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HomeMy WebLinkAbout50475-Z ho4�pf SOpryO<o Town of Southold * * P.O. Box 1179 �d 53095 Main Rd U Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46810 Date: 01/23/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2045 Willow Dr East Marion, NY 11939 SecBlock/Lot: 22.-5-2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/20/2024 Pursuant to which Building Permit No. 50475 and dated: 03/25/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with an unfinished basement, covered front porch, and attached garage as applied for. The certificate is issued to: Modem Age Home Bldrs LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1548 9/17/2025' ELECTRICAL CERTIFICATE: 50475 1/15/2026 PLUMBERS CERTIFICATION: T F Enterprises 9/23/ 025 V. utho a Si ature t of Sao ryo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50475 Date: 03/25/2024 Permission is hereby granted to: Modern Age Home Bldrs LLC 3080 Rt 112 Ste C Medford, NY 11763 To: Construct a new single-family dwelling with HVAC system as applied for per SCHD approvals. en a attached ce. IV Premises Located at: 2045 Willow Dr, East Marion, NY 11939 J7 SCTM#22.-5-2 Pursuant to application dated 02/20/2024 and approved by the Building Inspector. To expire on 09/24/2025. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING , ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION , INSULATION, ELECTRICAL-FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,026.00 CO-NEW DWELLING $100.00 Amendment Fee $0 Total $3,126.00 wilding Inspector os°F c TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "oy • ��� 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#: 50476 Date: 3/25/2024 Permission is hereby granted to: Moraitis, Simone 6 Blenheim Dr Manhasset, NY 11030 To: Construct a new single-family dwelling with HVAC system as applied for per SCHD approvals. At premises located at: 2045 Willow Dr, East Marion SCTM # 473889 Sec/Block/Lot# 22.-5-2 Pursuant to application dated 2/20/2024 and approved by the Building Inspector. To expire on 9/24/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,026.00 CO-NEW DWELLING $100.00 Total: $3,126.00 Building Inspector pF SOUjy�l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road G Q P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Simone Moraitis Address: 2045 Willow Dr city: East Marion St: NY zip: 11939 Building Permit#: 50475 Section: 22 Block: 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: PUCCio Electric License No: 4806ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage ix I Dock INVENTORY Service 1 ph X In-wall Heater Recpt 72 Ceiling Fixtures 18 Smoke Detectors 4 Pump Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 6 CO Detectors Heater Main Panel 200 A/C Condenser 2 Single Recpt RecessdFixtures 78 Combo Smoke/CO 5 Transformer Sub Panel 100 A/C Blower 2 Range Recpt Dual Ceiling Fan Heat Detectors 1 Salt Gen Transfer Switch Mini Split Dryer Recpt Gas UC Lights Fridge 1 AutoCover ARC 11 Blower Heads Switches 63 Pucks Lights Dishwasher 1 Mini Fridge 1 GFI 1 SepticDisconnect 1 Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI 15 ERV 1 Exit Lights Bath Exhaust Hood 1 Dehumidifier Other Equipment: 200A Panel 40 Circuit, 100A Sub Panel 24 Circuit Notes: Two Story House w/ Unfinished Basement Inspector Signature: Date: January 15, 2026 �oSUFFoc�-�o , Town Hall Annex aZ� Gy Telephone(631)765-1802 54375 Main Road P.O. Box 1179 ' Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 'CERTIFICATION Date: I — ' I Ff' VEr`z'� Building Permit No. �'j Owner: OCT — 3 2025 IJU (Please print) Building r-In-PIrtm- ent Plumber: , (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -A (Plumbers Signature). Sworn to before me this i day of 0 , 20 D ��``4�NE•B�kO N YAK Notary Public, Count y Z•t••�N!`p1BUp01006 •'c` 1 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 2045 Willow Dr,East Marion,NY 11939 Test Date 5/28/2025 Building Permit#: D E C E � U F o pliance Pathway Performance Test Completed by : Chistopher Silvia NET Rater ID# 4150294 Home Energy Solutions S E P 2 3 2025 NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 Building Department BPI# 631-673-0664 Town of Southold Building Envelope Tightness Volume Calculation : Check if. Floor Area Volume ❑J Conditioned Basement Basement 1456 13832 ❑ Conditioned Crawl Space 1St 1456 13104 0 Sealed Attic 2nd 1330 19826 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI 765,except that conditioned floor Attic 1254 arp&Trrudle areas here the ceiling height is less than 5 Total Volume 48016 CFM @50 pa 1127.1 Air changes/hr@5 1.41 Code Compliance: Pass Duct Tightness: -Post Construction - otal Duct Leakage System-1: Within Condition Space Duct Location Conditioned Sjace . Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: Duct Location Floor Area- Leakage CFM @ 25pa CFMI100 ft2 CFA� Code Compliance: i System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA� Code Compliance: All building envelope tightness has been verified and conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended by the 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: ,�` -%' �--� Date: 5/28/2025 Christopher Silvia,Home Energy Solutions OE SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. �ycourm a 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 (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I -a,(,,,, �0 UI Cotlt I J)A on fe-ovl<41 C� aG o .pov- at,I)A(L oe F-r'c&k,led SU i-V np r210� I 5`22 2� .L 014 k, DATE ra INSPECTOR OF SOUTh°� TOWN OF SOUTHOLD BUILDING DEPT. IoU�m,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ wl 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: oa, 5jVAFt2l r �iOU(.IPi DATE INSPECTOR OF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ,�041:(INSPEC ON [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ]. UNDATION 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: f� Ih Iry y 604- WAII-I.- 0 DATE ?' INSPECT0. pf soUly°�o <-2— ��i �C� LA c ii * # TOWN OF SOUTHOLD BUILDING DEPT. lou 1 631-765-1802 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) ODE VIOL [ ] PRE C/O [ ] RENTAL REMARKS: � . C— f DATE INSPECTOR pF SOpl �� y 7 S- /j 0 � ✓ V /�� Q TOWN OF.SOUTHOLD BUILDING DEPT. c0@m,��''io 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 [ j FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e die 1 nba Snn9 Le?J f6offi Q i)e r GIA j- q/ag, a �. DATE INSPECTOR cc OF 50(/Th� 50' 7er # • # TOWN .OF SOUTHOLD-BUILDING DEPT. cou �i 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: ", 4p !2G V I t�o> we= 94 40-4- si) ON, %L a k - d�v 6oJ t2. DATE n7• ��•a` INSPECTOR pF SOGT }� - # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�ou►m��''�� 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: ro U l DATE d INSPECTOR ' pF SOUIyOIo TOWN OF SOUTHOL-D BUILDING DEPT. C'oorm, 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/REBAR [ ] 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: !�PDaAn-- qx, (4t,�,A Vr- #wit, s—wwj /07 DATE INSPECTOR �o�,aoe sooryolo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [XIRO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L lk� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -- /o�� DATE INSPECTOR pF souryo� `i # TOWN OF SOUTHOLD BUILDING DEPT. e ��y000rm��'a� 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: �'w'a DATE S 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 Load Short Form Job: 2045 Willow Drive 91 LA)�1 [ li N ):.fz G 1' Date: 1/9/2024 sot.0 rt;,�s -M—, 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 Information For: 2045 Willow Drive, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 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 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0-cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU1-1ST FLOOR 1456 20199 15798 800 800 AHU2-2ND FLOOR 1491 28499 15280 800 800 Entire House 2947 48697 29874 1600 1600 Other equip loads 6810 958 Equip. @ 1.00 RSM 30832 Latent cooling 6681 TOTALS I 2947 I 55507 I 37513 I 1600 I 16b0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vwr19hty*ft 2024-Jan-1513:35:06 Right-Suite®Universal 2023 23.0.01 RSU20822 Page 1 'IlecA ...\2045 Willow Ddve\2045 Willow Drive ManJSD.rup Calc=MJ8 House Front faces:SE 1.1 L Ii N E R G Y Load Short Form Job: 2045 Willow Drive a'r I x s Date: 1/9/2024 K AHW A ST 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 Information For: 2045 Willow Drive, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model ML193UH045XE36B` Cond ML14XClS024-230A** AHRI ref 202568878 Coil CX35-36B+ML193UH045XE36B*+TDR AHRI ref 202895976 Efficiency 93 AFUE Efficiency 13.0 EER2,15.4 SEER2 Heating input 44000 Btuh Sensible cooling 16800 Btuh Heating output 42000 Btuh Latent cooling 7200 Btuh Temperature rise 48 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) FOYER 297 3119 741 124 38 PANTRY 36 0 0 0 0 MUDROOM 54 1844 713 73 36 KITCHEN 194 2856 2883 113 146 LIVING/DINING 372 5158 6091 204 308 BATH 1 114 2065 734 82 37 POWDER 42 857 195 34 10 LAUNDRY 63 468 833 19 42 BEDROOM 1 247 3832 3607 152 183 WIC 1 38 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti %Vrigh1uQft- 2024-Jan-1513:35:06 Right-Suite®Universal 202323.0.01 RSU20822 Page ACa ...\2045 Willow Drive\2045 Willow Drive ManJSD.rup Calc=MJ8 House Front faces:SE i AHU1 A ST FLOOR 1456 20199 15798 800 800 Other equip loads 3656 1511 Equip.@ 1.00 RSM 17309 Latent cooling 4414 TOTALS I 1456 I 23855 I 21723 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W f ightsoft 2024Jan-15 13:35:06 ,�+� k,.,.,, ,. ,M ,,,, —, Right-Suite®Universal202323.0.01 RSU20822 Page Jh�M ...12045 Willow Drive�2045 Willow Drive ManJSD.rup Calc=MJB House Front faces:SE I I'e M L li N I-1 It y Load Short Form Job: 2045 Willow Drive Date- 1/9/2024 ` ' "` ` ' AHU2-2ND 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: 2045 Willow Drive, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD ff) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model ML193UH045XE36B-* Cond ML14XClS024-230A** AHRI ref 202568878 Coil CH23-31+ML193UH045XE36B*+TDR+TXV AHRI ref 202897059 Efficiency 93 AFUE Efficiency 12.0 EER2,13.8 SEER2 Heating input 44000 Btuh Sensible cooling 16100 Btuh Heating output 42000 Btuh Latent cooling 6900 Btuh Temperature rise 48 °F Total cooling 23000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) WC 2 42 1198 571 34 30 BATH 2 75 1402 1020 39 53 BEDROOM 2 182 5008 2867 141 150 WIC 3 25 0 0 0 0 BATH 4 139 2890 1257 81 66 BEDROOM 4 234 3778 2649 106 139 BATH 3 65 1248 687 35 36 BEDROOM 3 327 6239 2755 175 144 SITTING/OTB 402 6735 3474 189 182 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t vwrights0ft« 2024-Jan-1513:35:06 �. ,„ Right-Suite®Universal202323.0.01 RSU20822 Page Cr i ...�2045 Willow Dnvevo45 Willow Drive ManJSD.rup Calc=MJ8 House Front faces:SE AHU2-2ND FLOOR 1491 28499 15280 800 800 Other equip loads 3154 1399 Equip. @ 1.00 RSM 16679 Latent cooling 4230 TOTALS I 1491 I 31653 I 20909 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rightsoft, 2024-Jan-1513:35:06 Right-Suite®Universal 2023 23.0.01 RSU20822 Page 5 ACM ...\2045 Willow DOve\2045 Willow Drive ManJSD.rup Calc=MJ8 House Front faces:SE Basement _ A4echarticalt.egertd 8" shael Metal Supply fruak - II. Sheet Metal Returc Trunk 8. Flex Dust ----------- - - --- - Supply WlelRegister ..._;_ MECH.ROOM QtieletRegistee Abaue a Wall Drillaegister 8" 18x8 I0x8 _ 22.7 6" 6" 5" 8x8 6" 7" BASEMENT 4" 6" MECH.ROOM Job#: 2045 Willow Drive Home Energy Solutions Scale: 1 : 107 Performed by Jonathan Vasquez for: Page 1 187 E Main St RightSuite®Universal 2023 2045 Willow Drive Huntington,NY 11743 23.0.01 RSU20822 East Marion,NY 11939 Phone:631-673-0664 2024-Jan-15 13:35:14 home-energysolutions.com gdlamay3@gmail.com ...ive\2045 Willow Drive ManJSD.rup 1 r� 1st Floor 154 cfm CM 146 cfmy KITCHEN Atedianical B.egeraP I Sheet Metal Supply Trunk sheet MetalReIUfOfruo& Flex Ducl LIVING/DINING Supply Gdile(Register GMIQAagislet Above _a z-A Mill Grtllef'Register 154 cfm PANTRY MUDROOM 73 cfm 91 cfm® Boo cfm ®42 cfm LAUNDRY 91�cfm BEDROOM 1 FOYER WIC 1 124 cfm GARAGE ® POWDER 82 cfm BATH 1 34 cfm® 7AHUI-ISTFLOOR Job#: 2045 Willow Drive Home Energy Solutions Scale: 1 : 107 Performed by Jonathan Vasquez for: Page 2 187 E Main St Right-Suite®Universal 2023 2045 Willow Drive Huntington,NY 11743 23.0.01 RSU20822 East Marion,NY 11939 Phone:631-673-0664 2024-Jan-15 13:35:15 home-energysolutions.com gdlamay3@gmail.com ...ive\2045 Willow Drive ManJSD.rup, 2nd Floor BEDROOM 4 139 cfm BATH 4 81 cfm • Mechanical B.egelwt 6" ('- -- Shoat MetalSupplyTmnk C 3 l; - Sheet Metal Return Trunk Flex DuG Supply QilletRegister =c_ Rnlleftisteshbove - --t �a Mali trille(Register 0 800 cfm BEDROOM 2 axlo loxlo axlo BATHS 6„ 6" 4•t1'36 cf. 5" 95 cfm _ _ 95 cfm 8" 150 cfm t t 8" I l 41175 cfm 53 cfm 34 cfm 4- WIC 2 BATH 2 SITTING/OTB BEDROOM 3 AHU2-2ND FLOOR Job#: 2045 Willow Drive Home Energy Solutions Scale: 1 : 107 Performed by Jonathan Vasquez for: Page 3 187 E Main St RightSuite@ Universal 2023 2045 Willow Drive Huntington,NY 11743 23.0.01 RSU20822 East Marion,NY 11939 Phone:631-673-0664 2024-Jan-15 13:35:15 home-energysolutions.com gdlamay3@gmail.com ive\2045 Willow Drive ManJSD.rup Manual S Compliance Report Job: 2045 Willow Drive 1-1'�NM L l:ti i 4t C:1' p p Date: 1/9/2024 AHU1-1 ST 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: 2045 Willow Drive, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 17309 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.2°F Latent gain: 4414 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 21723 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: ML14XC1S024-230A**+CX35-36B+ML193UH045XE36B*+TDR Actual airflow: 800 cfm Sensible capacity: 20530 Btuh 119'/6 of load Latent capacity: 5140 Btuh 116/6 of load Total capacity: 25670 Btuh 118%of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 23855 Btuh Entering coil DB: 67.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: ML193UH045XE36B-* Actual airflow: 800 cfm Output capacity: 42000 Btuh 176%of load Temp. rise: 48 °F Meets all requirements of ACCA Manual S. t I—9 lgh�aQ ft" 2024-Jan-15 13:35:06 ,. ., Right-Suite®Universal 2023 23.0.01 RSU20622 page 1 ...U045 Willow DriveX2045 Willow Drive ManJSD.rup Calc=MJB House Front faces:SE Manual S Compliance Report Job: 2045WillowDrive t� �� I r: t:Et c e p p Date: IM2024 so i.ur16N,S ,•-=-ati- =_ AHU2-2ND 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: 2045 Willow Drive, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 16679 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.2°F Latent gain: 4230 Btuh Entering coil WB: 64.0'F Indoor design DB: 75.0°F Total gain: 20909 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: ML14XC1S024-230A**+CH23-31+ML193UH045XE36B*+TDR+TXV Actual airflow: 800 cfm Sensible capacity: 18170 Btuh 109%of load Latent capacity: 5440 Btuh 129%of load Total capacity: 23610 Btuh 11,T/o of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 31653 Btuh Entering coil DB: 67.TF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: ML193UH045XE36B-* Actual airflow: 800 cfm Output capacity: 42000 Btuh 133%of load Temp. rise: 48 °F Meets all requirements of ACCA Manual S. - * wr'1ightsaft- 2024-Jan-1513:35:06 r Right-Suite@ Universal 2023 23.0.01 RSU20822 Paget i ...\2045 Willow Drive\2045 Willow Drive ManJSD.rup Calc=MJB House Front faces:SE 11 a XI G L N t R G y Duct System Summary Job: 2045 Willow Drive S I I u �.10\: Date: 1/9/2024 �. 4 AHW A ST 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: 2045 Willow Drive, East Marion, NY 11939 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.27 in H2O 0.30 in H2O Available static pressure 0.43 in H2O 0.40 in H2O Supply/return available pressure 0.344/0.086 in H2O 0.320/0.080 in H2O Lowest friction rate 0.102 in/100ft 0.095 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 422 ft SupplyDetai,l Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 1 h 2065 82 37 0.102 6.0 Ox 0 VIFx 63.0 275.0 st2B BEDROOM 1 c 1803 76 91 0.100 6.0 Ox 0 VIFx 39.0 280.0 st213 BEDROOM 1-A c 1803 76 91 0.103 6.0 Ox 0 VIFx 50.8 260.0 st2B FOYER h 3119 124 38 0.161 7.0 Ox 0 VIFx 33.5 180.0 st2 KITCHEN c 2883 113 146 0.137 8.0 Ox 0 VIFx 18.1 215.0 st2 LAUNDRY c 833 19 42 0.118 5.0 Ox 0 VIFx 32.5 240.0 st2A LIVING/DINING c 3046 102 154 0.134 8.0 Ox0 VIFx 28.5 210.0 st2A LIVING/DINING-A c 3046 102 154 0.147 8.0 Ox 0 VIFx 28.5 190.0 st2 MUDROOM h 1844 73 36 0.158 6.0 Ox 0 VIFx 8.7 210.0 st2 POWDER h 857 34 10 0.114 4.0 Ox 0 VIFx 52.0 250.0 st2A Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 800 800 0.095 800 12.6 8 x 18 ShtMetl st2A Peak AVF 388 426 0.095 767 12.6 8 x 10 ShtMetl st2 st26 Peak AVF 234 220 0.102 525 12.6 8 x 8 ShtMetl st2A .ytV vwr119111k$6 ft- 2024-Jan-1513:35:06 r , ,.—- Right-Suite®Universal202323.0.01 RSU20822 Page i1 ...\2045 Willow Drive\2045 Willow Drive ManJSD.rup Calc=MJ8 House Front faces:SE r DetailReturn Branch Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 ox0 800 800 84.0 0.095 655 12.6 8x 22 ShMt t�t9°ights ft- 2024-Jan-1513:35:06 Right-Suite®Universal202323.0.01 RSU20822 Paget ...\2045 Willow Drive\2045 Willow Drive ManJSD.rup Calc=MJB House Front faces:SE IIOfu'M E li N I RGY Duct System Summary Job: 2045WillowDrive .10\s Date: 1/912024{ �,_t AHU2-2ND 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: 2045 Willow Drive, East Marion, NY 11939 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.371 /0.109 in H2O 0.371 /0.109 in H2O Lowest friction rate 0.137 in/100ft 0.137 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 350 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 2 c 1020 39 53 0.141 5.0 Ox 0 VIFx 27.0 235.0 st3A BATH 3 c 687 35 36 0.146 4.0 Ox 0 VIFx 24.5 230.0 st4 BATH 4 h 2890 81 66 0.171 6.0 Ox 0 VIFx 16.8 200.0 st4 BEDROOM 2 c 2867 141 150 0.144 8.0 Ox 0 VIFx 37.5 220.0 st3A BEDROOM 3 h 6239 175 144 0.142 8.0 Ox 0 VIFx 26.3 235.0 st4 BEDROOM 4 c 2649 106 139 0.171 7.0 Ox 0 VIFx 27.3 190.0 st3 SITTING/OTB h 3368 95 91 0.143 6.0 Ox0 VIFx 19.8 240.0 st3A SITTING/OTB-A h 3368 95 91 0.176 6.0 Ox 0 VIFx 10.0 200.0 st3 WC 2 h 1198 34 30 0.137 4.0 Ox 0 VIFx 40.0 230.0 st3A SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4 Peak AVF 291 246 0.142 524 8.1 10 x 8 ShtMetl st1 st3A Peak AVF 308 324 0.137 584 10.2 10 x 8 ShtMetl st3 st3 Peak AVF 509 554 0.137 798 10.2 10 x 10 ShtMetl st1 st1 Peak AVF 800 800 0.137 823 11.8 10 x 14 ShtMetl t Ad- wirilghtsott" 2024-Jan-1513:35:06 ,, ,• .. K ., Right-Suite®Universal202323.0.01 RSU20822 Page RUN ...\2045 Willow Drivet2045 Willow Drive ManJSD.rup Calc=MJ8 House Front faces:SE TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 800 800 79.8 0.137 573 16.0 Ox 0 VIFx ti fdNe ightso " 2024-Jan-1513:35:06 ,.,,,...,,.,.,,,<,.., ' Right-Suite(E)Universal 2023 23.0.01 RSU20822 Page 4 tfvC� ...\2045 Willow DriveX2045 Willow Drive ManJSD.rup Calc=MJ8 House Front faces:SE e FIELD INSPECTION REPORT DATE COMMENTS 14 ns 4 We ui J.-_ o FOUNDATION (IST) ----------- ---�---------- need O9, tO P9a i • A. cs V, . FOUNDATION (2ND) t� ' O •��a BR i �Ji�. Go,/ o ROUGH FRAMING& y PLUMBING c► 7400 lzevlse 9CSGl��, has-4t en INSULATION PER N.Y. /�2S�x,/�8,� � S A�i�t • ✓e,�C,r C,-, STATE ENERGY CODE /!SU 7drJ V C�/�/L/ 01L. 0,k_ GO✓lg• �s Moe +- s ca+- FINAL 'ooA4r- * c ADDITIONAL COMMENTS 0 0G Qqy D-70 2 3 s-.�a- 2-4 - -Found 10 -- - �• 4 d $16 fec # lAigm elffjne- 5� e�. .� Z -d -a5 sec' cQ n (6b } �i n _�c.�� � ��- g5►2 � Hie - 3-a5 Amerro�d fa co�,ver�AM -� hal�c��iv� �arA P41, rc��n v o —r\o - goit l �, , �. u � �.. z 9u . x � d �b cl�j H TOWN OF SOUTHOLD-BUILDING DEPARTMENT "Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY H971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 httl)s:,/w\,-��",S Llti101citownn�`.L'C)V Date Received APPUCATION FOR BMWING PERMIT \ For Office Use Only PERMIT NO. 50 Building Inspector: F E B 2 0 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization ``form(Page 2)shall be completed_ Date: OWNER(S)OF PROPERTY: Name, V OC �- t'oMe l u;11cerS �JZ SCTM #1000- r, 5 Project Address: rJ r,l O LA) OLS tAox- Phone#: l�3 _ 7&7 F-0 7 Email "� (Y10c�enn ►1D�lY)2�1Ai�Mailing Address:Address: -20, e e 7 3 CONTACT PERSON: Name J c no ed'-}-gin� `` SAY 1 CAS Mailing Address: N • p I`�-� S ( Y 1 1-7(P Phone#: W3 _4a Email: k OO {hAaI• ta DESIGN PROFESSIONAL INFORMATION: Nam • ` �0 Mailing Address: S12- C4 1915.?— Phone#: �(o _021 _ Email: CONTRACTOR INFORMATION: Name: Pe-�-r✓ Lt'- Q-t. st-, Mailing Address: v �,9 74/ Phone#: 531 , 7& 7'-Ll,?D7 Email: ?'ef@ o9ba i, .2 Nw-btt �Qr! DESCRIPTION OF PROPOSED CONSTRUCTION - �rapc)3ed 5z C b && Q�\L, '�Aew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Proje t: ❑Other $ C2 50' goo - 0 Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? ❑Yes'XNo aa' PROPERTY INFORMATION Existing use of property: a*\-+ Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to I in this property? OYes"Vo IF YES,PROVIDE A COPY. &"Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by. Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to compty wlth all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors an premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(print name): Jennifer Leeds @Authorriized Agent ®Owner LL Signature of Applicant: \_� Date: ��J — '7-i STATE OF NEW YORK) SS: COUNTY OF Jennifer Leeds being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ����®t%1IN.E 5 day of �CL 0 GZ.V_�� 20 r�/ C :� $rA 'sego Nota Public e0: ® JQq� tiQ //'��%S'O• NM..•b\ ; PROPERTY OWNER AUTHORIZATION o`er (Where the applicant is not the owner) i��foe� Modern Age Home Builders LLC residing at 3080 Route 112, Suite C, Medford 1, NY 1 q 1 763 do hereby authorize Jennifer Leeds to apply on my behalf to the Town of Southold Building Department for approval as described herein, Owner's Signature Date Modem Age Home Builders LLC,Peter Bukowskt Print Owner's Name . 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) MOcL"rn I, k-to cre ►31�1� cr s 1_1_C_ residing at 309-0 f I I (Print property owner's name) (Mailing Address) R-ed- ,-CL tJy 11-1 Cp3 do hereby authorize c7nnct I �� �k e� . (Agent) d-k o .CowesIy Cd .15- IDl i i to apply on my behalf to the Southold Building Department. (O er's Signature) (Date) (Print ner's Name) E C E V E AUG - 6 2024 BUILDING DEPARTMENT-Electri Inspector TOWN OF SOUTHOLD Building Depa�rnent N x Town Hall Annex- 54375 Main Road - PO $9Xd$,79outhold ^+ Southold, New York 11971-0959 *A Telephone apt Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cb-southoldtownny.gov - seand(cb-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:111 Q5, a Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 ®I request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: MDAPrnt Address: r Cross Street: C Q Phone No.: I- 5 — t9 BIdg.Permit#: Bjo y r7S or !— email:l Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): flew House dv-feA I my /a00 A LICa Sey v�tce�/ POp Square Footage: Circle All That Apply: Is job ready for inspection?: Rf YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: 7 YES❑NO Issued On Temp Information: (All information required) Service Size�riPh❑3 Ph Size: Q Do A #Meters Old Meter# _ Ev(New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect�Underground❑Overhead #Underground Laterals Vrl FJ2 H Frame Pole Work done on Service? Y N Additional Information: �lle,ed Temp p i - har)K I ou ! PAYMENT DUE WITH APPLICATION Vt i "_!CUNTMCTINC INC. _._.....-.. _.. �..._.._..---.- V � 21 Frowein Road Center Moriches NY 11934 y --- - ----- _ .---_- A 631-874-2098 info@puccioelectriccorp.com A. Job Name& ]v5 //C� 1 �--, �/ Address t7' (.'�.1 (` � �-�'S /�� /� � V Qty POOL/Spa p� AC UNITS Pool Lights SEPTIC LINE 1 Switches EXHAUST FAN 1CF0ey ��`-S � Puma FAN SPEED CONTROL Outlets CEILING FANS CFI's HI HATS Timer LIGHTS \..J Breaker(s) OUTDOOR LIGHTS Sub Panel SMOKE DETECTORS Bondins SMOKE/CO COMBOS . HEAT DETECTORS OUTLETS GFI's �D DISH WASHER SWITCHES ---'r FIREPLACE Gas Electric *Please circle one* STOVE as ectr:` *Please circle one* DRYER Gas (flectric *Please circle one* WASHER PANEL /�,I G �0 AMP foDlt' l GFIBREAKERS ARC FAULT BREAKERS 5 DUAL FUNCTION BREAKERS TOTAL BREAKERS L f+ BREAKERS USED �o�osuFFoc�r��o y` BUILDING DEPARTMENT-Electrical Inspector ca z TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 o*441 Telephone (631) 765-1802 Temporary Certificate # Date &Aust L 2024 Customer Name 1�yjaMr% Aqt HAMO 6LIb&M Electrician Name e -MC Atp Address W %y Phone ( 81 e-mail le-mail Phone i6os 1 64> It License# 49dG -LAFE Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is from the clat above. Authorized by ` cb� E C E V E D AUG - 6 2024 ,;r SUfFO(,� ti BUILDING PARTMENT-Electri I nspector ?, TOWN OF SOUTHOLD Building®eoartment > H i �� Town Hall Annex- 54375 Main Road - PO Boxil$179outhold o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny gov -- seand(Dsoutholdtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:J 1 o3, anLl Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098W11 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: ip- •i Address: nlAr o Cross Street: C p Phone No.: I- — L9 0 Bldg.Permit#: 5-()4 r7S email:I ' Lo Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): toe +i(Xu Se d t,211 my Circle All That Apply: Square Footage: Is job ready for inspection?: ZYESONO Rough in Final Do you need a Temp Certificate?: YES❑ NO Issued On TGIih 40 eyoAkud alfdmk ` Temp Information: (All information required) Service Size 1 Ph 03 Ph Size: ,Roo__A # Meters Old Meter# [ New Service0 Fire ReconnectOFlood ReconnectOService Reconnect®Underground QOverhead # Underground Laterals V1 F12 D H Frame Pole Work done on Service? DY N Additional Information: �Jt,°d Temp -P 1 -Tha-n K I ou. PAYMENT DUE WITH APPLICATION 3ERMIT# Address: ;witches Dutlets 3 F I's >u rface sconces I H's JC Lts Fridge HW POOL _ -ans Mini Fr.i W/D 0 Panel II Pump Exhaust Oven a,) P�Sump Heater Trnsfmr imokes DW ( Generator Salt Gen. �arbon Micro I GrbDis Water Bond Lights -feat Pucks ERV nst Hot DeHum Transfer HOT TUB/SPA Disc :ombo Cooktop Minisplit� Blower %C AH Hood Blower iervice Amps Have Used iub Amps Have Used :omments apt U''FOZ Town Hall Annex �+ � Telephone(631)765-1802 54375 Main Road •a ,; Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 .� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE'CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: \ ! s J a o a Owner: M0,Aecn -7k-qe 1�me L�� LLC— Location of Property: =;ZQL)S W i 11 l �G OAS�- I Y r i alc) Please take notice that the (check applicable line): ✓ New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓ _ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): �_t -e Capacity(check applicable line): X -C- Owner Owner representative TrussReg15.docx Effective 1/1/2015 Leeds Expediting Services 28 North Country Road, Suite lol Mount Sinai, New York n766 Office 631-509-4248/ Cell 631-897-2684 jenniferLeeds0255@gmail.com February 14,2024' Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold,NY 11971 Re: 2045 Willow Drive, East Marion SCTM# 1000-22-5-2 Dear Reviewer: Enclosed you will find an application for new residential construction at the above- mentioned location. The following are enclosed for your review: • Building Permit Application for a proposed new single-family dwelling with owner authorization form.ws • Consent to Inspect form. • Application for Certificate of Occupancy • Application for construction of a Septic Tank with a check made payable to the Southold Town Clerk for$10.00. • Truss form • Proof of Workers Compensation,Disability and Liability Insurance • Storm Water Management Work Sheet with 2 copies of the plans • Suffolk County Department of Health Services Permit#R-23-1548 • Survey of Property • 4 sets of Construction Plans with energy compliance/RES check • Check made payable to the Town of Southold for $250.00. If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, J nnifer L e Leeds Expediting Services 28 North Country Road, Suite ioi Mount Sinai, New York n766 Office 631-509-4248 / Cell 631-897-2684 jenniferLeedS0255@gmail.com September 18, 2025 Ms. Connie Bunch Town of Southold Building Department n Town Hall ll 54375 NYS Route 25 Southold,NY 11971 SEP 2 3 2025 Re: Request for Certificate of Occupancy E3�a99dB�ag �e�aP$01e0t 2045 Willow Drive,East Marion �ildi r f epartSouth0ac9 SCTM# 1000-22-5-2 Permit# 50475 Dear Connie: Enclosed are three copies of the final as-built survey, final approval from SCDHS, and Energy Star documents. If you require any additional information or have any questions regarding this application,please do not hesitate to call or email me. Yours very truly, ji S fer Lee s Leeds Expediting Services 28 North Country Road, Suite ioi Mount Sinai, New York n766 Office 631-509-4248 / Cell 631-897-2684 jenniferLeeds0255@gmail.com September 29,2025 Ms. Connie Bunch Town of Southold Building Department. Town Hall 54375 NYS Route 25 Southold,NY 11971 Re: Request for Certificate of Occupancy 2045 Willow Drive, East Marion SCTM# 1000-22-5-2 Permit# 50475 Dear Connie: Enclosed is the plumbing certification. The property owner will address all other items on the inspection checklist. If you require any additional information or have any questions regarding this application,please do not hesitate to call or email me. Yours very truly, &ennifer L ds e 'OCT - 3 ,2025 Building H epn,-rfmnnt / Leeds Expediting Services 28 North Country Road, Suite ioi Mount Sinai, New York 11766 Office 631-509-4248/ Cell 631-897-2684 jenniferLeeds0255@gmail.com September 30, 2025 Connie Bunch Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold,NY 11971 Re: 2045 Willow Street, East Marion SCTM# 1000-22-5-2 Permit# 50475 Dear Connie: The owner of this property would like to amend the building permit to convert the attached garage to a living room. I am enclosing four sets of garage conversion plans for your review. If you require any additional information or have any questions regarding this application,please do not hesitate to call or email me. Yours very truly, tnnifer L eds OCT 9 2025 � 131jildh-tCg D-epar«r—,p`-jt Town is v2=19092175, 1/A gVr91hW&jATIO4 5rA I.The bfdkr mml bd a amen! YbstO Lkaee p,rr+m!b I.Imeoll VA OYRS sink yrnrdvg to IvvraMerbt_ �a'� TO,.� E 1 EXIST. Shcoik( ty Lode Ll,NNter 569, klo YII 15opbe Ir,davy roceneraModom rAlle amlomnb9 wM Nees etadad.All �iCY7-f y� tglfORIN6 Bu.waSevi r ro9c LaOdy vepDrGrord of t�>or, cgPl4dllo rocammerNotlw proNdee by the moruladrer&hail ve x+ WEL.I.S Q Lko trq aril Garisaner MfaYn,pxeuaR fa EWrolk Oc.mty Cccb NplemonWd. �i,� �V�"�i gsbs-T4.Tib o+ttbor.Lkertf and Lmwmer Arfalro r-� ` Q mobHob a Ibt IkI mod I/A OWf5 MOINmmca Provbas. 2 The I/A OWiS tank YwU b&betailad d bwl N all C eeeba (WN o,rodmr„w�ame b ory a ebn ar•r&,a 5u Y,dd m 2.All I/A OWT5-t be r'ogl tines wM W DepaNknt b mmo,sen 311,w H,Idc bad of pr 14-1 111tl old corrpoctee sad rS� , Jca ocamd_wN Mtkb 19 0/tin SWlolk Coady'santtay Lode (fro-Iran_w a Poo gravel. � F � ff'' �:ccc,��� �r t �8•�. C7 pr»to the D po, en!graevg eertllkaHor,o!earybeed ypLb b� Q Y LV Wdtbn m'm Wilt° ban. S.VA OViTS Tmks smH be ovbetl WN o s b ovtleL A * ty - p dbtravtlan box enoreble a Gletreadbn lead+kg evuktwe mey be yT't 1 t� /6 G CD 9.M exewfOd Opaatbn mtl FbNlmmce LentrOct W Ween 7ro rm3vbee/ar-tl ey0lmr>NM r,vilpb bWYg s�xhr'oe wbu m ,+ _ �J t • - tj � 7.i]' C' O WNtmmC-RavWr ad Prop t b e ftted W lh1 ItermOtNe destcyi b approved N)ft D-Patmad. Deperterent prkS b approve d VA OH19 r Matlon by the �1' tir - }O oeparwen[b aeadmca wIN Mkb 14 ar w 5�w'e Ik LO1e11Ly a,Tf sop rem vA oWr'S[cat emu tee be mooted g-eater thin ��1. f✓ \ Sautory Lom. 25 feet a lose Hxn oro loot below feel god.. ^�. ���® // '� O �N Z 4.All btalkd VA OYT9 reoyYed N hors m In&lel syeor 5.A[-minhnuR m sompl meet le.Mlail iwro 2o-tr4h eo'.•eree �.�lII� - `.t / �. n' t9 -s •� Mon• vy a,d operstbNmairaoak&eemce eenvat.Amer tin ape Ngn to gaae�ocor-d o,.r she inlet ae olrtlee. SUBJECT PROPERTY ' , ( ` C m y CV imi A--op-ratkn Ord mo.eena,0e eervke-mist m0 souses ehali b-slant 2e-wh elon.rer wl-!nrtu�t o,d / l j O z a�Yeck property Dwroro are expected to-Int-t,m Operotim b>eetyroor lakleg va[iron Ooven or Ibrlmp4oU0 seven at y. 1y ® O O (D =oil ewiLn Co,wrat r4n,baet b Occardmre wM Artmio IV o!Nor 1-1?Ode•All Coven dolt to deatgetl b awada+eo wM eectlOn l�% L'�>.tY^ .* i } O y'- 1.k Coumty` Code. 5-III d Nb eto"dord. yr ;j a. � ® I ' I eV O rp 5.+t m VA OHM rcli T o vent,No aJ!shall be vent-d to she b.Yhrn wrphYqq mohoa>Ore npprov.e eo tin Imt-Iced N- '1 t '' �t / Q a O roof of No Imnm Whg eeved.Ven!ppee dbti&xte,d a drivewq p'akNg aroa.Hw matble emlt be desk�oE N fb I INn of b Iwbs 4wve Pb roof INe and nor tap of IN,ve,R tralrk b-.9 to mee!tin rec[drementn d AA5XT3 H-IO or ® ® titer.. •� �® r_" ; I l shell h-ve a minima,halimbl eepaaebn o112 tr Jro>to the M9.20 badNg. / EXIST. loped poremn d Ha rod.N eaaesWme It b rot pratkal to LOGATI ON MAP �. I, PROP.YELL I NEISHBORIN6 111 vaR tin suptern to tin rosberce root,-vent ppe my be Ipae to T.The wb.t Invert elevotbn shall be-mbY,usn o/O.I lot below Z 1 O loo'RADIUS SANITARY Mo-xterbr.1 Nv rositlorce ad tambote-mNlmm-r us Ncbn Me Niet Mort-levotbn, SCALE,MT5 U_ .f '\ I O SYSTEMS mow a-ee am a<bmt I root tram propery IMe.Thew vent �l ao o iF11 ten. to.mu,oia wRh a wiwltrileer All v�en[ M ale-' rose ar ocelot;q 2�:m Nnlm mmeser or 2 m PR0_1tEGT!'ZOWNe DATA pipes must Mve a mNNNn dianeta of 2 Ykhea. �- . I ILI K O.There sins!be a mmban-Io4lon depth below tin oKlot Mort TAX MAP m 1000-22-5-2 _ 6.trot.Ilona,oil we 0 tin VA OK 5 mint vnfam to tin elevalbn aP..Nches. {y�.�3,,J nib cp(xoved VA OW15 gvdabe doornail propaetlo �_W I \ LI U 4 door- Mel-etordads rot•APprwel me htaygarro,0 r I0.Ali eewa plPe Perotmll rs h env emplmg mahob dell oe ZONING DISTRICT R-40 I_.tMs aril At4rn0lWe amrt.Yim.ewa[er Tree• t'xjeeann we q't. •/�y•y•�� LOT COVERAGE .' •'} O I U W MNIM^+DE516N ppWIRE1deF115. FIELTRILAl FF_GAlIFE14 r9. `.. ', - - I.vA ontt5 tat,porn m amnbwted w precmt aamet., LONTROL PAN@ 5, 50UTHOLD:.TOWN CODE§280-Ib (MO ATTAGHMENT.3) Q�7�,. _I • I '� . /bergb>s,payetH71&ropohproaalero,thangalmUee,a oHm I.The eontrroml pine!box cart tin plaed dM1akb m o dlRmle R.W70.0' p materbb N o-cordxe wI166,1 De-mhrynt sN Jad>and IdiYGRR pedmtd Hie sbvcWe Wt tt xnoe.AltermtNely.Ne porol %LOT L•ISIAS' APP^r'd°'TS-A TI-,ae OI.tml trots b proNblled. box,rn)b.nxmnted m m ovtedo Noll of 7 slructxe(pr rermle "DESCRIPTION(FOOTPRINT) AREA CAS � \�` __- _ --___ (e'pi NJllty Mom.aril ro!o UVY9 spas).Otlr IaLatbro!or moft"g - _ 2.Ye,en m VA OWED requtre>-peptm tot!ar protre-,men!env the pine!box wnl be cemlenee ty tha Deparbront an s 109 d Nllbbet��kfee m�ardmee Wth eaelw 5-1pi Cm..t�.sos.bob ad.11I VA OWt9 rt t_approval. TOTAL LOT AREA 40,4632 5F, W I L L O W D R I V E �. U 2 Tin naro or tin I/A OIVTS OtM Provlder met be elegy PROPOSED HOME I,45aS S.F. 56% L 9.Unless otmrwbe specHbd,tY,o leachF9 strvcbre/sy>tcm that Idmtilied m the of lo.of VI pool Id Fak,do o phwe r,mber _ fouaw m VA DINTS smll[-deevy-e N accordmco wM wctbn to em[occ N vas of atmn. PWP05W ATrAGHED 6ARAISE 6062 5F. IS% S-IOT and s-uO a Nb erawae. - •(n 9.Gterla porol pk>c-een!.=I-tin system to be servlc-d of 4.AL a mhvmry all VA OWtS trootmord talks Nall Mve 20-Yrh cry time,oRnlncrtbg tin road to accene the veld&d tin Wilding. PROPOSED COVERED FORC4I 368b S.F. O.cI% trod owpcnvg.to g,cd&located a Hw blot ad 4,Tim pan!box cam!bo wivb dew or tin sy>tem lOcaum to mlp / EXIST. a Q outlet.Goror>shill bo Itmr 2o-rxn elarete watartk}R ad r&uneafe oparoHm oil natntarlmee. PROPOSED STEPS/LANDIN65 M'O S.F. 05% NEISHBORIN6 `\ meet[-prod ImYJ9 cost trm cawro or Narmoplmtk coven-[ SANITARY I eNaO�i goose All ew&r&ad eNmioyo/rear albs!be dralgbd u+ S.ib contra,pawl shoo be pla>ed ae a aemlafabb mkpR ra• TOTAL AREA OF ALL STRUGTURE5 2610.1 S.F. 63% - SYSTEMS Ogee wIN eeetbn 5-III oP INe etmeard, b oeeordorke WN Federal Emergo,ey Morwg.men Agency 1.T2 LAYOUT 15AN ARCHI 5.Yfnr,o VA oHt9 b avail LO!p Vetollotl N a tr_ flood tone fey Iremal3s. I.THIS IS AN ARGHITEGTS SITE PLAN a 15 e the,mit Ywll W ins ad/a btanrA to 6.Tn I Nall moot Nauanl ebebk-1 Mo,ofactaen MAXIMUM LOT COV6iA6E ALLOWED:20% Ithstord H5-20 a µ Igadtg m deslg,Oted bJ AASHTO a AssocmHm(NP.NAJ aX epeCitkotWm. SUR EGO TO THE I IGATTON BY A LICENSED iNFI I a pa.Mng a k9^ad paa SURVEYOR. T7�INFORMATION NEI6HBORIN6 REPRESENTED ON THIS 517E PLAN IS TO THE 6.6abage g,-Mere Yell rot be pennitt&d Wan m VA LM1NIr b 'I.Ail below grade rutrv9 motet to nor to ebctrkat c oV t.The DRAIN4,=a Y 7E4 ATIONS ARCHITECTS BEST OF KNOOLEPSE, scnHea m mean d-Igo dbpasol. aa,daR min!Fore cppreprbte eeab W prew,d ymee oM!rob AREA OF IMPEAV,G5 RCl7P COVERA5E s 2,598 S.F. T.Water edeeroro still not di Fte m VA OYiTS mtl H,e Mom reod,Yg tin coelral Pael or),nctbn looms. 2,0R I S.F.x 2•RAINFALL EVENT=493 G.P.9TORA6E REO.D 2.SURVEY INFORMATION WAS OBTAINED sd,oge (I)0'0 DRYNELL FROVIDE5 422 CF.PER FT.OF DEPTH FROM A SURVEY DATED SEP.12,2023 Dapatmcnt recanrenda water ed_or 60cb+mh be ranneded tv b.Bath system shall I-equ d wM a t-tW 9 wanNg xptem 0)6'0 x 4'DEEP D.W.PROPOSED-506 G F.STORAGE PROVIDED _ AND PREPARED BY, Its d y,ell oGOOptmie!O TOM Of VIII[�e W(ItlNg Wydl will peHwte wdble viw&1 ola-ma(b!env be reads DapaVr-rile. ad heard bj Hie aeeWmtS off 1 tot saved.tb y Cap,rbnmt ord b,girds a bbme11 b,I be Netolled to DRAINa6E SYSTEM INsrALLArION 119rE9. A r,LAND SURVEYING PLLG p= p G t, D.I/A 0Y06latic0 Yell b>wobrH9ht and crostrvct-d o!eamd oil adds Imn&d'ot-Smote alam rotirkatbn b Ne OSM provdcr A MINIMUM TE l0'SEPARATION 15 REQUIRED HETNEEN DRYVIELIS a 159 YLADIN6 RIVER MANOR RD. GI`LAT I� J I T PLAN `t 0.rade m .1.Nat a0,lee xb)Ict N emOssNa earosbn a Ir'ed bJ tin 04N otgeement. WATER SERVICE LINE,UNDERGROUNID UTILITY LINES,SEPTIC MANORVILtF,NY 11944 _ deeq 9. Ntld,me ro!tlee to flaw by COMPONENTS,LEACHING FIRD5,SEWER COMPONENT5.OTHER (650 846-99T9 4.NI todus cant m watertlgdc TM methotls of emwNg tanks aro reramadad b be yv k,�,Md a contra(grf�wM same of DRYYgLLS,AND THE EDGE OF ALL FOUNDATION YLJ-LS wets-t still m enher tint a water tea �Tr A NIM)M OF 5'SEPARATION I5 REQUIRED BETYBEN DRYWELLS a wm9 tr'9 prma,re H^3 pawa Ng �b germ for to operate Ne ey.mm drlg a MI � SCALE:I°=60'-0' memoda m lomw, • PROPERTY LINES • C410007 ALL GUTTER LEADERS TO NEAREST DRYINELL I t EXIST. 10.Vaewm te>ttrg,Seal db arpty tmk oil oppy a vacum to Par '� WELL maroay.The tat b'pPovv-d H,Oz d I.The eteetrlcal Jlnctkn box sarYug tin pop motor and rboL 11 I{ wwum b hole to,two mkwbs, met be wafer,! ad IocaFee au[>ue the 1/A OWi9 tmk dxar�be-. 1 ` it.Water tesW9:Sod tort,fill tat wM Mier to wlbt Mart 2 AsJ blawero located wblcb of the VA 0,"wR east be ploeed 1,FLOOD MAP DATA: elewtmn,lot 4/a 24 hogs.RINI tin tat to the oRbt,trot, m pad(ale,pbetk a rmerglma7 aid haw a eoNgaoor MAP m,36I09CDO63H tto+Ne 24 1,o porbd le con W.Lot the tmk&tad form eMloewe coves. MAP DATE,O`1M5/200q I '�� addak,nol IOH+ar pomade The tack b opovad R watt taus!b PROP. FLOOD TONE,X I t� I tl old!a the IOH+av porbd.Wkr proea ,mating b 5.All papn aM!loot trace nor!be acre»lob orb eervkemb EXIST. 11 1 YYQ:LLL ,\ rea,mlealed to m doro oroite aN-r blallatlon. Tram aC..s opOnbgs. WELL 2.SITE PROTEGTIOW9ILT FtT1GIN6 TO BE ' 4.The noels Yell tI ettodad to a 5ehedrle 40 PV6 floot tree IN5TALLED A5 REQUIRED BY THE TOWN OF Hb[env!a ny r vest for eervke a aepetmmt.Tb floats SOUTHOLD. 40�OF 4 3 ' R / I.Nor-cor,creto /mrkobd VA oNrS test Ywli conform N tb Y,OII M.b.altddkd Ce ba force moK O 1I �1 ,Q(}p' InlematbMl Aseo�ebllon or ad ALrhmkal Oitklab \\ I /, , Pta"dr5 9.SURpAGE WATERS OR VIETLANDS ARE NOT t 1 O ' O eI t�t7 (IAPMAO)•Mbrlcm Ikatbn0l Stodge for PrafabrlcONe Septic 5.The DepatmmR sins!cberve the pump spear!operate tfroagh LOCATED WITHIN 500'OF THE PROPERTY. \ - 'n M ` , / ,57, hc, / Z`3rpy DYF11IN6 w/ Tin 'ANSI ZIOOO.200T and c J applk ol.roNetwmhpdNos, a vxnnaI opaalNg eycb. \� p / \'-/R�> E�jOC rtt�Y ryc R'1� PRIVATE WELL e / 4.ELEVATION5 REFEREMGE NAVD N66 N q,� (p Y 4- SANITARY SYSTEM 2.No-to torte shot!m la mnaWletl aasembiee b 6Jrropection far leakages or tlm force maN tttttgs will be rtmfe LL T I �/� 0 e r� f Ue N kvdbvR lorl faulty by a c lxati�bd repro...=oP tin OrYg tin pare teat prOcedro. O r/' r q y tank m.v-ta-r. ` S.ANY V1515LE PiELLS LOCATED WITHIN I50' \ �.'\ �N 1A `\ � � •1} fy�J 9.Fmh tat Nall m Im„flfmd by U.mina/-tarot Wth H,e DEPICTED ON5O1E PLANPERTY LINES ARE mau/atwnr tore a loin.ccpacny orb r,tnbbrr of apenNys,ab dote movtatao4 p-rrrcncrdly,rmked at tb blot eM oI tM tack. b.PROPERTY IS A 91N6LE-FAMILY LOT t\ �1�j cap 1 \ 4.All walb,floors,rab,Or,d aceea cowre emll roebt m oppose INDICATED ON REALTY SUBDIVISION OR faced S00 Poadl par sgvae foot(per), DEVELOPMENT MAPS APPROVED BY 5 A PROP.1,000 F DEPARTMENT PRIOR TO MORCH I,1988 AND �pQ_ A 5.R-ecmt c&rcrob c&vern aril rleen aro Mt sited m PROPANE TAKKnorte taNa,unless otI,__opprovee by Mo mewtatvrer. HOWZONTALTSEPARATIONS A9 PER 5GDH5 o /GAL.BURIED PRIVATE WATER SYSTEMS STANDARDS, / PROJECT: 6.YNenever pratkol,ron-eaevfeN VA Or Conlca shall rot be TABLE I,td'JTE 2: `\ O ! 1 IP 44 �'` I _ looted Wthm q•eu,d•.'ater.rot trotalbtbm Net ore placed witlfh De4gn Professional's Certification R aired. -100'BETWEEN PROPOSED TELL I ALL / 0 `\ g.a,d.,ater.patkvlar aa-mwt oe mkma"wtallIHon Submit P.E.or IL&Certification For LEACHING STFUGTURES MX15T1N6. t r- '� - MODERN AGE bee-vy,ad IMg to prove.R damage to tank Milo,aril ill !into shwd be odd Iry tin lmmfabTer earybley meeebled.n, The Installation and Construction of the Sewage Disposal System t�aoposeD) �� I ��• V_ / 9 �_ BUILDERS became d elm.Ne t&+k b mlhered to the eRe N torn, II -IOO'SETKMN PROP05M LEACHING BASEMENT f - _�' 11ooh,ta shill he voabtl WN waterlk)M ggmmmts.All loJ9 shall to Use Form W W M-073 STRL'GTVRE9 t ALL YELLS MASTING It `\ 1 STAIRS bseoa to water tkfWss oher bldlotbn wNq a Wd PROPOSED) / --i_^-` 1 patfled ty the-foco,or and approved by Ne DepapnorC• 1 T.N eeee>Wnn tonla btoll.e b Orourdtotm,the ilea SU@OM510N INFORMATION, \ 1 PROP'FuuICIFAN PROP.2-STORY SEPTIC - prdesslorol ema aubnue baeyaky aoiw to prove tin u�ro ATTACHMENT(S) 6,L� MAP OF HISHPOINT AT EAST MARION,SEC.I \' ALARM a Yin.FR.DWEWNG °°lob taNc(WN a witmu!mUt-rNg a Ne addttla,of bollmU'w 1' SEE / 1TTAC H iVI E N T(S) LOT 2 �'�"'R°L PANEL w,BASEMENT PROP.2--AR �P, i 2045 WILLOW DRIVE be d feint 13 lines mac Min tin M d tin Mier b:otl. MAP NO.T680 �� / _ (4 BEDROOMS) GARAGE The b_P'q ealeebtbm evil be inn=wv9 h9Mst FILED JANUARY It,1464 _ _� { PROP,FU•1-1pckc ATFT FF.EL.v428' SLAB EL=40.7' DRIVB-lAY i � EAST MARION,NY 11939 egwcted/recadcd ganOwator elmttm wM tln tat e„pb).Sou �'_-_�r BLOWER I;'P/G caa top d tb tOnYfe)elnll nee m ren>Idaretl when AIR LINE TO I/A OWTS tp1 r-nuntg the maw,er wbmrR9 or Wllm!wekJ,t requtred. S�iB 93i Ia.2O2s DVATE 6 v✓ (pER MANI.SPEG.S) t PROP. iI PRIVATE YuF1J_. 1 COVERED PORCH DRAWING TITLE: TEST HOLE DATA SANITARY SYSTEM II EXIST.6'-TALL MCDONPPoB625 ERVICES 1 INI PROP. -___ Ot I� N>EraLFENCE NOTES FUJICLEAN I/A QWTS e' D,NY114TI 1 PROP.FUJICLEANI/AOKTS D d• _ `f (631)T65-%Tf GENs VA oWrs 5' �'•y i ,. SITE INFORMATION MGD6E006MAILtAN 1 - p MIN. n SITE PLAN 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL ' "'" �kj_ to,��12° i� f w EL.94D' ,p PRO. PRO.1-� N. IED H.S. REFERENCE NO.: _ / 1 I.P. -,EP, //COVER OF ? PAS COVER BURIED of 1 ,`�e• d�? - °' r. pi ,ate r PAGE: EROYd1 SILT PROPANE TANK ': � . I>RO• i� !4 EXIST.BUWED _ C SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES so___ LP. /J `I '` r 't SP 101.00 F'ROP.20'o POLYLOK DIET.BOX .......... (SAMPLIN6 POINT);MAINTAIN S'e TEST 2'MN.DISTANCE FROM I/A OWTS PERMIT FOR APPROVAL OF CONSTRUCTION FOR A I `� 31 jHOLE a LP,RESPEGnVELY SINGLE FAMILY RESIDENCE ONLY `N �'�g' EXIST '�, / DATESO/17/23 lOF2 / . LP`,v 1 //rCLEARIN6 LINE -': \ _.. 1 Dq �!- R 3TOAOT �� 1 EL v40b0' EXIST. .111 UTILITY BOX ` FD DATE 12/812023 H_S_ F. NO. R-23-1548 �" mE D �. � gw T7.7Z c$S� � ADR APPROVED / -,- 'may W I L L O W D R I V E o "G.FRB �_ g, /' r/ 0 ` - _ 0 FOR MAXIMUM OF 4 BEDROOMS }\� r EXIST UTILITY 3740 EXPIRES THREE YEARS ROM DATE OF APPROVAL - -moorsT 1 eHill R,�tLSLA E 9TFOFNE��O I:OM•6 NO OROUkDWATER 51 TE PLAN ,� �- ---------- ���- 1]iLQ1M6t®. SCALE,r 1 20'-0^ if F__ — — ELECTRICAL SERVICE I I a TO FUJICLEAN � I w w ALARM/CONTROL PANEL 100 }' p TV) 101 I I d 102 I I 3 -6 }0 103 T11 1 N O CN2 c 104 . R Ln Y a C 2 X j EV MAIN ELEC TRI GAL 105 SINGLE LINE DIAGRAM NOTE: L O m Y PANEL AT DWELLING I 106 WIWIRIN'6 5 LTSE'o m� ERo�B�A Q o a o FUJICLEAN ARE ALLOIIED,PROVIDED TMAT TIC MMB'AOTURZR5 1 T07 , E NILU OORRESPONDIN6 WIRING DIAERAM5 ARE POLL OKW IN SUCH INSTALLATION. C1f� W MAIN BREAKER 108 a �p T TN51118 109 cumAL IN "• OMIT 151 111 I T 152 - -- -- -- -- -- - -i 4_j _0 11 TOM TO 22 IWLB' U 112 Psu e I , ronI 153 sTM Lr iF ID 113 FR=- T. 154 N L e 43 4, _fsl__© _p�rn J m nITOI E —�-- +— t— S — ! 114 155 ! I I I I I 1 I aE I ._ 115 TZE FSITo- r' `RS 156 I I 1 1 I I Q I U v s 1O� a 157 I I N 1 �0-1 I I I BRANCH CIRCUIT PROTECTION OVERLOAD PROTECTION 116 AM nmT KNM " LT 1 1 I I MAIN DISCONNECT AND MRCURRENT PROTECTION ! L _0) l58 i 1 nmusFao U- o-- } OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS ! ]!7 I x�eE�" �� I AND MUST BE SIZED ACCORDING TO PUMP/MOTOR I Q 110 159 RLf TLmy MANUFACTURING SPECIFICATIONS 1 a � 160 i �----------1-------T I ! 119 C1^0To- 161 j L--------- 121 Clown162 j nx p l Q DEDICATED,20 AMP 122 - 163 I 1 SINGLE-PHASE i CIRCUIT BREAKER 123 p 164 I � A l 1 125 166 I WERIK COItPOFENIS(COMPRESSOR AND/OR PNIPS)PRNR B1 OTHERS Li 126 167 ! ANO WM BE U.L APPROVED TIERIRILY PRDTECIED PUIPS I _ I I 127 168 ! tn2e T1t rs12e nL 169 I I 128 2��--Q----�;---D-------I 110 f O I 129 cTaluT laxu Mr mT I TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG. F. I 130 171 i (60 DEC, C,). TERMINAL STRIPS AND GROUND LUG USE COPPER COIGMT[RS DAY. 1 131 p 172 CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND 132 Rx 173 I DASHED LINES REPRESENT FIELD MIRING FIELD MIRING SECTION I PUJIOLEAN SINGLE LINE DIAGRAM 133 SCALE,N75 f g y - iROVALARM —f—'C"bl IN'4X RATED) PROPOSED {i x { 3`�y+; P ! E •••• 'A. I O II YLO 30.0 D-BO%W '�-1" _ PROJECT:4 EEDROOM y `' _ DWPi--,Ir.,S sEURIx GRnre(a.PPI.e PRE-cAsr COW- MODERN__ MODERN AGE - REpO IP INLLT PITON LD'/ERP W - PP.eL•439' 10' W RISHi ALOACCESS LWCOO CRVKISEINREGRS I-0 MIN. ENC(S�9 j•PER POOT, � 3''Vr'MAX •\ : cwn.nmun .F.= -:;w=�^ BUDS ER 4•„q5E MAXI 3�•MAK AVB.ERADE�.•4p.S' SS6 NAXIMJM 5LOPE z�/'� G°' --- _ L SEPTIC L------- MR INN. MR4.95DRE5 I %.� I a j ;o , _ 2045 WILLOW DRIVE EL•56b• PVO OR EO. Iw. ON. MIN.4.O E00.9S --_ -_ , MN PITON}•.1• EL.•9DD' Py,wgpr FVL OR SO. INV. MR 4'0 9OR - FLOW Ors _ / EAST MARION,NY 11939 !� p MN PITCH I',r EL..SD.D' FL.:sa• we OR L'd �. Y MN PITCH I PROVIDE LAST IRON _. �- J DRAWING TITLE: PPE EXE DING''-0• '•MR°"" `FOCUS) POLYLOK 20" DI5T. BOX DETAIL WIRING DIAGRAM HINS 5A$ETENF MIR FROM d11LDING pROVOF 13•P MIND (PROV)DE E1ID LAP P00.(5) C eypg s FOWDATION eED oP SAND OR PEA LEVELING SCALE,NTS SYSTEM DETAILS nLECLPED c5O sRA,vEL BEIfiATN DEVICES AT ameTs) 345 NItROr`EN REI'TX.TIW!SYSTEM SCALE,ON BOX SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL e-0 H.S. REFERENCE NO.: - _ REPLACE EXIST.SOIL ---- --- /S•CLEAN SAND . PAGE:.. LOLLAR• tJD LP.WADI EXIST. AND Q Y 'OR'VEL`SP/5N SP-102.00 LAYf3i NOT PRESEM Ib�� DATE:10/17/23 2 OF 2 INNOVATIVE E I NATI I a TER WA ATM?1T SYSTEM(VA OWTS) L-E9CNIN5 POOLS(3) NC I. I/A O SHALL HAVEA MNIM.M TREATMENT LAPAGTY OF 440 GPD(4 BEDROOMS,. 51 W R- �•.. aw W I. LEAGIMS SYSTEM FOR A 0-415917ROO4 RESIDENCE SHALL PROVIDE SOO FT•SIDE-WALL AREA PROPOERp FUJH:LEAN LENS VA OWTS PROVIOL3 SOO 6PD TREATMENT CAPACITY. (N VQ X W OEFFCGTIVE DEPTW LEACHING POOLS PROVIDE SOO Pr'51171!LL AREA y� .ea[n ec[----- SEEATTACHMENT (S) 3. INSTALL ALL LOt-�OtDg AS PER MAO SPEG9. N D'9 x 6'(E'F'PELTIVE DEPT„)LEACHING POOL PROPOS®POR 70%PQ'At610Nas w'Meow 5. A 10'MIR DISTANLB BSTY.EQJ THE I/A OYli9 At0 WLLDMG WITH GFJIAR/BAEip1ENT SHALL�' Llr\�-J• ��� MN„FNtsO.OR S' N.DISTANCE IF EAIIL.DING 15 OPLN A SLA5. 3. LEACHING POOLS TO M CORSTRLG'IPL OF PRECAST REREOPLFD COfY.RETC(OR COJAU. C/1. `lED 4. A W MR DISTANCE l erT EH T VA CKM MID DIST.BOX(YLEN PRE`•FNF)SHALL BE MMNTNNW. 5. ALL COVERS SHALL is OF PRECAST REINPORCID CONCRETB(OR ECUALJ. Y t('-T-: {�'`\ a�0�9 �v�'. vR /4. A 5'MIN.DISTANCE SeTrFrDa Tis NEN£57 RECORDED GFOTlNOWATEA LEVY AND BOTTOM OF - POOLS SHAM Ee MNHTAII✓EI, S. A Ip'MR DISTAWK SETNEEN LEACHING POOL.A WATER ONE SHALL BE MAINTAIIED. UU 2 O ttEAN0V1 DETAIL FOR AREAi NDT SUBJECT TO VEHICTIUR t2VFlC IS. AN D'MRL DISTANCE E'.ETYe£N ALL LIZ LHIN9 POOL.r AND VA OWTS SHALL 5E MAINTAINED. VI ALL VIib3,BLTEiN6TE'A'R IN EENOS,LLIBtvAiE•8.75 FOR USE M'lIN 911G EITEN9'JN/NmJECI10N 4; 037405 04 PROPOSED SEPTIC 5YSTEM DETAIL GLEAN-OUT DETAIL F0FNE�y SCALE.NT5 SCALE NTS SURVEY OF PROPERTY LOT 2- MAP OF HiGHPOiNT AT EAST MARION, SEC. 1 FILED:JANUARY 1 1, 1984-MAP NO. 7680 SUBDIVISION MAP OFAQUAVIEW PARK-FILE MAP NO.5621 SITUATE T� WELL_, EAST MARION MAP LINE 0.3'N N78°OB'4011G 4'CHAIN LINK FENCE 1 61.777 1 N 'NO . 6'METAL FENCE 1.5'E +39. +40./S oz's TOWN OF SOUTHOLD �� 33 4°.»+ SUFFOLK COUNTY, N.Y. � RESIDENCE-WELL WATERO� 01. Q TAX MAP NO.: 1000-022.00-05.00-002.000 LOT 2� LOT AREA:40,463.23.56 S.F. (0.929 ACRES) WELL_,° �i �i0 0 LOT 2 WELL 0 DATE SURVEYED:SEPTEMBER 1 2,2023 39.ss +ss.s> PLOT PROPOSED:OCT.25,2023 o Mon 77+ N FND. 0 40 80 N Feet `o SCALE: I INCH= 40 FEET v m -ELEVATIONS REFER TO NAVD88 v PROPOSEO WELL O -NO WETLANDS OR SURFACE WATERS WITHIN 300' +4p 3s. 4o.a9+ RESIDENCE-WELL WATER :2 +39.62 LOT 1 " ROOF DRAINAGE CALCULATION: +3S (2,364 S.F.) '(2"/HOUR)=402 CUBIC FEET REQUIRED PROVIDE MINIMUM(3)B'DIAM.X 4'DEEP DRYWELLS OR EQUIV. "E"1° \� STAKE X y9 SET i' jGAl_ ROPOSED 1000 LJJ fSA \D•W.) I UN DERGROUND /4 18+ > \.a .P.TANK 40 ,� MON. H.\ 1 7+ FND. TEST HOLE 1� (NOT TO SCALE) 4p.02+ \ Plpt�3O T7 i yet F Z MCDONALD GEOSERVICES �\ \`� o ¢/ '�" \ 0 DATE:SEPT.14,2023 �D.w.) N ai i < \`/ D GRADE ELEV.39.8 of: Met° ML PALE BROWN SILT \ \ Ta.�mPROp BSOIZOOr11 > � '• ® R AV. 1 G O IL 4. GENERATOR .L c�TORY- FA,TILYG , m '@ 5' 10.4'W PROPOSE m ¢RAI`SE 425 N 26.\7 1 d. O BASEMENT .� f.PN� j6.17 lil 40.0 4\ 3+ Q 3 ENTRANCE .m 2+ � POF OH *_T O j950 cOVER£D my rw J 1 O SW PALE BROWN FINE RESIDENCE-WELL WATER +3g-44 0 `p% V TO COARSE SAND LOT �3 Q' CLEAN OUT �'\ o NO o D.W.)FUJI N `M O cli r CLEARING LINE I/s CENS .T.�Q� O M U� R`, MON.FND. U s 09 (51 �® 1 5, f F E i W A `m ��� �S0 a L 1 \`.r NO WATER ENCOUNTERED 03 COVER FOR C \ BURIED L.P.TANK /L,p 1 '� 40.60+ 97.72 MON.FND. 2 \`j 4 1.50+ U m LE TES. 1. O GHT2023 A.ICLAND URV GPLLC.ALLRIGHTSRESERVED. 2. UTHORIZEDALTERATI OR OMONTOTHISSURVEYMAPBFARINGAUCEN5EDLANOSURVEYORSSEALISAVIOLATONOFSECRON7209. �.O-1 5 CONCRETE CURB )- C SUS3DMSION2,OFNEIVY STATEMUCATONLAW. W'IIC� 40.44+ l /�''� ITT TL,C� C33y m S.ONLY BOUNDARY SUR MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECTCOPIES OFTHE SURVEYOR'S ORIGINAL WORK �y TESRROLE O 1.�� e U( AND OPINION, EL 39.8 O T C O 4.CERTFICATIONSO 15 BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTDE 0• C3e8 G 92 c FORLANDSURVEYS OPTEOSYTHENEWYORKSTATEASSOCIAMONOFPROFESSIONALLANDSURVEYORS.INC.THECER MF MONISLIMITEOTOPERSONS R .840 SY. O FOR WHOMTHEBO DARYSURVEYMAPISPREPAREO,TOTHETTLECOMPANY.TOTHEGOVERNMENTALAGENCY.ANDTOTHELENDINGINSRT ONLIS DON "�lR O O THIS BDUNDARY SURVEY MAP. �.eC 8 f U 5.THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. Off. 00X C33e x ('�Q .2 6.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUSTBE ESRMATEO.IFANY ST C(` M Q 1 TeC' UNDERGROUND IMPROVEMENTSORENCROACHMENTSEXISTORARESHOW .MHEIMPROVEMINTSORENCROACHMEN ARE NOTCOVERED BYTHISSURVEY. FNO +395 �e3s 4S� `'V C '� `" CONCRETE CURB E 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSEAND USE AND THEREFORE ,e1 Y' ARENOTINTENDED TO GUIDE THE ERECTION OF FENCES,RETAININGWALLS.POOLS,PATIOS PLANING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE s,i0 O`�i DR V O OFCONSIRUC ION. �00 L VV e.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN FMBOSSEDSEAL COPIES MAY CONTAIN CP TeC.`� rC B.S2 UNAUMOR=D OUNDETECTABLEMODIMI 'nONS,DEL ONS.ADDMONS.ANDCHANGES. Jae 18 BC $•11 D, 9.PROPERTY CORNER MONUMENTS WERE NOTSETAS PART OFTHIS SURVEY UNLESS OTHERWISE NOTED. CP J O C 1 O.ALL MEASUREMENTS REFERTO U.S.SURVEY FOOT. 3lS •�` I j j I 04x o OOz RESIDENCE-WELL WATER i 1 1 TBC3 05 LOT22 ♦�s�� WELL�..o •O A+JGVlI !'-11 Y✓_.S PRV EYI I`I_G_:P L�.,C fA=..l T3)3>3 0 LAND SURVEYING &PL:AN(NING;"�f- _� y �— �e f 153 WADING RIVER MANOR'RD., MANORVILLE.t-1-9-49— RESIDENCE-WELL WATER c LOT 21 03 PHONE`621-846;9973 C-- EMAIL: INFO@AJCLANDSURVEYING,COM FOUNDATION ASwBUILT LOT 2- MAP OF HIGHPOINT AT EAST MARION, SEC. 1 FILED:JANUARY 1 1 , 1984-MAP NO. 7680 SITUATE SUBDIVISION MAP OF AQUAVIEW PARK-FILE MAP NO.5621 EAST MARION o TOWN OF SOUTHOLD MAP LINE 0.3'N N78°08'40"E 4'CHAIN LINK FENCE 161.77FND. 6'METAL FENCE 1.5'E .F,BH 0.2'S U SUFFOLK COUNTY, N.Y. ss 4p» Q � T TAX MAP NO.: 1000-022.00-05.00-002.000 0� �2 �� 2- LOT AREA:40,463.23.56 S.F. (0.929 ACRES) %� �° EL DATE SURVEYED:SEPTEMBER 1 2,2023 LOT PLOT PROPOSED:OCT.25,2023 (n Mo PROP.POOL:APRIL 1,2024 p I, 13 FOUNDATION STAKEOUT:APRIL 9,2024 MO � FOUNDATION AS BUILT:MAY 2,2024 FND. m 0 —ELEVATIONS REFER TO NAVD88 m Tn 0 J 0 40 80 s Feet 3� SCALE: 1 INCH= 40 FEET o LOT 2 Fy �F LOT 1 0 STAKE O SET i V WI C 3 MON. ►� FIND. 3 Z 1`/R`{''Vc 3p2 0 d' ®r NEIIV - 2� v ' p �® _ 5 As N W Epp /� T4'S wo Nw > GONE� p O FOFafi N°A��a2� � � 3 N toP O LOT 3 auj �fI O N 3 chi 9® V` •r` MON.FND. •� wrt� J \38�0. 0 W U) qos •0 3 C� �x G LEGAL NOTES: 97'72 MON.FND. 0 I.COPYRIGHT2023 CLANDSURVEYINGPLLC.ALLRIGHTSRESERVED. 2.UNAUTHO TERATON ORADDTBONTOTHISSURVEYMAPBE NGALICENSEDLANDSURVEYORSSEALISAVIOL MON OFSECRON7209. SUBDIVISION2. FNEWYORKSTATEEDUCATIONLAW. ��O 3.ONLYBOU ARY SURVEY MAPS WTTH THE SURVEYOR'S EMBOSSED SEALARE GEN.IINEfRUEAND CORRECT COPIES OFTEE SURVEYOR'S ORIGINAL WORK AND OPINIO . 0� 4.CERTIFICATIONS ONTHIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE 1 CONCRETE CURB N FOR LAND SURVEYS ADOPTED BY'THE NEWYORK STATE ASSOCIATION OF PROFE5510NAL LAND SURVEYORS,INC.THE CERTIFICATION 15 LIMITED TO PERSONS � ,) �.eC C FOR WHOMTHEBOUNDARYSURVEYMAPISPREPARED.TOTHETTLECOMPANY.TOTHEGOVERNMENTALAGENCY.ANDTOTHELENDINGINSTITUTONLI=DON � OO TeC S. 3 C"'9 e9 0 THIS BOUNDARY SURVEY MAP. I 3-10• C�38 C S.THE CERTRCATONS HEREIN ARE NOTTRANSFERABLE. •� �J� i4e4O -4 rtt G 6.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUSTSE ESTIMATED.IFANY [� W j_ UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.7.THE OFFSETS(OR e 8e O r 7 ARE NOT INTENDED TO GUIDE THE ERECTION OF FES ONS)SHOWN HEREONNCES,RETANOM THE IN WALLS POOLS,PATIOSPUCTURES TO THE PROPE LLANTINGGARINES ARE FEAS.ADDITI NSTO BUILDINGS,AND ANY OTHER TYPE T,nCR A SPECIFIC PURPOSE AND USEAND THEREFORE oN' W�eon TC�'g8, �x 'fl 0Q'[� E OFCONSTRUCTION. �O. .} CONCRETE CURB E 8.ONLY SURVEYS BEARINGTHEMAKERS EMBOSSED SEAL SHOULD BE REUED UPON SINGE OTHERTHAN EMBOSSE65EAL COPIES MAY CONTAIN 39.5 39x �Ql� U UNAUTHORRED AND UNDETECTABLE MODIRCATONS,DELEZIONS.ADDITIONS.AND CHANGES. 9.PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. JT�j' 1 `1Y /0) 10.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. Te(•+ ` O l G .� O v1 f" , ;Yr Al `iy � s ` AJG-LAND:S_[JRVEYCNC TPLLC F, LOT 22 J f LAND SURVEYING &PLANIVG NI ' j 153 WADING RIVER MANOR RD MANORVILLE 1,-1=9- N PHONE: 631-846;9973 tt,..::---r' I �--------- LOT21 m r �r EMAIL: INFO@,AJCILP:NDSUIRVEYINGI,COM I D U SURVEY OF" PROPERTY LOT 2- MAP OF HIGHPOINT AT EAST MARION, SEC. 1 FILED:JANUARY 1 1, 1984-MAP NO. 7680 SITUATE EAST MARION TOWN OF SOUTHOLD SUBDIVISION MAP OFAQUAVIEW PARK-FILE MAP NO.5621 SUFFOLK COUNTY, N.Y. N78D08'40TTE 161.77 MAP LINE a.3'N 4 CMN IN FMCS 1.'N _6' MIME FENCE tr+19,73 s TAX MAP NO.: 1000-022.00-05.00-002.000 �� 90.74 LOT AREA:40,463.23.56 S.F. (0.929 ACRES) ¢¢¢gg U < DATE SURVEYED: SEPTEMBER 1 2, 2023 LOT W� FINAL SURVEY:JULY 8, 2025 "EFLco LOT 2 ° 0 40 80 O a Feet o SCALE: 1 INCH= 40 FEET N Oi O —ELEVATIONS REFER TO NAVD88 4 LD —OFFSETS MEASURED TO FOUNDATION v 40 m `m 20* a y o u LOT 1 J x } Z 1 o F' �I a F Mew i �R ® \E �� a H� 0 9 W 3 � > y � � gtotl Of * * s f Res2p45 �. °SAY 4 va c� UF41�r 26 Y{ Z In L 6 6 O N I�.d® LOT 3 �tS �� MOUND. j �s CA O GAL NOTES: A,j4� 8µ0 ApA <\�8QO0 O 1.COPYRIGHT 23AUC LAND SU RVEYING PLLC.ALL RIGHTS RESERVED. / CQ 2.UNAUTHOR ALTERAMONORADDITIONTOTHIS SURVEY MAP SEARINGALICENSED LAND SURVEYOR'S SEALISAVI.LATION OF SECRON7209. T SUBDMSION2,OFNEWYORKSTATEEDUCATONLAW. m 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OFTEE SURVEYOR'S ORIGINALWORN ✓7•72 YOFI.FND. y AND OPINION. 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE C FOR LAND SURVEYS ADOPTED BY THE NEW YOW STATE ASSOCIATION OF PROFESSIONAL LAN.SURVEYORS.INC.THE CERRFICATON IS LIMITED TO PERSONS lt 6 FOR V/FH OMTHE BOUNDARY SURVEY MAP IS PREPARED.TOTHETrnECOMPANY,TOTHE GOVERNMENTALAGENCY.ANDTOTHE LENDING INSTIMION LISTED ON to QapYJ THIS BOUNDARY SURVEY MAP. S.THE CERTIFICATIONS HEREIN ARE NOTTRPNSFERABLE. 0 �� 015 �Oq(NN�N 9q,- �t♦�tlE CURB = 6.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUSTBE ESTIMATED.IFANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENT'ARE NOT COVERED BY THIS SURVEY. f E 7.7HE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE ANDTHEREFORE 0 T G ARENOTINTENDEO TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS.PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS.AND ANY OTHERTYlE J �'3/0.00 I E OF ONLY STRUCDON. B.ONLY SURVEYS BEARING THE MAYQ:RS EMBOSSED SEAL SHOULD BERELIED UPON SINCE OT/ERTHAN EMBOSSEDBEAL COPIES MAY CONTAIN r I _ F' UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS,DELETIONS,ADDITIONS.AND CHANGES. C+_ [[[ 9.PROPERTY CORNER MONUMENTS WERE NOT SETAS PARTOFTH15 SURVEY UNLESS OTHERWISE NOTED. .eal. 'Q{S AJ t l� {�+��t C 10.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. 11(11(11(! +J9. 3 m I I ' f. OCT 1 2025 �! . I VO �ILLO i IA I o IIf AJ-C- LANWSURVEYNAI- �PLL,C LAND SURVEYING & PLANI1tiIG at`t— �-- --- �;Irl I`I e�c-.f k 153 WADING RIVER MANOR RD., MA�NORVILLE 1'j.949 �•PHON_ E: 6.31-8_467:9973 EMAIL: INFO@AJC—LANDSURVEYING�.COM (� =ma y ( i M �ALy x I/A 1,11 IN5TA- TA I�Tha1 Wralbr ewt rob a ar,er,t Lq le late IJceme � ��'[1• ��v env code Oxpter%9.Art¢b NI( b to I.boll I/A OhITS iatla xaording t.mawlactverY {a V 1 is ss11 1 s^i IN6 u na•aO•)�V+a yn ue 5erolk carry �«Lob.r� r IOC° �1O^' � •n rot ti,eae atasme.All Ce"•uI�ad daearer Arfar., v��,, ePp provided 6J w maw, w,v dnu be NEIfKELL5 'I` �� b ' ' The mrla.ne a Labor, Y,elo��b eO�"'ty cede xrPlemaltae. f 5 a. Ib!o IKawed VA OHis!P. �' ta'•WiOf'Vfatre 0 4tenalr4 PrNmlre. 3.The I/A Oit19 tmk doll bo Mtellad at level N all drectKm •,� -(. i' � � `' W art, 7t4.MMt ne�VK Atbn paO1 p•paAr.bttm kyl o}e�!g9«aI•nutIarf'srSe CdSo AwrfltoPhOY tetl rnvtOb D1n^oG«Jp o�r4hmnteoP.<bAy W ND tlade (9Wf.r�eI/eA 0N fO armmeYmrrt n9 9Mr-oMTtncaA.kN y toIo h Knbs-rhkvaP-lbl bo>�prior to W4W1t h p oroyv.iddpeforodt ctywt babhnu ase tlee ydHg ooinoro7 e eagtavlerapt.ma Atr t eN0W m oyo _.A.G{/��',\Il+.�''n�A qLul t g t ��f� \•k i'• ` \ �F I pmj " Ma c�"ted aPOrotbn ord MCNteM�ce dbtr2Wm bwJirolub or dbtrtWon to Nvct�re M � ft'� � � �- � � �� �, l � EaL Cj o Nlertnca A'wkkr orw eomroct beWepl the raegrr.d ra au ayttema Mtn m,rzpb b«Iwg airyabres�n1ero m W ". ` ` 1 N p �a to approvedor wet%A owls.�ayb•y�atiw b�ye Itm,mve dealT b opp^v+ad bJ the Depoemene. -�4 \ \ J iJ•�\ Srnlitoy.ode. CO'da�c Mth ArtKl M o!the SVIIeIk 1•�°�- / befall y feet w baNaOtha eaa foot bebwiftrnl be bcatoe goornr flan (� W""'li \ Y �A+"' / i '\ _`_ \ s } 4,NI oa VA OYIis Ycd to hwo on httkl P� %i % \ \ N '�Ay � oParatb✓molnr v e cTyKa aano-act.APtor tlw s.At a mNvrun all aailpl mallaka shoo na a zo-t•4n¢.voted !�`". F"�� `/ ( \ t I O G!P Z Y operalkm am anhtenbC..e„ete aawt><e ro, eatea> n5,w gad4d over Ule Hbt ay wlkR �4� 1 \ - 3 - :*_.`, 4. 'm e,�y anNt py�°Ypjpr•aro expected m ma .L en operoben am�xi n bs eeher zo-mch demote, iyrt and SUBJECT PROPERTY '. f' " + ,\ rift i `' -j-• 1 `� + .J I c $ tc Suffolk eaaltyae«duKe Mtn AtKb{4«the -PTa«I«kt5 ewe wven w wstK aware,of . _ Pwl gods.All corm shall be Wstged h arcordowo wah sectl.n 'e / ! ` ® I� / tl j O O r 9.wart m I 5411 f tNs etmdatl. { I i dC d O rwr«the;;,° rOQr6°q'ea a were.the an¢anon be veneee t.po e.lar4>agalbg IlaNnba mm mhNbn«6 hrhaOobeve Bwaerved VeM plpea dlall eldord a �rvrad � •y.j .� \\ ®- Q ` 1 / I>holl have o«Iw ay tb «H,e vent �!"6' Q pa�9 aeo.bm mviule don be doalq d tv t°P tr«fk beahg fo amot tM roquYemeMe«MENT6 s.2O m +®.► � �'1 i3\!'ra'v tr�.1'. • ( \ / YELLS 1 100' NEIGHBORING I (Y Nbtal lo,eattal aepaatKn«17 Yrkn>to tM H320leafFy. I Z�\ ul e1op°d pa,lkn M w rvroP.N aoaoa Morro R Ia rot pracbwl to LOCATION MAP i RADII ANITARY ; to the redcbrK•ro«.a vest PIpO mry ba Piped to 7.the wtbt Mars elavotkn don be a mNNtwr«o.l loot bebl .. / gg-' t✓b ronyerce ob termenta a midmum«IB Ndl.a tb Nbt pert elwatbn. ", IL I.\ -_-. P'Pe•ahe11��°t lemt 1 Pe«lrom p�Wa•!y nose.Tate vast O \� SYSTEMS ;Q> M bedne a mNNum e}B/OOL Man oYy wt+dow or D. I !'• SmpY'9a 21 ball hoveaIroye dbrola o/3lostam -_.4__. tom/ /r1 P>�r2Y�hWe ct�Mte Mth a aarban/lifer daMCO.All vent W kb mea«3 POot by 3 fooR \ _ ' ii�IL W�mhbeten tllanoter o!1 aches. b.amtallatkn o y ya«�VA OiYT5 t � 9,mare doll tm a mwtleen robMbn th 1,b-the e t Invert I- O ' wpro+ea VA oMs<yAAldppapplrrca dxlma„ttO tl1p elevetkn«as Imhea. TAX MAP• 1000-2234 W ._._ 1` bnovetive aid'•'Ibr^atN Re WmFdwawtCarl r rpnt nt a to,All sewer pipe Perotra"h tM WW M9 motrolo shall bo ZONING DISTRICT R-40 N I \ iI t i V MINIM& _ _ '�•tOm•� "a�kAt. SITE LAYOUT NOTES, J 6• 1.INNS IS AN ARCHITECTS 517E PLAN{16 I "II O O f I �' aF_�-� LOT COVERAGE 51J9,ECT TO VERIFICATION BY A LICENSED I.VA pWTg tmb dull be r4robvcted« SURVEYOR THE lw'ORMATION ma4r9ab F o ler'°ypyFr°Py ,thorn plost,w otl•,sr I.The ca�Wo1 and 1--t be pbeod wRsbe ac a aultrbb 5OI�OLD TOM GODS§2♦O-la (§2&0 ATTACHMENT 5) REPRESENTED ON THIS SITE PLAN IS TO THE j°PPe^dlx TS-A Toe yea«steel Whe b st enq�jted.aM IONYGf6{, pedeatol rear trn stroctcro tkrt it amen.AHerentNely,Bn pobl ARCHITECTS BEST OF KNONAFD6E. 3,Mee IX bat^J be molmted-an o d.wall«Nn aWett'e((refrrdab DESCRIPTION(FOOTPRINT) ARPPA %LOT .\ I % L.151O5' \ ` m VA OYtis rorNtree a eeptK tank/a treatmat tM "Ul�'O°n4 Old rot o 1Nlg spar)..Most beotkrb tar mawtrg COVERAGE 2 SURVEY INFORMATION WAS 03TAfNE7D \ 'l ._--:_._ ¢I�a II ba daa4yned M acccrrb¢a wIN seetbu�lor n1°Pa+°I box will be aanaldarad ty Ba papo/tmerd TOTAL LOT AREA 40.4632 Sr. AND PREPAREDBY, SEP.14,ZOZ9 .\ --.__ ua.tarxt,w, aria-ky-ema tithe/A wm vA owrs mmwaab,ra. L°.ibises•tl+ervtye 3.The non«the VA OWTS osM Rwber twat b.cleatJC LARD SURVEYING PLLC 9 2 STORY FRAME DWELLING 1.498.8 S.F.53b% \ V/ i.11pta m I/A owrs µolNa Ao�s Innhg«taWceve/ayatem tMt IdontlPbd as tlia..tabs of tb I aM wNde a phone ruttier 159 WADING RIVER 54ot ary S-Ib«this stondmd d deco MN eectkm m aaNect h come o/vlarm, per' ATTACHED MANORVILLE,NY IIg44 J !hamATTACHEDGARAGE 6062 BF. 15% (63U 646-gg73 4At a mhNten,all VA OYITr 9.Exlerbr peml pbcement er blea the to be eaMwd at e,moUnmt take don Iwo zo-nen =•J•teni Q aKb�ecoa>s epaava to gods loaotae oror tb hbt and �InOpereletmNolvg tM Hess to accem tM hebe«the Wnday. COVERED PORCH 966.b SF. O.g%.ovdn shell be elBrr 30-�dkmoter watertgt2 ay rxnitote •� ¢ I box ewt!b wRhN vbw«the tam Ixatlan to he t NE16H8bWN6 J �� 1�tPrDe/bcbrg wet ton cvvum U,yrroplmpc cora.a at °�OL1pA e'0" '• STEPS t LANDIN65 197D 5F. 05% ^ SANITARY 1 °CGpr'tle w�nILOVOrm my chemaphben dn11 bo des - DISTANCES TO SEPTIC SYSTEM COMPONENTS •\ SYSTEMS �' I tbn 5-m«ens atondad, H s.TM emrA of parol don be places ae a r4ml'atable neleg,t let T07AL AREA OF ALL SiRUCTIJRES 3610.1 SP. 65% (N>EASURED FROM�JILDIN6 CORNERS) i - N eer4rdxr wan Federal B^•r9•^e9 MoTagaront i 9.Wua a I/A OhT9 b IRNtAt/land /l pa'kb9 aeo the mn aMl dries glued a•,y-tbtalb�e.. eta. MAXIMUM LOT COVERAGE ALLOW=,20% \ \ 1gIE BORNG / l Mthtsata ItS3p a NI-30 k�iYg m droYiofod t5 AASMo. 6'The Peel doll meat National Ebetrteel P'bedacGrero SYSTEM COMPONENT CORW-R'A' CORNER'B' 111 . b. Aseoeletlan RE4A14X apeeifkoliaro. \. HELLS % cttli�me me oT*W�b I ta��PO^^''[ted Ion VA oYtF!b 7.NI bolaw ga0e wYNy mbt be ran N electrkal c TL THa PRAIE629 SYSTEM CALGAATIONS °C'-FUJIGLEAN CB74 I/A OW'T5 IS,_6• 44,-0• / ,. crnd/tt wrot invo tpproPrkPa b to provw6 goose and wbWro AREA OF IMPERVIOUS ROOF COVERAGE.2596 S.F. '0'-20•41 POLYL.OK DIST.BOX 20'$" 47'-0' "•_N�/��' O bf4ners•hotl rot dyahac{o Nto m VA OWT9 fay pie lran re.cnh5�ro Control Per41 a j\mtt-boxes. 2pgT 5F.p 2'RAINFALL EVENT a 433 C.F.STORAGE REO'D \ �yyl T! prWk, fed to D.Psch•y>tem dell be egwppad wittl a Metwnrg woraln5 tom (p 8'0 DRYYEI_L PROVIDES 422 CF.PER FT.OF DEPTH 'E°-B'O X b'EFFEGTNE DEPTH L.P. 24'-0" 56'-0' whNh MII actNmo aWb10 aM vbval aiamm=cal be r�qy (`3)H'0 X 4'DEEP DIY.PROP05W v 506 G.F.STORAGE PROVIDED b.VA and hoed eg the ocalpua•«Mho wntivg eavod Tro 'F"-V 41 X V EFFECTIVE DEPTH LP. 55--0' 54'-0' oV♦TS take shall to wcd.rt card wrotrycked of souM ord Depa4mont reconaxmtln a telea4try devk4 be b Ov to DftAINA6E SYSTEM INSTALLATION NOTEa eroble m°tarbb Shoe aro ent ad>Jec!b axwa>Wa remosbn a prcwavbo bby tt'o remob slam nellfiratl.n W tb otM provyer A TER SM-A E'SEPARATION UNVCION O Np UTILITY BETES,S DRYYELLB< GREATER 51 TE PLAN by the otM ogecnm,R. WATER SERNCE LINE,UhDERC-�Rd7'PD UTILITY LINES,SEPTIC <�SUREMEN75 AS PER SYSTEM INSPECTION COhIDUGTED ON"ULY,5,2034 9.Ail tmks 9.Sysbma whkA taro rot tld W It,, COMPONENTS,LEACHING FIELD.a 'ER COMPONENTS,OTHER BY TED SMITH EXCAVATING,INC.. met be wvbrtghR Two natlnda«wwbg[arts aro a d b yad dP 9'a"Ity ae DRYY€LLa,AND THE EDGE OF ALL.FOUNDATION YPAL.LS NOTE MFA9UR134ENT5 ARE TO THE CENTER OF COVERS.me4 a/Ktl be either vocram l,-wq a water pres>uro teat 'tU'hPed wtth a contrrrpanl wAn Ir4a4 er SCALE:1"a 6O'-O' F ��n+ Iowa. Y'9 w9 a p. 10 gmnrator w operate tie system drug o A MINIMUM OF 5'SEPARATION 15 REWIREO 5ETHMN DRYWELLS{ , I .g to.v at 70. PROPERTY LNLS t, 1I �1 YE(.L I Q er 1 tea'L� Daol the fgMS-CT ALL GUTTER LFAVER5 TO NEAREST DRYYELL i(aJ yrina FWd IJ d Der °��tedc and q-d vacwm W tar ggg,- _.� - _ II vocuen b Held fa two m�at1c Monk b appwed If go%« I.The bcirk I�+n!tin bolt rvN3 tb qa`�p mol4r aM floats - 1 '11 le�� mmt be wotatlilnm:d bccEed outsba eb VA oiR9 tmk ehanber. j - J tactNg 60f took:1111 lank Ill water 1, whet Avert 3.My bbwere lecared oW41d.«tb VA OWT9 unit nun!be pbcea NOTE MAP DATA levatbn,lot bow/ar 34 bwe.Rdlll the tcNk Ce the aRbt hvort en pod(eornrete,PIwtK ar&th0 A aM Irnro a eandPreo! MAP t:%103C0065N odditlpgl?4'N+x Perbd b wnpleta.Let the tmk'toy Ia a level tpnlapre cwa. 1t 1 Y! bid fa 0�'r p° 'Tn°tmk b gsprwed N water b MAP DATM Og125)$00q ;1 / aQ Un 104ayr ported.Water pro fat ROOD ZONE,X bm pe �i ...' HELL rca4ro.a�d to Cwn orett.«ter NatalbRlon b D.NP.W. fbt t alCl orees twat w a-c wM -i eervkeabie YELL. Pram ecceea openw5a. 2.517E PROTL-GTION)SILT FENCING TO BE t 1 1 4.TF/bate,loll be altoaed W a"zheNb 40 PVC flout troo INSTALLED AS REQUIRED BY THE TOM OF n�I.rbm,cokr.ta profab•kotOd VA OMS tmko still e.0-to the shut env be.oaR),.may.d P-smke or trljmtm.rd.The Iloata SCUTNOID. V j^?I btbn«Plorbtg and M.cnailaal OfPKbb dnil nut 5e attacled to tb fancc eom. �, e y Tanib, r-e'I Hetlornl 6tmtivd r Prorm,icctee Septk s.The 9,SURFACE YLATER5 OR WETLANDS ARE NOT t`.1 Y 8 � m ANSI LOGb-3ppi and Dry cpplKabb rev101auApdolaa, a nwmo?OPafmoat shell oL erva tM pu p elptem operate tMouqh LOCATED WITHIN 500'OF THE PROPERTY. sU�L� NO 2•Nan.ynoeb tort'doll Mae factoru mbbd or maarblot!h 6.1 tbn �Flo• Ya=`aY PR1-ATEI NIELl fleld/etatrevtbn Iacutty by w eerbrkd repreaentotNe«tM rttu p 4.ELEVATIONS REFERENCE NAW 14HBwQl_ /ma'Wacya-r- 6Irhy ens pcip toatproae«m,fore.meM/ wnl be mode a l �ttdV77ffr�"� z SANITARY SYSTEM / s r,1�ofIbbe kbrRirbd by tM movrocturer wRh tln 5.ANY VISIBLE IRLLE LOCATED WITHIN 190' \ f `\ t lt, $ _ In OF 5,113.ECT date or k9°. ay Haber«epenm5a,od DEPICTED ON SITE PROPERTY LINER ARE m,w''nm.nty ma,kea ae n�a suet a.d yr tin Nnk. 1 •+ 4.NI'rolb,Ibere,,001>,atd accaa0 cov.ra>bll roalat on opplbd ERTY IS A SINGLE-FAMILY LOT `��_ �'' ,D3'L B� 6.PROP teas INDICATED ON REALTY SUBDIVISION OR g ... 1 �"---' q 9cd P.xpya per na'wr.foe!(pyp. DEVELOPMENT MAPS APPROVED BY THE y @ ` Ip00 GAL. 9.'r cast cax.'ete DEPARTMENT FIR OR TO MARCH I.1gb6 AND `\ zLt -pt p L / \ 1POO seven oy rnero as mt Rt.d on SHALL MAINTAIN THE FOL.LOWM5 MINIMUM Nis "a`GOao'•eb toots, boa othemttae epproved !}e rnawlacturer. py�1 T l PROPANE TANK / HORIZONTAL SEPARATIONS AS PER SCDHS _ n PROJECT' bwava practKal,ron-aornroee VA OW'rr ta3a>holl rot he PRIVATE WATER SYSTEMS 9TANDARD5, 11 1111J u btn�l�Bqt ae placod �'O ^'^a aPaaa'tklklYl A"bbtollatkn. tanks N9 to PrwcM d p to tmk walb,art'all 51RWTIJN�S � ,��/ MODERN AGE Jbd•rlt�a'x ,the tmk�thu dallrerodga�drtfosltoF eeaoa1e0.v. -100'BETYYEEN LEAOHIN9 BTRLIC7URL5{ 1 BASEMENT tea!a wafo-o-ltl�b,eee otter�Ins�Tlatbnta�All tare, II be . 7bebn Yqe STAIRS � I _.- `�+ BUILDERS letl bl rite mmvlacturer arcf tppreved by Sfe DWartmevR - 1 r+_ ��.rl1en tat:,tre wtalled N gmuna.obn�des 1 D SEP 2 3 2025 SEPTIC 'a^•10''au w6mvt SUBDIVI510N INFORMATON, `\ 2-SI ,TORY HIP.FR. 20d5 WILLOW DRIVE pe I�th a wNevt orrcN.w-N9 a the eddRl�on«balkat)gwittil MAP OF HIEiiPOINT AT EAST MARION.FaCiG.I \'. FWICLEAN FI > thm weld' MAP NO.'e660 (4 BEDROOMS) GARAGE �IVEWP`Y [Ik EAST MARION,NY 11939 e a aoleuklbro dell be dsne ag hie» LOT 2 �A�ALARM 4 ANT 2-GAR rq�, Ka dad gauna+eter elevotka with the Lark empty,Sall FILED JAMIARY It,14H4 -��_ _ -+++'t"'1111 C-0 F.F.EL•423' SLAB EL-40.1' dOto,v,lNh9 �amotint/.robot rut be cormberetl w/an _-_- FUJIMAL AIR BL.OrER �'r� Y9 a bolbat wokj0 r"!:Y°°' 3EPi0+®FR 14,3029 DUELLING W/ '{J'PVC AIR LINE TO 9.Yn $!P' PTIent / DRAWING TITLE: TEST HOLE DATA PRIVATE h'ELL 4 it/A OWTS(PER MMN. A COVERED PORCH 1 I-TALL METAL Building MGDONALD 6EOSERIA E5 SANITARY SYSTEM Spm.$) PENC2 •"'�'i�'�� } POB 125H S "Et� da� �ai Southold NOTES 0 SwTHOLD,Arc nail ` 1 ! SITE INFORMATION 1 !J$ ' SITE PLAN (6911 T65-9677 �DY•L d 5UFFOLIG COUNTY HEALTH DEPARTMENT APPROVAL HKDGEOOG4ALCOM SPACE ` w . i c r� FOR EP. rC.OJGi OF ` H.5. REFERENCE NO,: R-23-1548 ELMIL COVER or PAGE b 1�-� b ` Sq-JFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES F"P PROFANE TANK SP-101.01 t3 BROWN SILT EXIST.BURIED APPROVAL OF CONSTRUCTED WORKS FOR '� - �aa !SST,; / Q ASINGLE FANCILY RESIDENCE 1 ELF• °� / Q DATE:09{i5/25 1 OF 2 D ate, 9/17/2025 c (� 1 ' cLBAwNG LINE H.S. Rel. I F2-23-15481 R 9OQOT EL 40.60' _ J __�_ ISQ._^__�______�_�__.-____. UTILITY BOX �� _ L=151A5 . tSJRIID ELEC.LINE Tile swage disposal and water supply facilities at this location have been 1' - ---� - o ir)spec'ted and/or certified by this Department or other a� SY F FINE t `� sencies and found t® besatisfactory FORA MAY.fMUM OF _BEDR N I L L O N DRIVExQ Qw Re a-._._ OONlS. ��• / VfILITY A9), 0,.T7{05 4Q� GOJER9 __-� FOF NEB JO.•'.-�T}-!AN POI, P.E.,CHIEF � OffiiceofVvastewatermanagernent „;,„, olkzKP71R (SITE PLAN �, ____-_-_____ -" -- CHOOkNTBREV' M�•���i��.-�sti���'-�V-•v`/.����. SCALE,I•a 20'-0' F_ — — - ELECTRICAL 5ERVICE I ad TO FUJICLEAN -� w ALARM/CONTROL PANEL I 100 y 101 1 I ¢ uN, r I 102 1 1 d w 103 Tel 104 ° M X N MAIN ELECTRICAL I 1os I--LINE DIAGRAM NOTE, N PANEL AT DWELLING MA➢la15 REM51M`LELINEDIAGRAMFOR TIWLEAN'OONTRBY A' d` a O ]D6 WIRING A PRLLE AU.O.USE OP II DW V 'I+e AWF OPTIONS BY Lo w.RRE5•.N ARE ALIAWED,PROVIDED THAT ONE MAWIF SLIGH INS 1D7 CORREEPONDINO WIRING DIA6RAht9 ARE FOLLDV,IEU IN SWH INSTALLATIOM CEIDe TEST,MIRML%IID" MAIN BREAKER ice T E �' ' TNsIDa 109 CIRDAM&M f. Am 130 I u I51 - -- -- -- -- -- -- -- L-- -- --- -- -- -- -- -- -- -- -- -- -- - 111 I , 152 - -- --T®D[1p m Ir-1e- 112 PS e I N lanl 153 s i�i l�iwii j 154 � 113 '• --°- - I LLI 114 `ills 155 1 I I I I I 1 -�-a I '� �. Tq '-" Ta R 156 1 115 z :¢ 157 1 BRANCH CIRCUIT PROTECTION OVERLOAD PROTECTION, V 116 AUO FUNT NX31 N Ll , 1 I I ►GAIN DISCONNECT AND dW1RCURRENT PROTECTION 117 159 1 ° W6 u wwRay I L- , -t OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS I I I AND MUST BE SRED ACCORDING TO PUMP/MOTOR 1 Ile 159 PJP Rb17 MANUFACTURING SPECIFICATIONS I N 119 Ce„20 Tit161 j L---------1 I u - --------, I- ---------20 z a 161121 CAN'TwEva 163DEDICATED,20 AMP 122 51NCGLE-PHASE I NO P II 164 ITS A CIRCUIT BREAKER 123 A 1 I J 124 AE1>= 1 165 ; l w 0 O 140=T 125 166 I EXTERNA OAR ND4S(COMM W/OR PUMPS)PROVDED Of OTHERS 126 167 1 AND MUST BE U.L APPROVED T1FR1l9IY PROTECTED PUMPS I I 1 127 cw� 168 1 I rslze 169 I I 128 ,� r rel--- ---0------, r-- N I I 129 C�� �rT 170 I TEMPERATURE RATING OF FiELD INSTALLED CRMTERS NMI BE AT LEAST 140 DEG. F. 130 171 1 (60 DEG C.). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS[MY. 131 p 172 CONNECTGROG GRD LUG IN PANEL TO A SECURE EARTH GUM I g i32 rw 173 I DASHED LINES REPRESENT FIELD VIRING I P FIELD VIRi SECTION 133 174 L- -- -- NG - FUJICLEAN SINGLE LINE DIAGRAM a � SCALE,NM ra A,x / (4)BEDROOM NAG DORM @� I I •.•�••T•••••• /Dk'VELLINs eLDwa PTM G�R,.'Tevro � T COW. �.- -- ' PROJECT: REOD IF INITPTGH �' .-"�! MODERN AGE �', PP ELr129' 34'O LOCKING lYGFEDf�'PER POOE7 GRADE ETYP) __..-�' -'L._�i.:✓ .. �e-.-- DCLOCKNG , BUILDERS ACl.E6 W RISER 1'O'MIN O'•d•MAK �. ww..oww ��^y ��-.T���r 4.1✓ � H/RISER _ �•.y'NAK AVG.GR/,OL EL.4oJ' �1 . MR W. MOT 4'O SOR ES 1 EL•SDO' wG OR EO. INV. 1W. MN 4'.SCx2 SS MIN 4'O 5OR 99 _ 19.OW Ut@ I i •,I v MRI Plrw i••r ELSDs EL.•sm' we on EO. RrY. IN.r, we oR W. INv. - •,- :Y �^/�F EAST MARION,NY 11939 T MN PITCH�',I'EL•98,0' EL•STD' F1.•ST.T �% • + S MN PITCH N 1 � r ' GAsrIRCNPIPe € DRAWING TITLE: MN wMIK T PE EEO OF �OOLIWa�B POLYLOK 20" DIST. BOX DETAIL WIRING DIAGRAM FQADATION F 13'TIK O•II.A, ICLEAN CM S,MD OR PEA GRA SCALE,NTS SYSTEM DETAILS VCL. T I� OM NITROGEN 1Qx=TM DYSTEM ( erzsA�.+Dlsrw...M � 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL H.S. REFERENCE NO.: R-23-1545 e'aeAN SAND cou.AR PAGE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES '�"�'"°`�'� §� APPROVAL OF CONSTRUCTED WORKS FOR SP'102.01. ASINGLE FAMILY RESIDENCE _,. . �:- 2 OF 2 IfNOVATNE 4 ALTERMT1 a O'^Iim K45TFJ4ATM TRE&T92E SMSMN(I/A OWi5, RA[:.IN6 POOLS/OI S; `JDate 911712025 H.S. Ref. N o._—T R-23�1548 1. VA ORUCL A 1 NAVE A MINI 1M T1E'ATl 5 CAPACITY OP 44o GPD I eEORGow1. LEAD RNG SnS FOR A O 4 EEDRLVM RESERNGE 9 MLL PROVIDE E00 �-Y N L AAEA FWIOLEAN OE18 1/A ON19 PROVIDE°,500 6PD 1REATFtIti CMAGITY(4 E[DROOM CAPACITY,. (�DY x D'@PFECTNE OEPTW IE KWS POOLS PROVIDE 30o PT2 B1 KALL AREA w -�..•+- FOR 506 EA4'ARRON AV=ATE SPACE POR(U D'O x V OEFTSTNE VEPM LE4 MUN POOL KN < • -� > 'The sewage disposal and water supply facilities at this location have been DEa+PRo"DEDRxPAN�aHPDDLNmI�TALLEa,. inspected and/or certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF4 BEDROOMS. CLEANOUT_DETAIL F6R AREAS N01 SUED ECT TO VENICULAR 7RAF,7IC H �yA RI AI_VM ALTUMTE•A K FOR REJIGS,AUEAVA"R'R RR UH WON SWG4 EXE\SV1/:0IED04 1 �fFOF NE`N�O� JO L�TI lAN PAN,"P.E.,CHIEF SEPTIC SYSTEM DETAIL GLEAN—OUT DETAIL Office of Wastewater Management f ✓� SCALE,NTS WALE.NT5 t Generated by REScheck-Web Software Compliance Certificate Project 2045 Willow Drive Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,785 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2045 Willow Drive Peter Bukowski East Marion,NY 11939 Modem Age Home Builders,LLC 3080 Rt 112,Suite C Medford, NY 11763 (631)569-4513 peter@modemagehomebuilding.co m Compliance: Passes using UA trade-off Compliance: 3.5%Better Than Code Maximum UA: 567 Your UA: 347 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based an 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 Hot Roof:Cathedral Ceiling 2,212 30.0 0.0 0.034 0.026 75 58 Walls;Wood Frame, 16"o.c. 3,390 21.0 0.0 0.057 0.060 158 166 Front Door: Solid Door(under 50% glazing) 21 0.350 0.320 7 7 Windows:Vinyl Frame 599 0.300 0.320 180 192 SHGC: 0.30 Garage Wall:Wood Frame, 16"o.c. 275 21.0 0.0 0.057 0.060 15 15 Garage Door:Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Floor over Garage:All-Wood joist/Truss 400 30.0 0.0 0.033 0.047 13 19 Basement Walls:Solid Concrete or Masonry Wall height:8.5' 1,632 0.0 11.0 0.055 0.059 88 95 Depth below grade;7.7' Insulation depth:8.5' Basement Door:Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Basement Windows:Vinyl Frame 10 0.300 0.320 3 3 SHGC:0.30 Project Title: 2045 Willow Drive Report date: 01/12/24 Data filename: Page 1 of10 r 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 requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 1/29/2024 Name-Title Signature Date Project Title: 2045 Willow Drive Report date: 01/12/24 Data filename: Page 2 of10 , REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0%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 documentation demonstrate j 1111Does Not [PR111 :energy code compliance for the I (building envelope.Thermal ❑Not Observable !envelope represented on I ❑Not Applicable ;construction documents. { 103.1, !Construction drawings and ;❑Complies !Requirement will be met. 103.2, !documentation demonstrate If }❑Does Not ! 403.7 I energy code compliance for I , [PR311 !lighting and mechanical systems. ❑Not Observable !Systems serving multiple iElNot Applicable ;dwelling units must demonstrate i !compliance with the IECC !Commercial Provisions, f ! 302.1, ;Heating and cooling equipment Is; Heating: Heating: ❑Complies ;Requirement will be met. 403.7 !sized perACCA Manual S based Btulhr Btu/hr :[]Does Not ; [PR212 ;on loads calculated per ACCA ! Cooling: ! Cooling: ! !Manual J or other methods ! Btulhr ! Btu/hr !❑Not Observable 3 approved by the code official. ! :❑Not Applicable ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:2045 Willow Drive Report date: 01/12/24 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1 :Conditioned basement wall ; R- ; R- ;[]Complies ?See the Envelope Assemblies [F0411 iInsulation R-value.Where interior; ; ;❑Does Not I table for values. R- R- i insulation is used,verification r 40 1may need to occur during ;❑Not Observable iinsulation Inspection.Not ; ;❑Not Applicable ;required in warm-humid locations; ;in Climate Zone 3. 303.2 ;Conditioned basement wall i J❑Complies ;Requirement will be met. [FO5]1 insulation installed per ❑Does Not (manufacturer's instructions. ❑Not Observable ; I ❑Not Applicable 402.2.9 i Conditioned basement wall ; ft ; ft ;,[]Complies ;see the Envelope Assemblies [FO6]1 iinsulation depth of burial or ; ! i❑Does Not ;table for values. !distance from top of wall. i ❑Not Observable ❑Not Applicable 303.2.1 ;A protective covering is installed I }❑Complies !Requirement will be met. [F011]2 !to protect exposed exterior ;❑Does Not ,insulation and extends a ; ;minimum of 6 in. below grade, i ❑Not Observable , ( ;❑Not Applicable 403.9 Snow-and ice-melting system t. . ❑Complies ;Exception:Requirement is [Fo12]2 !controls installed. . ❑Does Not !not applicable. ❑Not Observable t❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2045 Willow Drive Report date: 01/12/24 Data filename; Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re J D 402.1.1. :Door U fiactor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values.. [FR1]1 []Not Observable Observable j ;❑Not Applicable 402.1.1, ;,Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402,3,1, !average). ! ! ;❑Does Not table for values. 402.3.3. : 402.5 l ;❑Not Observable ; [FR211 ;❑Not Applicable ! ! i I 1 t 4 ! 303.1.3 ;U-factors of fenestration products '. j❑Complies ;Requirement will be met. [FR4]1 are determined in accordance t ❑Does Not E ;with the NFRC.test procedure or j ;taken from the default table. a[]Not Observable ! € ;[]Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies :Requirement will be met. [FR23]1 !installed per manufacturer's UDoes Not !instructions. _ ! `[]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 j❑Does Not ! :AAMA/WDMA/CSA 101/I.S,2/A440 ',[]Not Observable or has infiltration rates per NFRC 1400 that do not exceed code (. - []Not Applicable !limits. 402,4.5 !IC-rated recessed lighting fixtures: _ ❑Complies ;Requirement will be met. [FR1612 }sealed at housing/interior finish i ❑Does Not land labeled to indicate 2!,.2.0 cfm i❑Not Observable ! ;leakage at 75 Pa. } -I❑Not Applicable 403.3.1 !Supply and return ducts in attics ❑Complies !Exception:Ducts located (FR12]1 !insulated >= R-8 where duct is ( ODoes Not ;completely inside the >=3 inches in diameter and>= 4 :building envelope. 111-6 where <3 inches.Supply and; ❑Not Observable ! ,return ducts in other portions of 1 g❑Not Applicable ;the building insulated >=R-6 for 'diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter, ! 403.3.2 !Ducts,air handlers and filter ❑Complies Requirement will be met. [FR13]1 !boxes are sealed with k❑Does Not ! :joints/seams compliant with I !International Mechanical Code or ,[]Not Observable , !international Residential Code,as }❑Not Applicable !applicable. Id ; 403.3.5 ;Building cavities are not used as c I[ Complies Requirement will be met. [FR15]3 ;ducts or plenums. j []Does Not v' f. t ]❑Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids ! R- R- ;❑Complies Requirement will be met. [FR17]2 !above 105 OF or chilled fluids !❑Does Not jbelow 55 OF are insulated to zR- ! ; ;❑Not Observable i ❑Not Applicable 403.4.1 Protection of insulation on HVAC f ❑Complies :Requirement will be met. [FR24]1 !piping. 1 ;❑Does Not ! ! '[!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 ! ! ! :[]Not Observable ! ! ! ! :❑Not Applicable ! 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2045 Willow Drive Report date: O1/12/24 Data filename: Page 5 of10 Section Plans Verified Fleld Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Re .ID 403.6 jAutomatic or gravity dampers are S ❑Complies ;Requirement will be met. [FR1912, iInstalled on all outdoor air '[]Does Not ;intakes and exhausts. ; �❑Not Observable ; } 1❑Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2045 Willow Drive Report date: O1/12/24 Data filename: Page 6 of10 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. [IN1312 for the installed R-values 1❑Does Not ;provided. ;❑Not Observable ❑Not Applicable 402.1.1. ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ; I❑ Woad ;❑ Wood Oboes Not ;table for values. , , [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ![]Not Applicable ; 303.2, Floor insulation installed per i,11Complies ;Requirement will be met. 402.2.8 'manufacturer's instructions and =❑Does Not [IN211 ;in substantial contact with the I ❑Not Observable underside of the subfloor,or floor' I !framing cavity insulation is in �❑Not Applicable !contact with the top side of ; ;sheathing,or continuous ;insulation is installed on the ( i ;underside of floor framing and it extends from the bottom to the ' ;top of all perimeter floor framing s t members. 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5. 1mass wall with at least Ys of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 -wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ;❑ Mass ❑ Mass ❑Not Observable ; trequirement applies(FR10). ;❑ Steel ❑ Steel []Not Applicable ; ; 303.2 ;Wall insulation is installed per ;[]Complies ;Requirement will be met. [IN411 .manufacturer's instructions, s ',[]Does Not i s❑Not Observable ; 3❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:2045 Willow Drive Report date: O1/12/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .IQ 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' ; ;❑Not Applicable , ; 303,1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 (manufacturer's instructions. ❑Does Not [F12]' Blown insulation marked every 300 ft2. ; ❑Not Observable i ❑Not Applicable ; 402.2.3 ;Vented attics with air permeable '❑Complies ;Exception:Requirement is [F[22]2 insulation include baffle adjacent 1❑Does Not ;notapplicable. to soffit and eave vents that ;extends over insulation. s❑Not Observable I j❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;,[]Complies ;Requirement will be met. [F13]' !insulation zR-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]' lach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8, ,❑Not Observable j ;[]Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/10o ;❑Complies ;Exception:All ducts and air [FI27]' (determine air leakage with ! ft2 l ft2 : ndlers are located within either:Rough-in test:Total I (❑Does Not :handlers space. ;leakage measured with a ;❑Not Observable 4 pressure differential of 0.1 inch l ;❑Not Applicable ;w,g.across the system including ; ;the manufacturer's air handler :enclosure if installed at time of !test.Postconstruction test:Total ;leakage measured with_a pressure differential of 0.1 inch 1w.g.across the entire system ;including the manufacturer's air lhandler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [FI41' ;cfm/100 ft2 across the system or ; ft2 l ftz l❑Does Not ;handlers are located within <=3 cfm/100 ft2 without air ;conditioned space. ;handler @ 25 Pa. For rough-in l ; ,❑Not Observable ;tests,verification may need to ;❑Not Applicable ; �occurduring Framing Inspection. 403.3.2.1 ;Air handier leakage designated j :❑Complies !Requirement will be met. [F[24]' !by manufacturer at<=2%of i T❑Does Not :design air flow. ,[]Not Observable ; { UNot Applicable 403.1.1 ;Programmable thermostats i❑Complies ;Requirement will be met. [FI9]2installed for control of primary ?[]Does Not ;heating and cooling systems and ;initially set by manufacturer to []Not Observable , !code specifications. ;❑Not Applicable 403.1.2 Heat? at pumps. ostat installed ' plies Not !not a pplcab applicable. Requirementis IFI1] ;on heat3❑Do s } ;❑Not Observable +❑Not Applicable 403.5.1 jCirculating service hot water S❑Complies Requirement will be met. [FI11]2 Isystems have automatic or t ❑Does Not l !accessible manual controls. j �ONot Observable l ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:2045 Willow Drive Report date: 01/12/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? CommentsfAssumptions & Re .ID 403.6.1 ;All mechanical ventilation system ❑Complies ,Requirement will be met. [FI25]z ;fans not part of tested and listed 1 ,❑Does Not HVAC equipment meet efficacy ;and air flow limits per Table I[]Not Observable 1R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat J❑Complies ;Exception:Requirement is [FI26]2 ahrough one-or two-pipe heating ❑Does Not :not applicable. l systems have outdoor setback i ;control to lower boiler water ;❑Nat Observable 'temperature based on outdoor ❑Not Applicable !temperature. 403.5.1.1 ;Heated water circulation systems` 3❑Complies ;Exception:Requirement is [F12812 have a circulation pump.The 3❑Does Not :not applicable. ;system return pipe is a dedicated ;return pipe or a cold water supplyl ❑Not Observable ; pipe.Gravity and thermos- !syphon circulation systems are I ,not present.Controls for !circulating hot water system pumps start start the pump with signal€ ;for hot water demand within the , joccupancy, Controls a i j automatically turn off the pump ;when water is in circulation loop ' Is at set-point temperature and no demand for hot water exists. s 403.5.1.2 ;Electric heat trace systems I ❑Complies ;Exception:Requirement is [FI2912 ;comply with IEEE 515.1 or UL ❑Does Not !not applicable. l515.Controls automatically ;adjust the energy input to the , ❑Not Observable i heat tracing to maintain the ( (❑Not Applicable !desired water temperature in the 4ping• I 403.5.2 ,Demand recirculation water �❑Complies ;Requirement will be met. [FI3012 :systems have controls that ❑Does Not ;manage operation of the pump ;and limit the temperature of the l ❑Not Observable E !water entering the cold water i ❑Not Applicable ;piping to <= 104°F. C } 403,5.4 ;Drain water heat recovery units ![]Complies ;Exception:Requirement is [FI31]? :tested in accordance with CSA i.ElDoes Not :not applicable. B55.1. Potable water-side ;pressure loss of drain water heat '[]Not Observable !recovery units<3 psi for ;❑Not Applicable !individual units connected to one i r !or two showers. Potable water- ; !side pressure loss of drain water °heat recovery units<2 psi for I ! ;individual units connected to , !three or more showers. 404.1 90%or more of permanent ❑Complies ;Requirement will be met. [FI611 ;fixtures have high efficacy lamps. QDoes Not ! ! _ ❑Not Observable ; []Not Applicable 404.1.1 ;Fuel gas lighting systems have I 4❑Complies ;Requirement will be met. [F123]3 no continuous pilot light. _ 4❑Does Not a �9 ; ( �❑Not Observable ; ! r '111Not Applicable 401.3 ;Compliance certificate posted. ❑Complies ;Requirement will be met. [FI712 E =❑Does Not ! 1❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: 2045 Willow Drive Report date: 01/12/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 303.3 ;Manufacturer manuals for ;❑Complies !Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not ;systems have been provided. ( ; I bNot Observable , �❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:2045 Willow Drive Report date: O1/12/24 Data filename: Page 10 of10 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 11.00 Floor 30.00 Ceiling /Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.35 Cooling:Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments Road APPROVED AS NOTED DATE:3 a5 2 B.P.#5 '7 COMPLY WITH ALL CODES OF is FEE�, a lo. BY NEW YORK STATE&TOWN CODES AS REWIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT AMTOWNZI A 631-765-1802.8AM TO4PM FOR THEM FOLLOWING INSPECTIONS: FOUNDATION--TWO REQUIRED ` TO ITI T FOR POURED.CONCRETE 01 DEC ROUGH-FRAMING&PLUMBING wllo we INSULATION IZ_- - 15'y$w$ /2-0 2 5 FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBER CERTIFICATION YORK STATE. NOT RESPONSIBLE FOR ON LEAD CONTENT BEFORE DESIGN OR CONSTRUCTION ERRORS CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER ELECTRICAL SUPPLY SYSTEM CANNOT INSPECTION REQUIRED EXCEED 2110 OF 1% LEAD. PLUMBING ALL,PL-UMBING WASTE TRUSS PLACARDING REQUIRED &WATER LINES NEED TESTING BEFORE COVERING DO NOT PROCEED WITH Blower door FRAMING UNTIL SURVEY and ductwork OF FOUNDATION B PROVED�N testing required. P rov i cle- W i nd bo rrc, C�br 15 rMust provide Manuals Gas P &ion D,1 and S as per Pcy- 202C) }� j �-�j�� Cde 6f NYS NYS Energy Code c R-301 . 2 - .1 . 2 . Fire separation RETAIN STORM WATER RUNOFF required as per PURSUANT TO CHAPTER 236 NYS Code OF THE TOWN CODE Q �. o W W • v DWE ING w LL / PRIVATE WELL 4 Q '�"' N SANITARY SYSTEM C 0 O SITE PLAN HATCH KEY: r^ :" F- ,�„' a. ,, .' 5 N opts. �'w""_ !,r s� r/ '� i�, t « , H > r, L \' �" "�. k'a*'. '�, �' Ike- .6 4 ° . . ,) »�•'� d r� f e " a'1" '� "�`. ,,,'Y ma... 'a•„.S' / s O Y J V 1 PROPOSED BUILDING ADDITION 6 , - .:. ''r> r,d. .• +fir+ wt r a �*� c e- 1� "'� A1s ,.rt• '�� " �` "'.'� .� OOp- ..N WESL PROPOSED ACCESSORY STRUCTURE .'>1 F 16' ". �" "��w.. .... .r #. 1 •.� ! . '.,i' '' � EXIST. _ \ t - = �. q4 ,.�-�• 1lAy� :� fi ^, �dJ .lr w:w � y�A. `� f` a �� � � z ui uba� wti�al C�-OO I .00 PROJECT LOCATION &SCOPE C �y�� co WELL 1 / \ �� � ,rrr i a ; r ti + O O +' .- O _ EXIST. 4 TALL PROPOSED 2ND STORY ° , f�. r` + •''<" •- _ \: I ' ��- � r , ,� .,.* " SITE PLAN & ZONING DATA t O +-� CHAIN LINK FENCE � �,. �\ ,r^ ` �• t' t' . , •:q , �; } Lo is 41 ` �. A ad. N s, Y. �, �� • ,r �£•�•rqb O / / ``"_` y`+ N? '",•. '�i,y`S„ .yRA.� `�2� "x" 't�'�;' q, �•" .'�F Yr•.f 1 'a.L k, A"{� `M*�,.1 t ., F$'•' � yY=a 11�EXIST. 6-TALL \` '`•_�,� ' : ' r `��"!!*t,, •���...,'� �� '4�► �d � }.��'�:,,��1 °, $* � li. � �.... � � � O 5 -w. may. •. b " ,{ `� r NOTES *% ? �,"' - fly" tl s F' �e -.*u.} '4 ty �d TMF' • „e� ' CHAIN LINK FENCE `�`��� .;p ..,, ,, " � , '�'� '" '" �"AF Al--" ;' V � ~° � x�. � ��`� � � ,. C�-OO2 .00 GENERAL DWELLING w/ / I# ". ''' j ENERGY TABLE PRIVATE WELL 8 4 �6/•�, t ¢ ¢, .� , a `�,b • d,A ' ;yv;.y = ' ..a . ,h:� , SANITARY SYSTEM �' _ ��� ". b �, DESIGN CHARTS DEL.=40.i I _ ._ ' STRUCTURAL r \ : , W`6 ` y a �if r fie, ,x„ � r J.# ,4 :d_... .��j fit" '" 'i,j'k6 :''"'r n' *IN \ N ���` ;ra SUBJECT PROPERTY ,� �. �. Q ,. ` _ - ' .;r Y kk ' A" „ Y HOLDOWN ANCHOR BOLT • - EXIST. b-TALL �� y » a . �► r, $ �'` '9 METAL FENCE \ r . ', � n., .'" �,: `k � .g a� C STRAPPING, & NAILING DETAILS U / I I � \ _ t r a c �, ..t, ,6 r."S � x"r �, '', C •' "J \ �". , dr":j�"';t,, 'y��.P :3 e, " '" " � ";. �. ;� FASTENING SCHEDULE '� ' r .. 1 TL _✓.A?1f , "S "' � r. 4 .i j ANY a 'I Q) W I I - \ ► .`.s�':F�"... n it c. �=.a ..rear ..A i �._ a .. s! a �F ..a,s..',: 11' FRAM LOCATION MAP .00 BEAMICG GRAPHICS NNE -�-� 0 CTION PATTERNS ' - 1 SCALE: NTS FIREBLOCKING DETAILS A- 101 ,QO PROPOSED FOUNDATION PLAN U IFRO�I �T 5�0 1. ExIST.� FRCFOSE1� 2-5TOi�Y 4 BEDROOM 4.5 E3ATH WOOD FRAME HOME. (� WELL I A- O2 ,00 PROPOSED FIRST FLOOR PLAN- PROP. GOYERED PAT10 Q) - PROP. ATTACHED 2-GAR O ARAO E - PROP. BASEMENT W/ EXTERIOR STAIRS. A- 105.00 Ex1sT.J I (PROP• ��` I I '�� PROPOSED SECOND FLOOR PLAN I WELL WELL i �` i II'i< 1 , PRO JEC7 DATA : Q DWELLING w/ A- 104.00 PROPOSED ROOF PLAN PRIVATE WELL 4 SANITARY SYSTEM PROJECT / ZONING DATA �' � � TAX MAP # 1000-22-5-2 r I I ,� � I 1 \` I' ZONING DISTRICT R-40 _2O 1 ,QQ PROPOSED EXTERIOR ELEVATIONS w`I / m I '' LOT AREA 0.01 A0RE5 1 �� �`� I FEMA FLOOD ZONE X \ I / POAL ROP I, 0 D A SUFFOLK COUNTY HD APPROVAL 0 1f \O�N��� PROP l ICE T NK PERMIT 4 BEDROOM A-202.00 PROPOSED EXTERIOR ELEVATIONS 1 �PRO�C / It PENDING EXISTING EX15TINO HABITABLE GROSS I PROP. 2� z It SPACE AREA BUILDING SECTION BAS�MENT y I - 0 1 .Q Q S 1 STAIRS � -- EXISTING AREA TOTALS PROPOSED I PROPOSED I I I PROP. 2-STORY HABITABLE GR055 i I I, SPACE AREA _ \ \ 1 ND. FR. DWELLING j 1 w/ BASEMENT PROP. A GAR I I BASEMENT AREA O S.F. 1,45Q.1 S.F. -�O2 .OQ BUILDING SECTIONS (4 BEDROOMS) GARAGE PROP. 1 -T_ F.F. EL.=42.3' SLAB EL.=40.1' DRIVEWAY I w II FIRST FLOOR AREA 1,438 S.F. 2,044.5 S.F. DWELLING w/ I �� PROP. I SECOND FLOOR AREA 1,348.a S.F. 1,452A S.F. PRIVATE WELL 4 1 I COVERED PORCH I It SANITARY SYSTEM 33 i y 1 EXIST. b METAL FENCE-TALL PROPOSED AREA TOTALS 2,156A S.F. 4,g86.5 S.F. -�O I .00 DESIGN DETAILS ailr' O LOT COVERAGE I 1 i p S, I V I _ L _�- ,O - - + - _ _ IW - `T8P`CK �, - I w 5OU7HOLD TOWN CODE §280-1& (§280 ATTACHMENT 5) a 5O' PRONT YA W`, j 0 COVER OF 96 LOT 1� 1 EXIST. BURIED DESCRIPTION (FOOTPRINT) AREA COVERAGE �- 1 0 1 '00 PROPOSED STRUCTURAL PLANS I PROJECT: PROPANE TANK COVER OF 1 p EXIST. BURIED TOTAL LOT AREA 40,463.2 S.F. I � � �O 1 - PROPANE TANK 1 I N i• PROPOSED HOME 1,438.3 S.F. 5.(o MODERN AGE BUILDERS I �j- 1 O2 ,00 PROPOSED STRUCTURAL PLANS PROPOSED ATTACHED GARAGE 606.2 S.F. 1.5% RESIDENCE _ TEST I I PROPOSED COVERED PORCH 365.6 S.F. OA% / 1 HOLE I wI EL.=3a•8' EXIST. 1 ,0O PROPOSED STRUCTURAL PLANS 2045 WILLOW DRIVE PROPOSED 5TEP5/LANDINGS Iq"f.0 S.F. 0.59b s CLEARING LINE EL.=40.60' \ TOTAL AREA OF ALL STRUCTURES 2610.1 S.F. 6.53b EAST MARION NY 11939 EXIST. EL.=3a.5=_�_ p 0.00, UTILITY BOX -- _-- _-- L-°151.05 --- ---- MAXIMUM LOT COVERAGE ALLOWED: 20Y ------ ---- IMPERVIOUS SURFACES < 8" FROM GRADE DRAWING TITLE: ASPHALT DRIVEWAY 15a5.6 S.F. 3.Q90 �- O I .00 DWV/WATER SUPPLY RISER GAS RISER PROJECT LOCATION & SCOPE TOTASTRUCTUROEs 8v FROM GRADE OE ING 4205.7 S.F. 10.4% SITE PLAN & ZONING DATA / I L L O W D R I 4 34 Nc cups ZONING REGULATIONS MAIN BUILDING / 3la - 0 5OUTHOLD TOWN CODE §2e,0-18 (§2e O ATTACHMENT 5) EXIST. UTILITY 'n PAGE: GONERS Q' PROPOSED COMPLIES CpNC CU MIN. FRONT YARD 50.0' 6 .8 4 ' YES _ _ _ _ RB G-001m00 IMIN. SIDE YARD 15.0' 41.1' YES N. COMBINED 55.0' 84.4' YES SIDE YARDS DATE: 01/09/24 1 OF 17 i EXIST.-,, - MIN. REAR YARD 50.0' 140.1' YES / WELL DWELLING w/ DWELLING w/ I PRIVATE kiELL SANITARY SYSTEM MAXIMUM HEIGHT 55.0' 28.8' YES PRIVATE WELL b 51TE LAYOUT NOTES: - / ' SANITARY SYSTEM I. THIS 15 AN ARCHITECT'S SITE PLAN 4 IS SOUTHOLD TOWN GODS 280-207 (A)(I) SUBJECT TO VERIFICATION BY A LICENSED �t �a / SURVEYOR. THE INFORMATION LOT SIZE / AREA GTOTAL A PER REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. IN EXCESS OF 40,463.2 S.F. 463.2 S.F. ALLOWABLE CODE 40,000 S.F. GF�` SECTION 2. SURVEY INFORMATION WAS OBTAINED DEFINITION ` G - FROM A SURVEY DATED SEP• 12, 2025 t ' AND PREPARED BY: (e) LOTS '1,100 S.F. CONTAINING UP MAX. � -� ''� Q� TO 50,000 S.F. , r,`'�7 ` ,-� AJG LAND SURVEYING PLLG ' "S'?. y; 155 WADING RIVER MANOR RD. ALLOWABLE S.F. ,• No r"\ n E R Au la E E �- MANORVILLE, NY 1114a / PLUS 590 OF � � v r, SIT �J� }�1 (651) 546-ga'73 EXCESS LOT 5,100.0 S.F. 25.2 S.F. 5,125.2 S.F. 5,550.1 S.F. `l AREA OVER SCALE: 1" = 15'-0" 40,000 NOTES $ SPEC 1 F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY A55RE Y I AT I O I`S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT SINDED 1. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 3 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS 5TANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT Q TOOETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEINS PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION � Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO NORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A NANNER TO ASSURE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IB" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR W 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Lv GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL BLDG. BUILDING I " KIPS (1000 LBS) J p GENERAL GREATER SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS •' (V APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS Q ++ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM •C 0) 4. AT FLUSH FRAMING USE 16 &ACE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MEGH. MEGHANIGAL ; PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED GONGfiETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 0 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM HARDBOARD AND STRUCTURAL - "p 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES B.O.W. BOTTOM OF WALL MIN. MINIMUM - O FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS •- �AND AUTHORITIES HAVING JURISDICTION. ++ RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. O C � Z d" 4. ALL UNNOTED OR NON-VISIBLE EASEMENT'S ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 4. THE NNOTEONNE BOO NO ER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. COL. COLUMN NYC, BC NEW PORK CITY BUILDING GODS D- •p `- N INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. 6 ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-I/2 BEARING BY THE 6RADEMARK OF A LUMBER RADIN6 OR INSPECTION A5ENGY 8. ALL OPENINC75 FOR BEAM PCCKETS, UTILITIES, ETC. TO BE FILLED 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH A5 THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER c 0 SHALL BE CLARIFIED WITH THE ARCH]TEGT/E'_N6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xI0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE ��� 0 Q m 43 , WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR di. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE OGG. OCCUPANCY •- di. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE i=-+ • -0 b. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE PRELul IMINARY BASE FLOOD ELEVATION O p UNLE55 APPROVED BY THE ARGHITEGT/EN6INEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-dill. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 Q O DAYS OF 4,000 P.5.1., U.O.N. DIM. DIMENSION P. GONG. POURED CONCRETE "!. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET (� � ON PAGE 6-005. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I di0.1 STRUCTURAL GLUED LAMINATED II. GONG. 5LA55 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING D.J. DECK JOISTS PL. PLATE ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. di. DO NOT 50ALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM M5055 ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABL15HINO AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED ' J CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL T _ 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXI5T. EXISTING Ri RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. v AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR R.M. ROOM n/1 PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FI415H GRADE. I I I 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 A5TM D5456 STANDARD SPECIFICATION FOR RE EVALUATION OF F.A.I. F5H AIR INTAKE R.R. ROOF RAFTER 14. PROVIDE 'X' CRO55 BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES STEEL RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENOINEER. NO FAR FLOOR AREA RATIO STL. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED CN FROZEN SURFACES. - 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 U51N6 PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR ETD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ` BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS v CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PACE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK Idi. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6YP5UM: 6YPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL, FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR 6YPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, A5TM 057 SPECIFICATION FOR 6YPSUM LATH, OR A5TM C7di CONCRETE 5LAB5 TO HAVE bx6 10/10 WELDED WIRE REINFORGIN6. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR 6YPSUM SHEATHING BOARD. COMPLETION OF PROJECT. Idi. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR 5ECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR, FRAME TYP. TYPICAL �1 1 AS PER PAGE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" - VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d V-O" BELOW 61RADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCH I TECT/ENOI NEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR CUTTIN6 OCCURS, FIELD FTC. FOOTING YERT. YERTIGAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 5TRU07URAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. 6YPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND WHOLE OR IN PART BY ANY NEOLI&ENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.5. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOLE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HN6R HANGER ZR ZONING RESOLUTION BE LIABLE REOARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. ------ PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRU5 JOIST 2.OE MIGROLLAM LVL HOR. HORIZONTAL B. OEOR61A PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT I C�I I I I I C� I TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I `�✓1 L A7 O I `� � F E I ` E 57RAT I O I `� APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AUTHORIZATION OF THE ARCHMEOVENOINEER. AND ANY ADDITIONAL REQUIREMENTS, SET FORTH IN THE MANUFACTURER'S I.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY Idi. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE PROPOSED DESIGN GODS PRESGRIPTI\/E VALUE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT (�QMPL I�rj PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 Nl'SEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI14.1 CELLUL0510 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C208 STANDARD SPECIFICATION FOR MAX. U-VALUE = 0.52 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/5F MAX. AIR LEAKAGE = 0.50 GFM/SF YES SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 510IN6 USED IN PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. ___ 22. PROVIDE FIRE51-OCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I R-4ci SPRAY FOAM INSULATION THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MIN. R-YALUE = 4di HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE CEILING R-YALUE (CLOSED CELL) YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION '7" THICK (R='7/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF IdillO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-5ECTION. R-14 SPRAY FOAM INSULATION + 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FRAME WALL R-VALUE R-11 BATT INSULATION PER TABLE = 20 - CLIMATE ZONE 4 YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, TOTAL R-25 CAVITY INSULATION ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PACE 6-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 18.2.1 SQUARE AND tq CONSTRUCTION;55TD 10-didi AND 2018 SBG H16H WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING BASEMENT WALL R-VALUE R=11 (CONTINUOUS) BATT INSULATION MIN. R-YALUE = 10 (CONTINUOUS) AT INTERIOR WALL S 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LAG 5CREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ ® INTERIOR PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) YE w FLOORS, 57UDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEC.'s). ASME 5I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). E 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. -- chi INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 2.2.3. TRUSS METAL REGUI EM PLATES: TRUSS METAL CONNECTOR PLATES FLOOR R-VALUE R-50 BATT INSULATION MIN TABLER-VAL E = Idi BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN PER TABLE R402.1.2 - CLIMATE ZONE 4 YES WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, CONNECTORS SCREWS BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, WALL w/STEEL SHIMS 3 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. HOT WATER PIPE MIN R-VALUE = 3 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® INSULATION R-3 PIPE INSULATION PER R403.4 4 R403.5 YES ui AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6ALVANIZED. EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCIN& (® MIN. 16" 6A6E ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6,U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL COMPLIANCE STATEMENT: PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 57UD5 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TO THE 5E5T OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GORE USING CHAPTER 4 [RE]. PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, GODS EVALUATION REPORTS, S. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051N6 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG MODERN AGE RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 w/b" RI5E 8 w/ (2) VO BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASASTTENERS: F ILS, STANDARD LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DI5T., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. TABLE R501 .7 RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 57RUG7URAL DESIGN LOADS CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA BUILDERS 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHALL MEET THE REQUIREMENT5 OF THE C0VERNIN6 BUILDING CODE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE &ROUND SNOW LOAD 30 PSF RESIDENCE 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4b" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. USE LIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 5TRUGTURAL MEMBER ALLOWABLE 2.2.-1. SCREWS: 5GREW5 SHALL COMPLY WITH ANSI/ASME B 15.6.1 DEFLECTION BASIC WIND SPEED 150 MPH WOOD5CREWS (INCH SERIES). 40 psf 15 psf 2045 WILLOW DRIVE I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING EXTERIOR BALCONIES it 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHIN&LE5 OR APPROVED EQUAL. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER RAFTERS HAVING SLOPES GREATER THEN 5/12 L/I80 DECKS 40 psf 15 psf EXPOSURE CATE60RY B EAST MARION OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. 5HINC1-ES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS p p N Y 11939 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE SEISMIC DE516N CATE60RY B BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MASONRY AND WATER BARRIER FROM EDGE OF SAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: PASSENGER VEHICLE 6ARAOE5 50 psf AS PER PLAN FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. INTERIOR WALLS d PARTITIONS H/I80 WEATHERING SEVERE DRAWING_ TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 4211) ! 10 psf 15 psf 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FLOORS d PLASTERED CEILINGS L./360 GENERAL NOTES CODES AND REFERENCE STANDARD: CONSTRUCTION. FROST LINE DEPTH 3 O 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK p p ENERGY TABLE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ATTICS WITH STORAGE (MAX CLEAR HGT > 42 ) 20 psf 15 psf STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 4• ROOFING 15 TO BE APPLIED IN 5TRIGT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY NEW PORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK SPECIFICATIONS. ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 p 5. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL ICE BARRIER REQUIRED YES 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY SLEEPING ROOMS 30 psf 15 psf WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMP5ON" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION PERMITTED STAIRS 40 psf 15 psf (AFWA) AMERIGAN WOOD COUNCIL (AWG). 7. PROVIDE (2) LAYERS OF IS# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED 6ALVANIZED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 PAGE: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YCRK STATE 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER GUARDRAILS AND HANDRAILS 200 psf 15 psf PLUMBING CODE. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. G-002mOO 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE THE SEALANT TO UPLIFT FORGES USING ASTM D 638I. 6. ALL FA5TENIN5 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ROOF LOADING (LIVE = &ROUND SNOW LOAD) 30 psf 12 psf FOR ATTIC MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED P Is psf FOR LATH. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC, 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION ARCHITECT 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DATE: 01 0 CONSTRUCTION GORE. 6YPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAM ASCE 7 /-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 9/24 2 OF 17 1. 6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED SITE WORK COMPOUND METHOD. BEAM HANGER ONLY ALON& WITH SPECIFICATIONS LISTED ABOVE. 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE DEEMED APPLICABLE. RECEIVE CLARIFICATION FROM ARCHITECT/ENOINEER PRIOR TO PROCEEDING. 3. 5/8 , ONE HOUR RATED, 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. �� 'TYPE 'X' 6YPSUM BOARD ON GEILIN6 AND WALLS INSULATION (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED RrA STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT BEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SITE. STOCKPILE ALL EXCAVATED MATERIALS. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM 511:)E. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS JNSUITABLE 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED&ES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE ° TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. •,�, . �:E , 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. , ` r . 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ALL OPENINC5. - di" R-30 FOR FLAT GEILIN65 - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 6. FASTEN 6YPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS HOLDO1�lN DATA I LS 7NrF 1 GAL NA I L I NO/STRAFF I NO REOU I RE1�1ENTS FOR FASTENING SCHEDULE A Q ALL HARDWARE TO 8E INSTALLED A5 PER MANU. SPEG.'s;MANUFACTURER UFL I FT, SHEAR, I$ LATERAL_ N I ND RES I STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, UJI AND ROUGH OPENING FRAMING REQUIREMENTS) Ld "ALL STRAPPING TO BE IY4"x 20 CAUCE** -- "SIMP5ON" EG2UIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J 0 *U5E I6d NAIL5 IF 5TRAPPIN0 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) - N Q AND OUANTI TY 5PAC I NO HOEDOWN ' HOEDOWN 'B' DESCRIPTION FASTENER 5PEG. FASTENER C p) CONNECTION A NA I L I NO O R I I� FOR NEW d EXIST. FOUNDATIONS ROOF I$ GE I L I NO FRAM I NO o AT RAFTER TO RIDOE N I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d L ENDWALL .• "» GONNEGTI ON: COMMON NAIL w/o PREBORED HOLES. Q C Lo Z �- ENDWALL _ ..-» RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER r- r- (3) 2x FULL (5) 2x FULL CORNER STUD ».� �""�» �" 2 2.WOOD 15 ASSUMED TO BE D,F,K2 a BTR. IN DRY USE �- 0 N HEIGHT STU HE16HT STUD ONNEGTED TO FOR STRAP - 5 8 d• COMMON R.R. 2" SERVICE x CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST > Q U CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C :3 (Q TRANSFER SHEAR "51MPSON" HDQ6 h (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL Q O m ++ �— FOR ROOF SLOPES UNDER 5:12 WITH • • • • ' • • • HOLES,5Er NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP HOLDOWN ANCHOR ® 2-16d COMMON • • • 2-I6d COMMON ;; ROOF SPANS OF 24 OR GREATER, -� N ' -� LOCATIONS NOTED NAILS ® 6 O.G. d • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED O NAILS ® 6" O.G. d ON PLANS la" O.G. IF BLOGKE USE 4 8 d COMMON NAILS ® EA. • • CEILING J015T LAPS OVER PARTITIONS (PAGE-NAIL) 4-Ibd COMMON EACH LAP C C .. O" O.G. IF BLOCKED CORNER P05T �'•• " END OF STRAP. • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r' m O CORNER P057 GJ. C.TIES TIGHTLY BOND THE END OF THE NAIL TO A 410°ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE "SIMPSON" HDQS THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) HOLDOWN ANCHOR ® 5PACINC OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED 155OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ON PLANS --� FACTOR OF 1.5. GR 4-I. RIM BOARD To RAFTER (END-NAIL) 2-I6d COMMON EACH END d CONNECTION BI 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING °CONNECTION: HOLDOWN INSTALLATION OPTIONS: », • FOR NEW P. GONG. FOUND.'s / o o • ���- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT FOR STRAP - 3 8 d COMMON NAILS ® EA. n l m HOLDOWN CAST IN PLACE w/Wa"� THREADED ROD • • END OF 5-RAP. . (D w ..' »� WHEV IN TOWN OF 15LIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015TS - EA. SIDE '-�--J FOR EXIST. P. GONG, OR NEWLY CURRED FOUND.s • • s� • • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NorE"' / GECMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ 'SIMPSON" SET (HIGH STRENGTH EPDXY E31 • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • — ADHESIVE), d FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT NIV y I I 51MP50N #H2A (OR EQUAL) RAFTER TIE —II— (HI614 5TRENGTH ACRYLIC ADHESIVE) ""„ .. HEADER To HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG ED6E5 FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILIN6 - 5 8 d COMMON NAILS FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME LO TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD ) THREADED ROD CONNECTION "''„-- -"„„,"„ „ X FOR G.J. TO R.R. - Q 16 d COMMON NAIL5 REOUIREMENTS FOR .„ BOTTOM PLATE To FLOOR JOIST, BAND JOIST, 2-I6d COMMON 12 PER FOOT RAISED C.J.'s (WHEN FOR EA. PLATE TO STUD ABOVE OR BELOW AT G.J. TO G.J. GONNEGTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 7--r� APPLICABLE) � v 1 HOL:DOWN 'G' HOLDOWN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING ° rn VJ FOR NEW 4 EXIST. FOUNDATIONS � FOR NEWLY POURED CONNECTION GI G2 � � JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO , BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (5) 2x FULL • BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD -»"�»»�M�»~» : 0� """" "" "'""'" TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK :1LOCATIONS NOTED NAIL5 ® 6 O.G. # »"»'"» ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I CORNER POST FOR STRAP - 3 8 d• COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH J015T " ° I NAILS a EA. END OF STRAP I° FOR EA. PLATE TO STUD ABOVE � OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST , i ; M 2-I6d Ca M N ! BELOW - �_ I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST NAILS ® h" - ~�� BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ROOF SHEATH I NO ° d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST V14 CONNECTION DI 4 D2 SOLID PERIMETER EDGE ZONE a ad COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND UP TO 9" RAKE OVERHANG .'s -""""'"' HOLDOWN CAST IN PLACE w/?/5"4) THREADED ROD » »»»» »» • s:" ~""__» AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST, P. GONG, OR NEWLY GURRED FOUND.'s • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" 5ET(HIGH STRENGTH EPDXY Q 1/2" MIN. ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT FROM GYPSUM WALLBOARD 5d COOLERS -i" EDGE / 101, FIELD (HIGIf STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER FOR STRAP - 5 8 cl* COMMON NAILS a EA. SPECIFIED ON D I ��" » ° END OF STRAP (WRAP STRAP UNDER SILL PL) I WALL SHEATHI NO FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES Sal-ID d CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/Wa"4) THREADED ROD . 2 I6 d COMMON NAILS— STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO I GYPSUM WALLBOARD 5d COOLERS »7" EDGE / 10" FIELD 1P FLOOR CONNECTION W/ # LP74 51MP50N (OR """."".. STRAP w/(5) Z " „..•„„ 8d NAILS® EA.END w NA I L I NO/STRA�� I NO V�I NDOW/DOOR HEADER 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES -•., �„ OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 SIMP50N H2.5A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2015 WFGM, TABLE 3.1,P. 184);WHEN STRAPP NO GONNEGTION E -- " �, a, REQUIRES OVER 14 NAILS, USE 51MP50N 0516 STRAPPING (OR EQUAL). »••-»""» I or LE55: bd COMMON b EDGE / 12 FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM, TABLE 5.255,P. 41) GREATER THAN I": Iod COMMON 6" EDGE / 12" FIELD • G - NUMBER OF FULL HE16HT KING STUDS ® EA. SIDE OF HEADER (2016 WFGM,TABLE 3.23C, P. 2q ,",»_"-�""""-»» • ALTERNATE AS PER TABLE 5.250, P. 2a3) ' I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. a (2016 WFGM,TABLE 3.1,P. 159) ° PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P. 266) ° ° ° ° ° SHEAR CAPAGITIE5, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F -NUMBER OF I66 NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. IDE °° d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.6,P. 191) ° d 2 - WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF ter.... ° MODERN AGE E »""'�- �•,"�„ ° ° ° FOR STRAP - 3 8 d• COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. - FOR ROOF 5HEATHIN6 WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4 ON EACH FASTENINO 5GHEDULE B d a END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE „- „` "~.-„...... 9° BUILDERS —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOw/DOOR OPENINGS USED. ""~w ., �� ° ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) 2 16 d COMMON NAILS A NOTATION 5I ONAOE FOR TRUSS TYPE, PRE-ENOI NEERED RESIDENCE ROUGH A B G D E F WOOD, AND/OR TIMBER GON57RU07I0N OPNG THE FOLLOWING 51ONAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2045 WILLOW DRIVE 2'-0" 5 1 1 1 1 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE EAST MARION, NY 11939 RE5IDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 1 2 2 2 2 6 Si=L_ I G NO O TOE i�LAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. '-O" � I 3 3 3 3 BRAG AUTHORITY HAVING JURISDICTION:INO/5TRAFFINO DRAWING TITLE: (5) - REQUIRES SILL PLATES OF 2"xb" (MIN) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE � , 8'-0" 12 2 3 4 4 4 }-- SPLICE —{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REOUIREMENT5 SAYS BACK ® BLOGKIN6 a 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LEN6� I FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B$0 - 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "1", 11 , 111 , "Iv", OR "\/" TO INDICATE STRAPPING, & NAILING DETAILS lo'-o" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION GLASSIFIGATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-O" 16 2 5 6 6 6 BUILDING MINIMUM SPLICE''` BUILDING MINIMUM SPLICE'�'� THE NY5 Br-,. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-61, 12'-O" 3'-0" OF EA. STRAP 00, 6" DIAMETER 00, COMPONENTS THAT ARE OF TRUSS TYPE, 16011 3 0 /3 a Ib o 4 o ATTIC PRE-ENGINEERED WOOD, OR TIMBER 003m G- OO ANCHOR BOLT S� GE F I GAT I ONS - _ CONSTRUCTION AS FOLLOWS: 20'-0" 4'-O"/5'-O" 20'-0" 5'-0" - "F" = FLOOR FRAMING, INGLUDIN6 ^ GIRDERS $ BEAMS BLOCKING 2 BAYS " SPECIFICATION (2015 WFGM TABLES 5.2A 5.25, P. I5'1-I60) '- " 24'-O" 4'-O"/5'-O" 24'-O" 6'-O" BACK ® 4 O o.c. ".. - "R" = ROOF FRAMING CORNER sa" - "FR" = FLOOR 4 ROOF FRAMING DATE: 01/09/24 3 OF 17 CONDITION FOR ALL STRUCTURES: 5/e"41 ANCHOR BOLTS 0 311" O.G. iv 5:21-0116-O /`I-51, 52-0 8-O SECOND FLOOR r 11 NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE 36-O "1-O 36-O Q-O CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 'e w • LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O I. W 1 "i SQUARE WASHERS AND END SETUP N N PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK Ka 4-0" O.C.Y „ 6-O /10-O 40-O aL ,• X END l;3 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 5O'-O° IG'-O"/12'-b° 50'-G° 13'-O" lu s CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. S FILL IN EXPOSURE B TYP.STRAP w/(3) STROKE • TOP TWO COURSES SOLID 5d NAILS EA. END N " u u u 7 5.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL 60-O 12-O /15-0 60-O I b-O OF EA. STRAP ( ; :fl HEIGHTS FOR OTHER WALL HEIGHT'S,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/6; � �� � �� � �� � ,� FIRST FLOOR Z, OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE '70-D 14-O '10-O I O PLAN DIAGRAM OF ZONES ,.� 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 8 12" 60'-O" -o" 22'-0" NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), FROM ENDS AND CORNERS (TWO a CORNERS) q' WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM To LEFT) 10'WALL - 125 BLOCKING 2 BAYS e II'WALL- 1.5"15 RED PANTONE WHITE 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER BACK® 4-O" O.G. # 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 181 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM I NO GRAPH 1 G5 CONT I NUOU5 BUILT-UP C I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A F 1 REBLOCK 1 I 0 FOR PLATFORM WOOD FRAM I I O Q WORKING KNOWLEDGE OF THE AMERICAN WOOD GOUNGIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOIST5] SEE MANU. SPEG.'5 FOR ADDITIONAL INFO.) o AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUREMENTS: 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Ld CONNECTION DESCRIPTION TOGETHER SIDE BY 51ME ARE CONTINUOUS OVER w BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS lOd NAIL5 o 12"O.G. < P THE SPAN LENGT4 FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q N STUDS STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. B (3)ROW5 IOd NAILS o 12"O.G. •C SUBFLooR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O O O (2)ROHS 1/2" m BOLTS o 12"O.G.STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE SUBFLOOR C TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. w a-- (O DBL.o ENDS O w r— SOLE PLATE BUILT UP GIRDER P MAX.52" D (2)ROWS 1/2" 4+BOLTS o 16"O.C. NAILING: _ -0 • O 50LE PLATE TWO-PIECE GIRD=R5 ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE �- E (2)ROWS I/2" m BOLTS o 24"O.G. 51DE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES A5 FIRESTOPPIN6. O C LO Z BETWEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING •— r F (2)ROHS s-5/8"TRUSSLOGK SCREWS• 12"O.G. a 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. 0 w N SCREWED ON(1)SIDE OF MEMBER �C LINE; OR GIRDERS ARE TO BE NAILED FROM EACH X 6 (2)ROHS S-5/8"TRUSSLOGK 5GREW5• Ib"o.c. P 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C O SGRENlED ON(U SIDE of MEMBER JOIST, OTHERS STAGGERED H/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 O m �.3 � - ---- - ETWEEN NAILS N A HORIZONTAL LINE. H (2)ROWS s-s/8"TTaussLocK SCREWS• 24•O.C.o.c. P JOISTS SERVE AS FIRESTOPPING. _c O +, In i R JOIST SGREI^JED ON(I)SIDE OF MEMBER • MAXIMUM OFFSET THREE-PIECE '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O J (2)ROHS 5"TRUSSLOCK SCREWS o 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d O JOIST DEPTH, d SGREHED ON BOTH SIDE OF MEMBER p 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS Q � O MATCHED SIZE OF BLOGKIN6 NAILS ON EA. BIDE W/ TWO NEAR EA. END OF EA. SERVE AS FRESTOPPING. ^ ` (2)RODS 5"TRUSSLOCK SCREWS o 16"O.G. 4 W UNDER NON-LOAD BEARING FIRESTOPPING AND K SCCRE�'W ON BOTH SIDE OF MEMBER PIECE, INCLUDING- INTERMIDIATE JOINTS, AND w/ THE PARTITIONS 0 52" O.G. BLOCKING STUD OTHERS 5TAGGE�ED w/ A DISTANCE OF NOT MORE 5 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROHS 5"TRU�'SLOCK SCREWS o 24"O.G. BETWEEN 1/6 DOUBLE PLATE 5CREVID ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO GE I L I NO BRAG I NO P FOUR-PIECE 61DER5 ARE TO BE ASSEMLED AS 5TRINOER TO SERVE A5 FIRE5TOPPIN6. GANTI LEVERED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE WNNECTION PATTERN '16"8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR +J 4 CONNECTION PATTERN 'I WHEN 10' OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH — STUD 2.WHEN SGREHIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER I P 61 ER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH r BUILT u RD p, GIRDERS ARE TO BE SECURELY ANCHORED TO I �-/ 5UBFLOOR SOLE PLATE 2"x4" CONTINUOUS &ABLE END FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ^^ LATERAL BRAGS o 60.0. TRU55 MASONRY PIERS,NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 n 1 I( IY 11 BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE `J.f BAND JOIST lOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED 2) AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL G.J. SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON NA L I NC PATTERNS FOR 5I D LOADED BEAMS (i e . FLUSH BEAMS) PLATFORM FRAME GONSTRUGTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE • — 10) 8d -LOCATIONS REOUIRUN6 FIRE5TOPPING- AS FIRESTOPPING. NAILS FIB- FIRE- WOOD FIRESTOPPINS FIRESTOPPIN'S STOPPING STOPPING FIRE- FIRE- SOLE / FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST 5d COOLER NAILS o 10" O.C. NAILED' BOLTED' �i o 2"x4 BLOCK NAILED TO A.BRACE VERTICAL LOCKING 2 ROWS Ibd S ROWS 16d 2 ROWSXi" 2 ROWSXs' 2 BOW514' W/(4) IOd NAILS COMMON COMMON BOLTS 24• BOLTS BOLTS FIERINO 15 AP WHEN o - •12'O.G.• 0 12"O.G.• O C.STA68ERED° 012,104. 06,104. COVERING IS APPLIED STUD 20 (30.5 TRAP TO UNDERSIDE OF JOISTS GYPSUM BOARD THO ROWS 12"O.G. THREE ROHS 12"O.G. DOUBLE PLATE * 5d COOLER NAILS o 10" O.G. (lo) 8d NAILS BEAM SELECTION w/ 5TD. NAILING ° o 0 LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 n�l JOIST SHALL BE LOCATED DIRECTLY NOTE: END WALL 5TUD5 AS NOTED IN NOTES '7 $ 5 ° o ° o a o o ° s W NONCOMBUSTIBLE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING LOCATION �rEAi2T ENE OVER STUDS,UNLE55 TOP PLATE 15 4"o EDGE/I2" o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDGES SOL E WOOD FIRESTOP OF GIRDER PING DE516NED TO CARRY THE LOAD SCREWS#6 - V4"TYPE W OR 5 MRESTOPPING LOGA71ON 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A9 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE McMBER.USE WASHERS UNDER HEAD AND NUT. O @ O O O O O O O O OVERLAID ROOF S.STAGGER EACH ROW OF FASTENERS BY 12". O O 0 O 0 O O O O d 2'SPACE NOT \ � ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. V TO BE FILLED \ ® NONCOMBUSTIBLE FIRESTOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 l \ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY Be DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. \ " LOCATION "I STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ F1RE5r 9.2 RO1 S OF 16d COMMON NAILS(12"O.C)FOR DEPTHS 12'OR LEW 4 8d NAILS LOCATION 5 OPP1N6 LOCATION a o EA.END o R.R. D.S ROWS OF 16d COMMON NAILS(12"04)FOR DE17145 OF 14",16.4 16'. LOCATION 10 -(I'FULL WIDTH 21. BLOCKIN Z O N CONSTRUCT ON SETA I LS Jul I ND LOAD PATH CONNECTION DETAILS I TOP PLATE DRILL 2"40 INTO ROOF INTERSECTION DES A I L DECK FOR STRAPPING INSTL. NOT TO SCALE I EXIST.OR NEW NEW R.R.SET W/ R.R. BELOW UPPER TOP PLATE LAPS 4 loci NTINUOUS LONER TOE NAILS NOTED II BLOCKIN6 TOP PLATE SPIKED TO R.R.'e ALIGN NEW 4 EX. R.R. AS SHOWN KING STUDS PLAN VIEW NOTE: 51MILAR a SHED' WOOD JO I S —O WOOD JO RooF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANGER HEADER z GENERAL REQUIREMENTS FOR IS REQUIREMENTS FOR o W INSTALLATION OF 01-INCHED NAILS INSTALLATION OF TOE—NAILS GIRDER/HEADER . WOOD GIRDER JACK STUDS WOOD JOIST MAIN MEMBER P �L .J01 ST FRAMING OVER WOOD 01 RDER JOIST FRAMING FLUSH W 1 TH 61 RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: McMBeRs DIAM.X 5 APPROX. 50° H/THE MAIN MEMBER 4 STARTED APPROX.ks THE LENGTH OF THE NAIL FROM THE MEMBER END, MODERN AGE I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,5TRAI6HT THROUGH AND BENT OVER BUILDERS A MIN. OF (5) NAIL DIAM.'s AT A �10° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST RESIDENCE 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. O, NO MORE THAN 2 TOE NAILS SHALL BE (IN AVOID N STALLED N EA. OF A RAFTER OR GEILIN6 JOUST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS 2045 WILLOW DRIVE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLATE BOTTOM PLAT BATHTUB — SUB FLOOR DOUBLE JOIST J DOUBLE JOIST --0 TOP PLATE EAST MARION, NY 11939 C_,,HIM. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SN M® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-SEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/ STUD5 TO ATTIC FLOOR 4 BLK'6 TO R/L SIDES H/ STRAPPING TO R/L SIDES) IL O w PAGE: TOP PLATE o O Q W ND RES 15TANT CONSTRUCT 1 ON CONNECTORS GHIM. CHASE WALL G-0044000 00NNECT(ON LOGAT ON: PART NUMBER: NOTES: o'w v R I DOE-TO-RAFTERS G520 @ 21 " APPLY TO EACH PAIR OF RAFTERS -z Q z- 0 RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 01 09 24 / / 4 OF 17 ROOF o A� z RAFTER—TO—PLATE H8 or H2.5 APPLY TO EACH RAFTER I � REO D BLO..KIN6 p O PLATE-TO-WA S C520 TO ALIGN H/ STRAPPING dd LL UD 8 APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE ®z Q - THE FIRST FL. 2ND. FLOOR WALL-TO UST. FLOOR WALL LFTA or G520 © 56" .�"r ^t-. w APPLY TO EACH WALL STUD FLOOF✓GLG. ® • HEADER-TO-JACK STUD 0520 © 12" APPLY TO EACH JACK STUD H H CRIPPLE STUD—TO—HEADER H5 APPLY TO EACH CRIPPLE STUD 6 l SHEAR WALL HOLDDOWN ANCHOR 557B 16 APPLY TO EACH S I DEWALL ENDS , WRAP UNDER DOUBLE SILL PLATE 157. FLOOR-UNDER-SILL PLATE 0520 PLAN VIEW (USE WITH 3" SQUARE WASHERS) O� , SIDE VIEW USE THE FOLLOWING OR APPROVED SIMPSON METAL GONNEGTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL 5"**r��50L (t- 1 0- 50'-2.1 Q EXISTING TO BE DEMOLISHED NEN PARTIAL HEIGHT 2'-8" 12'-0" - WOOD FRAME (L.G. 5TL. Iq W � EXISTING TO REMAIN { WHEN APPLICABLE W- - - - - - - J v Ii NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) / Q O a NEW DRAPED INSULATION Q NEW I-HR FIRE RATED BASEMENT WALL O Lo MASONRY - - - - 4 14 \1 w WOOD FRAME (L.G. STL. \1 12 m I6 LANDING 15 A_4O1 II �`I 6co VVV -ABOVE - - - I 12 c w O WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL _ -I - - PROP. 4" GONG. NEW 2-HR FIRE RATED POST FOR 4" WALLS(MIN. (2) 2"xb" STRUCTURAL CONDENSER L WOOD FRAME (L.G. STL. :. Lo Z .4- 0 _C _POST FOR 6" WALLS), U.O.N. •v e-- N WHEN APPLICABLE) w C 0 U FOUNDATION PLAN NOTES 0 p0 m ♦.�-, CO uo DOOR NOTE: NEW MEGH. AREA: A/C CONDENSERS: to C NO . 0 •• OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 0 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S ID I. PROVIDE (2) NEW 2.5-TON A/C CONDENSERS BY Q a- m O ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL "RHEEM" OR APPROVED EQUAL. n 1 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT UNITS AS PER NYS MG 506.1 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH \!/ ON PLANS BY 'ANDERSEN', 'THERMATRU' (OR EQUAL). 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES ZONE (SEE THERMOSTAT NOTE FOR ZONE DESIGNATION). - 3.NOTE DOES NOT INDICATE EACH NEW DOOR REQUIRED PER NYS MG 504. 5.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DE516NATIONS 4 DOOR SCHEDULE. 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT 4.INSTALL UPON LEVEL &ROUND d PROVIDE GROUND 14 m A-502 tt 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR EQUIPMENT TO EXIST. PIPING AS REQ.'D. SURFACE (GONG. PAD OR OTHER) w/WE16HT RATING WALLS U.O.N. = 5. INSTALL AS PER MANU SPEG.'s SUFFICIENT TO ACCOMMODATE OR055 WEIGHT OF Q TYPICAL MECHANICAL AREA NOTES: CONDENSER. 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS _ � I. FOR HD. FR. FLOOR - PROVIDE I/2" GONG, BD. BY APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS _ -1. SEE PAGE 6-003 FOR ALL OTHER FRAMING "DUROCK" (OR EQUAL) g V ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" 4 A-302 fj STAIR RAILING NOTE: TYPE X GYP. BIDAL F U305 (OMIT ON GONG. WALLS) FREEZE II FASTENED PROOF oORY BIB: (PRECISE N �'I b'-I 'I / 4�PROP. WATER LINE ^ ` (� O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI d MIN. 10° 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU, 0 2-3 10-O 2-3 2 g (`I✓J w Tr - RISERS SHALL BE CLOSED SPEC.'5 AND AS PER NY5 MECH. AND FUEL 6A5 GODS •° 8-I 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST. MECH. EQUIP. SHALL BE VERIFIED THAT LOCATION T.B.D. IN FIELD CONSULT w/OWNER) _ 2 � 8-1�2 -0. NOT EXCEED THE SMALLEST BY MORE THAN ". IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE HOEDOWN (FOUNDATION TO IST FLOOR): j`- . ;o - - - Q l 2-O 4. STAIR55. 0OM IN 5HALL HAVE THEYS SHALL FOLLOWING CLEAR WIDTHSE AT LEAST ': 5 FRESCOMH AIR INTAKE FRO AIR VOLUME AS M EXTER OR PEG.'s - PROVIDE 12 HOLDOWN 'D' AS PER PAGE 6-005 p - - - - 14 O O `�---J - • - 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL 13 HOEDOWN (GARAGE FOUNDATION TO IST FLOOR): iv L - - _ L 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. EMERGENCY SHUT OFF SWITCH HOEDOWN 'B' AS PER PAGE 6-003 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'1" MIN. -7. FOR OAS SERVICE, PROVIDE OAS SHUT OFF SWITCH O� O MEGH• 12 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER GLIDING BASEMENT WINDOW Q - - - - - - = O 7 m MASONRY - o ROOM A-401 ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER CODE 14 - SEE WINDOW SCHEDULE FOR MAKE AND SIZE. A-401 16 LANDING OR MORE RISERS A 9 - PROVIDE IND 12 = 16 0 AND WHERE SHOWN ON PLANS. . PROVIDE 3 FLOOR DRAIN IF REQ'D BY EQUIPMENT 4 W OW WEEL WITH COVER AS REQ D. 4 � - ABOVE_ � N _ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED CONNECT TO SANITARY SYSTEM AS PER NY5 - J L- WALKING SURFACES LOCATED MORE THAN 50" ABOVE PLUMBING CODE TYPICAL GEOSED FOUNDATION ' N FIRST.FL FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. IO.APPLIANGES JOINED THROUGH A COMMON NATURAL 15 ® PORCHES / PATIOS: c • - -1. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL O I. SEE NOTED DETAILS 12 = `I F ALLOW PASSAGE OF A 4 4' SPHERE;36 HIGH SECTIONS OF 2020 NYS RG 6242-1. 2, ALL HDRZ• SURFACES SHALL BE PITCHED ® 1:48 AWAY HANDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW FROM BUILDING 12-3 �'' j PASSAGE OF A 4" 0 SPHERE. O FURNACE IO ELEC. PA L 5 3. FOR SLABS ABUTTINO FRAMING, INSTALL COPPER - 5. 6RIPPABLE RAIL AS PER CODE. NEW RHEEM-10000 BTU 6A5 FURNACE A-401 41. RAILING TO BE WOOD U.O.N. "R95TAO'OI5I'iM5A" (OR EQ.). FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, < I. VENT THROUGH ROOF. BED ALL FLASHING IN ASPHALTIC MASTIC ' GLO5ED P. GONG. STAIR: 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL J - - - - -.-°- - - - - - - - - - - - - - - r- r 2.F.A.I. THROUGH ROOF. ® I. TYP. 42" RAIL AS NOTED UNLESS < 30" ABOVE GRADE 3.INSTALL PER MANU. SPEC.'S BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER _ a 14 12 12 12 18 N 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. 4 TO MAIN FOUND. 4 FA57ENIN6 SHALL BE AS PER RAIL MANU. PROVIDE 6 TANKLESS WATER HEATER , EXTERIOR GRADE PAINT AS REQ'D OR POWDER O NEW NAVIEN NPE-240A2 CONDENSING PROPANE Q 2 N COATING TANKLESS WALL-HUNG WATER HEATER (OR APPROVED Ib PROVIDE 4 SHELF FOR SLAB BEARING - - 3.SEE FOUND. PLAN 4 DETAIL EQUAL).� _ ,• SMOKE DETECTOR / GO DETECTOR NOTES: 1. VENT THROUGH WALL. CONCRETE APRON O I. CONTRACTOR SHALL PROVIDE GODS COMPLIANT 2•F.A.I. THROUGH WALL. 17 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION BASEMENT - SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 3.INSTALL PER MANU. SPEG.S SMOOTHLY FROM SLAB EL. TO GRADE - -I UNFINISHED 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 HARD WIRED TO EACH OTHER w/BATTERY BACKUP, UNHEATED 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES WATER METER: 5. CROSS SLOPE MEASURED PERPENDICULAR TO SHALL NOT BE REQUIRED WHERE EXISTING ALARMS O 1. INSTALL NEW WATER METER IN BASEMENT TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 _ O 1555 2.SEE ALSO PLUMBING RISER DIAGRAM (2 SLOPE) _ - ARE NOT INTERCONNECTED, AS PER NYS R314.4. A-302 I e' i 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 3.INSTALL A5 PER NY5 PLUMBING GODS 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE u� • a A-30 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. DOORS IN GARAGE _ 4.SMOKE /GO DETECTORS TO MAINTAIN 3 MIN. ELECTRICAL PANEL: 18 - POUR FOUNDATION WALL ® ALL DOORS TO THE BOTTOM °' PROVIDE 4" HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 8 NEW ELECTRICAL PANEL � m GONG 4 OPENING5 TO BATHROOMS w/SHOWER OR TUB. O ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. OF SLAB (TYP) N r SLAB 5. INSTALL ALL AS PER MANU. SPEC.'S O _ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BURIED PROPANE TANK (SEE SITE PLAN): - 6ARAOE SLAB N ENERGY RECOVERY VENTILATOR: I9 Q r- IN COMPLIANCE WITH LOCAL CODE O I. PROVIDE NEW 1000 GALLON BURIED PROPANE TANK - Y2 ABOVE I. PROVIDE ERV FOR ENTIRE HOME S.F. 2.INSTALL AS PER MAU. SPEC.'S t` r 2. MODEL BY 'LENNOX OR EQUIVALENT; 3.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY 4 STORM N INSTALL AS PER MANUF. SPECS WATER STRUCTURES, 4 BURIED UTILITY LINES;REFER TO `�` O I O 517E PLAN FOR INSTALLATION LOCATION. '. - J - 3 c SOIL BEARI G GAPAG GTE: Q ® O IB N 1TY N _ o I STRUCTURAL DESIGN OF FOOTIN65 A55UME5 A 501L d o SM/GO _ BEARING CAPACITY OF I TON/S.F. m m 2 O L d) LOURED CONCRETE AND STEEL REINFORCEMENT NOTES: CONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE - - 12 I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 4'-8" m FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE in HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 11 " Z DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTII�Y5. - - - - - - - - - - - - 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 2. SPEGIFIGITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. (V SHALL BE DE-WATERED. THE POUR 517E SHALL REMAIN DRY FOR N ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL a N O ENCOUNTERED. CONFORM TO AGI 506. V NRY I6 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 12 12 PATIO OABOVE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO • I 13 I6 • 13 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT TEMPERATURES WITHIN 10 F OF CONCRETE. �ry 4 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. Q PROF. WASTE Y N 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. Q PIPE Q Q � eN 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL REMOVE AS REOV. �p Q A5TMA615 GRADE 60. HAM FOR SLABS DO NOT NEED TO BE 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 41 COATED. PERMITTED WHEN NECESSARY. _ _ _ _ _ _ _ _ _ _ _ _ 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS PROJECT: SHALL BE 5TA66ERED. "1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER , o P 0 T: AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - - - - - - - - - - - - - - - Q ,I - - - - - - - - - - MODERN A VI E 'I. PROVIDE MECHANICAL DEVICES AI HOLD STEEL 4 HARDWARE IN 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, W ry COVERAGES, AND PLUMBNE55. 9. NON-CHLORIDE, NON-GORRO51VE ACCELERANT ADMIXTURES ARE IT,_Oy2, _O Q,-3„ BUILDERS 5. CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 CONCRETE. (A5TM C4a4/G4a4M,TYPES G AND E). 16'-2" 10'-8" RESIDENCE 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL IS'-6" 45-3y2 I6'-2° AREAS EXCEED ONE 5QUARE INCH. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXP05ED $r I m 2045 WILLOW DRIVE REACHED A COMPRESSIVE STRENGTH OF 800 PSPEATED FREEZINO AND THANINS UNTIL GRETE HAS � � EAST MARION, NY 11939 Fi�0�'OSE17 FOU1�l7,�T101� i�L.Al�l 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AV 506. SCALE: 1/4" = I'-O" DRAWING TITLE: PROPOSED FOUNDATION PLAN DOOR SCHEDULE DOOR MATERIAL TAG DESCRIPTION MANUFACTURER p 4 N RA1REEG NOTES o PAGE: WIDTH HEIGHT 4 45 MIN. RATED IU - SELF GL051 N6 BASEMENT DOOR SCHEDULE A-lolmoo 001 SINGLE (EXTERIOR) THERMATRU 3'-O" 6'-8" I • I! . 3/4-CITE SINGLE � t F--002----�� (MECHANICAL) 2'-6" E ',� C1 DATE: 01/09/24 5 OF 17 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER �? :• r) * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER c 8 3, WINDOW CHART `:_. - - - - EGRE55 f CLEAR LIGHT VENT •gyp.. 4 ROUGH OPENING WINDOW DIMENSION # OPENING PROV. PROV. TAG TYPE MODEL WIDTH REO'D: 20" TEMP' PER PER HEIGHT REO'D:24" UNIT UNIT •` WIDTH HEIGHT 1 WIDTH HEIGHT (OPEN REQ'D: 5.1 S.F. AMERICAN Q (5) GLIDING CRAFTSMAN 2--7 I-3 2-6 I -2 2.0 I.O (OR EQ) OE I FERAL. ENT' : r Q Q a NEW PARTIAL HEIGHT 30'-2" Q EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. 12'-O" WHEN APPLICABLE) EXISTING TO REMAIN :o N NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ® ® 2 N STL. WHEN APPLICABLE) NEW DRAPED INSULATION / 2'-I" m 4 8'-II" O Q NEW I-HR FIRE RATED BASEMENT WALL O A-401 w O (O WOOD FRAME (L.G. STL. p m L M L 4 p WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL � � N Z I P05T FOR 4" WALLS a. ) L NEW 2-HR FIRE RATED (MIN. (2) 2"x6" STRUCTURAL p C Lo � WOOD FRAME (L.G. 5TL. P05T FOR 6" WALLS), U.D.N. =ry I 102 .- s- r- WHEN APPLICABLE) N " >, � 0U /-�-� O O m -+_' co PLAN NOTES O NEW LAUNDRY ROOM: O ++ Lf) I. NEW WASH/DRY HOOK UP DOOR NOTE: WINDOW NOTE: 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s KITCHEN C O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. 173.2 S.F. Oj O I. ALL NEW WINDOWS +� DOORS SHALL BE ANDERSEN 3.PROVIDE HOOK UPS AS REQ'S PER MANU. ma n¢ � � ON PLANS BY JELD-WEN (OR EQUAL.). CASEMENT,DOUBLE-HUNG, OR CLIDIN6 (AS NOTED). W 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPEC.'S. DRYER EXHAUST NOTE: ON PLANS BY 'ANDERSEN', 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; I. DUCT SHALL TERMINATE TO EXTERIOR 7'-O" 3'-10" Qo - 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS 4 WINDOW SCHEDULE. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 10 - PROPOSED;SEE DE516NATION5 4 DOOR SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "6LAS5 WINDOWS OPENINGS O m 2 _ _ 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. 3.DUCT SIZE AS PER MANU. G' m _ _ - _- -_ -_ G- HALLS,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 4.DUCT SHALL BE EQUIPPED w/A BACKDR:AFT DAMPER 4 5. INSTALL AS PER MANU 5PEC.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH r T A-3o2 -; A-3o2 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN d cV 6.PROVIDE (2) 2"x I O" HDR., U.O.N. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: - L I V I NG/D I N I NG _ '1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 6.1. FOR ALL 5KYL16HTS 4 OPERABLE PANELS OF CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 347 S.F. CONNECT THE DRYER T ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5WIN61N6, 5LIDIN6, 4 BIFOLD DOORS I THE EXHAUST DUCT SYSTEM 14-6 3-5 r l SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 6.2. WITHIN 18" OF F.F. EXCEED 5 FEET AND SHALL BE LISTED AND LABELED OSTAIR B RAILING NOTE: 6.5. WITHIN 24" OF A DOOR IN ACCORDANCE WITH UL 2155A. -3 10'-01, rn I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" 6.4. WITHIN 5TAIRWAYS 4 WITHIN 56" OF A LANDING 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D NATURAL LIGHT 4 (� W Tr - RISERS SHALL BE CL05ED 6.5. WITHIN TUB/5HOWER ENCLOSURES METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 2 - cv A VENTILATION 4'-0" 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL b.b. SEE ALSO GENERAL NOTES ON PAGE 6-002 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ram- FLOOR 520 S.F. 1 �`-2 I-0„ +J NOT EXCEED THE SMALLEST BY MORE THAN ". 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND DUGT5 SHALL NOT BE CONNECTED WITH SHEET-METAL ® AREA 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-8". WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 50RENS _ t • - 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (2) 2"xIO" HEADER U.O.N. -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 4 S.F. REQ. S.F. PROV. IIb 1 _ 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER LOCATION TO THE WALL OR ROOF TERMINATION. THE m " - -1 A LIGHT 41.6 S.F. q4.7 S.F. 4 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5 MIN. NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - � REQD O A-401 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2'1" MIN. LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" FEET FOR EACH 45• BEND AND 5 FEET FOR EACH q0• - - - - - - ` 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN ABOVE GRADE OR THE ADJACENT SURFACE AT THE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES (- p O REav 20.8 S.F. 50.4 S.F. 13 O 2 v ONE SIDE OF EACH FLIGHT OF STAIRS CONTAININ6 FOUR BUILDING EXTERIOR. NOT INCLUDE THE TRANSITION DUCT. A-401 I 4 - OR MORE RISERS, AND WHERE SHOWN ON PLANS. Q ttl =ry MUDROOM NEW EXHAUST FAN SHALL BE INSTALLED WHERE c� PANTRY (3) RI1017.6111 _ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED EGRESS NOTE: li'-8" , 43.q S.F. DN (2) Tr a12" ' WALKING SURFACES LOCATED MORE THAN 30" ABOVE 8 VENTILATION 15 NOT MET BY MEANS OF NATURAL FINISHED FLOOR OR GRADE, 4 WHEERE SHOWN ON PLANS. IN COMPLIANCE WITH NEW PORK STATE BUILDING O CIRCULATION THROUGH WINDOWS OR DOORS TO I -1. 42" H16H GUARDRAIL 4 SPINDLE SPACING NOT TO CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 14-q ALLOW PASSAGE OF A 4" <P SPHERE;36" HIGH EORE55 SHALL BE FOLLOWED: _ I 103 Ecn 403.3.2.3; INSTALL AS PER MANU. SPECS rci)_)l 12 I HANDRAIL 4 SPINDLE 5PACIN6 NOT TO ALLOW m 5'-'i" 6'-7" 4'-O" - PA55A6E OF A 4" 0 SPHERE. NET CLEAR OFF-NINO........... 24 S.F. N E L O O � n 1b. 6RIPPABLE RAIL AS PER GORE. NET CLEAR HEIGHT............... 24" MINIMUM NEW PLUMBING FIXTURES: IIS 105 VJ q. RAILING TO BE WOOD U.O.N. NET CLEAR WIDTH................. 20" MINIMUM O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. CLOSED P. GONG. STAIR: TYPICAL BATHROOM NOTE: 4 I'-Oy2" ® I. TYP. 42" RAIL AS NOTED UNLESS < 30" ABOVE 6RADE O I. WALL BOARD NEW FLOOR (TYP.): 10 •ry 4 q 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. 5TL. I.I. INSTALL M015TUR.E RESISTANT 6YPSUM BOARD IN 10 I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SGREYU; LAUNDRY z cV FASTENING SHALL BE AS PER RAIL. MANU. PROVIDE ALL BATHROOMS $lT ROOM 1 4 Q 2 - `- 2 - - SCREW PERIMETER OF SHEATHING 6' O.G. 4 12' O.G. EXTERIOR GRADE PAINT AS REOV OR POWDER 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND INTERIOR. d Z 0 II 53.7 S.F. p x m�, / COATING TUB SURROUNDS 2.NEW FINISHED FLOOR PER H.O. SELECTION 2 0 O -- r- ® / 3.SEE FOUND. PLAN 4 DETAIL 2. SHOWER FLOORS BED0 5 5 P#1 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON NEW TILE FLOOR: - OSMOKE DETECTOR / GO DETECTOR NOTES: 2.2. CONCRETE MUD-SET (SLOPE I/8 PER FOOT II 1. NEW TILE FINISH (H.O. TO SELECT) UPON 3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT TOWARDS DRAIN) UPON 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON SMOKE / CARBON MONOXIDE COMBINATION DETECTOR 2.5. WATER PROOF MEMBRANE TO COVER SHOWER L� / HARD WIRED TO EACH OTHER w/BATTERY BACKUP. FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS 3.NEW " DUROCK CF-MF-NTBOARD (OR EQUAL) UPON �- dJ a NATURAL LIGHT 4 K \ o 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 4.NEW �" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); c 7,_Oy2„ 2,i p„ - - - SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® - N VENTILATION \ _ ARE NOT INTERCONNECTED, AS PER NYS R314.4. O NEW ATTIC ACCESS -ACCESS HATCH: INTERIOR. FLOOR \ A-3o2 I. MIN. 350 # CAPACITY A-502 220 S.F. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND AREA _ 1 \ PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") ELECTRICAL METER: O \ \ 4.5MOKE / GO DETECTORS TO MAINTAIN V MIN. 3.DBL. FRAMING WHEN NEW OPENING 12 = E S.F. REQ. S.P. PROV. W I•G. C HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, 4 T L16HT 55.1 S.F. 13'-4y2" 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. INSULATION ABOVE w/ PC. FR. (OR EQ) BAFFLE OR UTILITY CO. STANDARDS N - cv REQ,D 17.6 S.F. 51.7 S.F. 0 F- 7 L - - - - 5. INSTALL ALL AS PER MANU. SPEG.'s RETAINER TO PREVENT INSULATION FROM ENTERING O , 4 _ - 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 THERMOSTAT: i m VF 8.8 S.F. 30b S.F. 1 3 = O I O Q O iv IN COMPLIANCE WITH LOCAL CODE (OMIT WHEN ATTIC, AGGE55 DOES NOT PENETRATE 13 1. PROVIDE THERMOSTAT FOR TWO ZONES: m ry ry m THERMAL ENVELOPE OF BUILDING). - ZONE 1: FIRST FLOOR 3'-6" 4'-0" A O -�_� - ry ry 5. INSTALL AS PER MANU. SPEG.'s - ZONE 2: SECOND FLOOR 3 O ALIGN 6.CONSULT H.O. FOR PRE015E LOCATION OF ACCESS. 2. H.O. TO SELECT MODEL; INSTALL AS PER = / MANUF. 5FE05 r _ - O J FOYER 5M/CO tt1 �10 OI4 HOLDOWN (IST TO 2ND FLOOR): I q HOLDOWN 'A' AS PER PACE 6-003 • 5'-5A Oe OPEN TOl 2 GAR ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "5-003" FOR NAILING Q STRAPPING DETAILS. F 8 ` III 6' Ioq 6 ABOVE 1 ry - 55o S F&ARAOE K \ S �, BATHROOM ` _ 0 SEE DOOR SCHEDULE FOR ALL CLASS DOORS FROM SAME MANUFACTURER ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 0 q q6.4 S.F. O l0 1 \ \ 4 5L4L6 I q _ 4'-O" \ WINDOW CHART ------ - I 4'-0° II , ATH. l01 \ CLEAR LIGHT VENT :� U m O II - - - ROUGH OPENING WINDOW DIMENSION FL 4 B 4 B_ �` z OPENING TEMP. PROV. PROV. 3-10 2-q 2-q' 3 10 Q TAG TYPE MODEL # ___L _ WIDTH REQ'D: 20" PER PER WIDTH HEIGHT WIDTH HEIGHT HEIGHT REOV:24" UNIT UNIT ry OPEN REOV: 51 S.F. - - U IL A (6) DOUBLE-HUNG LWDH24410�F 2'-6 �" 5'-O 2'-5 5'-O �" 5.28 4.74 4 D 4 D COVERED PORCH ry 322 S.F, ry 4 G 4 4 G B (2) DOUBLE-HUNG I WDH24410 2'-6 �" 5'-0 �" 2'-5 5'-O [� 8.28 4.74 4-6 2 IO-O 5-I I 41-by2 G (6) DOUBLE-HUNG WDH210410 3'-O �" 5'-O 2'-II 7-5,-0 10.45 5.83 0� ;� =cv = Lu � ry Qo a D (2) DOUBLE-HUNG WDH210310 3'-0 4'-0 �" 2'-11 i" 4'-0 J"7 �I Q Q E (5) DOUBLE-HUNG [ WDH24510 2'-6 �" 4'-O ," 2'-5 4'-O �" a 6.37 3.66 N PROJECT: LL F 3 DOUBLE-HUNG HDH24510 2'-6 " 4'-o " 2'-5 " 4'-o7,11El - BUILDERS G (4) CASEMENT GXW14 3'-O 4'-O 2'-II 4'-O" i' [� q.5 4.0 8'-3" 8'-l0" m q'_3" L H (5) (2 IN ATTIC) [ WTR2423 2'-6 J" 2'-5 i" 2'-5 i" 2' " 18'-b" Ib'-2" 1Q'-8" RESIDENCE 45'-3y2" ptI (2) AWNING A3I �L 3-o2-o $� $r � m° 2045 WILLOW DRIVE J (4) AWNING A51 3'-0 �" 2'-0 J" 2'-11 J" 2'-O J" 4.5 1.4 EAST MARION, NY 11939 K (1) AWNING L A251 2'-4 9" 2'_0 i" 2'_4 i" 2'_o i" © PROPOSED FIRST FLOOR PLAN V� L (3) DOUBLE-HUNG VCH2O510 2'-2 J" 4'-0 9" 2'-1 9" 4'-O �" 5.26 3.Oq SCALE: 1/4" = 1'-O" DRAWING TITLE: M (1) PI CTURE L P3o4o 4'-0 " 2'-11 " 4'-0" CIA PROPOSED FIRST FLOOR PLAN N (2) CASEMENT GXWIS 3'-0 5'-0 2'-II 4'-II 9" [� 12.1 11.5 0 (1) DOUBLE-HUNG C WDH2O32 2'-2 �" -3I -4 2'-I 3'-4 �" P (U GA5EMENT �F GXWI5 3'-0 5'-0 2'-11 J" 4'-11 g" IF Q [� 12.1 11.5 PAGE: AMERI GAN Q (3) GLIDING CRAFTSMAN 2'-'7 J" 1'-3 2'-6 J" 1'-2 4" 2.0 1.0 (OR E0) A-102 ., 00 DOOR SCHEDULE 107 GARAGE DOOR --_- - J - - DATE: 01/09/24 6 OF 17 DOOR MATERIAL 105 GARAGE DOOR 8'-O" 8'-O" ---- Q I' RATING SINGLE JELD-WEN 2'-4" 7'-O" • TAG DESCRIPTION MANUFACTURER J N NOTES IOQ WIDTH HEIGHT 3 45 MIN. RATED 110 SINGLE JELD-WEN 2'-6" 7'-011 � I SELF-CLOSING t�_ FIRST FLOOR 111 SINGLE JELD-WEN 2'-6" 7'-O" • 101 SINGLE (EXTERIOR) THERMATRU 3'-O" 7'-O" • • 3/4-CITE SINGLE JELD-WEN 2'-4" 7-O • - �'� F_ 4-PANEL SLIDER _ :A ! 102 (EXTERIOR) ANDERSEN II'-q" 6'-10 I FWGD II10611-4 113 SINGLE JELD WEN 3-O 'f-O �;�� �. ;`y ,. -'+ 103 4-PANEL SLIDER ANDERSEN q'-q" 6'-10 • JJ • •�I FWGD g10611-4 114 SINGLE JELD-WEN 2'-6" '1'-O" • '� ' �,i `' ' (EXTERIOR) -� i 115 SINGLE JELD-WEN 2'-6" IE 7'-O" • ��'y�. r ~w 104 SINGLE (EXTERIOR) THERMATRU 2-6 7-O ��� FULL-CITE ��� jT�., ✓,__ �j) 105 SINGLE (EXTERIOR,) THERMATRU 2'-8" 7'-0" • ®� LlJJ J_ J_J• J HALF-CITE 116 POCKET JELD-WEN 2-6 7-O • - 106 51NGLE (GARAGE) T8D 2'-6" 7'-0" 1 ! • [� 0ENEAL 5Yt,-150L a 0 _ EXISTING TO BE DEMDEMOLISHEDNEW PARTIAL HE16HTWOOD FRAME (L.G. STL. ui W EXISTING TO REMAIN WHEN APPLICABLE) -j v NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) �LoV NEW DRAPED INSULATION Q c 0 NEW I-HR FIRE RATED BASEMENT WALL \I w CO V "v WOOD FRAME (L.G. STL. O WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL O G Of L. 23'-5y2" L (MIN. (2) 2"xb" STRUCTURAL P05TFOP, 4" WALLS - - - - - - - - - - - - - - - - - - - - - -' f C,4 NEH _ RATED Lo Z d' WOOD FRAME (R POST FOR 6" WALLS), U.O.N. 12'-II" q'-O" I � •v r- N WHEN APPLICABLE 4'_IOy„ i_q„ 5'-�`6�2_q 3-6 x J 14 N N 4 P I 4 14 O C) FLOOR PLAN NOTES O NEW LAUNDRY ROOM: Lo 7 I. NEW WASH / DRY HOOK UP I :� • - DOOR NOTE: WINDOW NOTE: 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 14 1 Q a O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN w/SIZE OF EQUIP. 4 14 Q ON PLANS BY 'JELD-WEN' (OR EQUAL.). CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). 3. PROVIDE HOOK UPS AS REQ S PER MANU. n \ 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT INSTALL AS PER MANU. SPEC.'S. DRYER EXHAUST NOTE: W ON PLANS BY 'ANDERSEN', 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; I. DUCT SHALL TERMINATE TO EXTERIOR (V 10 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS 4 WINDOW SCHEDULE. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS OPENINGS ' 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. 3.DUCT 51ZE AS PER MANU. WALL5,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HIN6E. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER BEDROOM #4 5. INSTALL AS PER MANU SPEG.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 6.PROVIDE (2) 2"AO" HDR.,U.O.N. 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 4 4 o - 1. SEE PAGE 6-003 FOR ALL OTHER PRAMING 6.1. FOR ALL SKYLIOHT5 4 OPERABLE PANELS OF CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5WIN61N6, SLIDING, 4 BIFOLD DOORS SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO G- BATHROOM cv r 1 6.2. WITHIN IS" OF F.F. EXCEED 8 FEET AND SHALL BE L15TED AND LABELED A-502 11q.4 S.F. m ' A-302 OSTAIR $ RAILING NOTE: 6.5. WITHIN 24" OF A DOOR IN ACCORDANCE WITH UL 2158A. = -�� n 1 m 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. 10" 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D a NATURAL LIGHT 5 K f I I I Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS VENTILATION q e 2. GREATEST RISER HE16HT IN A FL16HT OF STAIRS SHALL SEE PASSE AL50 eOR FARAMOT ELEMENTS AROUND RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST L s FLOOR 208 S.F. • NOT EXCEED THE SMALLEST BY MORE THAN '. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-8", WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM SCREN a AREA 3 O 4 - Q m ♦ - 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (2) 2"xIO" HEADER U.O.N. 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 14-6 S.F. RE0. S.F. PROV. - i + 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 56" MIN. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PR LOCATION TO THE WALL OR ROOF TERMINATION. THE • Q 1 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 13'-4° REQb Ib.b S.F. 32b S.F. 5M/GO dJ 4.5. BELOW HANDRAIL, RAILS ON BOTH 51MES: 27" MIN. LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN '72" FEET FOR EACH 45• BEND AND 5 FEET FOR EACH q0• I S. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN ABOVE GRADE OR THE ADJACENT SURFACE AT THE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES J VENT 8.3 S.F. 25.8 S.F. ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR BUILDING EXTERIOR. NOT INCLUDE THE TRANSITION DUCT. OR MORE RISERS, AND WHERE SHOWN ON PLANS. II,q 1: G 4 G 4 14 1 ,�20.b S.F. O FL �F 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED EGRESS NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE WALKING SURFACES LOCATED MORE THAN 30" ABOVE IN COMPLIANCE WITH NEW YORK STATE BUILDING 8 VENTILATION 15 NOT MET BY MEANS OF NATURAL 1 FINIS ' '1. 42" HFED FLOOR OR I6H GUARDRAIL $ SPPINDLE SPAG N6 NO TO SHONN ON CODE,CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF O OUTDOORCIRCULATION THROUeH SPACES AS PER I NOPsIS OR DOORS TO YS MEGH. CODE SECTION 6' EORE55 SHALL BE FOLLOWED: _ ALLOW PASSAGE OF A 4 � SPHERE;5611HIGH 403.3.2.3; INSTALL AS PER MANU. SPECS = ! cV 14 1 10'-"jy2" 6' HANDRAIL 4 SPINDLE SPACING NOT To ALLOW - m BENCH 3 PA55A6E OF A 4" 0 SPHERE. NET CLEAR OFIENINO........... 5.1 S.F. ' J O 2 O n \ NET CLEAR HEIGHT............... 24" MINIMUM NEW PLUMBING FIXTURES: BEDROOM #2 204il W 5. 6RIPPABLE RAIL AS PER CODE. - -I_ NET CLEAR WIDTH................. 20 MINIMUM O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. L 's �L�160 S.F. 12-I I �-4-jy2 .I�-4 6 q. RAILING TO BE WOOD U.O.N. SEE AL50 PLUMBING GENERAL NOTES ON PAGE G-002. 10 14 X D � SM/C CLOSED P. GONG. STAIR: TYPICAL BATHROOM NOTE: p 13 O 2'-0" ® 1. TYP. 42" RAIL AS NOTED UNLE55 < 50" ABOVE GRADE O 1. WALL BOARD NEW FLOOR (TYPJ; 4 4'�2 2.RAILING SHALL BE WROUGHT IRON OR CALV. STL. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN l0 1. NEW Jy" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); NATURAL IGHT 4 3 2 Q : / J 14 m 6 4 6 4 14 m FASTENING SHALL BE AS PER RAIL MANU. PROVIDE ALL BATHROOMS SCREW PERIMETER OF SHEATHIN6 6" O.G. 4 12" O.G. ® 5M/ O 10 VENTILATION EXTERIOR GRADE PAINT A5 REQ'D OR POWDER 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND INTERIOR. COATIN6 TUB SURROUNDS 2.NEW FINISHED FLOOR PER H.O. SELECTION FLOOR 160 S.F. 3.SEE FOUND. PLAN 4 DETAIL 2. 5HOWER FLOORS AREA ;b CL. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON NEW TILE FLOOR: S.F. REO. S.F. PROV. i- ATHROOM O O SMOKE DETECTOR / GO DETECTOR NOTES: 2.2. CONCRETE MUD-5ET (SLOPE I/8" PR FOOT II SITTING AREA lY _ g O 1 cV 1. NEW TILE FINISH (H.O. TO SELECT) UPON - 4 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT TOWARDS DRAIN) UPON LIGHT 6 * 18"1.'1 S.F. in 1 53.2 S.F. 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON 12b S.F. 2q.5 S.F. SMOKE / CARBON MONOXIDE COMBINATION DETECTOR 2.5. WATER PROOF MEMBRANE TO COVER SHOWER REQ'D cV y + M 5 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS 3.NEW " DUROGK GEMENTT3oARD (OR EQUAL) UPON ' O i tV dJ 14 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); `A 4 JQ;D 6.4 S.F. 14.5 S.F. 1 n N FL q SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS 5CREW PERIMETER OF SHEATHIN6 6 O.G. 4 12" O.G. ® _ L_ I �i - II ARE NOT INTERCONNECTED, AS PER NY5 R314.4. O NEW ATTIC ACCESS -AGGE55 HATCH: INTERIOR. 502 - - - - - - - - - - - - - - �; BENCH �- O(E 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 1. MIN. 550 # CAPACITY �ry - PER GENERAL ELECTRICAL NOTES ON PACE 6-002. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") ELECTRICAL METER: �! 1 SM/CO 3 •� 201 ¢J 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. 3. DBL. FRAMING WHEN NEW OPENING 12 - �` HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-41 INSTALL NEW ELEG. METER AS PER NYS MEGH. CODE, 4 '7tu 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. INSULATION ABOVE w/WD. FR. (OR EQJ BAFFLE OR UTILITY CO. STANDARDS 203 a`1+-b II dL. BEDROOM #3 >,:��< 5. INSTALL ALL A5 PER MANU. SPEC.s RETAINER TO PREVENT INSULATION FROM ENTERING • 25'7A S.F. b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 THERMOSTAT: N _ I 5M/G0 4 m _ IN COMPLIANCE WITH LOCAL CODE (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 13 1. PROVIDE THERMOSTAT FOR TWO ZONES: = W.I.G. g BATHROOM � 502 THERMAL ENVELOPE OF BUILDING). - ZONE I: FIRST FLOOR 31.1 S.F. 62.2 S.F. .p S. INSTALL AS PER MANU. 5PEC.'s - ZONE 2: SECOND FLOOR 5 - \ I NATURAL LIGHT I$ G 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55. 2. H.O. TO SELECT MODEL; INSTALL AS PER FL • cc(� VENTILATION O MANUF. SPECS BE q m FLOOR 25l S.F. w 14 HOLDOWN�A I AS PER PADCE FLOOR): G-003 _ HO AREA / OPEN TO S.F. REQ. S.F. PROV. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 8 5TRAPPING DETAILS. 14 4 E 4 F 4 F 14 BELOW 14 REab 20.6 S.F. 3q.0 5.F. 14 '�♦ SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER N FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 3'-6" 2'-'I" 2'-2}�2" 3'-8y2" / VENT 10.5 S.F. 52b S.F. WINDOW CHART CLEAR LIGHT VENT N ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. I4 4 A 4 A 4 A 14 14 4�� o 4 6 I4 z TAG TYPE MODEL # ui HEIGHT RENIDTH aQD:24'I TEMP. PER PER � "Y'2" WIDTH HEIGHT WIDTH HEIGHT LOP EN 5.'1 5.F. UNIT UNIT 3 4 3 3 10 0 A (6) DOUBLE-HUNG WDH24410 2-b IF 5'-0 2-5 J Ev-0 8.215 4.'14 - - - T U B (2) DOUBLE-HUNG WDH24410 2'-6 �" 5'-O 2'-5 5'-O [� 8.28 4.'14 II'-6y2" -- -7'-I" I6'-2" 2'-O" 22'-10" G (b) DOUBLE-HUNG WDH210410 IF 3'-O �" 5'-O 2'-II 5'-O [� 10.45 5.55 I7'-II" i7'-4" 5'-6y2" 5'-'ly2" 2'-8y2" I'-q" LU AY D (2) DOUBLE-HUNG HDH210510 3'-0 �" 4'-0 �" 2'-II 4'-0 J" [� bo'-lo" Q o E (5) DOUBLE-HUNG WDH24310 2-b C 4-O 2-5 4'-0 6.51 3.66 ❑ ❑ PROJECT: LL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MODERN AGE F (3) DOUBLE-HUNG WDH24310 2'-6 �" 4'-O �" 2'-5 4'-O �" [� �� G (4) FCASEMENT C GXWI4 3'-O 4'-O 2'-II 4'-O" q.5 q.0 O TRANSOM _ ° $ Q BUILDERS H (3) WTR2423 2'-6 �" 2'-5 i" 2'-5 " 2'-5 " 7,E- RESIDENCE _-_ -_ (2 IN ATTIC) �L 1 (2) AWNING A51 3'-O 2'-0 2'-11 2'-O J" Q 2045 WILLOW DRIVE J (4) AWNING A31 s'-o �" 2'-0 i" 2'-II J" 2'-0 �" 4.3 1.4 EAST MAR ION NY 1193 K (1) AWNING C A251 2'-4 J" 2'-O i" 2'-4 i" 2'-O �" Q FROFCSED SEGONI1 ) FLOOR PLAN 9 L (3) DOUBLE-HUNG WDH2O310 4'-0 J" 2'-i 4'-0 �" 5.26 3.Oq J SCALE: 1/4 - I o DRAWING TITLE: M (1) PICTURE C P5040 V-0 " 4'-0 �" 2'-11 R" 4'-O" q.4 PROPOSED SECOND FLOOR PLAN N (2) CASEMENT CXN15 3'-O 1 5'-0 2'-II i" 4'-If �" [� 12.1 11.5 0 (1) 7F DOUBLE-HUNG E_ NDH2O52 �1 2'-2 J" V-4 J" 2'-1 i" V-4 g" _7_ _7E P (I) CASEMENT GXWI5 3'-O 5'-O 2'-II 4'-II J" [� [� 12.1 11.5 AMERICAN PAGE: Q (3) GLIDING CRAFTSMAN 2'--1 I'-3 2'-6 J" I'-2 2.0 1.0 (OREQ) A-103m00 DOOR SCHEDULE 207 SINGLE JELD-WEN 2'-b" 7'-O" J • i� DOOR MATERIAL 205 (2) DOUBLE SWING JELD-WEN 2-O 7-O 1 l CLOSET DATE: 01/09/24 7 OF 17 „ 71 TAG DESCRIPTION MANUFACTURER p RAILNG I NOTES ! 20q (2) DOUBLE SWING JELD-WEN 2'-O" - '1'-O" -• - ;� �I�' CLOSET WIDTH HEIGHT ►- Q SELFI cLo5N. iN6 210 SINGLE D-WEN 2'-6" =-5- __jELI • SECOND FLOOR -L � " er 201 SINGLE JELD-WEN --2'-b '1-0 202 SINGLE JELD-WEN 2'-6" '1'-O" �I r C 203 POCKET - JELD-WEN 2'-6" 7'-O" • a. 204 SINGLE JELD-WEN 2'-6" 7'-O" • t 205 SINGLE JELD-WEN �2-6" '1'-0" • °� �~ �'� ��j a 206 POCKET JELD-WEN 2'-9," •1'-O" U�� 0 I `FERAL 5 I �50L ICE I : CL Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q,� — J HOOD FRAME (L.5. STL. li WHEN APPLICABLE) W EXISTING TO REMAIN J 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) [Q m Q +' N Lo NEW DRAPED INSULATION / 4 NEW I-HR FIRE RATED BASEMENT WALL 0 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL • O POST FOR 4" WALL5 — — — — — — — — — — — — — — — — — — — NEW2-HRFIRE RATED +� WOOD FRAME RA STL. (MIN. (2) 2"x6" STRUCTURAL z ® T 0 C Lo Z d- WHEN APPLICABLE) POST FOR 6 WALLS), U.O.N. �? 13- •p N cEl :3 co 0 O m +t " a-+ O 4 X3 ALUM. N DOWNSPOUT DOWN O p TO SPLASH GUARD „Q O ® GRADE ('IYP) (VI Jl 2"x8" R.R. ® I6" O.G. 2"xl0" R.R. 2"xl0" R.R. ® 16" O.G. ® 16" O.G. A-302 i A-302 5:12 PITCH OVERHANG BELOW. 4"X3" ALUM. 9:1� 11:12PI_T_CH SEE DETAIL DOWNSPOUT DOWN �1 J #12(A-401) TO SPLASH GUARD u — — q ® 6RADE (TYP) Q7 N X �� U " 6A5 FURNACE 4"X3" ALUM. Aj n 0 EJ 6A5 FURNACE N DOWNSPOUT DOWN ® ^� _ — — — — — — — L — J VENT d F.A.I. TO SPLASH GUARD -0 \ VENT $ F.A.I. I (SEE ELEVATIONS) j ® &RAVE (TYP) Nz FURNACE IN ATTIC 5PAGE. SEE NOTE — 2"X10" R.R. I 2"xl0" R.R. (SEE ELEVATIONS) #5 ON A-103. ER EQUIPMENT TO BE O np® Ib" O.G. \ LOCATED IN A IC SPACE ALSO. z — — — POST TO RIDGE / - - - - -- - - - - - 10:12 PITCH 10112 PITCH �J \ Q I DRYER VEyllol / \< y D N (SEE ELEVATIONN ® i x X - 0. x ry+ 0. nI �h �/ sOLi c_v \ / VF K \ � / a lry OST TO RIDGE POST TO RIDGE n 0 302 - x (2) 1."75"xI1.95 15" MICRO. RIDGE POST TO RID POST TO RIDGE `r " H \ H X ci 0 N b !� �� x ® POST TO RIDGE 2 (2) 2"XI2" RIDGE 502 7. �<Ln `z I •• `ry 12:1�_P� ^ 12:1122 PITCH O V 0.1 2"xl0" R.R. I 2"xl0" R.R. \ I "I 016,10.0. ® I6" O.G. — — — � x N ® �I - - - - - - - - - - — o L- — — — — — — — - - � W m a A w I I I o - -� - - - - — - - - - - - - - - - - - - - - 1 X H � 4"X3" ALUM. a DOWNSPOUT DOWN j(f 0 (I p H Q TO 5PLASH GUARD A n m - 0 Q ® GRADE (TYP) 4"X3" ALUM. `fl DOWN5POUT DOWN ® O <TO SPLASH GUARDE � C ® &BADE (TYP) � I °N � PROJECT: L - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - " ® MODERN AGE GUTTER HIGH m m BUILDERS POINT (TYP) Q RESIDENCE 2045 WILLOW DRIVE F OPOSEI7 ROOF PLAN EAST MARION, NY 11939 SCALE: 1/4" = I'-o" DRAWING TITLE: PROPOSED ROOF PLAN PAGE: A-104mOO DATE: 01/09/24 8 OF 17 �- r) r, IL ELEVATION NOTES Q O ROOFING: O W I. SEE NOTE ® SECTION 2. ASPHALT ROOFING 51N6LE5, COLOR 4 STYLE TBA(OR J QUAL) (MIN 50 YR. WARRANTY)E OROOFING: 4 T I w N I. SEE NOTE ® SECTION Lo 2. STANDING SEAM METAL ROOF, COLOR 4 STYLE TEA Of Q 0) (OR EQUAL) ---- Z C'^ W O 3 SIDING: _I. SEE NOTE ® SECTION 2 0 Q 2. LAP CEMENT 51DIN5, COLOR 4 STYLE TEA (OR EQUAL) - 12 ++ (V • I (MIN 50 YR. WARRANTY) SIDING: 12 � C Lo Z -.4- O I. SEE NOTE ® SECTION 2 I •� X CV 2. VERTICAL BOARD 4 BATTEN SIDIN6,COLOR 4 STYLE �1 Q U TEA (OR EQUAL) (MIN 30 YR. WARRANTY) 0 -+� uj O O5 STRUCTURAL PERMAGAST COLUMN 8" SQUARE O (V 0 Q � a— m0 O PROVIDE'AT ALL ZNEW(WOINDOWB/DOORS (TYP)OR CASING: n , W NEW TRIMS: _ OPROVIDE NEW EXTERIOR TRIM A5 PER ELEVATION 6 DRAWINGS: CORNER BOARDS 5 �", BELLY BAND 8",AND FACIA +/- 6" DEPENDENT ON ROOF. `} Ob NEW DRYER VENT: — SEE NOTE ® PLAN / OA AO r \ m r O NEW MECHANICAL UNIT DIRECT V LL ENT: (1 1 INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANL. N W SPEG.'5 IN FULL CONFORMANCE H/VENTING CLEARANCES REQUIRED PER NYS MG 504. -�� F.F. F.F. - to NEW HOSE BIB ONEW MECHANICAL UNIT FRE5F4 AIR INTAKE: U II INSTALL AS PER MANU. 5PEG.'5 3 BASEMENT WINDOW: 5 \ 101 12 BASEMENT WINDOW PER WINDOW SCHEDULE. . — PROVIDE WINDOW WELL AS REQUIRED. STANDING SEAM OVERHANG: O 13 SEE DETAIL #12 (A-401) - 0 ° 0 O O r i F.F.GRADE - - - GRADE Q I�--45'-10" TO SIDE PROPERTY LINE 45'-0" TO SIDE PROPERTY LINE N FAST ELEVATION (FRONT) SCALE: 1/4" = I'-O" ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING $ 5TRAPPIN6 DETAILS. '�• SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER WINDOW CHART 6 4 7 I EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TAG TYPE MODEL # OPENING TEMP. PROV. PRO\/. WIDTH REOV: 20" PER PER - -12- HEI6HT REO'D:24" UNIT UNIT WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: A (6) DOUBLE-HUNG WDH24410 2 2ill 5''-6 �" 5'-O '-5 ill J" 45.28 4.74 B (2) DOUBLE-HUNG WDH24410 5'-0 2'-5 5'-O Q 5.28 j 4.14 O G (6) DOUBLE-HUNG WDH210410 3'-0 5'-0 -Ili,, 5'-O i" [� 10.45 520 12 D (2) DOUBLE-HUNG WDH210310 L4__ '-O �" 2'-I I IF4'-O 1" J I 4 E (3) DOUBLE-HUNG WDH24510 2'-6 �" 'I 4'-O �" 2'-5 4'-O 6.37 3.66 12 2 F (5) DOUBLE-HUNG WDH24310� 4'-0 J" 2'-5 4'-0 J" Q q ol CASEMENT — CXW14 3'-0 "� 4'-0 " 2'-11 R" 4'-0" [� QS C1.0 4 TRANSOM - 12 (2 I N ATTIC)H (5) WTR2423 2-6 2-5 2-5 2-5 G 1 (2) AWNING A31 3'-O " 2'-O " 2'-II " 2'-O J (4) AWNING A51 3'-0 2'-0 g" 2'-II E" 2'-0 J" 4.3 1.4 — 12 6 PROJECT: K (1) AWNING A251 2'-4 �" 2'-O " 2'-4 i" 2'-O J" [� 12 F.F. F.F. 3� - - - - MODERN AGE L (5) DOUBLE-HUNG WDH2O310 2'-2 �" L4'-O k 2'-1 j" J 4'-O J" 5.26 5.001 �- -- BUILDERS M (1) PICTURE P5040 3'-0 4'-0 2'-11 J" 4'-O" a.4 N (2) CASEMENT GXWIS 3-O—7 IF5-O 2-I I 4-I [� 12.t I I.5 RESIDENCE 7Z-2ui ON DOUBLE-HUNG WDH2O52 3-4 n 2:-1 " 3i-4 u 17 l07 L===j! 105 \ 2045 WILLOW DRIVE[1 IF (1) —IF—CASEMENT GXWIS 3'-0 " �F 5'-0 " 2'-11 1" 4'-11 J" 12.1 11.5 �I \ EAST MARION, NY 11939 AMERIGAN Q (3) GLIDING CRAFTSMAN E0) N 2'-7 1'-3 �" 2'-6 1'-2 2.0 I.O Imo' _7 ° / 2' MIN. 2' MIN. DRAWING TITLE: �L . ED / 12" PROPOSED EXTERIOR ELEVATIONS F= MIN. (V I DOOR SCHEDULE ___-- 4 6 a n PAGE: DOOR MATERIAL NORTH ELEVATION (RIOHT) A-20LOOTAG DESCRIPTION MANUFACTURER Ll Q N RATING NOTES � �_ SCALE: 1/4 - I -O WIDTH HEIGHT 3 45 MIN. RATEDL TV - SELF-CLOSING i' FIRST FLOOR DATE: 01/09/24 9 OF 17 101 SINGLE (EXTERIOR) THERMATRU 3'-O" 7'-O" • �I • 5/4-LITE 102 4-PANEL SLIDER ANDERSEN II'-q" 6'-10 9" Le �l (EXTERIOR) • •• I FW6D 1110611-4 105 4-PANEL SLIDER ANDERSEN 6'-10 J" �I' • FWGD Ci10611-4 �' '9 ,r• (EXTERIOR) 104 -- SINGLE (EXTERIOR) THERM ATRU 2'-6" '1'-0" • FULL-LITE 105 SINGLE (EXTERIOR) THERMATRU 2 7'-,5" '-O" FHALF-LITE - k y 106 SINGLE (GARAGE) 2'-6" 7'-0" • [� �. ap 107 GARAGE DOOR 8'-O" 8'-O" — • `;' �` ¢'® ...... 108 GARAGE DOOR =5'-O" 8'-O" • /s- �� ELF-VATION NOTES Q OROOFING: Ljj I I. SEE NOTE ® SECTION 2. ASPHALT ROOFING SINGLES, COLOR b STYLE TBA (OR W EQUAL) (MIN 50 YR. WARRANTY) J OROOFING: I II Q 4 I w CV 2 I. SEE NOTE ® SECTION Q — 1.() 2. STANDING SEAM METAL ROOF, COLOR 3 STYLE TBA c 0) w(OR EQUAL) to- -- --- —MIN. - -- - a--- OSIDING: w I. SEE NOTE ® SECTION 2. LAP CEMENT SIDING, COLOR E STYLE TBA (OR EQUAL) 12 "*' CV (MIN 50 YR. WARRANTY) 12" MIN. + 7" (MAX. 4 SIDING: AVG. SNOW LEVEL)— O v r Z O I. SEE NOTE ® SECTION CV 2. VERTICAL BOARD 6 BATTEN SIDING, COLOR $ STYLE z Ox U TEA (OR EQUAL) (MIN 50 YR. WARRANTY) 0 O O -:+ ((0 O STRUCTURAL PERMACAST COLUMN 6" SQUARE / \ -_c O In c Np v .. NEW 5/4"x4" 'AZEK' (OR EQ.) WINDOW/DOOR CASING: n< I- CL M 0 O PROVIDE AT ALL NEW WINDOWS/1700R5 (TYPJ 7 i I NEW TRIMS: FS 4 -� PROVIDE NEW EXTERIOR TRIM AS PER ELEVATION DRAWIN65: CORNER BOARDS 5 �", BELLY BAND 5",AND FACIA +/- 6" DEPENDENT ON ROOF. ONEW DRYER VENT: O SEE NOTE ® PLAN 4' 4 \ v ONEW MECHANICAL UNIT DIRECT VENT: 12 n 1 m INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE H/VENTING 12 12 CLEARANCES REQUIRED PER NYS MG 504. —�3 lO NEW HOSE BIB 13 • ° II NEW MECHANICAL UNIT FRESH AIR INTAKE: U INSTALL AS PER MANU. 5PEC.S T 3 BASEMENT WINDOW: Cn 12 BASEMENT WINDOW PER WINDOW SCHEDULE. 3 6 Q ° — PROVIDE WINDOW WELL AS REQUIRED. (n STANDING SEAM OVERHANG: 6 D O O O 0 O Q n V J 13 SEE DETAIL #12 (A-401) T r r F.F. �QOI��II O� Ik 12 J� 12 ��_= J� 153-5 TO REAR PROPERTY LINE L L=__=J ____ 65'-3y2" TO FRONT PROPERTY LINE SOUTH F_LF_\/AT10N (LEFT) SCALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING $ STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL OLA55 DOOR5 FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER WINDOW CHART EORE55 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TAG TYPE MODEL # OPENING PROV. PROV. _ WIDTH RE f'D: 20" TEMP. PER PER 8 WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" UNIT UNIT II = q OPEN REO D: 5.1 S.F.I12' -- A (6) DOUBLE- WDH24410 2'-6 �" 5'-O �" 2'-5 J" 5'-0 g" 6.26 4."74 12" MIN. +'1" (MAX. MIN.- A AVG. SNOW LEVEL) 12 B (2) -- DOUBLE-HUNG HDH24410 2'-6 °- -� -5'-O �" 2'-5 " 5'-O �" [� - 8.25 4.14 - 10 ----- ------------ ------ ---_------ C (6) DOUBLE-HUNG WDH210410 3'-0 �" 5'-0 ill 2'-11 i" 5'-O 9" F10.45 5.63 O D (2) DOUBLE-HUNG WVH2105107 3'-O J" 4'-0 J" 2'-II J" 4'-0 J" ---- ---- [� _ H E (3) DOUBLE-HUNG HVH24510 2'-6 �" 4'-O �" 2'-5 4'-O �" 6.3� 3.66 F (5) DOUBLE-HUNG HDH24510 - - _- -2'-6 -� � --4'-O "-� 2'-5 i" 4'-0 g" G (4) CASEMENT GXWI4 3'-O 4'-0 2'-II H (3) TRANSOM WTR2423 2'-6 �" 72-5 �" 2'-5 " 2'-5 " F \\\0 " �/ - \\O \ -tV 4 (2 IN ATTIC) / LU 1 (2) AWNING A51 3'-0 " 2'_0 " 1 2'-11 " 2'-0 �" [� 6 4 = 0 a -------------- -- - - -5 -- 4 2 0 J (4) AWNING A51 3'-0 :2'-0 J" 2'-II a" 4.5 1.4 13 PROJECT: K (I) AWNING A251 2'-4 i" 2'-O " 2'-4 J" 2'-0 �" Q _F. F.F. F.F. MODERN AGE 3 L (5) DOUBLE-HUNG WDH2O510 2'-2 i" 4'-O J" 2'-1 J" 4'-O i" r �7 5.26 3.Oq , BUILDERS M (1) PICTURE- P5040 3'-0 " 4'-0 " 2'-11 Ell 4'-Oil q•4 RESIDENCE N (2) CASEMENT GXWI5 3'-0 5'-0 2'-II 4'-II [� 12.1 11.5 102 103 6 2045 WILLOW DRIVE ON DOUBLE-HUNG WDH2O32 2'-2 3'-4 �" 2'-I " 3'-4 ill _ _ _ _ I 0 01 0 6 m EAST MARION, NY 11939 P (1) GA5EMENT GXWI5 3 O 5 O 2 II -- - AMERICAN - Q (3) GLIDING CRAFTSMAN 2'--1 " L1'-3 " 2'-6 i" 1'-2 4" 2.0 I.o ° DRAWING TITLE: OR EQ e ° 0 r_-1" r PR O ELEVATIONS F.F. EV DOOR SCHEDULE ELEC. METER, OBI U.6. SERVICE 10 I2 LL 1 JJ PAGE: DOOR MATERIAL TAG DESCRIPTION MANUFACTURER Ll -1i', N RATRING NOTES l�ISTL. � TI O1� (RrzF- EAR) _� ®200 WIDTH , HEIGHT � � � SCALE: I/4" = I'-O" 3 L 45 MIN. RATED SELF-CLOSING F I R5T FLOOR DATE: 01/09/24 10 OF 17 � • I • I � 3/4-CITE 101 SINGLE (EXTERIOR) THERMATRU 3'-0" '7-Oilk-- 102 4 FANEL(EXTERIOR)ER ANDERSEN F w_IT11 6'-10 FNO D II10611-4 _77_` 103 4 (EXTERIOR) ANDERSEN q'-q" 1 6'-10 i" • �� • FWGD 5110611-4 . p_-D AR 104 SINGLE (EXTERIOR) THERMATRU 2'-6" '7'-O" l • •� FULL-LITE �fh �~ r �%', ��40 105 SINGLE (EXTERIOR) THER 2 MATRU '-6" '71-0" J • L • , HALF-CITE 1067� SINGLE (GARAGE) 2'-6" '7'-0" • [� ����;, ...' T r�`rr 10'7 GARAGE DOOR 6'-O" 8'-O" • .�` '"^ '_ ,1 1057� GARAGE DOOR 8'-O" 8'-O" �'I • 7F BUILDING 5ECTION NOTE5 Q O ROOFING NOTE (TYP.): TYPICAL FLOOR CONSTRUCTION: - b W I I. INSTALL NEW ASPHALT SHINGLES (COLOR TBD I. FIN15H FLOORING TO SELECT) O W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2. 5/4" T46 GDX PLYWD. 5U5FLOOR GLUED 4 50REWED 12 - J 5. F.J. AS NOTED ON PLANS - AT SPANS OVER &' INSTALL 24 FROM IN51DE FACE OF STUD WALL AND AT VALLEYS CONNECTION 'A' A5 5.INSTALL 15 # BUIL.iDIN6 FELT (U.O.N) OVER X' BRACE ® MIDSPAN 10 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN SECOND PER PACE 6-005 w N 4.I/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) Q ++ 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) FLOOR AND 6ARA6E) TOP RIDGE HEIGHT ® B_EDRO_OM #_5 ------------ NEl^l RI176E (() b.PROVIDE RIDGE VENT (A5 REO'D) 5. 2" THK. SPRAY FOAM AT BLMO. PERIMETER RIM JOISTS ELEV. +25.1' 2 c (y) -1. FLASH ALL VALLEYS _ 5.INSTALL DRIP EDGE AS REOV WOOD FLOOR: - ----------- 2 b I. NEW WOOD FLOORING TO BE SELECTED BY OWNER 12 _ q. INSTALL ALL AS PER MANU. SPEG.'s GO-ORDINATE BIRDSMOUTH ,-% _ 4 __ � -0 � O BEDROOM #5 G_LG. _HGT,-_� TO ENSURE R.R. NOTCHED LE55 THAN 25% OF � cq METAL ROOFING NOTE: ELEV. +22.6' iv / 3 -�-+ O2 1. INSTALL NEW STANDING SEAM METAL ROOF (MATERIAL 68 - - -___------_ - - 0 C TILE FLOOR: RAFTER DEPTH (TYP) / �- L0 Z It TO BE SELECTED BY OWNER) I. NEW TILE FINISH (H.O.TO SELECT) UPON / / 0 N 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON B.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON METAL FLASHING / x Y 24" FROM INSIDE FAGS OF STUD WALL AND AT VALLEYS U DORMER HEADER HOT. / 3.INSTALL 15 # BUILDING FELT N.O.N) OVER 4.idEW " T40 PLYWOOD SUBFLOOR -J _ 4 / 4 0 ELEV. +20.0' =N PITCH AT 1�12 4 0 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) PROVIDE EPDM FLAT 5 S 0 ma-- 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) WALL BOARD IN NET AREAS: z ROOF MEMBRANE . m ml m -� 0 . - Lo b.PROVIDE RIDGE VENT (A5 M!O D) O INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL - FE. N 0 0 1. FLASH ALL VALLEYS BATHROOMS, AND CONCRETE BOARD IN 5HOWER5 AND TUB " PLY ABOVE JOISTS BEDROOM Q BATHROOM C 8.INSTALL DRIP EDGE AS REO'D SURROUNDS 1 #3 �Q 0-• M 0 q. INSTALL ALL AS PER MANU. SPEG.'s r (VI Jl UN-REINFORCED P. GONG. 51-AB ® - - O TYPICAL ROOF 4 CEILING CONSTRUCTION: O I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5EGON17> FLOOR • NEW ROOFING AS NOTED 2. & MIL POLY VAPOR BARRIER UPON cV • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD 5. 4" (MIN) GRAVEL BASE b 6 bB b ELEV. +12.0 SEAMS) REINFORCED P. GONG. SLAB 12 • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER Oq I. NEW 4" THK. P. GONG. SLAB w/ b"xb"-10/10 W.W.M. UPON = 3 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) "I2. b MIL POLY VAPOR BARRIER UPON F.J. AS PER PLANS --- --- -}� . _ • PROVIDE 7" THK. CLOSED CELL SPRAY FOAM 5. 4" (MIN) GRAVEL BASE - - - _ - - --- ---- - INSULATION (R-41 ® R-VINGH) CONNECTION 'GI' A5 U • PROVIDE 2 THK. SPRAY FOAM INSULATION ® EAVES BASEMENT INTERIOR WALL CONSTRUCTION (TYP.): PER PACE 6-005 10 . MIN. R-II BATT INSULATION ATTACHED TO BASEMENT GARAGE CEILING HEIGHT I I EXTERIOR WALL CONSTRUCTION TY WALL INTERIOR ELEV. +10.E' FLOOR ASSEMBLY W O4 • "TYVEK" HOUSE WRAP (VENTEZ9 (OR EQUAL) UPON • I/2" GDX PLYWD. 5HEA7HING (BLOCKING ® ALL PLYHD BASEMENT INTERIOR WALL CONSTRUCTION ® STAIRS: II . 2x4 5TUDS ® 1b O.G. w/ DBL. TOP PLATE 5EAM5) UPON " " "O GARAGE • • MIN. R-15 BATT INSULATION ® CAVITIES 2"xb" STUDS ® Ib" O.G. w/DEsL. TOP PLATE 4 I I 4 • R-25 CAVITY INSULATION (R-11 BATT INSULATION + 2" SPRAY FOAM INSULATION R-14) (ONLY ® CONDITIONED 0 5 I I 5 AREAS) 5/8" GYPSUM BD. HALL FINISH SOUND BARRIER WITHIN INTERIOR WALLS: FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A SIDING NOTE (TYP.): SOUND TRANSM155ION CLASS (5TG) FOR AIR-BORNE O I. INSTALL NEW b' LAP SIDING OR VET. BOARD 4 BATTEN NOISE OF NOT LE55 50 A5 MEASURED IN ACCORDANCE GARAGE F WITH ASTM E q0. ARAGLOOR _ I (COLOR AND MAKE TO BE SELECTED BY H.0) ELEV. +0.5' -�� GONNEG'ION E AS • - 2. TYVEK HOUSE WRAP (OR EG!UAL) PER PAGE 6-003 5.INSTALL ALL AS PER MANU. SPEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER `` :t I I q INSTALLATION NEW STUD 5E r n �- FLOOR ASSEMBLY v J 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL BASELINE ELEV. +0.0' VJ A-401 I I II A-4oi - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE: 1/4" = I'-O" I TOP RIDGE HEIGHT_4� ------_-_-_--_ ELEV. +28.8' ------ R.R. AS PER PLANS R.R. AS PER PLANS 2ND FL. OATH. 01-6. HOT_ 3 3 ELEV. +2 7.6' y z SA w �PAb V W H � � 4 SECOND FLOOR GLG. HGT, ELEV. +20.0' y i 5 PROJECT: z 4 m m = MODERN 4 5 0 SITTING BEDROOM #4 AG E z d) o AREA BUILDERS -N _ SECOND FLOOR RESIDENCE' � 12 b I ELEV. +12.0' r - - - - � 2 � b b CONNECTION 'BI' AS PER PACE I -- N R . TO O.J. EWP 3 2045 WILLOW DRIVE � F.J. AS PER PLANS EAST MARION, NY 11939 FIRST FLOOR CEILING HEIGHT I I DRAWING TITLE: ELEV. +IO.E' - 4 BUILDING SECTIONS ---I FOYER. LIVING/DINING A-goi ROOM 5 O ' 0 0 0 �- - -� 00 NEGTION 'DI' AS FIRST FLOOR I ( _ PER PAGE 6-005 PAGE: ------� b NEW STUD TO ELEV. +1.8' FLOOR ASSEMBLY 1, 4 p O F.J. A5 PER P ANS A-301m00 1W ; I BASELINE = DROP BEAM AS PER PLANS ELEV. +0.0' - _J - - - I I I I DATE: 01/09/24 11 OF 17 A-401 ; •. 1O I I I 10 BASEMENT I i I I I I ,,p,c.•.��� �M1..r BASEMENT SLAB �-------------- I , - - I to ,0 SECT10N B-B SCALE: 1/4" = I'-oil CONNECTION 'A' AS PER PAGE 6-005 NEW RIDGE -_-_-_-_-_-_-_- -_-_ ------_-_-- ELEV. +28.8 TOP RIDGE HEIGHT' Q A 2N-D FL_GATH. GLO. H6T.( ELEV. +27.7' � HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE } ® ♦, N SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/ MANU. 5PEC.'s; / GO-ORDINATE BIR1:)5MOUTH Q In PLANS AND NOT PROJECTING MORE THAN 4V2" INTO l ATTIC TO ENSURE R.R. NOTCHED c � PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP 51ZES ADJACENT SPACE1 LE55 THAN 25% OF w :D ice- C) JOIST FIANCER BY 3LLI ` RAFTER DEPTH (TYP) 'SIMPSON' OR EQUAL ._ - - _ - - - - - - - - - - - FIRST FINISHED FLOOR - _-- \ s 5 \ BATHROOM GLO. HOT. CL •p rNj � ~ ELEV. +21.0' > 0 V - c m � co --.----- IY2" MIN. SPACE BETWEEN `1 0 O • -F-� WALL AND HANDRAIL .� O z _c N -N Lo 5/4" PINE RI5ER q 5 CONNECTION 'BI' AS Q Q o c 0 E ROO #4 THROOM 4D PER PAGE 6-005 5/4" PINE TREAD STANDARDS FOR O R I PPABLE HAND RAIL L::=L L_� i- NE I R.R. TO G.J. n l GONNEGTI N GI AS V'/ SCALE: NTS PER PAGE 6-005 - ' 5EGOND FLOOR NEW STUD To ELEV. +12.0' lo" _ OR055 SECTION FLOOR ASSEMBLY iv MIN. z HANDRAIL ! - F.J. S PER PLAN / cY I I" ROUNDED NOSING p CLEARANCE CIRCULAR NON-GIRGULAR F. S-- _, RADIUS Q(NOT (NOT INCLUDED IN TREAD DIMENSION) 6y4 �22y4 \� -LO-OR CEILING H----+ W 4'��- �� / �� / q. IRST FEIGHT lY4 2 ELEV. 10.8 / / / MIN. j / METER / MAX. ~O / IVIN FININO KITCHEND = • - � 4 M W / � JU w GONN GTION VI' 15 PER PAGE 6-00 t NEW Tui TO b b FIRST FLOOR mLJ(3) 2"xl2" STRINGERS ® w/ R FLO R ASSEMB ,� ELEV. +I& INSULATION IF UNDERSIDE 15 FACING - XX�� sue, 1 0 STORA6E F.J./NON-HABITAL SPACE � _ ` ''CXS AS PER PLANS I _ r/� DROP BEAM A5 PER PLANS _ BASELINE (c �J 7 - - - 7 ------- ELEV. +O.O' Q_ "� " GYP. BD. - I (CONNECTION 'DI' AS Y� 570RAOE UNDER I I PER PA6E 6-003 (WHEN APPL I CALBE I NEW STUD TO I to (FLOOR ASSEMBLY BASEMENT I I ME ROOM AL - I I Q TREATED 2"x12" SILL FOR CONTACT , w/GONG. (IF APPLICABLE) BASEMENT SLAB --- ELEV. BASEMENT 7. I i • I N71ER I OR HOOD STAIR D L.ETAI b IO A-401 A-401 A-302.o SCALE: 3/4" = 1'-O" S C.TION G-G SCALE: 1/4" = I'-O" BUILDING SECTION NOTES 1 ROOFING NOTE (TYP.): TYPICAL FLOOR CONSTRUCTION: R.R. A51PER t"'O yLANS I. INSTALL NEW ASPHALT 5HIN&LE5 (COLOR TBD) O 1. FINISH FLOORING TO SELECT 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER &' INSTALL 24 FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 3 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER 'X' BRACE ® MIDSPAN TOP RIDGE HEIGHT ® BEDROOM #2 ------_- / \ 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN SECOND ELEV. +26.0' 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) R.R. AS PER PLANSI- 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) FLOOR AND 6ARAOE) _ _-__ Z b.PROVIDE RIDGE VENT (A5 REQ'D) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS / ATTIC w / \ / \ SPACE 1 I 2 '7. FLASH ALL VALLEYS 5 ` g B.INSTALL DRIP EDGE AS REO'D WOOD FLOOR: BED_ #2 GATH._GL6_H6T_-� / \ / \ - --- _ O q. INSTALL ALL AS PER MANU. SPEC.'s ® I. NEW WOOD FLOORING TO BE SELECTED BY OWNER ELEV. +25.0' / \ ATTIC / \ R.R. AS PER PLANS V SPACE / \ OMETAL ROOFING NOTE: TILE FLOOR: m / / \ \ / \ 2 I. INSTALL NEW STANDING SEAM METAL ROOF (MATERIAL bB I NEW TILE FINISH (H.O. TO SELECT) UPON71 TO BE SELECTED A OWNER) 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON ---- 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 5.NEW " DUROG R K GEMENTBOAD (OR EQUAL) UPON \ / w 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER 4.NEW " T46 PLYWOOD SUBFLOOR \ Q 0 4.I/2" GDX PLYWOOD SHEATHING BLOCK ALL SEAMS) i 4 5. GAP 5HINCLE OVER RIDGE 4 HIPS (AS REOV) WALL BOARD IN NET AREAS: to 5 PROJECT' b.PROVIDE RIDGE VENT (AS REOV) O INSTALL M015TURE RESISTANT GYPSUM BOARD IN ALL # "I. FLASH ALL VALLEYS BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB IU MODERN AGE S.INSTALL DRIP EDGE AS REQ'D SURROUNDS Z - a. INSTALL ALL AS PER MANU. SPEG.'s BEDROOM 4 SITTING G� �' BEDR OM #3 UN-REINFORCED P. GONG. SLAB Q #? AREA O TYPICAL ROOF 4 GEILIN6 CONSTRUCTION: O 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON =N� r 5 - BUILDERS • NEW ROOFING AS NOTED 2. b MIL POLY VAPOR BARRIER UPON ® , • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD 3. 4" (MIN) GRAVEL BASE SECOND FLOOR RESIDENCE LL SEAMS) -------- CONNECTION G-t • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER REINFORCED P. GONG. SLAB ELEV. +I2.0, -�` N PER PACE 6-005 b b b b O I. NEW 4 THK. P. GONG. SLAB w/b xb -10/10 W.W.M. UPON NEW STUD TO 5' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N.) 2. 6 MIL POLY VAPOR BARRIER UPON FLOOR ASSEMBLY INSULATION (R-49 ® R-1/INGI�) • PROVIDE 'I" THK. CLOSED CELL SPRAY FOAM 2. 4" (MIN.) GRAVEL BASE F.J. AS PER PLANS- - 4 GIRDERS AS PER PLANS 2045 WILLOW DRIVE ' ! 1 � F.J. 1 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES BASEMENT INTERIOR WALL 0ON5TRUGTION (TYP.): - _ - - - --- - - --- EAST MARION NY 11939 10 MIN. R-II GATT INSULATION ATTACHED TO BASEMENT CONNECTION 'GI' AS OEXTERIOR WALL GONSTRUGTION (TYP.). WALL INTERIOR FIRST FLOOR GEILIN6 HEIGHT PER PAGE 6-003 4 • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON -------'-' NEW STUD TO • I/2" GDX PLYWD. SHEATHING BLOCKING ® ALL P.YWD BASEMENT INTERIOR WALL GON5TRUGTION ® STAIRS: ELEV. +10.8' - FLOOR AssEMBLY DRAWING TITLE: II 2x4" STUDS ® Ib" O.G. w/ DBL. TOP PLATE SEAMS) UPON " • 2"xb" STUDS ® Ib" O.G. w/ DBL. TOP PLATE 0MIN. R-13 GATT INSULATION ® CAVITIES BUILDING SECTIONS • R-25 CAVITY INSULATION (R-II BATT INSULATION + 2" DROO WALK-IN CL. HALLWAY GARAGE SPRAY FOAM INSULATION R-14) (ONLY ® CONDITIONED 4 #I G OSE AREAS) 5/8" 6YP5UM BD. WALL FIN15H SOUND BARRIER WITHIN INTERIOR WALLS: it FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A SIDING NOTE (TYP.): SOUND TRANSMISSION GLASS (STC) FOR AIR-BORNE 5 4 0 O I. INSTALL NEW b" LAP SIDING OR VET. BOARD 4 BATTEN NOISE OF NOT LESS 50 AS MEASURED IN ACCORDANCE 5 (COLOR AND MAKE TO BE SELECTED BY H.0) WITH ASTM E 410. 2."TYVEK" HOUSE WRAP (OR EQUAL) FIRST FLOOR _____ o _ 5.INSTALL ALL AS PER MANU. SPEG.'s ELEV. +1.8' PAGE: 4 INSTALLATION ALL NECESSARY TRIM FOR PROPER 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL ` F.J.IAS PER PLANS CONNECTION DI' AS DROP BEAM AS PER PLANS I 4 II IIA-302mOO ELEV. +O.O' PER PAGE 6-005 NEW STUD TO FLOOR ASSEMBLY I I DATE: 01/09/24 12 O F 17 BASEMENT aJ I I � = I • . 11 I I I L _ _ _ BASEMENT SLAB ELEV. -,.,' Li j <PA-401 ' A-401 Vi' SECTION D-D ®o 50ALE: 1/4" = P-oil Q 0 W ALUMINUM FLASHING PROVIDE BEAM SPLICE uj J � TYP. ROOF/ROOFIN6 2"Xb" LEDGER CENTERED ABOVE COL. CONSTRUCTION (SEE WHEN NOTED ON PLANS SECTION NOTES) - i I Q '�-' N - 8 (4) 3/8" H.D.G. LAG '— Lr) Rp.��`2 BOLTS (PREDRILLED) � (2) 2"XS" HEADER �:xA 2"xb" LEDGER 2"X4" G.J. FLOOR SYSTEM AS \ I"X8" FASCIA BOARD PROVIDE 5" (MIN) GONG. COVER NOTED ON PLAN ' STRAPPING FLOOR WOOD BEAM SIMPSON JOIST HANGER OF ALL REBAR WITHIN P. GONG. SIMP50N JOIST HANGER FOUND. WALLS b P. GONG. FT65. PROVIDE STRAPPING � NAILING NEW STL. GAP PL. A B, � / � — 0 C � � " 6EADBOARD CEILING AS PER CONNECTION 'D IN OR G (PER BEAM CONFIGJ O \ / O �- "TYPICAL NAILING/STRAPPING WELDED TO COL.;SEE GAP AS NOTED ON PLAN \ � "N PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, PL. DETAILS — — — — — — — — — — — — — U " X 6 �" LA6 BOLTS BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" NEW 3-1/2" O.D. 50H 40 516" THK. PL. C =3 Co (COUNTER SINK) PER ENERGY TABLE ON PAGE 0-003 0 EA. STUD. 2'-0" LAP NEW BASE PLATE 'A' HOT DIP &ALV. STL. COL. I 3/8" THK. H.D. O O m 4- , (2) BLOGKIN6 TO CATCH (WHEN APPLICABLE) 4"x4" CEDAR STAINED LA6 BOLTS (TYPJ WELDED TO COL.;SEE (ASTM AI23) AS PER 4 GALV. PL. -C O -w CORBEL (SGREI^i BASE PL. DETAILS FOR FOUND. PLAN BY SIMS I� 11 N Q STEEL (OR EQUAL) 4 O CORBEL T06ETHER) FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES (COUNTER SINK, WOOD NOTED ON PLAN UPON SILL SEAL UPON COPPER —————————— - —— BOLTING NEW 4 P GAP PLATE 'A' PROVIDE GOLD JOINT GONG. SLAB TERMITE SHIELD I FILL, SAND AND STAIN,) I X 6 " LA6 BOLTS AT GONG. SEAMS (TYP) ( FOR CONNECTION OF STL. COL. TO (2) I-3/4 WIDE I -- (COUNTER SINK) NEW 5/8"� HOOKED ANCHOR I I iI :E LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER BOLTS ® 39" O.G. w/3" SQUARE ——————_- �— WASHER 4 ENDNUT i — I I — .� i °i i° a. • ° � ° I II �I =� ��.���>�b.t{ �:t%/4, °•, dJJ •••aL,' � 'e'^./j,��• � � p _-_-__. 12 OYRANO DETAIL fz �• ------- --- ---�;--� 1 ,.. ==y== _ __ 1� I I I jI 4" &RAVEL BASE V I __•_. NEw (2) #5 HOR. PROVIDE BEAM SPLICE p A-401.00 „ _ Ir I I I I ; -- 3:: _ _a j REBAR UPON (2) #5 8 SCALE: 3/4 - 1'-0" i #b REBAR (TYP) n I I " CENTERED ABOVE COL. I NEW I6 xI5 xl2' OR -.•--.••----..--- I i HOR. REBAR (4 TOTAL) (4) 3/8" H.D.G. LAG n , I I I 24"x24"xl2" DEEP P. WHEN NOTED ON PLANS BOLTS (PREDRILLED) 4I1 #b BENT - I I I I GONG. PAD FT&. _ { i __...__ ._. O Ii (MIN. 4p00 PSI) (SEE -.- .. _..__._.____.- -`-. EXIST. FILL — — — - — — — — — — — — — T' )( REBAR (TYPJ I I PLAW _ • -I I GRADE N *IN UNCONDITIONED SPACES LIKE 6ARA6E* BOTTOM OF FOOTING SHALL BEAR UPON 501L — NOTE: I1 --- I I 3'-0" MIN. BELOW GRADE;EXTEND FOOTING = I. REFER TO PA6E A-200 ai, „ 1 I I I BENEATH SLAB TO THI5 DEPTH AS REO'D Lo FOR NAILING AND 8 _ U 6X6-IOXIO W.W.M. STRAPPING OF ALL BETWEEN CENTER $ COMPONENTS -- I STEF-L COLUMN FOOT I NO DETAIL - - - UPPER OF SLAB #b HOOKED VERT. it dq — — — — — /� • — SECURED IN PLACE \` DURING POUR REBAR ® 52" O.G. IIr , —- ..._____ �i A-401.003/8 THK. PL. I „ I II (2) 2"xb" P.T. SILL PLATES a •I� — 5GALE: 5/4 = 1'-0" �� �t� r;ALV. /8" THK. H.D. cn PON SILL SEAL UPON ,II s I PL. 4" POURED GONG. a I COPPER TERMITE SHIELD ASPHALTIC DAMP CORNER GONNEGTI ON Q SLAB I� 5/8" m HOOKED ANCHOR BOLTS a PROOFING TO EXTERIOR .: Ii �— _ GAP PLATE 'B' b MIL POLY - 301" O.G. w/ 3" SQUARE WASHER �! -- - °iill d ENDNUT;AL50 SEE ANCHOR BOLT II.` _C'S FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE RETARDER ° II �I ° SECTION ON PAGE A-200 1j TYP. ROOFING (SEE LVL LUMBER OR (3) 2" WIDE OR (4) 2" WIDE 4" 6RAVEL BASE ° a °10 ^II PITCH GRADE Ii — #6 REBAR (TYP) 2'-O" LAP SECTION NOTES) DIMENSIONAL LUMBER OR 5.25" WIDE PSL UPON GLEAN ° II I (TYP) TYP. ROOF CONSTRUCTION COMPACT FILL 8 II (SEE SECTION NOTES) N _(I) # 5 REBAR _..,.._ ..._. II d° __8 8" THK. (MIND P. P. GONG. FOUND. WALL I, .....-.-.__, __ _ P —————— — II t- ---, -------- gyp CONTINUOUS GONG. (MIN. 4,000 PSI) 9� R ---�---- SIMPSON H2.SA p5 PROVIDE BEAM SPLICE 8�� ____.._ , I ___.._ _ _._. GRADE BM. I -'. 11 _ RAFTER TIE R�' I(3500 P51) �r---- ---- CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG (U #5 RE I d, ! W _-- i I I I - ------ —— — ——— WHEN NOTED ON PLANS a 45" O.C.- ! II '°, II ——————_�__ —— ———————— G.J. AS PER PLAN BOLTS (PREDRILLED) I € I 1 I I(I) #5 BENT — — — — #4 HOR. CONT. REBAR ® (WHEN APPLICABLE) TOP, MIDDLE THIRDS, d - I 1 I I s ; . BOTTOM OF WALL (4 TOTAL) — — - - O.G. ....-._ II I 6EW "SIMPSON" — — — — — — �- _ PROV. ' d ICI ASPHALTIC -OI I LU52 GAL N ZED = \ I I GLEAN ! 111I ° AMP - �_._ 1 - - - - - - - GOMPAGT I I n1 1 FILL I • I I I PROOFING P. GONG. CONT. FT6. II (— I I I FASCIA BOARD JOIST HANGER — — — J.O— — — — °Iryl° d _ - I I (MIN. 4,000 PSI) °" II �. I Q-, �/O — — — — — —!(1) #5#5 REBAR I j ® , I I Ili #6 BENT O �� I I ii (5) #5 HOR. CONT. REBAR I BEAM AS PER PLAN - � • CONTINUOUS ' 4s 1 _ - I I i I REBAR (TYP)I d 1 • . I _...__.____.._. , ••h _._...._.___. ; 4" P. GONG. SLAB I — •• I r 4 ._._..__.__. PERMAGAST COLUMNS A5 PER PLAN 3/8" THK. PL.#5 REBAR ? - d ; ° I I I w/ "SIMPSON" P064 (FOR 3 PLY BM) �11,111 3/8" THK.® bo°oc L _ _ �, as l I I I " GALV. PL. • 'II • • ; O "SIMPSON" B 52-2/ (FOR 2 PLY ;''(( R G 4 E `, '��.��� . fr �� .® r.I _ _._�—. I ( BM) POST GAPS .T I (2) #5 REBAR i _._ MIL POLY GAP PLATE 'G' J3" MI ? _ _ _------MOISTURE RETARDER I�_ FOR CONNECTION OF STL. COL. TO (5) 1-5/4 WIDE LVL _. (( 1 " I LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL b I � I � GRAVEL BASE..._._—..�- � .._ I I_. E 14 I I V G EAN I I I PRo L -..._ _._ __. LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE COMPACT FILL LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 'T' CONNECTION z W 2 O ARAOE FOUNDATION MALL DETAIL O FOUNDATION MALL DETAIL 8 REBAR OVERLAP DETAIL COVERED POROH DETAIL � ST��L COLUMN GAP � BASS PLATS 0 0 U A-401.00 „ _ „ A-401.00 A-401.00 „ _ A-401 00 A-401 00 SCALE: 3/4 - I -O SCALE: 3/4" = I'-nil SCALE: 3/4 - 1'-0" SCALE: 3/4" = I'-O" SCALE: 3" = I'-O" � NOTE: Q I. IF FINISH MASONRY USED (SUCH AS BLUESTONE) - MASON TO ADJUST o HGHT OF LANDING AS REG'D TO ACCOUNT FOR FINISH MASONRY PROJECT: 2. ALL 5 AK SURFACES SHALL BE PITCHED MODERN AGE • 1:48 AWAY FROM SUILDIN6 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER FLASHING FROM 12"ABOVE AND NOTE: BUILDERS ADJACENT TO SLAB, BED ALL FLASHING I. IF FINISH MASONRY USED (SUCH AS IN ASPHALTIC MASTIC 4"P.GONG.SLAB $LUESTONE) - MASON TO ADJUST RESIDENCE w/bxb 10/10 WWM HGHT OF LANDING AS REG'D TO 4" P.CONC.SLAB STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED ACCOUNT FOR FINISH MASONRY w/bxb 10/10 WWM PERMAGAST COLUMN AS STAIR WIDTH = 5'-0" P.) FILL I UPON COMPACTED 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL PER PLANS; INSTALL AS GRADE • I:46 AWAY FROM BUILDING PER MANU. SPECIFICATIONS PROP05ED NEW AREA= 64.5 S.F. 2045 WILLOW DRIVE 64.5 Sq. Ft. X 0.I1= II SLAB AS SHOWN ., �� �-� - 3. FOR 5LAB5 ABUTTING FRAMING, INSTALL REBAR BENT TO , _ °�_• _ � EAST MARION, NY 11939 II/3.I= 5.5 VERT. FT. OF 2 DIA RING REG. �--—� COPPER FLASHIN6 FROM 12" ABOVE AND SLAB AS SHOWN •t �- - - - PROVIDE (1) 2' DIA. X 3'-b" DEEP STORM y \ \ \ z ADJACENT TO SLAB, BED ALL FLASHING i WATER LEACHING SYSTEM • °�/ //j//j//j// IN ASPHALTIC MASTIC • . • ° �% \\ \\ \\ \\ > DRAWING TITLE: // //\//\//\// • ! // / 20 O POST BASE PER MANU. (1) #4 REBAR a EA. c ,y %• • /' / °•% STEP 3' GVR® ENDS �- / • •°///d // �ti\/ // //\// // c ' • ,° // / �'ti\/ SPECIFICATIONS DESIGN DETAILS ,` \\ \\' \\ \\ \\ \\ \\ (I) #4 REBAR ® EA. / STEP;3" CVR ® ENDS ti \\/\\ \\/\\/\\/\\/\\/ BEND REBAR // / TO SLAB FINISHED STONE .a . • \/\\/\ / // NOTE: 4" GONG. SLAB / . \ \ \ \/\/\/ 1011 / \\\\ \\�\�\�\�\�\� ALL P. GONG. SHALL / / / / / \ \ \ \ \ \ \ \ \ 4 P.GONG.SLAB w/ 3'-6" 10° • //� / ///.//i./ / /// `°/ / /` / / / /�r=`_� b"xb"-10/10 A.H.M.UPON LANDING MIN. <• /� \ \ COMPACTED /\/\/\/ l4 //� /� // �, \\ \\ \ \ \ MIN. °• \ \ \ \ \ `—�`--- — PAGE: FILL z /\/\/ �GOMPAGTED /\/\/\/ BE 4p00 PSI (MIND COMPACTED FILL \/\\/\\, \\/ o -'� / / //\//\// // ., FILL ,/ //\//\//\// (I) #4 REBAR • .I 1 \ \ d m A . y/✓ /\\ \ #4 REBAR ® 10" \\ \ \ \ \ z O m 4 A • \\ \4 REBAR ® 10 /\ /\ / / • 9 / \ \ \\,�\\ \\,�\\ \X \\ \\ \\ \\ CONT. ® TOP 4' P.GONG.SLAB w/ 2 x4 r i /ii \/\ \0.C. (MIN. 3) \/\/\/\/\/\/ / 1 •/y/ / / // r / // // // // //\// I . \/\/\ \�/\ A-401m00 6"x6"-lo/l0 W.W.M. KEYWAY ° : ///� \\ \\ \\ �� \� \� \ \\ \\ \\ \\ \\ \\ 2"x4" KEYWAY r s i \/\/\O.G. (MIN. 3) \/\/\/\/\/\/ / \ \\ \\ \ \\ \/ // // �/ �/ �/ // // // // // // // pO d /j// • \\ \\ \\ \� \. \ \. \\ \\ \\ \\ \\ \\ #SREBAR ® 36 O.G. // // / // //\/UPON COMPACTED FILL •. • i// /\/\/\/\/\/\/\/\/\/\/\/\/\/ 1 , ,. r" / // // // // // // // // // // // // /\/\/\ /\�/\ 4"DRAIN CONNECTED d• i�/�/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ to O •d. • yam/ / /\/\/\/\/\/ •�/�� // / \\ \\ \\ \\ \\ \\ \\ \\ \\ GRADE II 8 // // / COMPACTED GRADE //\//\/ BAGKFILL / / / / / / / / / / / / / / //< / / / / / / / / / / / / / I / To EXIST.MAIN LINE ✓// ° \ \ \ \ \ \ \ \ \ GRADE ✓�/� �- / / / / / / / / / / / \ \ o \/\ OMPAGTED G// /\/\/\/ / / /\/\/\/ \ \\ \ FILL \ \\ \ EVERY b IQI€ // // // t0 #4 REBAR GONT. �'' / % \/ \\/\\/\\/\\/\\/ NOTE: \/\\/\\/ 6" T'HK. P. i�fl ////// d ° //�//// :: '--•--T---°=- a-----=--=• I \\ \\\\.� /\\ \\ \\ \\ \\ \\ ALL P. GONG. \/\\/\\/ �' ® 10" O.G. (MIN. 3) \//\// //\//\//\//\//\//\/ ALL P. GONG. \//\�/\// GONG. WALL I Ib \\ \\ \\/ {\\ \\ DATE: 01/09/24 13 OF 17 1I \/ �' Q \/\/\/\/\/\/ SHALL BE /\/\/ I \ \ \„t0 /\ \ \ \ \ \ \ \ I4II /j//\/ //\//\/ EXTEND FOUND. WALL +! FTC. AT 1 //\// �,¢\//\//\//\//\//\//\/ 4,000 P51 (MIND PQ SHALL BE #5 BENT REBAR Ii 11 •• v \\/\\ ° \ \ \\ COL. PER FOUND. PLAN;PROVIDE #4 REBAR CONT. ® 10" O.G. (MIN. 3) II•° \ \ \ \ \ \ \ \ \ \ \ (1) #4 REBAR CONT. 1 d /\/ V \/\/\/\/\/\/\ 4,000 PSI (MIND \/\/\/ „ I11° _\/\/ /\L/\/ • \// //\//\ \\ \\ \\ \\ \\ \\ \\•\\ 0 56 O.G. 111 a/ / a. / / ADDITIONAL (2) #5 VERT. REBAR (I) #4 REBAR GONT. P \ /\/ \/\/ // // // // // // // // // III \/\ d \ . II, \/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/ /\/\/\/\/ z #5 BENT REBAR ® 12 O.G. \ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ Z (1) #4 REBAR II Ul,\ \ _z \ IN GONG. WALL BENEATH COLUMN I / / / / / / / / / / /\/\/\/\/\/\/ 91 \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ d I'I� \/ #5 HOR. REBAR IN #5 BENT REBAR® 12 O.G. I. \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ (I) #4 REBAR GONT. 11 // // // // // // // // // // // // // // // //\// _ CONT. 0 BOTTOM II II d 8" THK. P. GONG. WALL 11 \\///////////\\//\\ \/////\\//\\//\\//\\//\\//\\//\\//\\//\\// •• I�•.. \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\�\\// IS WIDE x 12 DEEP I L u1. ENLARGED FT6. :: / / / / / / 1 �� �� \ \ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ 1 8 THK. P. GONG. WALL 1 \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ P. GONG. FT6. II \/\\ (I) #4 REBAR CONT• \ \ \ �\ \\ \\ \\ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ I8" HIDE x12" DEEP // // // // // // // // // // // // // //\// // 11 •• \\. v P• �:.� ;r;: //j \ //%//%/// P. GONG. FT6. ���\\d{ \�\/' \j\\j\\j\\j\\j\\j\\%\\j\\j\\jj 4' . \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ / j / // // // // J a EXTERIOR MASONRY DECK _a IS WIDE x 12 DEEP 't \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (2) #5 HOR. REBAR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\/ (3) #5 HOR. • ° ° FOUND. WALL 8 FT6. AS PER P. GONG. FT6. \\// \\//\\//\\//\\//\\//\\//\\//\\//\//\\//\\//\\//\\//\\//\\//\\// //// //////////////////////////////////////////\/�//// REBAR • -•• • DETAIL WA-XXX i- lit (2) #5 HOR. REBAR :E :: :� c EXTERIOR MASONR`I' STAIR DETAIL. � EXTERIOR MASONRY STAIR DETAIL q. EXTERIOR MASONRY DEC,< DETAIL 2 PERMAGAST COL. ® CONT. FTO. -401.00 SCALE: 5/4" _ -O SCALE-: 3/4„ I -O A-401.00 _ „ A-401.00 SCALE: 5/4" = I'-O,, A-401.00 SCALE: 5/4" = 1'-0" I - OE I ` ERAL S I �50L E I : 0- le Q -� EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT O — —I WOOD FRAME (L.6. STL. w WHEN APPLICABLE) EXISTING TO REMAIN -J � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q N NEW DRAPED INSULATION O NEW I-HR FIRE RATED BASEMENT WALL 0 0 WOOD FRAME (L.G. STL. O .D • 0 WHEN APPLICABLE) El P05T (2) 2"x4" STRUCTURAL � �R W N � I P05T FOP, 4" ALLS NEW 2-HR FIRE RATED (MIN. (2) 2"xb" STRUCTURAL Lo Z -.4- WOOD FRAME (L.6. 5TL. P05T FOR b" WALL5), U.O.N. O •C WHEN APPLICABLE) 0- p •N >, you o Om +�+ � -c • 0 • � Lo C N Q � 0.. :20 Q) STRUCTURAL PLAN NOTES PAD FOOTING O Ib"xla'xl2' DEEP P. GONG. PAD FOOTING AS PER DETAIL b-A/401. I PAD FOOTING - O 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL b-A/401. — — — — — — — v O BEAM POCKET (TYPJ W 4 TYP. 5TL. COL.: - — — — — — — � O SEE NOTED DETAIL AS PER PLAN _ — L- — — — — — — — — — — — — — — — — — — • I � I I �s U) �- 30 r � - r � X � X� I- — — — — — 3 I (2) ,5"XII.b,5" 2.OE `�L -I �) 1.15 �11&75" 2.OE 3 MICROLLAM DROPPED 61RDE� _ �11SrROLLAM DRPED GIRDER 7-77 s I ❑ r � o MECH. ROOM I � tcI II � II 3'-10" L_ J L ' .. 2Z L,5"XI I.bs" 2.OE _ •; .. ... � • . .''' •. -� MIGROLLAM DROPPED 61RDER 3iaI - - - - - - - - - - - - - - - - - - - - - - - - - � Q I • � � � o� "' !p �Q � BASEMENT N o F•- -I-= UNFINISHED M _ I I w r a O UNHEATED in u iJ 1333 S.F. �?Q I I o L ry rIL i 4 Lu i z ^� m I I � w 2 I I I a 8 10 8 10 12 by2 3'-10 4 (2) 1.15"Xl ke,75" 2.OE 2.OE _ , 'XI 81. ,5" 2,QE IU _ MIGROLLAM DROPPED 61RDER I PROJECT: MIGROLLAM DROPPED 61RDE M GROLLAM DROPPED RD R 5 '� — L o �, I MODERN AGE o o =� NMI 30t1- MICROLLAM , BUILDERS ADER .,• i i I RESIDENCE X:j P. Xtu 2045 WILLOW DRIVE X � . � i •' • I I EAST MARION, NY 11939 o - - - - - - - - - - - - —, I . L — — — — — — — — — — — — — — — — — — — '' DRAWING TITLE: - - - - - - - - - - - - - - - - - _ J L - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED STRUCTURAL PLAN 7L — — — — — — — - - - - - - - - - - - - - - - - - - - - - - � PAGE: - - - - - - - - - - - - - - - S101000 � - - - - - - - - F- - - - - - - - - - - J - L - - - - - - - - . J DATE: 01/09/24 14 OF 17 PROPOSED FOUNDATION STRUOTURAL. PLAN Dl T 5C,ALE: 1/4" = 1'-0" /.; MA (5 NE AL_ 5)0`0M50L KEY : Q XI TING TO BE DEMOLISHED G NEW PARTIAL HEIGHT O .'7T�-�� W E 5 WOOD FRAME (L.G. 5TL. WHENW APPLICABLE) 0 EXISTING TO REMAIN J 0 NEW WOOD FRAME (L.G. NEW W FOUNDATION ALL 5TL. WHEN APPLICABLE) Q N -�+ LO NEW DRAPED INSULATION ? 0)NEW W .-- O I-HR FIRE RATED BASEMENT ALL w � 0 WOOD FRAME (L.6. 5TL. O WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL O NEW 2-HR FIRE RATED P05T FOR 4" WALLS WOOD FRAME (L.6. 5TL. ((MI POST FOP, (2) 2"xb" STRUCTURAL .� LO Z d- WHEN APPLICABLE) R 6 WALLS), U.O.N. 0- 0 N >, 0 I c =3 c0 O OM -W , t O , ++ LO +� N O c p o .. < m0 STRUCTURAL PLAN NOTES PAD FOOTING O I5"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL b-A/401. ' J PAD FOOTING T ° O 24"x24"xIV DEEP P. GONG. PAD FOOTING AS PER r 1 ^� DETAIL b-A/401. v O BEAM POCKET (TYP.) W OTYP. 5TL. COL.: SEE NOTED DETAIL AS PER PLAN (2) 1.15"A I.6T5" 2.0E (2) 1.7 "x " 2. r 1 MIGROLLAM HDR. MIG LLX HD — vl w NEW 2"XS" KITCHEN G.J. 161, O. . I-13.2 5.F. �� I I �JJ w O O NEW II '1/5" WI 360 Q Q Do OO F.J. Ib" O.G. F Q — — — — — — �~ LIVIN6/DINING x 34-1 S.F. In NEW 11 'f/V WI 360 N F.J. Y �— — — — — — -- 2 � w . . NEW II '7/8" WI 360 GIb" O. ryIQ UDROOM s Q Q F.J. Ib" O.G. I PANTRY 5A S.F. 28.8 S.F. x _ (2) I.'15"xll.8'15" 2.OE I rIU p MICROLLAM HDR. X T I Q LAUNDRY I ROOM � a� - - - - - _ 53.1 S.F. BEDROOM #1 __ — — z O� w NEW 11 '7/b" WI 360 — w \ x F.J. 1611 O.G. — — - IL \ Ui O O _ Q N II -1/&" WI 3b0 �O Ib" O.G. JI \ _ 35.1 S.F. x v Q 10 S.F. I p _ — — \ DBL. F.J. BELOW WALL r I� o� Lu -r - cv iL _ _ _ a DBL. F.J. _ - (2) I.:F 'X14" 2.OE MIGROLLAM FLUSH GIRDER O FOYER 4 4 / / PROJECT: loci S.F. I i w MODERN AGE (2) I'T5 xll. 0 0 2.OEMIG_ROLLAM m ' 2 GAR i / / ' 0 ' BUILDERS O GARAGE in BATHROOM 13 550 S.F. K \ J RESIDENCE �- qb.4 S.F. � r ? � I ATH. v wu 0 _x 0 \ n z L 2045 WILLOW DRIVE 3.4 S.F. X Id \ \ EAST MARION NY 11939 v O v � U DRAWING TITLE: COVERED PORCH N n PROPOSED STRUCTURAL PLAN 322 S.F. lu zv x0 n� X - (3)I.-75"XI1.8'15" 2.0E MIGROLLAM v GIRDER WRAP W/ Ix AZEK "(� I.'I5"XI1.875" 2.OE MIGROLLAM[Z _ 3 I."15"XII.B'15" 2.OE MIGROLLAM _ 3 I."15"XII.6-15" 2.OE MICRO LAM PAGE: GIRDER WRAP Ix AZEK -L7" GIRDER WRAP W Ix AZEK GIRDER WRAP kv Ix AZEK -E� S-102mOO DATE: 01/09/24 15 OF 17 PROPOSED FIRST FLOOR STRUCTURAL_ PLAN SCALE: 1/4" = P-O" e �A ra w lip �A 0E I FERAL 5"%r��50L E)O"0 : Q NEN PARTIAL G T W EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. W WHEN APPLICABLE) J EXISTING TO REMAIN p NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q N w STL. WHEN APPLICABLE.) L() NEW DRAPED INSULATION 0) 0 NEW I-HR FIRE RATED BASEMENT WALL w r W WOOD FRAME (L.G. STL. V WHEN APPLICABLE) MIN. (2) 2"x4" STRUCTURAL 0 — �- NEW 2-HR FIRE RATED El PO5T FOR 4" WALL5 N WOOD FRAME (L.G. STL. (MIN. (2) 2 xb STRUCTURAL O c Lo Z '4- WHEN APPLICABLE) P05T FOR b" WALLS), U.O.N. '� �N W O Om -tT- c O o .• < � cl. m 0 4� m - -j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I � U � I 0 BEDROOM #4 208.8 S.F. NEW 2"xb" G.T. ® BATHROOM 11CIA S.F. I 0 I cli NEW 2"xb" G.T. m I b" O.G. — W.I•G.—� 20.6 S.F. • • J BEDROOM #2 1605.F. • � _ Q � — —1 � Oz zp � mx NEW 2"xb" G.J.I z • • � 51TTING AREA NEW 2"2 " G.J. ATHROOM � A I lal.l S.F. 55.2 S.F. z O — Li \ CL. ( Q BEDROOM #5 r? 25-TA S.F. U V V H.I.C. I v U BATHROOM / \ � — — — — — — — — — — — — o i-51.1 S.F. O 62.2 S.F. NEW 2"x ' G.J. — — �— m PROJECT: % 1 �I N N OS O MODERN AGE BUILDERS RESIDENCE � I I 2045 WILLOW DRIVE ' EAST MARION, NY 11939 I I I DRAWING TITLE: - - - - - - - - - - - - - - - - - - - � — - - - - - - - - -- - — — — — — T PROPOSED STRUCTURAL PLAN El PAGE: L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� S-103mOO DATE: 01/09/24 16 OF 17 FROFOSED SEOOND FLOOR STRUOTURAL, FLAN Q W -� v N LL O p Q '~ Lo v 4" FRE5H AIR VENT 0 J L THROUGH ROOF k c I Q w 0 ._ 5111 ♦, N CLoZ � � ._ � 1 v N >1 � 0 I _ 1 _211 c vco FULL BATH --'-_ -I----�-- FULL BATH FULL BATH FULL BATH O O m --- ----r---�---- I 1 1 1---------� S O . ++ Ln __-----� - --r- - 1 1 I FULL BATH I I I I FULL BATH I N O ++ 1 I I 1 I I I I I j ALPLUMBIN6 WORK Q 0- :2 0 p0 i I 2 I 2 I 2:1 11 I 1 1 1 i 2 1 3 SHALL CONFORM TO 2 1 ,J 11I 211 1 2 11 1 „1 LOCAL PLUMBING CODE Q 1 1 1 1 1 1 I I 1 I 1 1 PROVIDE "ABESCO FF200 FR � I I I I X 12" 1 I 12" 12" I 12" I EXPANDING FOAM" (OR EQUAL) O I I I I I z I I 3 X 1 1 I I I I � 1 I I 1 I � I I AT ALL PENETRATIONS IN FIRE p � 1 U U I I � � �� I � V LEGEND U1 I I RATED WALLS AND U I Q� j� III 13 I W.G.I W.�.. W C. I I W FLOORS/CEILINGS. PRODUCT N I !2 z I :0 W.G. W.G. =I V *1 V 1 1 1 v cq I I I v I I I v V v _ I HOT WATER 15HOWER I- I 1 I_ I_ :: I 15HOWER 1 ISHOWER I- " I CONFORMS TC> ASTM E 814, ryI I= SHOWER ivl :n �' m ivl ��_ ivl ��_ iv1 1= ivi I= SHOWER NI I= SHOWER ivl In m ------- SUPPLY +J e — I �g I ASTM E 84, AND UL 14'fq �I :N �I :N -Ng QI :ry ciI :ry Q -I I -I I -I I - - - � I I G.O. " 2 2 I 2 G.O �_---- 1- ' ----=-----=---1 '----I '- -J=-------i=---------- =---------J GOLD WATER U L.._.._..r. _. _ _.T.._.._.I_.._.._.._1._.._.-L..—..—.Z..—.._..L.._.._..—. _..1.._.._.._.._.._.._.._I._..—..—.._.._.._..1.._.._..J ._.._..� SUPPLY KITCHEN i W 2�� - ----- 2 I I _ KITCHEN FULL BATH HALF BATH PROVIDE "ABESGO FP200 FR --i----i---- --T---- -- ---- -�--� NOTE: I � LAUNDRY r--'---- � I 1 FULL BATH i LAUNDRY I I HALF ALL PLUMBING WORK 1 � EXPANDING FOAM" (OR EQUAL) .+J 1 I I I I 1 1 BATH SHALL CONFORM TO 1 1 AT ALL PENETRATIONS IN FIRE I I I 1 I I I RATED WALLS AND • I I I 1 I I LOCAL PLUMBING CODE O I I -I}- FLOORS/CEILINGS. PRODUCT O 1 2" 2 1 2"I 1 I 1 12" O 1 CONFORMS TO ASTM E 814, LL I I I 1 I2 I GLEAN OUT � 1 i Q4 i Q4 A5TM E &4, AND UL 14'Iq I 1 I 12: 12" I 1 AS REQ'D 4 V 5 I 1 I j 1 i I I 1 j U Q 3 I 9 1 I PROVIDE F.A.I. � I U I I U INTERIOR SHUT-OFF Wes. 1 I I " I j3 j3 FOR HOSE BIB 1 �yIC 1 3: I o iv 11 v W.G. i .V zl IU 1 U = .V W.G. I- D i I_ 1 TUB ISHOWER 2:: i I- � I j ry - I :ry m IN - I 1= - 1 1= SHOWER - �� m 1 ryl I� N 1 I� N I .� N1 :ry �I :ry ry( NEW FREEZE PROOF HOSE BIB I DW WASHER -I I- - TUB �) I- w/VACUUM BREAK FASTENED w/ — ___i --_-_-L_______ PIPE FASTENERS (2 TOTAL) ------ ----------1-________I- r----_.._..i (PRECISE LOCATION T.E.D.TBD IN r L.._.._.._.. .._.. _.._.._.._.._.._.._.._.._.._.._..L.._.. ._.._..1.._.._.._.._..J.._.._.._.. _. _..1.._.. J n FIELD - CONSULT W/OWNER) /1 4" HOUSE I MAIN DRAIN G.O. I TO 5TREET j rWATER MAIN H z 4" Q �.._. _.._..� w TO SEPTIC �- QSYSTEM Q z p � m FLUME31NO IR I SER - DRAIN / NASTE / NEAT FL.UMB I N RISER - SUFFL "'r 5GALE: NT5 50ALE: NT5 z w 1L O O U U w 1- Q FURN. / 3/4" Lu AIR HAND. Q PROJECT: MODERN AGE NOTE: ALL PLUMBING 4BUILDERS O FUEL 6A5 WORK p SHALL CONFORM tL PL LOCAL RESIDENCE Q PLUMBING CODE d X FUEL GAS U N PIPING PENETRATIONS: 2045 WILLOW DRIVE 1. PROVIDE "ABE5CO FP200 FR EAST MARION NY 11939 EXPANDING FOAM (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO ASTM E DRAWING TITLE: &14,A5TM E 54, AND UL 14-7q PLUMBING RISER DIAGRAMS LAUNDRY KITCHEN GAS RISER DIAGRAM O J LL LL RANGE VENT PAGE: DRYER m REGULATOR 0 P-101moo GAS SUPPLY m DATE: 01/09/24 17 OF 17 z zz x Q PROP. BURIED FURN. / PROPANE TANK F `' AIR HAND. r CAS R15ER SUFFL.Y 50ALE: NT5 w ��cg I� S0 '4r7 GENERAL `r' ME30L , ''`r: r$ CL NEW PARTIAL HEIGHT � y a-,- WOab FRAME.(LEG. STL✓ 50'_2n �'�"��'�"'1� ���f.;" �•�• HHEN APPLICABLE) W EXISTING TO REMAIN ��--��j NEW FOUNDATION WALL " ..J NEH HOOD 6 FRAME (L . 11-~- `�' - w STL,WHEN APPLIGABLW NEW DRAPED INSULATION 0 NEW I-HR FIRE RATED i BASEMENT HALL A-aDI M 6. 5TL. ��� a 1 S w0 �� CD HaoD FRAME �. CID V- WHEN APPLtGA15LE) MIN. (2) 2"X4" STRUCTURAL #- Mv no L 4 NEW 2-HR FIRE RATED POST FOR 4" HALLS -� 04 C? (MIN.(2) 2"X6" STRUCTURAL ME ,6. M. " 1 tot O C HOOD FRA (1- IG BLE POST FDR 6 WALLS),U.O.N li '� � .,.._, . ,, HHEN APPL A ) � A n' 'Q '~ter VA ,j tom) 1 to LC»iz PLAN MOTES (D 1.EW`�wASHSH/D1YHOoK UP � o � s 0- POOR NOTE, WINDOW NOTE, 2.COORDINATE LAUND.ROOM 4 DOOR DIM, G E Wl SIZE or EQUIP. � { 1. INSTALL NEW INTERIOR DOOR5 WHEN GALLED OUT 1, ALL NEW WINDOWS d DOORS$HALL BE ANDERSEN S.PROVIDE HOOK UPS A5 REQ'S PER MANU. 115,2 S.F. ' ' OR EQUAL). GASENENT,DOUBLE-HUNG,OR&LIVING(A5 NOTM). NO ON PLANS BY JELD-WEN ( , •• 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OU71' INSTALL A5 PER MANU.$PEG.'5. pR-YECHAUST NOTE, ��I✓j ON PLANS BY 'ANDERSEN',THERMATRU'(OR EQUAIL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROP05W; I, DUCT SHALL TERMINATE TO EXTERIOR (Qo�, O 5,NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESISNATION5 4 WINDOW SCHEDULE. 2.DUCT SHALL TERMINATE MIN.41-O"FROM ANY O PROPOSEDg SEE DESIGNATIONS 4 DOOR SCHEVULIE. 5.FOR WEST(MIONS,SEE NOTE#11 IN "&LASS WINDOWS OPENINGS 1G " _ 117 4.PLACE DOORS 4„MIN.FROM PERPENNDIGULAR AND DOORS" ON PACE 6-002. '5.DUCT SIZE AS PER MANU. c WALLS,U.O.N, 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE- 4..DUCT SHALL$E EQUIPPED wt A BACKDRAFT DAMPER {-- A-502 5 INSTALL AS PER MANU SPEG.`a 5.ALL POUBLE HUNG WINDOWS TO 5E TILT WASH 5.TRANSITION DUCT5 SHALL NOT SE CONGEALED W THIN' G- 6.PROVIDE(?) 2"x1O"HDR.,UA N. 6.IN 6ENERALT 7EM1°,6L,SHALL$E PROVIDED, GONSTRUCTlON.FLEXIBLE TRANSITION DUCTS USED TO " r n 1NG/171NIN6 - O2� T a --- 7. SEE PAGE 6-D03 FOR ALL OTHER FRAMING 6.1. FOR ALL 5KYLI6HT5 C OPERABLE PANELS OF CONNECT THE DRYER TO THE VXHAUST DUCT SYSTEM 14-6 5-5 5471 5.F, ELEMENTS AROUND OR.AL (TYPE FOR ALL)U.O.N. SWINGING,SLIDING, d SIFOLD DOORS SHALL BE LIMITED TO'SINOLE LENOTH5,NOT TO ,✓ ______f5,,4n � "ave 1POOR {a`.�1 6.2. WITHIN 16 OF F.P. EXCEED$ FEET AND$HALL BE LISTED AND LABELED 0 To IWN$AW STAIR * _RAILINO NOTEt 6.5. WITHIN 24" OF A POOR " IN ACCORDANCE WITH UL 2138A. '-5' 101-0" 2 1. ALL NEW STAIRS SHALL HAVE MAX,$-I/4" RI +# t-'1tN IQ" 6.4, WITHIN STAIRWAYS 4 WITHIN 56 OF A LANPIN6 6.EXHAUST DUCTS SHALL BE MIN 0.016"THK RI61D .+ h16MaAL LIGHT j L 'VD ALL f^y-ti Tr -RISERS SHALL BE GLOSEP 6.5. WITHIN TUB/SHOWER ENCLOSURES METAL wf SMOOTH INTERIOR SURFACES WITH JOINTS 2 _ ,+� �CENTIL,4T�ON 4�O 6,-I° t L.L_t 2, GREATE5T RISER HEIGHT IN A FLIGHT OF$TAIRa$HALL 6.6. SEE ALSO GENERAL NOTES ON PACE 6-002 RUNNINS IN THE DIRECTION OF AIR FLOW. EXHAUST N FLOOR u 1.SEE PAGE 0-005 FOR PRAMN6 ELEMENTS,AROUND VUGTS SHALL NOT$E CONNECTED WITH SHEET-METAL t-4 AREA $24 S.F. r I'-O" NOT EXCEED THE SMALLEST$'Y MORE THAN.P, "' 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST WINDOW5(TYP,FOR ALL) U.ON.t PROVIDE AT A MINIMUM 4, STAIRS SHALL HAVE THE FOLLOWING CLEAR WID�TH51 (2)2NIO"HEADER U.O.N. 1.MAX.LEN&TH$HALL NOT EXGEEP 25 FT PROM DRYER 4 S.F.REQ. 5P.PROVE fib 1 4.1. BETWEEN.CLEAR HE16HT 4 HANDRAILS: 564"MIN. $.WINDOW FALL PROTECTION SHALL BE PROVIDED PER LOCATION TO THE WALL OR ROOF TERMINATION,THE A REQb 41b S.P. �t4.7$F, 4" T 4 2, BELOW HANDRAIL,RAIL ON ONE 51D1=, Sf°5""MIN. NY5 JeSI2.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 MAX LENGTH OF THE DUCT SHALL BE REDUCED;2.5 4.5. BELOW HANDRAIL,RAILS ON$OTH SIDES, '27"MIN. LESS THAN 24"ABOVE F.F.,THAT ARE MORE THAN'12" FEET PM EACH 45" SEND AND 5 FEET•FOR EACH'"1O° - -- -- � � � ABOVE GRADE OR THE ADJACENT SURFACE AT THE $END,THE MAX LENGTH OF THE EXHAUST DUCT DOES I� »_ VENT 20.6 S.P. 50.4 5,F. IB 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS,THHAN 4 REQb 2 ONE SIDE OF EACH FLIGHT OF STAIRS GDNTA1MMt6 FOUR BUILDING EXTERIOR NOT INCLUDE THE TRANSITION DUCT. A-4o1 « �,�/ OR MORE RISERS,AND WHERE SHOWN ON PLANS.. 4 " { t 'cv 6. 6UARVRAiL5 SHALL BE PROVIDED FOR OPEN-511DED G�gS NOTEt NEW EXHAU5T PAN SHALL Sr INSTALLED WHO 4N' 4 5 DN ) Rt 1.60 WALKING SURFAGE5 LOCATED MORE THAN SO"#ABOVE IN COMPLIANCE WITH NEW YORK STATE 15U1LDINO ( VENTILATION I5 NOT MET 13Y MEANS 0P NATURAL 1 i= 25.5 S.F. (2) Tr ►2 r 0 FINISHED FLOOR OR 6RADE, # WHERE SHOWN OM PLANS. CODE,SECTION R510.2.1i THE FOLLOWING MEANS OF CIRCULATION THROUGH WINDOWS OR DOORS,TO F.. 7. 42'" HIGH 6UARDRAiL d SPINDLE SPACING NOT T{<O EiSRE55 SHALL BE FOLLOWEDs OUTDOOR SPACES A5 PER NY5 MEGH.CODE $EGTION ALLOW PA59A6E OP A 4 4) SPHEREi 56 HI6H 405.5.2 5,INSTALL,A5 PER MANU.$PEGS � 1 12 HANDRAIL B SPINDLE SPAGIN6 NOT TO ALLOW I NINC7.,.,, ,..5.1 Sr-. E 1 5--1" ¢at�n .._ gl,On L . , NET CLEAR O PA5SA6E OF A 4" 0 SPHERE, n E PLUMBING F=A*ZESt_ � Iva . 105 .. 24 MINIMUM N� EAR 16HT -, ., IN MUM Ifi3 NET CLEAR HE ..... w $. 6RIPPABLE RAIL A5 PER CODE. " ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405, NET CLEAR WIDTH_....,»....... 20 MINIMUM ' : �i. RAILING TO$E WOOD U.O.N. SEE ALSO PLUMI31N6 GENERAL NOTES ON PAGE 6-002. - :, ,r -• CLOSED P. co TAR: =10AL BATHRROOM N_Q=t q i. TYPE 42" RAIL AS NOTED uNt.E55<30" A'SOVE 6MADE 1. IN&LI, d$ A� NE f LOO•, 1P.): �✓ 2.RAILING SHALL BE WROUGHT IRON OR GALV.STL. I.I. INSTALL MOISTURE RE51$tANT GYPSUM HOARD 1N 10 I. p{EW "PLYWOOD SUBFLDOR BENEATH lC�f UL SGRLW); - I� 't r ROCM 2 " { PASTENIN6$HALL BE A5 PER RAIL MANU. PROWIDE ALL DATHROOM5 SCREW PERIMETER OF SHEATHING 6"0.0, 4 12" O.G.m a H ° Q a 2 --- -- -- -�-, -- --» EXTERIOR ERADE PAINT A5 MOV OR POWDER 1.2. INSTALL CONCRETE BOARD 1N ALL SHOWERS AND INTERIOR. 53,'i S:F. (} -,�, •^ COATING fUB SURROUNDS 2.NEW FINISRW FLOOR PER H.O.SELECTION 2 5.5EE POUND.PLAN # DETAIL 2. SHOWER 1=LOOKS �EDR�OMI 2.1. NEW TILE'FINISH M.O. TO SELECT)UPON 22p.55 S.F, �IEw TILE FLoa�, -b " remoua n5TcP� 8 SMOKE DETECTOR 160 DETECTOR NO�ESN 2 2E CONCRETE MUD-SET(SLOPE !/8"PER FOOT II 1, NEW TILE FINISH(H.O.TO SELECT)UPON r iv -- -- .- . _ _ � / r 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT TOWARDS DRAIN)UPON 2.ONE LAYER THINSET(LEVELED PROPERLY)UPON O , „ / SMOKE 1 CARBON MONOXIDE COMBINATION DETECTOR 2'S, WATER PROOF MEMBRANE TO COVER SHOWER 5 NEW 4" DUROGK CEMENTBOARD(oR E0L1,Ad)UPON "5 -^ t ^Q�� ' �Q HARD WIRED TO EACH OTHER Wf BATTERY 6AGKUIP. FLOOR,WRAP DRAIN 4 ATL'EA5T 16"UP WALLS p`L«. 2.INTERCONNECTION BETWEEN NEW +{ EXiSTiN&DEVICES 4.NIE^1 ° PLYWOOD 5UI5FLOOR$ENEATH(GLUE SCREI^U, - {; NATURAL,.L1�HT SHALL NOT CT REQUIRED WHERE Ex ASTI ALARMSEVIL � SCREW PERIMETER OF SHEATHING 6" O.G. A 1211 O.G.o' ,. VENTILATION `:d" ` J ARE NOT INTERCONNECTED,A5 PER NY5 R514.4. \«/ NEH ATTIC, AGGES5 -ACCESS HATCH, INTERIOR. A-302 FLOOR 5.PROVIDE SMOKE/CO DETECTORS A5 INDICATED, AND t. MIN.3'30# CAPACITY ;Z20 S.F. 6-002. 2,SIZE TO FIT MEGH.EQUIP.THRU OPENING(MIN.22N50") Ate` Y' A-302 PER ELECTRICAL NOTES ON PAGE r-LEGjrG,,I_ METER• 4.SMOKE f CO DETECTORS TO MAINTAIN W MIN. 5.V%.FRAMING WHEN NEW OPENING 12 E S.F.S.F,IZEEQ. S.F,PROV �"I,].G.INSTALL NEW ELEC. METER AS PER NY$ MEGH.CODE, 4 T 55.1 S.F. 0 $P - 8 I1 HORIZONTAL SEPARATION FROM SUPPLYIREIURN IDUGTS 4.NEATHER5TRIP ACCESS OPENING rE PROVIDE R-4q L16HT Io 15 2" �l0" - (ji '� �?R -r '. Z -(� E OPEN1N65 TO BATHROOMS Wf SHOWER 09 TUB. INSULATION ABOVE;W/WD,M.(OR EQ.)BAFFLE OR UTILITY CO.STANDARDS REQ'D (7A 9111". 51.7 S.P. # r f S.INSTALL ALL AS PER MANU.SPEC.'S RETAINER TO PREVENT INSULATION FROM ENTERING O 4 VENT ,� 1 3 I +, " _ " � ;j /!'" ,. i. A ,1oo 6,SMOKE VETEGTOR AND CARBON MONOXIDE DETE CTOR DWELLING WHEN OPENED,AS PER NY$EGG R402.2,4 THERMOSTATt = m REQ'D 64 slim. 50A S.F. " ! I � r .p Q N y � IN COMPLIANCE WITH LOCAL CODE' (OMIT WHEN AT710 ACCESS VOES NOT PENETRATE Ig 1. PROVIDE THERMOSTAT FOR TWO ZONESt m :. t THERMAL ENVELOPE OF BUILDING). -ZONE It FIRST FLOOR 5`-6" ,�`,.p , 0 { M ' _ tJII � / Ip. I ( ' 5.INSTALL. AS, PER MANU. SPEG.'s -ZONE 2t SECOND FLOOR g VolQ ALIGN 6.CONSULT H.O.FOR PRECISE LOCATION OF ACCESS, 2. H.O.TO SELECT MODEL.s INSTALL A5 PER - _ ° MANUF,SPECS r _ $ •� I rO ,- �, f(�y mFoym 14 HOLDOHN (IST To 2ND„ LOD r T n 1 �`' Q �•l�/tl�c '�,bn HOLDOWN A AS PER PA6E 0-005 S 5-5Y3 OPEN TO 14 ALL NEW HINDOWS SHALL BE ANIPERSEN, INSTALL AS PER MANU. SPEC.'e, SEE 'PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. ABOVE 2 � { .� F $ RaoH III �' Ida �' =0 �+ -50�- K N G RER PATH M - �., SEE DOOR SGHEIPULE FOR ALL. 6L.A% :GOOKS FROM SAME MA Ui^A TU -- '� FINAL DIMENSIONS FOR FRAMIN6 OF WINDOWS TO BE PROVIDED BY HINDOW MANUFACTURER q �16,4 S.F.I 1 a 10 1 2 t f 0 j r 4 O O 11 ,� 1 1 u 3 4 S.F..F S . EGRESS E 4-$ � Rt�UG1t7PENIIC WINDOW DIMENSION CLEAR LIGHT VENT �_ - _ OPENING PROV. FROV. r `� $ ' TAG T7'PI= MODEL ' WIt7TH REQ'Dt 20' TEMP, PER PER 4 W11�TH " HEIGHT WIDTH HE[GHT HEIGHT 12EQ'D,24" UNIT UNIT 5 OPEN REQbt 5.i S.P. : (� A (6) DOUBLE-HUNG WDH2441G'� 2t-'b Tr ,t 21-5 " 5,-0 i" 5.2& 4;74 4 D 4 p -;;I :COVERED PO9.reH -1 4 C 4 t " , - 1 n 1 u 51-0" S`-G" N n S'`On 322 S.F. 4'-6�2" 10-0 5`-I1" 4 4`-6Y2 a' S (2) DOUBL9-HUNG WDH2441Gp 2 -c 2-°5 s-0 P 5.25 4:74 s $ 6-O 4, n R N ,- !k 1- n , n G{6)�� DOUBLE-HUNG wDH2I041(0 ;.. �-�.� ra.,,v � 2 1I I >�-O i [�" 10.48 5.65 � � D (2) DOUBLE-HUNG WDH21051�0 �".. ':? :• raj-0:�,r 2�„{I �" `�'"O �" Q � E (5) I7t7UBLE-HUNC-5 P01424510 2`-6 in 4'-o: 1F 2'°�,5 In 4'-0 i" 6.3-r 5.66 " 'sY a PROJECT: F 0) DOUBLE-HUNG HDt124310 2t-6 ° ,4,,,0 ;1t . '. 21-5 In 41-0 J" !✓) J A1,-.�. E � 1 Y 1��E�1 V AG E ' ,,,�' ,1.'' ,-a �`..; " 2`-I1 " ^T4�'-VO" �f.5 4I,O -� 12 t o'r� Y4�it'�L.�..'� BUILDERS // � pper�'++ 6 (4) CASEMENT CXH14 5 ';'`¢ :'. .:: [ ��D I A.1$ '�i os1.1 � � '�;O tip/ 'TGa L7 V� D E R i7 TRANSOM t' ,1 1, T u 1 n , n H (3) �2 !N ATTIC) WTR242`5 ,* -b '. .;2-v' 2-5 2-5 f b'-b" 6,-2n O,,,gn �Yp�rGAt t�r'. T 'D 1 �IoQ 14�1 Lt.S . '�y2" RESIDENCE # (2} AWNING A51 `�, t, '- G711.'.' 2'-II " 21-0 I" _ [� j N d 2 r- OEW IO _Ott X rf 8114. -�"eMMED o'{�CG.� We_ J (4) AWNING A$[ .. 5'-G� �",' 21�� " 2'•I[ �" 21-0 �1' 4.5 1.4 - 4 3 1.7'5 x 11.67� LVL 0DR 2045 WILLOW DRIVE 1 � + ` EAST MARION NY 11939 K (I) AWNING A251 2-4 I 2-a [� �✓I- �J L/ R5T L00 I� �l'tl y you a.. �1�Gi� . rC3 .V r t n t tt I n } n L (5) DOUBLE-HUNG WDH2o3rco '., ", :;' ' � u ' 2'-1 " 4`-0 i" 5.26 5.0� SGALEt 1f4" i'-a" DRAWING TITLE: M (1) PICTURE P�O4a 'yc7 ",''= ' 21-11 11" 41-0" 1.4 PR©POSED FIRST FLOOR PLAN N (2) CASEMENT CXWI5 V-O " ''. a1-• 3 " 2r„11 $11 41-11 �,r �_ 12A Its O (1) DOUBLE-HUNG WDH2O3� 2'-2 N.,; .' S` "., 2,-1 " 51-4 in P (1) CASEMENT C,XHlS 5.,.�o �t, .. St,;O-�!t 2'-11 In 4'-11 in � Q 12.1 11.5 AMERIGAtN PAGE: CRAFTSMAN �;. N, `-6 " '-2 2 O 1.O t a (�) GLID1Nl3 ,2 -� 1. � � ;. ,; . � � i ' ��r�/t�,r'�Ca ��1�rrl�'t~I�?t�.IG-� �I�� �t���,/���, t�,C. Aft (OP,to) 1 1 U , , o � a A a � L G GE DC> R 7 RA -o 10100 1 s 5-a � D DOOR 14AT AT_ lob is AGE DOOR DATE; 01/'09/24 6 OF �7 TA6 DESCRIPTION MAINUFAGTURER '° FIRE NOTES lOa 51N6LE JELD-WEN WIDTH HEIGHT it RATING 45 MIN. RATED 110 SINGLE JELD-WEN 21-6" 11'-O" i► y SELF-CLOSING '' . , u , n - 115 11I SPNOLE -HEN a-6 -O ► ffi FIE. Y J Ar Z Pr r\ l • tot SINGLE (EXTERIaI� TIHERMATRU 3'-0" "t1-0" w1. 5/4-LITE 112 SINGLE �t'-ta" s�9 4-PANEI.. 5LIDER ERSEN #1'-�I" 6'-!O " �► • PW6D 1110611-4 113 51i�t6LE JELD-WEN 5'-d" `1'-O" # FSS,oN�ENGINEE�LJs� � S n• i' r.:`�?� f02 (EXTERIOR} PAN© 4-PANEL 5L1DER2-6' I z j O 114 SINGLE JELD-WEN 2-6" '7'-O" s ' P 1( : ? (EXTERIOR)ERIOR) DELIVERED SEP 2f9`2025 ��'� f03 A'�NDERSEN � q" 6 !O � ,, * . ,� +�.:: FW6D gi0611-4 � 104 SINGLE {EXTERIOR) TIHERMATKU 2,-6,. ?'-O" �► : r' FULL-LITE IM StN6LE JELD WEN 2-6 20��5 i (OS SINGLE (i*XTI=R103 7IHERMATRU 2=8" "'•O" ar ":i r }iAi F-LITIs 116 f OGKET JELD-HEN 2'-6" '1'-Q" 1# "c"• 106 SINGLE (&ARAGI:,J TBD 2'-6" '7'-0Y . tl ELI:VATIax NOTES .: I. 5rz NOTE 0 SmGTTON 2. ASPHALT ROOFING SINGL.C:S,COLOR s STYLE TBA(OR EOUAL) (MIN 50 YR.EHEARRANTY) "W O ROOFING: 4 1 1. SEE NOTE 6 SECTION 2. STANDING SEAM METAL ROOF,COLOR $ STYLE TSA (OR 1wG2UAL) LC`L 0 ,�. .► e- KO J t. OTE S SECTION 2 Q V . Q 2. LAP CEMENT SIDING,DOLOR 4 STYLE 75A(OR POUAL) (MIN 50 YR.WARRANTY) - 12 _ L' to Z d- �;./ I.I SEE NOTE ac SECTION 0a I 2 1 a" � '"CV I 2. VERTICAL BOARD 4 SA'f 1%SIVI O,COLOR 8 STYLE m TSA(OR EQUAL)(MIN SG YR, WARRANTY) ,..�-..-- . g STRUCTURAL PERMACAST' COLUMN 8" SOUAR- LL 0 «"#-j -4 u " = R CASINO,O, Q V- 7- 0 c U a 6 NEW 5 .. L4 X4 �4�EK (DR EQt WiNI�OW/DOO A (� PROVIDE AT ALL NEW WINDOWS/POORS(7YP) Q) 7 j NPROY DE NEW EXTERIOR TRIM A5 PER ELEVATION TRIM. � 6 EE� �DRAWIN69= CORNER SOAR0 5 3 ",5ELLY SAND 6",ANDFACIA+/-6"DEPENDENT'ON ROOF. [L== sONw L�R`/FR VENTr V V Ill* `-' BEE NOTE 0 PLAN10, `✓ NEK P MECHANICAL GAL IT-DIP�cT VnTT PER MANU. G N1= RMA Z w VENTING SPEC.'S IN FULL O O NC J CL.EARANCF:.S REDUIRI;D PER NY'5 M6 aO4. F.F. IO NEW HOSE DIS u�, 6 t1 !�W r15CHANZAL UNIT FR.£51� AIR INTAKE, INSTALL AS PER MANU.SPEC.'S 5 ¢AOMFUT HI�IDOw: 5 _,._..�� ICy! -- 12 15ASEMENT WINDOW PER WINDOW SCHFDULE. PROVIDE WINDOW WELL AS REDUIREO. I3 STANDING�EAM OVERHANGt LL Ll SEE DETAIL #12 {A-44L) `~` Q EJ 6RAD1= .YO" TO SIDE!PROPERTY LINE 45'-o"To BIDE PROPERrr LINE EAST ELEVATION (FRONT) 'SGALEt 1/4" a 1'-D" ALL NEW WINDOWS SHALL. BI= ANDERSEN, INSTALL AS PER MANU, SPEC."s. 5>=E PA6E 06-005" FOR NAILING 4 STRAPPING DL=T'AILS, SEE DOOR SCHEDULE FOR ALL CLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO SE PROVIDED SY WINDOW MANUFACTURER • �. 6 4 'T I Fv't FJt F!OE J~N1 ttS: WINDOW E2iMENSION CL..FAR LIGHT VFNT TA6 TYPE MODEL # DPENING3 TEE �, PROV. PROV. 40TH REQ'Dz 20" PM PER WIt7Tf HICHT WIDTH HEIGHT HEIGHT REO'Dt24" UNIT UNIT 12 OPEN REQ'Dt 5 7 5 � E:1 A(6) DOU'SI..E-HUNG NVH24410 .2_-!; 5'-0 $.28 ji 4:T4 13 {2) DOUBLE-HL�16 WDH24�FiC 2' L$.26 4.14 -- H C (b) DOUBL' -HUNG YZpH21c7410 5$-O•. "':; S'-G+ " , ?- '-II 5'-O 1" [� 14.45 5.63 12 D (2) PoU5LI -HUNG WDH21(ZIO 5 2-ll 4-O >_ (5) DOUE3LE-HUNG L„LDH24✓IO '-�C9 " 2'�0a 4`-0 " 637 3.66 2Lu DOUBLE-HUNG WDH24310 ';, " . ' =w " : 2`-5 40-0 ,_ [� 7 a� 6 (4) CASFMEN7 CXW14� �'wc� '' .'���»�`.�n` 2'-LI �" 4,_©" Q ._.. _ a.5 �fi.0 �k'1STt�dC'r �-'IEAf?C2 '�io �?EcA�� TRANSOM H W (2 1N AT-rlc) WTR2425 2'µ6'' " I ;wl ', ri 2=-1; " '-� r " EZ e 1 (2) AWNING A51x-c7: ". 21_0N�i 11 T7 S _ .I (4) AWNING A5I 5'•�C3 tt 2' t " 2'-II d �•'-O i1 42 I,� 12 K (1) A1�JNING A251 21-4 ill 2'^0. ". .` 2'-4 J11 21_0 12 F.F. � �b PROJECT: F.F. MODERN L (5) DOUBLE-NUNS Y4DH2O31O 2"»,� ". :'• '-�, ". -` 2,-1 In 4'-0 d 5.26 5.041 AG E �. BUILDERS M (i) PICTURE; P5040 3==0.�" 4'-0 " V-11 �" 4`-0" q,sl �• N(?.) CASFMIT CXWIS _' 12.I LIB R E�71 i.J E ti V E o (I) DOUBLE-HLIN6 WDH2O52 2�»2 " 2'-I 3'-4d 3 (�� IO4� 5 2O4cJ WILLOW DRIVE I / 1 P (1) CASEMa T CXwIS 5'- " 5.;,0 �": 21-119" 4=-I I i" [,�[ C� 12.I 11.5 � �_, _ .,_. � EAST MAR I O N, NY 11939 fill AMFRIGAN r - it , till ill (3) GLIDING CRAFTSMAN ". .. 21-6 " =-2 " 2,4 1.0 '.MIE =M►N DRAWING TITLE: (OR E=c) 6 I2" PROPOSED EXTERIOR ELEVATIONS IN. a1.>UL Ftr2G ce P PAGE. DOORAM MA�IAL pt�l=GT 11tI�T® �I ? e� NORTH ELEVATION (RI OH TAG DESCRIPTION MANUFAGTT.EFR :VnFIRE NOTES T) ...:,` RATING m =.. 11 wkm— WIDTH HEIGHT 45 MIN.RATE D 5GALFt 20JAmmoo 1/41, I C� FIRST.FLOOiZ slew iw FtLL sSTUP WALL DATE: 01/09/24 9 OF �7 I01 SINGLE MXTERIOR) THE RMATRU 5'-O" '!'-O" :"` :`,; 5/4-LITF (LJOU- 6TROCCVt?AL� 4-PANEL SLIDER 1 d 1- 11 _ WEVV 157jV;tti 6 1-0 I ,0W, A�5 �CG)%� ������ C[�tVE.>�?Slol,� �L��c�.�►�'tall..ls �''(�� 102 (ExTFl;Zl414,) ANDERSFN i J-ci 6 IO s • FWGD 1110611-4 I�;� MA RO C&.I G�t 11 c-E'1Zt��, A>4 P rV RVE"�t . P G. 105 4-PANEL SLIDER ANDERSEN q'-a" 6'-10 11, , :'.. ;•. ,. :..';F; FHOD 4110611-4 Tu �C5 ( ��� ► ��� N11�I�.I0 ( XTEPZiOR) JDAtAQO 0 a�-ak�L1Q1�. QI-Z- 104 6{N6LE (E*;CPFRIOR) THERMATRU 2=6" 7'-0" :;• .'''::' PULL-Ll't'E �° a 105 51N6L1r (EXTERIOR) THERMAT RW 2'-6" '7'-O" i ' :.> HALF-LITE �� N�� idb 51"L1= (60ARA6F.,) t= OIT 6ARAGE' DOOR 8'-0" 8'-O" • a _ 106 6ARA6E DOOR k�C ENGINE���� DELIV EP 2 9 2025 i ALUMINUM FLASH11NIS ROVIDE BEAM TYP.Roo>=Root=11•ts 2"�"�'� CE SPLICE NTERED ABOVE COL. J Cf GoNS-MOTION(SIM WHEN NOTED ON PLANS SECTION NOTES) el t, " .64 N (4) 3/V' H.D.G. LAG LO (2)2"X$" HEADER-�,�, v+' �R "x+b" 1.1~DC�ER BOLTS (PREORILLED) X$ FASCIA BOARD 2"X4" G..1. FLOOR SYSTEM A5 ._~ . . � �" [� �� � C3 i " " _. PROVIDE 5"(MIN)CONC.GOVB? NOTED ON PLAN 1 - N I'SIMP50N ,JOIST HANGER OP ALL RM$AR.WITHIN P.GONC. 'SIMPSON'.IOt5T HAN6>rR STRAPPINO FOUh1D.WALLS d P.GONG. FTG'S. PROVIDE STRAFFIN& 4 NAILING NEW STL.GAP PL. 'A', 'B', FLOOR WQQD BEAM ._,r __ - -`� ;- - "1" "" 'd'_ -" �" "� Q r ! Z " BEAi?BORRD GElLi14G AS PER CONNECTION 'D' IN OR 'G'(PER BEAM GONFIC�J A5 NOTED ON PLAN C� 1, , I I LL °'-` � ..'� "TYPICAL NAiL1N6/STRAPPIN9 WELDED TO COL.►SEE GAP °*„`� f . N "X 6 "L+4680L't'9 ..., �-��" '"- PROVIDE INSULATION REWIREMENTS FOR tFLIFT1 PI-DETAILS w � ._ ._ ... , . (GO LA67 SINK? t3ETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" NEW°5.112"O,D,SCHi 40 318" THK, PL. C .; { (2) BLOCKING TO CATCH PER ENERGY TABLE ON PAGE 0-ooB a EA. STUD. 2'-O" LAP NEW BASE PLATE 'A' HOT DiP&ALV.STL COL. �/ I I 5/6" THK. }}.D� 0 C) M 4"x4"CEDAR STAINED (2) BOLTS 04HEN APPLICABLE) rryp) WELDED TO COL.►SEE (ASTM A125) AS MR f� GALV. PL. GOR8114.(raCREW .BASE PL.. DETAILS FOR POUND.PLAN BY 51MS '�f ►i "�F+ � � � � BOLTlN6 STEEL.(OR EC;ZUA1,) I/ Q CORBEL Td�s>rrHEw FLOOR SYSTEM A5 NEW r2) 20x6"P.T.SILL PLATES � � � C3 .. NOTED ON PLAN P. CAS, PLA17E A (COUNTER SINK,�^IOOD UPON SILL SEAL UPON COPPER P tLL,SAND AND;>TAiN) TERMITE SHIELD .". _ _. ___ -=-=- ,� ATP ODE COLD �J CO 4 L "x 6 " LA6 BOLTS I I II GONG.SLAB (COUNTER SINK) NEw 5/64) HOOKED ANCHOR i I) FOR CONNECTION Or- 5TL, COL. TO (2) 1-5/4" Hlot BOLTS a ✓q" O.G,w/5" SWARM ,_. ---�-,.-�=.. . -� -. �. ,f• �� , . L'�' OR �'?.� 2 J�tl1�E D i MEN510NAL LUM�3ER WASHER 4 ENONVI- IL 1k: J t L LUMBER ° OVERHANO 4'ORAVEL BASE 11.67S 11 -'Go F.J. A� a� U.G. _ -401.00 „ r J� ;J ,. NEW(2) HOR PROVIDE SEAM SPLICE �� 5GA'f_`Es 3/4 -O 11.° #6 REAR(1YP) � I� J i (I NEW J$"xt8"xI2"OR RESAR UPON(2) � CENTERED ABOVE COL. � " A.,11 ... i ,� „ NOR.RESAR(4 TOTAL) (4) 5/8 H D.G, LAC Jl�! �-a4 cihSsp-6rLL �v� oVLR it '? II I 24 x24 xt2 PEEP P. .Ip .• #6 BENT � I WHEN NOTED ON PLANS _ BOLTS 'REDRiLLED) ALL r' Q AQv wAL1 .5oep Es !I � 6RADI~ REBAR trYPJ ��% Ij li ( (MIN.4pvoP�ADU s� EXIST,FiLL �. ._ _ .�_ ... ._ .-}-� PLAN) ! • ..,.,.. ,eft x.' f I "'IN UNGONDfT10Nl=D SPACES LIKE 6ARA�5E"' O i .i�a (i I I BOTTOM?OF f OOTINC,SHALL BEAR UPON SOIL I. REFER TO PAOM A 20O t! , I I 5'-0' MIN. BELOW ERADE;E IV-0 FOOTING FOR NA1L1N6 AND " J J I BATH SLAB'YO THIS DEPT14 A5 RM'D 6xe-ioxto W,W.M. -^ STRAPPING OF ALL -- BE7WEEN CENTER - -_ COMPONENTS . 4.' I I _ � i �- I UPPER N SLAB tf► i 5TEEL. COLUMN � I`00TI N DETAIL" IT SECURED IN PLACE I' #6 HOOKED VERT. fI,� � -. .� ._._ _ _ � DURiNS POUR ._.. ----- -*-�- REBAR a 52"O.G. A-401.00 5 i+ n , " 3/a" THK, PL. II ti „ (2) 2"xb"PT.SILL PLATES ^ .11 .' _ GAL ► 3/4 I-OV4 � 318 THK. #f D. ON SILL SEAL UPON °ir:. f� � 4 POURED C•ONG. C4IPPER TMRMITE SHIELD ASPHALTIC,DAMP "I•A.il CORNER CONNECTION 6ALV. PL. " SLAB } ri IL ' 516" m HOOKED ANCHOR BOLTS I'RDOFiNC�TO EXTERIOR ._,. ` CAI ' PLATE 'a' 6 MIL POLY Q` ° ¢I'f 1 54t" O.G. W/5" SWARM WASHER 4 � ' 11 f) ¢ ENDNUT;ALSO SEE ANCHOR BOLT i I f C'! Mo15 y t FOR CONNECTION OP STL. COL. TO (3) 1-5/4 WIDt - -` RETARDER - � d. p 1 SECTION ON PAGE A-2O0 I Z, ,/,/ ' I TYP.ROOFING(SEE LVL LUMBER OR (3) 2" WIDE OR (4) 2" WIDE " WA PITCH GRADE " #6 REBAR tT`i'PJ 2'-O" LAp S>=GTION NOTES) D{MENSfONAL LUMBER OR 5.25A WIDEP5L UPON 4 GRAVEL $A5E I} il:. 'COMPACT F ' I I TYP, ROOF GON5TRUGTION CLEM II ' i• SEE 9EGTlON NOTL�"�')" J t frl) ��✓" RE I! k' 8$" THK. (MIN) P. P. LONG.FOUND.WALL ,• )Ij' ; �..�_.._,� .. -F A PROVIDE BEAM SPLICE u C:oNTiNJOUS GONG. (MIN,4pOd P51) 9 •-..,.•• S1MP50N'H2.5A 5 BM. ri J I J _ t'ZAFTi�R 1 I1^ '� p, + r- CENTERED ABOVE COL, G•� „ (ll FEAR (51500 P51) ,...,..._......._ (4) Va H.D.O. LAO WHEN NOTED ON PLANS 4Es" o� '°I '.,. �.;I. . .._--..._,..,....�:�~.^:•::..�._._,,.._,.,.�_....,..,..,.-.._,......_,_....�..•, G...r. As PER FLAN I^30L75 (PREDi21LLED) #r� BENT #4 HOR.GONT.RESAR a:, I J I Jj (WI-}EN APPLIGASL TOP,MIDDLE THIRDS, +E rt i J II -- l:" 48" O.Cli. BOTTOM of WALL(4 TOTAL) PIT 2 ' a ! I ASPHALTIG__OX � ,► C'J _._ _ . . . L-----fH-- ...._.... ._.._ .. NEW "SIMPSON" GL.K-AN t i AMP m 1 • 1 U526 GALVANIZED -- GOP�IPAGT •''I is• .• '1t- JI if II FASCIA BOARD .JOIST HANGER ,I 1. PROOFINGG P.GONG. GONT«PTC. FILL ` a'i h.''* } "K 4,000 PSI) C33#5 HOR.CONT.REBAR t1 ' J I I 06 SENT `•,,,,, d �..••.. CONTINUOUS JI } 1 I I MBAR ITYi'J BEAM A5 PER PLAN 4" P.GONG.SLAB • PERMAGAST COLUMNS AS PER PLAN 3/8" THK. PL, u n #S REBA a* it r , w , .+• " �` t1 1 I J wl SiMPSON" P664(FOR.5 PLY SM) �t 3/61r THK. H.D. a16O" I I �-OR "SIMPSON"BG52-2/4(FOR 2 MY 't' BM)POST CAPS GALV, t�L. 6 Mit POLY "' `. J ) J CAP PLATE `G' 5„ MOISTt�E I�TAi U:IER t I J J " t " POR CONNECTION OF STL. COL. To (�) 1-3/4' HIDE LVL `6► � - ,-, ...•-.' � � GRAVEL BASf;...-.,... 4�.. . ..,..,. I LUMBER OR{;�) 2'" Wll"?E t�1� tr4) 2"x 1^iIDE DIMENSIONAL CLEAN I LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 15/4" WIDE -- ,..r.` �r01`►tyfWiT10� LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 11 Ii:} OUI�I TIC 1� 1�l L.L� DETAIL 0 FOUNDATION DIAL.. DETAIL �, REBAR OVERLAP DETAIL. GC��''I�I�Ei� I`'C�i�CI� DETAIL T L. � 5TEEL COLUMN OAS'' � BASE PLATE 8 -401.00 SCALE: 5/4" = 1'-0" A�-401.04 SCALE: 5/4" = It-O" A-401.00 SCALE: 5/4" 1'-0" A-401.00 SCALE; 5/4" = I`-O„ -4 J I.00 GALE: 3" a 1.. IF FINISH MASONRY Ir5W(SUCH A5 Q BUtSTOW -MASON To ADJIST HCHT OF LANDING A5 REOV TO SHALLACCOW �A�A�,- GoWV61?-610" AL.Tt�`eA-riou,6 ey : PROJECT: T FOR FINIS14 SONRY 2. ALL 8 AWA Fh'.dM�11>,.DiN6BE PI7Gi�G � •'---- t�AMAt2o E s�i �a��-s AOV su�v 'it t6j , per-. MODERN AGE ivo Za rAQa � L,au , n�t�t�.lo2ViLl. r.J� I -� BUILDERS S. FOR SLABS A81YMN&19;tAMiNS.r149"IALL GOPPI=R�LA5HIN6 i=Rt►M f�"A6oYE AND p � AD.104ENT To 5LAB, I:W ALL FLASHING 1. IF FINISH MASONRY U5ED(SUC.H AS lQ�j� - 678 70 oa J 0A�/I ..Q0&r) C)FTo 0 Ls 1 l e j E T iN A51"HALTIC MASTIC • 4"P.CDNG SEAS BLUESTONE,) •MASON TO AD.UST QF N E RESIDENCE " N/+bxb!o/lo Wt^IHA HGHT OF LANDING A5 IREGt'D TO 41 P.GONG,SLAB ?!� STAIR DRAINAGE CALGUL.ATIONS: I" UPON GGMPACTM ACCOUNT FOR FINISH MASONRY I" WON r a � ��1 � 1 C•�, �Q�� �(� y PI*RMAGAST COLUMN AS STAIR WIDTH a 5'-0" FILL �- j O :► PER PLANS]INSTALL A5 2. ALL.HORZ.VJWACES SHALL Be PiTCHED (T'� FILL �� ��� M' PER MANU.'SPECIFICATIONS PROPOSED NEW AREAw 64.5 S.P. GRAD a 1.4&AWAY FROM SUIL VINE er 2045 WILLOW DRIVE 64.5 Sq.Fi;.X O,I"t= It REBAR BENT Td /, ::: ."_,:_a� W"_�� 5. rOR SLABS As�1MN6 NAMING,iN�TALL RmAR BENT'To "--`� EAST MARIt3N NY 11g3►9 I I/3.I= 5,5 VERTw FT.dF;2'D1A RING RI=Gt. SLAB A5 SHOWN , `+�, ';:- "� GGPPE�t PLA5HIN5aM t2"ABOVE AND PROVIDE(1) 2' VIA.X V-6" DEEP STORM SLAB AS SHOWN � ADJACENT To SLAB, 15ED ALL FLASHING " . ..•r, •. -- u+ � """.Jp+� �r „ WATER LEACHING SYSTEM ,•r/ / // /f/1`'\f/'� IN A6PHAL116 MASTIC ��,• '/r°'� \ / .,r x_ �4 • ';.•�•;,�• ''-�'�\', � • �,-' �/�`%'/ s DRAWING TITLE. (1) #4"RMAK a EA. �• `'�','' / ,�' / / �+ ': r: " .� s� / -� �Nu ENGINE POST BASE PER MANU, SPECIFICATIONS DESIGN MAILS STEP;3 CYR a ENDS !�- \ �. \�'' ��/�\f` (1)#4�REBAR a EA. ' '� ' /f/! �`'/� // STEP, cvR ENDS , , �\ �\j/•\,``�`� `• �et~ND REBAR DELIVERED SEP 2 9 2025 �,,\�'f•�\%'�% j \,11 X\/' \'I I /`,�/j\,r,,�'\/ TO 5L,a8 � . .. . ,• \//\// /\`+r.,+'\'rff''�'�/� \''/f\'ff\'l/ •.'. '\ \ \, '\ \ \, \ FINISHED STdNE .: °'✓�� :a ... .. �.• / (r 4''GONG,SLAB " loll \ \ \ \ \ \ ALL P.GONG.SHALL .4 P.IANG.5LAB Wf LANDING ,�f MIN. 4.;. f . ��` \\ '�GOMPTEDFILL � \.� z MIN. 4' ,..i ✓ �{�\/\fi/ �GG�N[PAG�iE©�//\� //\/� BE 4pD0 P51 iMiNJ '- �:�; b"x6"-Iano wwM.UPON d . .. ,� •`:' : '' ��`. '/ /�,,,�,.// r,r. ,,r • �,/ �'' / / '�- a: f':i /,s```\/, \' ,, , FILL f'\,/\\/\,r� I Gnt�PAaT>S.FILL v d PAGE: " " " ARC®iQ\ `\it `% �j`�` `��` `�` ° "'^ ,`: :; !r' '` \ � '\ '` '� / •r '� � �/t,',f\�'' (f) #4 REBAR 4 P.GONG.SLAB►w/ 2 x4 r '. `'%�� \'� \O.G.(MiN,5) \.�,�'�,�''\f,�k,/,r\,f ,/ m .,, .y \\,f\ #4 RI_BAR a io" r'\ ' /\�,� / J. CONT.a TOP Iw... . /,�is\ , ,�'\/\ ' AIR b xb-!0/10 W.W.M. KEYWAY y \ \ \ \ \ \ \ \ "✓' /' / / /R / / ' \•`�\ \, \ \ * .. - i r/ �i� /�\/ \` `` \ \ \ it " \j�\,f'�eO.G.(MIN. 3) /�\/\/�`\f�r� / \ \ \ X \ \ WON 00M,PAGTED FILi. �....' '., �' / .�'` � � � ,/ '� ��' /.� /�'1.'\fir\ p 2'tic4 KEYWAY �_ ;may• \ �. \ `� \ \ \ \ \ #5 REBAR a B6" o.G. /\/\f 0%�.'' �' / / '/.r �' / .�' ' ,/ � � � fir.,/!,� ,,� r,�/, ` ■4 DRAIN GCNNECTEDf . ,fr .,/�`\�,� Lz� , . ,�.,�,� / \\ / /�\,/\j\\ \\, � , , , , ,Ti7 t:XiaT:MAIN LINE /%f � / s ''!� �v+�'r• fr 'j\� \i �/ \ �`\/�\�/f I \r l��! ��/ 6RA`Dl :^r��'', a \ ` , , I. ��� \ a •d a MPAGTED i ALL G. '/r 'ri' 'r� #4 RI�3AR CONY: ti /i /� \ � \/\ `�`\ / d � '`+ �`�r` 8"THK.P. \/ F.iL.L EVERY 6 ►p \\ �\ '\ \ \ \\ P CONC. `� \ `\ /'' / ./ / ,�` - E- / /� CONG,KALE •. 11Ii, ' ;�\/�,r\/�\/�/'�/\/� 52 SHALL BE /\//\/fir a lo"O.C.(MIN.3) 1 ``\ �\'�\`� p \ `�`��\ \\�\ \�* ALL P. GONG. �+, �,.� \\f III.:. /` f``\, \ \fir \� DATE: 01/09/24 13 0� .7 " ,,;1r•a '�\/ •`\,�\\/\\''+�`�I •�\\/*+\ 4pdi7 PSI (MIND \/\�/�'\,�� (i)#4IZEBAR CONT. ' ' ' /11/Z 1z, ST ��t�! ci f�/i�'�'f✓'��f / 4��o PSt (h�1fN3 .✓��/'fi/�"// I�rI • f�'�//\\ Q \'��\ E?CfEND FOUND. WALL 4 PTO.AT #4 REBAR CONT.a 10 o.G. (MiN.S) f'a #5 BENT REBAR r + . . `° \ ' `�/\/\� �j\��`��r/`,\r' / /\/ ;�:I : \ `, `� \\ \\ v,c. ;I i '�i d�` \ \ `� COL. PER FOUND. PLAN PRovts /�O\-' `fi \`/\''f Y `� c' tiri \�` .� \/ � '/� 1/i� \.� /�if\/\i�\i�\/\/'r\/� .� /�\/ " t d ✓� / /�/\ ADDITIONAL(2)45 VERT.REBAR (I) #4 REISAI::GLINT, +" \ \ \ \ . \ \ \ \ �, \ \ \ \ af5 BENT R1E3AR a 12 O.G. / / / / / /� / ./ r / ./' �'' I '• /\tf\f\i"\r' /'\/�\,r`�i,,.e��r*/��'`,,/\ �'/\rf\/'\r� ./ " :.' t., . ` \` /\ \`*�'{\\'�\'�'r\�t'\\/'�'�� �+d`�\�/-,X, x\""'\ `�,!1\1 1111 I (1) #4 REBAR "' I'} • . - ,�`\ \\ ` IN GONG.WALL BENEATH GOLIIMM #5 8EM REBAR a 12"D,G, `:` , v,/i 'i� r'`/\ \f�j`�fr%\/�,� �y�'�' , \'fir' f/' / z \ •' is �� s��/1'r\ 4 (0 05 HOR.REBAR iN \,+\ \ \ \ \ \ \ \ �'�. \ \ \ \\ �\ `\ O1#4 REBAR GONT. I // ,� /' //' ff'\/t/f /i�� /l/�'�`f.�'\ \' '�/ .r'ff GONT,+@ BOTTOM I f)'n' r'\ \ �. �. ..'iI•. �,` ��` ' \ ` � �`� } �,\,f� ''• If`'. \, ' '" '\'�/ � �\" /\' ,/\ / / ''\`\/\ .�� �\�,�,\/ !Ii Ir` 'r � f,'�•.,,, "� 'a �1t+iLAR6ED I^Tt�. $"THK.P.GONG.WALL : .: \,�'��/\�/\�r�\f\r/\f\rf\f'`�/\ \/\ \/\ \�\!� '° :ff' /\/ i/��•/'\,f/\/f\.�,r``�//\,�,.i\\���°,�/ /�\/\ .r/\f�r�+•f 1$"WIVE x 12' DEEP �i:�.,: /�\'� t � ``, ,/ , / �, �' //\`�j�\�•,��\\/�,\f/\\�,/ Q 6"THK,P.GONG.WALL :.Ii.'': \\ \\ \\�`�\ \\ \\ `` \ \\/ \\ \\ \.�'*\/`�\ \/ P. coNG.FTs,` iI. .a \ - (i) 04 REBAR.GONT: .. ` \ \''\\'\` \\/` `/\` ''\`,'\\''\\f\1'''�./\`�`/`\'�\/\/�`�'� t$" wrDB x r " D1AEP '�' ''/° '/ //Z // /,,' ,�,,r�/ //10'\ ' /.� r' /,�'`.�,r' //,.`\'� , •/�'`� k, ..6. w .� \� \- �\/•''�/\/'/ `�' `+ P.GONG. FT6. �. \ � \, '� \. \, \ \� \ �`'�. � : ,.•.. . I ' ' ,;. . .. • �. u / �,* F *' • I EXTERIOR MASONRY DECK 18 WIDE x 12 t�>'k-P '+./ 1��,: •. ,/j\r�\,` ',/��rx\ \f\/\f�./�\j�\ /'\/r�/\f (2) HOR.R1=BAR �'� �, "C \�\ \/ \ /�'*/�`4/� / \''f \ \ (5)#5 �foR / / /� / / /� / .� /' /� /� / \ \ \ \ \ \ \ \ \ \ \ \ �`. \ \ \ :'. �. :. ° ° , OUNC7,WALL FTC.AS PER 5r' k P.GONG, FI'6. /\�/ -- \ � �'r`,r'�\•�`,s/\/'f /r �' / r+� / f ,r"� i`' ' ..' �/\,1\f\/\f f�./\�'\/\,r+'\ \/ �,�yf\ \yet' RESAR 4 w \�` \\ \ \\ \\ ��` \\ \\ \ ' ! ° / DETAIL X/A-XXX r -. (� #5 HOR. i¢EBAR �`� �''�' „�J, " "� �' �_ - � ��.�'� •ate ��" EXTERIOR M Y 5T 4 ?. DETAIL 1 �� �� - EXTI 'I t : 1�I} 50 1 .1' STAIR: DETAIL 47 E-�CT fi�I c fi� NC SG� Y OK DETAIL I L. h'1 i NI G ST COL. c� 001 T"# T" . ,4-401,00 SCALE: 514" C 1'-d" A-401.Q0 SCALE, 3/4" _ {'-O" -401.0 ? SCALE: 3!4" = 1'-p" �4-•�401.00 5GALE= 3/4" 1`-O" i NEW PARTIAL MEIOMT Gl Ex15TIN6'TO BE PEM01.151ED WOOD FRAME (1..6. STL. W "ISTING TO REMAIN WHEN APPLICABLE) Iii NEW WOOD FRAME a-er. NEW FOUNDATION WALL aM STL. WHEN APPLICABLE) Q N NEW DRAPED INSULATION NEW I-HR FIRE RATED BASEMENT WALL � � � WOOD FRAME (L.O, wTL. w WHEN APPLICABLE MIN..f2) 2"x4" STRUCTURAL - ' NEW 2-HR FIRE RATI:`L? POST FOR 4""WALLS CJ D WOO FRAME (L.O. °�TL, (MIN.(2) 2 x8 STRUCTURAL O Lf) Z -4-- WHEN APPLICABLE) POST FOR G" WALLS e ), U.O.N. � O �N I~ O in -'� 0 LO C-4 o- m4 P7SU07URAL PLAN NOTES F,A0 FOOTINQ V 18"x1b"x12" DEEP P.GONG.FAI FOOTINO AS PER ~' DETAIL 6-A/40L FAD EQOTIN6 _ _ . _ __ , _ . _. . 24"x24"x12" DEEP P.GONG.PAD P'OOTINS AS PER DETAIL 6 A/40. BEAM POCKET (TYP J , _ _ __ ,.r;•'a' .:s, V.1 f.�.LJ STL. COL.: ;� ' � .r• .• '4• "•'' .:{ SEE NOTED DETAIL AS PER PLAN � T �. L _ + '►'� '•�+ .q• ~�• �'�'"•�` ,�-. :�k. (. ,.•','. .'s'�_�:5`4 'r,.•[s',�«� :4,.'a`rrt�'3 �� .r S t;',4r.:fir +; �� 4 � --IL - n. j .�+ g'..1�/2" $+.,I�2" �+y+►I�12"...r.—.... ,t ...,.+..r .....nw,r+ ,� . , ."._,. . ..... . 71 3 ,:, (2) r."M"Xir.:a?75" 2.0E 4 -1 r 8'r5"�.�j�j22.%%��.aapp}t�.������E}�r�/ww/���.. � MIGROLLAM DROPPED OIRDE� pj2LL3AM r� ItIM R . (4� 1.-75, LA FLVe.)J 00T pv.cES To t3C - ad Go1.uMIJ 0�s� T'�5 sQOm �. I 6 101j rz piecc-5 65FACC-12S) A CUT:511-b..T AQo.;1QV ►� ATmal 106'er Ice VvI-t>I� > ovvs oT= *. r •. f•V •ti,'* '.L •"`•• ,•y v • :.a "`� .r`, * +3• 1 •{• 1/2" VIM /H R O -1I.1 LTS, A f z. *". .V 11 •:R �u.. " � •M� J �5° 11r.8Ta°2 E s,' •.:•' ,� Ie. „. ..4, 4• Y°' i. :d �� '♦,:f rw MIG .DROPPED 61RDER }. I-- I! - •� wFiLL AL) RUCTWZ cqx T BASEMENT UNFINISHED �-" UNHEATED r , f " ' 1555 S.F. �? ' ` f �► o l-?./?A:J Cox.VER,6101,1 �ALTr~>�d�T• WJS DAY it 4 , =� f 5'-�tp" t�'_Z'' S�.603 40 t\4AQIp06A I.A.-tF-, M,40c;QVILLe, O%r &-51- 97a -Z as J nAmAQ- � L oproQLi w r-.��r 8'-Io° �'-tom" z , �6�° --.=-_--. At A4 •r �r 'iT.• Q t " 4 "I (2) t"!5°Xfli7�v°2.o)r i ... ?. .,rJr pt"es�6P ��i ZUZr'� 1 '4 1., r5"2.ot_ - "X " MIaROLLAM Dr�oPPlID sIRD>:R { 4 ul MIGROLLAM DROPPED 151RDE MCI PRROOPPER I tz �.�...� ,_. 4' I .a.7 PROJECT.- "E"'yo j .�: `s �, MODERN AGE �O (2) 1.15"Al BUILDERS * �`� r I to m• �q d Im MIGROLLAM I M 1 ", `D>_R :F. �, _ ► RESIDENCE �✓ �� � ':•'e� •:i•mot• '�».•••;i: •''a 10,Q � i .... 0 4932 NO os s� 'oN� aN ti :¢•' .W; 2045 WILLOW DRIVE EN EAST MAR I ON, NY 11959 DELIVERED SEP 2 9 2025 f ► ` l_ . _ _ __ _ __ _ _ _ __ _ .� _ _ . _ _. �. w __ . _ __ _ _.! t{ DRAWING TITLE: t .y"�:, ,; •ti".j'r �,•'. y'a i'.,.'y:.�:;. _�,. •,� jl •t•1 •�.�. .1.•� .. ..�.. •,a •�.y:r»tag 4 .»t. ,.a;•.. -�'• •,a. ° •yf 'dJ. t �''' i i "t A 'r'.'1•. sa • j:.`•!• .r .rt: �.d. "pa {r-'!• PROPOSED STRUCTURAL PLAN � 1 ^L ... . ..� ..._ .. __ ', � t « �+ PAGE. r'�ti ..;.r ,•.+; u�, a, ,k. t. .4: ,i..•».;- p,'i R'',+• rr.'•j. .a �` w'`'�, w. ,+.. -+ - y n^..•,. L �..'y. a »+ .•.'•�,;:i thaw � X [ PPc-,5r-QvATm5 ra�rc� pSL posTs •+ ..»..J' .7. y, L' 'f•',.,•.,y'X'" '•l. �i `F t.,j..''k' ' LI,'.!. .�.,.. •'�+.'•, ..�..q .,i.•. *� �yj .j. a`.:i� :,r To aCST OQ EXISTaMeq Eo OTI0 FL 14 Q� S�10 0 000 _ , � ._� , TYp1eAt 2L. _ DATE. 01/09/24 14 OF 17 PROPOSED FOUNDATION 5TRUCTURAL PLAN SCALE: 1/4" = 1 r_O�+ ••a 'i;, n ar art/ N AL *"-r 1 � 40 L < )O'*• a 1=XISTIN5 TO BE DEMOLISHED NEW PARTIAL HEIGHT --- W000 FRAME 4.45.f7TL. W WHEN APPLIGA514) W Ex15TING TO REMAIN; J a NEW WOOD FRAME (i..G. NEW FOUNDATION HALL #'7 > M. WHEN APPLIGAE LE) < -w N NEW DRAPED INSULATION 0� C cr) NEW I-HR FIRE RATE1:1 BASEMENT HALL 0 WOOD FRAME (L.O. EiTL. ''"' NHEN APPLICABLE) MIN. (2) 2"x4" STRUCTURAL O 00 V0 NEW 2-HR FIRE RATi:x3 P05T FOR 4""HALLS 0� N >: 1 WOOD FRAME (L.O. 5TL. (MIN. (2) 2 x6 5T RUGTURAL14- WHEN APPLICABLE} POST FOR 8 HALLS),U.O.N. C v Z v— .a .r-► N � 0 � � c o g.MR TURAL PLAN NOTES I$"xl8"x12" DEEP P.CONG_PALS FOOTING A5 PER DETAIL 6-A/401. ✓` eAD FQOTINO 24"x24"x12"DEEP P.COW,.1'A17 FOOTING A5 PER DETAIL 8-A/401. BEAM POCKET (TYP) ✓ ISM NOTED DETAIL A5 PER PLAN I.*m5dI4115 Zoe MICROLLAM HDR. MIG LLAMT1'q -- --� # [ NEw 2"Xa °� IGEN n n NEw a-tia"Wr sbo v ~ O F.J. lb" O.G. 34'1 5.F, r F.J. 16" O.G. AFTER? 1511094�G1 r Of?ACIQ61 Z" FLoov? FLATroizm p,Ac+�A o E 1 c� i Aup 5°s�av Ye , pc. REMOVE rLV.:,)1 4I9nER AWO '5M. <0LL*AW� /2/���%/J�1WiAl2I Fb-e%A�j p/LAUiE , w/'d��/�l�d oev^�i L�`�Ls , ��t�,Y� r j 94-`� ,�:•, ('G /� i' ,`, `A, �/ 6/� fir! '�'/� W'. ./ •r V78-7VVb JV�dt`0 i.^i'�dL/ 4`s O VVDs�'Li G+• r w^rrr.r t "Yge" I�•v+./rs'"`LL I�V��Y Y{� iz I`> 4o ✓ • W + I�c9 fLV50 olp 5uP PO@Trt b Ar EAGaJ E'uD wtZ'A SfEP•r6t/1F3-r:-42 ?. , f0Zr:7 . _ . _ . _ . :-�-1 2")ml PtPcC SW X- ISTI?0de4 coLUMQ u NEPq it '1/6,K S6o c . 16 O ! '7" n IN x ` C Tip I G V OA-56�lTF OF NE y �.�, 16"tJ.G. PANTRY 3.q S.F. �" '7" )c 67 x Y e'"r„ Ic14 p �a` s °- d 'roP I `I"O ,tQ Z.D' r CO 1;75"x111b75"2.01: t' S U 5 (IJ I> Ate MIGROLLAM HDR :" L ;: ,� /� LT T i-I LD E R ® of a�^•.'Ilk ,•t-., :P,. •:. ro1Y ENGIN�P� LA NU DRY J 1RO 5 S.F. — DELIVERED SEP 2 9 2025 DRODM#t # Ile NEW It 1/64 Wt 560 16" F 1. x I117/8" WI 560 ILI �O 4 a 1 'k ....�..� 85.1 5.F ,��� � Y to 5�. � I D5L.F.J.MLOW WALL 1 ' T. DBL.F.. .�.:.,.... GIN 77u 4 ,, •� PROJECT: MODERN AGE 1.1�"xtr Llvi pm. 2W,. E GROL - 7 o - ACE .- �; BUILDERS v 550 S.F. �ArH1�ooM s. �, IQ RESIDENCE 4 1 2045 WILLOW DRIVE a:',i:�,`,ti «z•: "�'¢° (^(�' �, EAaT IVIARION, NY 11939 DRAWING TITLE: COVERED PoRGH PROPOSED STRUCTURAL PLAN 322 S.R. • (3)1.15"XI1875"2 OE MIGROLLAM GIRDER WRAP tx AZEK t'15"Xtt.B'15"2oE MIGROLLAM I`15" 1.&"i5°2.oE MIGROLLAM '15"x#t s 5" 2.0>: ICRO LAM PAGE: "'.." .. ..'— " s R ;IPAP� B L- -rVZIrA RY I STI O(q Loop, -bEe-Te,-, 7b t anALL. f Lril 51 vim 6TL uc4Dse To OAvE vves pA,nDI:o wtTc4 (2) - t;75 .0 4 U ou C-A44a �dt�e~, QIPPI~D TO FIT 6LIU16i . THQouez0 Zd-T WOOD M4P STEC-L WIT44 Two ROw5, 5/0 x °)" VOLTS. #��TS � v►<�5t-t�PS �,-� �2" o.C .. DATE: 01/09/24 15 OF 17 ATTACA FLOdr- JoiST -ro P. mt o iAr:wA r vvin4 M1V i s i/n FACI~-tAoV1,, T i4a&1%-v:-+t-s :5we�LC ',,J) M 10 5,54,/t t F -&ADL)#JT OMASaS Dour Lia IF, J> SCALE: i/4" V--O"