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Home My WebLink About49408-Z g1�jFF0 Town of Southold a�O� oGy� 6/22/2024 P.O.Box 1179 C- C. -M'. 53095 Main Rd c Wpy oh ' Southold,New York 11971 ol � ya �� CERTIFICATE OF OCCUPANCY No: 45294 Date: 6/22/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5415 Skunk Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 138.-2-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2023 pursuant to which Building Permit No. 49408 dated 6/22/2023 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: "as built"demolition(as per Town Code definition)and reconstruction of a single family dwelling including covered porch, unfinished basement, rear patio and outdoor shower as applied for. The certificate is issued to 5415 Skunk Ln LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49408 5/28/2024 PLUMBERS CERTIFICATION DATED 4/11/2024 Jo h S. tillo,Jfl 0 Aut or ed i ature o�SufFotK�o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49408 Date: 6/22/2023 Permission is hereby granted to: Demott, Richard 5275 Skunk Ln Cutchogue, NY 11935 To: legalize the "as built" demolition (as per Town Code_definition) and reconstruction of an existing single-family dwelling as applied for with sanitary certification. At premises located at: 5415 Skunk Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 138.-2-7 Pursuant to application dated 4/28/2023 and approved by the Building Inspector. To expire on 12/2112024. Fees: AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $1,794.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,844.40 \� Building Inspector *pF SO�r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CAN Q Southold,NY 11971-0959 y �o sean.devlin(a�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Demott Address: 5415 Skunk Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 49408 Section: 138 Block: 2 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Morris Electric License No: 48510ME SITE DETAILS Office Use Only Residential . X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 35 Ceiling Fixtures 5 Bath Exhaust Fan 3 Service 3 ph Hot Water Elec. GFCI Recpt 15 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO Detectors Sub Panel A/C Blower 2 Range Recpt Elec. Ceiling Fan 3 Combo Smoke/CO 5 Transfer Switch UC Lights 12' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect D Switches 29 4'LED 6 Exit Fixtures Sump Pump Other Equipment: 200A Panel, Fridge, Micro/Hood, Elec. Cooktop, DW, W/D, Oven Notes: AS BUILT NO VISUAL DEFECTS " Two Story w/ Unfinished Crawl / Basement Inspector Signature: c Date: May 28, 2024 S.Devlin-Cert Electrical Compliance Form ,rar �o%Wlff Town Hall Annex �.y� C'y Telephone(631)765-1802 64375 Main Road o P.0.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Z Building Permit No. Owner:]Y �. Q c dOnP- (Please print) Plumber. S' 0 (Please print) I certify that the solder used in the water supply system contains less than 2 10 f 1% lead. ( . mbers Signature) Sworn to before me this A=" 1IRi \OTARr1't:11.1 ..\Tday of 20- gOR1( Qualified to Su7oik Cowuy =&n6� I�• \fy Connrlgtnn Etpires 11+rch N?p Notary Public, S County 1 SOUTHp# TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) [ ] CODE VIOL ON [ ] PRE C/O [ RENTAL REMARKS: 7�4, &� 9 .11 DATE gJY INSPECTOR �aU o �aoF souryo 1►Q D # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. * fI"ff---- [ ] 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/ [ ] RENTAL M RKS:olfbva � mv Tc P"t/C,--w • oz c O DATE INSPECTOR OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ['-?INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: oyl f2e C U ok- d'�� nL DATE 149 Ag- a3 INSPECTOR hO�aOF SOUTyO� * TOWN OF SOUTHOLD BUILDING DEPT. utm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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- o )A LdwX-.,l v�1tJ�l� 4 zav l^- vljWG- e,(.,l kA DATE INSPECTOR ho�aOF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. couffov, ' 631-765-1802 qo,Kos INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION / [ ] PRE C/O [ ] RENTAL REMARKS: 1 �� wt P - o vi- Ln np.,/ h l VQA 59nY> 16 UJ/6 �Cl-kt�A, fflO(Ve, 4/1 DATE INSPECTOR OE 50Ulyo� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL Ae, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: el? 2[Vm 6(A CZA ol4v DATE q1tdwill, INSPECTOR pF SOGTyO� # # TOWN OF SOU.THOLD, BUILDING DEPT. o rm��' 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: A�E _�aU ! t,'7— -farti�`�ri rAA e JS-- 1h 11-1 IA 6 157i�"e k-/ o le 0 f,126?A �1 Ga �s e Aind DATE S 7i INSPECTOR ho��OF SObIyO� * ` -TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] ' FOUNDATION 1ST/ REBAR -- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING:,., [ ] .FINAL [ ] 'FIREPLACE & CHIMNEY''; [ ] FIRE-SAFETY-INSPECTION ,S [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . ELECTRICAL (FINAL) [ ] CODE.VIOLATION ] PRE C/O [ ] RENTAL REMARKS: l W Al bo a aiSUMP) Yh, a4d-� 1 � 7,,,,v- comm"fta�e . c -_0 /e fWeie-CMA �Pc DATE =L' .INSPECTOR l OF SOUIgOIo l ule I -- TOWN SOUTF[OLD BUILDING ING DEPT. . cou ,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 STJ 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: zcw vl:;t� a dM All A ®i, eM I o 4A Wdlidabd DATE INSPECTOR- OF SOUTyo -- * # TOWN QF SOUTHOLD BUILDING DEPT. coom, 631-765-1802 INSPECTION [ ] FOUNDATION'1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] -FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 'l(,� NeeA_ W R- OI L4_S 416 cover !, r I of 1A, 91 to � DATE L4 9,6 11N INSPECTOR ho��OE 50Ulyo� # # . TO N: OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND j ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [' ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O. [ ]. RENTAL REMARKS:CAM f- 6-10PIV104/ Vo DATE li�/ INSPECTOR SOOIyo� J ----- - -- # # TOW O"UTHOLD' 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) >VELECTRICAL (FINAL) [ ] CODEXIOLATION [ ] PRE C/O [ ] RENTAL - REMARKS: SJ DATE INSPECTOR *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15% of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 B ildng:Envelope atnd- Duct Tightness :Reporjt 2018IECC as aimended by the 2020"New York State Supplement,#sectionsR402:4:1.2,and R403 3 4`- Address.of Test 1.5415;Skunk Lane- C-f &-gue.. , 11935 Test Date- 3125/2024 Btuldirig Perriiit# - - Compliance;Pathway Performance T` ' ter-ID#:":: : :' 41502 4 `:: Test Completed liy Christopher.Silvia , ST ' 9 . Home Energy;Solutions HATE ID# - 187 East.IVlain,Street , , . ICC--# • Hiintingtori,,NY=1.T743 $PIt# II "6341-673-0;664;.' Building E'nveloue Ti'�htness - volume Calculation Check if - Eloor Area -.Volume ❑ Conditioned Basement ;Basement ❑wCond�tioned Crawl Space. 1 1st:" 1`284 10526 gSealed Attic - 2"d= 51s1 4652; *The conditionedf,floor acea�of dwelling-i's;cal'culated in ,'Yid ,:." accordance vuith ANSI-Z765,except,that conditioniad,P or; � ' Attic,` 6984 area includes areas where the ceihngheight_is lessaliar%5. Total Volume, 22162 ft _ CF1Gh@5.O�pa -i 1538:0 , Air chmixes/hr@50 pa:416` Code Comphancec _ Fail k - - _ . », ' - - - Duct;Tightness: Post Construction Test Total7buct I�.eakage 5 - System% It . Duct;Irocaton Floor Area Leakage s CFM @ 25pa CFIWJ, ' ft2 CFA Code Coriipliance / System=2: oc t on-. - __ _ . IDuct L a z Floor .'.ea Leakage ' CFM:@ 25pa _ Code Compliance :. System'3 - .., . Duct'Location Floor Area - - Leakage CFM`@ 25pa ' CF1VI/100`-ft2 CFA Code Compliance , ��:I!�-".l,,:I-,_,",�l I.�_L,-,_i�;L_��"L-. - . . ., ; :.` Allfbuilding env'elope.t'ightness liarnbeenkaverifted:arid conductedan accodaricerwith RESNET/ICG 380 ASTM E71.b o,&ASTM'E182',7 as" ,.requir-ed b- 2018.IECC as..amende�t 1b _,h ,2020;Nbw4ofN State Supplement;'section R402 412 The building duet and-plenum system hasbeen Verified.as required iy the2(18ECC as amended by 2020 New York State Suppleme"nt,Section R403:3 4 = " 9i,d f;^' s;; u y. -? `f Signature:,: ��' 'f '�i§ Date: 3/25/2024 "', Chr stophe�r Sil,tea,Hoip6�E cergy SOIuhUI1S 4 - - B _ a d. .�uct T g.,; t ss - e� or, 2018wIECC as amended by the 2020 Nevv York;Sfate:Supplement;`sections R402:412 and"R403 wrl 3:4 Address;of Test'S415 Skuril�Lane,:.Cutchogue'NY:11935= '•:":': : -•4 Test Date ` ,' 329120247..' Bi il`ding:Pei Compliance Pathway Performance Test Com leted l Cliristo her Silvia �RESNET : ' d P... _ y- ' - . . ._ Rater AR4, "4150294�, Home Energy Solutions �NATE, #- 1'87 East M;iin Street ICC ID:# -- " Huntington,NY T1743° BPT# 631-673-0664. Volume Calculation: Checkif Floor Area Volume, 0 Conditioned Basement ,Basement, . Conditioned CrawhSpace 1284 10526 0 Sealed Attic 2"d 511 =` 4652 *The conditioried'floor area of dwelling is aaleulated.in 3`d .'accordance with ANSI Z765,except that ddhditioned floor "Attic- .6984: ar:ea>ineludesarea"s;wherethe ceilirig heightsY,less ttian"S Total Volume 22162 ft CFM @50 pa 1363 6 Au°.changes/hr@50 pa 369:`' Code Compliance Fail=. x DuctTihtness Post Construction-Test=Total='D.uct?Leakage DidtL ocation Leakagg, CF1VI @ 25pa CF1V1%100 ft?CFA Code Compliance. h DuetL;gcation . F1'o6r`Area . Leakage CFM @ 23pa Code Compliance, System-3•r ._ Duct.Location `' Floor Area Leakage: CF1VI @ 25pa CFM/1'Q0` Z CFA Code Compliance , - AII'buiidiri envelo e=ti'htness hasfbeenrverif `an'd¢c6nd�Icted in accordance wit RESNET ICC 380 AST"M-"E"r g.. p g- h /, _ 779 or A5TM E1827,as requited by 2018 IECC as amen-adbyth 2020 Riewi york State Supplement,section:R402 4:1r2 The budding duct and„plenum endedbsytem hasbverifed as:rerd I 2020NwyoCStem oA401.3.,ge ? m p S4 Signature• ''� 4 .w fi Date: 3/29%2024•; C stopur Suviatmeaner Solutions _ 1 1-10 14 E ENERGY Load Short Form Job: 5415 Skunk Lane S y c t1 T t o Sv( Date: 4/1/2024 � ��• Entire House By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 5415 Skunk Lane, Cutchogue, NY 11935 Design Information Htg Clg 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 PEERLESS BOILERS Make Comfort-Aire Trade PB HEATING Trade COMFORT-AIRE Model EC(T)-E-03-075-S Cond RSG1342S1M-1 AHRI ref 205355618 Coil HMG42F1P AHRI ref 207785395 Efficiency 86.5 AFUE Efficiency 11.0 EER, 13 SEER Heating input 105000 Btuh Sensible cooling 28700 Btuh Heating output 92000 Btuh Latent cooling 12300 Btuh Temperature rise 60 OF Total cooling 41000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 1ST FLOOR 1285 31952 26226 1024 1412 2ND FLOOR 516 11736 7427 376 400 Entire House 1801 43688 26006 1400 1400 Other equip loads 4425 2346 Equip. @ 1.00 RSM 28351 Latent cooling 6473 TOTALS I 1801 I 48113 I 34825 I 1400 I 1400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ° - wrightsa 2024-Apr-0211:19:57 i. ,w,-,.,. ...,.�,:.q., Rig htSuite®Universal202323.0.05 RSU20822 Page "M ...Jobs15415 Skunks Lane\5415 Skunk Lane ManJS.rup Calc=MJ8 House Front faces: W 1I@M L• ENERGY Load Short Form Job: 5415 Skunk Lane s o L u T I a tc s Date: 4/112024 1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • . • For: 5415 Skunk Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(°F) 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 (ftz) (Btuh) (Btuh) (cfm) (cfm) BATH 1 42 776 178 25 10 BATH 2 45 1131 331 36 18 BEDROOM 1 175 4244 3230 136 174 BEDROOM 2 166 3836 2452 123 132 KITCHEN 234 8859 8044 284 433 LAUNDRY 27 551 614 18 33 LIVING ROOM 572 11857 11318 380 609 WIC 1 23 698 58 22 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' -wrightsoft'" 2024-Apr-0211:19:57 r'� .v...,,�«.�.,.-,., Right Suite®Universal 2023 23.0.05 RSU20822 Paget + ...Jobs\5415 Skunks Lane\5415 Skunk Lane ManJS.rup Cale=MJ8 House Front faces: W 1ST FLOOR 1285 31952 26226 1024 1412 Other equip loads 0 0 Equip. @ 1.00 RSM 26226 Latent cooling 3625 TOTALS I 1285 I 31952 I 29851 I 1024 i 1412 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft^ 2024-Apr-0211:19:57 Right Suite®Universa1202323.0.05RSU20822 Page FvCr�1 ...Jobs\5415 Skunks Lane\5415 Skunk Lane ManJS.rup Celc=MJ8 House Front faces: W He M E ENERGY Load Short Form Job: 5415 Skunk Lane S O L u T 1014 S Date: 4/1/2024 4 2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 5415 Skunk Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (OF) 8 84 Method Simplified Inside db(°F) 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) BATH 3 69 1685 567 54 31 MASTER BEDROOM 354 8084 6256 259 337 STORAGE 93 1967 604 63 32 2ND FLOOR 516 11736 7427 376 400 Other equip loads 0 0 Equip. @ 1.00 RSM 7427 Latent cooling 1573 TOTALS I 516 I 11736 I 9000 I 376 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, � wN ht5oft*•YI.NF 9 .,,..,. Rig htSuite® 2024-Apr-0211:19:57Universa1202323.0.05 RSU20822 Page �lVN1 ...Jobs15415 Skunks Lane15415 Skunk Lane ManJS.rup Calc=MJ8 House Front faces: W I Iw ` L ENERGYManual S Compliance Report Job: 5415 Skunk Lane Date: 411/2024 SQLUTICtt:S • w Entire House By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 5415 Skunk Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.0'F Sensible gain: 28351 Btuh Entering coil DB: 76.7°F Outdoor design WB: 71.2°F Latent gain: 6473 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 34825 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Comfort-Aire Model: RSG1342S1M-1+HMG42F1P Actual airflow: 1400 cfm Sensible capacity: 28700 Btuh 101%of load Latent capacity: 12300 Btuh 190%of load Total capacity: 41000 Btuh 1181/o of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 48113 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: PEERLESS BOILERS Model: EC(T)-E-03-075-S Actual airflow: 1400 cfm Output capacity: 92000 Btuh 191%of load Meets all requirements of ACCA Manual S. 4jd- wrightsoft"9 2024-Apr-0211:19:57 �,, RightSuite@ Universal 2023 23.0.05 RSU20822 Page l Arm ...Jobs\5415 Skunks Lane\5415 Skunk Lane ManJS.rup Calc=MJ8 House Front faces: W JEFF A. ZAHN, A.I.A. ARCHITECT-PLANNER Town Hall Annex 54375 Route 25 Southold,NY 11971 To: Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department Date: March 22, 2024 Owners: Joseph Daidone 5415 Skunk Ln Cutchogue NY Amanda: This correspondence is to inform you that this office inspected the footing and foundation on August 20, 2023, for the owner Joe Daidone at 5415 Skunk Ln Cutchogue NY. The approved drawings showed an 8"reinforced concrete foundation wall with an 8"x14"footing. The contract requested to use cmu walls atop of 8"xl4" concrete footing in leu of the poured foundation wall. This office informed the contractor to install#4 rebar from the footing to the top of the cmu cells at 32"o.c. mina and to fill all the cells solid with grout. To the best of my knowledge the contractor has installed the footing and foundation walls per our directive. The photos attached show the work performed. Should you have any questions or concerns regarding the above please feel free to,contact me. Thank you for your time on this matter. _ Very truly yours, qv; Jf� Jeff A. Zahn,AIA ® 02 Cc: TCloughen OF 215 ROANOKE AVENUE ■ RIVERHEAD, N.Y. 11901 ■ 631.727.0544■ Fax 631.727.5336 4-44 � lop ,r�'r • r rMOW /i wR Is s ar 1 r + i •t• fi, / , •, ' 41k ' ■ .10 It t + of, M . ,,r , " �71��tNl■�I Jim y • L iJ 4,y 41 _ 12 �a�� a -j�-qqg0� r 10, }F a f, r :Y?n; �zOZ �bYV A THONY'S INSULATION CORP. Spray Foam, Drywall, Spackle & Paint r 86 E INDUSTRY CT, DEER PARK NY 11729 PHONE 631-943-8364 EMAIL: ANTHONY[NSULACORPAZ@GMAIL.COM March 26T",2024 JOBSITE: 5415 SKI K LN, CUTCHOGUE NY To whom it may con rn, This letter is to verify that for the above location we installed the following DC315 material specific for Fire Resh tance used to paint over Insulation on Attic Rafter and Crawlspace. The product used co arms to meeting with the IBC and IRC Code Requirements and its regulations. For any questions and or concerns please do not hesitate to contact us via email or via phone. Regards, Carlos Sanchez President JEFF A. ZAHN, A.I.A. ARCHITECT-PLANNER June 20, 2023 Town of Southold Building Department 54375 Main Road Southold,NY 11971 J U N 211 2023 Re: Certification of Existing Septic System 5415 Skunk Lane Cutchogue,NY 11935 TM.No.: 1000-138-2-7 To Whom it may concern, This correspondence certifies that the existing septic .system located at 54-15 Skunk Lane in Cutchogue,NY is adequately sized for the proposed 3-bedroom residence. A field inspection of the system was conducted by this office on June 13t', 2023. It was observed that the system exits the North side of the residence into the grass area along the driveway via a 4" diameter pvc pipe. The pipe makes a 90-degree bend and enters a 1,000-gallon septic tank, located in the front yard. From the septic tank, there are (2) outlet connections with drop tees leading out to a leaching pool cluster consisting of (5)pools. Based on current Suffolk County Health Department standards for residential systems, the components mentioned above meet current requirements for a 3-bedroom system. Should you have any questions or concerns please feel free to contact.me. FD q,q� Very truly yours; A.. �� 1: ,E Pr Jeff ahn, � Q5 (60 215 ROANOKE AVENUE ,RIVERHEAD, N.Y. 11901 ■631.727.0544 ■'FAX- 631.727.5.335 PRECISION DESIGN Timothy M.Cloughen 3 Manorview Way,Manorville,NY 11949 631-255-7845A D E C E Q V E = ' Town Hall Annex JAN 3 ? 2024 54375 Route 25 Southold, NY 11971 �' n'q rolz tr ;1?r?�► To: Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department Date: January 31, 2024 Owners: Joseph Daidone 5415 Skunk Ln Cutchogue NY Amanda, Please find 4 copies of the revised plans for 5415 Skunk Ln Cutchogue showing an outdoor shower was added. If you have any questions, please call my office at 631-255-7845 Regards, Timothy Cloughen Precision Design and Expediting Services 631-255-7845 f. s R* • i 1 i �fllt� 1 Y py l Aid 10 .,w e � 23 »« � � N .�.. � c. • • • • COMMENTS FOUNDATION FOUNDATION Zna]ROUGH FRAMING& PLUMBING -:! vRJ"in Im INSULATION I - STATE ENERGY •D NPAP �/ .ulaw i• � �r �� 1 IVA ADDITIONAL • MIA Kc ' • J 7!i MA '� r o�suFFot,r�pG TOWN OF SOUTHOLD—BUILDING DEPARTMENT . x Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT I� IG, t it W/ I For Office.Use Only D PERMIT NO. Building.Inspector., Ij APR 2 8 2093 Apptions'arid fq'r..ms iiust!;e filled.out.iti th'eir,'entirety;;Ik'6Mplete applicationswill not:be accep'ted:::Whare'tlie Applicant:isnot the owher,an Own r's;Atithorl ation'form,(P..ag�;2fthall'.be'ciimpleted: Date:04-21-2023 - - '•k„ :®WNER 5 O .:{•t+aao •�a P 'T11'�' 1 r:r Name:Joseph Daidone. SCTM#1000-1 Project Address:5415 Skunk Ln,.Cutchogue, NY 11935 1.1 Phone#:516-318-2095 Email:joaidone@msn.COM Mailing Address: . .CONTACT EFt50N.= d1: ip:•:ri a' Name:TimothY Cloughen ('Precsion Design)...... Mailing Address:3 Manorview Way Manorville NY 11949 Phone#:631-255-7845 Email:tm.clou hen @ mail com rb ' 1,4 S. E5 IGN:PROF INFO RMA710N E'- "'Jr,lJ; nl(• i 6 t' Name:Jeff A. Zahn A:I.A: Mailing Address215 Roanoke Ave'- Riverhead NY 11901 Phone#:631-727-0544 Email:jazcad@ums n co..,, . m >y. Coiv taA o iv r cT R'I Igo RMA'f10N:= Name:James Patrick (James Patrick Company INC) Mailing Address: Phone#: Email: [3 b E5C IPTIO F,N�0 PROP•OS D CONSrR- Ir UCTION'°- EINew Structure ®Addition '®Alteration ❑Repair ®demolition Estimated Cost of Project: I]Other ,. . $ Will the lot be re-graded?: MYes ❑No Will"excess fill be removed from premises? ®Yes CINo Proposed 1 st story interior alteration approx 1284.sf and proposed 2nd story addition.13.3',X 38.3' approx 509.4 sf and proposed new.-cellar-entrance 3.67 X 9 67•approx 35.4 sf proposed front porch 7-.0'.X 32.1:7' = 225.19' PROPERTY INFORMATION Existing use of property:1 family residence Intended use of property: 1 family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R$0 this property? DYes ®No IF YES, PROVIDE A COPY. `CKEGIC$OX"A#terReadin ''The'owner contracFar desi n 'rofessitinalis"rasp o `" f g:, /" 7 g p p nsible far all drainage and storm°water issue's,:as.provided by." '',CNapter'236 of the Town Code.APPLICATION IS,NBRI:BY,INiAbli 4o the,Building Deparf►ripnt'fbr fh�Issuance of a Building Permit pursuan41Co;the Building Zone-' ordinance of the Town bf Southold,Suffolk,.County;New York and other:applicable Laws,Ordinances or Regulations,for the construction ef,buildings;. additlans,alteratlbns or for removal or demolition as herein de'scribed.The applicant agrees to cdmply with all applicable,laws,ordinances;building code, hausirig,code and regulations and to admit authorized'inspectors on,premises.and In buildingis)for,necessar inspections.False statements Inade herein are punishable as.a Class A misdemeanor pursuant to Section 21o.4s of the New York State Penal Law: Application Submitted By(point namejim®thy Cl®ughen HAuthorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County +� �J COUNTY OF ) Commission Expires April 14,2 d I Timothy Cl®ughen being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the gent (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 r � day of..Ap�—1 120 n^� �'� 1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Joseph ®aidone residing at 5415 Skunk Ln, Cutchogue, IVY 11935 the owner `�imothy�ClOughen do hereby authorise to apply on my behalf to the Town o outhold Building Department for approval as described erein . r 11 Ow is Signature bate P"Int Owner's Name 2 �Qg�FfDLK�o BUILDING DEPARTMENT-Electrical Inspector Gy . TOWN OF SOUTHOLD N z Town Hall Annex- 54375 Main Road - PO Box 1179 ON,. -. Southold, New York 11971-0959 p Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerrasoutholdtownny.aov- sea nd01southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2-27-24 Company Name: Madison Ave construction Electrician's Name: Billy Deak License No.: Me-48420 Elec. email:madconink@aol.com Elec. Phone No: 516-790-6202 01 request an email copy of Certificate of Compliance Elec. Address.: 81 East Jefryn Blvd JOB SITE INFORMATION (All Information Required) Name: Joe Diadone Address: 5415 Skunk Ln Cross Street: Phone No.: 516-551-6110 Bldg.Permit#: 49408 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ��-I- ►�e �-{��t c l'ca� a� d we-P nel Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) Service SizeFv-11 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame ✓ Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION (z.9j 24 ?o,,.a, 600" J4 � - PERMIT 9 Address. is— �� G✓� Switches Outlets l GFI's r Surface l Sconces I �� t + HH's r �I UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop f c� Transfer j AC •AH Hood Service Amps Have Used Special: Comments �oguFFO�,��o BUILDING DEPARTMENT- Electrical Inspector ��O Gym TOWN OF SOUTHOLD o '` Town Hall Annex- 54375 Main Road - PO Box 1179 `%; Southold, New York 11971-0959 �4,- �ap�� Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr(cr-southoldtownny.gov — seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2-27-24 Company Name: Madison Ave construction Electrician's Name: Billy Deak License No.: Me-48420 Elec. email:madconink@aol.com Elec. Phone No: 516-790-6202 01 request an email copy of Certificate of Compliance Elec. Address.: 81 East Jefryn Blvd JOB SITE INFORMATION (All Information Required) Name: Joe Diadone Address: 5415 Skunk Ln Cross Street: Phone No.: 516-551-6110 BIdg.Permit#: 49408 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES❑ NO [:]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) Service SizeFv]1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[]Overhead # Underground Laterals 0 1 2 0 H Frame ✓ Pole Work done on Service? ✓ Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 2 � 4 ?pv-,aL 00"3�9 rt �00-778 NOTE: LUNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 2.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDEREDTO BE A VAUD TRUE COPY. 3.CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL,AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, t>5 CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS 4.UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS,IF ANY,ARE NOT SHOWN HEREON. . °Sx ��M x5 ypF Z�p pp //'/'``G Yf2•E rw Mcpezpx". ycp SHED BE�JM °fW`JM°w�Y. O Wx�°N. � tJ�TOJx .:..:..... :.... -+ a y6N rye° \,v•:::::::�•::::.: :::'�9i, gfi s i...:::::::..... �::::..::: ILL. ,y •:. :::::............ 750 p0 1p 6. G Foa"fo "cPio "' I l� ZOf ��vno Mwa ° �° 5ati 0 w "� FINALSURVEY 9'"p p9 5p MARCH 3,2024 % u� OF NE'(v AREAS �Q� �� LySZ,1U YO IsQftl [acre] ay p0 0 n A, �p0 Sid p PARCEL 1 17512 0.402 5 1ZA �t0 Ci .� PARCEL 2 1178 0.027 TOTAL 18690 0.429 LAND 9 CUTCHOGUE c CONSTRUCTION TOWN OFSOUTHOLD ARKADIUSZIUSIEGA,LS NYS050569 CSE LANDSURVEYING COUNTYOFSUFFOLK 61-04 79th STREET STATE OF NEW YORK MIDDLE VILLAGE NY 11379 DISTRICT 1000 TELEPHONE(347)981-8435 SECTION 138.00 FAX(347)730-6691 WWW.CSESUWALA.COM BLOCK02.00 FILED MAP: LOT 007,000,016.000 LOT 123 ON MAP ENTITLED"MAP OF OAKDALE GREEN,SECTION TWO, CERTIFIED TO: PROPERTY OF WOODBURY ESTATES,INC.,GREAT NECK,N.Y.,SURVEYED DEPARTMENT OF BUILDINGS AND SUBDIVIDED BY PETER J.VANWEELE AND CO.,ISLIP,NEW YORK", AND FILED ON NOVEMBER 3,1958 AS MAP NO.2884. T OF IR�INTERNAL NREVENUE ESERVICE RY CINCINNATI OH 45999-0023 Date of this notice: 12-20-.2022 Employer Identification Number: 92-1406619 Form: SS-4 Number of this notice: CP 575 G 5415 SKUNK LANE LLC JOSEPH DAIDONE SOLE MBR 1 2ND ST For assistance you may call us at: LYNBROOK, NY 11563 1-800-829-4933 IF YOU WRITE, ATTACH-THE STUB AT THE END OF THIS NOTICE. WE ASSIGNED YOU AN EMPLOYER IDENTIFICATION NUMBER Thank you for applying for an Employer Identification Number (EIN) . We assigned you EIN 92-1406619. This EIN will identify you, your business accounts, tax returns, and documents, even if you have no employees. Please keep this notice in your permanent records. Taxpayers request an EIN for their business. Some taxpayers receive CP575 notices when another person has stolen their identity and are opening a business using their information. If you did not apply for this EIN, please contact us at the phone number or address listed on the top of this notice. When filing tax documents, making payments, or replying to any related correspondence, it is very important that you use your EIN and complete name and address exactly as shown above. Any variation may cause a delay in processing, result in incorrect information in your account, or even cause you to be assigned more than one EIN. If the information is not correct as shown above, please make the correction using the attached tear-off stub and return it to us. A limited liability company (LLC) .may file Form 8832, Entity Classification Election, and elect to be classified as an association taxable as a corporation. If the LLC is eligible to be treated as a corporation that meets certain tests and it will be electing S corporation status, it must timely file Form 2553, Election by a Small Business Corporation. The LLC will'be treated as a corporation as of the effective date of the S corporation election and does not need to file Form 8832. To obtain tax forms and publications, including those referenced in this notice, visit our Web site at www.irs.gov. If you do not have access to the Internet, call 1-800-829-3676 (TTY/TDD 1-800-829-4059) or visit your local IRS office. (IRS USE ONLY) 575G 12-20-2022 5415 0 9999999999 SS-4 IMPORTANT REMINDERS: * Keep a copy of this notice in your permanent records. This notice is issued only one time and the IRS will not be able to generate a duplicate copy for you. You may give a copy of this document to anyone asking for proof of your EIN. * Use this EIN and your name exactly as they appear at the top of this notice on all your federal tax forms. * Refer to this EIN on your tax-related .correspondence and documents. Provide future officers .of your organization with a copy of this notice. . Your name control associated with this EIN is 5415. You will need to provide this information along with your EIN, if you file your returns electronically. Safeguard your EIN by referring to Publication 4557, Safeguarding Taxpayer Data: A Guide for Your Business. You can get any of the forms or publications mentioned in this letter by visiting our website at www.irs.gov/forms-pubs or by calling 800-TAX-FORM (800-829-3676) . If you have questions about your EIN, you can contact us at the phone number or address listed at the top of this notice. If you write, please tear off the stub at the bottom of this notice and include it with your letter. Thank you for your cooperation. Keep this part for your records. CP 575 G (Rev. 7-2007) -----------------------------------------------7---------------------------------------------- Return this part with any correspondence so we may identify your account. Please CP 575 G correct any errors in your name or address. 9999999999 Your Telephone Number Best Time to Call DATE OF THIS NOTICE: 12-20-2022 ( ) - EMPLOYER IDENTIFICATION NUMBER: ' 92-•1406619 FORM: SS-4 NOBOD. INTERNAL REVENUE SERVICE 5415 SKUNK LANE LLC CINCINNATI OH 45999-0023 JOSEPH DAIDONE SOLE MBR 1 2ND' ST LYNBROOK, NY 11563 7 V DATE(MMIDD/YYYY) A�o CERTIFICATE OF LIABILITY INSURANCE 06/2112023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Consulting Insurance Agency NAME CT GINA ENGLEHARDT 1350 Deer Park Ave PHONE ,631-242-2422 FAX Suite 34 AC No: North Babylon NY 11703 AIL ADDRESS:Gina@Consultinginsagency.com INSURERS)AFFORDING COVERAGE NAIC# INSURER A:NORTHFIELD INSURANCE COMPANY 27987 INSURED JAMES PATRICK COMPANY INC INSURER B:PROGRESSIVE INSURANCE COMPANY 24260 450 FIRE ISLAND BABYI:ON NY 11702 INSURER C SUTTON SPECIALTY INSURANCE COMPANII 16848 BA02 INSURER D:NEW YORK STATE INSURANCE FUND 38776 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF INSURANCE AD OL SUER POLICY EFF POLICY EXP POLICY NUMBER MMIDD+YYY MM+DD LIMITS A ✓ COMMERCIAL GENERAL LIABILITY �I �/ WS 508194 a2/2212023 02/22/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE ✓�OCCUR PREMISES (RENTED 5O 00O 00 PREMISES(Ea occurrence)_ $ + + MED EXP Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 jE- LOC PRODUCTS- $1,000,000 POLICY ✓❑ ROTHER: $ B AUTOMOBILE LIABILITY LJ 03791289-1 b611112023 6/11/2024 {MBINEDj G LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED ✓ SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE ✓ AUTOS ONLY ✓ AUTOS ONLY (Per accident) $ C ✓ UMBRELLA LIAR OCCUR ✓ ✓ E 03000000 5-00 08/08/2022 08108/2023 1 EACH OCCURRENCE $5,000,000 EXCESS LIAR HCLAIMS-MADE I AGGREGATE $5,000,000 DIEDRETENTIONS $ D WORKERS COMPENSATION 25847633 02/0612023 02106/2024 PER Li OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANYPROPRIETORIPARTNERIEXECUTIVE � N f A E.L.EACH ACCIDENT $1,000,000 OFF ICERIMEMBEREXCLUDED? 1 000 000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ + + If es,describe under 1 000 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ + + I 071 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION 5415 SKUNK LANE LLC JOSEPH DAIDONE SOLE MEMBER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1 2ND STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN LYNBROOK,NY 11563 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Web software,www.FormsBoss.com;?Impressive Publishing 800.208-1977 Suffolk County Dept. of Labor, Licensing & Consumer Affairs HOME IMPROVEMENT LICENSE Name JAMES F KRILL Business Name ,Y James Patrick Company Inc certifies that the or is dulylicensed License , Number HI-65302 e County ofsuffotk Issued: 06/07/2021 iaUt/ Drago- Expires: 06/01 /2025 :ommissioner mayy€` [ 14 '�i '"3 } • 'may C s c • e IKZ k M • 9 9 FF t r i Generated by REScheck-Web Software ✓ Compliance Certificate Project DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE CUTCHOGUE NY 11935 Energy Code: 2018 IECC Location: Babylon, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5647 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5415 SKUNK LANE 5415 Skunk Lane LLC JEFF ZAHN CUTCHOGUE, NY 11935 5415 SKUNK LANE JEFF A.ZAHN AIA ARCHITECTS CUTCHOGUE, NY 11935 215 ROANOKE AVE 516-318-2095 RIVERHEAD, NY 11901 jdaidone3@msn.com 631-727-0544 JAZCAD@MSN.COM Compliance: Passes using UA trade-off Compliance: 10.6%Better Than Code Maximum UA: 331 Your UA: 296 Maximum SHGC: 0.40 Your SHGC: 0.26 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 FIRST FLOOR CEILING: Flat Ceiling or Scissor Truss 1,280 30.0 10.0 0.026 0.026 33 33 CEILING SECOND FLOOR: Flat Ceiling or Scissor Truss 612 30.0 10.0 0.026 0.026 16 16 FIRST FLOOR:Wood Frame, 16"D.C. 1,280 15.0 5.0 0.053 0.060 54 61 3068: Solid Door(under 50%glazing) 20 0.280 0.320 6 6 DOUBLE DOOR 5068:Glass Door(over 50%glazing) 17 0.280 0.320 5 5 SHGC:0.26 SIDELIGHTS: Glass Door(over 50%glazing) 8 0.280 0.320 2 3 SHGC: 0.26 SLIDER 6068: Glass Door(over 50%glazing) 19 0.280 0.320 5 6 SHGC: 0.26 SLIDER 6068: Glass Door(over 50%glazing) 19 0.280 0.320 5 6 SHGC: 0.26 TW3015-2:Vinyl Frame 10 0.280 0.320 3 3 SHGC: 0.26 3046-2:Vinyl Frame 20 0.280 0.320 6 6 SHGC: 0.26 3046-2:Vinyl Frame SHGC: 0.26 20 0.280 0.320 6 6 Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 1 of10 Data filename: Prop.Gross Area Cavity Cont. Prop. Perimeter 3046-2:Vinyl Frame 20 0.280 0,320 6 6 SHGC: 0.26 3046-2:Vinyl Frame 20 0.280 0.320 6 6 SHGC:0.26 3046-2:Vinyl Frame 20 0.280 0.320 6 6 SHGC: 0.26 3846-1:Vinyl Frame 20 0.280 0.320 6 6 SHGC: 0.26 DHP41046:Vinyl Frame 24 0.280 0.320 7 8 SHGC: 0.26 AN251:Vinyl Frame 4 0.280 0.320 1 1 SHGC: 0.26 TW3032:Vinyl Frame 7 0.280 0.320 2 2 SHGC: 0.26 AR2251:Vinyl Frame 6 0.280, 0.320 2 2 SHGC:0.26 SECOND FLOOR:Wood Frame, 16"o.c. 612 15.0 5.0 0.053 0.060 29 32 AN41:Vinyl Frame SHGC: 0.26 7 0.280 0.320 2 2 3046:Vinyl Frame- SHGC: 0.26 10 0.280 0.320 3 3 AN21:Vinyl Frame 10 0:280 0.320 3 3 SHGC:0.26 3046-2:Vinyl Frame 20 0.280 0.320 6 6 SHGC:0.26 3046-2:Vinyl Frame 20 0.280 0.320 6 6 SHGC: 0.26 AN41:Vinyl Frame 7 0.280 0.320 2 2 SHGC: 0.26 FIRST FLOOR:All-Wood joist/Truss 1,280 21.0 5.0 0.036 0.047 46 60 SECOND FLOOR:All-Wood joist/Truss 612 21.0 5.0 0.036 0.047 22 29 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory require e7ps-listl.in the REScheck Inspection Checklist. 11 JEFFA.ZAHN 06-14-2023 Name-Title Signature / Date �Rtn.ARC: Project Notes: DAIDONE RESIDENCE ADDITION AND ALTERATIONS Py 5415 SKUNK LANE CUTCHOGUE NY 11935 Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 2 of 10 Data filename: REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 92.0% 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 Requirement will be met. 103.2 i documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the pj :building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable ;construction documents. 103.1, !Construction drawings and ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 :energy code compliance for I [PR3]1 'lighting and mechanical systems. f❑Not Observable G !Systems serving multiple i❑Not Applicable ;dwelling units must demonstrate compliance with the IECC :Commercial Provisions. 302.11 `Heating and cooling equipment is; Heating: ; Heating: EComplies ;Requirement will be met. 403.7 Isized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 Ion loads calculated per i p Cooling: Cooling: :, Not Observable v M Manual J or other methods )approved by the code official. ; Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 3 of10 Data filename: section # Foundation Inspection Complies? Comments/Assumptions &Re .ID 303.2.1 A protective covering is installed to flComplies :Exception: Requirement is not applicable. [FO11]2 I protect exposed exterior insulation ElDoes Not and extends a minimum of 6 in. below jgrade. I❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12]2 installed. E Does Not 4 f I ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 4 of10 Data filename: Section Plans Verified Field Verified ## Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ISee the Envelope Assemblies 402.3.4 i :❑Does Not ;table for values. FRl1 i [ l ;❑Not Observable U :❑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, I 402.5 ; ;❑Not Observable [FR2]1 ;❑Not Applicable I 1 1 op I I 1 I I I 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance ❑Does Not ;with the NFRC test procedure or V ;taken from the default table. []Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier I ❑Complies :Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. l�J I ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ' !E]Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 I ;or has infiltration rates per NFRC '❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures ODoes Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. '�❑Not Observable ; J❑Not Applicable 403.3.1 ;Supply and return ducts in attics ;, = ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not V ;>=3 inches in diameter and >_ R-6 where<3 inches.Supply.and ❑Not Observable return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 i 1 :for<3 inches in diameter. ; 403.3.2 ;Ducts, air handlers and filter ❑Complies 'Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not u !joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code,as ❑Not Applicable applicable. ; , 1 403.3.5 Building cavities are not used as J❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not e' ❑Not Observable ❑Not Applicable 403.3.6(1, Ducts partially or completely ❑Complies Requirement will be met. 2) buried in ceiling insulation have ❑Does Not [FR26]3 ' an insulation R-value not less 9) ,than R-8,the sum of the ceiling ❑Not Observable insulation R-value against and ❑Not Applicable above the top of the duct,and against and below the bottom of ,the duct, is>=than R-19, excluding the R-value of the duct ? f insulation. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 5 of10 Data filename: Section Plans Verified Field Verified # Framing/Rough=ln,Inspection Value Value Complies? Comments/Assumptions &Re .ID 403.3.7- Ducts declared to be within the ❑Complies ;Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building ❑Not Observable thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section ; R403.3.6 and the air handler is ; located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by ` the duct system, or 3)the ceiling insulation R-value installed !! against and above the insulated t ; duct>=to the proposed ceiling ; insulation R-value, less the R- value of the insulation on the ; 403.4 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Requirement will be met. [FR17]2 I above 105°F or chilled fluids ;❑Does Not I below 55°F are insulated to aR- U 13 ; ; I❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not v J❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [FR18]2 aR-3. ;❑Does Not OJ ; ENot Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies !Requirement will be met. [FR19]2 installed on all outdoor air 1 ❑Does Not intakes and exhausts. 1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 6 of10 Data filename: Section Plans Verified Field Verified, # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. (IN13]2 for the installed R-values ❑Does Not provided. '8J I 1E1Not Observable ; J❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ; ❑ Steel ❑ Steel ❑Not Observable v ; ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.8 !manufacturer's instructions and []Does Not [IN2]1 ;in substantial contact with the ! J ;underside of the subfloor,or floor ❑Not Observable :framing cavity insulation is in ❑Not Applicable ;contact with the top side of ;sheathing,or continuous ; I insulation is installed on the I underside of floor framing and extends from the bottom to the !top of all perimeter floor framing members. 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 lh of the :1❑ Wood ❑ Wood ;❑Does Not I table for values. 402.2.6 ;wall insulation on the wall 1 [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass :[--]Not Observable l9 :requirement applies(FR10). ;❑ Steel i❑ Steel I❑Not Applicable ; I 1 1 303.2 ;Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not IE]Not_ Observable ; ❑Not Applicable Additional Comments/Assumptions: z 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 7 of10 Data filename: Section Plaris Verified Field Verified # Final lnspection•Provisions Value Complies? Comments/Assumptions &RegJl) , Value 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 1 ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, I ❑ Steel ❑ Steel :❑Not Observable 402.2.6 ; [FI1]l I ;❑Not Applicable 1 1 I i ; 1 I I I 1 I 1 I I 1 I 303.1.1.1,:Ceiling insulation installed per t�t f❑Complies 303.2 ;manufacturer's instructions. 1• j❑Does Not [FI211 :Blown insulation marked every 300 ft2. JE]Not Observable 1 ❑Not Applicable 402.2.3 Vented attics with air permeable -]Complies [FI22]2 insulation include baffle adjacent ❑Does Not ,to soffit and eave vents that Iextends over insulation. ❑Not Observable I❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies Requirement will be met. [FI311 :insulation ?R-value of the, ;❑Does Not :adjacent assembly. ;❑Not Observable ;❑Not Applicable 402.4.1.2 ;Blower door test.@ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 lach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 'Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 ;determine air leakage with ft2 ft2 ❑Does Not 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 I 1 I leakage measured with a I 1 I 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 ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or 1 ft2 ; ft2 ;❑Does Not <=3 cfm/100 ft2 without air I ❑Not Observable ' handler @ 25 Pa. For rough-in ; ; ; :tests,verification may need to ; ; ;❑Not Applicable ;occur during Framing Inspection. 1 1 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 !by manufacturer at<=2%of ❑Does Not :design air flow. ( . ❑Not Observable ❑Not Applicable 403.1.1 i Programmable thermostats ❑Complies ;Requirement will be met. [Fl9]2 i installed for control of primary I ❑Does Not ;heating and cooling systems and initially set by manufacturer to ❑Not Observable j code specifications. ❑Not Applicable 403.1.2 !Heat pump thermostat installed ]]Complies Requirement will be met. [FI10]2 Ion heat pumps. ;Does Not ❑Not Observable . ❑Not Applicable 403.5.1 Circulating service,hot water }❑Complies ;Requirement will be met. [FI11]2 systems have automatic or pDoes Not accessible manual controls. ; JE]Not Observable ' ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 8 of10 Data filename: Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 403.6.1 IAII mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 (fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy land air flow limits per Table ❑Not Observable 11403.6.1. IE]Not Applicable 403.2 ;Hot water boilers supplying heat 10complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable (temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [F128]2 i have a circulation pump.The ❑Does Not (system return pipe is a dedicated !i return pipe or a cold water supply ❑Not Observable I pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for 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 no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ❑Complies ;Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not M5. Controls automatically ❑Not Observable adjust the energy input to the `heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. I 403.5.2 t Demand recirculation water �❑Complies ;Requirement will be met. [F130]2 systems have controls that []Does Not manage operation of the pump and limit the temperature of the ❑Not Observable Ewater entering the cold water j ' ❑Not Applicable I piping to <= 1049F. 403.5.4 1 Drain water heat recovery units ;❑Complies :Requirement will be met. [F]31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable I recovery units< 3 psi for i ❑Not Applicable I individual units connected to one or two showers. Potable water- j side pressure loss of drain water I i heat recovery units< 2 psi for individual units connected to :three or more showers. 404.1 ;90%or more of permanent ?❑Complies ;Requirement will be met. [F16]1 Mixtures have high efficacy lamps.f j❑Does Not { ❑Not Observable ❑Not Applicable . 404.1.1 Fuel gas lighting systems have ❑Complies ;,Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not :O ❑Not Observable ❑Not,Applicable 401.3 Compliance certificate posted. ❑Complies :Requirement will be met. [F17]Z ❑Does Not []Not Observable �r ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 9 of10 Data filename: Section Plans Verified Field Verified # Final.Inspection Provisions Value Value ' Complies? Comments/Assumptions &Re .ID 303.3 = ,Manufacturer manuals for ❑Complies ;Requirement will be met. IFI18]3 mechanical and water heating ❑Does Not systems have been provided. j❑Not Observable 3❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DAIDONE RESIDENCE ADDITION AND ALTERATIONS 5415 SKUNK LANE Report date: 06/14/23 CUTCHOGUE NY 11935 Page 10 of10 Data filename: 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 26.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.26 Door 0.28 0.26 CoolingHeating & Heating System• Cooling System• Water Heater: Name• Date: Comments 6G� 44'-q" fi E N D l9 i n 1 u 61-Ou 6 1-4n CJ�Lr� Qo �Lr-.1LIL1 Qo�oL�10 d• f1 12-8 iq-8 1 46" 5ELF P 5T 4 F I"I I I V 6; N®T 5: ( QN@NI1 10 JAPE' 3 2'�� GLO51 NG FENCE - , GATE I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS -8" � � Ex. OUTDOOR ��g G30LaM0C3� GaM�`In3'�11��R� 2 OWER WATER FIR-LARGH 5TRUGTURAL GRADE NO.2 OR BETTER. A-3 A_3 0 DRAINS G3�dC G3G�I LQD9 G�lt'I � 00fl. ""� :�a SHOWER ' TO GROUND CU3510172s 71000 ° ° t:.�;r " p BODY 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. " THIGKNE55 OR AS NOTED. t (� �� 3. ALL P SUBFLOORIN5 TO BE APA RATED STUDD-I-FLOOR. MIRA E 05URE I. 3/ MIN. THICKNESS. ALL EDGES OF PLYWOOD TO N REF. REF. II'-I I" 3-10 - LA BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD W.I.G. O p 5UBFLOOR TO FLOOR JOISTS. `n BATH F r4 o ROOM 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH KITCHEN °cv SHWR \21 DOUBLE UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHT5. ALL Y •fi r '� HEADERS SHALL BE A MINIMUM OF 2 2X8 OR AS SHOWN ON , t� DRAWINGS. ' y 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8-O O.G. N PAVERED II �/8" TJI 56 I6'b PROVIDE 2 AIR SPACE FOR AIR GIRGULATION IN ROOFS. dJ PATIO frs-<.Y ji{ p� ^ (q. DOUBLE FRAMING AROUND OPEN ING5(skyIIghts,stoirs etc.) OR AS lBEDROOM 2 = NOTED ON DRAWINGS. PROPOSED ' o PERGOLA SEE N -7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS STAIRS PER 5EGTION AND OR AS NOTED ON DRAWINGS. 04-14-25 155UED FOR NYSBG ( ELEVATION ON OWNERS REVIEW A2 b. ALL FLUSH WOOD GONNEGTIONS SHALL BE FASTENED WITH 05D c� RATED GALVANIZED METAL GONNEC OWNER TORS BY "SIMPSON" OR 23 REVISED PER OWNER COMMENTS F-`31 APPROVED EQUAL. OI-50-24 ADDED OUTDOOR _ I HOWER "PANTRY 4-2„ ix cf. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4" O.G. a EXTERIOR EDGES AND 6D © 12" O.G. INTERMEDIATE. m IFT GO 10. ALL ROOF RAFTERS SHALL BE ATTAGHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE H� GONNEGTORS BY _ m _ ';� Ht "SIMPSON" OR APPROVED EQUAL. IL BATH 'n I _ II. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI ROOM o SERIES WOOD-I-BEAMS AND LVL PRODUGTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING 5TIFFENEP-5 INSTALLED AS PER MANUFAGTURER5 24" POCKET �� p " TYPE " " GYP I A RECOMMENDATIONS. WEB STIFFENERS SHALL BE REGIV AT ALL cv O "N I u, UNDE 5 LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL BEDROOM I = SD RIM JOIST SHALL BE REG V AT FLOOR PERIMETERS. HANDLING, (VAULTED) GO I STAIR R NYSBG STORAGE, AND ERECTION OF GOMPONENT5 SHALL BE AS PER r' MANUFAGTURERS RECOMMENDATIONS. I 12. ALL MULTIPLE LVL PRODUGTS TO HAVE 2 ROWS OF 1/2" PIA. 28'-3" - MAGHINE BOLTS ® 12" O.G. m I C CL 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. A-6 m� 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR CL ox I L BEAMS, SPAGING NOT TO EXGEED 8'. LANDING (2)2xb MR 2°x68 CIL 46 DHP41046 TW30 46----TW3046 (2) 2X8 HDR Uo N HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) TK0015 TKr3015 (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) TH3046 TH3046 COVERED PORCH p O 2 o X WOOD DECK A-3 SECOND FLOOR ATTACHMENT BETTER HEADER (2) 2X10 cv (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) —BETTER HEADER (2) 2XI0- BETTER HEADER (2) 2X10_ r_, O _ PT W/ " X W 5TL. PLT. _ PT I^V X q" STL. PLT. PT W/ " X q Z" STL. PLT. U — 32'-2" 'SIMPSON' HD08 'SIMPSON' HDQ8 \ W Q- 44'-q" \ 2-16D COMMON NAILS C9 6" O.C. NAILS 0 6" O.C. FOR FULL LENGTH ~ I— - \�_ O FOR FULL LENGTH OF STUD OF STUD BLOCKIN W < Z � U- ,q g BLOCKIN I 0 ENDWAL ii � =i� ::� � A-6 A-6 0 ENDWAL II nn// INT. FINISH NOTES I - a . TH AREA OF = O O 5 15 7 L O O F L A I � REG I VE()GOAT IOF PRIMER AND R(2) GOATS a °• 4 On O Q SHALL U•• °. Lu I MIN. OF INTERIOR LATEX PAINT BY SHERWIN — SCALE: 1/4" — 1'-011 ! •. ., WILLIAMS OR APPROVED EQUAL. (COLOR BY 'SIMPSON' HDQ8OWNER) OR ,. ° Q 2 - ALL GEILING 5URFAGE5 SHALL REGEIVE (1) 'SIMPSON' PHD6 7/8" DIA. THREADED ROD EMBEDDED n LAYER OF 112" GYP. BD. W/ (1) GOAT OF 12 1/2" INTO CONCRETE W/ 'SIMPSON' ET H O PRIMER, AND (2) GOATS OF SHERWIN WILLIAM5 (HIGH STRENGTH EPDXY ADHESIVE) & FOR NOTE: INTERIOR LATEX PAINT, DOLOR TO MATCH FIRST FLOOR ATTACHMENT o OL SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRG. CARBON MONOXIDE EXISTING. TEMPERATURES 10 DEG. TO 40 DEG F) USE i DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SEGTION ql5 OF THE 2020 3 - GONTRAGTOR SHALL PROVIDE $: INSTALL (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) [ NOTE: ALL STANDING AND RUNNING TRIM. PRIME d: 1 PAINT SHERWIN WILLAIM5 SEMI-GLOSS FINISH 63 o0 WINDOWS TO GONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE n ! (COLOR BY OWNER). ALL STRAPPING, ANCHORS, HOLD DOWNS, O 4 - GOORDINATE FINISH OF ALL DOORS WITH & ADHESIVES TO BE INSTALLED AS PER o OWNER. MANUFACTURES SPECIFICATIONS. 5 - GOORDINATE FINISHES FOR ALL GOVER a v PLATES WITH OWNER 6 - COORDINATE FINAL FLOOR FINISHES WITH O L O 1 N C O I F � I O i 1 OPENINC BEARING,SIZE LOG�TION HEADER SIZE MINIMUM BEARING, '�`I pG30JC�C�4#o 23-010 LE55 THAN 4 FEET EXTERIOR WALL (2) 2x8 SINGLE JACK, AND KING STUDS 2 SCALE: 1/4" = 1'-0" 4 FEET TO 6 FEET EXTERIOR WALL (2) 2x10 DOUBLE JACK, AND KING STUDS @IFP) G lEs PROJECTS 23-010 OVER 6 FEET EXTERIOR WALL SEE PLAN SEE PLAN :ESS THAN 4 FEET INTERIOR WALL (2) 2x& SINGLE JAGK, AND KING STUDS 4 FEET TO 6 FEET INTERIOR WALL (2) 2x10 DOUBLE JAGK, AND KING STUDS OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAN `a aCi�4 a0oa 5 of 8 I. ALL FOOTINGS SHALL REST ON UNDISTURBED 501L OF 2 T5F 44'-1" BEARING CAPACITY, SUBJECT TO CONTROLLED INSPECTION. t n 22 �7�(L�M /� u NJ�LrLr� Lr.1. LSL;Qmimo /_.".1o�oL"-.10 12-479! 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE L%m@Nu41M4 IN PLACE, PUMP A5 REQUIRED. 5. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO 2�9 12@L%KOO[ALE L%W19G]r tUR r— — -- — —� NEw&" GONG GMU FOUNDATION WALL I MORE THAN 50 FEET APART AND NO LE55 THAN 4'- 0" FROM ANY nowlEG3G[imDg w #4 REBAR @ 32" O.G. FILL CELLS SOLID PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH r WITH NON SHRINK NON METALLIC &ROUT WITH (5��1 o C12517oOa��} a" x I-4 FOOTING lYP. CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS. - - — — — — — — 4 5LAE35 ON HOD (MAX. WIDTH L BEBYAINFINITE B LENGTH)Y STRIP LAGII NO 0 HITHCONTROL — — ✓ JOINTS (SAW GUT) MAX. 50'- 0" O.G.; CONSTRUCTION JOINTS SHALL NEW(2) 2XIO GIRDER ( BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF le UNEXGAVATED I PLACEMENT.- �A IZ #5 DOWEL IN TO WALL (��' u� &ROUT WITH EPDXY (TYP) I I I �®I V C `� N 0 7 5: 'fit^ NEW 3 " 5TL COLUMN I I. ALL CONCRETE WORK SHALL CONFORM TO AGI 501 GQ; ® ATOP OF 30" x 30" X 12" CONCRETE SLABS SHALL BE 3500 PSI STONE CONCRETE; ALL FOOTING TYP. FOR 10 EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. (E) OIL TANK Q oU I ry SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. . E a :l „? I 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE = ,"� 5160 NEw b" GONG GMU J I INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM FOUNDATION WALL " w #4 REBAR 32" O.G. FILL (®� (® I I A-615 GRADE . STAIRS PER CELLS SOLID WITH NON lz x (E) ixb C71F NYSBG I SHRINK NON METALLIC &ROUT '� — — 3. TEMPERATURE REINFORCEMENT, SPLIGE5, SUPPORTS FOR 0 TYP. 1 L J I REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 40 (E—)6 IRDER d? DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- O I I I CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMET p EX GONG SCREED TO ERS UNLESS . . z REMAIN OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL 04-14-25 ISSUED FOR BE IN ACCORDANCE WITH AGI SP 66. (a&) Lxe OWNERS REVIEW a I / H. 5. PROVIDE TWO #6 ALL 51DES FOR OPENINGS IN CONCRETE 06-20-25 REVISED PER u ( ® l ® ( ® x = WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND OWNER COMMENTS lz x I I _✓_ _ ( OPENING; HOOK ENDS. 04-15-24 REVISED PER Qj 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR FIELD CONDITIONS L L MECHANICAL TRADES. OPENINGS SHALL BE PLACED SO AS NOT (E) 3x6 6> ER I TO AFFECT THE STRENGTH OF STRUGTURAL MEMBERS. — —o — — — I (El!!GIRD R � � I I L l I � I 7. BEFORE PLACING CONCRETE, CONTRACTOR SHALL SUBMIT FOR DRAIN TO ( n I_ —J L_ REVIEW A COMPLETE SEQUENCE OF PLACING SCHEDULE. FLO-WELL I INFILL OPENING WITH EX. GHIMNY `? INDICATING ALL CONSTRUCTION JOINTS TIME SCHEDULE, AND DRYWELL I I I v MASONRY PROVIDE TO REMAIN I ° I GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. WATER PROOFING ® (E) CRAWL cn lz ft oSD 7**T'of=lCAL F®UN A7 i ®N N07 5 : END./ ETC.: W�EATER I(— I— F -1 F 7 10" THICK P.G. FND. WALL w/TYP. ANCHOR BOLTS, ON CONTINUOUS 16"w. (E) 3x6 GIRD R 0— (E) 3x6 GIRDER --a-- e — o- (E) 6 61�PDER I x 5"d. P.G. FOOTING; TO A MIN. DEPTH OF 36" BELOW GRADE - ON J O. L J L J I L J ` J O ` J CAPACITY. REBARN 2-#5 BARS, EA ORANULAR . HAY 36"10 OGNGONT CONTINUOUS AT -� N I I � NEW 5/b" FIRE RATED I � I TOP 4 BOTTOM OF WALL AND/OR IN FTC. w/ MIN. 3" COVER. z I GYP BOARD ON GEILING OVER EX. MECHANICAL u I SILL/TYP. ANCHOR BOLTS: EQUIP. MIN. 100 SF lz x I I N 2-2'x 6 (or 1-2x6 MIN.) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL — I` �QxX NEW(2) 2XIO 61RDEF 7 ( PLATE, (PROV. TYP. SILL/WALL TIES, WHERE REQ'D.) OVER TERMITE w I SHIELD AND SILL SEALER w/ 5/e"dia. ANGHOR BOLTS (I"MIN. EMBEDMENT I AND 3"SQUARE WASHERS) @ 36"o.c. 4 28"o.c. WITHIN a FT. OF GORNER5 AND 12" MAX. FROM EAGH END OF SILL PIECE. COORDINATE PLACEMENT w/HOLD-DOWN BOLTS, AS REQ'D. TO GONNEGT TO (E) �RAwL NEW 2" GONG.SCREED - 5HEARWALL STUD BRACKETS. (SEE DETAILS). TO REMAIN (2) 2x6 FJ® I6 O.G. SILL/WE'.LL TIES: I �) G�`� cn REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE SIMPSON G520, _ _ (20 Gage), 1 1/4" STEEL STRAP TIES @ 16"oc (AT EA. STUD w/MIN. 8- ad —(E) 3x6 61RDER— NAILS, EA. END) WRAPPED UNDER UP INSIDE FACE OF SILL, GUT TO L LENGTH AS REQ'D. (SEE DETAIL) 2"Xa" LEDGER BRD. w/ NEw 8" GONG GMU FOUNDATION WALL 1/2" x 4" LAG SGREH I w #4 REBAR @ 52" O.G. FILL CELLS HOLD-DOWN BOLT: �? INTO EX15TINO RIM JOIST SOLID WITH NON SHRINK NON METALLIC, SIMILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REOV. TO ® 16" O.G. 5TAGGERED GROUT WITH a" x I'-4" FOOTING TYP. - ANCHOR 5HEARWALL SEGMENTS. (SEE STNO. DETAILS). CONTRACTORS �_z 16'-I" m MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GON5T.) TO � INSURE ALIGNMENT OF BOLTS 6 STUD BRAGKETS. OPTION: (INSTEAD ` Cl OF HD2A's $ BOLTS): USE STRAP TIE HOLDOWN, 51MP50N STHDIO �1 xxx EMBEDED IN FND. WALL $ EXTENDED UP OUTSIDE FAGE OF WALL AS REOV. [SEE FLOOR PLAN FOR 5HEARWALL SEGMENT51. W O GONGRETE: (,ALL GONGRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) STRENGTH OF 5000 PSI, EXCEPT USE 5500 PSI, FOR ALL EXTERIOR m USES; INGLUDING GARAGE SLAB, ETC. �►. 44-q SHEARW/-�LL SEGMENTS: �1 7- �_ MPROVIDE E CORNERSLLS PEP, CODE; 2 AT ALL ET BE WEE SEGMENTS. STANDARD E I GMENT:: MAXIMUM OF 25 Y2" PLYWOOD, EXTERIOR 4 14:2" G.W.B. INTERIOR, 4' WIDE x HT. OF WALL (8' MIN.) NAILED TO C/) v Z WALL STUDS 9 16"oc, w/ DBL. 5TUO5 AT EDGES. USE ad NAILS @ 6"oc AT �T� EDGE5 $ 12"oc IN FIELD. ANCHOR EACH 5EGMENT TO FOUNDATION w/ 51MP50N ^ Z W a HOLD-DOWN BRAGKETS B %" BOLTS AS REOV. - INSTALL ALL HARDWARE AS iD PER MFR. 5PEG5. [5EE ALSO, TYP. HOLD-DOWN BOLT NOTE 4 STANDARD v IU NOTE: ® ®� AR I SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRG. CARBON MONOXIDE DETAILS] �#�T� Q I I �l DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION QI5 OF THE 2020 F�i NOTE: WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE O O �-"-I Q 2x12 PT RAFTERS @ 16" O.G. O 2x12 PT RAFTERS I6" O.G. PAINTED WHITE 0 C- PAINTED WHITECN CL nn// O l.ir (3) 2X12 PT&IRDER (3) 2XI2 PT GIRDER (3) 2XI2 PT GIRDER EX. 8" POURED CONCRETEDo 11 FOUNDATION WALL TO m P 6X6 PT POST bX6 PT POSTB44®EA P05T REMAIN @GI 12" WOOD COLUMNS TO 12" WOOD COLUMNS TO NEw 8" POURED CONCRETE BE WHITE TYP. BE WHITE TYP. d ~ " FOUNDATION WALL TO lJl — REMAIN EX. 2"x6" OR 2"x4" WD pG30dCC�4#o `t FRAMED WALLS ® 16" O.G. w/ 23-010 1/2" G.W.B. EA. SIDE TO REMAIN I L��r�� f E�' @110 K IM.- PROJECTS 23-010 NEW 2"x4" WD FRAMED 1 WALLS @ 16" O.G. WI/2" BG5 Post Gap G.W.B. EA. 51DE OSp SMOKE DETECTOR �WL;�IVVOLN�7t°o I I I I I CO GARBON MONOXIDE DETECTOR F EXHAUST FAN MIN '75 GFM 14'-6" 16-4 • APR 5 F�E�R6�0�1_A�E%—�El/�A 7�1 O�N�5 Area Front Side Both Sides Rear \ s uare feet Lot Coverage (feet) (feet) (feet) (feet) JUN 2 0 2023 ( q ) ( 200,000 to 5r'c 60 6o 100 / \ 399=999 120,000 to 1004, 6o 3o 60 r r �UL_ LTI 80,000 t0 I I9'agg 2C'SCJ 00 20 45 75 . i'I „ G3�MGG3[n]CLaDD o00 fl 6o,000 to 79,999 2U;6 15 20 J1 75L7 TW n15 � `7 0 000 to c C 20 n o 20 40 6t a - - - - - __ -- -- -- - - -- _— - i_�l 20,000 toc;nc��, 20°�j 40 15 35 So - - - C hr, c�JLSQL�° I� � � I �� - - - - - T -,1 ttc d TI, 1 - - - - -- -- IIy- Lessq - ,�1C,;� aY 'than 20,000 20?S 10 2° 3� t -- - -_=_ --= —_-._ - !1 I LJ ' ( —_-- _— -- _=----- - -- '� ._T _ _�_ IN onconformin.glo-s ��:ith primary and secori:_lary from yards sliall be req�_11red to nieet the folloL�'ring: �d.1 �' - �' I( 1 ��- ,.`t� ^ r � � l .I I it :I L it `1�1 JI DO NOT PROCEED WIT C 1 a Area I, -.�, r FRAMING I x UNTIL SURV OF AM NDATION,LOCATI3 ! ' s uare feet Prima Front Yard Seconds Front Yard Side Yard �,F_ , _ Ca ) � � . y i r.,r� r� ^� rl I -T� � HAS BEEfJ�:APPROVEb Less than 20,000 4�) 20 1t7 _ ` III I� Ir WI 115 W O75 II IL 24 000 toJLU o 1 7,999 I ` _ � z Imo_ -_- 1L II PLUMBING, Ni I LI 1 'ALL PLUMBING VA 5tE•T _ [�T f_ -TL � &WATER LINES NEED \ I ! TI TW3046TW306 1HP4o45 VONG EFORE C A. , IJI II �L 1l 11! C _ _ �T. I`� 7�\l` 1I �C \ I �L� � JIB._ J� I ;i IL J,1 ,�II '''I� ° ( -I 1[ ,i II .l :.\_ I7_ J _I' _ 1 IIJI-i )i J( �Y,. II-1 G. I �' l-'- �! i J 11 ,�J �__�_. I _ ._� _ II_�.I'._,-�.I ..I ULL I. T II _ ]� )Ll�_ ,.� J J 04-14-23 ISSUED FOR STOfi�M Dfi' 11� Cc G LG : � � I , Ii 1J II �� OWNERS REVIEW I. RUNOFF COEFFICIENTS: A�F�HUIVED AS NOTED O -20-23 REVISED PER PAVEMENT = 1.00 OWNER COMMENTS ROOF = 1.00 DATE: B.P.# LANDSCAPE= 020 DEPARTMENT COMPLY aLAwN FEE: NOTIFYBUIL ING DEPARTMENT AT Y WITH AL .ODES OF 2. PROVIDE STOR,4GE FOR 2" RAINFALL =.Ib7 ROOF DRAINAGE CALCULATIONS: 765-1802 8 AM TO 4 PM FOR THE NEW YORK STATE & WN CODES FOLLOWING INSPECTIONS: AS REQUIRED AND C DITIONS OF I. ROOF AT HOUSE DRAINAGE AREA (LP : I?72 S.F. ROOF x .I67 xi = 2q6 1. FOUNDATION - TWO REQUIRED 2. ROOF AT GARAGE DRAINAGE AREA (LP) FOR POURED CONCRETE S �!.D 0 JN PLA , NG BOARD 315 S.F. ROOF x .Ib'i x I = ROUGH - FRAMING & PLUMBING 3. DRIVEWAY 4 CONCRETE AREA 112 - INSULATION Ibgb SF PAVING x .167 x I = 283 4. FINAL - CONSTRUCTION MUST JSTEES BE COMPLETE FOR C.O. 4. LANDSCAPE AREA (LP): ALL CONSTRUCTICN SHALL MEET THE 13654 SF LANDSCAPING x .Ib REQUIREMENTS OF THE CODES OF NEW � X 2 45b= TOTAL = lOaB PORK STATE. NOT RESPONSIBLE FOR USE (3) 12 ' VIA. x 4' DEEP STORM POOL DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY 0 w/OPEN GRATE. 403b x 3 = 1,210.& USE IS UNLAW ' L DAIDONE RESIDENPUE WITHOIUT CERT F ICA I L OF OCCUPANC RETAIN O THE EXISTING 1000 �Ir PURSUANTTO MAPTER 236 GAL SEPTIC SYSTEM INSTALLED IN 2010 ADDITION AND AliTERATIONS OF THE TOWN G DE. \ PERMIT NUMBER 442,5 R 1,1AS W �\ INSPECTED AND CERTIFIED To MEET j PLUMBER CER TIF10A TION THE REau i REMErdTS N 82°00'10"E 250.00' ON LEAD CONTENT BEF RE N 82000'10"E FOR THE ExISTIr�G 3 5415 PROPOSED O 22.00' 1 x BEDROOMS ADDITION 4.7 5F ``'WN CERTIFICATE OF OCCUPAN w I Q o \\ RE5IDENCE LAWNF, L1.2'N 1//NYL FENCE o,a'N SOLDER USED,IN WATER 1 ° `'f' _ — --- I SUPPLY SYSTEM CANNOT I o N \AS HALT OR/t�EGYAY Q W 2.9'S 20.07' I t 1 EXCEED 2/10 OF 1% LEAD. W NQ - -- --I- \ - — W W 11 > A.4�HAL T�R/I/F2WfI Y�12(V UHI ° ° l ° 5 O 1 z O // FRAME v - - 0-/GARAGES �--- W N 1 06: S \ 34.a2'/ �4.00' �� / / ELECTRICAL >� Q \ `a INSPECTION REQUIRED W m in 1 - o - zo.or o nn// IT I Q STTOP 20 SF — c� I _ v - �'� LP� 76'/ ,,, g 14.36' , a_oz' PROPOSED W W a) ADD I T I O r d 6.12 SF \ FRAME LIGHTHOUSE Q o Q O u1 CELLAR \ 12 1 ON CONCRETE BASE TRUSS PLACrRD:RC R�QU;I:, D Q ? ° I ' �' (�� LAW P • , PROPOSED GONG r^ DOOR v J z � rn o o� M� , , ALL _ 1L1 pp o m to ':: ( �1 4*Cr ^I STOOP 20 SF / o " Y ► r �' O I J C7 , CHIMNEY w cn o o 35.0' L O ,I o z / LAWN ?r �, - f- LP 3.42' F- CONCRET O4 o w z FRONT `� -PAiE�trEN 124 \ FRON - �, �t O i zo W � tn p W YARD PROPOSED �s�r O YARD 3 m M I1 e O r+ � � I � SETi�AGK � °° � � ET�AGK `� O C Z N � 1 � COVERED � � � . � . � ,� �, m� n o O I PORCH 225 SF ti �,> PROPOSED N P* ^ Z I- �ZO - --- - 'WW 33.92�✓ — PERGOLA 237 SF — '� �� n O v ~ LU z N b W (Y � 14 C 1 -49.5'—-- U Blowier door Q —————1 —— and ductwork QLU o �� I 4.6'5 EDGE OF ASPHALT DRIV WAY 75 STORY ADDITION 2 2 2'S 4.$'S C) LU S 82. 0010 W I GARAGE 1"JillSt roVide I�Ianuals o PROPOSED 612 5 \\� P testing required. 12.00 ASPHALT DRIVEWAY FRONTio�l S 82000'10"W 250.00' D,J and S as per �- ADDI PORCH 55 SF I N� I ,� � Energy Code � � � FIRST FLOOR ALTERATIONS 1280 5F � FIRST FLOOR ALTERATIONS 12�0 SF o � m COVERED PORCH 225 SF COVEP.ED PORCH 225 SF DWG INITIAL LATEST ISSUANCE FRONT ADDITION 55 SF FRONT ADDITION 55 SF NO, DRAWING TITLE ISSUANCE REVISION NO. � DATE a �' REAR ADDITION 1 6.12 SF REAR ADDITION 1 6.12 SF T-1 TITLE SHEET 04-24-25 1 06-15-25 REAR ADDITION 2 4.7 SF REAR ADDITION 2 4.7 SF EX-I EXISTING FLOOR PLANS O4-24-23 23-010 SECOND STORY ADDITION 2 612 SF SECOND STORY ADDIT'ON 2_ 612 SF pQ��#0 wro�) PROPOSED PERGOLA 237 SF PROPOSED PERGOLA 257 SF A-I SCHEDULES, NOTES 4 DETAILS O4-24-25 (5� REAR GONG STOOP 1 20 SF REAR GONG STOOP 1 20 SF A-2 PROPOSED CELLAR PLAN 04-24-23 REAR C ONG. STOOP 2 20 SF REAR GOP�G. STOOP 2 20 5F M10 PROJECTS 23-0I0 PROPOSED CELLAR STAIRS 35 SF PROPOSED CELLAR STAIRS E35 SF A-3 PROPOSED FIRST FLOOR PLAN 04-24-25 SIT GARAGE 565 SF A-4 PROPOSED SECOND FLOOR AND PROPOSED ROOF PLAN 04-24-23 TOTAL ADDITION 8 ALTEPATIO N 2,4g5 SF LIGHTHOUSE BASE �q 5F DG3LQ�It �GrIC�#o TOTAL LOT AREA 2,5qq SF A-5 PROPOSED ELEVATIONS O4-24-25 LOT AREA 17512 5F A-6 PROPOSED SECTIONS O4-24-25 PERCENTAGE LOT COVERAGE 16.590 A--7PROPOSED SKY PLANE DRAWING I 06-15-23 INFORMATION PROVIDED BY OTHER5 FOR REFERENCE ONLY. 5EE 516NED AND 5EALED SURVEY A or lighting k �d,replaced or 0 V 20' 40' - o 1 i.r-erl shall conform �o Chapter 172 of the Town Cody �G{JCC4 [�]OO oo I of 8 44'-a" ' 12'-V" 19'-511 12'-4" dC L�f GQ° z�LaG[]M9 ma. 0 �t _/� �� G3OOGQf�'lOO G3G LQbC�L�'M� Li noMCF-G3Cz1uLQDD g 6�3�0�1��7o0�a a 4 �.n_� d) BEDROOM 3 4{ �� • C-,� , "� , ? KITCHENf l N m m 04-14-23 ISSUED FOR 0 WCE OWNERS REVIEW 06-20-23 REVISED PER Li PWDR ROOM OWNER COMMENTS SHWR/TUB 0 i WC v— BATH LIVING ROOM BEDROOM 2 ROOM N BEDROOM I oi- FRAM I N OTF-5: I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH STRUGTURAL GRADE NO.2 OR BETTER. Z 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8" MIN. J THIGKNE55 OR AS NOTED. LL 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. O �I EXPOSURE I. LI MIN. THIGKNE55. ALL NAIL L PLYWOOD TO X . � I 5 7 L®® FLAN. w O O I I � BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD 2 SUBFLOOR TO FLOOR JOISTS. SCALE: 1/4" = 1'-0" Lo 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH W W DOUBLE UPRIGHTS, a'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL _1T HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON Lu < LL DRAWINGS. _j v Z Q 5. SOLID BLOGKING SHALL BE PROVIDED FOR ALL JOISTS AND < 7— uj z FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0" O.G. PROVIDE 2" AIR SPAGE FOR AIR GIRGULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS(skyIIghts,stairs etc.) OR AS NOTED ON DRAWINGS. O 7 `W � Q O v. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS — < OR AS NOTED ON DRAWINGS. H CD 8. ALL FLUSH WOOD GONNEGTIONS SHALL BE FASTENED WITH Z RATED GALVANIZED METAL GONNEGTORS BY "SIMPSON" OR Q >— �- APPROVED EQUAL. < X a. PLYWOOD SHEATHING TO BE NAILED WITH 80 © 4" O.G. UJI EXTERIOR EDGES AND 60 @ 12" O.G. INTERMEDIATE. m 10. ALL ROOF RAFTERS SHALL BE ATTAGHED TO THE PLATE AND C STUD WITH GALVANIZED HURRIGANE TYPE H7 GONNEGTORS BY a "SIMPSON" OR APPROVED EQUAL. 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI pG3OO 23-010 SERIES WOOD-I-BEAMS AND LVL PRODUGTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFAGTURERS PROJECTS 25-010 RECOMMENDATIONS. WEB STIFFENERS SHALL BE REG2'D AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL RIM JOIST SHALL BE REOV AT FLOOR PERIMETERS. HANDLING, STORAGE, AND EREGTION OF GOMPONENTS SHALL BE AS PER MANUFAGIURERS REGOMMENDATIONS. 12. ALL MULTIPLE LVL PRODUGTS TO HAVE 2 ROWS OF 1/2" DIA. _ MACHINE BOLTS @ 12" O.G. /f 15. PROVIDE FIRESTOPPINS AT ALL LEVEL PENETRATIONS. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPACING NOT TO EXGEED 8'. �G[IC C 4 a0°o 2 Of 8 TABLE 3.1 FASTENER SCHEDULE FOR 57UCTURAL MEMBERS _ NUMBER AND TYPE OF I NO Tt a SIMPSON LSTA 30-00A. JOINT DESCRIPTION FASTENER NAIL SPACING ROOF FRAMING 2" x 8" RR 16" O.G. RIDGE STRAPS AT EA. T Plate Toe-nalled 3-8d er rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUOLA5 FIR-LARGH RAFTER. Rafter to 0 410- Gellinci Joist to Top Plate Toe-nailed 3-bd l2er Joist STRUCTURAL GRADE NO. 2 OR BETTER. TYP. ROOFING OR Gellincl Joist to Parallel Rafter Face-nailed 4-16d each lap 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Gellincl Joist Las over Partitions (Face-nailed 4-I6d each la 3. ALL 5HEATHINO TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. I" MIN. AIR SPACE Collar Tie to Rafter Face-nailed 4-8d er tie PERIMETER PANELS AT EDGE OF ROOF & WALL CORNERS TO BE NAILED ® 4 O.G. 2"x4" COLLAR TIES AT Blockin to Rafter Toe-nailed) 2-&d each end ABOVE INSUL. ALONG EDGES � 6" O.G. !N FIELD W/ SOLID BLKO. UNDER ALL SEAMS. 16" O.G. _'" DOWN Rim Board to Rafter (End-nailed) .2-16d each end 4. USE 50LID BLOGKIN6 OR X- BRAGINO BETWEEN ALL JOISTS ® 5'-0" MAX. 5PAGIN6. BETWEEN RIDGE AND WALL FRAMIN6 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS $ PARALLEL PARTITIONS. GEILINO JOISTS. Q° 2 amm q QaQ° To Plate to To Plate Face-nailed 2-I6d per foot 6. ALL FLUSH HID. CONNECTIONS TO BE FASTENED W/ RATED OALV. METAL To Plate at Intersections Toe-nailed 4-I6d Joints - each side CONNECTORS BY 51MP50N (OR EQUAL). Stud to Stud Foce:� I I6d 24" o.c. Header to Header (Face-nalled) 2-I6d I I6" o.c. along edcle5 > + + } + Zf] G �Ge G��a� Gle�ICG�IMC To or Bottom Plate to Stud End-nailed) 2-I6d per 2x4 stud I I LAO BOLT NAILER W/ (2) G30M000i1CGQD [�nl� g0� 3-I6d er 2x6 stud I "� I `� 3/8"4� x 4 I/2" BOLTS � 32" O.G. 9 63�oa��7o0�44 4-Ibd per 2x8 stud Bottom Plate to Floor Joist,Band olst, End olst or Blockin Face-nalledT 2_16d 12or foot HINDOH5/5L.GL.DOOR5 A5 MANUF.BY MARVIN, INTEGRITY W/IN5UL.GLASS, IMPACT TYP. EXT. TEGO EA. R.R. TO 2"x8" NAILER FLOOR FRAMING RE515TANT 4 DESIGN PRESSURE RATED AS REQb BY GORE OR USE: STRUCTURAL PANELS FOR WALL (2"x4" MIL O Joist to Sill, Top Plate or Girder Toe-nalled) 4-bd per Joist STORM PROTECTION- IN ATTIC Brld in to Joist Toe-nalled 2-bd each end PROVIDE PRECUT,PREDRILLED PLYWOOD,7/I6"THICK. INCLUDE ATTACHMENT f3lockinq to Joist Toe-nailed) 2-5d each end HARDWARE: 2 1/2"NO.5 HD. 5GREH5® 16"O.G.F/5PAN5 UP TO(9 FEET,AND® SPAGES) Blocking to Sill or Top Plate Toe-nailed) -I each block 12 O.G.F/5PAN5 BETWEEN 6 4 S FEET. B A� Led per Strip to Beam (Face-nailed) 3-16d each Joist i, r�,• Joist on Ledcler to Beam (Toe-nailed) 3-8d per Joist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS.REVIEW OPTIONS WITH OWNER. !,:�" �� • �,'. ��" Band Joist to Joist (End-nailed) 3-I6d per Joist Band Joist to 5111 or Top Plate Toe-nailed 2-I6d Iper Joist r' OPTION: PROV. 1"x4"PICTURE-FRAME TRIM(ALUM.GLAD)TO ATTACH 5TRUCT. PANELS.PREDRILL HOLES ROOF SHEATHIN6 �j F/HARDWARE,PROV.PLA5TIG IN5ERT5 TO PROTECT FROM WEATHER,ETC.(VERIFY DETAIL5) Structural Panels 15d 5" edge, /6" field Diagonal Board Sheathingf I"xb" or I"x8" 2-8d or support MAINTAIN I I"xl0" or wider 3-8d per support CLEAR \ �_ s0 FOR VENTILATION. �'°• CEILING SHEATHING ,,�• --...._ G sum Wallboard 5d coolers -1" ed e / 10" field NOTCH RR F/ -Z", WALL SHEATHING D I �! I _ :4 SHEATHING TEGO �P,P Structural Panels 5d 6" ed e / 12" field �� EA. JST. 2- SIMPSON "H2" Fiberboard Panels AMERIGAN FORE5T AND PAPER A550CIATION (A�PA) WOOD FRAME CONNECTORS ® 16" O.G. -1/16" bd 3" ed e / 6" field (ONE EACH SIDE)25/32" &d 3" edcle / 6" field GON5TRUGTION MANUAL FOR ONE AND TWO- FAMILY DWELLING5. (200I EDITION) 2"x6" 6 sum Wallboard 5d coolers 7" ed e / 10" field R-30 INSUL. G.J. 04-14-25 ISSUED FOR Hardboard 8d 6" ed e / 12" field Particleboard Panels bd 6" edge / 12" field OWNERS REVIEW Oloclonal Board 51heathinci OROUND SNOW LOAD 20 P5F I"xb" or I"x8" 2-8d per support TYP. ROOF. TIES: ! 06-20-25 REVISED PER I"xlO" or wider 3_5d per support WIND 5PEEa:50VII14 .D 130 MPH (3 SECOND OUST) SIMPSON "W" I'_4:: I OWNER GOMMENTS FLOOR SHEATHING WIND EXPOSURE GATEOORY B ( SUBURBAN, SEMI-WOODED) CONNECTORS @ 16" O.G. I U.N.O. p X4 Structural Panels SEISMIC DE51ON GATEOORY C I" or less 8d 6" ed e / 12" field greater than I" IOd 6" ed e / 6" field WEATHERINO AREA SEVERE Diagonal Board Sheathin per support IGE SHIELD YES "xb" or 1"x8" - p ppor xl0 or wider 3-&d per support FR05T LINE DEPTH 3'-O" U.N.O. ROOF SHINGLES I TERMITE AREA MODERATE TO HEAVY Asphalt roof shingles Galy. sti., min. 12 ga. shank w/ a min. 3/b" dla. head. fastener shall penetrate DECAY AREA SLIGHT TO MODERATE through the roofing materials and a min. of 3/4' into roof sheathing and shall roofinq manufacturer and provide no less than 4 fasteners l2er strip shinple. WINTER DE51ON TEMP II Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing is nalled 3" on center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates shall be used to maintain the load path. � � y , �� a I��I 2Nalling requirements are based on wall sheathing nailed b" on center at the panel edge. If wall sheathing Is nailed 3" on center at the panel edge to obtain higher shear capacitles,nailing requirements for structural members shall be doubled, or alternate connectors,such as shear plates shall be used to maintain the load path. DOUBLE TOP PLATE R308 Glazing at hazardous locations shall have glazing protection in conformance with r308. In general, glazing In all doors and fixed side panels, Glazings less than 60" above surfaces of tubs showers, etc. blazing within 24" arc of doors in closed position with sills less than 60" NOTE: ALL GON5TRUGTION WORK SHALL 3E DONE IN AGGORDANGE WITH THE above floor. Olazings over cl square feet and less than 15" above finished floor. Glazing near REQUIREMENTS OF THE TOWN OF SOUTHOLD AND THE FOLLOWINO: stairways/landings. See complete text of R30b.4. Olazing for specifics on locations and HEADER exceptions. THIS APPLIGATION/ PROJEGT WILL CONFORM TO THE 2020 RESIDENTIAL R505.6 Skylights and sloped glazing shall comply with this section and have fully tempered p z FULL HEIGHT CODE OF NEW YORK STATE glazing• ! STUD ENGINEERED STRUGTUR.AL COMPONENTS AS PER ASGE 7-10 R3oq Garage opening protection and separation required to be as noted and in conformance with R30ci. Garage floor surfaces shall be sloped to facilitate the movement of liquids to drain > 1-4" x 18 GAUGE HEADER TO STUD: BY SIMPSON CODE GOMPLIANGE: toward the main vehicle entry doorway. JACK STUD THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW STEEL GOLIED LSTA21 CONNECTOR W/ l6-IOD YORK STATE. ALL DETAILS AND INFORMATION HEREIN IS CERTIFIED BY THE R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of TYP. FLOOR 1 STRAP NO. G50 FASTENERS LISTED DE51ON PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWINO: 53 square feet. 24" minimum clear opening height, 20" minimum clear opening width, 44" max still JOIST BY SIMPSON height. UNDER JOIST(12" I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES END LENGTH) 16" WINDOW SILL 2. 2020 NYS UNIFORM CODE SUPPLEMENT FINAL, INSTALLED STAIRWAYS, HANDRAILS, OUARD5 SHALL BE INSTALLED IN FULL O.G. PLATE 3. 2020 IEGG CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT RESPONSIBLE 4. ENGINEERED 5TRUGTURAL GOMPONENTS PER A5CE -7-10 FOR THESE INSTALLATIONS. BOX BEAM. STUD TO PLATE: 5. WOOD FRAME CONS- RUCTION MANUAL 2018 EDITION FOR ONE AND TWO STORY MATCH FJ SIMPSON "HD " UPLIFT FAMILY DWELLINGS R514 Stairways shall not be less than 36 Inches in clear width at all points above US the permitted CONNECTOR U5 " DIA. THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE handrail height and below the required headroom height. Handrails shall not project more than REQUIREMENTS THESE DOCUMENTS. 4.5 Inches on either sideof the stairway and the minimum clear width of the stairway at and below TYPICAL AT GORNER5 the handrall height, Including treads and landings, shall not be less than 51.5 inches where o OF BUILDING AND AT MATERIALS SHOWN AND 5PEGIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED handrail is installed on one side and 27 Inches where handrails are provided on both sides. The BOTTOM PLATE ENDS OF SHEARWALLS. ON PERFORMANGE DATA AND MANUFACTURERS REGOMMENDATION5. AND maximum riser height shall be 8.25" and the minimum tread depth shall be al" in conformance with W 0 R314.2. Minimum headroom 6'-5'. All stairs shall be rovided with illumination in accordance with SUBSTITUTIONS WILL BECOME THE BURDEN AND REASONABILITY OF THE Section R303.4. Enclosed accessible space under stairs shall have walls, under stair surface CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING and an soffits protected on the enclosed side with 1/2-Inch sum board. PROGEDURES, INCLUDING THE PRODUCTION OF AN51 TEST RESULTS , AAMA TEST y p gyp <RESULTS, ETG. R315.1 Handrails having a minimum and maximum heights of 54- inches and 3b inches, respectively, Fil (�/ W n =� measured vertically from the nosing of the treads shall be provided on at least one side of 7 stairways. All required handrails shall be continuous the full length of the stairs with two or more h--I risers from a point directly above the top riser of a flight to a point directly above the lowest jJ J riser of the flight. Ends shall be returned or shall terminate in newel posts or safety terminals. Z Q I. All electric work shall comply with the National Electrcce Code. Electrician shall Handrails adjacent to a wall shall have a spce of not less than 1.5 inches (5bmm) between the obtain fire underwriters certificate for all electric work and shall submit to owner. wall and the handrail. The handgrip portion of handrails shall have a circular cross section of 7- W y# Provide all outlets and junction boxes required for all appliances, pumps, equipment, 1-1/4 inches minimum to 2-5/8 inches maximum. Edge radius of I/8". etc. Contractor shall revlepa service requirements, all lighting, outlets, fixtures, phone �S) O LU Jacks, T.V. cable jacks, etc. with owner as required for the full installation and R316.1 Ouards are to be a minimum of 36 inches (cil4mm) in height. Open sides of stairs with a W satisfaction of owners requirements and code compliance and shall provide some. total rlse of more than 30 Inches above the floor or grade below shall have guards (each side) Architect is not responsible: for electrical designs for this project in any capacity. not less than 34 inches in height measured vertically from the nosing of the treads. (Second �1 2. All plumbing work shall comply with the National Plumbing Code and all local codes. story guards are recommended to be higher.) O Z Contractor shall review with the owner the requirements for plumbing installations O Including but not limited to fixtures, trim, occessorles, etc. and requirements for water R31-1.1 Single and multiple-station smoke alarms shall be. installed in each sleeping room, outside TYP. FND. TIES: service and domestic hot water. Architect Is not responsible for any plumbing systems of each separate sleeping area In the immediate vicinity of the bedroom, on each additional SIMPSON "HOU5" LU in any capacity. Contractor shall provide sanitary system in accordance with the story of the dwelling, Including basements. The alarm devices shall be Interconnected in such a TYP. ANCHOR BOLT: F-1 _J owners approved site plan and shall coordinate all inspections required for approval manner that the activation of one alarm will activate all of the alarms in the individual unit. The GONNEGTOR HI(2) 5/5"DIA. 45" O.G. Q of some. And surveys indicating final tank locations shall be by owners surveyor. alarm shall be clearly audible in all bedrooms over backround noise levels with all intervening DIA. THRU BOLTS. COORDINATE PLACEMENT Contractor shall provide surveyor with information as required. doors closed. All smoke alarms shall be listed and Installed in accordance with the provisions (TYPICAL AT CORNERS W/HOLD DOWN BOLTS. VERIFY I-'--I C� LU 3. All H.V.A.G. work shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention of this code and the household firewarning equipment provisions of NFPA72. OF BUILDING AND AT BOLT TYPE,EMBEDMENT,REBAR t- Z and Building Code and Energy Code. Contractor shall review all mechanical systems ENDS OF SHEARWALLS) ETC. BEFORE CONSTRUCTION < 0 with owner for type of system to be provided (I.E. oil, gas, or electric hot water or R31q.1.2 Wall and ceiling finishes not Including trim, door, and window frames shall have a n1 air, etc.) including air conditioning requirements. Architect is not responsible for flame-spread classification of not greater than 200. Wall and ceiling finishes shall have a o b z z Ol heating or air conditioning systems in any capacity. smoke-developed index of not greater than 450. EXIST. FLOOR °° 4. Owner shall obtain an and all required permits prior to allowing contractors to R322. A vapor retarder shall be installed on the warm-in-winter side of insulation. EXIST. FLOOR o (� y q p p g p JOIST proceed with any of the work. RICOLI Masonry chimneys shall be constructed, anchored, supported, and reinforced as required JOIST-\ Oo 5. All site work including sanitary system, utilities, easements. setbacks, elevations, In this chapter and the applicable provisions of Chapters 3, 4, and 6 with applicable clearances 1 drainage, retaining walls, etc. shall be in accordance with a site plan prepared by the to combustibles and firestopping. I-4 x 18 OAUOE STEEL 1- x 18 GAUGE STEEL owners surveyor. The Architect is not responsible for site designs of any type in any COLIED STRAP WRAPPED I �GOLIED STRAP WRAPPED N capacity. R507.1 Attic access. An attic access opening shall be provided to attic areas that exceed 30 11e__ UNDER SILL AND OVER UNDER SILL AND OVER 6. All work shall be performed by licensed contractors whom are experienced with square feet and have a vertical height of 50 inches or greater. The rough-framed openinh shall EAGH STUD W/ 12" MIN. EAGH STUD W/ 12" MIN. p��p cfJ[ (G4#o 23-010 the type of work being performed. All contractors shall maintain liability insurance and not be less than 22 inches by 30 inches and shall be located in a hallway or other readily 1 STUD BEARING. NO. G518 l STUD BEARING. NO. G510 workers compensation insurance in connection with all work being performed in accessible location. A 30-inch minimum unobstructed headroom in the attic space shall be BY SIMPSON BY SIMPSON project. provided at some point above the access opening. See Section M1305.1.3 for accessLA t 7. All materials, systems, equipment, fixtures, etc. shall be Installed in strict requirements where mechanical equipment is located in attic. R-30 INSUL. R-30 IN5UL. compliance with the manufacturers written specifications and installation instructions W/ VAPOR BARRIER UP ;` �. W/ VAPOR BARRIER UP a n` 9110 PROJEGT5 25-010 including all clearances for service, etc. R50b.1 Combustible insulation shall be separated a minimum of 3 inches from recessed lighting • « z z b. All contractors shall warrant their work in writing to the owner for a minimum fixtures, fan motors, and other heat-producing devices or separated in accordance with the FOUNDATION - - period of two years. conditions stipulated in the fixtures listing. Recessed lighting installed in the building thermal WALL FOUNDATION e of and shall not be responsible envelo e shall meet the re WALL requirements of Section N1101.3. '-- GRADE GRADE q. The Architect shall not have control or char o e ° g p p q, DG�Q�OGf1�#° for construction means, methods, techniques, sequences, or procedures, or for safety programs in connection with the work or for ccts or omissions of the contractor, I �� ® �• PITCH FINAL GRADE PITCH FINAL GRADE subcontractors or any person performing any of the work, or for the failure of any of e AWAY FROM WALLS TYP. AWAY FROM WALLS TYP. them to carry out the work in accordance with the intent of the contract documents in that said responslbilty is the: sole responsibility of the contractor. LIVE DEAD 10. All exterior doors, roofing shingles, trim, sding, etc. shall be reviewed and approved by owner. 20 10 ROOF SNOW LOAD: PER :12 PITG+f 11. All interior finishes including but not limited to walls, flooring, tile, etc. shall be 40 IO DECKS / PORCHES reviewed with and approved by owner. 12. All miscellaneous interior• items including but not limited to doors, trim, fireplaces. 40 10 ROOMS OTHER THAN SLEEPINO ROOMS closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and 30 10 SLEEPINO ROOMS approved by owner. 13. Where existing walls, posts etc. are removed it is the responsibility of the 20 10 ATTIG5 WITH STORAGE contractor to provide temporary support, shoring, bracing, etc. as required. 10 10 ATTICS WITHOUT STORAGE wim4 aQo OUN A71ON N07 5: I. ALL FOOTIN05 SHALL REST ON UNDISTURBED 501L OF 2 TSF 44-a BEARING GAPAGITY, 5UBJEGT TO CONTROLLED IN5PEGTION. . KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE pQOa�4GC�4 12-4 2IN PLACE, PUMP AS REQUIRED. 3. GON5TRUGTION JOINTS IN FOUNDATION WALLS SHALL BE NO �9g G30OLaG�]OOC3� LaMC[n�7MG� �— NEW 8 REINFORCE GONG MORE THAN 50 FEET APART AND NO LE55 THAN 4'- 0" FROM ANY FOUNDATION WALL WITH 8" x R nummG�C m, mu I-4 FOOTING TYP. 9 9 g09 GGON5TRUGTION JOINTS. B TS. DO NOTUSEH HORIZONTAL RGON5TRUGTION 4. 5LAB5 ON GRADE SHALL BE PLACED BY STRIP PLAGINO � � � '• / \� /fin METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL NE IL] ] NEW 8' `� JOINTS (SAW GUT) MAX. 30'- 0" O.G.; GONSTRUGTION JOINTS SHALL REINFORCE GONG NEW(2) 2XIO GIRDER FOUNDATION WALL UNEXC,,&, ED — — BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF WITH 8" x 1'-4° PLACEMENT. `9 FOOTING TYP. #5 DOWEL IN TO WALL ®N� � N® �. GROUT WITH EPDXY(TYP) co' 1z NEW 3 " 5TL COLUMN �} I. ALL GONGRETE WORK SHALL GONFORM TO AGI 301-dui; " `p ® ATOP OF 30" x 30" X 12° GONGRETE SLAB5 SHALL BE 5500 PSI STONE GONGRETE; ALL FOOTING TYP. FOR to EXTERIOR GONGRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. I (E) OIL TANK o _J 5LAB5 ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. r a J 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE ��' �-�- / INTERMEDIATE GRADE NEW BILLET STEEL GONFORMINO TO A5TM �;�'."~`?''} STAIRS PER ©� t 0FZ A-615 GRADE x _(E) i6 GILDER 6O NYSBG N 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR W REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 _ 4. GONTINUOU5 REINFORGEMENT5 SHALL BE LAPPED 4& NEW 8" I (E3x6 661RDER `) DIAMETERS AT 5PLIGES AND GORNER5 AND HOOKED AT NON- S� �J ❑ REINFORGE GONG %Z 6 CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLE55 FOUNDATION WALL EX. GONG. SCREED TO OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL v WITH 8" x 1'-4" O REMAIN 04-14-23 ISSUED FOR BE IN AGGORDANGE WITH AGI 5P-66. (55) FOOTING TYP. 26xe 7 OWNERS REVIEW \ \ # VI PR 5. ODE TWO 6 ALL SIDES FOR OPENINGS IN GONGRETE = 06-20-23 REVISED PER _ WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND OWNER COMMENTS OPENING; HOOK ENDS. / w w m 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR F. .� MEGHANIGAL TRADES. OPENINGS SHALL BE PLACED 50 A5 NOT (E) �x6 61DEI TO AFFECT THE STRENGTH OF STRUGTURAL MEMBERS. _ (E 3x6 GIRD R L _I 7. BEFORE PLAGINO GONGRETE, GONTRAGTOR SHALL SUBMIT FOR m DRONEo FILL OPENING WITH EX. GHIMNY� 6 1 REVIEW A GOMPLETE 5EQUENGE OF PLAGINO SGHEDULE. DRYWELL MASONRY PROVIDE TO REMAIN f O INDIGATINO ALL GONSTRUGTION JOINTS, TIME SGHEDULE, AND WATER PROOFING I (E) GRAWL m GUARANTEE OF GONTINUITY OF GONGRETE SUPPLY. ® U- x OSD WAFE (N 7`��ICAL OUN A71ON NO7 5: ATER FND./ FT 0.: — —9 _ ( _ _ _ _ 10" THICK P.G. FND. WALL w/TYP. ANCHOR BOLTS, ON CONTINUOUS 16"w. v (E) 3x6 GIRDF,.R (E) 3x6 61RDER o (E) 3Lx6 GIRDER —� x &"d. P.G. FOOTING TO A MIN. DEPTH OF 36" BELOW GRADE - ON LN O UNDISTURBED GLEAN GRANULAR 501L w/ MIN. I TON PER S.F. BRO. GAPAGITY. REBAR: 2-#5 BARS, EA. WAY 36 O.G., - CONTINUOUS AT N NEW 5/8 FIRE RATED ®GYP BOARD ON CEILING TOP $ BOTTOM OF WALL AND/OR IN FT6. w/ MIN. 3" COVER. OVER EX. MECHANICAL I u_ u EQUIP. MIN. 100 SF 1z SILL/TYP. ANGHOR BOLT5: x N 2-2"x 6" (or 1-2x6 MIN.) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL N �' NEW(2) 2XI0 GIRDE� PLATE, (PROV. TYP. SILL/WALL TIES, WHERE REO'D.) OVER TERMITE SHIELD AND SILL SEALER w/ 5/8"dla. ANCHOR BOLTS 0"MIN. EMBEDMENT L vI AND 3"50UARE WASHERS) ® 36"o.c. $ 2&"o.c. WITHIN 8 FT. OF CORNERS AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE _ PLACEMENT w/HOLD-DOWN BOLTS, AS REO'D. TO CONNECT TO (E) CRAWL TO NEW 2" GONG.SCREED SHEARWALL STUD BRACKETS. (SEE DETAILS). TO REMAIN (E) CRAWL (2) 2x6 FJ 16 O.G. SILL/WALL TIES: m REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE 5IMP50N G5201 - (20 Gage), 1 1/4" STEEL STRAP TIES @ 16"oG (AT EA. STUD w/MIN. &- 8d (E) 3x(b GIRDER 7 NAILS, EA. END) WRAPPED UNDER $ UP INSIDE FAGS OF SILL, GUT TO LENGTH AS REOV. (SEE DETAIL) 2"X8" LEDGER BAD. W/ NEW 8 I/2" x 4" LAG 5GREW REINFORCE GONG HOLD—DOWN BOLT: �? INTO EXISTING RIM JOIST FOUNDATION WALL SIMILAR TO TYP. ANCHOR BOLT, EXCEPT 5PAGED AS REOV. TO ® I6" O.G. STAGGERED WITH 8" x I'-4" ANCHOR 5HEARWALL SEGMENTS. (SEE STND. DETAILS). CONTRACTORS I6'-I" 16'-I" FOOTING TYP. MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GONST) TO � INSURE ALIGNMENT OF BOLTS $ STUD BRAGKET5. OPTION: (INSTEAD r L V / 1z OF HD2A'5 $ BOLTS): USE STRAP TIE HOLDOWN, 51MP50N 5THD10 c; EMBEDED IN FND. WALL $ EXTENDED UP OUTSIDE FACE OF WALL AS REOV. [SEE FLOOR PLAN FOR SHEARWALL SEGMENTS]. W O = CONCRETE: U ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (25 DAY) STRENGTH OF 5000 PSI, EXCEPT USE 5500 PSI, FOR ALL EXTERIOR m USES; INGLUDIN6 GARAGE SLAB, ETC. <44-q" 5HEARWALL SEOMENT5: Z PROVIDE SHEARWALL5 PER GODS; 2 AT ALL CORNERS OF BUILDING, WITH A MAXIMUM OF 25 FEET BETWEEN SEGMENTS. STANDARD SEGMENT: Y2" PLYWOOD, z EXTERIOR $ Y2" C.W.B. INTERIOR, 4' WIDE x HT. OF WALL (8' MIN.) NAILED TO (� WALL STUDS @ 16"oc, w/ DBL. STUDS AT EDGES. USE 5d NAILS (9 (9"oc AT -V Z < EDGES $ 12"oc IN FIELD. ANCHOR EACH SEGMENT TO FOUNDATION w/ 51MP50N ^ Z w .—I HOLD-DOWN BRACKETS $ 5/8" BOLTS AS REOV. - INSTALL ALL HARDWARE AS :D Q NOTE: PER MFR. SPEGS. [5EE ALSO, TYP. HOLD-DOWN BOLT NOTE $ STANDARD ® E171 I SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRG. CARBON MONOXIDE DETAILS] •tip} I I DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION Q15 OF THE 2020 h-+-i < SCALE: I/4" = I'-O" NOTE: Qn — _j WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE O w Lu � � Q 2x12 PT RAFTERS © 16' O.G. 2xI2 PT PAINTED WAITERS © 16" O.G. PAINTED WHITE %100 , 0 O O Q 1 — EX. 5" POURED GONGRETE (3) 2XI2 PT GIRDER (5) 2XI2 PT GIRDER (5) 2XI2 PT GIRDER �In cf� DO FOUNDATION WALL TO m P544®EA P05T REMAIN 12" WOOD COLUMNS TO 112" WOOD COLUMNS TO C� BE WHITE TYP. BE WHITE TYP. NEW &" POURED CONCRETE FOUNDATION WALL TO REMAIN EX. 2"x6" OR 2"x4" WD 23-010 tL FRAMED WALLS @ 16" O.G. w/ 6X6 PT P05T 6X6 PT POST 1/2" G.W.B. EA. SIDE TO REMAIN NEW 2"x4" WD FRAMED oD KI M. PROJEGT5 23-010 1565 Post Gap WALLS @ 16" O.G. w/ 1/2" G.W.B. EA. SIDE 05D SMOKE DETECTOR GO CARBON MONOXIDE J J DETECTOR 2 16'-4" F EXHAUST FAN MIN -15 GFM A � F C-v01.A EI.EVA71 CN5 (�)5EEC71 ON AT FEROCL.A 7 SCALE: 1/4" = I'-O" SCALE: I/4" = I'-O" �Gi]C��4 [VlOoo -4 of 8 �u 'F � U 1 D � CJ�L t7 / 1a �( 1LnJUV9 U�oQoL"10 12'-4" I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS 2 T 6'-8" �fl� QOGQ�n]OC3C LaMC [v1MC 2 FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. (G�3G��M{�C�-,G/3G�G�C Q oo [`OW ° o`>1 �'C 1 IJNJ Ll o L!LS�oO�� p VVV 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR. (2)2X8 FOR ' >' EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO *` *< N REF. REF. 3_ip �5- LAV BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD - ✓` W. p SUBFLOOR TO FLOOR JOISTS. �� RBOO 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH � a � L, KITCHEN O. `i� _ A. \\, cv A5HHR DOUBLE UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL > +6 HEADERS SHALL BE A MINIMUM OF 2-2X& OR AS SHOWN ON ' tL - DRAWINGS. d? 5. SOLID 13LOGKINO SHALL BE PROVIDED FOR ALL JOISTS AND y FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ &'-0" O.G. PAVERED II 7/8 TJI 560 16 0 PROVIDE 2 AIR SPACE FOR AIR CIRCULATION IN ROOFS. s - N PATIO ., O .` IL 6. DOUBLE FRAMING AROUND OPENINGS(skylightsstalrs etc.) OR AS NOTED ON DRAWINGS. BEDROOM 2 = PROPOSED <T. _,, ~ ,\1 ', ; N 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS � �° PERGOLA SEE - STAIRS PER SECTION AND OR AS NOTED ON DRAWINGS. NYSBG ELEVATION ON 04-14-23 ISSUED FOR A2 &. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH OWNERS REVIEW RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR 06-20-25 REVISED PER _ GO APPROVED EC�UAL. OWNER COMMENTS PANTRY 4-2„ iv d 9. PLYWOOD SHEATHING TO BE NAILED WITH &D @ 4" O.G. a � EXTERIOR EDGES AND 60 @ 12" O.G. INTERMEDIATE. m 0 GO 3'-2" 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND SHW LAV STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY m in �I "SIMPSON" OR APPROVED EQUAL. X O F `t N BATH Gn F L =' ' I 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI ROOM I SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING Lu 6 STIFFENERS INSTALLED AS PER MANUFACTURERS ' 24" POCKET 6 O j" TYPE "X" GYP I RECOMMENDATIONS. WEB STIFFENERS SHALL BE REO'D AT ALL - lz lz UNDER 5TAIR5 cv c- cv LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-5/4" LVL BEDROOM I �5D _ RIM JOIST SHALL BE REO'D AT FLOOR PERIMETERS. HANDLING, (VAULTED) GO LIVING ROOM T - STAIRS PER NY5BG STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER t�VAULTED) MANUFACTURERS RECOMMENDATIONS. lz 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. MACHINE BOLTS @ 12" O.G. `) 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. m r G = A-6 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR CL ox BEAMS, SPACING NOT TO EXCEED qt_& m LANDING 1' X8 MR (2)2X8 FOR CM 2X8 FOR - - 04b PHP41046 TW30 - TH3046 TH3046 -- --- p z CIL - -- (2) 2X8 HDR 2 x6 _ i- _-Q _ - _ _-- --_- - _ _ HOLDCONNECTIONS (REQUIRED AT EACH TKIW15 THT3015 - - -- - - - - --- - - --- - - -- --- - - -- (REQUIRED AT EACH OVERHEAD ADLDING OGARAGE DOOR JAMB) TW304b TH3046 ---- --- - - - - --------COVERED PORCH -- O - - - -- --- - ------ -O --- _. HOOD D_E_GK -;_ __ -_ -_ __- - - -- -_ �' - A-3 SECOND FLOOR ATTACHMENT - cv -- _--_- - - - — - - - (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) - --- ---- �T� BETTER HEADER (2) 2X10 - BETTER HEADER (2) 2X10-- _ -BETTER HEADER (2) 2X10 ,=_ PT W/ j" X a" STL. PLT. _---_ PT W/ j" X cV STL. PLT. O Z --- -- PT W/ g" X q" STL. PLT. - - — <sk 32'-2" 'SIMPSON' HDQ8 SIMPSON' HDQ8 \ e �T� Lu Q- -2-16D COMMON Z - 44 q , ,�--2-16D COMMON NAILS @ 6' O.C. Q NAILS @ 6' O.C. FOR FULL LENGTH FOR FULL LENGTH OF STUD OF STUD BLOCKING A B BLOCKING @ ENDWALL ii A-6 A-6 @ ENDWALL i� i � I NT. FINISH NOTES ° a u— 11 a ® ®� 15 7 L O O PLAN RECEIVE (1) GOAT IOF PRIMER AND 2) GOATS ° ° � ° a° Ua O � 1I> � a n \ Q MIN. OF INTERIOR LATEX PAINT BY 5HERWIN / ° Lu WILLIAM5 OR APPROVED EQUAL. (GOLOR BY 'SIMPSON' HDQ8 H �— O OWNER) OR , °° 2 - ALL GEILING SURFACES SHALL RECEIVE (1) 'SIMPSON' PHD6 7/8' DIA. THREADED ROD EMBEDDED n O LAYER OF 1/2,, GYP. BD. W/ (I) GOAT OF 12 1/2" INTO CONCRETE W/ 'SIMPSON' ET F-� Q PRIMER, AND (2) GOATS OF SHERWIN WILLIAMS (HIGH STRENGTH EPDXY ADHESIVE) & FOR NOTE: INTERIOR LATEX PAINT, COLOR TO MATCH FIRST FLOOR ATTACHMENT TEMPERATURES (0 DEG. TO 40 DEG F) USE < �i OL SMOKE ALARM TO CONFORM WITH R514 OF THE 2020 IRG. CARBON MONOXIDE EXISTING. (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) °° DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION c115 OF THE 2020 3 - CONTRACTOR SHALL PROVIDE : INSTALL [� NOTE: ALL STANDING AND RUNNING TRIM. PRIME WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE PAINT 5HERWIN WILLAIM5 SEMI-GLOSS FINISH �] CIO (COLOR BY OWNER). ALL STRAPPING, ANCHORS, HOLD DOWNS, - 4 - GOORDINATE FINISH OF ALL DOORS WITH & ADHESIVES TO BE INSTALLED AS PER OWNER. ro 5 - GOORDINATE FINISHES FOR ALL GOVER MANUFACTURES SPECIFICATIONS. d PLATES WITH OWNER 6 - COORDINATE FINAL FLOOR FINISHES WITH �®� �®�� ®` I� �>� I ®� OPEN I NO S I ZE LOGAT I ON HEADER SIZE MINIMUM BEARING OWN I� 2 pG30O e1JCC�'4#o 23-010 LESS THAN 4 FEET EXTERIOR WALL (2) 2x& SINGLE JACK, AND KING STUDS SCALE: 1/4" = I'-O" 4 FEET TO 6 FEET EXTERIOR WALL (2) 2x10 DOUBLE JACK, AND KING STUDS PROJECTS 23-010 OVER 6 FEET EXTERIOR WALL SEE PLAN SEE PLAN LESS THAN 4 FEET INTERIOR WALL (2) 2x8 SINGLE JACK, AND KING STUDS 4 4 FEET TO 6 FEET INTERIOR WALL 2) 2x10 DOUBLE JACK, AND KING STUDS OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAN �mlmu Has .`z t Y� 2 2 � �� A-3 13-4 A-3 Lr'011E &. �L;��1LfLM�tl�nnnn o m° am° (3) 2XI2 GIRDER (3) 2X12 GIRDER N41 N41 LaG3C�G[l�40004 2 2X8 FOR M&MM19 LQM EMUIE w w w p p oR SHWR G3mG3[ mmiog i�I PROPOSED N N PERGOLA SEE N X X SECTION AND X N N ELEVATION ON N A2 m 7'-3" 5'-OWCU (5) 2Xi2 GIRDER (3) 2X12 GIRDER d — — i STORAGE BATH D r ?i D + OOM < t:'y° .� . { g �� m� X X X x ox N N N Lo (N) 2AO RR® 16 O.G.,, (N) 2x8 GJ 16 O.G. (3) 2X12 GIRDER (3) 2X12 GIRDER El ' � - - — N 10'-3" 2'-4" i MASTER MOWED / AREA OF ROOF FRAME m BEDROOM " OVER L EXTEND EX. CHIMNEY VAULTED 04-14-23 ISSUED FOR OWNERS REVIEW Xb GJ @ 16" O.G. ' 06-20-25 REVISED PER f o z m OWNER GOMMENTS ui > / X" " l W ® w SD 12'--7" GO / c X z z z 5TAIR5 PER NYSBG � O t 2x12 RIDGE GONT. RIDGE VENT LL c r 6 O.G. N — (2) 2x10 (N) 2x10 RR I — 5ITT N ', ROOf AREA CN BELOW (N) 2AO RR (N) 2XIO RR G G \ ® I6 O.G. @ I6 O.G. A-6 A-6 CZ ci O `t N N (2) 2x10 — fY \\ lL (N) 2x8 GJ ® I6 O.G. \ \ / (N) 2x10 RR z CnCIL @ I6 O.G. -T 10'-4" (N) 2x10 RR ® I6O.G. � \ \ /:" , \ m V 2 2X$FiDR AREA OF ROOFNk FRAME OVER 4b KM15 D 2 2 Lu A-3 (N) 2x(g RR (N) 2x6 Rim lz 13'-4" © 16 O.G. d) @ I6 0.G• cv v ROOF BELOW c � 14 A B W A-6 Q 2 SCALE: 1/4" = I'-O" H Lu < — H Z � Z INT. FINISH NOTES w � � -4 I - ALL 5PAGE5 WITH AREA OF WORK SHALL w O (3 JL I. ALL ROOF SLOPE AREAS SHALL BE CLEAR CEDAR SHINGLES ON RECEIVE (1) GOAT OF PRIMER AND (2) GOATS r v O 30 LB. FELT AND 5/4" GDX. PLYWOOD OVER ROOF FRAMING. MIN. OF INTERIOR LATEX PAINT BY 5HERWIN V / 0 O WILLIAM5 OR APPROVED EQUAL. (COLOR BY O 2. PROVIDE GRADE IGE 8 WATER SHIELD AT LOWER 36" OF ALL OWNER) O lX SLOPED ROOF AREAS AND AT ALL VALLEYS. 2 - ALL GEILING SURFACES SHALL RECEIVE (1) LAYER OF 1/2" 6YP. BD. W/ (1) GOAT OF H t GTE. PRIMER, AND (2) GOATS OF SHERWIN WILLIAM5 _ INTERIOR LATEX PAINT, COLOR TO MATCH O O CONTRACTOR TO PROVIDE MEANS OF EXISTING. FREEZE PROTECTION 8 DISCONNECT FOR 3 - CONTRACTOR SHALL PROVIDE $: INSTALL h� (� O OL PLUMBING TO EXTERIOR SINK. +—� 1— ST D C D R NNI G TRIM. d: PAINT SHERWIN WILLAIMS SEMI-GLOSS FINISH < O Q/ (/ P3103.1 ROOF EXTENSION. (COLOR BY OWNER). CIO OL GL OPEN VENT PIPES THAT EXTEND THROUGH A 4 - COORDINATE FINISH OF ALL DOORS WITH O ROOF SHALL BE TERMINATED NOT LE55 THAN 6" OWNER. (152 MM) ABOVE THE ANTIGIPATED SNOW 5 - COORDINATE FINISHES FOR ALL COVER m °° ACCUMULATION, WHIGHEVER IS GREATER PLATES WITH OWNER 6 - COORDINATE FINAL FLOOR FINISHES WITH T P3103.2 FROST GLO5URE. OWN a l WHERE THE 97.5-PERGENT VALUE FOR OUTSIDE AIR TEMPERATURE IS 0' F (-18' G) OR LESS, VENT EXTEN51ON5 THROUGH A ROOF OR WALL SHALL NOT BE LESS THAN NOTE: pG�De�C�Olj#0 25-010 3" (76MM) IN DIAMETER. ANY INGREA5E: IN SMOKE ALARM TO CONFORM WITH R514 OF THE 2020 IRG. CARBON MONOXIDE THE SIZE OF THE VENT SHALL BE MADE NOT LE55 DETEGTOR5 TO OF THE 2020 IRG AND SHALL GOMPLY WITH 5EGTION c115 OF THE 2020 THAN I FOOT (304.5MM) IN51DE THE THERMAL NOTE: ENVELOPE OF THE BUILDING WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLIGABLE Opp FOKE-0 PROJEGT5 23-010 DG3G1�OfvIC�#o @aCglg4 ma-0 C of 8 CONTINUOUS RIDGE CONTINUOUS RIDGE oulp L%. mmmq Lmao VENT VENT QQ@ r�i o4C50v T.O.ROOF _ T.O.ROOF 12 12 EL: 24'-2" --- - - -- -- - ---- - - - -- - --- EL: 24'-2° MEG30O G1Gv10O G3C� QMLh1MC _. 12 12 ARCHITECTURAL ROOF SHINGLES -- -- - --- - - - - -- —ARCHITECTURAL ROOF SHIN TJ[ II C r 7 \ I j _II 1,11_�!1 �.�,t CONTINUOUS RIDGE o r I - -- - -- / \, T.O.W. 2ND FLR -- — -- - -- --- --- - - _ / I I I I � - - _ - __ - _ - ____ T.O.W. 2ND FLRVENT rEL: 16'-8"� II a J I _ : : u L _J J, L_ _J r: ,: ,t J L IT VIL SHIDNGLESEBYEGTI ON 1: I, T �_ T I[ _ I \ T �I_ 1_�� ]_ \ ! 'I ,rI )• I T II i''- ]I�1_. L 2 k ,� � �� I r � --- -- _- - --- - - -- — - - _ - -- - - ! T r IC 11 GERTINTEED _ ] �! IP r r " \ � L\ I CEDAR PERFECTION : �d I ;•, 12 - -- [2 - ---- - - -- - -- - ': ° - - JI-,1[_-I]-JII I! - �I .' ]C._]C _� rr] ll- _.:I 1. �- � \� I'L\ r� II - -- - - r J I', - \,.� I_. .�I I 5HINGLES BY - - ----- -- - - - 4" VINYL CORNERS -- - �] it �_ li -III. I'1 f_ II-r 1 I'' _ ''I ]�- J I 1 1 !1 it ---- - - - - - ----- - -_ 1 �= I :, rt I�i L � I � P I`IL I -I,,.II L- _II_ .��. � ,L_ 1�L IL II - !' „ - - - z ---- - ��- _ -,; _ II T � II III �I )� GERTINTEED 12 \\ F2- ---- - - -- -- TYP. �I i- ,I _ --- \ ][ �_ II I� _ 1C -][ - ��r �-- --- - - - HY T I II I 1 II P �' ' - VINYL CORNERS ---- --- _ -- -- ------- - - -------'-- -- --- --- CP- [.. I -- --,i1 l�.- lr _All �,t �,]':-J \ _�f _ - \ r I_1L •L.,, _IL _ J_ _II.!C �- IL_ �:_�L J�. - I - 411 'p F� ,' r..-..Y•J ./,�°•�'r� -- -- — - - - — -- --- I 11 �� 11J; TSTANDING SEAMi' ii'� r 1Ir►Y8o46TWO* ] JL :. META ROOF GO OR�, - T2 I, � L L �-•I:-_ ;, r.L� -.- \ 5ELEGTED BY OWNER C C_1[II �._C 1 r� i_\II ]I-:li \ r ! 1 I jl II \ li - � I� I r ,I-I t_- [_�C II L IC�� I� L\ � .�. \_. _ L_]. 12 12 It 1 ,1 ll�-_ _]I I` �- -I. C 1 1L,� -1 - r I 11 \r`,I ll r 1111 -\ r\�I II JC�r\r r T --- =-I r - SECOND FLR. _ _ _JI \_ �! J[ _ 1_ II r II T C _� _ _ \., _ II_ _� , SECOND FLR. T - - III ], = T r YI T �� EL 8 -r 1 r jI 1 11 '\I! ]I_ r L \I I:_ Q } IL.. _I[_11 Ti r : T _I'i t - ., ;- it'll II-I I- �i '� ' I�-:•,., JL L i ri J�] -r, ._ EL: �/'- 111 \_� r r \�rI �J �I � r� T�� rr\ � ; i > 1 I�1 \ > � '-I T - 'LI \I t � 7 `li r -- N , 'I 'r jl, I! e 1 ,� \ �I �J._,�IL ��JI._ JI J�- - -- ❑ T.O.W. IST FL _'' 11 r IL_II n - _ (� n n h r P o Ti �'I - 0��❑ ' CC \ \I\ Ir __G % _ii �f l�-[I—[ I C I I.. .C 1C_I rl L_ r. 11. �� -- �_J�' T - T r t' rl -T r q n- T.O.W. I5T FL n �, l ---I -I -- J EL. -f-� EL: 7'-7II II` I Ir�i t-_ I_ rl__ II 6" AZEK TRIM 04-14-23 ISSUED FOR ]I >� Ti �', � 1 1� 1 it 'il 1LJ1 11 T I;I �f .r r! > III 2 OWNERS REVIEW 7 - - TYP I _il JI 'I _]r JII ;I - 1 1T II r � 06-20-23 REVISED PER ' I: III �L_11 I� II I I r J r GEDAR PERFECTION i' rl _J 1- _-I- r: _J r\ G �' ! - - �I [ > II P CEDAR PERFECTION IL r It SHINGLES BY Lp][ I [ h I T T II l _ r i �'-II L �=I '= SHINGLES BY OWNER COMMENTS II II � ,I I 1_1L �L ! \ _IL � _u IC � ¶ �t � - rll I - JL�I[ _,.T , 1._ T- _ C� ¶ .I,,' I; �.. _ GERTINTEED r GERTINTEED �I _ � I _ 1 IC_ 11 I P _P_ J JI r JI 1[ ! \_ [�' �I ��C Ju - 1 �. iuL fl _ 1r I ' _ - it LI „_ 10" DECORATIVE _11 rC L - -I'I �'''`� \rJL I 'Ir"' ��_ II II_,I _ J IT� IL _ I[ r] II'- -I I _,'! ;I,l' 411 VINYL CORNERS TVti046 TA8046 =' TYi304b DW41046 TY8046 TN1i046 TYt3046 pp r 1 )�]\ � T ]� \ TY8046 i1 TN8046 TYP. �, L \r Jl ,. _ _ J ! IL 1 1L L �' I JI L I! II, \ 'I_ . r Lill 11 �- COLUMN P ll`� r >I_ - - - _ \ :. 4 G LU N TY 1 , T - T .I i II R C\- JC-- rll. 1 - r ---IT— �1 `1 FIRST ST FLR. 0 L lLJ �! _Ir_ —�1 l JJ JLJ r � 1LT� _�: 11 C I . _ T- T � l l'-T- -I : ,:_ I. .,� � � I � � �, T! Ir I \ \ _ \ I 11 ! ` -I; I; 17 T � ,I,- [-[ I � P � ,�T„"_� � III l _ L_��I[ L -I.,I ,III., I (�'L.Ip�I._ Iprr:-� IQL.- I ].- FIRST FLR.i TI J L 1 „ :I I,, : I : L, - h .. .. 'I - _� ��1- -- Jt_ , I- �i- -,- I_ [ J 1_ -1 .�_ -1'__ h ! !I �. I_- \ 1' \ �L JL IC JI_I; _II II'' IL_ -l� II __I- I'- I II - I_'.. :, _I 1r:_ _, \_� ,� „I 7 _I - - �_T _ 11_f._r1 1 r 1 � L. [ [,_ EL. o o t �, I ¶ll - I ] ;'n' - EL: o-o _ r = -- r T = 7 j �" j 1' �r 'I �I]� q �,: it \ I C _IL I _11 Il 1 _� � _1C k r \ !I r L li .1 \_ �l 1C 1 11 1I r _i _rf JI 1 \\ 11 II_-� J: r_T n ,- L I I I �-III_J,._ ,J._ —1,_,r I \ _,11L, 'I-� - L, _.l r I „ .1 I_r -f_ JI- . J. r� -I _ J. - _� �_r r\ GRADE r] L.I, I II -f -1- (VARIES) I T .I ll�l \�� 1 I 1 I �' T T II r ! 1 II T i r i d ], 11 lI- JI it I , mi-_ t 1i-II T GRADE I I I I I 1 1 I__ ,•I _''I1 ��, JI„kT it _.�_ !t V 11- 1 (VARIES) - NARIES) IL EL: -1'-2" EL: -I- !8^13'-0'INSUL DOOR mm vm u6w- 5Q.MTW BY owl B.o.F � \ — � B.o.F EL: -3'-10" I II EL: _ B.O.GELLARJ� EL: -6'-qll ZROF05H`r;� 'f-'RONT ELEVA710N_ /,— ARCHITECTURAL CONTINUOUS RIDGE ROOF SHINGLES VENT T.O.ROOF T.O.ROOF 12 12 EL: 24'-2" EL. 24'-211 12\ 12 - - - - - -- -- - --- _ - _ -- - -- ARCHITECTURAL — ROOF SHINGLES - -- - -- - - _.-- - CONTINUOUS RIDGE -- - - - -- - -- - --- - - - i VENT -- - -- - - - - - -- LH - J[ II _ II 1 �!I: 111 \� 1 W (,/ 1K- \ r \ - ARCHITECTURAL — — — -- _ -- — __ — _ - - -- _- 7 li I'L L T III :I \ --- - - - - -- -- - -- -- -- - --- -- - - - - - - T.O.W. 2ND FLR T I I 11� I I � L: I I I '1 0 z ROOF SHINGLES - - -- - -- -- - EL: 16'-8" - JI J r \ ' r I ¶B ,III I' IQI -.ILFr_,r�_.1 -C�, Jl-r l 'I �,- 1 I 1 aLII i. J L�I .� ?-RP I� = ,n1 ��, .,� .�,I ,II ---1 z 211 I - - Il X If _J' 211 --- - ---- - - - - -� - - - - - - --- ---- ---- - - --- _ -- - :--------r--' - --�I i' 9 „I P'--,rr�\. - �L\ - 1. --- -- ----r JI-^JL�� - L_.� - L-"i -\7, .III J .- 'i. L -y Y-1-1 O F II �I �1,, f/— _ �-I_ ] T.O.ROOF u GEDAR PERFECTION .[_'ll 11 J JI P, - - EL: 141 811 - --- - --- -- - -- - - - -- - --- - -- - -- -12- 12 - - - il SHINGLES BY TYP F _jlT_ r_ I; A 41 - -_- ---- - -- - - - - --- _ - - - - -- -- - -- - - --- -- -- - V 41 I GERTINTEED 1 - - -- -- - - - - -- -- --- - -- - - -- - --- I� - JL 12 4" VINYL CORNERS , i V ! TYP. �l J �\ r _J -iI. Lf� Ill\ _rJl \.- - rL l ll._r_�-_�C,I --- - - - --- --- - -- - ---- - - - - - _--_ _ _ _ _ --- - -- - STANDING SEAM - - =1 I; -1'I- -,11'- L�ll METAL ROOF COLOR f- 11 IL _l. I[_I- rl --I: :I- SELECTED BY OWNER - --------------- SECOND FLR. _------ - - -- --- --- --- ---- - - ---- - ----- -_- =--- - - -11! it SECOND FL Q 1 _ r 1r1 �. -- -- -- - _ -- - 7 - - - - - - - --- --- - - -- - - R. -i L- li„J rl EL. 8'-7" --- - -- --- -- - - - - ---- — - - - -------- I- - - - _-_ - _-- _-- -- - - -- - ---- -- - - - EL. 8 H � l l,II 1L_lL:, _L._,,I,II -- - --_ -- ---- - - - O II , � ----- -- -- - - -- - �IJ _. T.O.W. IST FLF� _ --- -- - - -- - - - - - - -- - -- - - ---- -- - - --- -- T.O.W. IST % n I L I 1 I!_ .i_ :I ! _ 1 it _ JI _1 - -- — - I n- _ JL :_J JI UJ EL. -� _n_„ 1 _ L_ll - - -- L I_. ! -- - !I ;I II.L -11 = EL. -� �1 �\ �:-1 'ter Iu \ "^ 1- �� \ rrr_ 11_{I Q O_ I. - :� JI r >'L II _ � I � L _ � !�- �. i, � - �1I'- - _ I I'I > > � , I•_ II IC � rL- :I �[ I. 6" AZEK TRIM I 1 I I I' 1L 1 JI II 1 � .I -� ' P I _ 1111 II. 1L ] �I,�_L I�_ Jk n l[ �I 1C- ;I T ' r�, - �[ 1 II_r- T 1 \T 1 \ - k=-' _ \\ t -i \ ,[ J �_Lr_ r_I- � C\ II_ 1 r ] - - - 'I I_ ._ Ir _ , l' l 1 IT n �. T \ \ J Ii 'I I I ! oo N OL I �[r _ �_ GEDAR PERFECTION l J r-_ [� CEDAR PERFECTION r\ III_, \� _ Ir r I �C]',_ I_ ]1 _ JI--- \- rI _ T �C_: � _r �l_ L - _;I_ !I. i C�IL_ \ a� r't _T r _� IC JI il- �_' J�-- Q r r 1 "_ i' j \ SHINGLES BY I � �! CEDAR PERFECTION r fir- rl- �._ I__J L �! ! ,I T L_ �I_ C I I I I SHINGLES BY ll ,�. � r �. ;! - �- - - ->r � - r - - - - I - I-.�. Ii.- L� J[ .I �:1.-, ,� L LJ1_ I'I �L r-I, .� J,.,�. � ,-r l t i]�. �I...I �.I J r _ r!'�l i; ❑ L 'I! \ II 1 P ;,l i �J] L 5 BY I. _J 1-it i' lI-JI _ll II __'ll _. -,L L ,L_�_ II GERTINTEED n _Il_ t__ -tl \\. Tr8o3s �C _1 I �I� ]r:_ !,J u I( \ Irk -\� SHING E GERTINTEED - - - 2 I - \ I�_J T !�_ m -I —1 r !',� Ill ' ! � If-� GERTINTEED It 1 I Ii i Ij % 1 �` � � � i 'I fir- 11_�L r r :� II _ r. IJI 1r '! L r rl J _ _ II \� \ \ _II,. \ I' ,� r� L r __"L I _ \ L 411 VINYL CORNERSCJ O 4" VINYL CORNERS !, \ �r; 1 III _ II \ I 1, 11 n' \ T ��` o �l I J1._ i d.-rr '1� 'I =- -'- - \ _ ._ I II _ -- �L- ---'- !1 II 1 -I' ---\!I I_ I II !_ r _II \ _! _ Il :. .�!l JI I !! I,\�I _I� 1L'. SIIIJL,� J� I'- - - li 1 'I II •• r l r �1 �\ - - 1 ,,-P T TYP. it T TH8o4b T '; P ➢ 6 li 4 1 1 II I' d J �C _ 1C� H o r. _I: - V_ -I[-�_ TH304e JI �Il Ir I'L-�' I. [L-� I �l h .t rL 1 10 DECORATIVE I _ i'1 1l f I \ P Jln '\ a 1 1;- COLUMN TYP. a - I f rl =I- II Ir;l1 1' 1 ]. -- - 11 -- \� "-J\ \ II I II iC II _1 rI -- �C , -J _ , IBC :I `IL]L- ,I r �I lr_ CJ _Tr �_I!�\ r [� r T C� I[ L \ j\ �t I I• 'I 11 ) ll n F I RST F R. 1 � 11_-II�_ \- _, -. _1: 11 TLrII -- ],- �J li_ L 1711 II JL 1' i - FIRST FLR. _II !i T �_-h \ _ l� 1 - 1=- -�I _�_\ II �CI'L ! L I C�,-1 - i I Y � I'� - 1- L JL � F � ,g Il � JI_� r� III III \I[ 1'I- I I I I '11 I I' 11 1 _ I i � i I- III. 11 , I-.1 11 _ r _t II . il_J- I[-- ,.J1 L-1 Jr r I 1- -� I' -1 = - -L- IL_II II II I_ ±11,1� LJL _ i EL: O 0 'I � 1 k_ I: \ � J ]II II-] `I J[ it 1 II iI li > 1 r r1C >< rt \_l - _ -C I �J�][ 11_ 1� , pG30dL�C�4#o 23-010 Jll !I 1 f 'II li I I n �r -' ( P,..- -I - GRADE = `=1 1 'll >< ii I' 11 _T I. III �I GRADE (VARIES) I�I ,. VARIE( S) 40" HIGH 4x4 POST W/ �� Ah VINYL DECORATIVE EL: -I -2 \ SLEEVE TYP. C�L°QDD ��o PROJECTS 23-0I0 \ 36" HI H CHILD SAFE— EL: -3'-10" DG3LaI0f�lC�#o \ RAILI C PER NYSBG B.O.GELLAIR,6 EL: -6--1" �i OF05 t;� REAR L X AT I ON LEI=7 ELF X A710 SCALE: 1/4" = I'-O" -7 OP 8 EXT. HALL: 7NrF 1 CAL_ N07 5: 2"x4" STUDS @ 16"o.c. (10' HT. @ I5t FLR. 6 Q' HT. @ 2nd FLR) w/ R-ICI IN5UL. SHEATHING: 1/2" MIN. GDX PLYWOOD, EXTEND TO COVER FULL TOP, SOLE d ,..r SILL PLATES. THEN COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR HEADER: EQUAL). VERIFY 51DING/REG2MT5. 8 ALL FIN15H TRIM (AS APPROVED BY MIN. HEADERS: 3-2"x8" AT 2x6 WALLS, AND 2-2"x8" AT 2x4 OWNER). WALL5/PARTITIONS, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF 6-0" AND OVER; SUPPORT w/ DBL. STUDS, cl'-O" AND OVER; SUPPORT ROOFING: w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (A5 SELECTED FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF BY OWNER) OVER 15 LB. FELT $ 1/2" MIN. COX PLYWD. SHEATHING. USE 6 STRUCTURE. NAILS PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. FROM ALL ROOF EDGE5/51REAK5. ALL FASTENERS & FLASHING TO BE auv Q mmmo L%.0.& FASGI A;/ SOFFIT: CORROSION RESISTANT. NOTE: M(MOUMU 1"x6" FASCIA w/ 2"x 5UB-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ Rg05.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. ROOF TIES: COMPLY WITH ASTM D 226, TYPE I OR ASTM D 486G, VER5ATEX TRIMBOARD (or equal) AND/OR TAG WOOD TRIM AS SELECTED. PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/ MIN. 5- 8d NAILS, EACH TYPE 1 $11. Rc105.1.2 ICE BARRIER. AN ICE BARRIER INCLUDE GUTTERS � LEADERS, AS APPROVED BY OWNER. END OF STRAP, AT EACH RAFTER @ 16"o.c. USED TO TIE ROOF RAFTERS TO THAT CONSISTS OF AT LEAST TWO LAYERS OF WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS $ RAFTERS FOR UNDERLAYMENT CEMENTED TOGETHER OR A SELF 6 3�ar1��100��4 SUB—FLOOR: CONNECTION OF TIES. ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER 50LID BLOGKING, GLUE WALL TIES: BE USED IN PLACE OF NORMAL UNDERLAYMENT AND 8 NAIL PLYWOOD TO FLOOR J015T5/FRAMIN0. - (VERIFY 5PEGIFIG EXTEND FOR THE LOWEST EDGES OF ALL ROOF o UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER CONTINUOUS RIDGE SURFACES TO A POINT AT LEAST 24 IN51DE THE SELECTED BY OWNER). LEVEL STUDS ALIGN WITH LOWER LEVEL 5TUD5: TIE STUDS TOGETHER w/ VENT EXTERIOR WALL LINE OF THE BUILDING. TYPICAL SIMP50N C520 STRAPS @ 16 o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. RIM BOARD: (SEE STANDARD DETAILS, DWG. 1). ,� 7�6 T.O.ROOF AT TJI ENGINEERED FLR JOISTS, BY WEYERHAEUSER, iLEVEL; USE MIN. I" e-RIM ---- - - BOARD (or EQUAL) EXCEPT AT PORCH $ DECK NAILERS; USE K" RIM BOARD. SILL/WALL TIES: --- __ - -_ -- _ _ --- -- -- -- _ _ -_- _-- _----- - _ _--- EL: 24'-2" A. NOTE: ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP50N G520, -- - - -- _ _ ___ __.__ _- .._. . __ _ ___- -__-_ -___ _- . _ _ --- _._-_ - ____ �� O VERT. SQUASH BLOCKS (PER J5T.) UNDER ALL BEARING PARTITIONS POSTS. 20 GAGE STEEL STRAPS 16"o.c., GUT TO LENGTH AS REOV. FOR 7-8d -_ - - - Ra05.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL UP OUTSIDE FACE OF - COMPLY WITH ASTM D 226, TYPE I OR ASTM D 486q, WALL, IN LINE w/ 5TUD5. (5EE DETAIL, DWG. 1) ---- - ----- - --- - -- ---- --- --- - -- - --- _- - --_ - --- ---- s^ TYPE I 11. Ra0:5.1.2 ICE BARRIER. AN ICE BARRIER - - -=-- _=_ - - _ --- -- - _------ ---- _ DETEC TORS: 5 `� � THAT GONS15TS OF AT LEAST TWOSMOKE LAYERS OF INCLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH AS PER PORGH COLUMN: ---_ -= =_ - - _ _ --_- __ -_-- - -- - - - -_ --. - -- - - - ___ _ -- _ - -- ARCHITECTURAL UNDERLAYMENT CEMENTED TOGETHER OR A SELF --- -- - - - ---- ---- -- ---- - -------- - -- -- - -- - - - - -- --- ROOF SHINGLES (NOTE: A OPT. 10 x 10 PERMAGA5T, LOAD BEARING COLUMN [MIN. 3000 LB. CAPACITY] -- -__ - - -- __- - - -- _ -_ _-- _- - - - GODS, TO BE HARD-WIRED AND INTERCONNECTED. (N LL ADHERING POLYMER MODIFIED BITUMEN SHEET SHALLBY HB$0 (OR EQUAL) AS SELECTED, VERIFY ALL OPTIONS. - - - ---------------- - ---- --------- ----- - --.--- - ---- ---- -- . -_-- _ _ __. '• ,�; DEVICES MAY NOT BE SHOWN: VERIFY ALL LOCATIONS ON ALL - -- -- - -- --- ----- �. Y. BE USED IN PLACE OF NORMAL UNDERLAYMENT AND -OR- (3)2"x4" B.U. POST, BOXED TO 10"x 10", VERIFY ALL MATERIALS, TRIM, EXTEND FOR THE LOWEST EDGES OF ALL ROOF LEVELS). DETAILS, ETC. PROVIDE TIE-DOWN HARDWARE; TOP TO HDR. $ BOTTOM TO SURFACES TO A POINT AT LEAST 24" INSIDE THE PIER/ANGHOR BOLT AS REOV. - INSTALL GOLUMN/HARDWARE A5 PER MFR. EXTERIOR WALL LINE OF THE BUILDING. TYPICAL SPECS. -- --- - - - _ _- - -- - - - _ - - - - - _ ----------- T.O.H. �D FLR O CONTINUOUS RIDGE 2' �ILI I�I_l�-1�p� �I-��i� �I d_��rllil ��I�rI il�''�I Ili II_� �I! 1 �[ �[ )ail !J .' �,_ �� _I _ . J 1. ii�i i. 2 iv VENT , .I ¶�IJLJ[1 1� i L�i_�� T ,II �1 � JI �_� ❑ _ _T.O.ROOF - 1 � it UM M 13 IJEL 14'-8" TMP J' 11p -�2' -7 r` - � -2 P. IJ- CEDAR PERFECTION i I rll I 5 r I!-,� �I- � J� I� I � 1_ � I�� 1� � Ijll �� I C I ' �� I I --- - - - - - FOR I 1I II � ][� I � I ,I,i. I ',i,l�_ � ��_ LI I r� '❑ � 04 14 23 ISSUED -- -- - - ----- - r �_II_ � � JI � _.�.�.i�~i_ �-�'- � � r I � SHINGL - _- - - I � _ 1 L_. `_r I �I - � � , � I _r� `_ �r GERTINTEED OWNERS REVIEW ------ -- -- - ----- ARCHITECTURAL � �_ --- - -- --- - !I II -r_ � III -� 6-20-25 REVISED PER +� -_-- -- --- --- ___ = _ ---- = - -- - -- -- -'�-lk �,� -I - �r� �l_I' U' � �I .I'I J �, 4 VINYL CORNERS O U - -- - _-- _- - — ROOF SHINGLES � �L_� �I J - - TMb -- b \� ° o III hl I i TYP. OWNER COMMENTS [_ ! - -C ;T 1I rr 2 ffi�Y@l 161Co.0.G. --- --- - ----__-- --_ --- - -- ? '' 2X8 GJ ® I6 O.G. Tit ¢� �6'' _-- - _- - -_----- ---_ — _ -—_ - ---- SECOND FLR. I,:_ _, P, „�,_._1-1� T� = L T_ _ _ ,_� _..I l l: .i.. l I �' �6„ r I SECOND FLR. o C -- - -- --- - -- -- — -- j II _ �J � L I ��!_ � 1 "2+0 .0 r i I T 2X8 RR ® I6" O.G. EL: g'--1 --- --- - - = _= 4 � lr o I _ i_ n it I. =u i L 1` lill 1 • + - - - --- -- - EL 8 7 � �' ' r --- II -II ' I SIDING tlG' li_LIJ 1 I I ��'_ SIDING a T.O.W. IST FL _ Ill. . „ �. ;I �I- IL_Ih-�_ �� ` T.O.W. 1ST FL --- - I -�..I lF II 1 �_ .. I 11 II. I �!. . .� _„'I - I RIGID INSULATION 2X6 GJ @ 16" O. . I„ ILT, R30 SPRAY 1 RIGID INSULATION EL: 7_� J 1' „f - 11 15# BUILDING PAPER EL: 7-7 ! 1/2" OSB 5 EA H NG tt - 1J r-,L - _ RI5 INSUL SPRAY � N�_� f` )-'li_�_,II -)l[ Ill;� i j- r -7 - _ - - _, __ ] R30 SPRA1/2" 05B SHEATHING LVENTED VINYL y ICEDAR PERFECTION ( INSULATIONINSULATION SHINGLES BY l� III RI5 INSUL SPRAYSOFFIT TYP. BETTER HEADER (2) 2XIo PT I O EX. 2x4 STUDS 16 �-II J IL O EX. 2x4 STUDS ® 16" �I FAMILY ROOM O O.G. ❑ GERTINTEED ! _I L- I ' II---_' ��_L T �I-.�I�I I O.G. W/ " X a" STL. PET. JI__ �t I — s T ❑ ❑ 1 j" f it 4X4 PT P05T JI 4 VINYL CORNERS I�_ .._�._ I._ll_ ,I - --I_ . _ .I =-I' - - --�L - 1 7 1- FAMILY ROOM _i �- TYP. -. Ii�.�i TI T_� ❑ ��- -r� i � T 1 COVERED r JJ� ! ❑ �I �L h_ I !� j;� ! PORCH r- I TtiBp46 Th8046 h - ! ' IOXIO COLUMN T J C-r 1I � — ❑ ❑ ! �!I , II_ �I )I ] ! ❑ ❑ � � -!I COVER p I I. _, _ EX. 2X6 FJ TO REMAIN �_ l --,! �! FIRST FLR. JI�_ �i I- il�'I � L �I �� !- I EX. 2X6 FJ TO REMAIN FIRST FLR. Jill N II ii _ L !_ I � �r II 1 11 �_ G .I h I_.II., EL: O'-O" I I f I� i T.I L�. I, _ _. il GRADE -,1 J ll GRADE L. �' - --rlf I,I II (VARIES)) (VARIES) -2 I O EL: EX. 6X X 3 WOOD GIRDER u E X 6 3 W DE OOD GIR R EL. 2 10 UNFINISHED UNFINISHED CELLAR CELLAR \ -I�EXISTING S" B.O.F � L \\ B.O.F EXISTING 8" FOUNDATION WALL EL: -5 -10„ FOUNDATION WALL \\ EL: -5'-I0" AND FOOTING TO AND FOOTING TO \ REMAIN > REMAIN _ 4"X4" TREATED NO. \\ Flcorshea?hem�` POST W/ SIMPSON 'rt'doirmeter -nailed at T m ex. HOG threadod on center to jolt PB44 P05T ANCHOR rod wM nuts with hoodown ON 0" GONG PIER andwachers = Continuous8tashimd (5'-0" BELOW preode),notstcwn GRADE) (TYP) �- ION/ELEVATION �� ®N/ � � ®N o � �o CONTINUOUS RIDGE q�l,ilyl�l 5GALE: 1/4" = I'-O" VENT Flcorjoiat _-° D�:It DTf2 (Solid 2x p0"oict or Y jai:t T.O.ROOF 2x bluchinC) 12 12 EL: 24-2 4" V. THRU ROOF NOTE: Rg05.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL 12[ 12 DTT2z Installed as a lateral Connector for a w O COMPLY WITH ASTM D 226, TYPE I OR ASTM D 486a, For morr House Lateral Load Connection r , For me information on this connection,and v TYPE I ff II. Rc105.1.2 ICE BARRIER. AN ICE BARRIER 0� +gyp installation instructions,see technical bulletin THAT CONSISTS OF AT LEAST TWO LAYERS OF �'� " 4" SOIL T-DECKtATLOAD(availableatwww.strongfie.cmm). �-- UNDERLAYMENT CEMENTED TOGETHER OR A SELF �� 2X4 GT® 32 O.G. 0/ ATTIC r W m ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL - - 6,, MASTER W �/ Z BE USED IN PLACE OF NORMAL UNDERLAYMENT AND +�0 ti 2Xb" GJ I6" o. v Y'v, o BATHROOM Q - EXTEND FOR THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INSIDE THE r<r „ „ EXTERIOR WALL LINE OF THE BUILDING. TYPICAL INSULATION R30 SPRAY `t T.O.W. 2ND FLR I 1 1/2 I 1 1/2 EL: 16-8 LAV. LAV. 2 z W � 12 2XI2 R106E = P. 5101NO W.G. B W O I RIGID INSULATION p 12 ASTER 5TR A " 15# BUILDING PAPER SECOND FLOOR BEDROOM WELL 1/2" OSB SHEATHING O � \� 0* +�0� XIO R® I O.G. RI5 INSUL O ADD 2X4 TOP PLATE (?� EX. 2x4 STUDS ® 16" G.O. 2X4"CT® 52"O.G. @1 O.G. I 4„ 4 F�AROUND ENTIRE Y 2X8" GJ ® I6" O.G;°v", "v 6'' "v'r' �v F 'v�� rrr O LU PERIMETER �0 0 SECOND FLR. + c TYP. 3/4 Td 6 5013-FLOOR , „ 2X8" GJ 16" O.G. EL: 8-7 VENT-� I 4" 501E CL + R30 SPRAY R30 SPRAY INSULATION O INSULATION T.O.W. IST FLIP < Q SIDING II 7/8" TJI 560 I6"oc EL: -1 -7 VENT `�- `'• N BATH I" RIGID INSULATION '� O 15# BUILDING PAPER _ _ ROOM -� ROOM m i BATH � o0 I/2" OSB SHEATHING KITCHEN _ STAIR5 PER Y5BG RI5 INSUL SPRAY ` o EX. 2x4 STUDS @ 16" BREAK ROOM LIVING ROOM T 2' f [� O.G. r E/2" I I/2 I I/2 1 I/2" a 0I2 I SINK 2 ' LAV. o LAV. I F.A.I. -_ - W.G. I DISH EX. 2X6 FJ TO REMAIN FIRST FLR. WASHERG�G30JG�C�4#o 25-010 EL: 0'-0" s+lo ER I 5Ho R RESHGEGK GOMPL I ANGE Ll FIRST FLOOR GRADE - EX. 6X3 WOOD GIRDER (2) 2XI0 GIRDER (VARIES) I INSULATION VALUES SHOWN ON SECTION ARE USED G.O. G.O. FOR RE5GHEGK COMPLIANCE ALL VALUES MEET @Q [I D M' PROJECTS 23-010 EL: —I I MINIMUM REQUIREMENTS 411 411 411 4111 ANDERSEN 400 SERIES WINDOWS TO CONFORM WITH NEW 5" REINFORCE UNFINISHED R510.2 OF THE 2020 IRG WHERE APPLICABLE. � m G O G.O. G.O. VALUE U-FACTOR AND 5HGG USED PER MANUFACTURES GONG. FOUNDATION -_ �WL;IVV�LN�#o -' I SANITARY LINE TO WALL WITH 8" x I'-4" �i EXISTING 8" B.O.F FOOTING TYP. FOUNDATION WALL EL: -5'-10" _ AND FOOTING AL 41 EXISTING ICE BARRIER TO BE INSTALLED MIN 24" INSIDE THE REMAIN SEWER EXTERIOR WALL LINE OF THE BUILDING j XHGI SYSTEM �' J B.O.CELLARS HOUSE TRAP EL: -6'-a" A +HH CELLAR � CT1 ON 'oalm4 ma O Lao mmmq Lfu ao I - ll 1?, tI11T..9�I�'I.JiIIII.11i1 [°' I',L, \ ® '�, ll�l i[a;it f, 'IG'l i G3[JMC G3G7GLaD9a aW g0� � 6�3�0�7��1o0g44 1i f L I I IfT__ 11I1, J" I[r Y J p�l[I 117�d r Ji iIr'ri I �l III�I Cgl_IrT LIF I-E T r; - — _ -- _ -- `r�l I J rJ L�Ir_i Il.`J',I � 1[,I f � - -- �w z if ® ® IT I z w i� rrt t rP "IJp� J rLar f I:' [ I-q �{� �� y� �T J J I J1 7 [I .tl 1,_ I I T T 7 7 l -LLI I [ t 1��L l �C 1 _ r G, i F o �I it TT _IPll r ( I Ig t LT T " i( 9 T I D F O � 1T�T F 1 i q G-T C LU 11 P T. seer sear 1T seer cwy» se"w I seor snr 1 iTTI r W r 1 s p I`.i i i_ r F I N o 1 l T : LLI l'j, [ J f �-Y + 1k-I1J_ 1� II I �'1 � pJ 1, TI u� LT` I Ll Iq Id, l- Iu1, IT 1sR pro F Ff_ I T' I, 61 i7Fh;'i 1 1 qP, s"(l �( I, L I T[ i f Bl [ J _B's ➢ 1 ➢' I��I- R q' _ a" 1T T� �a 1 1 _ T-wIITJIi-lalyli_Jta11_J. ! illJil�li! 91 sT I1 LIll41 1° [ �aql I I:, _l�l'.Ei,TT ', rrI_ [r.s [_ITi- ki te, I➢ ,9 61.1. i& C 19, 11 D- CL / 14'--0" 10'-0" L 10'-0" 14'-0" l �1:1 �IR I��A�1;;I �F L�l A�7�10 I�1 "SCALE: I/8" = I'—O" MOM OM 04-14-25 155UED FOR OWNERS REVIEW 06-20-25 REVISED PER OWNER COMMENTS $r 1 a,r II iI TII � — / — rT "I / = I I-tt 1 'TI p t I F , L (Tu I I FA pTt ITI V P I IG q T' } TI I - 1T I � B 1_ soot 17' N-`P l f s J L[ T� CI I IL,A� { Ili a r ] [,_ ➢� �r9 T �I;F T'�'I,I[ it k, p.[I � �zIT`, T�sI,T _ �,I T� _ d J_'',I'tI.T,J'_T I I ; w T k q itVT�q I iq Tu IR` Il-1 k1 T f J 7lIL�LLIIF [pT1 L- [I_ 1 I_ f T E [J if O ;i I I ITl 9lT l pllTIl t t I�TI11 I IP�ITPYITL P Il I `i1T , IiL :1,9 T1] 11tt,[T LT t I L II i [1 iTglfr I@ PII.IGgI.1-llq I� T1 i PII I [[P -1ti°{ 1G[ 'fY (PI' GIG t 11 Q 62'-0" 144'-11" R15HT ELEVATION_ -------- 1 -_I1.I,LII 1-IG.1 LI I d1 lt,i k l I" l,I'-i_rY ; ,k p1 k 1.11 - - ILL Ig I1T 7T [ y �J z E I I r " � L,1 s 7 -Ei jGL IJII, iI T-IT �il tt1ilq I [II ,GP " LF 0 IL - f ]I [IT I IOf il fU[- -i l i7 f1 9 T IT ITT II Lfl EI[ llR q ?i I t I ll T I slam I J 1 J I I" I [ r_I, 1 J 1 1 1 'i T +l f p T r (� j� n o f1 I IL,pT 1R . TII I - 9J7TIPPII- l .t_9Jq Lc (Y 7 v ) \ w i _ A I_T1T PT I ft R [ [`.�[1 rI 1t_ 'I k➢L -FI rI d. ,`q : o F'i — v wT. Ir_ I T7 I I` rr� I[ I '1 1 I ., ' , u I�� i�I 1 11 B T I f �l t Iq[ ;I,1-r Ll.r " lei `,'o I r^� LU 62'-0" — ks) Q Q Q- < o POPC)5t;� LEFT LVA7 1 O o O- SCALE: 1/8" = 1'-0" mFq a a 0 [� pG°30JCC�4#o 25-010 @MID IMF 78 PROJECTS 25-010 mmu LI as 8 Of a