A-5 y i °� 1 1 I III 1 1 I BROOF ELOW HEAADER TO WALL 0 0 3 3 x 6$ THERMA TRU HINGED SSF4800 20 S.F. 20 S.F. I I I _ _ _ � O j HR. RATED WITH SELF CLOSING HINGES i - _ xl ea _ - - - ® 6 x 8 MARVIN ULITMATE FRENC 4WWD HINGE ELIFD6080XX 48 S.F. 4B S.F. N x 1 1 �, 00 x 5 9a x 8¢ CLOPAY 0VERHEAD GARAGE N 1 I 1 1 `= SEAL 0( , I 9- INTERIOR DOORS X12'��RQO�FRAF I n��SYMBOL SIZE TYPE REMARKS2aX 6 a HINGED oc X WALL LEGEND: ,��R sR24x 6 HINGEDi i l - --- EXISTING WALL TO REMAIND ER 1 � O 2 a X 6 a HINGED @ I6" ON CENT 1 ----- EXISTING WALL TO BE REMOVED _ - OA 132 x 6 HINGED i i x 2' X 12' ROOF RAFTER i ( I I A-5 0 NEW 2' X 4' WOOD FRAME WALL Q i i @ 16' ON CENTER i I I I NEW 2' X 6' WOOD FRAME WALL �- O 4 x 6 DOUBLE HINGED _ 1 (2) 2'x8' WDR OUTLINE OF ROOF DORMER © LOAD BEARING WALLS 9�. 02916S O O -• I I WALL. FRAMED OVER RAFTER F IJ�5 x 6 Q DOUBLE HINGED NEW P.C. CONCRETE WALL 0 0 4 a X 6 a GLIDING _ - i LINE OF DORMER ROOF a I1. BRICK Copyright 2022 STROMSKI architecture,p.c.All rights O 6 X 6 GLIDING II _ (2) 2' ' HDR -- - ��RM ��__ _ _ _ _ _ _ _ STANDARD BRICK reserved.The Architect reserves the right to reproduce this -� design in its entirety or any portion thereof.Unauthorized NOTES. = - -- -i i - 0 DROPPED MASONRY alteration of these documents is a violation of the New York I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. State Education Law.These drawings and specifications are 2. GLAZED OPENING PROTECTION 5NALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E lWo. IF IMPACT T instruments service and are the property e the Architect f / � � � �� These drawings and specifications are not to be used on any RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 AND A MAXIMUM SPAN OF 8 SHALL BE " ' ' ' I other project,except by written permission of the Architect. PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT LABELED AND STORED WITH ATTACHMENT HARDWARE. PANELS @ Ib ON C ER 2) 2 x8 NDR I L J MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-I. LL� - J - - - PROJECT NO. 22-AR030 3. ALL INTERIOR DOORS TO BE THREE-PANEL 5NAKER STYLE DOORS. DOORS TO BE SOLID CORE WOOD MDF PRE-PRIMED DOORS. SLIDING CLOSET U Q 0 LINE OF HOUSE ROOF DOORS TO BE SINGLE PANEL S SCALE 1/4"=V-0" DATE 7/I2/2023 LE DOORS. SYMBOL LEGEND: 4. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. DRAWN BY TLD I CHECKED BY RS AND WINDOW SCHEDULE SA N D. ITERCONNECTEDT D AND NARDWIR E ALARM TO BE TITLE SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS EMARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E-2 13.42 5F. 12.28 SF. 34.72 SF. YES a CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ® MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23222 4.84 SF. 4.43 5F. 13.64 5F. NO CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED Proposed © MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI-2 11.54 SF. 10.56 SF. 30.2 SF. YES a MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI 5.77 5F. 5.28 SF. 15.1 5F. YES I PROPOSED ROOF PLAN Scale: 1/4" = I'-O' Q? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) Roof Plan E MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI-3 17.31 SF. 15.64 SF. 45.3 SF. YES A-3 2,371 SQUARE FEET (570 SQUARE FEET GARAGE) 2 Q MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG22022 3.11 5F. 2.70 SF. 9.24 SF. NO A-4 DOOR DESIGNATION (SEE DOOR SCHEDULE) GG MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E 6.70 SF. 6.14 SF. 17.98 SF. YES HH MARVIN ULTIMATE COLLECTION AWNING UAWNP02420 1.85 5F. 1.69 5F. 3.20 5F. NO �-- SECTION MARK (DWG#/SHEET) Q GENERIC BASEMENT SLIDERA40PPER 32'XIB' 1.2 SF. 2.4 SF. 4.0 SF. NO Q MARVIN ULTIMATE COLLECTION CASEMENT UCA2848E 6.71 SF. 6.37 5F. 9.36 5F. YES ? `-� DETAIL SECTION MARK (DWG#/SHEET) SHEET NOTES: ®--' DETAIL DRAWING MARK (DWG#/SHEET) 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF A5TM E IN6. IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE A - 3 PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-1. 3. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. ' J 7 -N, ------ � i � :t TOP OF GUEST SUITE RIDGE ' TOP OF SCREEN PORCH RIDGE ij 21' -3' I-—--—--—--—--—--—-- J_ 201 -11 J S t ] architecture, p.c. + P.O.BOX 1254 JAMESPORTNY 11947 PHONE(631)779-2832 FAX(631)779-2833 LU ?kTop OF BEDROOMRIDGE C/ LU 4 'T 11?14' -1' BUILD OUT (2) 2 X 101 HEADER AS 12 Cie REQUIRED. TOP OF HEADER BELOW aD DOUBLE TOP PLATE f ,J 8 -IJ —7 _i4 ?KTOP OF PLATE Nvql -10 TOP OF PLATE$,_ Z PROVIDE 10 RIGID INSULATION TO ACT AS SPRAY FOAM BACKING 1 IL Proposed New Construction _J For: %S FLOOR v, /ikTop Of 50 FLOOR I 1� TOP OF Gra /JkTOP OF FMDATON WALL T TOP OF FOWDATIONAk, VtJ 4 -3 5/6' PROVIDE ICE/WATER BARRIER 5/8, '*-F Residence ADJUST TOP OF SLAB FOR REAR BETWEEN FRAMING AND CONCRETE 7 PORCH AS REQUIRED FOR FINISH LAB FOR PORCH CIME -00 -21 MATERIAL SELECTED. 4' DROP • WOULD BE USED FOR PAVER OVER Z�4' POURED CONCRETE SLAB WITH -2' -0'± IN SAND BED. PITCH SLAB FOR WIRE MESH REINFORCING DRAINAGE MIN. IN PER FOOT (3) #5 REBAR (2) #5 REBAR AhTop OF SLAB NV_q, -0 5/8l t�kTop OF FOOTING TOP OF FWMGgt� IV-ql -2 5/80 1372 Lightouse Road 21-Ol I K 11-41 A I Southold, New York 11971 i� REAR 5EGTION Scale: 1140 P-O' S.C.T.M.#IOOO-50-5-7 \,�-4 REVISIONS O7-13-23 Issued For Review (�2) 7-18-23 Issued To Building Depart. t-6,T0P OF MAIN RIDGE Irl 231 -11 0 TOP OF SCREEN PORCH RIDGES U V - 0 U 4 U U 20' -10 12 4 0 /JkTOP OF DORMER PLATE LU 0 "ZI co 12 0 tlmkTop Of PLATE 0 JLJL I 1 1[ Tm OF 14MER$- 119/q, q, -100 4000"' it 0 SEAL LU co X 4' ACQ FRAMING'WITH PVC RECESSED PANEL ARC DETAIL. L CAP STR TO BE PVC TRIM C14 CODIA STOP OF SUBFLMR r--A W :�i 11 \ 01 -ON U 6J TOP OF PAVRAi-N I Rill I I I I I I I 1 01 -11 ?kTOP OF FOMDATON WALL 4-3 5/8' A_ CIMDE AK 0291 roS BLDG. ELEVATION NOTES: -21 -01 t6GRADE OF N 24' LONG #5 REBAR 'qV—21 —ON DOWEL @ 32' ON CENTER E00E NOTES: (n 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE 4' POURED CONCRETE SLAB WITH Copyright 2022 STROMSKI architecture,p.c.All rights ICEMATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES reserved.The Architect reserves the right to reproduce this WIRE MESH REINFORCING OVER TOP OF WrMgt�. design in its entirety or any portion thereof.Unauthorized SIDE SECTION Scale: 114' P-01 COMPACT CLEAN FILL AS REQUIRED -51 -0 RIDGE VENT - CONTINUOUS WHERE APPLICABLE alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect tikTOP OF SLAB GABLE FASCIA NOTES: These drawings and specifications are not to be used on any other project,except by written permission of the Architect. TWO PART; IN X 5' RAKE FASCIA WITH IN X 4' RAKE FASCIA OVER TOP OF FOOTING 12' GABLE OVERHANG T NO. 22-AR030 q, -0 5/8' _q, -2 5/80 VINYL BEADED SOFFIT PROJECT IN X 40 RAKE FRIEZE BOARD SCALE 1/411=11-0111 DATE 7/12/2023 FASCIA AND SOFFIT NOTES: DRAWN BY TLD I CHECKED 13Y RS TWO PART- IN X 8' FASCIA WITH IN X 4' FASCIA OVER TITLE 120 OVERHANG MATERIAL NOTES VINYL BEADED SOFFIT PRVOIDE VENTED SOFFIT PANELS AS REQUIRED ROOF CONSTRUCTION WALL CONSTRUCTION FLOOR CONSTRUCTION FOUNDATION CONSTRUCTION 64' FRIEZE WARD Proposed 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE CEDAR BEVELED SIDING t CEDAR SNAKE SEE ELEVATIONS (PRE-STAINED) FLOOR FINI94ES AS PER PLAN (2) 2' X 6' ACQ SILL PLATE WITH SILL SEAL SIDING NOTES; 30 LB. FELT PAPER 'BLUE5KIN' OR EQUAL AIR INFILTRATION BARRIER 314' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED 'COP-R-TV TERMITE SHIELD 5/8' EXTERIOR GRADE PLYWOOD SHEATHING 1/2' EXTERIOR GRADE PLYWOOD SHEATHING If 7/8' PRO 360/560 TJI FLOOR JOISTS AT 16- ON CENTER (SEE PLAN) 5/81 ANC14OR BOLTS @ 361 ON CENTER MAX, AT EACH SIDE OF EVERY OPENING, - VINYL 51DING (STYLE AND COLOR TO BE SELECTED BY OWNER) OVER PROPER Building 13/4' X 11 7/80 LVL RIDGE BEAM (SEE PLAN FOR # OF PLIES) INTERIOR WALLS (SEE PLAN): 2' X 4' WOOD STUDS 0 16' ON CENTER WIT14IN 6' TO 12' OF THE END OF EAC14 PLATE, AND WITHIN 12' OF EAC14 CORNER. AIR INFILTRATION BARRIER. 2' X 12' ROOF RAFTERS @ V ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' X 4' TOP PLATE PROVIDE H%DDOWN AS PER SHEETS W-1 AND W-2 Sections 2' X 10' ROOF RAFTERS @ 161 ON CENTER EXTERIOR WALLS t INTERIOR (SEE PLAN): 2' X 60 WOOD STUDS @ 160 ON INSULATION NOTES 8' POURED CONCRETE FOUNDATION WALLS HORIZONTAL BEVEL 51DING 4 CEDAR IMPRESSION 2' X 10' CEILING JOIST @ 16' ON CENTER CENTER WITH 2' X 6' SHOE AND DOUBLE 21 X 6- TOP PLATE (AS SHOWN 12' POURED CONCRETE FOUNDATION WALLS BY MASONRY PATIOS 2' X 8' CEILING JOIST 0 16' ON CENTER ON PLAN) ROOF CAVITY INSULATION TO BE 8' OPEN CELL SPRAY FOAM (R-30) 5' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) 2' X 60 COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ATTIC 1/21 GtYpsum WALL BOARD ALL WALLS AND CEILINGS (MOISTURE EXTERIOR WALL INSULATION TO BE 2' OF CLOSED CELL FOAM WITH R-15 RAILING NOTE: HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) RESISTANT WALL BOARD AT BATHROOMS) BATT INSULATION (R-28) 10' X 24' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) FOR 121 WALLS PROVIDE ALUMINUM FLASHING AS REQUIRED BASEMENT EXTERIOR WALLS AND BOX BEAM TO BE 2' OF CLOSED CELL PROVIDE (2)#5 REBAR CONTINUOUS IN ALL BY0 FOOTINGS - 36' 14IG14 GUARDRAIL TOP AND BOTTOM RAIL WITH 5/40 BALUSTERS SPACED 5' SHEET ICEIWATER BARRIER IN ALL VALLEYS AND ROOF EDGES 5/13' TYPE Y GYPSUM BOARD AT GARAGE WALLS AND CEILING SPRAY FOAM INSULATION (R-13) PROVIDE (3)#5 REBAR CONTINUOUS IN ALL 10'x24' FOOTINGS ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE MAY NOT 'MARVIN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND 1 3/4' X q 114, IAE LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH WWA/4' TOP AND PASS THROUGH ANY OPENING. CONCRETE GRILLE PATTERNS) BASE PLATES PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION COLUMN FOOTINGS AS PER PLAN AND SCHEDULE 34' 141W HANDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' ON CONNECTORS AS PER SHEET W-2. 4' POURED CONCRETE FLOOR SLAB WITH REINFORCEMENT CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE MAY NOT PASS A -4 'VINYL' BASEMENT GLIDING WINDOW T14ROUG44 ANY OPENING. DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SWEET W-2 F b �tr TOP OF MAIN RIDGEoK II architecture, p.c. I, P.O.BOX I254 JAMFSPORT,NY 11947 t � . PHONE(63I)779-2832 FAX(63I)779-2833 TOP OF GARAGE RIDGE j w - w - - € 12 +_ - � I +- I'_6' LO N It /ikTop OF GARACrE PLATE TOP OF PLATE _" K 1 -- _ ---------- -- -- �� , Proposed New Construction -_ - --__ For: -- ----i -I -- - _I it AID - - -_ - --- --- Cara17 ---- ----- - t Residence -- N I I - -- --- - - - - --- TOP OF SUB FLOOR i 0' -O" TOP OF FOUNDATON WALL __ - -- - - __ TOP OF FOUNDATION -I' -3 5/8' GRADE o 4' POURED CONCRETE SLAB WITH GRADE JfN -2' -0" i - 24' LONG #5 REBAR WIRE MESH REINFORCING OVER - 1 m DOWEL n, ��@ 32 ON COMPACT CLEAN FILL AS REQUIRED -2 -0 TOP OF GARAGE FOOTING = -5' -2" TOP OF FOOTING -5' -6" I372 Lightouse Road Southold, New York 11971 FRONT SECTION Scale: 1/4" = P-o' E . S.C.T.M.#1000-50-5-7 TOP OF FOOTINGAK -a' -2 5/8 REVISIONS O7-I3-23 Issued For Review O7-I8-23 Issued To Building Depart. 1'-0' O O TOP OF GUEST SUITE RIME 0 I �- -- I - = - - - - O 1 O w � � O - i.; O I � ' r i --- - - -- - --- -- - - -- -- --- --- - ---- O t1kT0P OF PLATET�J q' -P qi � 0 -- -, -- II I; I 1 j I SEAL i f I I _ I i ! I �I '1 r i I (I TOP OF SU8 FLOOR '� /ikTop OF FOUNDATON WALL - '! -1'-3 5/8" GRADE E�DG. ELEVATION NOTES: �9T 0 91rog OF N� E GOOF NOTES: -2'-0"t t 3 I 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE copyright 2022 STROMSKI architecture,p.c.All rights ICEIWATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES reserved.The Architect reserves the right to reproduce this g P design in its entirety or any portion thereof.Unauthorized ! RIDGE VENT — CONTINUOUS WHERE APPLICABLE alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are (2) #5 REBAR PROVIDE AGQ PLATE. USE PL AND an instrument of service and are the property of the Architect "cop OF SLAB RAMSET CONCRETE ANCHOR GABLE FASCIA NOTES: These drawings and specifications are not to be used on any other project,except by written permission of the Architect -9' -0 5/8' TWO PART: IN X 8' RAKE FASCIA WITH IN X 4' RAKE FASCIA OVER 12'GABLE OVERHANG IV �� VINYL BEADED SOFFIT TOP OF Fw 1 ING _ PROJECT NO. 22-AR030 f IN X 4' RAKE FRIEZE BOARD SCALE 1/4"=V-0" DATE 7/I2/2023 FASCIA AND SOFFIT NOTES: DRAWN BY TLD CHECKED BY RS 2 SIDE SECTION Scale: 1/4' I'-O' _1140 PART- IN X 8' FASCIA WITH 1' X 4' FASCIA OVER TITLE A-5 MATERIAL NOTES VINYL BE QED SOFFIT PRVOIDE VENTED SOFFIT PANELS AS REQUIRED ROOF CONSTRUCTION WALL CONSTRUCTION FLOOR CONSTRUCTION FOUNDATION CONSTRUCTION V 4' FRIEZE BOARD 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE CEDAR BEVELED SIDING t CEDAR SHAKE SEE ELEVATIONS (PRE-STAINED) FLOOR 19NIS14ES AS PER PLAN Proposed 30 LB. FELT PAPER 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED (2) 2 X b ACQ SILL PLATE WITH SILL SEAL SIDING NOTES: 5/0 EXTERIOR GRADE PLYWOOD SHEATHING 1/2' EXTERIOR GRADE PLYWOOD 514EATHING II 7/8' PRO 360/560 TJI FLOOR JOISTS AT 16' ON CENTER (SEE PLAN) COP-R-ANCHOR TERMITE SHIELD Building 5/8 ANCHOR BOLTS @ 36 ON CENTER MAX AT EACH SIDE OF EVERY OPENING - VINYL SIDING (STYLE AND COLOR TO BE SELECTED BY OWNER) OVER PROPER 1 3/4' X 11 7/8' LVL RIDGE BEAM (SEE PLAN FOR # OF PLIES) INTERIOR WALLS (SEE PLAN).- 2' X 4' WOOD STUDS @ 16' ON CENTER WITHIN b' TO 12' OF THE END OF EACH PLATE AND WITHIN 12' OF EACH CORNER. AIR INFILTRATION BARRIER. 2' X 12' ROOF RAFTERS @ 16' ON CENTER WITH 2" X 4' SHOE AND DOUBLE 2' X 4' TOP PLATE INSULATION NOTES PROVIDE HOLDDOWN AS PER SHEETS W-1 AND�W-2 Sections 2' X 10' ROOF RAFTERS @ 16' ON CENTER EXTERIOR WALLS 4 INTERIOR (SEE PLAN): 2' X 6' WOOD STUDS @ 161 ON 8' POURED CONCRETE FOUNDATION WALLS HORIZONTAL BEVEL SIDING 4 CEDAR IMPRESSION 2' X 10' CEILING JOIST @ Ib' ON CENTER CENTER WITH 2' X 6' SHOE AND DOUBLE 2' X b' TOP PLATE (AS SHOWN ROOF CAVITY INSULATION TO BE 8' OPEN CELL SPRAY FOAM (R-30) 12' POURED CONCRETE FOUNDATION WALLS BY MASONRY PATIOS 2' X 8' CEILING JOIST @ 161 ON CENTER ON PLAN) " 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) 2' X b' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ATTIC 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS MOISTURE EXTERIOR WALL INSULATION TO BE 2 OF CLOSED CELL FOAM WITH R-15 ( 10' X 24' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) FOR 12' WALLS RAILING NOTE: HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) RESISTANT WALL BOARD AT BATHROOMS) BATT INSULATION (R-28) PROVIDE (2)#5 REBAR CONTINUOUS IN ALL 8'x16' FOOTINGS PROVIDE ALUMINUM FLASHING AS REQUIRED 5/8' TYPE V GYPSUM BOARD AT GARAGE WALLS AND CEILING BASEMENT EXTERIOR WALLS AND BOX BEAM TO BE 2 OF CLOSED CELL PROVIDE (3)#5 REBAR CONTINUOUS IN ALL 10'x24' FOOTINGS - YO HIGH GUARDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' SHEET ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES 'MARVIN' WINDOWS ALL WITH IMPACT RESISTANT GLASS LOW E AND SPRAY FOAM INSULATION (R-13) " " RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO ' ' 13/4 X 9 I/4 L9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4 SPHERE MAY NOT ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 5"WA/4' TOP AND PASS THROUGH ANY OPENING. NNI- GRILLE PATTERNS) BASE PLATES PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION COLUMN FOOTINGS AS PER PLAN AND SCHEDULE - 34' HIGH HANDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' ON C CONNECTORS AS PER SHEET W-2. 4' POURED CONCRETE FLOOR SLAB WITH REINFORCEMENT CENTER. RAILING TO BE CONSTRUCTED SO THAT A 4' SPHERE MAY NOT PASS A - 5 'VINYL' BASEMENT GLIDING WINDOW THROUGH ANY OPENING. DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 i .. I S r-1 P.-0 4 S I I architecture, p.c. 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TOP GARAGE PLATE L T 1 �'1L -- - - -- - - - - -- -- - 11 i J Gra II y - - _--- - -- -- --- - - - - _- - ❑ ❑, � 1 -_ -- Residence -------------- __ 1 : 1 1 i I : 1 TOP OF FOUNDATON WALL — - - L - - i I372 Lightouse Road I I Southold, New York I I97I GRADE f 8' POURED CONCRETE 8' POURED CONCRETE FOUNDATION WALLS WITH 8' X 110 I I FOUNDATION WALLS WITH 8' X 16" S.C.T.M.#�I000-50-5-7 POURED CONCRETE WALL FOOTING I POURED CONCRETE WALL FOOTING TOP OF GARAGE FOOTING __ _ _ _ _ _ _ _ _L - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I REVISIONS 11111 - - - - - - - - - - - - - - - - - - - - - - - - - - - � I -3' -0" � - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOUNDATION WAL�TNB" XI6" ._I 1 I I POURED CONCRETE WALL FOOTING I O 7-I3-23 Issued For Review I I 2 7-I8-23 Issued To Building;Depart. O - - - - - - - - - - - - - - - - - - - - - � i FRONT ELEVATION Scale: 114' = 1'-0" O A-6 -- O O O ` O TOP OF MAIN RIDGE --_- �c BLDG, ELEVATION NOTES: O 25 -I = �. �=- 0-- Jll �,._. ROOF NOTES: IJ,_ IIII �1JJ'�J 1 JL iL u I Il ! =i L JJ i 1 l_ll�L �0 J 11 I � 1 I r I I'' I I I '`,1 I 1 1! '1 `i J ': �,it I L1J1 J 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE 11 L-1..11.,1 _ ,__I' �L_u u-1-J-,� ,-it J_.-i_, i_,-,�.1LJ 1_ '1- '� _ ,,,,, __:-_iu1 t i-,,1 I;_1�u-.',_I:, „L'l- -,ICI-''J.i_1 11 ICVWATER BARRIER IN ALL VALLEYS AND AT ALL L r:11 .i_. ROOF EDGES JLL11 J I_l: Jl , aJJ L '1_11111 �J111_'L llt.I:.-lll'1L1 �1LJl 1,11J, 11 1I L1.11_lJ C: l i-iJl 1 1�I-I' _.11 11 ,,,1J : 1111 I,_1 llJ` mil-- JN Ll i �� _I1_J N �_ 1 � — :11lJLJJ�Jl_Illl Lill Jl-1_ ,! 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I X 8 RAKE FASCIA WITH I X 4 RAKE FASCIA OVER 4 1' -- - - ---- lI 11 1 JI. " LLu iI_,1,Jw.l _!J _1 -:I,, r 111 T 111, 1 1 41111 i1L11-,LL ;i_ii11- -G:_ 1J_L .:11.t,l_ :, I_ :1. -111I it i. : IIILL1�W_L: ILI 12 GABLE OVERHANG _ L,11J_L: L_L._LLL _1-. .,1 1.II_L I-11,. Ill I- -'- J._„I I J -J L 1ll1 -11 L L O 1 -- - - -- -- - - - 1 1_ L1uLl-[!1.1.-IJ11-I!-ll--�J1I1J1' L' LI L t1 _11 - ---- -- �--1 i, J 11 VINYL BEADED SOFFIT ' 1 - JI ��11..�1l.J11_. ,I_ LL �;1 1 „i 1_I J.I_1� ,- )J' L ',!'^ .,1Lli I I l�1L i L it Lll_I1J1 i!- --- - ll J J ._!-L IL_Il-LI 1.1._l_11._.II-iJ 1.1 ,�,'JLIa�LlI11:' ill! 1,1 -';11 1 :'11 1 J1;'1 l L.l:- IJ ._iJ!1J . :.. .a :I�1J,.J_111, 1' '„ Llla L1'_ -Jl LL_ _i ,: l il 1 1 1 X 4 RAKE FRIEZE BOARD O Ili_1;� - - -- -- - - - -- - - -- - - -- 1J1j1�L1i_l 1Ji , L1111�,. ILI 1 i: L - -- - --- -- - -- - - - - ----- II 11 - : 1 11 LA] - _-J I l 11 L = :::III ,1 1_i1 J:r' :L J LI I lJ_ l IJJ _I: _i,! J L ;I ; I 1J1J1111 11 l,lLi.. J_L;,J,J -, ._l. 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I L --- - - - - - - --- - - - - - -- -- - - -- -- J-.I-J j Jl_ --- ------- -- - i - 1 11;1 !l! r 1__L1 L L1t1, LE VINYL BEADED SOFFIT i .`._,111 :-.11 < ' 1 I_ It II iL J_. _I`ll L 1 Ji,l L l I .Y 1 11: -,J J J I 1 li ,1, L, 1-11L�_L11_a,I 1 I i-,i 1 ---- --- - - ---- - - - - -- - - -- - -- -- - -- ----- -- id 1, I JJ I..,J_IU ,:1 lIILJ:-'Il 'I_:I- 11- r.' !1 11{I_3111,: II !l L__LI_: 111.1: I1 -1 1 l,_J_,1 - J!_ 4�` _FLll_L - - h`J FIT PANELS AS REQUIRED- - -- - -- - -- - - -- ------ ------ PRVOIDE VENTED SOFFIT RED A -- -- - -- ---- -- --- -- --- - : 1,J1.j�1.LILJllIi_.1111L1.1 111I i�, 1,11--I'_l,l I_ _1 1 u 1'' I' 11'' 1 1 ' r R RCy J_ _:,_,11,Ji_L 1L 11-1.J1 L111 1, .,C: ..1 _:- 1 I1LIl Ji li l,lJ. h LIB I1 'i 1._!1_J!! li l -P, I x4 FRIEZE BOARD L11 - .A_IIJiJLi -. - -- -- - - - - -- -- -- - - - - -- - - - - - --- - - ------- - --- -- - 'J,l 1LL! J._I,1111J! li_,.Ll 'I. Ill : '1 -11' ;' 1I11JJJ1 _L1111 ,i_ii '_Jlil_1 J ,l iJI.l_ �� STRO J,; 1, 1.1IJJa ,. ----- - - --- - - -- - -- - -- - -- -- - JI_l F_,IiL11111111!_11.111 u-!I L IL 1111;'I:: ,'1'lI I::1 !l II! 111, . 1L 'I1 11JJ!11JLI lLi 0 ��S' 1,l 1 - - --- - - - -- - --- - -- -- -- -- - ! 11_LLI-1Ll - 1i l i' '1 I. I I iJ_.1- 1-IJ :: ''i _1 11.L_, L1LllJLJ_i_11 <!1 CA �70P OF GARAGE PLATE__-- ,,. I I - -Vill 'L - - -- - - - - - -- - -- - - -- -- - ---------- - ILJllL1 1 -" -- !, - - -- -- - -- - - - -- ------ - -- - -- - - - -- ---- -- - -- - L.:i iL J JL C-11JJ II- l! 1 1:-11J'', 111J-'I li1L -I''.IL'; 1L'. _L1,':1- SIDING NOTES: - - ---- -- - --- ---- --- _-_ -- __ - - , - VINYL SIDING (STYLE AND COLOR TO BE SELECTED BY OWNER) OVER PROPER -- -- - -- - - - - - - - -- -- - - _. - ---- AIR INFILTRATION BARRIER. HORIZONTAL BEVEL SIDING 4 CEDAR IMPRESSION 2916 O QF ------------ --- -- - - - _--------- RAILINGE_ -- -- -- - J --- - - -- ----- - -- - --- ---- ---- - ------ - - -- - --- - -- !' architecture, ' -- --- --- - - - - -- -- --- - - -- --- - -- - -- -- --- a Architect--- -- - NI GUARDRAIL TOP AND OM RAIL W /4 BALUSTERS SPACED d h -- - --- -- --- - ---- -- ----- L -- - - -- ON CENTER. RAILING TO BE CONSTRUCTED 50 ITHAT A 4" SPHERE MAY NOT 5" C�rgvn in'Copyright A�e�ony p 202 p.c.All rights { � r the right to reproduce this - - - -- ---- - - --- - ----- - -- - - - - ----- -- -- -- --- --- ---- ---- - --- --- - - - - - ---- -- PASS THROUGH ANY OPENING. n a d its en ion thereof.Unauthorized +, alteration of these documents is a violation of the New York - - -- - State canon Law.These swings d specifications are -- ------------- -------- se o a " " " an instrument o service an are a property o the Architect. 34 HIGH HANDRAIL TOP AND BOTTOM RAIL WITH 5/4 BALUSTERS SPACED 5 ON The drawings and specifications re not to be used on any ----- -- -- - - -. - --- -- --- -- --- - - -- --- ----{ CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4" SPHERE MAY NOT PASS other project,except by written permission o£the Architect. --- - -- - - - - - - -- - - - -- - -- -- - - - -- - - - - - - - - - - - -- _ THROUGH ANY OPENING. --- -- — � PROJECT NO 22 AR030 STOP OF FOUNDATON WALLNV 01 - - --- --- -- - - -- - --- - ----- --- -- -- - - -- - - - - - - - -- -- - - _ -- - -- --- --- -- - -- - -- - - - - - SCALE 1/4" 1'0" DATE 7/I2/2023 Ill Ill LzJJ Ill ill 1 DRAWN BY TLD CHECKED BY RS GRADE -- I I ILL ILL- NV011 -0' I ql III I TITLE TOP OF PORCH FOOTING _ __ I I I III III -31 -0' -- - -� 8' PO n2ED CONCRETE I LIB-=JJ I I 1 FOUNDATION WALLS WITH 8' X 16' U LJ POURED CONCRETE WALL FOOTING i Proposed i Building TOP of E FOOTING _ Elevations I r z RIGHT SIDE ELEVATION Scale: 114' = P-0" A-6 SHEET A - 6 �° -g #N -�.a , ", „ I architeatire, p.c. -- - P.O.BOX 1254 JAMESPORT,NY I1947 L 1- PHONE(63I)779-2832 FAX(63I)779-2833 TOP OF MAIN RIDGE ll Ll,I -- -- _L1l ii_, ; 1 1�uL:___._ ;�I! i1u-1.,, i I_I',:I- -- J_' 11-11 i,:JI_ L-_L,',11, 1 LL 1._I.I_. 1.1 ; IL -'I-i- lit 1:':,a llu:, -i._LI: 1-d l,l ,L :IL.,1 I_ I l_L I _1--1'—I1_Iui ,_ 1,-L—.- L, 25 -I 1 II I - 1 1 !�!_ '1_IlLI'-I_' 1,' l_ 11_L"U1i'''u_ __' _!1!i 1L1' 'L1�__11LIU flit JI ! 1 1.!l 1.,1: ___.1_..Ll IL_1 r.Jl_: 1_11 .'' _;I UL;JI_IL_ �_:..1:_ -1_II I ! . 1._LL1 !J11'_i1L11__ J 1L�ll_;1JL1J _Liu_: LL uL J1 1 I' _I 11 ! ll_1U111 11 LUI_!I ll 11 .111L_I L 6 1LLL1 I1 ii_I_:!;L1.lI l_ _l:11 _ C 1-LLJ IL-�1_��,��1_LI��I 1�1i a LI Li L1,I 11.1'I I I!J ;IL II N.,I!L'1 1; I- -il !_,L,I I I '.I TI ! 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TOP OF GARAGE PLATE I I - - - -. -- - - - -- - - -- �. .- 1 �T_.r� � � ,�1 � ,l�l� 1 ,,, 11 ' J 1 1 I I I � � � 1' I, _ 1 I''I I II 1 1_i. L l I 1 Ill 1 l: 111 :I. 1 - -- - -- -- - - --- -- --- - - 1 ._.1_',1 . 11 _:1 ll 1 J L i _Il'' -- -- --- -- --- --- 1I� -1' i11 -- - — -- - ----- -- -. --- -. - _ _ --- ----_ --- __ ------ --- --- -- ra -- - - --- --- ---- -- -- - G - li �� --- ----i -- - - - - = ---- - _ ____ - - __ _ __ -_-- I - - -- - _.- -__ - _- - - --- --- -- -- Residence - 0 ------- © I -- - - __ - 0 - F -- - - --- - ® III ---- ---- -- -- ____ __ - I -- __------- _______ _ I - - ____1 ---------I" 1 . I _________________ ---- - - - - I __ -- --- ---- --- -- -------------- ___I I_____- . . . -- ____. __ __ _--i _______ ___ - 1 I--- -- -___ V____ -7__ ___ I ------- ________ ___- . --------___ _________.________ - - --- --_ - - - - - - --- - -- -__ ------ - ------ ------ __ - - - -- ____ --- --- -- ---- ---- - __ ---- - - --- - - - ----- - --- -- - ------------------__------,� -----.----.-_____ ___ L..._ ----,-- ___ -, __ ____ ---__---.,---______- _____ -______ __-------- ____________ ---------------- ___ - _ ____._________ - __________________________-- ___ _ -----.,___________ - I Lmwmmw�] - - .. . -------.--- __---------------------____-_.____________________ --------- , . _- - __ _--_________________-------------- ------ - - - - - ---- ----- - --- --------------- --------- -- _---- - - u _i- � _ I - _ -1 11 - , Ir =1 --- - TOP OF FOUNDATON WALL ---- — ----- - -- ----- _= _= u� .- I _ - --- — ---- ------ - ------— ----- -------- ----- --- - ----- --- ---n� " � - I l -, I --'-- -- - - - -- - -- - - -- -- - --- - - -- - --- -- - - - -- ---- --- - ---- - --- -- OI e' - --- - , --_ ,1 11- .,:-=---1L-` -= ' --__ -=-_-1 1i,1=,�= -__ 1,... 1:- -I� 1 _;_�[ -,--____ _ --- - - - - - _ --- --- - -- I372 Li Mouse -__- I g Road /iNkRADE L =-J I I I I I I L -- -- I I L ==J I Southold, New York I I97I 01 -0 I I I I FOUNDATION POURED W WITH 8' X 16' I I I I 1 I S.C.T.M.#I000-50-5-7 I I � - � I - - - - - - - - POURED CONCRETE WALL FOOTING - - - L I 1 - 1 1 8' POUREDCONCRETE E - - - - - - - - - - - - - - - - - - - - - - - - - � - � - - - -I- - - � 8' POURED CONCRETE I REVISIONS I FOUNDATION WALLS WITH 8' X *1 _T I FOUNDATION WALLS WITH 8' X Ib' I I POURED CONCRETE WALL FOOTING POURED CONCRETE WALL FOOTING I O 7-I3-23 Issued For Review I I I I O 7-I8-23 Issued To Building Depart. I I I TOPOF FOOTING -- -- -- - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - O ill -T -3' - - - - - - - - - - - - - - - - - - - ] - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � O O O 1 REAR ELEVATION Scale: 114' = V-W A-7 O O 0-- _ O IT ,-- O BLDG. ELEVATION NOTES: O k _Jl= -_ -_ -_ -_ -_ __ __ __ __ __ __ TOP OF MAIN RIDGE ROOF NOTES: 231 -3' R 1 O L 1 1' [. 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE 1_„ --1 u ;_ 1 11 _LL, uL_,_1 1,� r__ L �,11!,,emu-a_.u. 1_,.1 ,. _ , ,- I ,u >-u �_ I _1- ICE/WATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES O 1LLLL�`L,l J1l_II j1 I !iU_I ,1i!111�JJJ1�_ ii��I IIt14-,L !!1, I 1'1.1 >�JJ 1 III LI II`II y 11 ll Lh I, I -JI Li li_l1 LLL,J L ! 11L!l11 I _.IJu!1 I L 1 lift' IYl I..II 11 11JYIJ.il1_IU111 _ J--L I IL iJ, I 1 1il!_'. i_I_.. 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L GABLE FASCIA NOTES: L�`_JJ±--L 1, ,� I_�.I - L, 1U11[, 1 _I >� J _�L_�u-!1J �l. l O _1. - �11!. �,tl,_ LJ ill' t J �LJ_' 1_J_L_l 1_ L itil L _IIJ.l.''_11J� _1!L_!1 1:!I_ LIi1Ul 111,11_,I.1.J 1J1.1 JU 1 L 1r L1LL J�!LLI L ..L-I 'l._1- I,1 _u..! _1Li_ 1LILJ-tL�LILuu L_'L�_I-I J__,l l ILL_1 Iil-1,I L J1' 1 L LLJIJ ! 1 J it 1'._LLLI:u111:_L_iL 1L 11 L J' If 11' 1111JI_111f' .,L: 1 Jl ,'J I'_L t JJ_U'_ i 1 1LIL• 1;_J.l _I 1 1 1 i 1 _1 _Il_l1 L' LJ. LluI1 i1 lJ; 1i.11 L1 I IJ 1 �I' I L L I1 j 1 j TWO PART: I" X 8' RAKE FASCIA WITH I' X 4' RAKE FASCIA OVER I, ;�l.l LJLLL._ 1 -,;I 11_-L Ll _a 11i1_'',111.J u L 1 L L I_ A ,' 1 11 1,1 1 i I 1 U L4ll1 _, '4� t_,' - - 1-ILL- ,_l_L,J.,li1J_JJ_J__jL__1I_J "„ _l1,'- _L�JLILILII ! 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U_L _ l J 1-11 _,,1 _ l, r 1 I,I I _� J I L _ L 1 1111,1-11 1,_iL __- 1_ 11 1 1 _` 1 JL _�_ �I J +}- U1Ll _ 1.1.- -,1„ _L 11,1.11'.-Li ,:_l___�L_LJJ._J-11-11- .a_ T 7 T i _,: J1J�I1 I�ILII- ,,I_i_ ., 1,.:_ ,,. C! 1! ii 1 il l :I I I T JLL-I -I ll �I 11 1 1 Jl (� 1 1 1 11, I' - 1 :' 1 1 _1 L �_1 1 _ I ii T 1 �I i 1 1 11 -IUI_._1LJ.L JUL-11L 'i11 ,.t. -'.:__: _:' l.:• 11, , ,Ll 4 ,1!J..l�_l;ll lL1 JI-',1 - L_I-111_, Il'_L.,:_lll-_'_11,._._.u,_ U1 1-1- Jl :_11!_ _ 1'_JJL. I''J'i _L_I _L 1 1_11.'- 1 u_- .�-_�_L ] _I_, _L. : ._L, 1 ll_I,L .l_a, 1 - JL 1 l l ! 1 J lI I 1, I 1 - 11 „ __ r - -fir 1 SIDING NOTES: r 11 _1 _1L _11' u�: 1L1 !l I:� .1- iL.i _IiiL 1 1 11111 '1� '' '; 1 1 1 1' I 1 11 11 1 1 1. - Y I1LI_t] _II 1.i_ JLLL_1_ltl_lI-.I, L L; L 1111 L-. L li_ 11 LL_,'. 11i_ _'L ..1 1_ll_U1_I „.11- , II I1I_ J._, ;I : J 1.1 : I1 _.. 1 1 l T l j �- I , 7 I ` T r r J 4 4 J Ill_I1 ,,1�: t ,1_ _ILJ1:_1TL1I1lU'1'LL i1 L[11L.1JLLG-1,L,_-�L. 11-U�L�Li-t, l!_» 1_111� 1{_i_III_.,'_1_,.L''L �.!1J_1U11.1!_iil. ilil;I 1iI _Ii_'1 ,Ji-1:..I.l;ll t ._,_,-1 J_1.1._-I.1i_-,1_,-Ilit__I11 , 11- ;'_,11 T _..1 _ilJl_I .11L1 i 11 I n 1 " 'I 1 1 1 - VINYL SIDING STYLE AND ! 1 1 1 III ,i :.. -11 JI1�' _ -IIJI _,Ili 1 _I_:_<_ I JI _ Il 1.�.'IJ_.f -LI-' '_-11_i -�J_L II 11 l I l _�LL_I_Il_I _I-1, _ I-:11 -1 it - 1_, L:.,1'_ i ,u-. J�,1 _Ll! 'iJ.1 '�J_ll u1 ill _l II _U _.J1_i_L' i t 1I 1:1 NG ( COLOR TO BE SELECTED BY OWNER) OVER PROPER i L _, _�.1 _}, 1u� _ u,_1..,-. _. L 1 J _, :,J 1_.-._-., _ :, 1 JI 1 1_ 11 JL L LULr1_. _. _.. :1, TOP OF PLATE !I 1 !�, 11� III ,- :11 ! ll �;-i 11 'I' 1 ' 111 : 1 I' �1 11 ':1' :' L1 1 'I 1 J� 11 1 1 T1 1'l-' 111 �� ,I IY"�' YI J` -- t IJ:1 I _I 1111; U II L 1.1 1i_'- I I• L_ : !! 1 1 L _,I.1_ , _.:_! _ I 1 _L 11_ _L11 t_ JJ, 1 L I' I-_.1_I 1 L 1 .1..; ._" _lALi- ---,_1.111I 1_11J L :1 _ , 11I _- 1 111. J AIR INFILTRATION BARRIER. '` Q' _,._!_IJJ1 I, _l_IY_IULJ___ I,. II f. I I J_ 1: I l l L L 1! 1 111 J .l-.l_1 J L l I_ , _a ER. n 1 -9j, 0?91* O ____.__________________.___ ________--------______ -------- --------- _____-------________ __ ____ __ __ - - _ ____-- - ___ . - _T T i 1� ___ ___-______- ----------- - I HORIZONTAL BEVEL SIDING 4 CEDAR IMPRESSION QF N� -- -- - ----- ---- - ----- --- --- -- - -- - -- -- ---- - ----- -- --- - - - __ - - -- --- -- -- - - = --------------------------------------------------- ------- - -___-- __ - -- --- - -- __ ---- 1 --- - - - - -- --- ---- ----------- - -------------- ---- - --------------------- -- - --- --- - - --- _ -- ---- -- -____ -- ----- ----- - A ICI E: -------------------------------------- - - --- -- ---- - -- ____ -- __ - e reserves Copyright 022 MSK1 architecture,p.c.All rights --------------------------------------------------- -- -_-- - _ -- -_---_._-- 30 NIGH GUARDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' reserved.Th Architect the right to reproduce this - ----------------- ---- ---- ------ - --- ------ - --------- -- --- - ---- - -- -- ----- -- - -- -- ------- -____-___-__-_-____-_ -- ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE MAY NOT design m its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York ❑D ----- ---- ---- -- -- --- -- �7]I ---- - ---- ---- ----- ------- -- --- — -------- PASS THROUGH ANY OPENING. State Education Law.These drawings and specifications are - --------- -- - ----- -- ----- an instruments service and are the property e the Architect - 34 HIGH HANDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' ON These drawings and specifications are not to be used on any --- ---------------------------- --------------------- - ------------ --- - __ --- ----- -- -- ----- -- - -- --- ------------ ------ - CENTER. RAILING TO BE CONSTRUCTED SO THAT A 4' SPHERE MAY NOT PASS other project,except by written permission of the Architect ------- --------- ---------------- ------ --- ---- ------- -------- -- --- - THROUGH ANY OPENING. ---------- -------------- - -- ----------- ---_---------- --------- - - ---------- - - - 1 -�=-"''_- ��.-_'__e_ PROJECT NO. 22-AR030 --- — - -- --- ---- ------ - -- ------ --- -__ -- - --- --- -- ---- ------ - --- - ____---------- — ------- --- --- ---------- --- --- ---- - ------ - - ---- _ - - -_ - - - - __ - -- -- - - -- - - - -- - ---- - - - -- - - -- - — - -- -- _-_-- �'_� _ �'� B FLO� SCALE 1/4" 1'0" DATE 7/I2/2023 - -------- ---- - - - ---- ------ ---- ----- ----- --- ---- ----- - -- ---- _ - --- - -- -- ----- -- - --- ---- - --- ---- --- -- - - --- - - - __ -- -__ _ -- - - _ 2 -0 - - -- -- - - J1_ - -I—, - -/ n ,P 7 - J� - C , - - -- - - - -- - - --- - - - - - �� - � '` l 1 DRAWN BY CHECKED BY RS --- - - - - — _ - �� j_ - tm TITLE I IL==J I I I I I GRADE I 8' POURED CONCRETE I 1 I I I I 0' -01 - - - - - - - - - I I I -- -- 1 _ _ __ _ _ _ __ _ _ _ _ __ _ -- -- TOP OF PORGN F00'TING I FOUNDATION WALLS WITH 8' X I6' 1 Propose d POURED CONCRETE WALL FOOTING - - �� - - - - - - - - - - - - - - - � -- - -� �. -- -- -- - � - - -- -- I - _310� I I - _ - I Building _ � - 5_ - Elevations _ _ _ _ _ _ (� -- -- --- ---- --- - --- -- --- --- -- - - - TOP OFMSEFOO1lNG gK - - - - - - - - - - - - - - - - -{ �- - -- -- -- -- - -- - - . _ --- -. - .- - ___ -- __ - -. - - - -- - -- _ �-- -- -- -- -- -- -- -- -- - - -7 -3 J-1 I II SHEET s LEFT SIDE ELEVATION Scale: 114' = V-0' A-7 A - 7 i � . 'USP' STRUCTURAL STRAP MODEL# L5TA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. ;a TOP OF RIDGEa RAFTER TO RAFTER CONNECTION N; architecture, p.c. P.O.BOX I254 JAMFSPORT,NY 11947 RAFTER. SEE PLAN FOR PHONE(63I)779-2832 FAX(63I)779-2833 N SIZES AND SPACING w RIDGE. SEE PLAN FOR SIZES j LU RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR < SIZES AND SPACING SIZES tN CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# —— ————- H2.5/145 (585 LBS UPLIFT) I _ _ _ TOP OF PLATES _d®TOP OF PLATE _ _ _ RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION _ FILING JOIST. SEE PLANS 'USP' STRUCTURAL CONNECTOR FOR SIZES AND SPACING Proposed New Construction SEE MATERIAL NOTES FOR For: DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD)NOTES FOR SIZES 'USP' STRUCTURAL STRAP GraY (20 GAUGE MIN) LSTA MAY HEADER. SEE PLAN FOR 'USP' STRUCTURAL BE USED TO WRAP OVER - SIZES CONNECTOR FOP RAFETR AND STUDS THAT ARE THE TOP PLATE AT WINDOW Residence IN-LINE. MODEL#'5 RTIO (REF AND DOOR OPENINGS (REFER H2) (585 LBS UPLIFT) OR TO TABLE 3.35 ON SHEET RT20 (REF H7) (1105 LBS 4'-0" OR LE55 ROUGH OPENING W-I FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED, SEE NOTES FOR 51ZES t TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE FOR OPENINGS LESS THAN MATERIAL NG I ES FOR SIZES AND SPACING 4'-0" USE SINGLE JACK AND FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. I372 Lightouse Road MODEL# LTWi2 (REF 'LT 12) Southold, New York I I97I(735 LBS UPLIFT) MAY AL50 'USP' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S.C.T.M.#IOOO-50-S-7 JOIST CONNECTOR (UPLIFT qqO LBS) MAY ALSO BE USED AS A STUD TO REVISIONS 'AD55' USP CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR. SINGLE SHOE. SEE MATERIAL NOTES FOR SIZES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. O A 5/8" DIA, : ER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP 7-I3-23 Issued For Review UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE 2 7-I8-23 Issued To Building Depart. • BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# L5TA 12 FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 LBS UPLIFT) O O TOP OF SUBFLOOR STOP OF SUB FLOOR O STUD TO STUD CONNECTION STUD TO STUD CONNECrIC-, II BOX BEAM OR RIM JOIST. N;1 II SEE PLAN FOR DETAILS O 'USP' STRJC-URAL STRAP O 'USP' STRUCTURAL STRAP MODEL# LS'I A30 FOR 8" TO MODEL# LSTA30 FOR 8" TO 10" JOIST LSTA36 FOR - - O I 10" JOIST USE L5TA36 FOR 12" JOIST. (REFER TO TABLE O FLOOR DIAPHRAGM BRACING WITHIN { 12" JOIST. (EACH STUD) 3.3B ON SHEET W-I FOR LAST TWO BAYS OF FRAMING AT 4-0 (REFER TO TABLE 3.3B ON NAILING SCHEDULE) INTERVALS SHEET W-I FOR NAILING O SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL NOTES FOR 51ZES HEADER. SEE PLAN FOR O SIZES O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0° FOR OPENINGS LARGER THAN O 4-0" USE DOUBLE JACK AND O FULL HEIGHT STUD AT EACH EXTERIOR WALL STUD. SEE MATERIAL—-,,,""",,, GREATER THAN 4-0 ROUGH OPENING END. O NOTES FOR SIZES AND SPACING ADDITIONAL 'USP' STRUCTURAL STRAP O MODEL# LSTAI8 FOR 8" TO 10" JOIST 'USP' STRUCTURAL STRAP USE L5TA24 FOR 12" J015T FOR SEAL MODEL# LTW12 (REF #LTS 12)(735 LBS UPLIFT) MAY AL50 BE OPENINGS GREATER THAN 4-0" USED AS A STUD TO RIM JOIST ��R ARCS CONNECTOR (EACH STUD) 0�5 0 STROP � 'AD55' USP CONNECTOR WITH (2) 3/4" -'A CARRIDGE BOLTS FASTEN TO ANCHOR BOLT SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8" DIAMETER THREADED ROD AND FOR 51ZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS �-9J 0 169 O¢ AND STRAPPING FROM ROOF TO FOUNDATION FLOOR JOIST. SEE PLANS FOR SIZES AS SHOWN. OF N� BOX BEAM/RIM JOIST reserved.Ileght O22 Architeecc-tt reserves thSKI e right to reproduce c.All ghts th this TOP OF SUBFLOOR , .A,TOP OF SUB FLOOR _ _ _ design;n iu entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION alterationofthese documents isa violation of the NewYork li I I State Education Law.These drawings and specifications are I an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any HPAHD22 (4760 MODEL# HPAHD22 (4760 ° other project,except by written permission of the Architect LBS UPLIFT) LBS UPLIFT) MAY AL 13LEM USED Ac A CORNER HOLD PROJECT NO. 22-AR030 I DOWN 7EE FOUNDATION (1 I I v I I FLOOR DIAPHRAGM BRACING WITHIN I I L—_—_—_—_—————————_ �_——— �_=— ===—==— L—— SCALE As Noted DATE 7/I2/2023 i n GRADE PLAN FOR LOCATION I I ===---I ---------��______________��--- _ _-------��-- LAST TWO BAYS OF FRAMING AT 4-0 INTERVALS d 'USP' STRUCTURAL STRAP �J �J DRAWN BY Wp CHECKED BY RS a DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3" SQUARE GRADE MODEL# L5TAI8 (870 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36" I FOR 8" TO 10" JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES (q80 LBS UPLIFT) FOR 12" JOIST. d #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4" BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 3.313 ON SHEET W-I FOR NAILING POURED CONCRETE FOUNDATION OR 4" BELOW TOP OF WALL. SCHEDULE) Detail Wall MASONRY BLOCK FOUNDATION. SEE a Section & FOUNDATION PLAN FOR SIZES. I 'U5P' STRUCTURAL d - a CONNECTOR MODEL# MP4F/REF# LTP4 (GqO LBS UPLIFT) EVERY 36" Elevation a 5/8" ANCHOR BOLT WITH 3" SQUARE BEARING PLATE a a WASHERS EVERY 36" a SHEET d 4 � da - 1 TYPICAL WALL SECTION Scale: 3/4" _ -0" 2 TYPICAL NALL ELEVATION Scale: 3/4" = I'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL l f TABLE R301 .2.1 .2 TABU 3.4 TABLE 3.6 - TABLE 3.1 NAILING SCHEDULE FASTEST MILE RIDGE CONNECTION REQUIREMENTS 700-YRNDWIND SPEED MPH) C�'rWY ' WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WINDSPEED (130 MPH) JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,D REQUIREMENTS EXPOSURE EXPOSURE FOR WIND (DL ASSUMPTIONS: 10 PSF �` COMMON NAILS BOX NAILS 13 c 130 architecture, p.c. FASTNER SPACING NUMBER OF 8D COMMON FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END OF ROOF PITCH ROOF SPAN (FT) REQUIRED CAPACITY OF RIDGE 1 1/41z 20 GAGE STRAP'' CONNECTIONS (PLF) 1,2,3,4 P.O.BOX I254 JAMESPORT,NY II947 ROOF FRAMING PANEL SPAN LESS THAN 4 FOOT LESS PANEL 6 FOOT LESS PANEL PHONE(63I)779-2832 FAX(63I)779_2833 FASTENER TYPE SPAN LESS THAN OR SPAN LESS THAN OR 12 136 OR EQUAL TO 4 FOOT RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER EQUAL TO 6 FOOT EQUAL TO 8 FOOT I6 I 2 3:12 2 152 0 CEILING J015T TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST 20 2 2 24 227 72 CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) #8 WOOD SCREWS SEE TABLE 3.qA SEE TABLE 3.qA EACH LAP W/ 2" EMBEDMENT 16" 10" 8" 12 24 2 3 28 318 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.qA SEE TABLE 3.qA EACH LAP 28 2 3 32 363 COLLAR TIE TO RAFTER (FACE-NAILED) #10 WOOD SCREWS 32 2 3 36 409 SEE TABLE 3.6 SEE TABLE 3.6 PER TIE „ 16" 12" q" 36 2 3 BLOCKING TO RAFTER (TOE-NAILED) 2-BD 2-IOD EACH END W/ 2 EMBEDMENT 12 113 RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-I6D EACH END y" LAG SCREW ANCHOR n n n 16 150 4:12 W/ 2" EMBEDMENT 16 16 I6 20 158 24 226 WALL FRAMING FOR 51: 1 inch= 25.4mm, I foot=304.5mm, I pound=4.448 N 12 2 2 28 263 2-I6D 2-I6D PER FOOT 1 mile per hour=0.447 m/s 16 2 3 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) A. THE TABLE IS BASED ON IBO mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot MEAN ROOF 20 2 3 36 338 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH SIDE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-I6D 24" O.C. 28 2 4 5:12 16 118 HEADER TO HEADER (FACE NAILED) I6D I6D 16�� O.C. ALONG EDGES B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 FA5TNER5 SHALL BE LOCATED NOT LE55 THEN I" FROM EDGE OF THE PANEL. 36 3 4 24 177 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3,5A) (SEE TABLE 3.5A) PER STUD 28 2 BOTTOM PLATE TO FLOOR J0I5T,BANDJOIST,ENDJOI5T OR BLOCKING (FACE-NAILED) 2-10" 2-16D''2 PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 36 236 OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LESS THAN 2.5" 36 265 FLOOR FRAMING FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 2 3 12 81 Proposed New Construction D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 16 2 4 6:12 16 108 35 For: VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LE55 TH 20 3 4 20 1 AN 24 24 3 5 24 135 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-BD 4-IOD PER J015T 1,500 LB5. 2-SD 2-IOD EACH END 28 3 5 28 188 Gray 62 BRIDGING TO JOIST (TOE-NAILED) 32 3 6 32 215 BLOCKING TO JOIST (TOE-NAILED) 2-BD 2-I0D EACH END 36 4 6 36 242 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-16D EACH BLOCK 12 76 LEDGER STRIP TO BEAM (FACE-NAILED) 3-IGD 4-I6D EACH JOIST 7:12-12:12 16 102 Residence JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-SD 3-I0D PER JOIST PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127 24 153 BAND JOIST TO J015T (END-NAILED) 3-16D 4-16D PER J015T TABLE 3.qA 2TABULATED UPLIFT REQUIREMENTS ASSUME AROOF/CEILING DEAD LOAD OF 28 178 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D 3-I6D ' PER FOOT ROOF LIVE LOAD GROUND SNOW LOAD gpsf (0.60x15 psf=q psf)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204 RAFTER/CEILING JOIST HEEL JOINT CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 229 ROOF SHEATHING - - TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END CONNECTION REQUIREMENTS 20 PSF 30 PSF OF THE STRAP. 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR ROOF SPAN (FT) 3MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS SD IOD (SEE TABLE 3.10) 12 1 24 1 36=12 1 24 1 36 4FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO 2TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING RAFTER SLOPE RAFTER SPACING (IN.) REQUIRED NUMBER OF I6D COMMrw!OR 40D BOX NAILS PER HEEL TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 P5F (0.6 x 10 PSF = 6P5F) I"x6" OR I"X8" 2-BD 2-IOD PER SUPPORT JOINT CONNECTION'AsAs OVERHANG LENGTH AND THE JACK SPAN. I"x10" OR WIDER 3-8D 3-I01) PER SUPPORT 12 3 5 8 3 6 q EXPOSURE "B" - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING,TABULATED ET REQUIREMENTSION BASED ARE F RDIIFFRENTRDGE CONNECTION PACIG, UL CONNECTION MULTIPLY THE TABULATED VALUES BY CEILING SHEATHING 3.12 19.2 4 8 12 0 14 EXPOSURE "C" - ANY LOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: I372 Lightouse Road 24 5 10 15 6 12 18 RIDGE CONRNECTION SPACING IN. 1.00O 1 33 1.60 2.00 44 00 Southold, New York 11971 GYPSUM WALLBOARD 5D COOLERS 5p COOLERS 7II EDGE/ 10 FIELD 16 3 5 8 3 6 q 4FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER s•C•T•M•#I000-50-5-7 WALL SHEATHING 4.12 19.2 3 6 q 4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. STRUCTURAL PANELS BD IOD (SEE TABLE 3.11) 24 4 e 11 5 q 13 REVISIONS 12 3 3 5 3 4 6 FIBERBOARD PANELS 16 3 4 6 3 5 7 O 7-I3-23 Issued For Review 5:12 11 .12 GAL. ROOFING NAIL 24 3 5 7 ., 6 q 2 7-I8-23 Issued To Building Depart. I/2" (0.120"xi-I/2"LONGx7/I6"HEAD) - 3" EDGE/ 6" FIELD 24 3 6 q 4 7 II 25/32" 11 GA. GAL. ROOFING NAIL _ �� TABLE 3.4A O (0.120 xI-3/4 LONGx3/8 HEAD) 3 EDGE/ 6 FIELD 12 3 3 5 3 3 4 7:12 16 3 3 5 3 q 5 O GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD Iq.2 3 4 5 3 4 6 HARDBOARD BD SD (SEE TABLE 3.11) 24 3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND PARTICLEBOARD PANELS SD BD SEE MANUFACTURER 12 3 3 3 _ 3 3 SPEED (MPH) O DIAGONAL BOARD SHEATHING ( ) q:12 w.2 3 3 4 I ; 4 5 LATERAL AND SHEAR CONNECTION 0 I"X6" OR 1"x8" 2-8D 2-81) PER SUPPORT 24 3 4 5 3 4 6 REQUIREMENTS 120 130 140 O I"x10" OR WIDER 3-81) 3-8D _ PER SUPPORT I2:12 16 3 3 3 S 3 3 NUMBER OF 8D COMMON NAILS OR IOD BOX NAILS TOE4MLED O Iq.2 3 3 3 I 3 3 4 RAFTER/CEILING JOIST WALL HEIGHT (FT.) FLOOR SHEATHING 24 3 3 4 REQUIRED IN EACH RAFTER AND/OR CEILING JOIST 70 7C ) 3 5 SPACING (IN.) PLATE CONNECTIONb2,3,4 O STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOAD BEARING WALL, O I" OR LE55 8D IOD 6" EDGE/ 12" FIELD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 8 2 2 3 GREATER THAN I" IOD I6D 6" EDGE/ 12" FIELD BE2WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD 10 2 2 3 O ARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO St REDUCED DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 6 2 3 3 O I"X6" OR I1X8" 2-BD 2-IOD PER SUPPORT " EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 10 2 3 3 TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILING O IIIAO' OR WIDER 3-8D 3-lOD PER SUPPORT ASSEMBLY " TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME CEILING JOISTS OR RAFTER TIES ARE 24 8 3 4 5 O MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING 15 LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER 10 3 4 5 REDUCED. FOR EXAMPLE IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: ' PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O CEILING HEIGHT / TOP PLATE TO RIDGE HEIGHT ADJUSTMENT FACTOR 2 O 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 1/2 2.00 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER 1/3 1.50 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED O 1/4 1.33 1/5 1.25 1/6 1.20 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH 51DE OF RAFTER OR O I/10 1.11 CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE O 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS: WALL HEIGHT B' 10' SEAL TOP PLATE TO ADJUSTMENT FACTOR RIDGE HEIGHT (FT) 10, 1.00 1.00 R A& � 15, 1.15 1.25 C GIRDER SEE PLANS FOR TLA5T TWO 20 1.40 1.50 ��5 STROP SIZES ✓t TYPE BAY5 OF 0 s FRAMING it MODEL# P6544 (REF# AC4) ENDWALL r (UPLIFT 1815 LB5), MODEL# PB566 (REF# AC6) (UPLIFT IBIS 0 I+� O LB5) SEE PLAN FOR SIZES. N 4X4 ACQ POST, GXG ACQ Copyright 2022 STROMSKI architecture,p.c.All rights I POST. SEE PLAN FOR 1 /2" SPACING A A reserved.The Architect reserves the right to reproduce this SIZES TYPE. ALLOWS HOLDDOWN design in its entirety or any portion thereof.Unauthorized INSTALLATION alteration of these documents is a violation of the New York ENDWALL BLOCKING State Education Law.These drawings and specifications are MODEL# PA44 (REF# an instrument of service and are the property of the Architect. These drawings andspecifications are not to be used on an AB44), MODEL# PA66E other project,except by written permission of the Architect (REF# A66E) SEE PLAN CORNER STUD CONNECTED FOR SIZES. TO TRANSFER SHEAR PROJECT NO. 22-AR030 'ADS5' USP CONNECTOR WITH SCALE As Noted / / G II GRADE 5/B" DIAMETER ANCHOR BOLT DATE. 7 i2 2023 ° AND S. SEE FOUNDATION LBAYS OF AST TWO DRAWN BY WP CHECKED BY RS °II BOLTS. SEE FOUNDATION 2-I6D COMMON NAILS AT FRAMING �J PLAN FOR LOCATIONS 6" O.C. 5/8" DIA. ANCHOR BOLT TITLE WITH 10" MINIMUM EMBEDDED LENGTH INTO CONCRETE JOISTS Tables, ° - Schedules and ° a Diagrams iagrams AT 4'-0' ° INTERVALS a SECTION A-A SHEET TYPICAL POST SECTION Scale 3/4" = 1 0" 2 CORNER HOLD-DOWN Scale 3/4" =_ 3 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2" = 1'-0" W - 2 � 1 I_0II FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS