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HomeMy WebLinkAbout48950-Z of souryo`o Town of Southold * P.O. Box 1179 a� 53095 Main Rd CoUNV N' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45935 Date: 02/04/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2060 Shipyard Ln East Marion, NY 11939 Sec/Block/Lot: 3 8.-7-9.4 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/25/2022 Pursuant to which Building Permit No. 48950 and dated: 02/23/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, front and rear covered porches and attached garage as applied for. The certificate is issued to: Boost Construction Corp Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1720 12/4/2024 ELECTRICAL CERTIFICATE: 48950 10/10/2924 PLUMBERS CERTIFICATION: Marc Lo Bianco 11/11/2024 %%Iry thor ed i ature �suFFot,��o TOWN OF SOUTHOLD moo ay BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o . g 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#: 48950 Date: 2/23/2023 Permission is hereby granted to: Parkside Heights Co c/o Kontokosta PO BOX 67 Greenport, NY 11944 To: Construct a new single family dwelling as applied for per SCHD approval. At premises located at: 2060 Shipyard Ln, East Marion SCTM #473889 Sec/Block/Lot# 38.-7-9.4 Pursuant to application dated 11/25/2022 and approved by the Building Inspector. To expire on 8/24/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,814.80 CO-NEW DWELLING $50.00 Total: $2,864.80 T Building Inspector of30(/ryo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT �oI��OUHiY N�,`o 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#: 48950 Date: 02/23/2023 Permission is hereby granted to: Boost Construction Corp 7206 Juniper Valley Rd Middle Village, IVY 11379 To: Construct a new single-family dwelling as applied for perSCHD approval.Amended:z2,/c4/,25 to*ztQ�; 1�fs_tC.uc065`1 ha,n �r Premises Located at: 2060 Shipyard Ln, East Marion, NY 11939 SCTM#38.-7-9.4 Pursuant to application dated 11/25/2022 and approved by the Building Inspector. To expire on 08/24/2024. 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 $2,814.80 CO-NEW DWELLING $50.00 ELECTRIC $275.00 Total $3,139.80 Building Inspector '�pF SO(/jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �`� �� Sean.devlinAtown.southo Id.ny.us c4UNTY,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Parkside Heights Co Address: 2060 Shipyard Ln city:East Marion st: NY zip: 11939 Building Permit* 48950 section: 38 Block: 7 Lot: 9.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: WD Electric License No: 3552ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 16 Bath Exhaust Fan 5 Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 16 Smoke Detectors 5 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 95 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6Q 4'LED Exit Fixtures 11 Sump Pump H Other Equipment: Fridge, Oven, DW, Micro, Cooktop, Hood, 200A Panel 40 Circuit/ 39 Used (6)115Arc (6)120Arc, Sub 12/12, Sub 8 / 5 Notes: Two Story w/ Unfinished Basement _r Inspector Signature: Date: October 10, 2024 2060Sh ipyard HouseE lectric Town Hall Annex Telephone(631)765-1802 54375 Main Road .t P.O.Box 1179 ca Southold, NY 11971-0959 y� ao ^ l� I s L. BUILDING DEPARTMENT ►! JAN 8 2025 �_` TOWN OF SOUTHOLD CERTIFICATION`' Date:—AZ 1441 � bl Building Permit No. l `� t Owner: (���z\M\C (Plea��seMMprint Plumber: K- (Please print) I certify that the solder used in the water supply system contains less t n /10 Q 1% lead. (Plumbers Signature) Sworn to before me this day of o 20� °F JpR�As61ps �e36!ar Z Qve��cNo p1 ns�Qp2� N°1 RgQ�aC�t�e on��@��g Notary Public, 62w2n5 County Gp sS� 1 oq SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631.765-1802 INSPECTION [ FOUNDATION 1 ST e [ ] 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 REM R IS. (�. DATE INSPECTOR SOUTyo� ----- # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION / [ ] PRE C/O [ ] RENTAL REM KS: h Oh q44 It 6 Av I V &41 V I DATE �y ( INSPECTOR �O,\\pf SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. jl °ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: U d l.Xc oyl S-vP.0 t(ia fe-4,j2- X - DATE INSPECTOR ho��OE SOOTy�Io q fq5o --doa) -- # .TOWN OF SOUTHOLD BUILDING DEPT. ^OUrm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING . [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ '-] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�S(� ELECTRICAL (FINAL) [ ]. CODE VIOLATION [-. ] PRE C/O [ ] RENTAL R ARKS: 4)L WP- 0LA,+jt+JS 04 OL&+4ar kj"tLA �.au,,,►dr ��(, o o f(J net 5 GET b4e -¢c ovl eta � otte ec f or lin oar64N60 Ae-ed Gr.T to ec-6b^ on a1 u7e/8-1� a-r or r-ov� �a fe,5 ��, � �o�s foo ker of S(AL ft4 6y b u5tmt' . �- Dwr W lre'S nOf u.vd er rwL i vt cc k e �r a, l�oKe� p DATE aZjdqT INSPECTOR f DE SOUTyolo } TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] XFUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE SISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: " �''I� 3 hre,- Af4,a 101 4�!Zt446'-- �04/0/f AQA- 'y Vovi kk ✓c d� eA A-1 AP OW � � r DATE � ()0 INSPECTOR VIP ��OF SOUIyO ( { V v # TOWN OF SOUTHOLD BUILDING DEPT. co 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [XFIR ESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TRICAL (ROUGH) [ ] ELECTRICAL (FINAL) VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: �_(tiv rls %n 6*409cr rl Y �'�tn Jm�OS�� c�JYi� IJ 11�i �� • h Il�•f r I��TS T DATE lW!2 INSPECTOR OE SOUTy�Io # TOWN OF SOUTHOLD BUILDING DE . 631-765-1802 INSPECTION [ ] OUNDATION 1 ST [ ] ROUGH PL13G. [ 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: k LJ p ( .1A ©✓ A/ 1 S DATE INSPECTOR SOUIyo L1 -- �# TOWN OF SOUTHOLD BUILDING DEP�./V courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Li Clp-e) t� r - L DATE 2 INSPECTOR I of SOUlyOlo - - !� * * TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] -FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: � fAV, DATE INSPECTOR ho�aOF SOUly�lo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ dINSULATION/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: oul N.. � � G✓ d �- � I Yl v � � C v c o nti n s� I.Q,rL. s ►� i h4sv�a o►�,, �(� 4 cay e e, DATE Ia-5'.Z3 INSPECTOR j OE so(/Tyo * TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631-765-1802 0 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rSULATION/CAULKING FRAMING /STRAPPING [ NALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4V, &dwk A "� �>W41 ebk-�w Wl %"- S 6p�� ol-xA l wv�,- 40 O4bC 3f Z 1:�DNn !T:n WA cr$(45bq� 4p cRnfts+ StVIN- cyt,"- � � 0* V Sr 1 DATE INSPECTOR OFSOUIyOIo #1 2) gi50 c?%O $htPVAfcA TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION. [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] . INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ } FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �, ��r bV an e, need-5 (5FS c4- AFCl rA �l o h itor ac L 5 Kea 4p6rrj: k% cv) 06erp,e vL+ dl nof A' ed 01-OK44 iho,vt,u. b r 5 vt 2� 2 n 1 woL cc(%,'. o u. o v+ o✓l o ue vx �- cm ` o DATE oZ7 INSPECTOR 1"Ad2pdl UF SOUIyOIo 111 Zf 7D L) oJu(o v �rL CaLv C..- TOWN'OF:SOUTHOLD.BUILDING DEPT.- °`y o rm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ RERAR [ ] 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 i- 7R A s. tort f to B4.6k d r�aoe$44e*X no F� rolVC QVl ova �� u � COO( �e o vt b r Y1 6kLm U)I�h I vi, 1 wVL Axne,( ria,6 vc�f baser�e�c t� oza4ftt 0 vt, OVL a, o� Ktk i en co � p�� �ofeci ®� �,tc o�.f e�5 �= 1,� DATE p�7 INSPECTOR OF SOUIyO� L4 6 Q - # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION:IST/ 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: `'` s-- /'J N`-f" ( AA 'Ty ASK 3 'DATE 100 INSPECTOR 4' *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 x JA N 9 2025 Home Energy Solutions, Inc. 631-673-0664 H@31 ff.: ENjEGz y Load Short Form Job: 2060 Shipyard Lane [S}Lr¢t It s $ Date: 8/29/2024 Entire House By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 2060 Shipyard Lane, East Marion, NY 11939 Design Information Htg Clg Infiltration Outsidedb(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) 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 (ftz) (Btuh) (Btuh) (cfm) (cfm) AHU1-1ST FLOOR 1784 25881 18856 1200 1000 AHU2-2ND FLOOR 1745 25928 15466 800 800 Entire House 3529 51809 31981 2000 2031 Other equip loads 7746 . 1089 Equip.@ 1.00 RSM 33071 Latent cooling 8050 TOTALS I 3529 I 59555 I 41121 I 2000 I 2031 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-Aug-30 11:34:25 ,.,.�.,..,�,„�...,., RightSuite@ Universal 2023 23.0.05 RSU20822 Page 1 060 Shipyard Lane�2060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E i Job: 2060 Shipyard Lane �Ns� ENERGY LoadShort Form PY 5 t a u ill Q L 3 Date: 8/29/2024 AHU1-1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Inf• • For: 2060 Shipyard Lane, 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 1 (Tight) 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 EL196UH070XE36B--* Cond ML14XC1S030-230A** AHRI ref 201849570 Coil CX35-36B+EL196UH070XE36B*+TDR AHRI ref 201868878 Efficiency 96.1 AFUE Efficiency 12.2 EER2,14.7 SEER2 Heating input 66000 Btuh Sensible cooling 20160 Btuh Heating output 64000 Btuh Latent cooling 8640 Btuh Temperature rise 49 °F Total cooling 28800 Btuh Actual air flow 1200 cfm Actual air flow 1000 cfm Air flow factor 0.046 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 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) MASTER 619 9286 6472 431 337 COMMON AREA 1165 16595 17146 769 894 AHU1-1ST FLOOR 1784 25881 18856 1200 1000 Other equip loads 3887 1710 Equip.@ 1.00 RSM 20566 Latent cooling 5709 TOTALS I 1784 I 29768 I 26275 I 1200 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-Aug-30 11:34:25 �,. Right-Suite®Universal 2023 23.0.05 RSU20822 Page ...060 Shipyard Lane\2060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E E EN'ERGS Load Short Form Job: 2060 Shipyard Lane Date: 8/29/2024 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 Information For: 2060 Shipyard Lane, 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 1 (Tight) 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 EL196UH045XE36B-' Cond ML14XC1S024-230A** AHRI ref 201849569 Coil CH23-31+EL1 96UH045XE36B*+TDR+TXV AHRI ref 201868167 Efficiency 96.6 AFUE Efficiency 11.7 EER2,13.8 SEER2 Heating input 44000 Btuh Sensible cooling 16100 Btuh Heating output 43000 Btuh Latent cooling 6900 Btuh Temperature rise 49 °F Total cooling 23000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BONUS ROOM 363 6770 2424 209 125 BEDROOM 2 168 3336 2477 103 128 BATH 2 76 695 115 21 6 OTB 349 4267 2956 132 153 BEDROOM 4 185 4003 2531 124 131 BATH 3 67 569 88 18 5 LOFT/HALL 350 3370 4107 104 212 BEDROOM 3 187 2919 769 90 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t 2024-Aug-30 11:34:25 m, .., RightSuite®Universal 2023 23.0.05 RSU20822 Page 3 060 Shipyard Lanet2060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E AHL12-2ND FLOOR 1745 25928 15466 800 800 Other equip loads 3859 1498 Equip.@ 1.00 RSM 16965 Latent cooling 4573 TOTALS I 1745 I 29787 I 21538 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-Aug-30 11:34:25 a .� � Right-Suite®Universal 2023 23.0.05 RSU20822 Page 060 Shipyard Lane\2060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E pi@mr-. E 'ERGY Load Short Form Job: 2060 Shipyard Lane s 0 t.u r 11.0 s Date: 8/29/2024 COMMON AREA 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: 2060 Shipyard Lane, East Marion, NY 11939 Design Information Htg Cig Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) 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 (ftz) (Btuh) (Btuh) (cfm) (cfm) GREAT ROOM 415 3609 7735 167 403 KITCHEN/DINING 399 4607 3106 214 162 PANTRY 38 0 0 0 0 STUDY 112 2346 2186 109 114 POWDER 29 603 690 28 36 LAUNDRY/MUD 97 3206 2326 149 121 FOYER 76 2224 1102 103 57 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 2024-Aug-30 11:34:25 Rig htSuite®Universal202323.0.05 RSU20822 Page xl ...060 Shipyard Lane52060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E COMMON AREA 1165 16595 17146 769 894 Other equip loads 0 0 Equip. @ 1.00 RSM 17146 Latent cooling 3092 TOTALS 1 1165 1 16595 1 20238 1 769 1 894 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AL 2024-Aug-30 11:34:25 r saw, RightSuite®Universal 202323.0.05RSU20822 Page 060 Shipyard Lane12060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E Iff&M E .EN E:R,GY Load Short Form Job: 2060 Shipyard Lane a 0 L a 1r 11,0*s$ Date: 8/29/2024 MASTER 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: 2060 Shipyard Lane, 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 1 (Tight) 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 (ftz) (Btuh) (Btuh) (cfm) (cfm) MASTER BEDROOM 271 3785 3190 175 166 WIC 2 95 1505 807 70 42 WIC 1 51 0 0 0 0 MASTER BATH 203 3996 2475 185 129 MASTER 619 9286 6472 431 337 Other equip loads 0 0 Equip. @ 1.00 RSM 6472 Latent cooling 1497 TOTALS I 619 I 9286 I 7969 I 431 I 337 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-Aug-30 11:34:25 .us•rtwe .a..o , RightSuite@ Universal 202323.0.05 RSU20822 Page i ...060 Shipyard Lane\2060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E 1 � 7—N Basement A" 4^ 7" 1 2 A" 8" BASEMENT 7" i 10 IOxA I1O1:;< ( 1 6" 0-1 �I BATH 7• CM CRAWL i MECH. '¢�iIORgExU �----^--_—�:i!�herStTi�la7T.unPD7Y��mik .�__------��SheA4#19�ItR2tumIIrallc � ma et m :SupplylEa9atftegistsr � � �flfi�e8iw�i5tm,�aam Job#: 2060 Shipyard Lane Home Energy Solutions Scale: 1 : 127 Performed by Jonathan Vasquez for: Page 1 2060 Shipyard Lane 187 E Main St Right-Suite@ Universal 2023 East Marion,NY 11939 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-Aug-30 11:34:35 home-energysolutions.com gdlamay3@gmail.com ...ne12060 Shipyard Lane ManJSD.r N 1st Floor AHU-1ST FLOOR COMMON AREA POWDER; J T]NDRY/MLI STUDY` 49 f AHU-1ST FLOOR MASTER PAt NT10)' v MAS7 2 EDF 00'f ER.& R M s1s �7cfm7 GREA17;'R0OMI GARAGE a 111 '41 23tcW 32k.8.t I LIFMC27 ICITGHEN/,•DIISIIVG;_ ®J ��� � yyfG It � - ^ io3cfm P Y+Jwilxl �.. �rlozbrm+ IMiSTENBATM E trltsa7atJaJReg�eE1 .��)}� _�—_--a��lee^Jdelr}tiSyppljyTaunkc z� �~ 1 9lpptj�t�e0�egistau R3—_� :! c relfr RCave 1n 22 ! WWWRwAt(Irr Job#: 2060 Shipyard Lane Home Energy Solutions Scale: 1 : 127 Performed by Jonathan Vasquez for: Page 2 2060 Shipyard Lane 187 E Main St Right-Suite@)Universal 2023 East Marion,NY 11939 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-Aug-3011:34:35 home-energysolutions.com gdlamay3@gmail.com ...ne\2060 Shipyard Lane ManJSD.n �.r N 2nd Floor AHU-2ND FLOOR ATTIC tam' ATTIC - .153;. < r 4 1 i �BA�HR (BEDR©0M,,3 _ yt In 8 ,I 21 finy. - 90_"Clin dB©NUS OOM + xg9;r r6kio I ;6ia s 4{ r tf ^LLLv�061/+FliLl 4, " ATTIC ATTIC a NX 1B[#77i6 �t r 106cfm 1 ua�m 1BEDROOM;4. BEDRQ0M`2� m t{ �1_ ILL�pert9 _ �heeA:tf�AtilT�upP}ylFmds 1131d. WA9Q3i9gR2GOSW Job#: 2060 Shipyard Lane Home Energy Solutions Scale: 1 : 127 Performed by Jonathan Vasquez for: Page 3 2060 Shipyard Lane 187 E Main St Right-Suite®Universal 2023 East Marion,NY 11939 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-Aug-30 11:34:35 home-energysolutions.com gdlamay3@gmail.com ...ne12060 Shipyard Lane ManJSD.r H@ME ENERGY Manual S Compliance Report Job: 2060 Shipyard Lane ONS Date: 8/29/2024 s L"—'— AHU 1-1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 2060 Shipyard Lane, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 20566 Btuh Entering coil DB: 76XF Outdoor design WB: 71.2'F Latent gain: 5709 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.07 Total gain: 26275 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: ML14XC1S030-230A**+CX35-36B+EL196UH070XE36B*+TDR Actual airflow: 1000 cfm Sensible capacity: 23560 Btuh 1150/o of load Latent capacity: 5900 Btuh 103%of load Total capacity: 29460 Btuh 1121/o of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 29768 Btuh Entering coil DB: 68.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Lennox Model: EL196UH070XE36B-* Actual airflow: 1200 cfm Output capacity: 64000 Btuh 215%of load Temp.rise: 49 °F Meets all requirements of ACCA Manual S. wMwkt 2024-Aug-30 11:34:25 ..0 k i"O RightSuite®Universal 2023 23.0.05 RSU20822 Page l ...060 Shipyard Lanet2060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E H@M E ENERGT� Manual S Compliance Report Job: 2060 Shipyard Lane s a L.11 Tit 0 N s Date: 8/29/2024 - � -� 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: 2060 Shipyard Lane, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 84.07 Sensible gain: 16965 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.2'F Latent gain: 4573 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 21538 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+EL196UH045XE36B*+TDR+TXV Actual airflow: 800 cfm Sensible capacity: 18140 Btuh 107%of load Latent capacity: 5430 Btuh 1191/o of load Total capacity: 23570 Btuh 109%of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 29787 Btuh Entering coil DB: 67.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Lennox Model: EL196UH045XE36B* Actual airflow: 800 cfm Output capacity: 43000 Btuh 144%of load Temp.rise: 49 'F Meets all requirements of ACCA Manual S. 2024-Aug-30 11:34:25 RightSuite®Universal 202323.0.05 RSU20822 Paget ...060 Shipyard Lane\2060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E H@M E Ew E RGY Duct System Summary Job: 2060 Shipyard Lane s o L U T 1 O \s Date: 8/29/2024 - -- AHU 1-1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 2060 Shipyard Lane, East Marion, NY 11939 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.36 in H2O 0.35 in H2O Available static pressure 0.34 in H2O 0.35 in H2O Supply/return available pressure 0.223/0.117 in H2O 0.230/0.120 in H2O Lowest friction rate 0.063 in/100ft 0.065 in/100ft Actual air flow 1200 cfm 1000 Cfm Total effective length(TEL) 539 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 FOYER h 2224 103 57 0.074 6.0 Ox 0 VIFx 35.0 265.0 st5 GREAT ROOM C 3867 84 202 0.075 8.0 Ox 0 VIFx 29.8 275.0 st5 GREAT ROOM-A C 3867 84 202 0.077 8.0 Ox 0 VIFx 43.5 255.0 sty KITCHEN/DINING h 2304 107 81 0.075 7.0 Ox 0 ShMt 51.8 245.0 sty KITCHEN/DINING-A h 2304 107 81 0.070 7.0 Ox 0 VIFx 45.8 275.0 st5A LAUNDRY/MUD h 3206 149 121 0.066 8.0 Ox 0 VIFx 66.8 270.0 st5A MASTER BATH h 3996 185 129 0.073 8.0 Ox 0 VIFx 39.3 265.0 st6 MASTER BEDROOM h 1893 88 83 0.080 6.0 Ox 0 VIFx 35.0 245.0 st6 MASTER BEDROOM-A h 1893 88 83 0.073 6.0 Ox 0 VIFx 31.8 275.0 st6 POWDER c 690 28 36 0.066 4.0 Ox 0 VIFx 64.3 285.0 st5A STUDY c 2186 109 114 0.065 7.0 Ox 0 VIFx 59.3 295.0 st5A WIC 2 h 1505 70 42 0.077 6.0 Ox 0 VIFx 36.5 255.0 st6 Supply Trunk Detail . • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 431 337 0.073 775 8.6 8 x 10 ShtMetl st2 st5A Peak AVF 392 352 0.063 706 13.6 8 x 10 ShtMetl st5 st5 Peak AVF 769 894 0.065 804 13.6 8 x 20 ShtMetl st2 st2 Peak AVF 1200 1231 0.065 852 16.0 8 x 26 ShtMetl 2024-Aug-30 11:34:25 m w,..,,p... < Right-Suite®Universal 2023 23.0.05 RSU20822 Page 1 ...060 Shipyard Lane12060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E DetailReturn Branch Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox0 1200 1231 184.8 0.065 693 16.0 8x 32 ShMt 2024-Aug-30 11:34:25 .,,^,� RightSuite®Universal 2023 23.0.05 RSU20822 Page 2 ...060 Shipyard Lane12060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E �i@ezE EN>:RGy Duct System Summary Job: 2060 Shipyard Lane S a L U-1,10 N s Date: 8/29/2024 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: 2060 Shipyard Lane, East Marion, NY 11939 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.38 in H2O 0.38 in H2O Supply/return available pressure 0.297/0.083 in H2O 0.297/0.083 in H2O Lowest friction rate 0.116 in/100ft 0.116 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 327 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 h 695 21 6 0.118 4.0 Ox 0 VIFx 21.0 230.0 st3A BATH 3 h, 569 18 5 0.134 4.0 Ox 0 VIFx 21.3 200.0 st4 BEDROOM 2 c 2477 103 128 0.116 7.0 Ox 0 VIFx 35.5 220.0 st3A BEDROOM 3 h 2919 90 40 0.137 6.0 Ox 0 VIFx 22.3 195.0 st4 BEDROOM 4 c 2531 124 131 0.123 7.0 Ox 0 VIFx 31.3 210.0 st4 BONUS ROOM h 6770 209 125 0.121 8.0 Ox 0 VIFx 30.5 215.0 st3A LOFT/HALL c 2053 52 106 0.135 7.0 Ox 0 VIFx 20.3 200.0 st3 LOFT/HALL-A c 2053 52 106 0.143 7.0 Ox 0 VIFx 18.3 190.0 st3 OTB c 2956 132 153 0.133 8.0 Ox 0 VIFx 13.5 210.0 st3 SupplyDetail Table I Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 569 625 0.116 750 10.6 10 x 12 ShtMetl st1 st3A Peak AVF 333 259 0.116 600 10.6 10 x 8 ShtMetl st3 st4 Peak AVF 231 175 0.123 555 7.3 10 x 6 ShtMetl st1 St1 Peak AVF 800 800 0.116 823 11.6 10 x 14 ShtMetl 2024-Aug-30 11:34:25 . RightSuite@ U niversal 2023 23.0.05 RSU20822. Page 3 ...060 Shipyard Lanet2060 Shipyard Lane ManJSD.rup Cato=MJ8 House Front faces: E 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 71.3 0.116 573 16.0 Ox 0 VIFx 2024-Aug-30 11:34:25 T R Right-Su its@Universal202323.0.05RSU20822 Page ...060 Shipyard Lane\2060 Shipyard Lane ManJSD.rup Calc=MJ8 House Front faces: E i Bu ldWng Enve'10 e• a'nd Duct T 1itEness�Re , g` port 2 big'+IECGasamended`by"t)te.,20Z0New York'$tate:Supplem'entsections R402 41:Z,andR403 3:4 F Address;of Test'2060!Slupyar4,Ln,."EastMar on +. 119 9 ; tN Y_ �J Test Date 8/27/2024 Building Kermit#` ;.Compliance.Pathway., Performance: + ' :Test Completed by :Christopher'S6ia i . ' RESteTRaterg 2025 i ,AN :ID#.. 4I50294 ' Home Energy'Solutions ..: Al NATE II7 N, 187 Easi MaihStreet. ICC'ID'# Huntington,NY 11743 �_ " BPI#. Building En elope tTihhtness Wlume;Calculahon Check if �f i " Floor< Area, olume Conditione asement � 1 Basement: 1690r �i:Conditionedtcrawl'Space.. 15345 �.` h` 1778; 1778U' ''sealed Attic 13696 2�d 1460+. i ra The conditioned.floor area of,dwdlfi is calculated+in f 3 accordance.with AN I+Z7,65;except that conditioned=floor Athc 161�05, ar�Jnduareas' here tPeaceilingheight,is'lessttiani5. : Toti Volume,, 62926. : i { I ":CFM;@50'Pa 1= Air changes/hr'@5 pa 2 75 ode Co . ` 289. ' Cmpliance' Pass • 74, Duct Ti htiiiess• 'Post Construction"Test D. c akage,. System`I:;WitlunCond%tion$pace ct'Du =Location F1oor:Area I Leakage CFM @ 25,pa'n/a '. CEM/100+ ftZ CFA n/a, Code;Compliance;'; Ezempt., System 2 ^WitWn Condition Space Duct1Location Attic Floor. <Leakage- CFM'@ 25pa n/a CF1V1/100.ftZ CFA'n/a p e: gempt CodeCom`lianc E • System 3 • :;Duet•Locationt _ . - " - . .. Fioox Area. . L`eaka a CFIv1 @ 25pa CF11ti1'06'ftZ CFA�� Code'Compliance. All bwidmg envelope tightness hasfbeenwertfied"andconducted+iit accordance with,RESNET/iCCz380 ASTM>E779 or ASTM E1827;as re01i.e&bV 2018,I CC as.amended by-the 2026,New York State Supplement; section:R402 4.1'.2 'The,building dutt.,and pienumi system has,beenyen ie,d as requt'red by the 2018:IECC as;amendediliy2020 New York State Supplement,Secti6n,R403 3'4: ' ;Date: 8/27/2024 • Chr►s � ilvia,Home-Energy Solutions - " ,r.j t ivv L ;...: JAN 9 2025 Rea's 0%0,V. Rea's Spray Foam Insulation LLC 08/26/24 3 Fairview Ave Letter Of Certificate Port Washington, New York 11050 (516) 698-6976 Job Address 2060 Shipyard Lane East Marion N.Y 11939 Customer : Boost Construction 917 714-6431 Copiague N.Y 11726 hereby certify that Rea's Spray Foam Insulation LLC, installed the following product, materials listed below: **Thermoseal 800 ** **Thermoseal 5 G ** *Description of Job* 1) Attic slopes 10" open cell R38 value 2) 1 st and 2nd floor exterior walls 3" closed cell R21 value 3) Basement exterior walls 2" closed cell R15 value 4) Garage ceiling 8" open cell R30 value * Window Foam and fire caulking *DC-315LOK Thermal Barrier* * These products applied in conjunction with one another in property Attic Measurements include Attic Slopes 10" open cell R38 Value Angel Rea President Rea's Spray Foam InsulationLLC. NYTempering LLC Sales Order 60-21 Flushing Avenue Inv.# NY2516262 date: 5/9/2024 Maspeth,DIY 11378 Cust.# p.718-326-8989 P.O.# sold by: f. 718-326-8986 Fed Tax# Lead: 5-7 days www.nvtemt)erins.com Delivery Type Net: „ : 4 a oirtc JANUSZ SLESZYNSKI - � / -/ -- 2060 Shipyard Lane, �i✓ V East Marion,NY 11939 917-434-3307 QTY Thickness - _ Descri tion Price 1 1/2 22 1/2 x 1/2 clear temp polish edges 109.20 3 1/2 60 3/8 9 1/2 clear temp polish edges 772.20 1 1/2 24 3/4 39 1/2 clear temp polish edges 117.00 1 3/8 53 107 1/2 clear temp polish edges of 4not 611.22 SUB —0 1 A 160,90.62 TAX: 8.875% i'.,.scount: Total: 1752.47 Discount: Visa-5997 @ 05!0-0.2024 Deposit: 1752.47 Balance: 1-_C Signature: Date:. Notice,:Please check and ensure all items are in best condition. Your order cannot be changed after signing the invoice. If you bring your own glass(es),your company name must be-legibly mark on the glass. We are not responsible for any damages on customer's glass(es). All material sold on this invoice is guaranteed to be as specified and is not safety glazed material unless so marked. It is sold with the understanding that this material w'll not be glazed in a"hazardous location"as deft:,ed by_the Consumer Product safe,ccmmsion. All merchandise returned for credit,refund or exchange must be in resaleable condition,authorized for return,accompanied by this receipt, may be subject to restocking fee. No returns will be authorized for special orders or cut flat glass N O 1 i �� v J �� V ., � \ ?� L a. _V V �- ■ r��X _ � ,. ._ O _ .�.•:- .. r ,i E Moll, �! For K—ROM r / 17 tiff NO WIA l.r ' � �.�1 r.��• • �. • • Ste. ,.' .►` I � ' e f ` %.' I . R w=0 TOWN OF SOUTHOLD—BUILDING DEPARTMENT - Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://Nvww.southoldtowm.gov Date Received APPLICATION FOR BUILDING E IT For Office Use Only D 1K5GV' PERMIT NO. � - Building Inspector: DD . I N 0 V 2 5 2022 Appll �tton and farm test be frlled oufi in theli nClretylncompfete , appllcation ,wlil nod tie accepted Where�the Apphcan#'iis not the ouvr%er,an = BIJ) .DING I)"P'd'. aOwrier's Abit riza�ion form(Page 2)shad be completed, �' TOE OF SOIJTHOg,D Date: (O 2,5 2 Z OWNER{Si", F PEtQPERTYw , ti, r _ Name: oS I CAQiN 1 &10 C, SCTM # 1000- 1� Project Address: 6o p�! D N z,. fit!Ne, _ ( s c�c o��,. ...'� 20 Phone#: - —( 1 ­� I — ( Mailing Address:� Q 6 v�►( �E?_ V A u,,�� 12J D L E CONTACT PERSON. Name: 1l't._(0 I\1 Mailing Address: -- \ Phone#: —2��(��, � Email: M �UE51GN PRO FESSI{�NALINF,QRMATIC?N Name: Ir--H JJ n1 U L.LG Mailing Address: Phone#: a> -- 12 Email: CONTRACTOR 1t11FORM�ITiON 4 " h Name: allAPIf -I"Q�v�} Mw Mailing Address: �6 SOUTH (��� � L /�1 DE_AJU/Z� pv rr75 7 Phone#: Email: [DES RIPTlON OPtOPOSED CONSTRUCTiON1N v �a r>-:- New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 00,o v Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? M�yes [--]No 1 �i "i' �� _ � ROPERTY! {?RMATIohI e ` „,NG„ � e Existing use of property: (�Sl 0��,����g�( Intended use of property: P D Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. D Net*BO dlyd re T�feowner%antractarjdasign profe"ssional 0isponsib�a;foral�drainaga ar�dstorm watariss es as provldec�by chapter 236 of the Tbwii codii APPLitATibN!S HEREBY MADE to fhe:Building;Department for#(te issu"aRce of a e ui,Iding Permit pursuant to the_Building Zona Ord nancg of;the Town,of SoutFotd,Sufol"ounty,New Mork and other applicable Laws,Ordinances or Regulations,for theconstructlon of buildings, e adtltions,alterat�"ons orforremoval or demoiition��as hereindescribed The"appiicant agrees to comply with all applicable latnrs,ordinartees,�buitding hou§ing�coc�e�and,regu[ tons and to admlauthvrixed inspectors on premises=and in buildmg(s)for necessary inspec#ionse False statements made herein are puii shab)e°as a C�e�sA<rriisdemeana0 pursuantto Section 2yQ 45 ofthe NewYark 5Laie Penal Laayv; f y z Application Submitted By(print name): ��� S N ❑Authorized Agent ❑Owner Signature of Applicant: ��u, Z 2 f �� Date: / 2 STATE OF NEW YORK) SS: COUNTY OF EQ F Ll 10 SLESZYNSP being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the OL-Ovo'v (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 ZC� day of 20 22 otary Public PROPERTY OWNER A THORI ATI® Monk me4emb (Where the applicant is not the owner) NOTARY PUBWC,STA'1$OF NEW,YORK RqkbWm Na OIMA6392M0 CoMMbdot E>rIIIa WAM23 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 D E C E U E - yOSUFF�L NOV 1 6 2023 LDING DEPARTMENT-Electrical Inspector ��p y TOWN OF SOUTHOLD y tlding Depart m-Wvn Hall Annex-54315 Main Road - PO Box 1179 +�- own of Southold Southold, New York 11971-0959 Telephone (631) 765-1802 FAX (631)765-9502 iameshO-southoldtownny.gov —seand@toutholdtownny.gov APPLICATION FOR ELECTRICAL.INSPECTION Date: rECTRICIAN INFORMATION (Ail Information Required) CZ ompanyName: l✓�i ! C �dl�`I �f� c�ectrician's Name: Elec. email: 619 License No.: Elec. Phone No l 3 17 �S6 I request an email copy of Certificate of Compliance Elec. Address.: ' Ct-!�_LS �^0 1204�. 611 67tv5��� JOB SITE INFORMATION (Al Information Required) Wame: aelihig Address: 2060 -S .j a (jM Cross Street: Phone No.: Cy Bldg.Permit#: 8, ' c� email: '-� Lot: Tax Map District: , 1000 Block: _ Section:- 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square°Footage: 7,2 Circle All That Apply: Is job-ready for inspection?: OES NO Rough, in Final Do you need a Temp Certificate?: NO Issued On Temp Information (All information required) Service Size 1 P 3 Ph Size: ? A #Meters Old Meter# New Service . Fire Reconnect Flood Reconnect Service Reconnect Underground Overhead #Underground Laterals 1 2 H Frame Pole 'Work done on,Service? Y N Additional Information PAYMENT DUE WITH APPLICATION llI I(�I7�3 �o�os�FFOLIr �- 0 Gym ' BUILDING DEPARTMENT-Electrical Inspector, TOWN OF SOUTHOLD Zo • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802 nn Temporary Certificate # Date ril /ldt 2024 Customer NamegWG) tin& Electrician Name W p It Address Phone 3 C14 e-mail e-mail W toe ttC*Y C co✓ . . cep Phone License# n4C-3 ITZ %3. Size 00 A Phase 1 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# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date abov Authorized by ��g1lfFol NOV 6 2023' "" ' WING'DEPARTMENT-,Electrical Inspector TOWN OF SOUTHOLD• - co llding pepartm ri Hall.Annex.= 54375 Main Road PO Box 1179 own of Southold Southold, NeWrYo�k 1'1971-.0959 Telephone (631) 765-1802 (6 5 02 townny. �vdsouhotonn "."oviameshBsouthold g w ' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date.: t 67 C Company Name: [ .CC 2/.G CU/ti �ldf2 `c d Electrician's Name: CZ, Elec. email: License No.: Yh '- ,SSZ - Elec. Phone No: I request an email copy of Certificate of`Compliance Elec. Address.: 1 Cf-!<<C =� oR ��l: t�l/5���� A'�t C�'7 Z � JOB SITE INFORMATION (All Information Required) Name: (1 Ila Address: Z0 6 0 S j Cross Street: Phone No.: — / Bldg.Permit#: �/ g' 'Dj S� email: Tax Map District: 1000 Section: `3 Block: Lot: q BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 'Circle All That Apply: /ri 6.6.. e. Ci Is job ready for inspection?: ES NO Rough In Final Do you need a Temp Certificat e?: S NO Issued On 2q Temp Information: (All information r quired) Service Size 1 P 3 Ph Size: #Meters Old Meter# New Service Fire Re nnect Flood Reconnect Service Reconnec Underground Overhead . #Underground Laterals 1 2 H Frame . Pole Work done on Service? Y ' N Additional Information: 5 PAYMENT DUE WITH_ APPLICATION - li , i� IZ3 PERMIT P Address- Switches Outlets �'•"— ���� GFI's Surface Sconces .l �� Ll H H's � a � F ' ` UCLts Fans Fridge HW Exhaust Oven ! W/D i)mokes DW l Mini I �arbon Micro , Generator -ombo W Cooktop Transfer aC A Hood l Service Amps Have Usec -pedal: :ommer)ts . vtSer or :2 J-5 m ,Z h, f,Gtl4 OJ�VI 0/�' ow k- 95-rt ttc�- sub &10 .9 1 s ace, :�" Town Hall Annex, ,°' Telephone(631)765-1802 54375 Main Road` Fax(631)765-9502 P.O. Box 1179 Southold;NY 11971-0959 BU'ILDING,D.EPARTMENT, ,NO-IrICE-.:OF UTILIZATION`OF.TRUSS_TYPI t'��IST.RUOTIOI�4:' IRS ENGINEERED; WOOD-- -NSTRUCTIORI: AID/SIR"TIMSER CONSTIR:UCTION% Date° 1i. _.. SST N U 1. ,. __. o I Location bf Property,,,_ . f P. .. l _ L la- ;O/(,1 Please. notee 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 iivill utilize (check'applicableline): Truss,type construetion.(TT) Pre-engineered wood construction (PW) k. Timber 9 construction,(TC) in the.. ollowmg,location(s),(check,applicable line)' Floor framing, including-girders and beams ('F) Roof-framing.(R) Floor:and roof:framing (FIR) Signature _..�_. _ _ ��-�._.r __cS�t �3'�C�► Name (person submittin this form - ". LIr�. l -.S'�_ '&IS' g ).: r cS _..:. Capacity,(check applicabib line,): lOwner, Owner representative. TrussReglS.docx Effective 1/112015 Shawn M. Barron M.S. _ 124 Pleasure Drive,Riverhead,NY 11901 ^� t:- V Ls—z"631.786.6672 �� � I shaven@barronenvironmental.com June 27,2023 � ? JUN 2 8 2023 { 11IJ.MDINC DEPT. T', Ms. Ewelina Sleszynski Ewelinasleszynski.gd@gmail.com Re: Site inspection for Wetlands Situate: 2060 Shipyard Lane,East Marion,NY SCTM#: 1000-38-7-9.3 Dear Ms. Sleszynski, On June 26, 2023, I personally inspected the above referenced property in order determine if there were any wetlands on or adjacent to the subject property. After a thorough inspection,I can report that there are no wetlands on or within at least 300-feet of the subject property. The closest wetlands are located approximate 780-feet to the south of the subject property. Therefore the subject property does not fall under any wetland jurisdictions at the state or local level. Thank you for your attention in this matter. Sincerely, Shawn M.Barron,M.S. ` Shawn M. Barron M.S. 124 Pleasure Drive,Riverhead,NY 11901 631.786.6672 shawn@barronenvironmental.com June 27,2023 Ms. Ewelina Sleszynski Ewelinasleszynski.gd@gmail.com Re: Site inspection for Wetlands Situate: 2060 Shipyard Lane,East Marion,NY SCTM#: 1000-38-7-9.3 Dear Ms. Sleszynski, For environmental services rendered June 26, 2023 (site inspection for wetlands)please remit payment to Shawn M. Barron in the amount of$600.00. Should you have any questions,please do not hesitate to contact me. Thank you for your attention in this matter. Sincerely, Shawn M.Barron,M.S. Dwyer, Y Trace _ From: shawn barronenvironmental.com <shawn@barronenvironmental.com> Sent: Friday,June 30, 2023 12:21 PM To: Dwyer,Tracey Subject: RE:2060 shipyard In certified no wetlands Understood. Phragmites can grow in wetlands or in uplands.As such it is not usually used as a wetland indicator on its own, but rather only when it is underlain by hydric soils. In this instance, there are no hydric soils, so it's not indicative of wetlands, in this instance. Hopefully that clears things up! Thank you, Shawn Sent from my Verizon,Samsung Galaxy smartphone --------Original message-------- From: "Dwyer,Tracey"<tracey.dwyer@town.southold.ny.us> Date: 6/30/23 11:46 AM (GMT-05:00) To: "shawn barronenvironmental.com"<shawn@barronenvironmental.com> Subject: RE: 2060 shipyard In certified no wetlands Good Morning, This property was a bit out of the ordinary. The permit was issued showing no proximity to wetlands or DEC evident. However, up.on a complaint, an inspector went to•the property and found phragmites vegetation in the area which is indicative of wetlands. They requested verification that no wetlands are present at the specified location. You are correct that under normal conditions wetlands and/or dec permits or non jurisdiction letters would have been obtained before issuance of the permit. Tracey Dwyer From:shawn barronenvironmental.com<shawn@barronenvironmental.com> Sent:Wednesday,June 28, 2023 8:13 PM To: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Subject: RE: 2060 shipyard In certified no wetlands i Hi Tracy, No problem.There is not any licensing for such that I am aware of. But I've been in this business since 1998. 1 suppose I did get a certification from Rutgers for ocating back when I worked for the Town of Southampton, but again,there is really no licensing that I am aware of. If I may ask,what is this for exactly?Some agencies require a 'letter of non jurisdiction'or similar before they issue a permit, but those agencies will issue those letters. Shawn 1 Sent from my Verizon,Samsung Galaxy smartphone r --------Original message-------- From: "Dwyer,Tracey" <tracev.dwver@town.southold.nv.us> Date: 6/28/23 3:40 PM (GMT-05:00) To: "shawn barronenvironmental.com"<shawn@barronenvironmental.com> Subject: FW:2060 shipyard In certified no wetlands Shawn, I have attached the certification that you had prepared for 2060 Shipyard Lane. I am not familiar with your title.Can you send me a license that would able you to preform such inspections. I do not mean to be insulting in any way,we would usually receive this information on a certified survey of the property. Thank you, Tracey Dwyer From: Monika Majewski<mon benit@msn.com> Sent:Tuesday,June 27, 2023 3:31 PM To: Dwyer,Tracey<tracev.dwver@town.southold.nv.us> Subject: 2060 shipyard In certified no wetlands Tracy,this is from a wetland surveyor, he found no wetlands.Are we ok to proceed ? Monika Sent from my Whone ATTENTION:This email-came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 6/28/23,3:16 PM Shawn Barron-Sole Proprietor-Shawn M.Barron I Linkedln Skip to main content Skip to main content LinkedIn • Articles • People • Learning • Jobs Join now Sign in Shawn Barron Shawn Barron Environmental Consulting Servcies & Soil Science Bridgehampton, New York, United States 88 followers 86 connections Join to view profile Shawn M. Barron Shawn M. Barron University of California, Riverside University of California, Riverside 0 • Report this profile About Specialties: Environmental consulting, land planning services, wetland delineation and permit processing, soil test hole borings (for SCDHS applications),wetland and native planting plans,wetland and buffer restoration, native re-vegetation, invasive species removal, erosion control fencing, environmental and zoning property analysis, erosion and sedimentation control plans (ES&C), stormwater pollution prevention plans (S)APPP), dock and bulkhead permits. Experience • Shawn M. Barron Graphic Sole Proprietor Shawn M. Barron May 2010 -Present13 years 2 months Environmental consulting, land planning services, wetland delineation and permit processing, soil test hole borings (for SCDHS applications),wetland and native planting plans, wetland and buffer restoration, native re-vegetation, invasive species removal, erosion control fencing, environmental and zoning property analysis, erosion and sedimentation control plans (ES&Q, stormwater pollution prevention plans (SWPPP), dock and bulkhead permits. https://www.linkedin.com/in/shawn-barron-9a82761 b?original_referer=https%3A%2F%2Fwww.google.com%2F 1/7 6/28/23,3:16 PM Shawn Barron-Sole Proprietor-Shawn M.Barron I Linkedln • � own of Southampton Graphic Senior Environmental Analyst Town of Southampton Sep 1998 - Sep 20046 years 1 month Administer Town's Wetlands Law;Netland delineation; Review of Wetlans Permit Applicaiton; Make recommendations to approving authority regarding pendign applications. Education • ,University of California;Riverside Graphic University of California, Riverside M.S.Soil Science 1996 - 1998 Graduated with Highest Honors • University of Rhode Island Graphic University of Rhode Island B.S.Environmental Management 1993 - 1995 Graduated with Highest Distinction. View Shawn's full profile • See who you know in common • Get introduced • Contact Shawn directly Join to view full profile People also viewed • Lisa Ewert Poyer Principal Planner at Twin Forks Permits Aquebogue,NY • Sean Baron J https://www.linkedin.com/in/shawn-barron-9a82761 b?original_referer=https%3A%2F%2Fwww.google.com%2F 2/7 Dwyer, Tracey From: Dwyer,Tracey Sent: Friday,June 30,2023 10:16 AM To: 'Monika Majewski' Subject: RE:2060 shipyard In certified no wetlands Monika, / We have accepted the certification from Shawn Barron. I just spoke to Evelina and I reminded her,and you as well,that when the foundation location is submitted by the design professional, it will also need to show/state on the survey that there are no wetlands present. You may move forward with the project. Enjoy the holiday weekend. Thank you, Tracey Dwyer From: Monika Majewski<mon_benit@msn.com> Sent:Tuesday,June 27, 2023 3:31 PM To: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Subject:2060 shipyard In certified no wetlands Tracy,this is from a wetland surveyor, he found no wetlands.Are we ok to proceed ? Monika Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. l'tit` Town of Southold 9/21/2023 Ilk' . l 53095 Main Rd o x Southold,New York 11971 o 631-765-1802 COMPLAINT To: Parkside Heights Co Complaint#: 2023-1247 c/o Kontokosta SCTM#: 38.-7-9.4 Greenport,NY 11944 Follow-up Inspection Date: 1/1/1900 Location: 2060 Shipyard Ln PLEASE TAKE NOTICE,a complaint has been registered against the location described above,in that the above named individual(s)did commit or permit to occur the following offense: Stop Work issued by John becuase of open burning on the properly.DEC issued a ticket.No entry into lot.. This condition constitutes a violation of: When on 1/1/1900,I did observe the following: This property will be re-inspected for compliance on: 1/1/1900 John Jarski Verity, Mike From: Ikessey <Ikessey@aol.com> Sent: Friday,June 23, 2023 12:34 AM To: Verity, Mike Subject: Shipyard Lane -clearing of property- Safety complaint Good morning, The clearing of a property parcel began about a week and a half ago on the westside of Shipyard Lane near Cleaves Point Condo in East Marion.It is unsafe and is being left unsupervised.An entire wooded area was cleared and now there is huge foundation pit. A random trailer which has no reflectors or markings has been parked on the side of the road for over two weeks,We believe it is a hazard for nighttime drivers and cyclists. It is possibly for the work crew clearing the property. Either temporary housing or for tools. There is NO fence or caution tape for safety.NO permits, empty red gas tanks have been visible and left on the property overnight. A safety concern to all of us. As of Thursday evening there was a large excavated hole left unattended,probably for a foundation.Again no safety signs or do not enter. There are numerous children playing and living in the area..A herd of deer live there,people riding all wheel terrain bikes. This dangerous situation should be inspected as soon as possible. Thank you. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i i Dwyer, Tracey From: Monika Majewski <mon_benit@msn.com> Sent: Friday,June 23,2023 12:20 PM To: Dwyer,Tracey Subject: Here is the surveyor sketch,WitN,50 feetJront yard Attachments: Staking sketch.PDF Sent from my Phone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 * � SHIPYARD LANE S 35.41 '30" E 150.00' ` n p CD ns, a• M � N 1 5 -t, JUN 2 3 2023 t 3 LLB w O w O O CD w r to • r ,•,^ L ' VI Z N 35.41'30" W 150.00' FILE:2021-122 FEB 2 Sc9C SHIPYARD LANE a4O. BRUn .®INGOEM. EDGE OF ASPHALT -TowiIOFsoo-WOL1� S35041 '3.0"E GRASS 150.00' 623 . 1 6 ' 0 0 0 4^ fa.12.0 PORCH a z.a^3.8 io 30.0'F 6.3 23.8 46.2� M No. 2060 2 STY N FRAME >� O I PROPOSED I O 73.8' PORCH FRAME M 23.1 M N I I N o F-- 0 qLU w 1' LIJ tY Q a- 0 20.0' HEAVILY OVERGROWN AREA 15.0' O O I I o z � � I M I o z cn 0 LO 1.3'W 0.3'W BLUESTONE FRAME CURB SHED GRAVEL GRASS N35°41 '30"W 150.00' PARCEL FD" PARKS&RECREATIONAREA NOTES' SUA&HT ESTATES SECTION I 1. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR SUff0LKC0UN7YFMENO A SPECIFIC PURPOSE AND USE. THEREFORE THEY O ARE NOT INTENDED TO MONUMENT PROPERTY LINES �F r 7 h O O YQ OR TO GUIDE THE.ERECTION OF FENCES, ADDITIONAL 5 (�� C STRUCTURES OR ANY OTHER IMPROVEMENTS. Surveyed ReviS €�ember 4, 2. THIS SURVEY IS FOR BUILDING DEPARTMENT USE ONLY, NOT FOR ANY OTHER PURPOSE. Surveyed:Au 02?h '�J ,2 N 3. EASEMENTS NOT SHOWN ARE NOT GUARANTEED. CITY BORO G LAIr' r PLLC Certification indicated hereon signify that this survey was 115'F'fr•'` ���1( prepared in accordance with the existing Code of GRZEGORZ KOL D SKI- Practice for Land Surveys adopted'by the New York NEW YORK LIC ��51059- State Association of Professional Land Surveyors. Said certifications shall run only to the person for whom the 59-4357d1ROAD survey is prepared, and on his behalf to-the title cam n, governmental agency and lending institution 11378o `;; :�'Y��---_••-'"�`� listed hereon, and to the ossignees of the lending institution. Tel:718-687-2217 = Certifications are not transferable to additional institutions EMAIL:GEOTEENY@YAHOO.COM or subsequent owner. Unauthorized alteration or addition to a survey mop bearing a licensed land surveyors seal is a violation of section 7209, sub-division 2, of the New York State Education Low. Only copies from the original of this survey marked with an original of the fond surveyors embossed seal sholl be considered to be valid true copies. DISTRICT 1000 SECTION 038.00 BLOCK 07.00 TAX LOT(S) 009.004 EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY STATE OF NEW YORK 243 FILE:2021-122 SC11�E , SHIP17ARD LANE �4p• EDGE OF ASPHALT S35041 '30"E GRASS 1,50.00' 623 . 16 0 0 Ln �ia.s b PORCH N � 04 3.fi 30.0' 6.3 f 2. O 23.8' 46.Z' M. No. 2060 2 Sri M N FRAME N PROPOSED 73.8' PORCH FR9Srr f m I O W N I I , N o Ic� w q w 0 w 20.0' I HEAVILY I15.0' OVERGROWN AREA nL o I I o Li- P I a)Vi I ^COD z 0 o Z I I V) 0 0 L, 1.3'W 0.3'W BLUESTONE FRAME CURB Ll SHED GRAVEL GRASS N35041 '30"W 150.00' PARCEL fD" PARKS&RECREATIONAREA NOTES: SUMMIT ESTATES SECTION 1 1. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR SUFFOLKCOUNMUENO.9426 A SPECIFIC PURPOSE AND USE. THEREFORE THEY ARE NOT INTENDED TO MONUMENT PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENTS. Survey (� G6� '�� 07�, ber 4,2022 2. THIS SURVEY IS FOR BUILDING DEPARTMENT USE ONLY, NOT FOR ANY OTHER PURPOSE. S11rVG eft' lll L 3. EASEMENTS NOT SHOWN ARE NOT GUARANTEED. CI OUGL r VEYING PLLC Certificoti n indicated hereon signify that this survey was i G RZ KO,OLISKI m prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York 1E 1 ISICS�I 10 q State Association of Professional Land Surveyors. Said 1 certifications shall run only to the person for whom the 59-4 �/j� ROA�y:.,TOJ N survey is prepared, and on his behalf to the title i :^ company, governmental agency and lending institution MMAB 11378 listed hereon• and to the assignees of the lending institution. Tel:71$` 87=2 3�7c�-1 Certifications are not transferable to additional institutions or subsequent owner. Unauthorized alteration or addition EMAII.:G - O.COM to a survey mop bearing o licensed land surveyors seal ��='—•. �? is a violation of section 7209. sub—division 2, of the New York State Education Law. Only copies from the original of this survey marked with an original of the land surveyors embossed seal shall be considered to be valid true copies. DISTRICT 1000 SECTION 038.00 BLOCK 07.00 TAX LOT(S) 009.004 EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY STATE OF NEW YORK 243 Town of Southold Tax Map Inquiry I.'7 n nanle hanodt ban.Imlil mbivicion2.3. I y9 l of Lofe h and 4, 2.No lot lines'hall b'rhanGl unl.,4ufhori'n.by the Town Planning board I SLSa ).4—to Iola I,2,),and 4'10 be from Sh,ayad Lam m+hewn on the approved 40 N map, t• 4 All nlormwma nlrmT-1169rmm the d—Npmonl or any ar all of the lou on tha , u1mi,,'ion map shall be rcI,intd on..to and%hall ba lho rcepon,ibilay or,mh , J o rt o S PriortalhatnmmMeamarll elony CnnalNebm acliwlynn Lola 1,2,),and d,0 NYSDEC SI'm Genaol P—h must he aca Lad and auhmmM. d plottolla commencement erany—t-iw....wily on Lob 1,2,3,and A,no ' ,ore than 5o%nrnny lot,cWhng 22.002 a.r pa 44.004 a.L lot.0,11 ba cleaad or stab'-vegcbtinn. 7 The—.(I—Dew ronccb and lnilclR as per Snfroik Coum;•Watcr Authority if regnead in cnah orlhc..Pletad rc'id—os TOwO of SDYthefd. • lBfifl114-�A6���- �zs3� 0 o �p �APPi�VV•'J BY NO WELLS N77MN 150'OF SOJECT PROPERTY ;S PLANNING BOARD �y 1.EL O'' .)J•rW0 DK£Y MAP . TO E 1"=600' d� nmerr uc S ESt;�69 p�•5y p E %f -.,y FINAL PLAT a3 ~' — OR THE STANDARD"DIWSION OF r�EA'C.MNG ER 'pi'A�'� a � •� `\\ 0� , .rA� .• MAY -7 2007 '; CLEAVES POINT MANOR VKF, +Y0°°� ` ,� A,o I AT EAST MARION ANK �5 ,' �0� °• \ � ! TOWN OF SOUTHOLD POOL <' Boa �' �''�-'�-'eM••' SUFFOLK COUNTY, N,Y•1000-,38-07-09 SCALE`1'--100' WATER RO NAN �`� `\ .a'tl'� ` MAY 21,2005 TYPICAL PLOT PLAN 72, $' ` ``•;�\ Feb,!4,2007 frevfsloesl OA SO. ' I D TEST HOLE DARK BROWN sAo•� \� ' �/ \\ rd o�0 9 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Sit.Ty LOAM ,k `& \ .•VI ' HAUPPAUGE N.Y r eRM�NSILr1 vptso:�./ �� o. DATE MA17191008 �r�.r•a�a PALE BROWN g 7 \` AA' �/� /, \ FWE iO , COARSE SAND 1' \ / \ 'A OR SW 'r \ ,' Jy, \ y TNlS!S TO,yC£RTIFY p�wv Pgp�pOS£ Rp�L�„e,�gON/SIGN' ,'Y• N '0 4i \ i.•11 , ' \ a+d fl P,.�•Mn1aFOR LL 'V M / fN THE 9, IVITN A TOTAL OF_LOTS WAS APPROVED '0 DFUAT ��yonpy AO� '' A A �• /\ ON THE ABOVE GATE. WATER SUPPLIES AM7 SEWAGE DISPOSAL /' apt 5°' ? \ FACKITIES MUST CONFORM TO CONSTRUCTION STANDARDS Pl EFFECT AT THE TIME OF CONSTRUCTON AND ARf SUAJECr rD SEPARATE. IV' .o r\ AA�° /' hp PERMITS PURSUANT TO THOSE STANDARDS, THIS APPROVAL SMALL RE 9 T \ / /' 9'�' VALID OMY IF rHf REALTY SUBOIVlS/ON/DEVELOPMENT MAP IS IT Apr 2��ALO GEOscmc>< ' �' CONSENf�b HERfe IVEN FORT F2 Of n SN PORN HICHATE, q� �•�l�rayl/'/p �i t\F%G� •4LCORDANCEHWlTH PROVISIONSFOF THE PUBLICT HEALTH 5'0� I LAW AND THE SUFFOLK COUNT'SANITARY CODE. V1R'0 MUM rya. /7/�!A/� I HEREBY CERTIFY THAT THE WATER SUPPLYISI AND/OR SEWAGE DISPOSAL y'Eja d tL10 'P� ,+ DIRECTOR&DIVISION OF 1 SYSTEMISI ON FOR THIS PROJECT WERE THOROUGH STUDY ME OR UNDER MY DIRECTION r"y '• ENVIRONMENTAL DUALITY BASED ON UPON A CAR F_FU THOROUGH SrUOY OF THE SOIL SITE AND GROUND WATER CONOIT! S AS PROPOSED CONFORM f0 THE SUFFOLK COUNTY D SF.R}y�1FESI CONSTRUCTION STANDARDS IN EFF S/�4j('I'7 THIS IS TO CERTIFY THAT THE SUBDIVISION PLAT , __ _ __ HAS BEEN APPROVED BY THE PLANNING BOARD OF "" 'w Q42 149 THE TOWN OF SOUTHOLD BY RESOLUTION OF � APPROVAL DATED_.__- , a3 a O G`J."'. o6266a >;Yr BY Zf7.ElR,lIAA7fCAlJN!NG BOARDI� i "m OWNER nr�. APPLICANT, !FIEREBY CERTIFY THAT TJlS SUBDMSTOW PLAT IIAS MADE l7tOM p PARKSIDE HEIGHTS CO. KACE DEVELOPMENT LLC ACTUAL SURVEYS COMPLETED 51=91 THAT ALL MONUMENTS �d 43 W 54 STREET P.O.BOX 67 SHOWN THUSI I ACTUALLY EXIST AND THEW POSITIONS ARE CORRECTLY ,1 o 4 N£W YORK, NEW'YORK 10019 GREENPORr,N.Y.11944 SHOWN AND ALL DIMEA'SIONAL AND GEODETIC DETAILS ARE CO!WECL a ZONE; R40 J!dY T KY.S.L.S.(IG 110.996/B SCHOOL DISTRICT• 2 11 I FIRE DISTRICT:• EAST MARION •` AREA-176,016 SO. FT. SOIL TYPE., HDA N,Y,S. UG NO. 49518 CONTOUR DINES FROM TOPOGRAPHIC MAPS IaVE ANY ALTERAII OR A=IlDV TO RIW SURVEY IS A NOLARDY PECONIC SURVEYORS,P.G EASTERN TOWNS. or r�SP2OBOFSEC'HERON NEW-YSV S"Al�avEa Aie RnCAfIOVS (63I)765-5020 FAX(631)765-1797 HEREON ARE VALID MR?MS MAP AND COPIES 1HEREOF ONLY IF P.O, BOX 909• ♦=STAKE SAID MAP 00 COPIES BEAR WE IMPRESSED SEAL Or R/E SURVEYOR 1230 mAtim STREET OG_•/¢1 WHOSE STCNATURE APPEARS HEREON. SOUTHOLD, N.Y, rI97I iiJJ l -fro n+ DRIVE e ' VACANT WATER SURVEY OF PROPERTY _ m PUBLIC WATER MA SITUATE N 55'16'00" E 293.40' _ _ _ EAST MARION ELEV — — ELEV TOWN OF SOUTHOLD i 17.0 18.1 1 SUFFOLK COUNTY, NEW YORK LOT AREA: GAS °j 44,004 SF SERVICE WATER I _� co DRAIN SOIL RVICE I� o I = BORING I� DD PROPOSED o �; I 1 & 2 STORY a � o NOV 2 5 2022 zw ~ 1 1 FAMILY DWELLING 5 BEDROOMS 1 st FL 1,770 SF 2nd FL 2,150 SF DWELLING T r � VACANT I _ F.F. 19.2 o THROUGH HYDRO ACTION b PU } I PUBLIC WATER HOMEOWNERS TOTAL AREA: 3,920 SF C.0 AN600 ASSOCIATION I WITH BASEMENT c' HOUSE 0 TREATMENT UNIT GARAGE I/ � � 1 600 SF ELEfRACAL DRAING.F. 18.3 PONE (5) 8'4 x 4' MIN. EFF. DEPTH LEACHING I POOLS 0 MIN. o �- 50%�- o i a, o. EXP. o DRIVEWAY 0•H COMMERCIAL ELEC. a �..� ELEV ELEV PUBLIC WATER p7.2 l 17.6 — — — — — — — — — — — — — —ELEC. S 55*16'00" W VACANT 293.40' ef"J ENGINESReS Ca"R-i s .,-lom RE 3ui m. ROY K. REISSIG, P.E. SUBMIT P.E. OR 6®.:a- C"-F T'F!CA!:ON J U LY 23, 2022 Fo%INsTAL.ATimi o�aL;`'':muc a l-am ELEV. 17.8 1.0' TOP SOIL (PT) W.' ---j77 3; 3.0' DARK BROWN SILTY FOR FI��.Ar'PR0vile-1 Ua Fa+° o tM€� 9 B Y® s SAND (SM) SCTM#- 1000-38-7-9.004 3.0' BROWN SILTY SAND SUFFOLK COUNT YDEPARTimENTOF HEALTH SERVICES 2060 SHIPYARD LANE, EAST MARION AND GRAVEL (SM) PERMIT FOR APPROVAL AL OF COMSTRUC T ION FoR A 16.0' SINGLE6 r�. a��?`��'=j1��[dCG ONLY5.0' BROWN SAND AND NOV O 5 2022 P��OF NE�y�0 D /� NIE T R. . F /� T /+\ S C O 9 p .E . , � e � e GRAVEL (SP) S �il?I1 3� riLri►J 1 ®471 H.S. REF, NO. CONSULTING ENGINEER ' GROUNDWATER ELEV. 5.8 a o 4.0' WET BROWN SAND AppRoyED Cu-tAk-Q— SOME GRAVEL (SP) FVR MAXIMUPA O �SEDR�?t1MS I 94 STEUBEN BLVD., SET, NY 1 1767 J �'' _� (51 s) 317-727-7209 NOTE: TEST HOLE DATA EXPIRES THREE YEARS FROM DATE OF APPROVAL FD ��. 05699�' N.T.S. ONO POTABLE WELLS DATE SCALE DRAWING NO. ' pR�FESSIONP�'� " ' WITHIN 150 08-01-22 1 =30 OF SANITARY SYSTEM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FINISHED GRADE 14 Y4 1 068.87 77 079 -r 0 CONCRETE COVER C-.� 062.87— C-4 0 MIN 4" DIA SDR 35 PVC j 4 r PIPE OR EQUIVALENT cli 4N 1--- 2.0' MAX. PITCHED 1/8"-1' MIN. D�q 5�99 m 063.5 024.8�Z 024 02 zz 2. MAX. 7 024.8 082' C-1 rn 069.5 072 VPRECAST SANITARY 076 (D m 199 NEEEO aEEE9 E2 IGO 09 RINGS (T(P) U) U) C14 4 PHI DEMI PLC CONTROL PANEL m PROVIDE SECONDARY W/ HP120 COMPRESSOR E SAFETY COVER PROVIDE SECONDARY U) 3' MIN. COLLAR MATERIAL TO • c SAFETY COVER ®NEEE50 NEEEI® --ml I AR CONSIST OF CLEAN ®® SAND AND GRAVEL =EE4 .4 7 3' MIN. ABOVE HIGHEST EXPECTED GROUNDWATER BACKFILL MATERIAL TO BE 8� CLEAN SAND & GRAVEL 6' MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIL D N.T.S. 60 72 BILL OF MATERIALS HYDROACTION TREATMENT UNIT ITEM PIN DESCRIPTION QTyl. HA-AN600 TANK,AN600 245 NITROGEN REDUCTION A 180055 TANK,AN600 245 PRETREATMENT MAIN DWELLING ELEC PANEL B 1 DPI ---- --------DOSING 0 DOSING PUMP 13 130002 SN6 STANDARD 2 TANK CONNECTING KIT C 100111 ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN600 2 AN600-P AN600 Wl PLATFORM COMPLETE QUICK ------ -------0 RECIRCULATION PUMP E ECSO-30-LI20-PLC EC50-304,120-PLC F1 DISCONNECT ------- MIXER PUMP SWITCH MIDWEST P065P CB 4 C AIR -- ---- -------- AIR HOSE CB 5 PUMP TO DIFFUSER TYPICAL HYDRO ACTION AN600 DETAIL TO C NTRO Ls RECIRC TIMER ENABLED N.T.S. CB A -- -----j L---- -------L1 PANEL ------- --------Q HIGHWATER ALARM -Q�F------------ 0CIRCUIT BREAKER SPECIFICATIONSDANIEL R. FALASCO , P . E . , P . C . CB A - 30 AMP ------- FIELD WIRING CONSULTING ENGINEER CB 1 - 20 AMP GROUND CB 2 - 20 AMP MANUFACTURER WIRING 94 STEUBEN BLVD., NESCONSEr, NY 11767 CB 3 - 20 AMP CB 4 - 10 AMP ------------- PNEUMATIC HOSE (FIELD INSTALL) (516) 317-7209 CB 5 - 10 AMP /ko. 0 699� WIRING SKETCH ESsJOM�- DATE 08-01-22 SCALEN.T.S. DRAWING NO. 2 FOUNDATION LOCATION GUS DRIVE LOT 4 FINAL PLA T FOR THE STANDARD SUBDIVISION OF CLEAVES POINT MANOR FILE No. 11624 FILED MAY 22 2008 SITUATE N EAST MARION w TOWN OF SOUTHOLD LOT® •SUFFOLK COUNTY, NEW YORK N 55'16'00" E 293.40' S.C. TAX NO. 1000-38-07-9.4 sin SCALE 1 "=30' zs AUGUST 17, 2023 Ib z I N AREA = 44,004 sq. ft. (A cWn� 1.010 a c. Ln ,zr L4 w _ 02.0 ` 3.rvi _ LOT® 25.Y z_, 3,.o' 6.3 O e I� � m d �• � � a I - �Ci . 8.a' ———'so.e_---= ,ar 3' i DC i N�jC O b 5.3' Eq N Q boo z i Z+1 CO3 oIg PREPARED IN ACCORDANCE WITH THE MINIMUM ig STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Sc BY THE LIA.LS. AND gg��yy��pp A�NND ADOPTED g I T�TTLRESASSOCIATI BY`W�EOYMIAN ATE LAND `DM OF NEW o t ; * .•Q` '� SNFo o �• KE 'V I w %�25�•.050467 �0�: S 55'16'00" W 293.40' ������ND�� //F N.Y.S. Lic. No. 50467 PARKSLDE HEIGHTS CO. , Nathan -Taft Corwin III TO THIS SURVEY ALTERATION TI ADDITION Land Surveyor TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Successor To: Stanley J. Isaksen, Jr. L.S. THE LAND SURVEYOR'S INKED SEAL OR Joseph A. Ingegno L.S. EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Title Surveys — Subdivisions — Site Plans — Construction Layout UN ONLY CERTIFICATIONS INDICATED HEREON SHALL TO THE PERSON FOR WHOM TH SURVEY PHONE (631)727-2090 Fax (631)727-1727 IS PREPARED, AND ON HIS BEHALF TO THE THE EXISTENCE OF RIGHTS OF WAY TITLE COMPANY, GOVERNMENTAL AGENCY AND OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF LENDING INSTITUTION LISTED HEREON, AND 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Jamesport, New York 11947 Jamesport, New York 11947 I GUS DRIVE SURVEY OF LOT 4 FINAL PLAT FOR THE STANDARD SUBDIVISION OF CLEAVES POINT MANOR FILE Nq 11624 FILED MAY 22 2009 SITUATE EAST MARION TOWN OF SOUTHOLD " SUFFOLK COUNTY, NEW YORK a S.C. TAX No. 1000-38-07-9.4 SCALE 1"=20' AUGUST 17. 2023 NOVEMBER 11.2024 FINAL SURVEY LOTQ9 AREA=44.004 w 11. 1.010 a q N 55'16'00" E 293.40' I� �a p SEPTIC SYSTEM TIE MEASUREMENTS gBgy ILY r n HOUSE PORCH CORNER QA CORNER�B e9 '� °'• ———Zvi'———— ~ HYDROACTION AN600 TREATMENT TANK 29.5' 39, .ti C 4 I OUTLET COVER R LOTQ ''':S,ti...•; u 8pp DISTRIBUTION LEACHING 25' 56' -�` POOL COVER o �.� xmocny� � 1C-V-I Gp�mZ ti L `m�ermm�a cm'°°:m � u� mm I•�, A CL S 55*16,00" W x a v 293.40' - '-- PARXS/Dd�XBICHTS CO. _ ra a,xrma,m sn m SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR j t •' ASINGLE FAMILY RESIDENCE ,oOOpQumo'm°a��"rc u6!01.0,sxo.x,u xor�auF,,x1®. JAN 9 2025 ,y4n4 Rs2_n2a.j:. Date H-S.Ref.No N1 emu Nathan Taft Corwin III The sewage disposal and water supply facilities at this location have been �� a 8G°`— Land Surveyor inspected and/or cerWied by this Department or other agencies and found :,�: a£09 to be satisfactory FORA MAXIMUM OF s BEDROOMS. =r i sooa>mr Yo:61m,er A ex � 06.s.n.-SA&W--an.-cwtiw forma via¢(610727-2010 r(631)727-1727 CRAIG KNEPPER,P.E.,CHIEF ���4/qN0 d c+ �� anal u>o"a u�c�466faes Ofhoe of Wastewater Management ,hn11J:� +-+IM N.Yon na/ +.a,.vP x,.ran:nw>' N.YS Ife.NL 6018] E-Ya3 NCaYnl6ad.mm tea JA 9 25 : . GUS DRIVE A SURVEY OF LOT 4 FINAL PLAT FOR THE STANDARD SUBDIVISION OF CLEAVES POINT MANOR FILE No. 11624 FILED MAY 22 2008 SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK W S.C. TAX No. 1000-38-07-9.4 SCALE 1"=20' AUGUST 17, 2023 NOVEMBER 11, 2024 FINAL SURVEY LOT 3O AREA = 44,004 sq. ft. 1.010 cc. N 55016'00" E 293.40' I_ SPIKE s I IRYWELL V oho f ' I N ot maa a. I j f�.�11W .Z '•W r ��� ; V° Ue I Ffi /GAS LINE I -P g; , 0 I 25.6' G G— G G G G G G o FF A WATERR O 7 n SEPTIC SYSTEM TIE MEASUREMENTS .O W 4 M: 12.7' # W WATER LINE WATER " V1 HOUSE PORCH VALVE m CORNER �A CORNER yo y ^' 9.5' 20' — — — '— — — — ~ HYDROACTION AN600 C D .v' .�.;•.. N v 50 'O O ''•. .'.•:•.. 0 A c ' ` a • q _0 X 3.3' STONE s TREATMENT TANK 29.5' 39' A• v ru •,o::: ��: 'a OUTLET COVER ob f g ':�: ,• STONE k GRAVEL PA1�0 y c o o' Z Z q DISTRIBUTION i m " n� m o m I ZS ':'�: . . `�, a. "' v .. Rp. m LEACHING 25' 56' o= LOT® :Q., . 3.3' o _�, m o 3.r =� POOL COVER - 10 =� P '16• .Siorle~'; to � 6� .." P TIo.:.. w b `;, P m HYDROACTION AN600 ►�m ti •: z + R' TREATMENT TANK e rc 1-3Vj �1 h .' r. :. : ' '::': : .':>:' STON OR •. � ELECT. 8.3 0° KITCHEN COUNTER D METER n �' b BASEMENT EGRESS CONC. BLOCK m OWTS $` ° ® COVERS PLASTIC R y 0 WINDOW WELLS 9.9, + mBLOWER CONTROL g �i �y �' I COND Al ITIONER2LIN PANEL Z OIq ,bPOO . w p �) FILTER c., I CONC. A 0 ao I SLAB 25 5' ® (5) LEACHING C 5TONE WAL_ P , t do STEPS TO °..a e ° C• OOLS m A m LrnJ 2.1'W. CELLAR ENTRANCE: m ° A� V m z�z 4° C 2.4'W. BELGIAN BLOCK'CURB a•. k 4 CIS2 , -BLUESTONE GRAVEL DRNEWAY.° . 4.'� ' Y' a4 .. O a a4 gib ` a A O •°• '•a a .• `BELGIAN BLOCK CGRB•• $ a „ n •° , 4 a. ELECTRIC LINE E E E SPIKE METAL POST do WIRE FENCE < . c 0 � ARBO AE •� ooz I� S 55°16'00" W =m �r4 oZ 293.40' to m UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. N/0/F COPIES OF THIS SURVEY MAP NOT BEARING PARKSIDE HEIGHTS CO. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MIyy1411�N11t11�//� Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYS AS ES\T»BU$}IF.D NE�/ ���' BY THE LIALS. AND APPROVED RN- PPTTEE'T�f FOR SUCH USE BY THE NEW YORC`! LAyD•••••..• Q I Land Surveyor TITLE ASSOCIATION. `, � ��pFT 9 9,�ii • ~ * Successor To: Stanley J. Isaksen, Jr. L.S. _ r Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout C) •' 050461•�*J � PHONE (631)727-2090 Fax (631)727-1727 /SFo•. OFFICES LOCATED AT MAILING ADDRESS 'fj !�III-AND `` 1586 Main d ex 16 Jamesport, New York11947 Jamesport, New York 11947 N.Y.S. Lic. No. 50467 E—Mail: NCorwin30aol.com 43-117B DATE CERTIFICATE OF LIABILITY INSURANCE 111/18/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on. this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Takach&Associates,Inc. Takach&Associates,Inc. PHONE(AIC No 631-366-2774 F 631-366-2739 112 Terry Road -MAILnniqESS, csr4@takachinsurance.co. INSURERS AFFORDING COVERAGE NAIC# Smithtown NY 11787 INSURER A: Merchants Mutual Insurance Company 23329 INSURED INSURER B KG QUALITY RENOVATION INC INSURERC: 206 SOUTH 4TH STREET INSURER D: LINDENHURST,NY 11757 INSURERE: SHELTERPOINT 81434 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE_INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER M DD YY M DD YYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A CLAIMS-MADE ®OCCUR DAMAGE TO RENTED $500,000 X BOP 9100018 12/15/2022 12/15/2023 MED EXP(Any oneperson) 15,000 PERSONAL&ADV INJURY $Included GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY JECT 71 LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) F 1 $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ E NYS DISABILITY&PFL D649325 10/12/2022 10/12/2023 NYS LIMITS DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) JOB LOCATION:2060 SHIPYARD LANE,EAST MARION,NY 11939 Certificate holder is included as additional insured to the fullest extent permitted by law when required by a written executed contract subject to the policy terms and conditions. CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE... <MC+> ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD n Workers' CERTIFICATE OF INSURANCE COVERAGE tLEIRL., 5TA'rE Cflrnp@n5atlt1lt Board: NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&-Address of Insured(use street address only) 1 b.Business Telephone Number of Insured KG QUALITY RENOVATION INC 631-592-8819 206 SOUTH 4TH STREET LINDENHURST,NY 11757 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 203931156 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 53095 ROUTE 25 3b.Policy Number of Entity Listed in Box 1a" PO BOX 1179 DBL649325 SOUTHOLD, NY 11971 3c.Policy effective period 10/12/2022 to 10/11/2023 4. Policy provides the following benefits: A.Both disability and.paid family leave benefits. E B.Disability benefits only. C.Paid.family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an,authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 11/18/2022 ByU'� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829=8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and.this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 46,4C or 5113 have been checked) State of New York Workers' Compensation,Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and.Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DIB-120.1 (12-21) �I011'iuiia1�2i0mi1iiiiii1i2iii21oiil0l�l NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) . 0 0 ^^"A^A 203931156 TAKACH&ASSOCIATES INC 112 TERRY ROAD SMITHTOWN NY 11787 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER K G QUALITY RENOVATION INC TOWN OF SOUTHOLD 206 SOUTH 4TH STREET 53095 ROUTE 25 LINDENHURST NY 11757 53095 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11440 351-3 476846 12/19/2022 TO 12/19/2023 11/18/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS .INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1440 351-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. KAZIMIERZ GOLEBIEWSKI(PRESIDENT) OF K G QUALITY RENOVATION INC A ONE PERSON CORPORATION THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATVNSUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:673527205 Generated by REScheck-Web Software Compliance.. Cificertate . .. . . .. .. Project:: NEW SINGLE FAMILY RESIDENCE •Energy Code: 2018 IECC R Location: Suffolk County,:New York P TFC� Construction Type: . > . IEHN•Sing1e-family qo Project Type: New.Construction Conditioned Floor Areal 1,940 ft2 $ � .. Glazing Area : 12% �,.:, O .... . cl� Climate Zone:.. 4 (5999 HDD) kr�-� ...Permit Date . ..... . 0 Permit Number: : STgT Construe ion Site: � • Owner/Agent:. Designer/Contractor: 2060 Shipyard ... . pyard Lane.. - _ Emmanuel7:Addy R.A. ... East Marion, NY 11939" TDG Architects 1:257 Udall Road Bay Shore; NY 11706 6318887318"" : ... tehnaddy@aol:com Compliance: Passes using UA trade-off :,:Compliance: 1.7%Better Than Code Maximum UA: 348: Y9ur UA: 342 • Maximum SHGC: 0.40 Ypu.r:SHGC: 0.37 :. The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code'home. Slab=ori-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 mustmeet the minimum energy code 'insulation.R=value and depth requirements. .. Envelope Assemblies . .. . . Prop. Assembly or ...." . Ceiling: Flat Ceiling or:Scissor Truss 1;764 ;.; 38.0 0.0- 0.636 0.026 . ;.: 53 46 Ceiling 1: Cathedral.Ceiling 684.:. : 30.0 -0..0.:. 0.034 0.026.:. 23 18- Wall- Wood Frame, 16" o.c. 858 13.0' 5.0 0:057 0.060 40 _ 42 Door: Solid Door(under:50%glazing) 40: 0.280 0.320 11 13 Window: Wood Frame : . ..... SHGC: 0:40 11:6... . 0300 :. - 0.320.... . 5. Wall 1: Wood Frame,.16"o.c. :-: 724... 13.0: 5.0 0.057 0.060 37 .:.:. 39 Door 1: Solid Door(under 50%glazing) 20'" : 0.280 0.320 ' : 6 6 a. Window I::Wood Frame 54 0:300 0.32017 SHGC: 0.40.. 1 Wall 2:Wood Frame,:16"o.c. 724 , 13.0 5.0 : :.: 0.057 0.060 41 43 Window 2: Wood Frame SHGC: 0,40 1.0 0,300 0.320.... . 3. .. _. . Wall 3:.Wood Frame, 16," o.c. .: 664 13.0.:. 5.0 0.057•_" 0.060 28 :- 30 Door 2: Glass Door(over 50%glazing) 120 . 0.280 0.320. . 34 38 ,SHGC: 0.32 Project Title: NEW SINGLE,FAMILY RESIDENCE . :.; Report date: ,;05/09/22 :Data filename:: Page 1 of10..: :.. Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Window.3;Wood Frame ..... :50.. 0.300.:. 0.320... 15 16 . .:::.:SHGC: 0.40 -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 rNuitements listed in the REScheck Inspection Che.ckl.ist..' tDAW (,i Name-Title . ..... . Signatur ;• .: Date .. Project Title:NEW SINGLE,FAMILY RESIDENCE. - Report date:-:00/09/22 .:Data filename:: Page 2 of10 REScheck Software Version : REScheck-Web Inspection CheckliSt Energy Coe 2O18IECC: : 9Y. ...:. : . ..... Requirements :36:"0% were addressed directly in the RE check software Text in the."Comments/Assumptions"column is provided by-the user in the RESchieck Requirements:screen.. For each requirement, the user certifies:that a code requirement will be mefand'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. SeCtfon N 4 x er;. j0IN 1 Plans Uertfied Eteld Yertfted20 SL,R ntlnvi�ntS/ASSUYf IS�eCttOn .,KevieW A) ��p ea' w �\ � n1p�fOsn S" .• R 103.1, Construction drawings and t []Complies ' ;Requirement will be met. 103.2 documentation demonstrate .� �"�ad ❑Doe§ Not [PRl]1. ;energy code compliance for the Location on plans/spec: buildin envelo a Thermal 6 ❑Not Observable g p ' �d � � �� See page 1 and •sections *velope represented on ❑Not Applicable construction-documents. 103.1, Construction.drawings and ❑3Complies ; 103.2; i�.documentation demonstrate � rt�� ¢� ❑Does Not 403.7 ;:energy code compliance for [PR31? lighting and mechanical systems. � ��� 1 �a��� ❑Not Obse ble:: Aopliabl . (j ystems.serving multiple dwelling.unitsmust demon strate. :,compliance with the iECC � Commercial Provisions, li� rr 9 302 1; , Heatingand cooling equipment is.: -Heating: Heatin ❑Com lies ":. ' 9 403 71` `'sized erACCA Manual S based ` i Btu/hr i Btu/hr t P ❑Doe'S Not [PR2]?ti on loads calculated per ACCA . P. Cooling: � Cooling:_. tlNot Observable. Manual J or other methods O approved by the code official. Btu/h. Btu/hr i❑Not Applicable 1 F 1 t t f . 1 Additional Comments/Assumptiofisd 1 High.l.m pact-(Tier.1) 2 Medium Impact(Tier 2) 3 Low lmpact.(Tier 3)' Project Title: NEW SINGLE,FAMILY RESIDENCE. Report date: ,:09/09/22 :Data filename: Page 3 of.10 Section' pvy � #k Foundation Inspect�ott compiies� Gomenents/Assumptions .11113 3D3 2 1 sA protective covering is installed.to ;❑Complies . . . ;Exception: Requirement is not applicable. [F011] J x protect exposed.exterior insulation j]Does:Not 3:and extends a minimum of 6 in. below .grade., ENot'Observable ..... . s ❑Not A IicabIle ;. 403 9 4Snow-and,ice-melting system controls♦❑Complies, ; 1FO12]z Installed. ;❑Does•Not l8 ;❑Not Observable; ❑Not Applicabll.e:I• Additional_Comments/Assumptions: ..... 1 High.l.mpact(Ties l) 2 Medium'Impact(Tier 2) Low lmpact.(Tier 3) Project Title:NEW SINGLE.FAMILY RESIDENCE, Report date:•-:09/09/22 :Data filename:. Page 4 of:10 Section „ rammg(RougFi In Insectlon Plans 1/erified Foelt�Yerif�ed p p `Value = YayUe �� h c�7 COnt Ile COnititent5/ASSUnI tlQ'n$ 4.02.1.1, Door U=factor. ,..U- ,. U .. ❑Comp.lies See the Envelope Assemblies 402.3.4 i . .....,. ❑�oes Not :table for values [FR11 r C' :❑Not Observable:.;. . ..... . .. Not Applicable , 402.1.1, Glaz'ing.U-factor(area-weighted_:_;: U- ;;.0 ;Complies See the.EnvelopeAssemblies 402.3.:1, l:average). i I :❑Does Not ;ta le for values. ..: :T 402.3.3, ;. .. . . b 402.5 . ..... . ❑Not Observable'a: ----- - [FR211 , ❑ o Applicable NoYAppl' , 303.1.3 ;.U-factors of fenestration products$ ` { „\\° ❑Complies ;Requirement will be met. [FR4]� are determined in'accordance ... r�� ��' ��i s� xq � oar ❑Does Not ILocation:on plans/spec:,ec: as .:with the.NFRC test procedure or. , ��y r� p 'taken from the default table. F a'❑❑Not Observable i per NFRC p Na pplicable 402.4.i.l. :Air barrier and thermal barrier �� ' �`a�����u� Complies ;Requirement willbe met. [FR23] mstaJled per,manufacturer'a -.:l �� �� � ��� � �&, ❑Does Not �mstructions. �� �� �a ,Loeation:bn plans/spec:. �uh� liter ❑Not Observable �p ;see details- :. ,... ��„ ❑Not APP licable.:. 402.4.3. . ;Fenestration that is not site built _ �� �� � � ❑Complies' ,.Requirement Will:be mef. [FR20]1 is listed and.labeled as meeting ❑Does.Not i - ;AAMA/WDMA/CSA 101/I.S.2/A440 mNO l or has infiltration rates per NFRG � Not Observable 1 400 that do not exceed code °',❑Not Applicable- ; limits. ..., '.. ��. 402 4:5 IC rated recessed lighting fixtures %� ❑Com.plies ;Requirement will be met. [FR16]'z sealed at housing/interior finish . Oboes.Not Viand labeled to indicate s2.0 cfrri � Not Observable:;Location on plans/spec: leakage at 75 Pa. o see details u f _ , ` ` Y ❑Not A Iicable.. u 403.3.1 Su I and:return ducts in attics � � r b��a �` ❑Corr4plies ; [FR12] insulated >�= R-8 where duct is ��� � ED.oes:Not >= 3 inches In diameter and >_ " = ❑ R-6 where < 3 inches Supply and � � Not Observable return ducts in other portions of.. a° z ❑ o 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 fil ter lter ;$ ❑Complies [FR13]1 boxes are;sealed with gg�c ❑Does.Not `joints/seams compliant with' • ;International Mechanical Codeor ❑Not.Observable ; lInternatIonaI Residential Code, as ❑Not Applicable - ;applicable. 403�3 5 Building.cavities are not used'as: �� � � � , ��� �, m Coplies ; [F1t15]3 ductsor.plenums. �� ��� ❑ Does y Not w Not Observable:; { ❑Not Applicable.. ; < _. 403 4; HVAC piping'conveying fluids R- ; R= ;OComplies ; [F((R17J? above 105.9.F or chilled fluids I; ;❑Does Not "below 55 °Fare insulated to >_R- � ,❑Not Observable 3... I: :. : tl Not.Applicable v � 403.4.i Protection of insulation on HVAC � s � ❑Complies ; [FR24] (piping. ' ❑Does Not Cal of Observable:: ❑Not.Applicable ; 403 53,, Hot water pipes are insulated to ; R- R- ,❑Complies ; [FR181? ,• >_R-3. i❑Does Not. : I �!... ❑Not Observable:; ,i l : :❑• . Not:Applicatile 1 High.lm pact-(Tier 1) _.2, Medium Impact(Tier 2) 3 Low Impact.(Tier 3) Project Title: NEW SINGLE,FAMILY RESIDENCE . Report dater :09109/22 Data filename:. P . .. age 5 of10 ..: : Section � - Plans Verified IFreld Verified # 1Frammg/Rough in 9nspection Compl�es� CommentslAssumptions & Re ID Value Value �.� 11 403 6�„z Automatic or.gravity dampers are -' _ a � � Complies ;Requirement will be met. [FR19� installed on all outdoor air (��� ❑Does No, intakes and exhausts. . s ❑ ;Location on Plans/spec: as ?: 'ka"z S"'�C v ��f m i Not Observable per hvac sub gc ,., . ... ��.>. ❑Not:Applicable Additional.Comments/Assum.ptions: 1 H.igh..lmpact(Tier 1) Medium lmpa"ct(Tier 2) . Low Impact(Tier 3) Project Title: NEW SINGLE,FAMILY RESIDENCE. Report date:'.:09/09/22 Data filename: Page 6 of10 . Section Pians Verified. Field Vetified� # .,•. Insulation Inspection a Complies?. , , Comments/Assumpf"ions Req.ID Value. Value ., 36 1 All installed insulation is labeled. ❑Comp.lies ;Requirement will be met. [IN13]2 'or the installed R-.values ❑ ),provided. r Does Not: (❑❑Not Observable .;. 3 yj e „ . . NotApplicabl :. :__. 462.i.i, ;Wall insulation R-value. If this is•a.;. R- ;;.R ,UComplies :See the.Envelope Assemblies 402.2.:5, ': I,mass wall with at least.M2 of the ❑ Wood.:.. ;❑ Wood „ ;❑Does Not Jtable for values. . :. 402.2.6 ;:wall insulation on the wall ;❑ ❑ Mass : ;❑Not Observable Mass. ; [IN3]1 exterior,the exterior insulation .-.' ❑ Steel ❑;.Steel t❑Not Applicable ( , Irequlrementapplies(FR10), 303.2 : ,Well insulation is insta0ed per ❑Complies' ;.Requirement Will:be.met. [I,N4]1 manufacturer's instructions, ❑Does.Not # cation F Not_O Observable per manufactplans/spec::❑ tis as `< ❑Not Applicable :Additional'Comments/Assumptions: 1 High,Impact(Tier 1) 2.; Medium Impact(Tier 2) _" ; Low Impact.(Tier 3) Project Title:'NEW SINGLE FAMILY RESIDENCE. Report date: ,•09/09/22 :Data filename:. Page 7 of10 . :': Section 0 � �� plartis Ven ietl F�eldYenf�ed � Fm�l Inspection 4�rovrsoons��` omphes�u Comments/Assumptions &,Req.ID �" value value _ „.� h ;Celling�insulation R-value. ; .R- ;. R ;❑Complies ;See the EnVelopeAssemblies 402.2.11 . .. ;❑ Wood::.: ;❑ Wood. ;❑Does Not ;tab le for values f. 402.2.2 .. ❑ Steel. ❑ Steel . . . .. ;❑Not Observable ; 402.2.6.:.:.;: ... . � , [Fllh ;❑Not Applicable z i 303.1.1 1 ,Ceiling insulation msEalle.d per �❑ i'Complies: ,Requirement will be met. 303.2 manufacturer's instructions. ���� �� ODoes Not A[FI2]1 ;Blown insulation marked every.. � � � " Location:on plans/spec:as .. z. � ����� Not Observable I c .... . 300 ft , � _ per manufacturer �, �❑NotApplicable.. I. Y 402 2=3 Vented attics with air permeable ❑Complies Requirement will 1-be:met. 2 �` [FI22] to soffitand eadve bentls that cent r ❑Does Not F Location:on plans/spec: 1 I �� [-]Not Observable extends-over insulation. / ❑Not A licable: Isee sections and details �. o,. ..r., �. u . ✓ PP 402.2.4 ;Attic access hatch:a.nd:door R- R- ;❑Complies :;Requirement will:be.met. ::[FI31 . . insulation >R-value bf the . :. I ❑Does Not } ladjacent assembly. j' Not 'Observable ILocationon plans/spec:: 1❑ e. . ., . . ,. I., ,see detail's , Not Applicable: .,,. 402.4.1.2. ;,:Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 = . . 1❑Complies ;.Requirement will:be.met. ach in:Climate Zones 1-2, and. 1 ;❑Does.Not <=3 ach in.Climate Zones 3-8." Location:on plans/specs to I' '❑Not Observable ;❑ be performed by certified Not Applicable: : tester 403.3.3.: : 'Ducts are.pressure tested to. cfm/100 ; . cfm/100 ElComplies : :[F]27]1 '.determine air leakage with : I ftz z. ;..ft. :❑Does-Not leither::Rough=in test:Total I Not Observable .leakage measured witha pressure differential of0 inch �❑Not Aplicab le ', w.g. across the system including..; . ; 'the manufacturer's air handler..:;- lenclosure.if.installed at time of. . ;.. i. . I test. Postconstruction:test:Total i ;:leakage measured with a ; I pressure differential of 0.1 inch ._I . I ... _ ""' I. .... . w.g. across:the entire system including the manufacturer's air. ­1.handler enclosure: I ! I ❑Coin lies : . . ;. 403.3.4 . . ;Duct tightness test result of<=4 ; cfm/1.00 cfm/100.." p' 1 -....; . z ..... . z . ..... . . ..... :. [FI4] ' I cfm/100 ft2 across the system or ft2 ft UDoes.Not j<=3:cfm/100 ft2 without air handler @ 25 Pa. For rough-in i:.: ;❑Not Observable ; !❑ . t. I:tests,verification may need to of Applicab e ;occur during Framing.Inspection. 403.3.2.1 Air handler:leakage designated..: } ti� ❑Complies [FI24]1 I by manufacturer at<=2%ofyZ Does Not :;design airflow. . I. I. El Observable:, ❑Not Applicable 403 1,1 Programmable thermostats �' `�❑Complies /2 �s �r R �'a ha'�5 �.«..❑ t _ .. �FI9] i installed.forcontrol of primary, �� t ��� - Does Not heating and cooling systems and F� ; tially set by manufacturer to ', Not Observable:: .. code s P ecifications. a , � �� .❑Not Applicable. .., 403 1'2 Heat m pupahermostat installed K ❑Complies I10 ,on heat•' urri s. ❑Does Not -[F l2 P P � � i ' v s Not Observable:,w• ❑Not,Applicable.. 403 51 lCirculatiiig service hot water _ < '' + Complies a � a 'rI11]. systems have automatic or E � �> �_ ❑Does Not. : ;' accessible manual controls. � ervable .� N of 0 bs Not.Applicable 1 High.lmpact(Tier.1) 2;, Medium Impact(Tier 2) 3 Low Impact.(Tier 3)- ProjectTitle: NEW SINGLE.FAMILY RESIDENCE- Report dater :09/09/22 .,Data filename: Page 8 of10-.: Section Plans Verified _ ;Field'Verified _ #„ Final Inspection Provisions Complies?, Comments/Assumptions & RecL11D Value Value ' 403:6'aAll mechanical ventilation system ❑Comp.lies , jfans not part of tested and listed :]❑Does Not (:HVAC equipment meet efficacy El Not Observable: sand airflow limits per Table i :.. ❑N PP otA licable R403.6.1.: 403:2' Hot water.boilers supplying heat: `❑Complies ; [FI26f through one-or two-pipe heating ;> r i❑Does Not. �:systems have outdoor setback ". ';-,'E]Not Observable 'control.to lower boiler water No „ 5temperature based on outdoor t Applicable - ..d.temperature. 403.5 1 1 :Heated water circulation systems ❑Complies: - [FI28j� 'have a circulation pump.The �� ❑Does Not • system return pipe is a dedicated ❑Not Observable return pipe or cold water supply ,.sYPhon circulationspipe. Gravity and thermos- f Not Applicable. i t ,. Ystems are l not present. Controls:for � ocirculating hot water system , � 3pumps.start,the pump with signal ;for hot water demand within'the' ;.-occupancy. Controls ' ?automatically turn off the pump when water is in circulation:loop; ' is at set point'temperature an'd. . :. Tno demand for hot water exists:" C . d• 4 03 .1 2 `Electric heat trace systems � ❑Complies ]? comply with IEEE 515.1 or UL, I '❑Does Not 515..Contr6ls.automatically. adjust the.ener input to the,.:.:. ❑Not Observable ; 3 . 1 energy P. I.heat tracing to maintain the ❑Not Applicable ;. ired water temperature in the ��� `,,_,,-:des p.p. g 403:5.2"` ?Demand recirculation water �❑Complies ; [F1301? -isystems have controls that ? ❑Does Not. : manage operation.of the.pump Not Observable j and limit the temperature of the N ❑Not A 5 jwaterentering the cold water e PPlicable ,!piping to <=1049F. 403:5;4 :Drain water heat recovery units El Complies. [FI31]21 tested in accordance with CSA ❑Does Not I B55.1. Potable water-side ervabl pressure loss of drain water heat ❑Nof0 bs e ; recovery units< 3 psi for ❑Not Applicable ; individual units connected to one E. . ` � t:or two showers. Potable water- side pressure loss of drain water. heat-recovery-units < 2 psi for individual units connected to ,three or more showers:.. �. :,. 404.1. ;90%or more of per ❑complies ifixtures have high efficacy lamps. M ❑Does Not ; ❑Not.Observable ❑Not Applicable:':, 404 11 :_Fuel gas lighting systems have ❑Complies . -:.: [[FI23P no continuous pilot light. � � , ❑DoesNot 0Not-Observable El Not Applicable 401 3 Compliance certificate posted. ❑Complies - ;Requirement will"be.met. [Fl7]z ODoes Not n ❑Not Observable ,. g J �� I . ,. ❑NotApplicable 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3' Low Impact(Tier 3) ' Project Title:NEW SINGLE.FAMILY RESIDENCE . Report dater :09/09/22 Data filename: Page 9 of10 Section Piartis Verified Field Verified #� .y, Final Inspection Provisions r Complies? �• Comments/Assumptiions Va u & Req.IDe Value h303 3` Manufacturer manuals for I �' � � ❑CorripI!es j��118i]3 mechanical and water.heating ❑Does Not a : - systems have been provided. ❑Not Observable: ❑Not Applicable Additional.Comments/Assumptions: = 1 High,lmpact(Tier 1) ,2,, Medium Impact(Tier 2) r3 Low Impact.(Tier 3) Project Title: NEW SINGLE.FAMILY RESIDENCE . Report date: ..09/09/22 Data filename:: Page 10 of 10 2018 1ECC Ener gY kclenc erti icate v Above-Grade Insulation Rating R-Value . . . ... Wall 18.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof:.:. 38.00 Ductwork(unconditioned:spaces): Glass & Door Rating Window _.. . 0.30 0.40 Door:.:. . 4.28 0.32:. . : CoolingHeating & Heating'System: " .. Cooling System:: : :. Water.Heater::.:. :. Name: Date: .:.Comments APPROVED AS NOTED DATE-2-AL B.P.# 5 q5b COMPLY WITH ALL CODES OF $ MW YORK STATE & TOWN CODES FEE:a �•SO BY AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE DA u FOLLOWING INSPECTIONS: ,„�,,,,w,,JOUTHOLD TQ11 A.R. 1. FOUNDATION-TWQ REQUIRED FOR POURED CONCRETE SOUTHOLD TOOMM WO ==: r< 2. ROUGH-FRAMING,PLUMBING, STRAPPING,ELECTRICAL&CAULKING PSOUTHOLD TOWNTRUS"fEES 3. INSULATION z 4., FINAL-CONSTRUCTION&ELECTRICAL , N.Y.S.DEC MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES-OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL ry INSPECTION REQUIRED DO NOT-PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. pire.8eparation required as per NYS PLUMBER CERTIFICATION ode ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY Blower door SOLDER USED IN WATER end ductwork SUPPLY SYSTEM CANNOT tesdingr"Ared. EXCEED 2110 OF 1% LEAD. PLUMBING )Austprovide Manuals AL'4 PLuMBING WASTE &WATER LINES NEED A,J and S as per TESTING BEFORE COVERING ms Energy Code RETAN STORM f ATE3, RUNOFF PUI'SUANT TO CHAPTIM TRUSS PLACARDING REQUIRED OF THE TOWN CODE. ROO SCALER'=70•.0• - ° s a � y SHIPYARD LANE 150 ) rr S3541' 30" E f g .00 DRAWINGS : 629.16' I (,J� b j y 1 TITLE SHEET i l I I 2 FOUNDATION PLAN .. .•-,,ram � '�i ,,.� � I NEW PAVED I DRIVEWAY I 3 FIRST FLOOR PLAN o 29.8' I 14.6' o FRONT PORCH 00 � rn 46.2' 30.0' 4 2ND FLOOR PLAN � 2.0 2.5� 13.6' z0 I 6.3' M 11.3' M 23.8 n X 5 ELEVATIONS 2 STY. I (n FRAME I Z DWELLING C14 #20606 ELEVATIONS Q -' a 73.8' I � 7 SECTIONS & RISER I or) REAR20RCH 6 1STY. rn CE I Q NOTE. 3 23.1 I cn THIS PROJECT COMPLIES WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STA 1 I O CV CD LL>J 00 8 DETAILS00 9 TABLES & DETAILS I SEAL ZONING CALCULATIONS I p�D ,qRc LOT AREA: 44,004.00 S.F 10 TABLES & DETAILS FIRST FLOOR : 2,380.00 S.F(A) SECOND FLOOR: 1,742.00 S.F(B) O I I 'C FRONT PORCH : 332.00 S.F(C) 0Mj I N 11 BRACING PLANPORCH : ' �T °2 465 4 0 NI REAR 307.00 S.F (D) I C) OFNEw LOT COVERAGE (A+C+D): 3,019.00 S.F. (7.5%) I I 0) 12 BRACING PLAN F.A.R. (A+B+C+D): 2,350.00 S.F. (11.9%) W I I N PROPOSED HEIGHT: 28'-10" O 1 I CD PROPOSED NO. OF STYS. : 2 �p 13 TABLES & DETAILS L SECTION: BLOCK: LOT: I i O Z I I co i coLO I LO NO I U I I REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION , PRE-ENGINEEIRED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION I I i SECTION 1265.4 SIGN OR SYMBOL ENERGY COMPLIANCE I I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL TOTAL UA (TRADE OFF) METHOD STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. Generated by REScheck-Web Software l I (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE 2020 IECC RESIDENTIAL ENERGY EFFICIENCY CODE EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: ' Compliance Certificate I I CO (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS r- OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR w SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS.SEC.C501.1: SCOPE-ALTERATION COMPLIES WITH PROVISIONS OFSECTION C501. 1 I LU W THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND SEC.C501.4: COMPLIANCE-COMPLIES Project NEW SINGLE FAMILY RESIDENCE I � _ (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE SEC.C501.5: REPLACEMENT MATERIALS-MATERIALS PERMITTED FOR NEW CONSTRUCTION TO U AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN BE USED. Energy code: 2018 IECC Location: Suffolk Count New York A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER SEC.C502: ADDITIONS-NOT APPLICABLE. y� � EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE SEC.C503: ALTERATIONS Construction Type: Single-family rco Type: New Construction EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A SEC.C503.1: GENERAL-NEW CONSTRUCTION COMPLIES. Project1 SEC.C503.2:CHANGE IN SPACE CONDITIONING-NOT APPLICABLE Conditioned Floor Area: 1,940 ft2 I LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER SEC.C503.3: BUILDING ENVELOPE-COMPLIES WITH SECTIONS C402.1 THROUGH C402.5 Glazing Area 12% EMERGENCY AT THE RESIDENTIAL STRUCTURE. SEC.C503.3.1: ROOF REPLACEMENTS-COMPLIES. Climate Zone: 4 (5999 HDD) (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF SEC.C503.3.2: VERTICAL FENESTRATION-NOT APPLICABLE. Permit Date: I 1 OCCUPANCY OR A CE=RTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE SEC.C503.3.3: SKY LIGHT AREA-NOT APPLICABLE. Permit Number: OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL SEC.C503.4: HEATING AND COOLING SYSTEMS-NOT APPLICABLE. SEC.C503.4.1: ECONOMIZERS-NOT APPLICABLE. Construction Site: Owner/Agent: Designer/Contractor: HAVE BEEN AFFIXED. 1 I o j SEC.C503.5: SERVICE HOT WATER SYSTEMS-NOT APPLICABLE. 206o shipyard Lane Emmanuel T.Addy R.A. W � (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART SEC.C503.6: LIGHTING SYSTEMS-NOT APPLICABLE. East Marion,NY 11939 TDG Architects I I Z UdallRoad _J AJD SHALL PROMPTLY REPLACE ANY SUC i SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY 1Bay 257 hone, } r Y 11706 CHANGE OR MODIFICATION IS MADE TO SLCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE MANDATORY REQUIREMENTS 6318887318 1 1 Q Z Q } tehnaddy@aol.com &GN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, I IY Z WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE SEC. R401.3: CERTIFICATE-SEE CERTIFICATE ATTACHED TO BE POSTED AS PER CODE. >_ O _J ttj OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SEC. R402.4: AIR LEAKAGE-SEE DETAIL SHEET I CL Q _J C� 4FENESTRATION AND SHGC- ",rF ;. ;; r..,.,;.xF..-,.._..,.a_r„ ....... .........._.. OF THE SIGN OR SYNBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT SEC. R 02.5. MAXIMUM U FACTOR _-_ 7, ,.„aN ,_, ,, ,ui ;,5 _ :2 Q O MAXIMUM FENESTRATION U-FACTOR,0.35(VERT.FENESTRATION) Compliance. 1.7%Better Than Code Maximum 348 Your UA, 342 Maximum SHGC: 0.40 Your SHGC: 0.37 I I2 MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS MAXIMUM FENESTRATION U-FACTOR,0.55(SKYLIGHTS) The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. SGHC U-FACTOR,0.25 It DOES NOT provide an estimate of energy use or cost relative top minunum-code home. I I CV E THE SIGN R SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER SEC. R403.1: HVAC CONTROLS-N/A EXISTING Slat,on-gr:d^tre:deo`f,ar no'nl;g.,r coriar:r-r,d m the UA er p.:rformance corr-r;ance path in REScheck Each slab-on-,.7rade _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o LU N Q O H S G O N (EXISTING) - - -- N W m SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT-N/A NO NEW HEAT PUMPS). assembly in m. spAcirled climate tore must m4 e!the minimum energy code in sulaUrn R.-value an-I depth requirements. I CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION. (1)THE SIGN OR SYMBOL SHALL CONSIST SEC. R403.3.2: DUCT SEALING-N/A(MINOR DUCTWORK)( ) OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND SEC. R403.3.3: DUCT TESTING-N/A(MINOR DUCTWORK) N 35V' 30" W 150.00' OF THE SIGN OR SYNBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS-NO BUILDING FRAMING CAVITIES Envelope Assemblies IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. TO x^R P- '-• kT"�+^�7 2 THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER, BE USED AS DUCTS OR PLENUMS. f '`', THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION-R:3 MINIMUM INSULATION AROUNDl". ( -. ';„' t7t - a rs $c r ,•„ c {{x,„ v„f' ,, PIPING. _Y�w . OR DECAL. SEC. . HEATED WATER CIRCULATION&TEMPERATURE MAINTENANCE SYSTEMS- Ceiling:Flat Ceiling or Scissor Truss 1,764 38.0 0.0 0.030 0.026 53 46 3 THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE C O ( ) AUTOMATIC CONTROLS Ceiling 1:Cathedral Ceiling 684 30.0 0.0 0.034 0.026 23 18 Z � CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: TEMPERATURE SENSORS AND PUMPS TO BE ACCESSIBLE.MANUAL CONTROLS TO BE Wall:wood Frame,16"o.c. 858 13.0 5.0 0,057 0.060 40 42 W ro l (i) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE READILY PLOT PLAN (� U O N DESIGNATION SHALL BE"V"AND ACCESSIBLE. Door:Solid Door(under 50%glazing) 40 0.280 0.320 11 13 (V J SEC. R403.6: MECHANICAL VENTILATION-NO NEW MECHANICAL VENTILATION. Window:Wood Frame 116 0.300 0.320 35 37 z -_l (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE SEC. R403.7: EQUIPMENT SIZING&EFFICIENCY RATING-NEW EQUIPMENT SHALL HAVE AN SHGC:0.40 SCALE: 1" = 20'-0" Ui DESIGNATION SHALL BE"I","II","III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE EFFICIENCY RATING Wall 1:Wood Frame,16"o.c. 724 13.0 5.0 0.057 0.060 37 39 Q a_ STRUCTURE UNDER SECTION 602 OF THE BCNYS. EQUAL OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THIS Door 1:Solid Door(under 50%glazing) 20 0.280 0.320 6 6 (n D (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) LOCATION. Window 1:wood Frame LLJ 0 CONTAINING TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SEC. R403.8: SYSTEMS SERVING MULTIPLE SWELLING UNITS-NO MULTIPLE SWELLING UNITS. SHGC:0.40 54 0.300 0.320 16 17 NOTE SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS-NO SNOW MELT AND ICE SYSTEMS I j STRUCTURAL COMPONENTS AS FOLLOWS: wall 2:woad Frame,16"D.C. 724 13.0 5.0 0.057 0.060 41 43 0 _ l 'F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; PROVIDED. SURVEY DATA HAS BEEN TAKEN FROM A SURVEY 10 0.300 0.320 3 3 Z }- J () SEC. R403.10: POOLS&INGROUND PERMANENT SPA ENERGY CONSUMPTION-TO COMPLY WITH Window 2:Wood Frame Q d -j Z J (ii i"R"SHALL MEAN ROOF FRAMING;AND SEC. R403.10.1 THROUGH SHGC:o.ao PREPARED BY: CITY BOROUGH LAND SURVEYING PLLC _j Ur w rn r- (ii:)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. SEC. R403.10.3 . Wall 3:Wood Frame,16"D.C. 664 13.0 5.0 0,057 0.060 28 30 _J 5 THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN SEC. R403.11: PORTABLE SPAS-NO PORTABLE SPAS Door 2:Glass Door(over 50%glazing) 59-43 57TH ROAD,MASPETH, N.Y. 11378 Q (n ( ) 120 0.280 0.320 34 38 w SEC. R404.1: LIGHTING EQUIPMENT-MINIMUM 75%OF LIGHTING TO BE HIGH EFFICACY LAMPS. SHGC:0.32 OR SYMBOL, OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE 3: LL L1.1 SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS- ' S,GN OR SYMBOL. Project Title: NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 W ~' 0 N ►- J LU z c` NO FUEL GAS LIGHTING Data filename: Page 1 of10 w � � � � EQUIPMENT. LU Z = _ FLOOR ROOF n Z U Cn Q I- oI p DWG NO v BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. FR 14-16d COMMON NAILS (BEAM) NOTED ON PLANS 14 16d COMMON NAIL •• SIM SON STRONG-TIE (POST POSTING AS NOTED 73-10" ON PLAN 23'-2" 32'-4" 3'-10" Simpson Strong-Tie AB NOTE! 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND i POSTS ABOVE. 5'-10" 11'-6" 5'-10" X-X 31'-8" 8" DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND !• °a:'' STAIR WELL OPENING. _ _ _ 77 2"MINIMUM 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS 8001b HID - — SIDECOVER L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO HD 28 7 2117 HD � � — — — — — — — --{ � FOUNDATION, FTG'S,AND OTHER STRUCTURAL Y-Y t—I GIRDERS OR HEADERS AS NECESSARY. POST CONNECTION DETAIL 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS _ FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY °O SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED 11'-10" F o I PORCH'S. (ETC) T PROVIDE 10" PROVIDE 8" PROVIDE 16"X8" o PROVIDE 50 GAL. P.C. FND. WALL T DRYWELL „1 P.C. FND.WALL I P.C. FTC. SLAB ON GRADE PROVIDE CELLAR 10 21 -6 10 CENTRY STEPS I a, NEW REINF.4" P.C. SLAB Qo PROVIDE 20"X10" ON GRADE W/66-1010 WM M a) —I I I - I I `-P C- O QP.C. FTC. OVER 4 GRAVEL 6 ( 1 (2500 PSI) °O Y-Y d F- - \� 6'-0" 6'-0" 8o01b soolb WINDOW NOTES & SPECIFICATIONS F.D. o HD m RISERS 8 /4" AX. � p c0 T EA S @ 9" IN. UP 8R \ I 2668 HD v) 8001b �-' (2)2"X10" - - (2)2"X10" *WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) z Q HD - — - — - — - — - THIS WINDOW MUST BE TEMPERED SAFETY GLASS O N _ — G.P. L — J G. 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY FT o > M - ( b 8001b 1 3'-2" 14'-9"CO ESCAPE. IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SQ. FEET 0 0 r` STEP FND. HD CD 5.0 SQ. FEET GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS W/ J _ cn PROVIDE GALV. MTL. T ( @ ) T LL I N -' U `Y) I I I- TERMITE SHIELD W/ LO MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED --� PROVIDE A 12" DROP @ ND. I 1 �, BL. FL. JST FOAM SEAL SILL SEAL @ O.H.G.D. OPENING m _ _ �j FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. SHOWN HATCHED (TYP.) I ,- -1 i � p 1 „ 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES �° U I I iv aU UP 12R I o �0 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECCCD - r UNFINISHED BASEMENT C6 �z 1 (6 r I T I 1 X _ P OVIDE 5/8"ANCHOR BOLTS - u) I c) 12" FROM FND. ENDS &36" I N cn NEW REINF.4" P.C. SLAB --> co Q- -� 0 MAX. O.C. 0 a5 O 10,11 P 11'-6" 11'-6" 10" I J - ON GRADE W/66-1010 WMM LL � '9)� y ILLi OVER 6 MIL.VAP. BARRIER i co i OF NEB OVER 4" GRAVEL m w¢ m — o I (3500 PSI) o I I o NOTE: A NOTE PROVIDE SMOKE DETECTORS N 8001b I ( I 1 7'-11' 7'-0" 6'-8" 6'-$"Ilk 5'-5" 7'-4" N 7'-4" 10" ;r CARBON MONOXIDE DETECT S ER THAT MES IN NTACT WITH HD ch ' — r — F_ — —1 I 11 — 1 CONCRETE SHALL BEOTREATED OLUMBER. DETECTORS TO BE HARDWIR L — J N AS 2020 RCNYS ALL N N 1 1 N I 1 212"X10 ' HDR 2 2 X10 DR (2 2 X10 HDR (2)2 X10 HDR (2)2 X10 H R (2)2"X10 HDR I &INTERCONNECTED P. ( ( ) - � - - - -}— G—I- - - - - - +—* -}- (2�)2"X10" HDR } - —I- - - - - - - - SLABONGRADE L — J L_ — J L_ — J L — J L_ — J L_ — J G.P. NEW REINF.4" P.C. SLAB F- I r` ON GRADE W/66-1010 WMM I I _ U) 24"X24"X12" DEEP 4" DIA. U j OVER 6 MIL. VAP. BARRIER a' -' U P.C. FTC. STL. POST b J U o OVER 4" GRAVEL a' tJi O TYP. FOR 9 (TYP. FOR 9) p a O '- 3500 PSI 1 1 - ( ) PROVIDE 5/8"TYPE"X" - ��` �0 1 o r ( ) X b GYP. BD. ON CEILING ABOVE �ELEC. N v N BATH N T I I T I I N N s.D. s o. FM 1 C.M. 75C® TILE PROVIDE 24"X30" DET. 10"I CRAWL SPACE ACCESS 48'-4" 110" - STEP FND. _ a'lay. T 1 L- o — 80HD HD Ib 314„hr F.P,S�dr O W.c. I TABLE R401.4.1 306g PRESUMPTIVE LOAD-BEARING oa o 80HIp -- -- — _ 800lb VALUES OF FOUNDATION MATERIALS U T o 80HIID 6' � rn 2'_0" 10" '-0" T o HIDIb o HD LOAD-BEARING = W PROVIDE 8"X16 1 U N 11 -5 10 �, CLASS OF MATERIAL PRESSURE CO CRAWL SPACE � O �Q ti VENT W/ INSECT CRAWL PACE _ - .D. H I 00 (pounds per square foot) E1 SCREEN 2" P.C. SCREED COAT X � J L- DET. N 1 CRYSTALLINE BEDROCK 12,000 Y{Y 10" = 12'_p" N 0 10" TEP FND. 1 1 Y}Y SEDIMENTARY AND FOLIATED ROCK 4,000 STEP FND. '- �j ECH. o DIRECT SAND GRAVEL AND/OR GRAVEL(GW AND GP) 3,000 8001b SLAB ON GRADE _ o T //G, VENT cu SAND, SILTY SAND, CLAYEY SAND, SILTY 8001b I HD 1 OILE - T GRAVELCLAYEY GRAVEL(SW,SP,SM,SC,GM 2,000 rn HD NEW REINF.4" P.C. SLAB 1 a, N :3U b AND GC o ON GRADE W/66-1010 WMM ) z `- o OVER 4" GRAVEL CLAY, SANDY, SILTY CLAY, CLAYEY SILT, Q > r (2500 PSI) I I I SILT AND SANDY SILTCLAY 1,500 J z - 8' 1 _ (CL,ML,MH,AND CH) z 0 z "' 10" 13' 10,1 1 Q O_ J 50 r` PROVIDE 16"X8" PROVIDE 8" I d � Q LU a.Where soils are required by section R401.4,the allowable bearing capacities Q P.C. FTC. P.C. FND. WALL = O NOTE: 8001b of the soil shall be part of the recommendations. 2 *HD - HOLDOWN Hp b.Where the building official determines that in-place soils with an allowable o I- cn 0 bearing capacity of less than 1,500 psf are likely to be present at the site,80co 01b _ CS Q N Q �-- r 80 o the allowable bearing capacity shall be determined by a soils investigation. N W m N co I LL - - - - - - - - 1J TABLE R402.2 I`- x-x MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE W Z 23'-10" 29'-0" 14'-8" 6'-4" U U ) N MINIMUM SPECIFIED COMPRESSIVE STRENGTH(r,) Z -� TYPE OR LOCATION OF CONCRETE CONSTRUCTION LU -� Weathering Potential b Q n Negligible Moderate Severe CO O O W BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO THE WEAT ER 2,500 2,500 2,500 C FOUNDATION PLAN J --" BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 c Z_ J_ Z UZl- 1/4"= 1'-0" BASEMENT SLABS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL d d CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000 3,000 W LL PORCHES, CAR PORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE W ~ � N W FLOOR SLABS 2,500 3,000 d,e,f 3,500 d,e,f U 0 Jrnn �_ Z CN W Z V = T- W a.Stren th at 28 dayys si. O W w Z U W i- b.see able R301.2(1 for weathering potential. , 0 — Q O C. oncrete in this loca ion that is subtect to freezing and thawing during construction shall be air-entrained concrete in accordance with footnote d. d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be less than 5 percent or more than 7 percent. DWG NO e.See Section R402.2 for maximum cementitious materials content. f.For garage floors with a steel-troweled finish,reduction of the total air content(percent by vooume of concrete)to not less than a percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,00 psi. 2 /1 0, I I 73'-10" 4"X4"TREATED WD. POST W/DECORATIVE i COLUMN (TYP. FOR 4) 14'-6" 23'-0" X"X 32'-6" 3'-10" 1'-0" 6'-4" 1'-0" 12'-1" VENT DRYER 8" 12'-0" 7'-2" 12'-1" 7" DIRECTLY 4" 14'-211 ' 81_011 411 kk 5'-Ol, �} v " O,_81, A11 / `f 28 X48 28 X48 28 X48 28 X48 28 X48 `'t - - - - -(2�2X12° - - - - _ _ D (2) „X8„ W 2 „ - - - - - - �- - - - - -�2)2"X12"- - - - - (2)2"X8" ( )2 X8' (2)2"X12" - F w. • 50 C f® > k ' Y-Y T / C) CD 2'-8" 11'-10" 4° BATH �' STUDY P CO ; ° o I Q - COVERED O CD LAUNDRY/ a J No REAR PORCH 0 / TREX/ 1"X6" ~ `1/ *STANDING SE,� > (2)2"X8" x WD. PLANK c� MTL. ROOF Y-Y c�a I x 2668 N / NOTE! Z F.D. � ate... N _ 668 6" " " " -9- ro `" v T X 6-O 8-7 7-8 9-7 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND `� > ( - N 16X32 16X60 w M N 8R \ L 1 N �p NFL POSTS ABOVE. (2)2"X (2) "X 6� (2)2"X10" HDR 6 2"X8" LEDGER BD.ABOVE TYP.) 32 X 52 **tempered gl. 6068 6" X�p O DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND -~-� - — - - STAIR WELL OPENING. � -i - 2)2"X166 X 60 16 X 60 (2)2"X1 O2'�( _ m 6068 6068 (2)2 X8 - — - —� 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS ch „ „ 1, o L.V.L., GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO _ �rl CL x _ ' P o 2"X10" ON FLAT Q \- - - - - - -�I N C UP 4R — 4 6-8 4 4-6 1 -0 / Q o o\\ `: I 1 R 4" 15'-0" 4" GIRDERSTOR HEADE S AS NEC SSARYFT - AND OTHER CTURAL � CN o \ / I 36" high �.�'� PANTRY M -1 `\ 1 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS �j 00 handrail (typ.) ' _ = X o ti FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY o 4" 15'-8"01 -.47m N X SECONDARY ROOF SYSTEMS, GARAGES,OR COVERED - 2'-10" 3'-5" (2)2"X8' r I -6 v M I PORCH'S. (ETC) t I H bo o 1 ) O REF 2468 Er _ Uj SEAL /\ o �;, o _ J I / w MASTER x � c - AR M 2"X10" FL. JST m 1I i I N X �col- CD �N K TF Sim / \ I N @ 16" O.C. i GR ROOM o GASCO T I - OP)< l�BOVE LO FI EP�AC L O 00 o zo / \ 1 4" DIA. STL. p I / X — — — T 11'-11" KIT HEN I - ?� U N N cn _ �" `� "' WINDOW NOTES & SPECIFICATIONS y o 465 0� ,I — J > / \ i_O" I 4u ( ELEC. I J (2)1 3/4"X 11 7/8" LVL HDR (2)1 3/4"X 11 7/8" LVL HDR S.D. OF NE�1 _ N — - — _ — - — _ — _ — - — _ — - — _ — - _ "WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) N O O SINK , - 1 LO wok 1 -0 3'-10" 10'-2" co _ _ _ _ _ ST `o � / ` � I use "THIS WINDOW MUST BE TEMPERED SAFETY GLASS N N — — INSULATE WALL O O �// OOD t- x II \ �; DN 12 R 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY \ / I SHOWN HATCHED TYP. ' ESCAPE. IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SO. FEET CIR \\ // 2 CAR GARAGE (R:15 BATT INSUL.) COUNTER `� I / o I — 1 ` = 4" 15-4" 4" 9'-4" 4" (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ \ / I SLAB ON GRADE �CO (2)1 3/4"X 9 /2" LVL W/5/8" STL. HDR(FL J MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED _ o0 \ / I *NOTE: I �� — - — - — — - — - — - — - U) S.D c / /' F- FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. \ / d, 1 PROVIDE 5/8"TYPE "X" `' I eo }cET 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES 11_OI, I A„ �, 10'-5" ( DET. cli 2668 V \/ � I - GYP. BD. ON CLG.ABOVE VV `"f � _ � � � 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC o /\ ° AND @ ADJOINING WALL c~n I _ _ I r TO LIVABLE SP'{CE -' U -' U o L O / \ I Ii O 3'-4" 3'-8" 1 O 1 J 4T 8 = X W.I.C. o I o �' .. - - CD = x N X , X C �� FOYER X � 6, - (14 C:I iv c,1 _ N ' x W.I.C. - 2068 4" 13'-0" Ec' 4", I X Ln � I 10 o - - - - - - � 1 „ 0 co 24 x 80 - " (2)2" " NOTE: DINING 24 X 80 6„ 11 NOTE PROVIDE SMOKE DETECTORS (2)2"X1 „ - 00 w.c. CARBON MONOXIDE DETECT S d I break sho. I N _ 2 _ 16 32 d ALL LUMBER THAT COMES IN CONTACT WITH AS 2020 RCNYS ALL 2"X10 FL. JSTy�. _. _ g = CONCRETE SHALL BE TREATED LUMBER. front O - X X 32 52 DETECTORS TO BE HARDWIRE _c @ 16" O.C. 2.O 4, r` 11'-5" 4„ 1'- 41F _ N o M `9j 206 N Xvco &INTERCONNECTED M Y a 3-2" I- C? ti 1 , 00 1. 00 `D Y{Y `r (3) 3/4"X 9 1/2" LVL W/(2) 3/4",STL. P T. HD kL `u g / Y Y00 (2)2"X12" — o (8" LE ER f .ABOVE (TYP? lav MA TIER > U ay. M J t O� I O ~ �• - - - - - - - - - - - - - - - - - - I ��' P�,�/ I TILE N co 2"X8" LEDGER BD.ABOVE (TYP.) I ��J�� I ��'�� o X `�° T b 16X32 16X32 16X32 \ ,�• N co co 32 X 52 32 X 5 32 X 52 ' ti+'��/ m I L ' 4� o N X Ul � I W , �� I N 00 ' ci FRONT PORCH �, / o �� ED N ti r r; I O TREX/ 1"X6" I „ „ v ti Q > o 00 co U _ ,1 2"X8 R.R^ ,, 2 X8 R.R� coJ ?< _ co WD. PLANK �v _ 1 �� z z ' a@ @ 16"O.C. , shelves shelves p >- N X I 16"O.C. X z cif_ `� _ `�' I * tempered gl. 16 X 32 - Q 22X12" (2)2"X12'"_ - - - - - ) _"- - - ` —(-)— - - - - - - - - - 16X32 16 32 32X5 = 0 0 - - - — — - 3-0 4"[[-32 X 52 32 52 � � _ r` - 1' O" 4" 3'-0" o Q N 0 1 cl, UPI 3 7 41 N w m 7" 6'-11" 6'-11" 12'-6" 1'-6" 7" FIRST FLOOR PLAN 4"X4"TREATED WD. 9-1011 14'-0" 4" POST W/ DECORATIVE 1L1/4"= 1'-0" COLUMN (TYP. FOR 3) X_X POST W/DECORATIVE r- COLUMN (TYP. FOR 2) z W m U U ° N W —� 0 CL W ry 0 O 0 w II Z J z LL. W W 1- 0 N 0 J w z CV w I— (� O� o w w z U W g� z Uu, QI _ 0 DWG NO 3a � I . 1 i Igo a AMENDMENT � r©■ r°es USE A MINIMUM OF, /Y � TWO 8d NAILS THIS SIDE OF TRUSS. e TOTAL 4-8d NAILS o INTO' RUSS. /I F1 2-8d NAILS ° INTO PLATES i 8-8d NAILS INTO STUD Simpson Strong-Tie 73'-10" X-X H7 Z 4" 23'-6" 4" 13'-0" 4" 15'-4" 4" 5'-0" 4" 15'-0" 4 RAFTER TIE DETAIL Simpson Strong-Tie H7 Z NTS. F_ --------- —+-------------1� II W I II 2"X12" R.R. v@ 16" O.C. ^ � I v 2"X12" R.R. X I @ 16"O.C. �v NOTE! z I ~ d 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND h I I CY) Z�I O PITCH POSTS ABOVE. a Y-Y I v I I DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND l I N I I i STAIR WELL OPENING. m ♦I I I r� (� 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS cn L.V.L.,GIRDERS, ETC,SHALL BE SUPPORTED DOWN TO Q I 32 X 40 32 X 40 32 X 40 -� FOUNDATION, FTG'S,AND OTHER STRUCTURAL z - - - - - - - - - - - - - - - - - - - - - - - - - --�- - - - - - - GIRDERS OR HEADERS AS NECESSARY. - N — — — — — — — — — — — — — — — — — - ` I - - - ��— I (2)2"X8" (2)2"X8" (2)2"X8" � �-- — — — — — — — — ' 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS w o ♦ \ I I ♦ , I I - — - = FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 00 7- H T I / I I \ I I I I SECONDA(EROOF SYSTEMS,GARAGES,OR COVERED VENT DRYER Q, d SEAL DIRECTLY TO EXTERIOR J�J I I v \ o I ,��RED qRC, �,�Q- / I � o `♦ �'X CD o 2-0 4� 12'-8" I cvOJ��NK STORAGE ACCESS\y I ,+'♦/ I � N @)� _ -� 'X8" C�. JS O OPEN TO BELOW Q � � tO68 U 2 "O.C. = I m \♦,/ I X U �N S10. ) x o „ - N o WINDOW NOTES & SPECIFICATIONS o.X BONUS ROOM 75 CFI , I — — — —/—�— — I L = U46CATH. CLG. @ 11'-0" \♦ I c h T co CD CL U N 'WINDOWS MEET EGRESS REQUIRMENTS (SEE CAR NOTES.) OF N"THIS WINDOW MUST BE TEMPERED SAFETY GLASS ap H U BATH I \ x 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY Co LX N U O - (2)1 3/4"X14" LVL RIDGE_ _ _ _ _ _ tacked w/ TILEI (2)13/4"X14" LVL RID I CO ESCAPE. IN CONFORMANCE WITH 2020 RCNYS SEC.R310 MIN OPENING OF 5.7 SQ.FEET X X CO I — - -m- — - — (j - — — - - �D - — - — - — - — Co (5.0 SQ. FEET @GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS W/ LIJ _ M N - - UNDR lav JX; LIN. 0 N ) — LIN. o � MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED (2)1 3/4"X11 1/4" LVLHDR spc. — (2 2 (2)2"X8" = C° I = DN 18R BEDROOM 3 c" N N N r FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. X ♦ 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES N I I I I _ (2)2°X8 �\� c♦I 24"X48"PULL _ ley 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC r 0 w co � ELEC. p ` = DOWN STAIR(2) �t ?< LL �' X � = i I D. N U VIDE DBL. FRAMIN o X {g}ELEC. ( _ C14 II (D p I I Co = 42"high guard rail w/balusters @ 4"o.c. ax. ( 13 FOAM BDI) N \ S.D. Co I U Z O m I DET.♦ P,, X 2668 . �� I `� = I EL°E° I 't� P I 2668 `�1- X `t I N �` I I �rL/ - CL \�/�` I I0s.D. L.l . 117 L� X I x J ♦ V TORAGE ACCESS `1' N `� c.M. / (2)2"X8" W Cp \ N DET. /� N I I I (O� c1�. ♦ I— _ _ �' v (2)2' $ `♦' I = (2)2"X8" (2)2"X8" (2)2"X8" I _ _ I �O �2J� \J� (2)1 3/4"X11 1/4" LVL HDR � � `'' \�s Co I I cr NOTE: I c0 - � � 4 1811 4 0 4'-8" ay. NOTE PROVIDE SMOKE DETECTORS o CARBON MONOXIDE DETECT .:S ICL 24 X 24 24 X 24 24 X 24 `r J I m U - ._ I BATH I I = ALL LUMBER THAT COMES IN CONTACT WITH AS 2020 RCNYS ALL (D ELEC. _ O T L_ _l S.D. LOFT N 0 4 mV2" = I I CONCRETE SHALL BE TREATED LUMBER.x r I25 CF X TILE U I I DETECTORS TO BE HARDWIR ,� CO — — _ J &INTERCONNECTED LL i CO vY2"X8CLG. JSTS. _ _ -068 04 W r- I @ 16" O.C. I I I I I � 00 c=.> EL s D. 00 o B DROOM 2 I °° 2 4„ I 3-8„ 4" `r5'-0" I ( ) "X8" 2068 pkt.dr. I I 12"X12" R.R. I 2"X12" R.R. I co @ 16"O.C. I " " . . R.R.Y{Y @ 16"O.C. ( ) ( ) ( ) @ 16" O.C. I @ 16"O.C. I (2) 1X12" 32 X 40 0 32 X 40 _ BE w OOM 4 a8 I co 32X52= 32 52 * 32X52 * L — -- c* — — — I - > 12"X8"CLG. JSTSS. I b w o U � 4068 I @ 16" O.C. v Q } `NOTE: rL I CL N _ X I I p Z y STANDING SEAM ROOF — IN LOCATIONS SHOWN. co co I Q O _j PROVIDE CONTINOUS = I I I d Q FLASHING AT ROOF Q TRANSITIONS 0- PITCH PITCH (2) "X12" o=cl� � � C0 SHEATHING O Q N Q 32X52* 32X152* 32X52* - N w .- m AIR SHIELD LIQUID FLASHING 2'-0" wAll 4" 6'-8" 4" 9'-2" 4" 7'-0" 4" 131-0" 41' 15'-4" 4" v 14'-0" 4" 6'-0" 4" O z W CO `. i AIR SHIEL 0 b O N X-X Z J SECOND FLOOR PLAN NOTE: 0 0- 1/4 11= 1'-O" FILL JOINT OVER THE JOINTIINT AREA.DO NOT STRIKE TH LIQUID FLASHING& E 0 FLUSH WITH SHEATHING W 0 SURFACE IY 0� 'T- SHEATHING JOINT TREATMENT z J a d- Z W Q � � I-1- W I— 0 W 0 0 N z _ = w 0 W J z 0 W Q O n Z v (n ¢cr I— o 0 DWG NO a 4 13 i X-X - 2 1 CONT. RIDGE VENT TOP 0O F PEAK 30' +/-ABOVE GRADE 5 1/4" FRIEZE BD. 12 12 Y-Y 12 12 (TYP.) 12� 12 12� ❑12 ❑ CONT. RIDGE VENT NT. RIDGE VENT I PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 m AND SHALL CONSIST OF A MINIMUM OF TWO LAYER OF UNDERLAYMENT CEMENTED TOGETHER OR A S F- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL SECOND FLOOR PLT HT. EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR =d — WALL LINE. O.H. O.H. SHING CONT. F S IN — 00 - - - - - - - - - - - C NT. FLA — — — — — —— — — — — — — — — — 12 12 - NOTE: 4L ❑4 5 SECOND, FL. T. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND FIRST FL. PLT. TERMINATED IN ACCORDANCE WITH THE 1 „ MANUFACTURER'S INSTRUCTIONS AS PER SEC. R100 11_611 ° ° �❑ m m o iJ O.H. 4 O.H. T 6 z Z � o U) w FIRST FLOOR SEAL D GRADE GRADE TREATED WD. - z I I POST W/DECORATIVE I _ z POST W/DECORATIVE COLUMN (TYP. FOR 3) COLUMN (TYP. FOR ALL) 029405 O� - - - - - - - - - - - - - - - - � -Ll I I TFOF NE�-1 L — � I I I I I FRONT ELEVATION STEP FND. L- — — — L- - - - - - - - - - - - - - - - - - - - -r - - - - - - - - - - - - - - - - - C - 1- - - - - - - - - - - - - - - - - - -Z - - - - - - - � 1 2 TOP OF PE 28'-10"+/-ABOVE GRAE CONT. RIDGE VENT wN 1 2 HOLDO CONNECTION 12 SECOND FLOOR ATTACHMENT 12 ❑14 OPTIONS 97 CONT. RIDGE VENT - � o w "SIMPSON"CMSTC16 11 �R Y —CONT. FLASHI 12 2-16d COMMON 12"BEARING ON "SIMPSON"HD3BHDG _ ❑ NAILS @ 6"O.C. WALL STUD "SIMPSON"HTT4 HT T 2-16d COMMON U 5 1/4" FRIEZE BD. \ 4 CONT. FLASHING SECOND FLOOR PLT. HT. 00 (TYP.) 14 12 \\ - FOR FULL LENGTH NAILS @ 6"O.C. — OF STUD �j \ BLOCKING @ °° _ \ ENDWALL II OR BLOCKING @ II 1 -6 / \ O.H. �� ENDWAL o O.H. 0. / rn W o / 12 Z Q >- ❑4.5 2-16d COMMON Z 0 } NAILS @ 6"O.C. Z / FOR FULL LENGTH "SIMPSON"HDQSR SECOND FL. / OF STUD "SIMPSON"PHD6 >- J W FIRST FL. PLT. HT. 5 // = Q 0 O a � cn � D _ FLASHING o r- >- 1'-$" ALL STRAPPING,ANCHORS,HOLDOWNS,& N W N m NOTE: 6' ADHESIVES TO BE INSTALLED AS PER O.H. 4 1'-811 MANUFACTURER'S SPECIFICATIONS o O.H. 6 "SIMPSON" _ STHD14RJ O 60 O z c- co w m WALL STUD (� U O N Z J N "SIMPSON"HD313HD LLJ J FIRST FLOOR a "SIMPSON"HTT4 HT a' _ \ W O O OR GRADE — — — — — — — I I �� J _ GRADE Z J Z v d z l I I I I o W 2-16d COMMON N 4 _ _ _ _ _ _ _ _ _ _ _ NAILS @6"O.C. H J w N FOR FULL LENGTH W > I— OF STUD > Z 4"X4" TREATED WD. I I "SIMPsoN"HDC�BR a Z -1 (n Lu Q Lu o o POST W/ DECORATIVE COLUMN TYP.) I I I I SIDE ELEVATION "SIMPSON"PHD6 Dwo No �I I I I 1/4"= 1'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - I- - - - - - - - - - - - � 1 2 X-X 1 ROOF COMPOSITION: 40 YEAR DIMENSIONAL SHINGLE BY TAMKO OR APPROVED EQUAL, HOMEOWNER TO TOP OF PE CONT. RIDGE VENT SELECT COLOR, OVER 15# BUILDING FELT ON 1/2" CDX PLYWOOD SHEATHING 30'-0"+/-ABOVE GRAD OVER ROOF RAFTERS (REFER TO FRAMING PLANS FOR SIZES & SPACING). PROVIDE 36" STRIP OF WATER/ICE GUARD AT BOTTOM 1 2 1 INTERSECTION OF ROOF & FASCIA AND IN ALL VALLEYS. Y-Y 2 RIDGE VENTS: CONT. RIDGE VENT 5 1/4" FRIEZE BD. SHINGLE STYLE RIDGE VENT, MATCHING STYLE & COLOR OF ROOF SHINGLE. (TYP.) CONT. RIDGE VENT INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECS. LOCATIONS AS INDICATED. 12 3 COLLAR TIES: 12� INSTALL 2"X 6" COLLAR TIES 32" O.C., TYPICAL AND 16" O.0 @ CATHEDRAL CEILINGS. SECOND FLOOR PLT. HT. 4 SOFFITS & FASCIA BOARDS: 1'-0" — 12 12 PROVIDE VINYL SOFFITS WITH CONTINUOUS ALUM. OR VINYL VENT STRIP. FASCIA 0 � BIDS. TO BE EITHER CLEAR PINE PAINTED WHITE OR#2 PINE WRAPPED IN ALUM. SIZE OF FASCIA BIDS. TO BE 1"x 8"WITH 1"x 2"ACCENT - 0 BOARDS FOR GABLES. 12 4 � ONT_FLAS IN - - - - _ 5 LLL GUTTERS & LEADERS: LLU PROVIDE 5" DIAMETER ALUM GUTTERS & LEADERS, LOCATION TO BE DETERMINED IN FIELD. PROVIDE 6" SDR UNDERGROUND PIPING TO DRYWELLS. SECOND FL. 5 CONT. FLASHING FIRST FL. PLT. HT. z 6 WALL COMPOSITION: _ Q PROVIDE NEW VINYL SIDING COLOR, STYLE AND EXPOSURE TO BE SELECTED � 1- TF —1— - (r —1— T —1— -F —I— fir —1— -1 a BY HOMEOWNER, PROVIDE TYVEK HOUSE WRAP BY DU PONT OVER 1/2" CDX 4 1'-6" PLYWOOD ON 2"X6"WOOD STUDS 16" O.C.WITH R: 15 BATT INSULATION 1'-6" 7'-6" 7 WITH R:5 RIGID INSULATION & 1/2"GWB (INTERIOR FACE) O.H. O.H. 4J 36" HIGH TAPE & SPACKLE (3) COATS AND PRIME (1) COAT. o O'H' HAND/GUARDRAIL W/ BALLUSTERS z @4" O.C. 9 N 0 FLOOR COMPOSITION: w 00 o REFER TC FLOOR & FRAMING PLANS SIZES & SPACING OF FLOOR JOISTS, PROVIDE 3/4" PLYWOOD/OSB SUB FLOORING WITH (1) LAYER OF 1/2" UNDERLAYMENT GRADE PLYWOOD ON TOP, LAP ALL SEAMS. REFER TO FLOOR PLANS FOR FLOOR FIRST FLOOR LA o SEAL S��N K chi FINISHES. ALIGN ALL FLOOR ELEVATIONS. — 8 FOUNDATION COMPOSITION: GRADE Lj Lj Ll GRADE PROVIDE 10" POURED CONCRETE FOUNDATION WALLS ON A 20" x 10" FORMED, 00 - KEYED & POURED CONC. FOOTING. ALL POURS TO BE FORMED USING WOOD _ z I I I I I _ z_ OR STEEL FORMS PROVIDE MASTIC DAMP PROOFING o 5� ON EXTERIOR FACE OF FOUNDATION AND FOOTING AREAS. I `", yT � FOFNE�N g SLAB COMPOSITION: REAR ELEVATION 4"X4"TREATED WD. PROVIDE 4" POURED CONCRETE SLAB WITH 6"X6" 10 10 W.W.M. FOR CELLAR AREAS. I POST W/DECORATIVE PLACE OVER VAPOR BARRIER AND 6"TAMPED POROUS FILL. 1/4"= 1'-0" I COLUMN (TYP. FOR 4) i I � I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - = --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - -Z - - -� 2 1 TOP OF PEAK _ 2 1 CONT. RIDGE VENT 28'-10"+/-ABOVE GRADE 12 CONT. RIDGE VENT 9 -112 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 4 AND SHALL CONSIST OF A MINIMUM OF TWO LAYER 3Y __ OF UNDERLAYMENT CEMENTED TOGETHER OR A S F- f` U \ 5 1/4" FRIEZE ADHERING POLYMER-MODIFIED BITUMEN SHEET IN c0 \ (TYP.) PLACE OF NORMAL UNDERLAYMENT AND SHALL 00 U EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR p0 \ SECOND FLOOR PLT HT. WALL LINE. 12 \ 12 co 14� \\�14 11_611 \ O.H. \ O.H.\ O.H. _ 0 CONT. FLASH \ W .-- o NOTE: o z o } \ 12 SECOND FL. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS of z 0� z \ OF UL 127 AND SHALL BE INSTALLED AND } J W 5 CONT. FLASHING \ �4 FIRST FL. PLT. T. TERMINATED IN ACCORDANCE WITH THE d � — --- - - - - - - - - - - - - - - - - - - - - - - - --- - - \ MANUFACTURER'S INSTRUCTIONS AS PER SEC. R100 2 0 O z U) w � m 1'-8" 4 11-6" O.H. O.H. 36" HIGH O.H. _ �\ HAND/GUARDRAIL o ( f W/ BALLUSTERS - b @4" O.C. co O r— O.H.G.D. O.H.G.D. w O N ui e FIRST FLOOR 0 J 0 CL z — — — — o WO CD C �o0 GRADE wU II L _ - - - - - J L _ - - - _ - - - - _ - -I PROVIDE8"X16"I I z _-J z v - - - CRAWL SPACE �- - VENT W/ INSECf I o Z _I Q r- - —I I SCREEN I I cl) w LL LLI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ; - - �1- - - - - - - T '� 0 p N _ _ w I � �- - 4"X4"TREATED WD. � > z ('� _ _ I O PROVIDE CELLAR - - PROVIDE A 12" DROP @ FND. I - J POST W/DECORATIVE az vv� QF- pENTRYSTEPS" @ O.H.G.D. OPENING (TYP.) I COLUMN (TYP. FOR 3) w LLI = 0 W STEP FNb. I I SIDE ELEVATION DWG NO - - - - - - - L - - - -r - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -Z - - - - - - - - - - - - - - � -7 1/4"= 1'-0" a rp 1 Y 4"VENT J LTHRU ROOF 40 YR. DIMENSIONAL SHINGLE ROOF (MATCH TO EXISTING) OVER 15#BUILDING FELT ON 1/2"CDX PLYWOOD SHEATHING OVER 2"X12"@ 16"ROOF RAFTERS. (2)1 3/4"X14"LVL RIDGE BD. W/CONT. RIDGE VENT 4" 1"X6"FASCIA BD. 1/2 PLYWD.SOFFIT W/SOFFIT VENTS 3 1 BATH BATH PROVIDE LEADERS&GUTTERS Table P3201.7 LAUNDRY _ 2 2_ _ 2°PITCH SEE NOTE 5 � 2„ PITCH _ � SIZE OF TRAPS FOR PLUMBING FIXTURES =. f�' 2„I 4" 12" 12„ 12,. TRAP SIZE TOP OF PE ASPHALT PLUMBING FIXTURE 2 I W 12 1 LAV. I I LAV. I I SHINGLE CONT. RIDGE VENT (MIN. IN.) f-1--I I 30-0 +/-ABOVE GRA E ROOF I I I W.C. W.C. I SHO. BATHTUB(with or without SECOND FLOOR 1 J SHO. 1 1/2" 1 1/2" ASPHALT 12 12 shower head and/or 1 1/2 SHINGLE9 ASPHALT 14 whirlpool attachmen 1 1/4 C O ROOF C.O. 3" 3" SHINGLE Bidet 1/2 CONT. RIDGE VENT ROOF BATH „ p�TCH 2" — — KITCHEN 2,. MASTER BATH VENTED ATTICS WITH AIR PERMEABLE INSULATION ATTIC _ INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE 12 Clothes with standpipe 2 LAUNDRY (k_2 T_ — — 2' PITCH _ — -r — I I —F — — — r _ VENTS THAT EXTENDS OVER INSULATION (TYP.) 4f — — I Dishwasher(on separate trap) 1 1/2 —I 2" 2" 1 I 4" 2" 12„ I T 12 r W I LAV. 2"1 D.W. (SINK I 1211 TUB 2 12 BACK 2"X8" C.J. 4 Floor drain 2 SINK 2 2 I I LAV. r SIMPSON STRONGTIE Kitchen sink(one or two T-13 _1 W,C, I r -1 W.C. I VENT HURRICANE CLIP H1Z - traps,with or without 1 1/2 I I I SHO. I SHO. (TYP.)ON EACH STUD @ 12" O.C. dishwasher and food waste FIRST FLOOR 2" J 1 1/2" L J 2" 1 1/2 f & RAFTER dis oser SECOND FLOOR PLT. HT. PROVIDE Laundry tub 1 112 3" 3" 3" C.O. 1 R:30 BATT 1 _$ nor mere comma C.O. 11/4 " BATH I 1 _$� INSUL. O.H. Lavatory 4 _ 2" 2"PITCH 1 O.H. Shower(based on the total — --1 flow rate through 4" 12" 2' 12" showerheads and bodysprays) Flow rate: 1 1/2 I LAV.I I I �o LOFT ` NEW 4"STUD WALL WITH 5.7gpm and less 2 W C I PROVIDE TYVEK HOUSE more than 5.7gpm rip to 12.3gpm I Z more than 12.3gpm up to 25.8gpm 3 SHO. WRAP BY DU PONT OVER BASEMENT 1 1/2" - CONT. FLASHING 1l2"CDX PLYWOOD ON 2"X4" Q WOOD STUDS 16"O.C. a gpn' 4 `_° W/JOIST HANGER 12 @ J more than . gpm up o 2 2 X4"TOP PLATE 3„ 4" TRAP r' (TYP.) 4.5 ( ) "C.O. SECOND FL. 2"X4"BOTTOM PLATE R:13 BATT INSULATION w/ m C.O. 4., FIRST FL. PLT. HT. , CONNECT TO R:5 RIGID INSULATION& 1/2" GWB(INTERIOR FACE).TAPE APPROVED TREX/ 1"X6" AND SPACKLE(3)COATS AND Q 11 U , SANITARY 1 8 ° 2"X8" LEDGER BD. 3 3/4"X 9 1/2' WD. PLANK PRIME Z 1 PLUMBING RISER DIAGRAM SYSTEM ABOVE (TYP.) LVL HDR (FLUB (2)1 3/4"X 9 1/2" LVL 1'-8" \I W/5/8" STL. HDR (FLUSH) I I > o N.T.S. II O.H. o II PLUMBING � II - 1. ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. 60 GREAT ROOM I I o SEAL 2. ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. FRONT FOYER °O POS TRE/�TEDT W/DECORATIVE N WD. ��F 4 Alec 3. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, I I POSTIVE �5 � K TF yip COLUMN (TYP. FOR 4) ALL SOLDER SHALL BE LEAD FREER I I 4. ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2" INSULATION. 5. ALL FIXTURES SHALL BE AS SELECTED BY OWNER. FIRST FLOOR 6. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., TA BUILDING AND ENERGY CODE. 0 It it N � STATE GRADE GRADE �29 Sec. P3103.1 -Roof Extensions I I (2)2"X10 " HDR OF NE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated _ PROVIDE - snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, - — ]H=l Z PR VIDE 5/8"ANCIHOR BOLT R:30 BATT observation deck cr sunbathing deck or for simple purposes,open vent pipes shall terminate not less than 2" FROM FIND I ENDS &36' INSUL. o Z_ MAX. O.CI. 4" DIA. STL. ° ° T-0"above the roof. ° ° Sec.P3103.2-Frest Closure ° - - - - POST — - - - - - Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or - wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not 4"X4"TREATED WD. I 1 BATH —NEW REINF.4" P.C. SLAB less than 1 foot inside the thermal envelope of the building. POST W/DECORATIVE COLUMN (TYP. FOR 3) C I I 4" DIA. STL. ON GRADE W/66-1010 WIJIM 40 YR. DIMENSIONAL SHINGLE — UNFINISHED BASEMEN POST OVER 4" GRAVEL(2500 PSI) (MATCH TO EXISTING) NEW REINF.4" P.C. SLAB I OVER 15#BUILDING FELT ON 1 2 3 ON GRADE W/66-1010 WMM STEP FN— I I III 1/2"CDX PLYWOOD SHEATHING OVER 2"X12"@ 16"ROOF RAFTERS. OVER 4" GRAVEL C — — — ° ° L J L- J (2)1 3/4"X14"LVL RIDGE BD. (2500 PSI) W/CONT. RIDGE VENT NEW REINF.4" P.C. SLAB 1"X6" FASCIA BD. 1/2 PLYWD.SOFFIT � TOP OF PEAK CONCRETE FTG. W/ ON GRADE W/66-1010 WMM W/SOFFIT VENTS 3#5 REBARS & OVER 6 MIL.VAP. BARRIER 24"X24"X12" 24"X24"X12" PROVIDE LEADERS&GUTTERS CONT. RIDGE VENT 30-0'+/-ABOVE GRADE 2"X4" KEYWAY OVER 4" GRAVEL DEEP P.C. FTG DEEP P.C. FTG SEE NOTE 5 (TYP.) (3500 PSI) 12 CONT. RIDGE VENT 79 SECTION 1/X-X 12 1/4"= 1'-0" 0_0 0 4 M Y f-- U CO = PROVIDE \ CONT. FLASHING 12 R:30 BATT \ 14 INSUL. \\ SECOND FLOOR PLT HT. \ _61, -- = o - O.H. T \ O.H. O.H. rn VE NTED ATTICS WI HAIR PERMEABLE ATI r o POST CONNECTION DETAILS W - o I CLUDE BAFFLE ADJACENT TO SOFFITTINSULATION AND AND EAVE VE \ � Z VENTS THAT EX ENDS OVER INSULATION (TYP.) \ Q } BONUS RO \ Z o >: 0� Z ci� Z SIMPSON STRONGTIE \ 12 O _j w 2"x 6"FLOOR JTS @ 16"O.C. W � -j HURRICANE CLIP H1Z \ _ Q IY 5 (TYP.) ON EACH STUD \ 2"x6"DECKING = o O 4 SECOND FL. -2"x 8"HEADER Q & RAFTER \ 4"x 4"POST ANCHORED ON ]-- FIRST FL. PLT. T. 2"x 6"FLOOR JTS @ 16"O.C. o I— ti to 10" x 36"FTG.BELOW GRADE HEADER AS cal �n >- AND 4"-6"ABOVE GRADE NOTED ON PLANS o ¢ N Q 14-16d COMMON NAILS cat W � m PROVIDE (2)1 3/4"X 11 7/8" LVL HDR ° ° 1 "8 (BEAM) 1 _$1t �' 6-8d COMMION �• 1/2°LAG.BOLT R:30 BATT 1 -6 O H �:11'.. @ 24'O.C. ° O.H. INSUL. O.H. 36" HIGH ;.,<: :;: TECO'S HAND/GUARDRAIL = I °' W/ BALLUSTERS 36" high CDAC4 SIMPSON STRONG-TIE 6 14-16d COMMON NAIL c�4" O.C. handrail (typ.) IT °' PORC I HDR. & (PosT) f` 4" DIA. STL. oo POSTING AS NOTED W m r�- I POST FLJ TO DWELLING ON PLAN 2 CAR GARAGE U U ° Z --j 2"x6"DECKING DECORATIVE MOLDING LL1 —I o o FIRST FLOOR — _ 14-16d COMMON NAILS W ° (BEAM) ° _t _ 6-8d COMMION AB pson Strong-Tie W -- o ° 0 II GRADE °° 0 }. v �t PROVIDE 8"X16" 3 1od COMMON Z J z I— — RkOVIDE 5/8"ANCHOR BOLTS I I FILLER STRI ° NEW REINF. 4" P.C. SLAI�- _ z CRAWL SPACE ° �� J 0 PREMOLDED — — ON GRADE W/66-1010 WM 12" FROM FND. ENDS & 36' o � VENT W/ INSECt I °° Q (n FILLER (TYP.) OVER 6 MIL.VAP. BARRIER MAX. O.C. M " SCREEN I I 14-16d COMMON NAIL SIMPSON 6R ON STRONG-TIE _ W LL. W r— — ° ° ° — — — OVER 4"GRAVEL — — — — — —l��-- - — — — — — — — — — (POST) j ti..,� ;• I— W U N r _ _ (3500 PSI) I T PORCH COLS TO HDR. .j w 8 E 2"MINIMUM U � z - - I 24"X24"X12" I I I I I 4"X4"TREATED WD. SIDECOVER UUNNLUIUR o � Z z T _ W o PROVIDE CELLAR — — NOTE: DEEP P.C. FTG CONCRETE FTG.W/ _ ENTRY STEPS — I PROVIDE 5/8"TYPE "X" 3#5 REBARS & I COLUMN (TYP. FOR 3) IL Z U CD J I I POST W/DECORATIVE � — W Q GYP. BD. ON CLG. ABOVE 2"X4" KEYWAY — — AND @ADJOINING WALL (TYP.)1 — STEP FNb. I DWG NO — — I TO LIVABLE SPACE I I I SECTION 1N-Y - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Z - - - - - - - A- - - - - - - � 1/4"= 1'-0" 7 13 ROOF SHINGLE # 15 FELT PAPE ICE SHIELD: PROVIDE LSSU28 JOIST HANGER 2 LAYERS OF UNDERLAYMENTS CEMENTED 1/2"CDX PLYW00 @ RIDGE TO EACH ROOF RAFTER TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. 1 1/4"x 20 GAUGE GALV. 1"x 2" BLOCKING. STRAP TYPICAL.20" LONG EACH ROOF RAFTER (4 )8d NAILS I 6 MIN EACH EA. ROOF RAFTER R I 1 1/4"x 20 GAUGE GALV. I STRAP (TYP.)WITH (6) 8d COMMON NAILS IN EACH S.. \�, 12 o o END OF STRAP. M/N M ROOF RAFTERS (SEE PLAN) VARIES o 0 I 1/2"EXTERIOR GRADE PLYWOOD SHEATHING PRE-CRIMPED PRE-CRIMPED #15 FELT END. END.TF ASPHALT SHINGLES (AS SELECTED BY OWNER) I ALL FASTENERS SHALL BE INSTALLED WITH ACCORDANCE W/ MANUFACTURER SPECIFI krilS ALL FASTENERS SHALL BE INSTALLED WITH ICT VALLEY FLASHING ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR CEILING JOISTS (SEE PLAN) z� DETAIL "B" BY SIMPSON OR APPROVED EQUAL. BATT INSULATION (SEE PLAN) VALLEY FLASHING N.T.S. r / I ,A�, DETAIL "A„ ICE SHIELD&UPLIFT CONNECTION N.T.S. FASCIA R.802.3.1 3" CONTINUOUS SOFFIT VENT R.802.5.1 (9) SIMPSON STRONG-TIE H2 @ 16"oc(EACH SIDE) j 1 � I m I U) uCD \\ // > co ir_ O C) SEAL ALCOA RIDGE VENT. INSTALL /� \I SN K chi AS PER MANUFACTURES SPECS. /// o 1"AIR SPACE 1 1/4"x 20 GAUGE GALV. ROOF SHINGLE. SHEATHING VINYL SIDING (AS SELECTED BY OWNER) STRAP (TYP.)WITH (6)8d / I I 5 COMMON NAILS IN EACH PLYWOOD SHEATHING. R-3 RIGID INSULATION BOARD I I T ,l SIDING TYVEK BUILDING WRAP �9 o2s 6 O FLASHING CONTINUOS VENT END OF STRAP. 1/2" EXTERIOR GRADE PLYWOOD SHEATHING j o OF NE\N # 15 FELT PAPER 2"x 4"STUDS 16"oc / ° 3 1/2" BATT INSULATION R= 15.0 C 1/2"GYSUM BOARD , I 1/2 1/4"AIRSPACE 1 BACK-FLASHING— SIMPSON STRONG-TIE FTA @ 16"oc OR I � 1/2" MIN. BLANKET INSULATION 1 1/4"x 20 GAUGE GALV. STRAPPING, 3/4"AIR SPACE — EXTENDED 12" BEARING FROM FLOOR I I �� SIMPSO FRAMING EACH DIRECTION @ EACH STUD I I ROOF RAFTER H 2.5A CLIP I I 3/4" 0 LAG BOLTS TOP-- I BOTTO;)1 @ 24" O.C. MAINT,4 l 2" EDGE @END DISTANCES CATHEDRAL C LG. RIDGE BEAM. 2-2"x 4"TOP PLATE ' NOTE: HURRICANE CLIPS TO BE ALL FASTENERS SHALL BE INSTALLED WITH S ICT ALL FASTENERS SHALL BE INSTALLED WITH T I GT ADDED TO ROOF RAFTER WHEN ACCORDANCE W/MANUFACTURER SPECIFICATI NS 1 1/4"x 20 GAUGE GALV. ACCORDANCE W/MANUFACTURER SPECIFIC S CATHEDRAL CEILINGS CONDITION STRAP (TYP.)WITH (4)8d /�----------------�\ PRE-MOLDED EXISTS COMMON NAILS IN EACH EXPANSION JOINT. END OF STRAP. /1 I o I IA�, ID ETA I L "J" z� DETAIL "D" zAX DETAIL "C" Iol ROOF VENTILATION N.T.S. HURRICANE CLIP N.T.S. / I I co p R.802.3.1 RIDGE STRAP&VENT N.T.S. / I I T_ W R.802.5.1 9 R.802.3 / I ( ) R.802.3.1 // i LJ COW L U 3/4"SUB FLOOR GLUED AND NAILED °.'; : I co FLOOR JOISTS (SEE PLAN) BATT INSULATION (SEE PLAN) I .:,; h' •1 I ('') "SIMPSON" CMSTC16 COIL STRAP OR 1 114"x 20 GAUGE GALV. STRAPPING, / — - STRAP EACH STUD 12" MIN. BEARING / WRAP STRAP UNDER SILL @ EACH STUD I ————————————— co a 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. 2"x 4"SILL ; w o (REFER TO PLANS) I �� z rl- ROOF CONNECTION PORCH/RAFTER/GIRDER i I J —� TECO'S CONNECTION DETAIL 2"x 6"P.T. SILL _ 2"x6"R.R.@ 16"O.C. 2"x6"R.R. @ 16"O.C. ANCHOR BOLTS (REFER TO PLANS j Q O w N FOR SIZE AND SPACING) I I �_ � -j ' 3-10d COMMON 16" I SILL SEALER ' _ Q p O SEE DECK ATTACH 1/20 LAG.BOLT I � p T_ )/"C LAG SIMPSON 1212 TERMITE SHIELD / DETAIL ON SHEET#16 @ 24"O.C. --- BOLTS @ 16" EA. I :I'll'B y I i' N (A 'o j } SI PSON SIMPSON I r{� ;{ , I /� O Q � m 2"x6"Cl@ 16"O.C. FILLE STRIP 6 8d COMMION ST APPING @ 16" HGR.@ 16" GRADE I I I;. t• I i N W #5 REBAR " 1/20 LAG. BOLT 2-2"x10"HEADER SIMPSO 1212 (1/2 DIA) COV. @ 24"O.C. DECORATIVE MOLDING EA.SIDE : • II.I; i;' THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE TECO'S +.II;N`~' (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC PORCH z� DETAIL "I V" 8" POURED CONCRETE COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. PORCH/RAFTER/GIRDER CONNECTION,DETAILN.T.S. FOUNDATION WALL 1/2" EXPANSION JOINT O �— :.II:� w 0 cal 2"x6"DECKING :'..{t•U::;' • ;: :;::. ::; :;:';` ,,.•:.,•.:.°;,..: z _' N SEE DECK ATTACHME 2"x6"DECKING DECORATIVE MOLDING 16"x 8 DP. POURED CONCRETE FOOTING " ':•`'•�; DETAIL ON SHEET#167�Ll 2"x 6"FLOOR JTS @ 16"O.C. :b•� ,. w 4"x 4"POST ANCHORED IN 6 8d COMMION 8"x 36"FTG. BELOW GRADE 'NT,:.''r''r U) - AND 4"-6"ABOVE GRADE ' ! 0 O w O — 1/2°LAG. BOLT @ #5 REBAR 1/2" DIA I I FILLER STRIP :�•<< ' AB POST BASE BY SIMPSON ( ) z J z Q d 24"O.C. 3-10d COMMON 6-8d COMMION 3" U TECO'S 4 CONCRETE SLAB ON UNDISTURBED BASEr- i •,� ,'� GRADE _ -- 5/8"ANCHOR BOLT W Q (n @ 4'O.C. (TWO STORY HOUSE) LL w FLJ TO DWELLING PORCH COL'S TO HDR. w p N N L Z: CONNECTOR PORCH DETAIL 0 -� W POST W/ CONC. CONNECTION o w W z = w � o TYPICAL WALL SECTION w z Q 0 � DETAIL "M I I 3/4"= 1'-0" DWG NO PORCH CONNECTION DETAILS N.T.S. 8 a 3 2020 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE EXTERIOR INSULATED WA TABLE R402.4.1 .1 RIID INSULATION SHEATING AIR BARRIER AND INSULATION INSTALLATION "R-VALUE/TH CK ESSS PER CLIMATE I , (TAPE ALL JOINTS) COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIP COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIP INSTALL 1"RIGID INSULATION PORCH RAFTE CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. ll� A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or MAINTAIN EQUAL VENT SPACE i� VENTED AIRSPACE the building envelope. a sealing material. narrow cavities shall be filled by insulation FOR LENGTH OF RIGID INSULATIONi' Narrow cavities 2X LEDGER ON TOP O The exterior thermal envelope contains a that on installation readily conforms to the ATTIC INSULATION General requirements continuous air barrier. available cavity space. ' RIGID INSULATION Breaks or joints in the air barrier shall be sealed. Air sealing shall be provided between the INSTALL 1" RIGID Garage separation garage and conditioned spaces. INSULATION VERTICALLY TO �� --- --- - The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit CONNECT INSULATING SHEATING Y, shall be aligned with the insulation and any shall be aligned with the air barrier. TO RIGID INSULATION BAFFLE gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building FOAM SEAL BOTH JOINTS Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be airtight and IC drywall. rated. Access openings,drop down stairs or knee ' wall doors to unconditioned attic spaces CONTINUOUS BEAD OF SEALANT shall be sealed. Batt insulation shall be cut neatly to fit ------ The junction of the foundation and silt plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls,Plumbing 1/2"RIGID INSULATION I a Plumbing and wiring shall be sealed. walls shall be insulated by completely filling or insulation that on installation readily The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. EXTERIOR INSULATED WALL ' Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. and continuous alignment with the air barrier. them from the showers and tubs. The space between window/door jambs and The air barrier shall be installed behind shall be min d framing ht li k d i DETAIL framing,an skylights and Electrical/ hone box on exterior walls electrical or communication boxes or Windows.skylights and doors f P . N.T.S � sealed. air-sealed boxes shall be installed. DETAIL 1" EXT INSULATION SHEATING AS Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building ATTIC EAVE BAFFLE AND VENT Rim joists HVAC register boots thermal envelope shall be sealed to the AIR SEALING AT SHED ROOF AT 1" subfloor or drywall. RIGID INSULATION SHEATING The air barrier shall be installed at any Floor framing cavity insulation shall be Q exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire d the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner �- framing cavity insulation shall be permitted that is recommended b -�Floors(including above garage and y the manufacturer. to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not cantilevered floors) 9 sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler OD the underside of floor framing and extends cover plates and walls or ceilings. Q from the bottom to the top of all perimeter floor framing members. �i 4 CV Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue ��� MANUFACTURED RECESSED LIGHT ENCLOSURE > o Crawl sp:,ce walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned �i VENTED AIRSPACE 00 with overlapping joints taped. the crawlspace walls. space shall be sealed. �� ATTIC INSULATION CD ATTIC INSULATION i' ATTIC TRUSS I ' SEAL j INSTALL 1"RIGID ROUGH CUT AROUND VENTILATION CHUTE ��PED NK�C i' �\ 2020 INTERNATIONAL RESIDENTIAL CODE 0�5 J I -AIR SEAL PERIMETER WITH T Si 2020 INTERNATIONAL RESIDENTIAL CODE EXPANDING FOAM SEALANA� TABLE R602.3 1 FASTENING SCHEDULE TABLE R602.3(1) - continued FASTENING SCHEDULE - CONTINUOUS BEAD OF SEALANT EXPNADING SEALANT AT PEIMETER NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND )' 1 1/2"RIGID INSULATION DRYWALL CEILING ��� 02 4g5 ITEM DESCRIPTION OF BUILDING ELEMENTS a, ,c SPACING AND LOCATION ITEM TS OF FASTENER a,b,c RECESSED LIGHTING FIXTURE OF NE`N EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT ROOF 14 Blocking between ceiling joists or rafters 16d common (3 1/2"x 0.162") 16"o.c.face nail to top plate 16d box(3 1/2"x 0.135");or 4-8d box(2 1/2"x 0.113")or 3"x 0.131"nails 12"o.c.face nail DETAIL 1 to between ceiling joists or rafters to top 3-8d common(2 1/2"x 0.131"):or Toe nail plate 3-1 Od box(3"x 0.128"):or 15 Bottom plate to joist,rim joist, band joist or 3-16d box(3 1/2"x 0.135") •or 3 each 16"o.c.face nail 3-Wx 0.131"nails blocking(at brace wall panel) 2-16d common(3 1/2"x 0.162");or 2 each 16"o.c.face nail DETAIL AIR SEALING AT RECESSED LIGHTING IN ATTIC 4-3"x 0.131"nails 4 each 16"o.c.face nail 4-8d box(2 112"x 0.113")or 2 Ceiling joists to top plate 3-8d common(2 1/2"x 0.131"):or Per joist,Toe nail 1" RIGID INSULATION AS ATTIC EAVE 3-1 Od box(3"x 0.128"):or 4-8d box(2 1/2"x 0.113");or 3-3"x0.131"nails 3-16d box(31/2"x 0.135");or BAFFLE CUT AROUND MANUFACTURED VENT 4-8d common(2 1/2"x 0.131");or Toe nail 4-1 Od box(3"x 0.128");or Ceiling joist not attached to parallel rafter, laps 4-10d box 3"x 0.128" ;or 16 To or bottom late to stud 4-3"x 0.131"nails 3 � ( ) Face nail P P I over partitions[see Sections R802.3.1, R802.3.2 3-16d common(3 1/2"x 0.162"0;or and Table R802.5.1(9)] 4-3"x 0.131"nails 3-16d box(3 1/2"x 0.135");or 2-16d common(31/2"x 0.162");or End nail 3-1 Od box(3"x 0.128");or Ceilingjoist not attached to parallel rafter 4 Table R802.5.1 (9) Face nail 3-3"x 0.131"nails (heel joint)[see Sections R802.3.1 and R802.3.24 and Table R802.5.1(9)] 3-1 Od box(3"x 0.128");or 17 Top plates,laps at corner s and intersections 2-116d common(3 1/2"x 0.162");or Face nail INSTALL INTERIOR SHIEATING AT EXTERIOR S Collar tie to rafter,face nail or 1 114"x 20 ga. 4-1 Od box(3"x 0.128");or Face nail each rafter TO INTERIOR WALL A 3-3"x 0.131"nails ASSEMBLY WALL PRIOR 3-1 Od common(3"x 0.148");or SSEMBLY ridge strap to rafter 4-3"x 0.131"nails 3-8d box(2 1/2"x 0.113");or ATTIC INSULATIO PARTITION WALL PARTITION WALL 18 1"brace to each stud and plate 2-8d common(2 1/2"x 0.131"); or Face nail 2-10d box( )3"x 0.128" or 3-16d box nails 13 V2"x 0.1135");or = Q 00 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148");or 2 toe nails on one side and 1 toe nail 2 staples 1 3/4" LLJ 4-10d box(3"x 0.128"); or on opposite side of each rafter or U [- WOOD TRUSS FRAMI Y 4-3"x 0.131"nails truss 3-8d box(2 1/2"x 0.113");or SHEATH INTERIOR OF SEALANT TYPICAL w W 19 1"x 6"sheathing to each bearing 2-8d common(21/2"x 0.131"); or ATTIC ACCESS T U 4-16d (3 m x 30.1/2"); . Toe nail 2-1 Od box(3"x 0.128");or Face nail +1"OF INSULATION LEVEL (DO 3-1 Odcommon(3 1/2"x 0.1148"); or 2 staples,1"crown,16 ga.,1 3/4"long 1"RIGID INSULATION 4-1 Od box(3"x 0.128"); or Roof rafters to ridge,valley or hip rafters or a-3"x o.131"nails �6& 7 3-8d box(2 1/2"x 0.113");or ACCESS ". roof rafter to minimum�:"ridge beam 3-16d box(3 1/2"x 0.135") ;or nx End nail 3-8d common(21/2"x 0.131"); or LADDER BLOCKING AS REQ'D 2-16d common(3 1/2"x 0.162");or 3-1 Od box(3"x 0.128" ;or PANEL 3-1 Od box(Y x 0.128"); or 20 V x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail 3-3"x 0.131"nails DRAW ACCESS PANEL SNUG Wider than 1"x 8" WITH PERIMETER SCREWS INSULATED EXTERIOR WALL WALL 4-8d box(2 1/2"x 0.113); or TRIM AS REQUIRDED 3-8d common(2 1/2"x 0.131") ;or FINISHED CEILING c7 rn 8 Stud to stud(not at braced wall panels) 16d common (3 1/2"x 0.162") 24"o.c.face nail 3-10d box(3"x 0.128");or LU cfl ox x ;or 4 staples,1"crown,16 ga.,1 3/4"long 3"x 0.131"nails 16"o.c.face nail o Q } 16d box(31/2"x0.135");or FLOOR DETAIL DETAIL �' z 9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails 12"o.c.face nail 0 z 0 >- wall corners(at braced wall panels) 16"o.c.face nail 4-8d box(2 1/2"x 0.113); or AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S AIR SEALING AT COMMON WALL N.T.S } � uw O �a-AIR � 21 Joist to sill,top plate or girder 3-8d common(2 1/2"x 0.131") ;or Toe nail BETWEEN DWELLING UNITS 16"o.c. each edge face nail 3-10d box(3"x 0.128");or = Q p O 10 Built-up header(2"to 2"header with 1/2"spacer) _ 3-3"x 0.131"nails � � 12"o.c. each edge face nail H o o to Lo >- o Q CJ Q 8d box 2 1/2"x 0.113" 4"o.c.toe nail N w � m 5-8d box(2 1/2"x 0.113");or ) 11 ! Continuous header to stud 4-8d common(2 1/2"x 0.131"); or toe nail 22 Rim joist, band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 4-1 Od box(3"x 0.128") top plate(roof applications also) 1Od box(3"x 0.128");or 6"o.c.toe nail 3"x 0.131"nails 12 Top plate to top plate 16d common(3 1/2"x 0.162") 16"o.c.face nail 3-8d box (2 vz"x 0.113");or ATTIC INSULATION 10d box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail 3"x 0.131"nails 3-1 Od box(3"x 0.128");or SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED Double top plate splice for SDCs A-D2 with 8-16d common(3 1/2"x 0.162");or 2 staples,1"crown,16 ga.,1 3/4"long RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" 12-16d box(3 1/2"x 0.135");or face nail on each side of end joint seismic braced wall line spacing<25' 12-1 Od box(3"x 0.128") or minimum 24"la splice length each ( P P 9r, , , ,; ,; 13 12-3"x 0.131 nails 24 2"subfloor to joist or girder 3-16d box(3 1/2"x 0.135");or Blind and face nail I r,' " � r ' p ,�"' r �F r k E' W m side of end Joint) 2-16d common(3 1/2"x 0.162") j( , " ' , �' n u k a IA �) COMPRESSIBLE WEATHERSTRIPPING U O N Double top plate splice SDCs DO, D1,or D2; (� AT PERIMETER OF ENCLOSURE N and braced wall line spacing>25' 12-16d(3/12 x 0135") Z J 25 2"planks(plank&beam-floor&roof) 3-16d box(3 1/2"x 0.135");or At each bearing,face nail 0 � 2-16d common(3 1/2"x 0.162") MECHANICAL LATCH TO 0 O ATTIC FLOOR FRAMING PRESSURE SEAL AT 3-16d common (3 1/2"x 0.162") WEATHERSTRIPPING W O 26 Band or rim joist to joist 4-1 Od box(3"x 0.128");or End nail l l `- 4-3"x 0.131"nails;or o /r >_ ( w 11 4-3"x 14 ga.staples,7/16"crown Z J Z U Nail each layer follows: ___I 20d Common(4"x 0.192");or at top and bottomm and staggered. O W 0 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom W N 27 Built-up girders and beams,2 inch lumber "x o.131"nails staggered on opposite sides I- O U � J W � N layers And: 2-20d common(4"x 0.192");or MANUFACTURED PULL F- Z 3-1 Od box(3"x 0.128");or Face nail at ends and at each o DOWN STAIR W Z _ = g 3-3"x 0.131"nails Splice Q �- 4-16d box (3 1/2"x 0.135");or C) 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or --- 4-10d box(3"x 0.128");or DWG NO 4-3"x 0.131"nails At each joist or rafter,face nail 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail DETAIL9 a AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 3 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) TABLE R602.3(3) 8d(a)6"oc toed in BRACING REQUIREMENTS BASED ON WIND SPEED a ong braced wall REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c ULTIMATE DESIGN EXPOSURE CATEGORY B JTS MINIMUM NAIL MINIMUM WOOD MINIMUM MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS NOMINAL PANEL NAIL SPACING WIND SPEED V ult 30- FOOT MEAN ROOF HIEGHT STRUCTURAL PANEL MAXIMUM WALL (mph) 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE TOP PLATE PANEL SPAN STUD SPACING win exposure category 6, SIZE PENETRATION RATING THICKNESS (INCHES) EDGES FIELD 2 BRACED WALL LINES 1/2" MIN. STRUCTURAL 10 (INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) B C D METHODS ULTIMATE DESIGN BRACED WALL LINEMETHODS WOOD PANEL � 8d COMMON NAILS 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 WIND SPEED STORY LOCATION SPACING G METHOD LIB b METHOD GB PBS, PCP, PS, CS-WSP,CS-G, @ 6"O.C.ON EDGES (2.0"x 0.113") (MPH) BV-WSP,ABW, PF CS-PF ONLY PFG,CS-SF9 8d COMMON 16 6 12 170 140 135 (2.5"x 0.131") 1.75 24/16 7/16" = .4 8d@ COMMON NAILS 24 6 10 5.0 5.5 '� 3.0 2.5 @ 12"O.C.ON 12 140 115 110 w 20 10.0 10.0 5.5 5.0 along brraceed wall FIELD ONLY 14.0 14.0 8.0 7 FOR SI: 1 INCH=25.4 mm 1 mile Der hour=0.447 m/s. 40 18.0 18.0 10.5 9 0 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTIHOLDDOWN A. Panel strengqth axis arallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 inches ; ' W1 Y8 N HDU4-SDS2.5 L THREADED on center shairbe applied with. 22.5 22.5 13.0 panel strength axis perpendicular to supports. FOR STRAP a $d COMMON NAILS @ EA.END OF STRAP B. l able t based xi wind pressure acting toward and away from building surfaces in accordance with Section R301.2. Lateral 60 26.5 26.5 15.0 13.0 FOR C OF EA.PLATE TO PLATFORM BELOW- W/ g DIAM.ATR(ALL THREADED bracing requirements shall be in accordance with Section R602.10. d COMMON NAILS @ 16"O.C. ROD)ANCHOR, EMBEDMENT LENGTIH C.Wood structural_panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating. Plywood siding rated 16 o.c. 10 10.0 10.0 6.0 5.0 FLOOR JOIST F ANCHOR IN CONCRETE IS 10" or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used < 140 with studs spaced not 20 18.5 18.5 11.0 9.0 .. E SIMPSON SET EPDXY-TIE SILL PLATE :;:: HIGH STRENGTH EPDXY ADHESIVE 30 27.0 27.0 15.5 13.0 TO SECURE ANCHOR, DRILL Y4., more than 16 inches on center. ^`: •' 40 35.0 35.0 20.0 17.0 "';` •`; 50 51.0.0 51.0 29.0 25.0.0 24.5 21.0 ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW 60 MANUFACTURER'S INSTRUCTIONS.(OPTIONAL) POURED CONCRETE/ SPACING OF FASTENERS 10 NP 15.0 8.5 7.5 MASONRY FOUNDATION 20 NP 27.5 16.0 13.5 � DESCRIPTION Intermediate 30 NP 51.5 29.5 19.5 Z hIUi�16EI� AND 40 NP 51.5 36.5 31.0 END SHEARWALL ON FOUNDATION WALL < IT N1 b, c C' 50 NP 63.5 36.5 31.0 OF BUILDING ELEMENTS TYPE OF FASTENER t;.4�F��}° `` 60 NP 75.5 43.0 36.5 � (i11ches)h (inches) W w 0 z w Q 1`!:3",d : A't=,Y ' tt z ,l _,f rwC, m 5�lbfiloor, roof and interior wall sheathing to fraing: and particleboard Wall z O N sheathing to framing 11 11 rt 11 > o � [� 55 , ..g.� ``,:�) for . . ^= ,.4 st �t,;; tcrr •;i ;-.:r'� f-.' r= ;� _ ,t�0 ���k�r:�,�� s/�er�tf�i��g to tvrrll,ft�rrt»Fir,��J TABLE R602.10.4 TOP PLATE w `o Se 1 .-.. �, h ,eJ1 r 1T BRACING METHODS C�CI cC)1Irrror� (2'" = i?.1 '13" n�lil Continuous Sheathing Method C? SOLID SOLID BLOCKING BETWEEN SEAL i ROOF JOISTS/RAFTERS ATTACHED TO TOP D gRcy (�LI.�fIC� a! "r+ llt CONNECTION CRITERIA LENGTH OF BRACED WALL PANEL )1 THICKNESS SOLID BLOCKING BETWEEN PLATES 8d COMMON @ 6"OC ALONG 8cl r_omlrlo�� (2 /2°' x 0.1 .i1 "� nail METHOD, MATERIAL MINIMUM ICKNESS FIGURE v 1 ,�-;" 12 Fasteners Spacing RAFTERS/JOISTS ATTACHED TO TOP U PLATES 8d COMMON @ 6"OC ALONG W II A LENGHT OF BRACED WALL PANEL (I,00f); ,I, RSRS-01 (!� /u ` �1.11 �"� Exterior sheathing 6"edges 12" _ CS-WSP ale R602.3(3) field NyT 02 g 465 �O¢� nail (rooO 3/8" r. �r r F Continuously r � #" of NEB x' =f ;,+ t� rleo thing per Varies by r 8d common nail (2 1/2" x 0.131"); panelWw�d ictural �� :='r 22 il�lor fastener -- BRACED WALL PANEL CONNECTION 19/ <, _.. 1" or RS ZS�01 ; (2-'4i" x 0. i i3"} n,:rrl ' r2I TO PERPENDICULAR RAFTER/ ROOF JOISTS i 10d common (3"' X 0.148"') nail; car �/4 2 FIGURE R602.10.7 I " --- 1 / 8d (2 1�' '" 0.131 ") C9efC)r ITlecl nail END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING FIGURE R602.10.2.2 Other viall sheathingg LOCATION OF BRACED WALL PANELS FOR SI: 1 FOOT= 304.8 MM 1 /2" gcalVcrylll7eCl roofing trail, CONTINUOUSLY SHEATHED L� CONTINUOUSLY SHEATHE',D 1l2" s1'i C,C1l.li" 1 C�'IILI�C?S1C �Ilj�'r1 0� r"C 7�1 !'" Il£_'c3C� "lii;''r"x _,1,'WI`, or 1 11t�,` �011� ., BRACED WALL LINE I� BRACED WALL LINE 6 7 11 63 C_ 0 1 (� ga, rtapI-, ,�,�ith /1 �..l- oI- .1 oc' Uj cr`O�,N(1 co w W ao _L Co w � z BWL3 0- 1 /�� „ galvanized rc�ofin` nail, BWL2 BWL1 <--- --- --- - - � � cY-� 25 �� _,. 7 ��, , .',, ._ `T . i °° Q RETURN HOLD-DOWN O / 2 ,;.r�rctur,-rl cell )ic�sit 11`, head � filar I" 01- 1 /2 10119 � C i � t o PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT fiberboard l /_l sheathing 1 G t a. 5taplt� VJitll 7/1{" Or 1 " END OF BRACED WALL LINE END OF BRACED WALL LINE m END CONDITION 1 END CONDITION 2 crown V_ w o O 2 I CONTINUOUSLY SHEATHED 1 CONTINUOUSLY SHEATHED J 11 la" galwanized roofing nail; � I r BRACED WALL LINE r BRACED WALL LINE z z_ w z stable galvanized, z 3 1 /2'" gy PP-3Ljm sheathing i � ? I I o o Lv 11 /2" loner; 11/A screws, Type �Al � i � w _ _ ¢ o co U Q � = E 0 NQ o r- U r- m 1314"' alvat-lized roofing n,_til; _-- _-- _ _-- m A -m _j -I staple galvanized, 7 7 00 RETURN 48" MINIMUM BRACED WALL PANEL PANEL D FIRST BRACED M larwg; l`'l8" s� rC>t,�'.rc -;,i)E.} `� / OTE:CONTINUOUS SHEATHING ETHODS REQUIRE ALL FRAMED AT END OF BRACED WALL LINE 10' MAX WALL PANEL*SEE REQUIREMENTS PORTIONS OF THE BRACED * O O ors WALL LINE TO BE SHEATHED. END CONDITION 3 END CONDITION 4 N . m � o _• �.x; I t ?.�: g . x .'•'s•, ''-.t• .:Y.. n. � U O O . rat;,_ t ° , .; .:.-:, combination subfloor t idt v .<,� .. it o framing J N REQUIREMENTS ,J tC� clefcri"Inc�Cl " �":�.s 2�1 nail: Or CONTINUOUSLY SHEATHED - BRACED WALL LINE RETURN PANEL : 24" FOR BRACED WALL LINES SHEATHE WITH � WOOD STRUCTURAL PANELS 32" FOR BRACED WALL D O n6 12 LINES SHEATHED WITH STRUCTURAL FIBERBOARD D- �� 8c1 CUI1lI11Dr 1 (2112" 0.11 ") nail DISTANCE D : 24" FOR BRACED WALL LINES SHEATHED W TH U WOOD STRUCTURAL PANELS 32" FOR BRACED WALL z Q Z x LINES SHEATHED WITH STRUCTURAL FIBERBOARD p 8d cc�rrlr��on (2 /2"' �).131 ") nail; _ LIJ or G 12 I- - /g 1 HOLD-DOWN : 800 Ibs CAPACITY FASTENED TO THE EDGE OF THE < � 1.- 0 ON 8d deformed (21/2" x 0.120") n111 DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND w W w Z TO THE FOUNDATION OR FLOOR FRAMING BELOW ~ z W = = w CD 10d c+:)mmon (3" Y 0.148") nail; r•r a- J J < W Q CD w Q U (� Q f- o �.:) 1 i/ 1 6 12 HOLD-DOWN O DEVICE FIRST BRACED WALL PANEL DWG NO 4 ` 1 t ' ' ( 1-) " x 0.1 20 ") nc" ll END CONDITION 5 FOR SI : 1 INCH = 25AMM, 1 FOOT = 304.8 MM, 1 POUND =4.48 N 1 O a 13 TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1 .00 ADJUSTMENT FA0OR BRACED WALL LINE E BRACED WALL LINE F BRACED WALL LINE G ITEM NUMBER ADJUSTMENT BASE OP$TORY/SUPPORT NG CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS BRACED WALL LENGTH=12.6 BRACED WALL LENGTH= 12.6 BRACED WALL LENGTH =25.3 TABLE R602.10.3(1) BY THIS FACTOR] INTERPOLATED LENGTH 10'@ 5'= 12.6 @ 6.3'(2 STY.) INTERPOLATED LENGTH 10'@ 5'= 12.6 @ 6.3'(2 STY.) INTERPOLATED LENGTH 20'@ 5.0'=25.3 @ 6.3' B 1.00 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 MINIMUM TOTAL LENGTH (FEET)OF BRACED WALL PANELS=6.3 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 ONE-STORY C 1.20 AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) STRUCTURE D 1.50 ADJUSTMENT FACTOR 44D DOWN DEVICE=0.8 ADJUSTMENT FACTOR 44MD DOWN DEVICE=0.8 ADJUSTMENT FACTOR=H(DLD DOWN DEVICE=0.8 TWO-STORY B 1.00 OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS 1 EXPOSURE CATEGORY C 1.30 EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY=1.0 STRUCTURE D 1.60 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR>5'= 1.15 THREE-STOR B 1.00 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 STRUCTURE C 1.40 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 D 1.70 REQUIRED BRACED PANEL LENGTH= 1.0(6.3)X(1.0)X(0.85)X(0.95)X(1F.41j01 RED BRACED PANEL LENGTH= 1.0(6.3)X(1.0)X(0.85)X(0.95)X(1.6)RINBUIRED BRACED PANEL LENGTH=1.0(6.3)X(1.15)X(0.85)X(0.95)X(1.6)X 0.8 55 FEET 0.70 =6.51 <7.0 PROVIDED =6.51 <7.5 PROVIDED =7.48<8.0 PROVIDED ROOF ONLY 10 FEET 1.00 15 FEET 1.30 20 FEET 1.60 ALL METHODS 55 FEET 0.85 2 ROOF EAVE-TO-RID 3E ROOF + 1 FLOOR 10 FEET 1.00 HEIGHT 15 FEET 1 1.151 20 FEET 1.30 55 FEET 0.90 ROOF + 2 FLOO S 10 FEET 1.00 15 FEET 1.10 20 FEET NOT PERMITTED m U) 8 FEET 0.90 J Z Q 9 FEET 0.95 3 WALL HEIGHT ANY STORY 10 FEET 1.00 23-0 0 i ADJUSTMENT 14'-6" 36'-4" J 11 FEET 1.05 3'-0" 2-6" 3'-0" m 12 FEET 1.10 BWL 1 END CON ITION 1 E D CONDIT ON 1 BW__1 I Q NUMBER OF BRACED 2 1.00 - __ o 4 WALL LINES PER PLAN ANY STORY 3 1.30 O - �- - - - - - - - - - - - - I `r ( 4 1 1.45 p DIRECTIdiJ) > 5 1.60 I p I L ®[to I o FASTENED TO THE EN I00 . U 5 ADDITIONAL 800-PO ND TOP STORY ON STUDS OF EACH BRACE DWB, WSP, SFB - z WALL PANEL AND TO TH 0.80 PBS, PCP, HPS, I z W I SEAL HOLD-DOWN 'DEVI E FOUNDATION OR FRAMING 13ELOW o I o W I O o I ��REDi I (I I qRC r T T DWB WSP SFB a' Q I0�5 J��N K 6 INTERIOR GYPSUM BOARD ANY STORY OMITTED FROM INSIDE FACE 1.40 PBS, PCP, HPS, CS- FINISH (OR EQUIVALENT) OF BRACED WALL PANES WSP, CS-G, CS-SFB 5 0„ / I 6.0 coc a 4 INCHES O.C. AT PANEL EDGES, TEND CON ITI N 1 2'-0" 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOT OM 0.70 GB ,/ I END CONDITIO 1 o2g 6y 0 PLATES, AND ALL HORIZO TAL BWL 2 `- - `BWL 2B T y FASTENING JOINTS BLOCKED p - - - ---=- O - F OF NEB F- ' F- I o o \- - - - - - - � /� � z0 Lu \\ // I �� •� ( w \ / �x - - - - - - - - - - - - ® - - - - - - - - - - - - 0001 I \ N \ % I I co 0 LLJ 00 00 CIO I I z0 / \ I I O 0 / \ I I I ~ / \ z cy) z / \ O - - - - - - - -)` I U W o p ~ U Z p Z Q BWL 3 u W _ p z p >- ct� z z - - BvVL3 Q 0 91_011 z0 O END CONDITIOI$1 1 � Q END CONDITION 1 F- z i o 00 JI o IJ o Q N Q co I cfl U c>7 i m N W CO m . z O W z O I = i BVNL 4 2.4 2'-4 BWL 4 z0 Eli ND CONDITION 1 0 I-_END o El END CONDITI 1 p 0 23'-10" 13'-8" CD z F- w o N U U [ C, N p 0 U N 3: z 0 W J • co L? p 0 C BWL5 - - N z BWL5 _ _ _ _ _ W O O - - - - - - - - - - - - - - - - - - - - - - 3'-10" 3'-10" END CONDITION 1 END CONDITION 1 0 J z J z � = W U- -i < U) (� w co ( m > U- w - - - BRACED LINE 14-8II > w C N F- 0 J w N O� BRACED WALL PANEL O W w z U W � 0 t BRACED WALL PLAN (1ST FLOOR) 5- z 0 Q � c 0 0 BRACING METHOD : CS-WSP ( SEE DET.SHEET) 1/4"'= 1'-o° DWG NO a 11 1/3 BRACED WALL LINE 1 BRACED WALL LINE 2 BRACED WALL LINE 3 BRACED WALL LENGTH=23.0 BRACED WALL LENGTH = 14.5 BRACED WALL LENGTH =23.8 INTERPOLATED LENGTH 20'@ 5'=23.0 @ 4.34' INTERPOLATED LENGTH 10'@ 2.5'=14.0 @ 3.5' INTERPOLATED LENGTH 20'@ 5'=23.8 @ 5.95' MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=4.34 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=3.5 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=5.95 AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) ADJUSTMENT FACTOR*i0.0D DOWN DEVICE=0.8 ADJUSTMENT FACTOR=HiCILD DOWN DEVICE=0.8 ADJUSTMENT FACTOR=HiQLD DOWN DEVICE=0.8 ?::':" (.; It» '':'' r,�i,: WttS,"<' t i .:_Fg:t.,•i tT":J�=:" "LC't., s","^;: . '.s.� _ _ e .. OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY= 1.0 r r,._t ".* ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR 15'= 1.15 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR 15'= 1.15 ROOF EAVE TO RIDGE HT.-ROOF + 1 FLOOR 15'= 1.15 "A",7 g't`:!;; cT U;, WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 3r" ':.:':ems .°,':wt;r± :'i � .':`: `::' NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 NUMBER OF BRACED WALL LINES PER DIRECTION 6= 1.6 T: REQUIRED BRACED PANEL LENGTH= 1.0(4.34)X(1.0)X(1.15)X(0.95)X(1�(gI0tED BRACED PANEL LENGTH REQUIRED BRACED PANEL LENGTH f'ti 6.0=6.0 PROVIDED =1.0(3.5)X(1.0)X(1.15)X(0.95)X(1.6)X 0.8 = 1.0(5.95)X(1.0)X(1.15)X(0.95)X(1.6)X 0.8 -4.88<5.0 PROVIDED `'� k;: ._.•.i!?. ,�+» �' =8.3<9.0 PROVIDED ° BRACED WALL LINE 4 BRACED WALL LENGTH 13.6 INTERPOLATED LENGTH 10'@ 5'=13.6 @ 6.75' (2 STY.) : - •• � ! {`�� - i y MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS 6.75 BRACED WALL LINE 2B i^ ,_..,, rr r• Y^,:.S :.�x.�ii', "` &Fty•rv. ,f,r,. �, {. t 6 fib" trwr ;w°„E ;' i',.,.L . �' >A'ST7E a T<.iy' A ( LINE 5 = ' ;, .tip..„_,�.��,, `:' ,�±:: `• :.,-:� •��: S PER TABLE R602.10.5 CS-WSP METHOD) BRACED WALL BRACED WALL LENGTH 36.3 ,:,�,.i.EL;T�21C � INTERPOLATED LENGTH 40' 1::t,,',C^z ADJUSTMENT FACTOR*100D DOWN DEVICE=0.8 BRACED WALL LENGTH= 14.6 @ 9.0'=36.3 8.1' k t t','iTHa @ "8 = E t 1 � Tr'" ' ` MINIMUM TOTAL LENGTH FEET OF BRACED WALL PANELS=8.1 Ts.�,��t_"" r? j !S7}yEr' *t f . ._ : ':rat rr� I :.� OTHER AD GTH10'@5'= 14.6@7.3'(2STY.) (FEET)�-' '�=` R ADJUSTMENT FACTORS INTERPOLATED LENGTH S.. ..-�._.I•is,:`.• ,t�'..•.xs:•.r,i"•:.`�at' ,4.al Y`'.•"-C,�,.' �'...5.".`i l' :i � ! •' '^. •.s 'i { i 0 ! Si'*'ER',,*0' 5,`•T EXPOSURE CATEGORY B-2 STORY= 1.0 AS PER TABLE R602.10.5 CS-WSP METHOD - f j ' � C'�1";'C'.';,i.��.:.,:;�q:?!" ;?•I:',;=.T`r-;; �. # *;;:, { `� MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=7.3 ( ) "L ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 ADJUSTMENT FACTOR=HIMD DOWN DEVICE=0.8 I 1":f:s;Ct�F:•,A:;L t ';,E - •.,, i AS PER TABLE R602.10.5(CS-WSP METHOD) WALL HEIGHT ADJUSTMENT-ANY STORY 9'=0.95 OTHER ADJUSTMENT FACTORS !I 'IO.J:::.E:;'"� 4'CR,AI�"!.:d'< �"�','E,R ,`,I"iq"I": .� ±� „„ x � @ ADJUSTMENT FACTOR=HCkLD DOWN DEVICE=0.8 f {r y `"'""`' `` '`�"`.; '_r _ NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 EXPOSURE CATEGORY B-1 STORY= 1.0 t t) f,. `'l y.�i �''. - `.,J..) : ..T 4.:�'_' ...[1:�' «"`- }.;:.. '�f",1��• ti �r1 ,SI.nP "(•',: ...s..._.4-�.: 7 - _�� .. `' i 7 !'( t.«�5r '4;..'.`: 'L._i..-..� a.,' f :::1I�f..ia,.�:""'.?. ' §f OTHER ADJUSTMENT FACTORS a' f, +.`,'�.•;..; cA;`�N��•�,< o�,ey.t;',� �•.•;-'L', �`:.;;'�OB.O:�::='��_� PtT_. 1, ROOF I"<<„'-I`L. � RE UI .� y ;., ,t.V ,•; , • ,c I°{ Q RED BRACED PANEL LENGTH= 1.0(6.75)X(1.0)X(0.85)X(0.95)X(1 �RE CATEGORY B-1 STORY= 1.0 ROOF EAVE-TO RIDGE HT.-ROOF +1 FLOOR<5'=0.85 E `'•` •``" TYP. ``�•.• �- { ! =8.7>5.0 PROVIDED WALL HEIGHT ADJUSTMENT-ANY STORY 9'=0.95 ' p D , 2 , g->o ; � ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 @ 1 4 d, ,.Y E.1 M1lJ.;,,,.�a� 4 t o 3 ....3 T ' I,,I.- I E '+' I y' E,} ;� E ; T.•r :r -; p;. ;ra r, (''?"E" .r.t J`•`r:.r•TL O ff WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 NUMBER OF BRACED WALL LINES PER DIRECTION 4= 1.45 I Io'1!,k:'=ti C: '+•' F; j 4 NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 REQUIRED BRACED PANEL LENGTH =#ws��� P��;�I •.kz-, �-r�:�-:. � �,.�.,, �I�r� �:°, BRACED WALL LINE A 1.0(8.1)X(1.0)X(0.85)X(0.95)X(1.45)X 0.8 I ;;, .; �;- • -- �" REQUIRED BRACED PANEL LENGTH SEE PFG PORTAL FRAME @ GARAGES = 1.0(7.3)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 =7.58<8.0 PROVIDED •A`- __ -, � ,, � s =7.5<7.6 PROVIDED Z BRACED WALL LINE B BRACED WALL LINE C BRACED WALL LINE D _ - --" t Y• _ ' "" BRACED WALL LENGTH 10.0 BRACED WALL LENGTH=6.6 BRACED WALL LENGTH=6.6 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS= 10.0 INTERPOLATED LENGTH 10'@ 5'=3.(2 STY.)3 @ 6.6' INTERPOLATED LENGTH 10'@ 5'=3.(2 STY.)3 @ 6.6' co AS PER TABLE R602.10.5(CS-WSP METHOD) MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.6 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.6 C/) Q ADJUSTMENT FACTOR#IQDD DOWN DEVICE=0.8 AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) p N OTHER ADJUSTMENT FACTORS ADJUSTMENT FACTOR HOL®DOWN DEVICE=0.8 ADJUSTMENT FACTOR HOUR DOWN DEVICE=0.8 - o EXPOSURE CATEGORY B-1 STORY= 1.0 > t '"� t ` k r71t�`,' OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS w o..,._,.. r t S�r - ` ' ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR 15'= 1.15 EXPOSURE CATEGORY B-2 STORY= 1.0 EXPOSURE CATEGORY B-2 STORY= 1.0 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 For SI: 1 inch = 25.4 Illm, 1 foot = 304.8 nim. NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 SEAL REQUIRED BRACED PANEL LENGTH= 1.0(10.0)X(1.0)X(1.15)X(0.95)XUOT lKM OF BRACED WALL LINES PER DIRECTION>5= 1.6 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 D =13.9<10.0 PROVIDED REQUIRED BRACED PANEL LENGTH=1.0(6.6)X(1.0)X(0.85)X(0.95)X(1.6))RH.QUIRED BRACED PANEL LENGTH= 1.0(6.6)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 0�CD FIGURE RG02.70.6.3 J =6.82>6.6 PROVIDED =6.82>6.6 PROVIDED METHOD PFG-PORTAL FRAME AT GARAGE DOOR OPENINGS 1N Sr_ISI~,,IC rF-IC " � "TS & B AND C� � N'9J 02g 85 �0 F OF NE`N - - - --NUv1B€Z-0FRRACMVML�LVIE5_PER0ff=T "3_ T:6 - - I - - - - - -- - - - - - - - - - - - - - - - - - - - -{ - - - - - - - - / \ 00 w C-) I- I� w W �/ \\ 00 0 :: 00 M r � � CC) W o z -1 ❑ o � z i I cn D � ii / \ CD O Q co N Q N W •- CO - - - - - - - - - - - - - - - - 0 _ _ _ _ _ BWL 3 z O `- �_ z O Z ti O ~ ❑ W co� o `° o U U ° N z z J w ❑ o W J z 0 ELw � - eO :DBWL4 BWL4 z r W p 2'-5" O o � END CONDITION 1 END CONDIT19PV o w O II co 0 z co 131-811 ti V o U ❑ 0 J Q cn z LL- W w BRACED LINE BWL 5 "' BWL 5 v !!Jnn w N BRACED WALL PANEL -Wi z v S = LL1 O BRACED WALL PLAN (2ND FLOOR) 3'-10° 3'-101, ° W -1 z c W i END CONDITION 1 END CONDITION 1 z U Cn Q ~ BRACING METHOD : CS-WSP ( SEE DET.SHEET) 1/4"= 1'-0" w - DWG NO J I I j C° 14'-8" >m CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA BLOCKING @ ENDWALL GENERALNOTES [REFER TO TABLE R301.2(1)OF TM20 INTERNATIONAL RESIDENTIAL CODE WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN DESIGN NNUA RIDGE-PLATFORM FRAMING ONLY GN GROUND DESIGN UNDERLAYME T HAZARD FREEZIN TEMP GENERAL: SNOW LOAD SPEE RAOPHOIC BO NEBOS NE CATEGORY 'WEATHERING F D S TINE TERMITE TEMP REQUIRED INDEX L 7- MPH 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING 1 MILE B 3 FEET MODERATE 15° YES CONTACT 599 51° DEPARTMENT. 20 PSF 13(Yult NO FROM OAST E SEVERE BOF TO HEAVY BLDG DEPT 2. ALL WORK SHALL CONFORM WITH THE 2020 R.C.N.Y.S. AS WELL AS ALL OTHER CODES INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET REFERENCED THEREIN, AND LOCAL BUILDING CODES. ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2020 MCNYS 309.1)SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING,MINIMUM 75 DEGREES COOLING ATTIC 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE DURING THE COURSE CIF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP 15,DRY BULB 89,WET BULB 75(2020 PCNYS APPDX D)ALSO AS PER 2020 RCNYS CHAPTER 16 SECTION 1609 AND ON THESE PLANS SHALT_CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY ASCE7-WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B.USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND. BLOCKING 2 BAYS THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND BACK @ 4'-0"O.C. CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS J J ARISING THEREFROM. 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS MINIMUM UNIFORM DISTRIBUTED DESIGN LO DS ALLOWABLE 3 FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. STRUCTURAL MEMBER DEFLECTION [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE] SECOND FLOOR Q 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. RAFTERS HAVING SLOPES GREATER TH11 L/180 Z USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO W L 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT EXTERIOR BALCONIES 60 psf 10 psf RAFTERS TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, 40 f 10 psf INTERIOR WALLS AND PARITIONS H/180BX BLOCKING 2 BAYS U3� -L/3 DECKS psf �18•, BACK @ 4'-0"O.C. AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. FLOORS AND PLASTERED CEILINGS L/360 X PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN I I 7. OW JER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, ) 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 I I CER FIFICATES, CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L. APPROVAL. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PIT H 10 psf EXTERIOR WALLS WITH PLASTER OR INTERIOR ZONE ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FINISH H/360 X48XgX I NO NOTCH I p ' 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS D/6 MAX. �pERMITTED� FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS--WIND LOAD WITH L/240 �� PERIMETER ZONE FIRST FLOOR CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES I I "MAX. WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS WITH L/120 NOTE: GABLE WALL FLEXIBLE FINISHES 1.FOR GABLE ROOFS 10*TO 45'PITCHES (EDGE ZONE) BLOCKING 2 BAYS 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND GUARDRAILS AND HANDRAILS BACK @ 4'-0"O.C. 200 psf 10 psf IS RESPONSIBLE FOR DESIGN INTENT ONLY. ROOF LOADING(LIVE=GROUND SNOW LOAD 12 psf FOR NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. 2.SEE FASTENING SCHEDULE A FOR NAILING FLOOR JOIST-CENTER CUT 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf ATTIC IN EA.ZONE 15 psf FOR a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 BE REMEDIED AT ONCE: REGARDLESS OF ANY PREVIOUS INSPECTIONS. RESIDENTIAL CODE OF NEW YORK STATE) TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF OF THE DETERMINING DEFLECTION LIMITS HEREIN. Z ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS D THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS TO BE FOLLOWED. J 12. IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED D/3 MAX. CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION NAILING AND STRAPPING **ALL STRAPPING TO BE l-�4 x 16 GAUGE STL ** m v7 Q THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. "SINIPSON° EQUIVALENT - CS16Z (COILED STRAP) 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. Z 12" MIN. BEARING N 14. WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SEC. R701 AND INSULATION > co co SHALL BE IN ACCCORDANCE WITH SECTION R316. SUPPORROM FLOOR JOIST-END CUTS w 00 o 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND CDEXTERIOR WALL CO VERING SHALL BE IN ACCORDANCE WITH SECTION R703 16.THIS PROJECT COMPLIES W/THE 2015 INTERNATIONAL RESIDENTIAL CODE AND MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AT RAFTER TO RIDGE CONNECTIOf@ EACH SEAL D 12 PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, FOR STRAP- a $d COMMON NAILS @ EA.END OF STRAP D ARcy� ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 SIMPSON STRONGTIE FOR NOTED COLLAR/CLG TIE- a 14d COMMON NAILS @ EA. D/3 MAX. N K ALTERNATE H7Z 0 CARPENTRY: COLLAR TIE ___ 1. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLESS OTHERWISE NOTED ( U.O.N.) AT RAFTER TO TOP PLATE TO STUD GONNEGTIO(@ 16"O.C. FOR STRAP- $ d COMMON NAILS EA.END OF STRAP II � @ RAFTER CEILING JOISTS i 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) �WFLEt�NIATE FOR TOENAILING-.5 $ d COMMON NAILS II�r€€ FOR C.J.TO R.R.- 11 16d COMMON NAILS(FOR 5 PITCH) NET 02 g 4 65 �0 3. SILLS TO BE FLASHED (TERMITE SHIELD)W/SILL SEAL. SILL TO BE A.C.Q. WOOD 2 15d COMMON NAILS(FOR 8 PITCH) 2-2"X 6" U.O.N. FOR C OF EA.PLATE TO PLATFORM ABOVE- J 1Sd COMMON NAILS @ 16"O.C. OF NEB D/3 MAX. 4. ALL JOISTS HANGERS;TO BE "TECO" OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) r AT STUD To FLOOR ASSEMBLY TO STUD CONNECTl�l16"O.C. 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N.) s jONI Y APPLICIABLE FOR T1IN�0 STORY CONFIGURATIONS): 7. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. FOR STRAP- $d COMMON NAILS @ EA.END OF STRAP 2 IN.MIN.FROM TO FOR OF EA.PLATE TO PLATFORM ABOVE&@LC OF EA.PLATE TO AND BOTTOM OF JOIST 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ ALTERNATE PLATFORM BELOW 1 16d COMMON NAILS @ 16"O.C. MODELS NUMBERS ON PLANS. CONFIGURATION PIPE OR CONDUIT D(ACTUAL DEPTH) 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY ESCAPE. IN CONFORMANCE WITH 2O15 I.R.0 CODE SEC. R310 MIN OPENING OF 5.7 SQ. FT (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ AT STUD TO FLOOR ASSEMBLY TO SILL PI ATE($)GONNEGTIcM 16"O.C. CUTTING DRILLING AND NOTCHING DETAIL MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED � 1 FOR STRAP- -a $d COMMON NAILS @ EA.END OF STRAP FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. OF JOISTS FOR C,OF EA.PLATE TO PLATFORM BELOW- 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. 1Sd COMMON NAILS @ 16"O.C. ALL GLAZING SHALL COMPLY WITH SECTION R308. 11. STAIRWAYS SHALL 13E DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 12, MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE "SIMPSON"LTP4 INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS COMPRISING (OR EQUAL) ELEIAENTS OF THE BUILDING THERMAL ENVELOP[ACCORDANCE WITH SECTION N1102. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. 00 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION ELECTRICAL: 1. ALL. NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2020 SI/ag ON GRADE APPLICATION:@ 32"O.C. RCNYS SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. r• ' ' FOR ST,:AP- � $d COMMON NAILS @ EA.END OF STRAP 00 Y w LLJ �'. �� = 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION :'..;. t:; FOR CLOF EA.PLATE TO PLATFORM BELOW- 1 1Sd COMMON NAILS00 p�0 U OF WORK. @ 32"O.C. - 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 AND LOCAL BUILDING DEPARTMENT. DETAILS `9 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION R314. *TYPICAL SECTION* ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. M 6� co LU r O Z ~ FOUNDATIONS, CONCRETE AND MASONARY: TABLE R301.2.1.2 Q > r J r 1. ALL FOOTINGS TO 13EAR UPON FIRM,VIRGIN, UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE z FOR WOOD STRUCTURAL PANELS a,b,c,d NOTE � Z � Z 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (1)TON /SQ. FOOT. ALL STAIRS, HANDRAILS& NAILING & STRAPPING an EXTERIOR WINDOW/DOOR HEADER RAILINGS SHALL COMPLY 3. FOOTINGS TO REST A MIN 3'-0" BELOW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO ' W/RCNYS SEC. R-311 � � C) � (V RISE MAX) 4. WELLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON FASTENER SPACING INCH��) o LU C- PLF,NS. (U.O.N.) � TOP PLATE � W N m r 5. NC BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF FASTENER 4 FEET< 6 FEET< FR! MING OR PROPER BRACING IS IN PLACE. TYPE PANEL SPAN PANEL SPAN PANEL SPAN <4 FEET <6 FEET <8 FEET FASTENING SCHEDULE B 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. BORED HOLE MAX. 7. ALL OPENINGS FOR.GS FLUES, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. No. 8 WOOD SCREW BASE ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW O ENING DIO S PERCENT ANCHOR WITH 2-INCH OF STUD DEPTH-," ALL GIRDERS WITH 13EAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ EMBEDMENT LENGTH 16 10 8 A (IN ACCORDANCE WITH WFCM z !` SIDES AND ENDS. U.O.N. 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF No. 10 WOOD SCREW BASED a O NOTATION z w HARDWOOD OR STEEL HANDRAIL 5/8"MIN.TO EDGE U Cn j 3,0�10 P.S.I. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. ANCHOR WITH 2-INCH 16 12 9 D OPNSROU H A B c D E F � 3,500 P.S.I. GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. EMBEDMENT LENGTH W/1 1/2"MIN. FINGER CLR.AND NOT ' p TO PROJECT MORE THAN 4.5" p Z J � 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH B E �'-o" 2 1-2"x 4" 1 1 1 1 O 5/8"MIN.TO EDGE W -J - MINIMUM 6MIL. POLY.V.B. (@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. %4-INCH LAG SCEW BASE C FROM THE WALL. ANCHOR WITH 2-INCH 16 16 16 0 NOTCH MUST NOT a' 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. EMBEDMENT LENGTH �'-o" 4 1-2"X 4" 2 2 2 2 w � EXCEED DE T -O 11. BRICK VENEER TO BE ANCHORED W/ (1)WALL TIE EVERY 32" O.C.VERTICALLY AND 2-2"x a" _ STUD DEPTH W EVERY 18" O.C. HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE (6'0" 6 -or-- 3 3 3 3 F I I W/WEEP HOLES @ 4'-0"O.C. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 2-2"x a" BORED HOLES SHALL NOT BE O HOLE IS BETWEEN 40°r/o AND 60% C� W $'_0" 8 -oa-- 3 3 3 3 LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE Z J Z U 12.APPLY (1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. 2 X 6 SECTION OF CUT OR NOTCH IN DOUBLED AND U MORE THAN TWO - - 9' WOOD STRINGER, STUD SECCESSIVE STUDS ARE DOUBLED --� � C� � � FROM FOOTING TO 2"ABOVE FINISHED GRADE, UNLESS WET SITE CONDITIONS EXCEED b.Fasteners shall be installed at opposite ends of the wood structural panel. 10'-0" 10 2-2"X 6" 4 4 4 4 v c.Nails shall be 10d common or 12d box nails. M TREADS, &RISERS AND SO BORED Lij L<L � CODE LIMITS. d.Where screws are attached to masonry or masonry/stucco,they shall be 1I2'-0" 12 2-2"X 6" 5 4 5 4 W 13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. attached utilizing vibration-resistant anchors having a minimum ultimate :' W a. ~ CN withdrawal capacity of 490 pounds. a° ~ J w CV PLUMBING, MECHANICAL, FUEL GAS, A/C: _ NOTE:CONDITION FOR EXTERIOR ANDBEARINGWALLS. U ° 1 1/4"NOSING > Z _ = W � 1. PLUMBING TO COMPLY WITH 2O20 I.P.C,2020 I.M.0 AND 2020 I.F.G.C. P�E 3 BUILDING PLANNING SECTION R301 DESIGN a :a° : JACKS& UNDNGSER W J Z W Q AND THE BUILDING DEPARTMENT. WRAPPED UNDER DRILLING AND NOTCHING DETAIL STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%"AND A MAXIMUM '. ° ,rt. SILL PLATE **MINIMUM WIDTH OF STAIRS TO BE 3' 0" o Z U (/) Q I- CD OF STUDS 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S. REQUIREMENTS. SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY 3. PLUMBING, MECHA NICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL I LL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT STAIR DETAIL DWG NO T� SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), MENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN N.T.S. AND FUEL GAS CODE: (CHAPTER 24)OF 2020 RCNYS VISIONS OF THE 2020 I.R.C. 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS a V SV CAST IRON BELL.(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. 5. THE EX. HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 3CALE:1•_to,-0• n (3'i-tlI GENA8 £ZQZ Z 03J VA 14 SHIP YARD LANE 1! PA �� w� S 35'41' 30" E L150.00' DRAWINGS . 629.16' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I i I VA P, I 1 TITLE SHEET i --sill w i 2 FOUNDATION PLAN > ! Lci ID i I I NEW PAVED I 3 FIRST FLOOR PLAN ® DRIVEWAY i 14.6' N 29.8' o I 4 2ND FLOOR PLAN I r o FRONT PORCH ao 46.2 0 04 °)2.0 2.0 M 13.6 (o m co 6.3' 11.3' M 23.8'5 ELEVATIONS I ' 2 STY. I ( PQ �- 6 ELEVATIONS I N °#2060 N i 73.8' I I 7 SECTIONS & RISER � REAR PORCH Ein 6 1 STY. 0i C.E. NOTE: 32.3' 23.1' 6) THIS PROJECT COMPLIES WITH THE 2020 RESIDENTIAL CODE OF NEW YORK Z STA I I 8 DETAILS I i i 9 TABLES & DETAILS ZONING CALCULATIONS I ' SEAL LOT AREA: 44,004.00 S.F I ! � N K / 10 TABLES & DETAILS � FIRST FLOOR: 2,380.00 S.F(A) SECOND FLOOR : 1,742.00 S.F(B) FRONT PORCH : 332.00 S.F(C) � I I N � 11 BRACING PLAN . REAR PORCH : 307.00 S.F(D) N I y 9465 O� LOT COVERAGE(A+C+D): 3,019.00 S.F.(7.5%) I OF NE LAN F.A.R. (A+g+C+D): 2,350.00 S.F. (11.9%) W I I N 12 BRACING P PROPOSED HEIGHT: 28'-10" 0 I I PROPOSED NO. OF STYS. : 2 zo a 13 TABLES & DETAILS SECTION: 36 BLOCK:7 LOT:9.004 U ' 0- I o Z I N ! LO LO REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION I rA PRE-ENGINEERED WOOD CONSTRU CTION AND/OR TIMBER CONSTRUCTION 1 ENERGY COMPLIANCE SECTION 1265.4 SIGN OR SYMBOL TOTAL UA OFF TRADE (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL ( ) METHOD ( ' STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL.BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. G I enerated by REScheclt-Web Software (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE 2020 IECC RESIDENTIAL ENERGY EFFICIENCY CODE I EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: Compliance Certificate (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS ' 00 OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. CO y Y CO F-- SEC.C501.1: SCOPE-ALTERATION COMPLIES WITH PROVISIONS OFSECTION C501. I I` U THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND SEC.C501.4: COMPLIANCE-COMPLIES w W Project NEW SINGLE FAMILY RESIDENCE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE 00 _ SEC.C501.5: REPLACEMENT MATERIALS-MATERIALS PERMITTED FOR NEW CONSTRUCTION TO I I U 1 AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN BE USED. Energy code: 2018 1ECC I 00 A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER SEC.C502: ADDITIONS-NOT APPLICABLE. ConstLocation: Suffolk County,New York I EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE SEC.C503: ALTERATIONS Project Type Type: Single-family SEC.C503.1: GENERAL-NEW CONSTRUCTION COMPLIES. Project Type: New Construction I I r EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A ConditionedlFloorArea: 1,940 ft2 Glazing Arei SEC.C503.2:CHANGE IN SPACE CONDITIONING-NOT APPLICABLE LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER SEC.C503.3: BUILDING ENVELOPE-COMPLIES WITH SECTIONS C402.1 THROUGH C402.5 4 (5 I Climate tore: 4 999 HDD) EMERGENCY AT THE RESIDENTIAL STRUCTURE. SEC.C503.3.1: ROOF REPLACEMENTS-COMPLIES. Permit Date (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF SEC.C503.3.2: VERTICAL FENESTRATION-NOT APPLICABLE. Permit Nurroer: I OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE SEC.C503.3.3: SKYLIGHT AREA-NOT APPLICABLE. SEC.C503.4: HEATING AND COOLING SYSTEMS-NOT APPLICABLE. I rn OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL Constructoin Site: Owner/Agent: Designer/Contractor: SEC.C503.4.1: ECONOMIZERS-NOT APPLICABLE. 2060 Shipard Lane Emmanuel T.Addy R.A. 1AVE BEEN AFFIXED. SEC.C503.5: SERVICE HOT WATER SYSTEMS-NOT APPLICABLE. East Marin,NY 11939 TDGI 3)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART SEC.C503.6: LIGHTING SYSTEMS-NOT APPLICABLE. 125 Architects I W 00 257 Udall Road ND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL'THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY Bay Shore,NY 11706 I I 6318887318 � (,IANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE MANDATORY REQUIREMENTS tehnaddy@aol.com Z E3N OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, VhRN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE SEC.R401.3: CERTIFICATE-SEE CERTIFICATE ATTACHED TO BE POSTED AS PER CODE. I I Z W Z SEC. R402.41:EC. R402.5: MIR LEAKAGE AXIMUM FENESTRATION U FACTOR AND SHGC- Compliance _ OiOTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY S p-SEE DETAIL SHEETa n%B Better Code( ` t Maximum UA: 348 Your ILIA: ' -�� W OK HE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT 3az Maximum SHGC: 0.40 Your SHGC: 0.37 i 11 Q The%Betteor'Wom Than Code Index reflects how close to compliance the house is based on code trade-off rules. I I = Q O MAXIMUM FENESTRATION U-FACTOR,0.35(VERY.FENESTRATION) it DOES N°T�rowitle an estimate of energy use or cost relative[oa minimumtode home. MA HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS MAXIMUM FENESTRATION U-FACTOR,0.55(SKYLIGHTS) U) TO IREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. SGHC U-FACTOR,0.25 Slab-on-gBd etradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade I O ~ (E)TIE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER SEC. R403.1: HVAC CONTROLS-N/A(EXISTING) assemblyn ve specified climate zone must meet the minimum energy code insulation R-value and depth requirements. � - I " � LO >- CONTRUCTION SHALL.COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT-N/A(NO NEW HEAT PUMPS). - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - _I N W m OF A; SEC. R403.3.2: DUCT SEALING-N/A(MINOR DUCTWORK) lor� IRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND Envee Assemblies N 35 1 30�� W 150.00' Rol 1 SEC. R403.3.3: DUCT TESTING-N/A(MINOR DUCTWORK) OF TI-z SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS-NO BUILDING FRAMING CAVITIES IN COOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. TO (2)THI SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, BE USED AS DUCTS OR PLENUMS. xJ. THAT i SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION-R:3 MINIMUM INSULATION AROUND Ceiling:flat Ceiling or Scissor Truss �1,76438.0 �0.0 0.030 0.026 53 46 OR DEAL. PIPING. Ceiling 1 Cathedral Ceiling 684 30.0 0.0 0.034 0.026 23 18 3 THFSIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE SEC. MATTR403. .0 HEATED WATER CIRCULATION&TEMPERATURE MAINTENANCE SYSTEMS- wail:AUTOMATIC CONTROLS Wall:Wmd Frame,16"D.C. sss 13.0 5.0 0.057 0.060 40 az CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: TEMPERATURE SENSORS AND PUMPS TO BE ACCESSIBLE.MANUAL CONTROLS TO BE Door.Scid Door(under 50%glazing) 40 0.280 0.320 11 13 O (i)IF THi RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE READILY Window:wood Frame PLOT PLAN W m SHGC:).401 116 0.300 0.320 35 37 DESIGN/TION SHALL BE"V"AND ACCESSIBLE. V V O(il)IF THERESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE SEC. R403.6: MECHANICAL VENTILATION-NO NEW MECHANICAL VENTILATION. wall s:wood Frame,16"O.C. 724 13.0 5.0 0.057 0.060 37 39 Z J N SEC. R403.7: EQUIPMENT SIZING&EFFICIENCY RATING-NEW EQUIPMENT SHALL HAVE AN Door 1:Solids Door(under 50%glazing) 20 0.280 0.320 6 6 - W --I DESIGNA)ON SHALL BE"I","II","III","IV",OR"'V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE EFFICIENCY RATING SCALE: 1 - 20-0 Window 1:Wood Frame STRUCTURE UNDER SECTION 602 OF THE BCNYS. EQUAL OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THIS SHGC:0.40) 54 0.300 0.320 16 17 i 4 THE SIG'4 OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS S LOCATION. ( ) ( ) Wall 2:Wood Frame,16"D.C. 724 13.0 5.0 0.057 0.060 41 43 CONTAINING TRUSS TYPEwindow CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SEC. R403.8: SYSTEMS SERVING MULTIPLE SWELLING UNITS-NO MULTIPLE SWELLING UNITS. W STRUCTURAL COMPONENTS AS FOLLOWS: SHGC: O SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS-NO SNOW MELT AND ICE SYSTEMS 0:Wood Frame NOTE - 0.401 10 0.300 0.320 3 3 W r PROVIDED. walla:Wood Frame,16"o.c. 664 13.0 5.0 0.057 0.060 28 30 LLl II (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; SEC. R403.10: POOLS&INGROUND PERMANENT SPA ENERGY CONSUMPTION-TO COMPLY WITH SURVEY DATA HAS BEEN TAKEN FROM A SURVEY C7 C7 W (ii)"R"SHALL MEAN ROOF FRAMING;AND SEC. R403.10.1 THROUGH SSG :Glass Door(over 50%glazing) Z J Q SHGC:0.32 120 0.280 0.320 34 38 PREPARED BY:CITY BOROUGH LAND SURVEYING PLLC Z U I (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. SEC. R403.10.3 . J � � � r- (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN SEC. R403.11: PORTABLE SPAS-NO PORTABLE SPAS Project Title:NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 59-43 57TH ROAD, MASPETH, N.Y. 11378 _J OR SYMBOL,OVER THE:LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SEC. R404.1: LIGHTING EQUIPMENT-MINIMUM 75%OF LIGHTING TO BE HIGH EFFICACY LAMPS. Data filename: Page 1 of10 W Q G 5 SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS- LL NO FUEL GAS LIGHTING LJJ C) SIGN OR SYMBOL. EQUIPMENT. Q J Z N o W w Z_ W FLOOR ROOF a Z U (n Q QI 0 V F R BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. DWG NO a 1 13 I _- 14-16d COMMON NAILS (BEAM) NOTED ON PLANS •MMON NAIL SIMPSON STRONG-TIE 14-16d CO (POST POSTING AS NOTED 73-10" ON PLAN 14'-61I 23'-2" 32'-4" 3'-10" Simpson Strong-Tie AB 0 e NOTE! 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 1 • POSTS ABOVE. DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 5'-10" 11'-6" 5'-1 0" X-X 1_ II " :•.,;" :'' STAIR WELL OPENING. _ _ _ _ _ _ _ 2"MINIMUM 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS it 8001b 8001b T 77 SIDECOVER L.V.L., GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO HD 28 7 2117 HD I I-- — — — — — — — —I FOUNDATION, FTG'S,AND OTHER STRUCTURAL — — — — — — —— — — — GIRDERS OR HEADERS AS NECESSARY. — — POST CONNECTION DETAILS 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS I 60 FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 11'-10" I FCD I ( SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED PROVIDE 50 GAL. T PROVIDE 10" PROVIDE 8" PROVIDE 16"X8" I PORCH'S. (ETC) o P.C. FND. WALL DRYWELL 10 I 21 6 P.C. FND. WALL 10 I I P.C. FTG. SLAB ON GRADE 11 " �n PROVIDE CELLAR ENTRY STEPS PROVIDE 20"X10" NEW REINF. 4" P.C. SLAB ON GRADE W/66-1010 WMM o I rn rn o� (- P.C. FTG. OVER 4"GRAVEL T i L- oo I I (2500 PSI) °O Y-Y L001b 800lb WINDOW NOTES & SPECIFICATIONS 11 o� o RIS RS 8 I/4" AX. ( F.D.' ' 6-0 6-� o cr, r, T �EACS @�" IN. UP 8R \ / I E HD 2668 _ T_ _ (2)2"X10" *WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) � 8001b � -- y—' (2)2"X10" **THIS WINDOW MUST BE TEMPERED SAFETY GLASS ZO HD — - — - —I— — - — - — 0 8001b G.P. L G P co I - „ - „ 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY � > r 3 2 14 9 ESCAPE. IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SQ. FEET w STEP FND. HD I _ _ � I N CO a' I I PROVIDE GALV. MTL. o (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ -' M F-- TERMITE SHIELD W/ ( LO MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED PROVIDE A 12' DROP @ ND. U BL. FL. JST . -u 'n u O _ FOAM SEAL SILL SEAL —@ O.H.G.D. OPENING o ( _ _ �j FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. SHOWN HATCHED (TYP.) I � F T � X i I O I I r` 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES ��RED ARc U I + I N UP 12R I o co 3.ALL WINDOWS t�U'ST HAVE A U-VALUE AS PER THE LATEST IECC ��J� N K00 - I I U_ O L � J N � I IN n IT o CD co 77 _- r x UNFINISHED BASEMENT � Z " .. T r _ - P OVIDE 5/8 ANCHOR BOLTS c~n I NEW REINF. 4" P.C. SLAB 12" FROM FND. ENDS&36" I to I N ON GRADE W/66-1010 WMM _j 00 I � MAX. O.C. co 0294 5 Q- 10"I 11'-6" 11'-6" 10" I LL I OVER 6 MIL. VAP. BARRIER L� cn i LL I -9), 2 s 4 y0 oo OVER 4"GRAVEL m W m OF NEON o f (3500 PSI) o I _ 1 NOTE PROVIDE SMOKE DETECTORS • I T-11' 7'-0" 6'-8" 6'-8" 5'-5" T-4" N 7'-4" 10" �* CARBON MONOXIDE N 8001b I N --- HD L _ ___I I I _ _ _ I AS 2020 RCNYS ALL DETECT S N N I I Cl)cu N ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE TREATED LUMBER. DETECTORS TO BE HARDWVIR s (2)2"X10" HDR (2)2 X10 DR � � (2 2 X10 HDR � � (2)2 X10 HDR � � � � (2)2'X10 HDR � � (2)2 X10 HDR � — F — — —i— — - — _+_ _ �-• — - — - — +—♦ —�— I - — -I- --- — - — - — --4 - .-1- - — - — - — _ &INTERCONNECTED SLAB ON GRADE I .P. L — J L — J L — J L — J (2)2"x10 " HL DR J L — J G.Pco NEW REINF. 4" P.C. SLAB 24 X24 X12 DEEP c~n � I ~ON GRADE W/66-1010 WMM 4' DIA. OVER 6 MIL.VAP. BARRIER P' J U P.C. FTG. STL. POST �j O o OVER 4" GRAVEL I I °' u O TYP. FOR 9 (TYP. FOR 9) U_ p _ _ ( ) PROVIDE 5/8"TYPE "X" co T (3500 PSI) o FD o (0 GYP. BD. ON CEILING o ��` o I- T I I X j� ���11 ABOVE ELEC. V N BATH (V V S.D. N N C.M. s o. 75 CFM TILE PROVIDE 24"X30" DET. Im 10" CRAWL SPACE ACCESS 48'411 10" - STEP FND. CD 8001b 3�4 hr. O — T 8o D TABLE R401.4.1 - -H� - HD F.P,S��068 w.c. PRESUMPTIVE LOAD-BEARING 00 8001b — — 800!b VALUES OF FOUNDATION MATERIAL& HD - - - _- 8001b _ F = 8001b ti HD T o HD � rn 2'_0 10" o HD LOAD-BEARING 00 w W PROVIDE 8 X16' I U �" 11 -5 10 -0 N T CRAWL SPACE LL O ELEC. I `V CLASS OF MATERIAL PRESSURE CO00 VENT W/INSECT CRAWL PACE _ - WH J S.D.Zo sD (pounds per square foot) 1 SCREEN 2" P.C. SCREED COAT N @� = L C N Y Y CRYSTALLINE BEDROCK � 12,000 YIY 10 - 12-0 10 TEP FND. F- STEP FND. U) SEDIMENTARY AND FOLIATED ROCK 4,000 O M T SAND GRAVEL AND/OR GRAVEL(GW AND GP) 3,000 — — — — — — 800lb DIREC SLAB ON GRADE I o ' 8001b I HD = T G VENT _ SAND,SILTY SAND, CLAYEY SAND, SILTY rn X ER GRAVELCLAYEY GRAVEL(SW,SP,SM,SC,GM HD NEW REINF. 4" P.C. SLAB o m N T- AND GC) 2,000 m ON GRADE W/66-1010 WMM W o OVER 4" GRAVEL 6' CLAY,SANDY, SILTY CLAY, CLAYEY SILT, z 8 I (2500 PSI) I SILT AND SANDY SILTCLAY 1,500 J Z LO 10 3-O 1 (CL,ML,MH,AND CH) _ 0 } Z PROVIDE 16"X8" PROVIDE 8" I I } J W P.C. FTG. P.C. FND. WALL a.Where soils are required by section R401.4,the allowable bearing capacities Q Q NOTE: I 8001b � of the soil shall be part of the recommendations. _ � 0 � "HD- HOEDOWN Hp b.Where the building official determines that in-place soils with an allowable o � = — - 8001b _ bearing capacity of less than 1,500 psf are likely to be present at the site, N Cl) ,n >_ Hp o theallowable bearing capacity shall be determined by a soils investigation. No W N m CIO LL - - - - - - - - -L TABLE R402.2 . I` x-x MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Z 23-10" 29'-0" 14'-8" 6'-4" LLI U �j o cal TYPE OR LOCATION OF CONCRETE CONSTRUCTION MINIMUM SPECIFIED COMPRESSIVE STRENGTA(ec� W N Weathering Potential b � Negligible Moderate Severe W O _ BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO THE WEAT IER 2,500 2,500 2,500 c FOUNDATION PLAN BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS c J II 2,500 2,500 2,500 z J z Q 1/4"= 1'-0" BASEMENT SLABS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL d d --� CD J) `- CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000 3,000 _1 Q W PORCHES, CAR PORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE ILL Wd,e,f d,e,f t- N G FLOOR SLABS W 2,500 3,000 3,500 Q U N I— J IW— Z a.Strength at 28 dayys ggi. w z U = O b.See Table R301.z(1�tor weathering potential. , 0 W J _ 0 J Q c. oncrete in this loca ion that is subject to freezing and thawing during construction shall be air-entrained concrete in O accordance with footnote d. Z U (n Q �— o d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be less than 5 percent or more th n 7.pper entt. DWG NO �.See�ectibn�402.2 for maximum cementitious materials content. or garsqge floors with a steel-troweled finish,reduction of the total air content(percent by vloume of concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,00 psi. QG) 13 73'-10" 4"X4"TREATED WD. POST W/DECORATIVE i COLUMN (TYP. FOR 4) 14'-6" 23'-0" Iq X-X 3214" 3'-10" 1'-0" k 6'-4" 1'-0" 12'-1" Ilk Ilk VENT DRYER 8" 12'-0" 7'-2" 12'-1" 7" DIRECTLY TO-EXTEM O R_ — 411 14-2 4 8_0114 51-011 411 k k 8-8 4 1 28 X48 28 X48 28 X48 28 X48 28 X48 (2) XBW (2)2 X8 X12" - - - - -� - — - — - D (2)2"X8 (2)2"X12" - o Y-Y � � U 4 BATH T w T 2'-8" 11 -10 �' STUDY - ° �' `� L0 I lav � c� �aa) X COVERED Z °o 4F CD CDLAUNDRY/ N o N R H z - TREX/ 1"X6" ,� *STANDING SEA > _ (2)2"X8 d 7c', WD. PLANK � MTL. ROOF Y-Y \ I X 2668 / NOTE! 668 X 6 6'_0 8'-7" 7'-8" 9'-7" 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND N 8R \ -�- a' I �O N 16 X 32 16 X 60 POSTS ABOVE. (2)2"X " (2) "X 6� (2)2"X10" HDR 6 " 2"X8" LEDGER BD. ABOVE TYP.) 32 X 52 **tempered gl. 6068 6" X�p 011, DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 6 X 60 16 X 60 2 2'X1 STAIR WELL OPENING. )2 Xl6 ( ) , 98 -F. ( )2 X`Y0r _ 6068 6068 _ , i - — - —� � 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS = L „ o2"X10" ON FLAT L.V.L., GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO - - - - - - - �I N CD UP 4 6-8 4 4-6 1 -0 / Lu z o o \ I 4" 15'-0" 4" GIRDERS OR HEADERS ASw FOUNDATION, FTG'S,AND ONECESSARYTHER CTURAL O \ / I PANTRY � T _ 36 high \ 80 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS w handrail(typ.) _ X F_ FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY T-10' 3'-5" (2)2"X8' 4 15-8 r Z" X SECONDARY ROOF SYSTEMS,GARAGES, OR COVERED _ � _ _ �' I PORCH'S. (ETC) o \/ co l J U REF 2468 v _ Uj I U) 00 SEAL o /\ o N U_ O - `� � I w MASTER X v RED AR z M 2"X10" FL. JST a i I - X �5 N K TFc''Si� / \ I x I CD @ 16" o.c. I GR�A ROOM o Gds 41 co 1 OPE BOVE �, FI EPLAC O O / \ _ / \ I 4 A. TL. I T — � �I ��/ �� o N X I -� POST 11'-11" KIT HEN DW N co WINDOW NOTES & SPECIFICATIONS N� i — J 1_0" 1 4n 0 ELEC. 2 9 (2)1 3/4"X 11 7/8" LVL HDR ( , 3/4"X 11 7/8" L L HDR -' S.D. F NEAN *WINDOWS MEET EGRESS REQUIRMENTS SEE CARPENTRY NOTES. C�1 I - - - - - - - - - - - O O SINK - o �I i Lo hook 1 -0 T-10" 10'-2" ( ) `r' �" \ • `� c� - ` co i (Case I '"THIS WINDOW MUST BE TEMPERED SAFETY GLASS N `" — — — — INSULATE WALL O O �/�//HOOD STC 00 T X I I \\ LL_LL_ D 12 R 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY \ / I � SHOWN HATCHED TYP. = I ' _ ESCAPE. IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SQ. FEET \ / 2 CAR GAFc�;GE (R:15 BATT INSUL.) ISLAND M o p - r \ / I COUNTER I \ _ 5'-4" 4" 9'-4" 4" (5.0 SQ. FEET C GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ \ / I SLAB ON GRADE I�Co (2)1 3/4"X 9 1/2' LVL W/5/8"STL_HDR (FLUSH T� J MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED +L— _ _ _ _ _ _ _ __ll }— t�ELEC. co X \ / I *NOTE: i I� —I s.D. F- FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. PROVIDE 5/8"TYPE "X" I „ M I 00 C.M. N 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES 1 -8 I 4 10-5 LID- DET. .� 2668 U o \/ o I GYP. BD. ON, (,LG.ABOVE = I � O U I 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC o /\ AND @ ADjOiNING WALL cn - T / \ I r TO LIVABLE SPAt;E U U J q o CO �+ w O V- 3'-4" 3'-8" I LL O J X _ W.I.C. p CO O - y+ ry '!.•5 ...E;' . / \ I I C A N 068 X `" X X / \ X , °mod, FOYER X � 6 I f N N _ N I O N / \ N N X W.1.C. o v 2068 4" 13'-0" 4" X ( I v L0 - - - - - - Pf, 1 � _ O M - NOTE: 9'-0" 4" 3�_411 „ �r r ( )DINING24 x 80 6„ 24 x as _ _ (2)2"X1 NOTE FLC.) PROVIDE SMOKE DETECTORS - - - �''o CARBON MONOXIDE DETECT S break sho. = 16 X 32 � ALL LUMBER THAT COMES IN CONTACT WITH 2"X10" FL. JHT _ gl• �' ao 2 _ CONCRETE SHALL BE TREATED LUMBER. AS 2020 RCNYS ALL front 0 - X X - 32 52 i DETECTORS TO BE HARDWIRE 00 @ 16" O.C. 2 0 4" 7i� 11'-5" ;� i 1'- " 4" 206 N v 2— a� c� N 00 N X�1 � &INTERCONNECTED ,� w M N W LU �, 1 T _ 1 00 = ' 0 U (3) 3/4"X 9 1/2" LV /(2) / " ST . PIT,HD L _ (2)2"X12" I o (2"X8" LEDGE A OVE ( YP. lav MATTER V ay. IT - c') ��/ I p ~ T �, , 'P" - TILE LL 00 2"X8" LEDGER BD. ABOVE (TYP.) JP� �+ _ o r v 16X32 16X32 16X32 J�li, j I o iv SU T I 32 X 52 32 X 52 32 X 52 I <�/ I �� 00 00 X rn o-{- w l 9� ( 411 N 00 0 c_i FRONT PORCH I`1'/ o �� CID, v `" T I TREX/ 1"X6" �{ 2"X8" R.R m 2"X8" R.R ~ Q } o 00 I X C° co Zo WD. PLANK / I „�' o_ ' Op 16" O. I shelves 2 2"X12" shelves `Y' p z p N co I @ 16 O.C. >< cif z z N N I * tempered gl. 16 X 32 - } - w - - - - -(2)2"X12" - - - - - - - - - - - - - - - -(�)2Y1_.,- - - ® 16X32 16 32 = Q 0 ��-'� „ „ 32 X 52 3-0 4 32 X 52 32 52 CD _ 0 co 1 011 1 4" 3 0 No Q c`\j Q UP 3 Nw m 11, 7'_4" 7" 13'-10" 1'- " 11'-0" FIRST FLOOR PLAN 4"X4"TREATED WD. 9-101 14'-011 411 POST W/ DECORATIVE iL1/4"= 11- 0" COLUMN (TYP. FOR 3) x_x POST W/DECORATIVE COLUMN (TYP. FOR 2) O z W m 1 z J O N W -j 0 � w o 0 1 Ur (D w I Z J Z w Q co W W W ~ N w >� �- J UJ Z o > z Z a _ uj o w w W _j — Q W a rn D_ Z U (n Q I— o CD DWG NO a 3 13 USE A MINIMUM TWO 8d NAILS THIS SIDE OF TRUSS.TOTAL 4-8d NAILS INTO TRUSS. F1 e 2-8d NAILS ega INTO PLATES 8-8d NAILS INTO STUD Simpson Strong-Tie X-X H7 Z 73'-10" 41' 23'-6" 4" 13'-0" 4" 15'-4" 4" 5'-0" 4" 15'-0" 4" RAFTER TIE DETAIL Simpson Strong-Tie H7 Z NTS. I f_ _ - - - - - - - - - - - --- W I II � I II 2"X12" R.R. h J I ^ 2"X12" R.R. ^ I I II @ 16 O.C. I @ 16" O.C. I U NOTE! X a 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND ti I I M I 2 1 1 PITCH POSTS ABOVE. Y-Y I I I O fI ( DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND AIR WELL OPENING. 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS L.V.L., GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO `I I I ' I I 32 X 40 32 X 40 32 X 40 FOUNDATION, FTG'S,AND OTHER STRUCTURAL z0 - - - - - - - - - - - - - - _ _ _ - - - - - - - — - - - - - - - - - - _ _ _ � - - - - - - - - - - - - - -L- - - - - - - GIRDERS OR HEADERS AS NECESSARY. - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - (2)2"X8" (2)2"X8" (2)2"X8" I _� ' / 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS w I - — - FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED = I I cwn LL PORCH'S. (ETC) U I VENT DRYER �,� I O O , w I n I SEAL a �`�`f� DIRECTLY JQ��� I 0 tr �j I I - I I S�� OK�C'Si �'-� TO EXTERIOR t I �j �� z O -j I AS N O ►<- o @� 2-0 4" 12'-8" STORAGE ACCESS y / r) Q N TO-B ETv�_ X8" U6. JSTS.20 O C � m �, I _ 4068 o WINDOW NOTES & SPECIFICATIONS Ny` 2940 iv O _ S .G 75 CFI , _ — _ — _ (2)1-3/4"X'19 1/4" LVL HDR ti —zc `�° _ - (� U T�OF �y x BONUS ROOM N o ® ho T o CL X `Q U _ N "WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) NE N - � *'THIS WINDOW MUST BE TEMPERED SAFETY GLASS t BATH X 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 00 TILE ` - N ESCAPE.IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SQ. FEET c., ?< (2)1 3/4"X14" LVL RIDGE - — _ — _ tacked w/ I (2)1 /4"X14" LVL RIDGE� I C° - _ — _ — - — - — - — - — _ v _ _ _ �D _ _ �C (5.0 SQ. FEET GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)WI N I LAUNDRY lav o LI N. , o LI N. L MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED CP —_ _— N I ' U �o I - N x FOR TOOLS B T (2)1 3/4"X11 1/4" LVL HDR -� spD I (2(2' 8 (2)2"X8" _ - DN 18R �„ BEDROOM 3 ) BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. Co r- N r X �`' 2.ALL WINDOWS Si iOWN ARE ANDERSEN-400 SERIES _ (2)2"X8 -� � iti ` = I 24"X48"PULL(2) 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC N I I eo - ELEC. O DOWN STAIR ,� 0 (O w X D. N � U P VIDE DBL. FRAMIN - o X \ ELEC. N I cn Ow I - � I � _ 42" high guard rail w/balusters @ 4"o.c. ax. ) N S.D. v m 1 Cj Q 0 Q I I �P��j �j�. 2 X O � U " r I G O C14z 2668 7-6 T,A I o N I °' I `PP 2668 �i - X I CV �1 ^L i� I N S.D. /QJ I \�< N @ `J TORAGE ACCESS �� (2)2"X8" N l! w ` � I NDE `l,+ J �- V(2)28 ' N I I = „ I I �'J� (2)1 3/4"X11 114" LVL HDR �,/ ``' s (2)2 X8 (2)2 Xs (2)2 X8 - NOTE:I 4" ' 8" 4" ay. I I NOTE PROVIDE SMOKE DETECTOR011 ' J I I I CARBON MONOXIDE DETEICT 'S a 24 X 24 24 X 24 24 X 24 m = _ W U I ALL LUMBER THAT COMES IN CONTACT WITH 6'-10" I ( ELEC. 0 cn LL 0 'm BATH I CONCRETE SHALL BE TREATED LUMBER. AS 2020 RCNYS ALL i�l „ I I DETECTORS TO BE HARDWIR 00 L— X I S.D. T. Z x +�— I )2 x - 125 CF x TILE av I I m &INTERCONNECTED M o L - - - - - - - - - - - - - - - - - - - - - - - MI 2"X8" CLG. JSTS• I � N � I � I 068 N — - - — „ . - ., .` � = W 0 I I U @ 16" O.C. I 2"X8" CLG. JST ELEC. 00 B I DROOM 2 °O @ 16" O.C. I s° I (2)2"X8" 2068 pkt. dr. �r r — I I 4" T-8" 4" 5 j" 1 I I ^ II I CM92"X12" R.R. 2"X12" R.R. 2 2"X12" R.R. Y}Y @ 16" O.C. @ 16" O.C. (2)2"X8" (2)2"X8" (2)2"X8" " @160 @ 16 O.C. (2) I°x12" 32 x 40 0 32 x 40 - o I BEDROOM 4 I rn co [L' I 0) co O Z L 32 X 52 *�. 32�52 * 32 X 52 * — = k�� I j I ,� 2"X8" CLG. JSTS. I ,- Q >- '� U 4068 -' r 'k� I @ 16" O.C. Vim' 1 ~_ I x r o z } *NOTE: �w w o CL I` v Q z STANDING SEAM ROOF 0 _ Z IN LOCATIONS SHOWN. z p ,, *STANDING SEA *STANDINGS M I I a- [r PROVIDE CONTINOLIS o W = MTL. ROOF MTL. ROOF j z0 FLASHING AT ROOF TRANSITIONS ~ PITCH PITCH I (2) I"X12" 04 j � } a ^ SHEATHING o Q cv Q o- I 32X52 * 32XI52 * 32X52 * N w � m — AIR SHIELD LIQUID FLASHING 2'-0" 1,1,411 11'-8" . ti 411 61-811 4" 91-211 4" 71-01 1 411 13'-011 4" 15'-411 411 14'-011 4" 61-011 411 0 z W m i AIR SHIEL z J O0 N X-X W J SECOND FLOOR PLAN FNOJOINT WITH LIQUID FLASHING&CREATE 1"BAND — ❑ O OVER THE JOINT AREA.DO NOT STRIKE FLUSH WITH SHEATHING W 0 - 1/4"= 1'-0.. SURFACE (if SHEATHING JOINT TREATMENT U' 0� w �I ZI z LL- W W ~ ❑ N �- ❑ J w CN Lu F- Ur L- Z O 0 w w Z C) w aZ � � QF- o0 DWG NO a 4 13 CONT. RIDGE VENT TtT TOP OF PEAK 30'-0"+/-ABOVE GRADE 5 1/4" FRIEZE BD, 12 12 Y-Y 12 12 (TYP.) 12� �12 � � CONT. RIDGE VENT 12 12 - NT. RIDGE VENT STP NDING 3EAM N TL. RO F PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYER STP NDING 3EAM N TL. ROOF OF UNDERLAYMENT CEMENTED TOGETHER OR A S F- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN II SECOND FLOOR PLT. HT. PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. 1 1-oll O.H. O.H. 0 CONT. FLASHING i - - - - - - - - - - - CONT. FLASHING i 00 C NT. FLASH - - - - - � - - - - - - - - - - - - - �— 12 12 6� ❑6 5 TANDI G SEA MTL. ROOF NOTE: SECOND FL. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS FIRST FL. PLT. T. OF UL 127 AND SHALL BE INSTALLED AND 1 TERMINATED IN ACCORDANCE WITH THE 4 MANUFACTURER'S INSTRUCTIONS AS PER SEC. R100 1,-6" m m m ° ° m m m m O.H. „ O.H. T 6 cn o z O > w Ll SEAL o o o 0 0 FIRST FLOOR D �S� N KEf GRADE GRADE _ I I 4"X4" TREATED WD. POST W/DECORATIVE _ z - z POST W/DECORATIVE I - COLUMN (TYP. FOR 3 M I ) o COLUMN TYP. FOR 2) M I I �TF 2 O E\Ny0 C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - -I- - -� I FN 8 I I I I I I I L — — -I FRONT ELEVATION I sTEPFND. L — — — -� I I I I I I 1/411= 11-o" I I I I I I I L - - - 1 - - - - - - - - - - - - - - - -F - - - - - - - - - - - - - - - - - L - I- - - - - - - - - - - - - - - - - - -Z - - - - - - - 1 2 TOP OF PE 28'-10"+/-ABOVE GRATE CONT. RIDGE VENT HOLDOWN CONECTION 1 2 12 SECOND FLOOR ATTACHMENT 12 �14 OPTIONS 9F CONT. RIDGE VENT co w � "SIMPSON"CMSTC16 p� U W CONT. FLASHI 12 12"BEARING ON "SIMPSON"HD3BHDG pp = — — — — — 2-16d COMMON —14 NAILS @ 6"O.C. WALL STUD "SIMPSON"HTT4 HTT 00 c U 5 1/4" FRIEZE BD. \ CONT. FLASHINGNAILS S @ 6"O.C. (TYP.) 12 FOR FULL LENGTH \ — SECOND FLOOR PLT. HT. 14 \ ° ° � OF STUD (� \ BLOCKING @ 0 (.0 \ ENDWALL i JW BLOCKING @ II \ 0.H. ENDWAL rn M O O.H. / i t0 W r- O / 12 Q } / J � / 74.5 2-16d COMMON p z p >- STANDING / NAILS @ 6"O.C. Z 0� Z SEAM MTL. / — OF STUD "SIMPSON"PHD6 —12� Lu FOR FULL LENGTH "SIMPSON"HD R O SECOND FL. ROOF / = Q p 0 FIRST FL. PLT. HT. 5 / CONT. FLASHING Q / _ — — — — — S ANDIN SEAM MTL. R N � } O Q cv Q N W m NOTE: ALL STRAPPING,ANCHORS,HOLDOWNS,& 1 -$ 0 6" L ADHESIVES TO BE INSTALLED AS PER L� 1'-8" MANUFACTURER'S SPECIFICATIONS O.H. O.H. O "SIMPSON" I` 0 6 - _ STHD14RJ z ==�j o W m 00LLJ - WALL STUD U (, O0 N WJ "SIMPSON"HD38HD 0 Q FIRST FLOOR. "SIMPSON"HTT4 HT W O O — I I OR �,�• (D U' w I I ❑ — ❑ — ❑ ❑ �- GRADE — — — — — — — GRADE � J J 0 L J W < cn o lI I I I I M i'� 2-16d COMMON W U C) N NAILS @ 6"O.C. F- 0 J w N r - - - - - - - - - - - e FOR FULL LENGTH IJ z (D _ = w � 4"X4"TREATED WD I I I I OF STUD � W J z � W Q � w POST W/DECORATIVE "SIMPSON"HDC�BR I U U) Q U O COLUMN (TYP. FOR 3) "SIMPSON"PHD6 SIDE ELEVATION DWG NO C 01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑- - - - - - - - - - - - � 5 a 13 1 X-X 1 ROOF COMPOSITION: 40 YEAR DIMENSIONAL SHINGLE BY TAMKO OR APPROVED EQUAL, HOMEOWNER TO TOP OF PE CONT. RIDGE VENT 2 SELECT COLOR, OVER 15# BUILDING FELT ON 1/2"CDX PLYWOOD SHEATHING 30'-0"+/-ABOVE GRA bf OVER ROOF RAFTERS (REFER TO FRAMING PLANS FOR SIZES &SPACING). PROVIDE 36" STRIP OF WATER/ICE GUARD AT BOTTOM 2 � INTERSECTION OF ROOF & FASCIA AND IN ALL VALLEYS. Y-Y 2 RIDGE VENTS: CONT. RIDGE VENT 5 1/4" FRIEZE BD. SHINGLE STYLE RIDGE VENT, MATCHING STYLE & COLOR OF ROOF SHINGLE. (TYP.) CONT. RIDGE VENT INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECS. LOCATIONS AS INDICATED. STAN DING S AM MT . ROOF 12 3 COLLAR TIES: 12� INSTALL 2"X 13" COLLAR TIES 32" O.C., TYPICAL AND 16" O.0 @ SECOND FLOOR PLT. HT. CATHEDRAL CEILINGS. 4 SOFFITS & FASCIA BOARDS: 1' p" 12 PROVIDE VINYL SOFFITS WITH CONTINUOUS ALUM. OR VINYL VENT STRIP. FASCIA O.F. �12 BIDS. TO BE EITHER CLEAR PINE'. PAINTED WHITE OR#2 PINE WRAPPED IN ALUM. SIZE OF FASCIA BIDS. TO BE 1"x 8"WITH 1"x 2"ACCENT o ONT. FLASH BOARDS FOR GABLES. ap 12 4.� 5 GUTTERS & LEADERS: PROVIDE 5" DIAMETER ALUM GUTTERS & LEADERS, LOCATION TO BE DETERMINED IN FIELD. PROVIDE 6" SDR UNDERGROUND PIPING TO DRYWELLS. SECOND FL. 5 STAN ING SEAM MT . R00 CONT. FLASHING-- FIRST FL. PLT. HT. STAND NG SE M MTL. ROOF 6 WALL COMPOSITION: Ir —I— 1Tr —I— I-1— T —I� � —I 1F =1— �� =1= �1— =1= PROVIDE NEW VINYL SIDING COLOR, STYLE AND EXPOSURE TO BE SELECTED BY HOMEOWNER, PROVIDE TYVEK HOUSE WRAP BY DU PONT OVER 1/2" CDX 4 1'-611 PLYWOOD 014 2"X6"WOOD STUDS 16" O.C. WITH R: 15 BATT INSULATION O H 11-611 WITH R:5 RIGID INSULATION & 1/2"GWB (INTERIOR FACE) O.H. 36" HIGH TAPE & SPACKLE (3) COATS AND PRIME (1) COAT. - O.H. HAND/GUARDRAIL O.H. 0 6 W/BALLUSTERS z @4" O.C. o 7 FLOOR COMPOSITION: JIL_ w REFER TO FLOOR & FRAMING PLANS SIZES &SPACING OF FLOOR JOISTS, PROVIDE 3/4" PLYWOOD/OSB SUB FLOORING WITH (1) LAYER OF 1/2" UNDERLAYMENT GRADE PLYWOOD ON TOP, LAP ALL SEAMS. REFER TO FLOOR PLANS FOR FLOOR FIRST FLOOR o SEAL FINISHES. ALIGN ALL FLOOR ELEVATIONS. FOUNDATION COMPOSITION: GRADE GRADE PROVIDE 10" POURED CONCRETE FOUNDATION WALLS ON A 20"x 10" FORMED, I -co * - KEYED & POURED CONC. FOOTING. ALL POURS TO BE FORMED USING WOOD OR STEEL FORMS PROVIDE MASTIC DAMP PROOFING I I I I I Z ON EXTERIOR FACE OF FOUNDATION AND FOOTING AREAS. `" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I r - - `� FOF NE�1 g SLAB COMPOSITION- REAR ELEVATION I 4"X4"TREATED WD. PROVIDE 4" POURED CONCRETE SLAB WITH 6"X6" 10 10 W.W.M. FOR CELLAR AREAS. I POST W/DECORATIVE PLACE OVER VAPOR BARRIER AND 6"TAMPED POROUS FILL. 1/4"= 1'-0" I COLUMN (TYP. FOR 4) I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - � TOP OF PEAK _ 2 1 CONT. RIDGE VENT 28'-10"+/-ABOVE GRADE 12 CONT. RIDGE VENT 19 12 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 4 AND SHALL CONSIST OF A MINIMUM OF TWO LAYER M Y OF UNDERLAYMENT CEMENTED TOGETHER OR A S . F- 5 1/4" FRIEZ ADHERING POLYMER-MODIFIED BITUMEN SHEET IN 00 W W \ (TYP.) PLACE OF NORMAL UNDERLAYMENT AND SHALL U co EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR co \ SECOND FLOOR PLT. HT. WALL LINE. 12 \ 12 14 \\�14 co \ '-611 \ 11.811 O.H. - \ O.H. O.H. 1 rn \ 00 rn CONT. FLASH \ \ z CD \ STP NDING 3EAM N TL. ROOF NOTE: J } o z \ 12 SECOND FL. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS Of z � Z \ 4 OF UL 127 AND SHALL BE INSTALLED AND < 0 J LLj 5 CONT. FLASHING — — — — — — — — — — — — \\ FIRST FL.P'LT. T. TERMINATED IN ACCORDANCE WITH THE a Q � — — MANUFACTURER'S INSTRUCTIONS AS PER SEC. R100E < o O W I- Z o rl- C o Q N Q cVJ 1'-8" 4 11_611 O.H. O.H. 36" HIGH O.H. _ 0 HAND/G UARDRAI L 6 W/ BALLUSTERS @4" O.C. F co o r- 0.H.G.D. 0.H.G.D. z W m U (j o N Z J N ° o FIRST FLOOR W J o a. O o Q r co N GRADE Ur W I r - - - - - - J PROVIDE8"X16" Z J Z - - -I L — — — — — — - - J L — — — — — I CRAWL SPACE I I J 0 VENT W/INSECt I o z J SCREEN I I M W L< Lu C7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - � - - - - - - - T — o J N v N 4"X4"TREATED WD. PROVIDE CELLAR I — — PROVIDE A 12"DROP @ FND. I — J I I POST W/DECORATIVE 0 > z z _ = W ENTRY STEPS� - - COLUMN (TYP. FOR 3) l 0 o@ .O.H.G.D.. . . � Z � � QF- 0 i- - - -I I- - J STEP FNb. I SIDE ELEVATION DWG NO C - - - - - - - - - - -F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - 1_ 1/41'-_ 1 11 6 a 13 4"VENT ROOF J LTHRU ROOF 40 YR. DIMENSIONAL OTO EXISTING) OVER 15#BUILDING FELT ON 1/2"CDX PLYWOOD SHEATHING OVER 2"X12"@ 16"ROOF RAFTERS. (2)1 3/4"X14"LVL RIDGE BD. W/CONT. RIDGE VENT 4° 1"X6"FASCIA BD. 1/2 PLYWD.SOFFIT W/SOFFIT VENTS 3 1 BATH BATH PROVIDE LEADERS&GUTTERS Table P3201.7 LAUNDRY _ SIZE OF TRAPS FOR PLUMBING FIXTURES — LU. �-- 2" PITCH 2 2"PITCH SEE NOTE 5 „r_ 1�„ F 2"1 4" 12" �2" 12" TOP OF PEAK � ASPHALT PLUMBING FIXTURE TRAI=SIZE 2 1W I LAV. I I LAV. I I 30'-0"+/-ABOVE GRADE SHINGLE CONT. RIDGE VENT (MIN.IN.) F1—1 W.C.M M W.C. ROOF 1 1 ISHO. �SHO. ASPHALT 12 12 BATHTUB(with or without SECOND FLOOR J ri 1/2" 1 1/2" shower head and/or 1 1/2 SHINGLE 9F 14 STANDING whirlpool m n ts) C.O. ROOF SEAM MTL. ASPHALT 1 1/4 C.O. 3 3 ROOF SHINGLE Bidet 1/2 KITCHEN VENTED ATTICS WITH AIR PERMEABLE INSULATION CONT. RIDGE VENT ROOF BATH „ P TCH 2" _ _ _ 211 MASTER BATH INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE STANDING _ _ EAM MTL. Clothes with standpipe 2 LAUNDRY (� T' — — _ _ _ PITCH 12 T — I I VENTS THAT EXTENDS OVER INSULATION(TYP.) Dishwasher(on separate trap) 1 1/2 r — —1 — 2„ r J 2" 1 1 4" 2,1 I _ ROOF 4� 12 2 2 1W 1 LAV. 1 2 I D.W. SINK I2 �2 I2 I2 BACK SIMPSON STRONGTIE ATTIC Floor drain 2 SINK 1 1 LAV. 1 4 Kitchen sink(one or twoURRICANE CLIP H1Z f—I� W C I r —1 W.C.W C711/2- TUB 1 VENT LIMITED STORAGE traps,with or without 1 '1/2 1 1 1 SHO. I SHO. (TYP.) ON EACH STUD dishwasher and food waste FIRST FLOOR 2" J 1 1/2" L_ J 2" NZ � & RAFTER disposer) SECOND FLOOR PLT. HT. Laundry tub 1 1/2 C O 3" 3" 3 C.O. 1 STANDING (one or more compartments) 1'-8" Lavatory 1 1/4 4" BATH 1 SEAMROOF 11-811 O.H. _ 2" 2"PITCH 1 PROVIDE STANDING --� Shower(based on the total 1 O.H. — —' — �- — � R:30 BATT SEAM MTL. flow rate through 4" _ INSUL. ROOF showerheads and bodysprays) 12 12" 12" 1 O Flow rate: 1 LAV.1 5.7gpm and less 1 1!2 1 LOFT NEW 4"STUD UNALL WITH more than 5.7gpm up to 12.3gpm 2 WC. 1 1 PROVIDE TYVEK HOUSE more than 12.3gpm up to 25.8gpm 3 BASEMENT SHO. 1 WRAP BY DU PONT OVER more than 25.8gpm up to 55.6gpm 4 1 1/2" CONT. FLASHING 12 1/2"CDX PLYWOOD ON 2"X4" 3" C.O. 4 TRAP co (TYP.) 4.5 (2)2"X4"TOP PLATEW/JOIST HANGE WOOD STUDS @ 16"O.C. SECOND FL. 2"X4"BOTTOM PLATE RA 3 BATT INSULATION w/ C.O. 4 FIRST FL. PLT. HT. R:5 RIGID INSULATION& 1/2" CONNECT TO GWB(INTERIOR FACE).TAPE APPROVED 11 TREX/ 1"X6'� AND SPACKLE (3)COATS AND SANITARY 1 '8 ° „ „ WD. PLANK Z PLUMBING RISER DIAGRAM SYSTEM 2 X8 LEDGER BD. Ij(3 1 3/4 X9 1/2 PRIME O.H. ° ABOVE(TYP.) L L HDR (FLUB (2)1 3/4"X 9 1/2" LVL 1 _g o N.T.S. W/5/8" STL. HDR (FLUSH) i i O.H. PLUMBING o Z3) IT I � 1. ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. oO GREAT ROOM o SEAL I I 2. ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. FOYER °O 4"X4" TREATED WD.VE 3. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, FRONT FO ER I I COLUMN (POST W/BTYPOFORI4) ALL SOLDER SHALL BE LEAD FREE. PAR 4. ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2" INSULATION. 5. ALL FIXTURES SHALL BE AS SELECTED BY OWNER. FIRST FLOOR o 6. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., V 1 STATE BUILDING AND ENERGY CODE. N� � GRADE I ° GRADE '9� �29465 yo Sec.P3103.1 -Roof Extensions 1 (2)2"X10" HDR OF NE� Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated _ II PROVIDE Z PR VIDE 5/8"AN BOLTS UIT R:30 BATT snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, o I INSUL. o Z observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than Cl) 2" FROM FND. ENDS & 36' c� MAX. ad. 4" DIA. STL. 7'-0"above the roof. o ° ° ° ° Sec.P3103.2-Frost Closure — — — —— — — POST — — — — — — — Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not 4"X4"TREATED WD. 1 1 BATH NEW REINF.4" P.C. SLAB less than 1 foot inside the thermal envelope of the building. POST W/DECORATIVE I I 4" DIA. STL. ON GRADE W/66-1010 OAM COLUMN (TYP. FOR 3) L — — -1 POST OVER 4"GRAVEL 40YR. DIMENSIONAL SHINGLE UNFINISHED BASEMEN (MATCH TO EXISTING) NEW REINF. 4" P.C. SLAB I (2500 PSI) 1 OVER 15#BUILDING FELT ON 1 2 3 ON GRADE W/66-1010 WMM STEP FN I 1/2"CDX PLYWOOD SHEATHING OVER 2"X12"@ 16"ROOF RAFTERS. OVER 4" GRAVEL(2500 o L J L J ° ° ° — _ _ _ _ _ _ _ _ _ _ (2)1 3/4"X14"LVL RIDGE BD. (2500 PSI) W/CONT. RIDGE VENT NEW REINF. 4" P.C. SLAB — 1"X6"FASCIA BD. 1/2 PLYWD.SOFFIT TOP OF PEAK CONCRETE FTG. W/ ON GRADE W/66-1010 WMM 24"X24"X12" 24"X24"X12" W/SOFFIT VENTS CONT. RIDGE VENT 30'-0"+/-ABOVE GRADE 3#5 REBARS & OVER 6 MIL. VAP. BARRIER DEEP P.C. FTG DEEP P.C. FTG PROVIDE LEADERS&GUTTERS SEE NOTE 5 2"X4" KEYWAY OVER 4" GRAVEL (TYP.) (3500 PSI) 12 CONT. RIDGE VENT —19 SECTION 1/X-X 12 1/4"= 1'-0" 00 0 r �4 _ CO Y f-- U � = W 00 U \ CONT. FLASHING PROVIDE \ 12 R:30 BATT 14 INSUL. \\ SECOND FLOOR PLT. HT. 11611 O.H. \ 0.H. VE NTED ATTICS WI FH AIR PERMEABLE INSULATION O.H. _ rn ` _ Ir CLUDE BAFFLE DJACENTTO SOFFITAI4D EAVE \ ao POST CONNECTION DETAILS z VENTS THAT EXTENDS OVER INSULATION (TYP.) \ Q > BONUS ROO \ STP NDING 3EAM ry TL. ROOF z SIMPSON STRONGTIE \ HURRICANE CLIP H1 Z \ 12 2"x 6"FLOOR JTS @ 16"O.C. 0- lY 5 (TYP.) ON EACH :iTUD \ �4 SECOND FL. 2-2"x 8"HEADER 2"x6"DECKING 1 � 6 =O & RAI TER \ 4"x 4"POST ANCHORED ON FIRST FL. PLT. T. 2"x 6"FLOOR JTS @ 16"O.C. o F— I­ U) \ 10" x 36"FTG. BELOW GRADE HEADER AS cN fn u7 } AND 4"-6"ABOVE GRADE NOTED ON PLANS o Q N Q 14-16d COMMON NAILS cv W m 1'-8" PROVIDE (2)1 3/4"X 11 7/8" LVL HDR ° 1�_g (BEAM) 4 R:30 BATT 1'-6" O.H. . 6 8d COMMION ::.:.,•i. / $ O.H. INSUL. AB POST BASE BY SIMPSON },A1•;• @ 24"O.C. 36" HIGH O.H. •,' �• �' TECO'S HAND/GUARDRAIL 36" high = `s` I '• SIMPSON STRONG-TIE W/ BALLUSTERS 14-16d COMMON NAIL AC4 (POST) I` 6 handrail (typ.) �' PORC o @4,� O.C. v 4" DIA. STL. oo FLJ TO DWELLING Z 2 CAR GARAGE POST ON PLAN U co O CV Z —t N 2"x6"DECKING DECORATIVE MOLDING LU --I FIRST FLOOR 14-16d COMMON NAILS — - ° (BEAM) W O O 6-8d COMM[ON Simpson Strong-Tie W o AB or Il D EO N GRADE ,' U' (D Q d PROVIDE 8"X16" FILLER STRI 3 10d COMMON ° Z J 1 — NEW REINF. 4" P.C. SLA�-- •P-kOVIDE 5/8"ANCHOR BOLTS I I J (D W PREMOLDED 12" FROM FND. ENDS & 36" o Z CRAWL SPACE I o J _ 1 FILLER (TYP.) 1 ON GRADE W/66-1010 WM MAX. O.C. VENT W/INSECt SIMPSON STRONG-TIE W OVER 6 MIL. VAP. BARRIER SCREEN I I 14-16d COMMON NAIL AC6R > W W 1 r ° ° ° OVER 4"GRAVEL ° o J — — — — — — — (POST) : :•.��:•• W p N g I r _ _ — — — (3500 PSI) — — — — — ���—���!!�� — — T PORCH COOS TO HDR. 2"MINIMUM 0 >� -� _� Z N 1 F I * 24"X24"X12" 1 1 1 1 1 4"X4"TREATED WD. SIDECOVER w > Z = 2 w 0 NOTE: CONCRETE FTG.W/ _ w LU U Z Q LU Q PROVIDE CELLAR 1 — — PROVIDE 5/8"TYPE"X„ DEEP P.C. FTG 3#5 REBARS& 1 J POST W/DECORATIVE W J z W Q � ENTRY STEPS �— — I GYP. BD. ON CLG. ABOVE 2"X4" KEYWAY I I I 1 COLUMN (TYP. FOR 3) O — — I AND @ ADJOINING WALL (TYP.)1 — STEP FNb. N TO LIVABLE SPACE I I I SECTION 1/Y-Y C - - - - - - — � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - A- - - - - - - � 1/4"= 1'-01 a 7 13 ROOF SHINGLE #15 FELT PAPE - PROVIDE LSSU28 JOIST HA GER ICE SHIELD: 2 LAYERS OF UNDERLAYMENTS CEMENTED 1/2" CDX PLYWOO RIDGE TO EACH ROOF R T TOGETHER OR SELF-ADHERING POLYMER I TYPICAL @NEW CONSTRU TION MODIFIED BITUMEN SHEET. I 1 1/4"x 20 GAUGE G LV. I STRAP TYPICAL. 20" L 1"x 2" BLOCKING. •• � EACH ROOF RAF ER (4) 8d NAIL EACH EN 5.,MIN EA. ROOF RAFT R I ' I 1 1/4"x 20 GAUGE GALV. I STRAP(TYP.)WITH (6) 8d 12 COMMON NAILS IN EACH ° I END OF STRAP. s M�ti �� ROOF RAFTERS (SEE F LAN) VARIES 1/2" EXTERIOR GRADE PLYWOOD SHEATHING PRE-CRIMPED PRE-CRIMPED L END. END. ASPHALT SHINGLES (AS SELECTED B OWNER) I ALL FASTENERS SHALL BE INSTALLED WITH Tf VALLEY FLASHING ACCORDANCE W/MANUFACTURER SPECIFI xr, S ALL FASTENERS SHALL BE INSTALLED WITH ICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE" CONNECTOR CEILING JOISTS (SEE LAN A�, DETAIL „B„ BY SIMPSON OR APPROVED EQUAL. BATT INSULATION (SEE LAN) VALLEY FLASHING N.T.S. — / eJ z� DETAIL "All / FASCIA ICE SHIELD&UPLIFT CONNECTION N.T.S. R.905.1.2 3"CONTINUOUS SOFFIT R.802.3.1 R.802.5.1 (9) SIMPSON STRONG-T / @ 16"oc(EACH SIDE) �\I II I \ ° / z O C/) of SEAL ALCOA RIDGE VENT. INSTALL // 0 \) 0�5 J N K AS PER MANUFACTURES SPEC'S. // j o E / 1"AIR SPACE o 1 1/4"x 20 GAUGE GALV. ROOF SHINGLE. VINYL SIDING (AS SELECTED BY WNER) SHEATHING STRAP (TYP.)WITH (6) 8d R-3 RIGID INSULATION BOARD / y� 0 46 �O SIDING COMMON NAILS IN EACH PLYWOOD SHEATHING. TYVEK BUILDING RAP I I OF NEB FLASHING-� CONTINUOS VENT END OF STRAP. 1/2" EXTERIOR GRADE PLYWOOD S ING I o I # 15 FELT PAPER 2"x 4"STUDS 1 "oc 3 1/2" BATT INSULATION = 15.0 I I C 1/2" GYSUM BOARD `--- 1/2 1 1/4"AIRSPACE SIMPSON STRONG-TIE FTA @ 1 "oc OR BACK-FLASHING— I I � 1 1/4"x 20 GAUGE GALV. STR I I 1/2" MIN. BLANKET INSULATION EXTENDED 12" BEARING FROM FLOOR 3/4"AIR SPACE— SIMPSO FRAMING EACH DIRECTION @ EA H STUD ROOF RAFTER H 2.5A CLIP I � / $ BOTTOM @ 24"O.C. MAINT/ 2" EDGE @END DISTANCES CATHEDRAL C LG. RIDGE BEAM. 2-2"x 4"TOP PL NOTE: HURRICANE CLIPS TO BE ALL FASTENERS SHALL BE INSTALLED WITH S ICT ALL FASTENERS SHALL BE INSTALLED WITH T T ADDED TO ROOF RAFTER WHEN ACCORDANCE W/MANUFACTURER SPECIFICATI NS 1 1/4"x 20 GAUGE GALV. _____________ 'ACCORDANCE W/MANUFACTURER SPECIFIC S CATHEDRAL CEILINGS CONDITION STRAP (TYP.)WITH (4) 8d i' --� PRE-MOLDED EXISTS COMMON NAILS IN EACH \ EXPANSION JOINT. END OF STRAP. 1 / I I / I � DETAIL "J" � DETAIL "D11 DETAIL "C" 00 HURRICANE CLIP N.T.S. RIDGE STRAP&VENT N.T.S. / I I r w ROOF VENTILATION N.T.S. / I I M Y R.802.3.1 R.802.3 I I R.802.5.1 (9) R.802.3.1 // I I ti w W CD 00 U 3/4" SUB FLOOR GLUED AND AILED 00 FLOOR JOISTS (SEE I I.:_•r.....• Cy) BATT INSULATION (SEE LAN) I •;:,: ; I �p "SIMPSON"CMSTC16 COIL STRAP OR 1 1/4"x 20 GAUGE GALV. STRAPPING, — �\ STRAP EACH STUD 12" MIN. B EARIN WRAP STRAP UNDER SILL @ EA H STUD I ———————————————---/ °i � cfl 12 2"x 4"SILL I I ,/ w o Q 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. @ (REFER TO PLANS) I Q } ROOF CONNECTION PORCH/RAFTER/GIRDER 2"x 6" P.T. SILL I I / o Z o } —� TECO'S CONNECTION DETAIL ANCHOR BOLTS (REFER TO PLANS Z I / af Z I _ 2"x6"R.R.@ 16"O.C. 2"x6"R.R.@ 16"O.C. FOR SIZE AND SPA I , / 3-10d COMMON N 16" SILL SEAL R I / �/ o ? O SEE DECK ATTACH2 / $ % 2 / 7 Y"C LAG SIMPSON 1212 TERMITE SHI LD I DETAIL ON SHEET#16 @ 24"O.C. ——— lyl; / / N BOLTS @ 16" EA. I I`II'M•;�: I / O Q N Q SI PSON SIMPSON i JJ i N W CO 2"x6"CJ. ST APPING @ 16" HGR.@ 16" @ 16"O.C. GRADE �� FILLE STRIP 6-8d COMMION �..u.,.:" #5 REBAR (1/2" DIA) 2-2"x10"HEADER SIMPSO 1212 COV. @ 24"O.C./ $ ° 2 / 7 DECORATIVE MOLDING EA. SIDE ;:;II p;::;' THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC PORCH TECO'S z� DETAIL "N" 8" POURED CONCR TE COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. ti PORCH/RAFTER/GIRDER CONNECTION DETAILN.T.S. FOUNDATION W LL 1/2" EXPANSION JOINT O .i.II:�.•, z W m i O 04 2"x6"DECKING 16"x 8" DP. POURED CONCRETE F ,:yl, •.; .; , SEE DECK ATTACH 2"x6"DECKING DECORATIVE MOLDING W —� DETAIL ON SHEET#16 2"x 6"FLOOR JTS @ 16"O.C. 4"x 4"POST ANCHORED IN — - 8"x 36"FTG. BELOW GRADE '• .'' 6-8d COMMION -'.•:' - W 0 -�' AND 4"-6"ABOVE GRADE :.: #5 REBAR (1/2" II @ 24"O.C. 3 10d COMMON 6-8d COMMION 3" z J w FILLER STRIP U AB POST BASE BY SIMPSOMJ TECO'S 4"CONCRETE SLAB ON UNDISTURBED ___I W Q Co GRADE 5/8"ANCHOR BOLT u- W @ 4'O.C.(TWO STORY HOUSE) Q L j U C) N FLJ TO DWELLING PORCH COLS TO HDR. U _j uw z CONNECTOR PORCH DETAIL o w w z � _ POST W/ CONC. CONNECTION TYP I CAL WALL SECTION m z 0 Q ~ o 0 3/4"= 1'-0" DWG NO DETAIL "M" PORCH CONNECTION DETAILS N.T.S. 8 a All 1 13 2020 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE EXTERIOR INSULATED WA TABLE R402.4.1.1 RIGID INSULATION SHEATHING AIR BARRIER AND INSULATION INSTALLATION "R-VALUE/THICKNESS PER CLIMATE (TAPE ALL JOINTS) COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERV COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERV INSTALL 1"RIGID INSULATION �, PORCH RAFTE CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or MAINTAIN EQUAL VENT SPACE �� VENTED AIRSPACE the building envelope. a sealing material. narrow cavities shall be filled by insulation FOR LENGTH OF RIGID INSULATION General requirements The exterior thermal envelope contains a Narrow cavities 2X LEDGER TOP O that on installation readily conforms to the ATTIC INSULATION continuous air barrier. available cavity space. RIGID INSULATION i Breaks or joints in the air barrier shall be sealed. Garage separation Air sealing shall be provided between the INSTALL 1"RIGID ___ INSULATION VERTICALLY TO / The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit garage and conditioned spaces. CONNECT INSULATING SHEATING shall be aligned with the insulation and any shall be aligned with the air barrier. TO RIGID INSULATION BAFFLE gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building FOAM SEAL BOTH JOINTS Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC drywall rated. Access openings,drop down stairs or knee . ' wall doors to unconditioned attic spaces I CONTINUOUS BEAD OF SEALANT a. ry shall be sealed. r------- ;, Batt insulation shall be cut neatly to fit The unction of the foundation and sill late Cavities within corners and headers of frame around wiring and plumbing in exterior walls, 1 1/2"RIGID INSULATION 1 j P Plumbing and wiring shall be sealed. walls shall be insulated by completely filling or insulation that on installation readily The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend I' behind piping and wiring. EXTERIOR INSULATED WALL Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. i Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. and continuous alignment with the air barrier. them from the showers and tubs. i. The space between window/doorjambs and The air barrier shall be installed behind DETAIL Windows.skylights and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be installed. 1" EXT. INSULATION SHEATING AS N.T.S DETAIL Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building ATTIC EAVE BAFFLE AND VENT Rim joists HVAC register boots thermal envelope shall be sealed to the AIR SEALING AT SHED ROOF AT 1" N.T.S subfloor or drywall. RIGID INSULATION SHEATING The air barrier shall be installed at any Floor framing cavity insulation shall be exposed edce of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner Floors(including above garage and framing cavity insulation shall be permitted that is recommended by the manufacturer. to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not cantilevered floors) sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. from the bottom to the top of all perimeter �, z floor framing members. i O Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue MANUFACURED RECESSED LIGHT ENCLOSURE > Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned i� VENTED AIRSPACE uJ with overlapping joints taped. the crawlspace walls. space shall be sealed. �i� SULON � � ATTIC INSULATION i RUSS SEAL INSTALL 1"RIGID ROUGH CUT _ _ ___ ___ _ ��RED �C AROUND VENTILATION CHUTE �i� F �5 N K 2020 INTERNATIONAL RESIDENTIAL CODE 2020 INTERNATIONAL RESIDENTIAL CODE - AIRSEAL PERIMETER WITH c� J EXPANDING FOAM SEALAN TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) - continued FASTENING SCHEDULE ,kC'ATTI,CINATI i;r CONTINUOUS BEAD OF SEALANT • EXPNADING SEALANT AT PEIMETER �T 29 a5 y0� NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND 1 1/2"RIGID INSULATION DRYWALL CEILING �c ITEM DESCRIPTION OF BUILDING ELEMENTS a, c SPACING AND LOCATION ITEM TS OF FASTENER a,b,c RECESSED LIGHTING FIXTURE OF NE EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT ROOF 14 Blocking between ceiling joists or rafters 16d common (3 1/2"x 0.162") 16"o.c.face nail to top plate r73 d box(3 1/2"x 0.135");or 4-8d box(2 1/2"x 0.113')or x 0.131"nails 12"o.c.face nail D E TA I L 1 Blocking between ceiling joists or rafters to top 3-8d common(2 1/2"x 0.131"):or Toe nail plate 3-10d box(3"x 0.128"):or 15 Bottom plate to joist, rim joist, band joist or 3-16d box(3 1/2"x 0.135") •or 3 each 16"o.c.face nail DETAIL AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S 3-Tx 0.131"nails blocking(at brace wall panel) 2-16d common(3 1/2"x 0.162");or 2 each 16"o.c.face nail 4-3"x 0.131"nails 4 each 16"o.c.face nail 4-8d box(2 1/2"x 0.113")or z Ceiling joists to top plate 3-8d common(2 1/2"x 0.131"):or Per joist,Toe nail a-ad box(z 1/2"x 0.113");or 1" RIGID INSULATION AS ATTIC EAVE N.T.S 3-10d box(3"x 0.128"):or 3-16d box(31/2"x 0.135");or BAFFLE 3-3"x 0.131"nails TAR AROUND MANUFACTURED VENT 4-8d common(2 1/2"x 0.131");or Toe nail 4-10d box(3"x 0.128");or 3 Ceiling joist not attached to parallel rafter, laps 4-10d box(3"x 0.128");or Face nail 16 Top or bottom plate to stud 4-3"x 0.131"nails over partitions[see Sections R802.3.1, R802.3.2 3-16d common(3 1/2"x 0.162"0;or and Table R802.5.1(9)] 4-3"x 0.131"nails 3-16d box(3 "x 0 ;or 2-16d commonn(31/2"x x 0.162");or End nail 3-10d box(3"x 0.128");or Ceiling joist not attached to parallel rafter 3-Y x 0.131"nails 4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1 (9) Face nail 3-10d box(3"x 0.128");or and Table R802.5.1(9)] 17 Top plates, laps at corner s and 2-116d common(3 1/2"x 0.162");or Face nail INSTALL INTERIOR SHEATING intersections Collar tie to rafter,face nail or 1 1/4"x 20 a. 4-10d box(3"x 0.128");or 3-3"x 0.131"nails AT EXTERIOR WALL SSIEM TO INTERIOR WALL ASSEMBLY RIIOR 5 9 Face nail each rafter 3-10d common(3' x 0.148");or ATTIC INSULATIO ridge strap to rafter 3-8d box(2 1/z"x 0.113");or PARTITION WALL PARTITION�NALL 4-3"x 0.131"nails 18 1"brace to each stud and late Face nail P 2-Sd common(2 1/2"x 0.131'); or 00 Q 2-10d box(3"x 0.128");or �- 3-16d box nails (3 1/2"x 0.1135");or LU 2 toe nails on one side and 1 toe nail 2 staples 1 3/4" M Y F- 6 Rafter or roof truss to plate 3-10d common nails (Y x 0.148');or WOOD TRUSS FRAMI 4-1od box(3"x 0.128"); or on opposite side of each rafter or O SEALANT TYPICAL ~ w W 4-3"x 0.131"nails truss 3-8d box(2 1/2"x 0.113");or SHEATH INTERIOR OF 00 = 19 1"x 6"sheathing to each bearing 2-8d common(2 1/2"x 0.131'); or ATTIC ACCESS T 00 U 4-16d (3 1/z"x 0.135");or 2-10d box(3"x 0.128");or Face nail +1"OF INSULATION LEVEL 00 3-10d common(3 1/2"x 0.1148"); or Toe nail 2 staples,V crown,16 ga.,1 3/4"long �Cyyv 1­1 4-10d box(3"x 0.128"); or 1"RIGID INSULATION Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 7 roof rafter to minimum 2"ridge beam 2-16d box(3 (3 1/0.1 x ")0. ;o);or 3-$od box( n x 01/2"x 0o131" ; or ACC O ( ) End nail ( ) ACCESS PANEL LADDER BLOCKING AS REQ'D 3-10d box(3"x 0.128"); or 20 V x 8'and wider sheathing to each bearing 3 staples,V crown,16 ga.,1 3/4"long Face nail DRAW ACCESS PANEL SNUG 3-3"x 0.131"nails WITH PERIMETER SCREWS INSULATED EXTERIOR WALL Wider than 1"x 8" TRIM AS REQUIRDED WALL 4-8d box(2 1/2"x 0.113); or M FINISHED CEILING 3-8d common(2 1/2"x0.131") ;or rn 8 Stud to stud(not at braced wall panels) 16d common (3 1/2"x 0.162") 24"o.c.face nail 3-10d box(3"x 0.128");or o ox x ;Or 4 staples,V crown,16 ga.,1 314"long Z 3"x 0.131"nails 16"o.c.face nail � z FLOOR DETAIL � DETAIL _ o 16d box(3 1/2"x 0.135");or � � 9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails 12"o.c.face nail AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S Q 0 z wall corners(at braced wall panels) 16"o.c.face nail 4-8d box(2 1/2"x 0.113); or AIR SEALING AT COMMON WALL IN.T.S > - J �i 21 Joist to sill,top plate or girder 3-8d common(2 1/2"x 0.131") ;or Toe nail BETWEEN DWELLING UNITS = Q 0 0 16"o.c.each edge face nail 3-10d box(3"x 0.128");or 2 C) _ 10 Built-up header(2"to 2"header with 1/2"spaicer) 3-3"x 0.131"nails I- Cn 12"o.c.each edge face nail oN W LO >- 5-8d box(2 1/2"x 0.113");or 8d box(2 1!2"x 0.113") 4"o.c.toe nail oN W m 11 Continuous header to stud 4-8d common(2 1/2"x 0.131"); or toe nail 22 Rim joist, band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 4-10d box(3"x 0.128") top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 3"x 0.131"nails 12 Top plate to top plate 16d common(3 1/2"x 0.162") 16"o.c.face nail 3-8d box (2 1/2"x 0.113");or ATTIC INSULATION 10d box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED 3°x 0.131"Halls 3-10d box(3"x 0.128");or seismic braced wall lines SD <-D 8-16d 2166d box(3 (3 1x "x 0.1)62");or face nail on each side of end joint 2 staples,1"crown,16 ga.,1 3/4"long INSULATION"R-VALUE/DEPTH PER CLIMATE" Double top plate splice for SDCs A-D2 with E �„ I RIGID .'b, r �., ��i�T4l,ro,.., .� 4 r°'•tl,�tA +. t "+rQ '� R I O spacing 12-10d box 3"x 0.128" or 4 z ( ) (minimum 24"lap splice length each 24 2"subfloor to joist or girder 3 16d box(3 1/2"x 0.135"), or Blind and face nail r t f y m 13 12-3"x 0.131"nails side of end joint) ) Double top plate splice SDCs D0, D1, or D2; 2-16d common(3 1/2"x 0.162") # flip m1'" sl �` '� COMPRESSIBLE WEATHERSTRIPPING w O N AT PERIMETER OF ENCLOSURE z J N and braced wall line spacing>25' 12-16d(3/12 x 0135") W _� 25 2"planks(plank&beam-floor&roof) 3 16d box(3 1/2"x 0.135");or At each bearing,face nail 0 CL 2-16d common(3 1/2"x 0.162") MECHANICAL LATCH TO (n O ATTIC FLOOR FRAMING PRESSURE SEAL AT W p _ 3-16d common (3 1/2"x 0.162") WEATHERSTRIPPING r- 26 Band or rim joist to joist 4-10d box(Y x 0.128");or End nail Ur w I I 4-Y x 0.131"nails;or o 4-Y x 14 ga.staples,7/16"crown z _J z U 0 J � U � Nail each layer as follows:32"o.c. J 20d common(4"x 0.192");or at top and bottom and staggered. w 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 0 > LL LLI 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides >0 W U Q N MANUFACTURED PULL W f- 0 �= O layers 2-20d common(4"x 0.192°);or o O w z Face nail at ends and at each 33-1 Od box-3' 0.1313'nails 28") or O DOWN STAIR � z - Q Lii g O splice O 4-16d box (3 1/2"x 0.135");or 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or DWG N O 4-10d box(Y x 0.128");or 4-3"x 0.131"nails At each joist or rafter,face nail 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail DETAIL 9 a V AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 13 L 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(3) TABLE R602.10.3(1) 8d @ 6"oc toed in BRACING REQUIREMENTS BASED ON WIND SPEED along braced wall REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS JTs STRUCTURAL NOMINAL MAXIMUM WALL PANEL NAIL SPACING WIND(SPEED h V ult 30- FOOT MEAN ROOF HIEGHT TOP PLATE PANEL (mph) 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure category - 6'� SIZE (INCHES) RATING (INCHES) (INCHES) EDGES FIELD 2 BRACED WALL LINES 1/2" MIN. STRUCTURAL (INCHES O.C.) (INCHES O.C.) B C D METHODS ULTIMATE DESIGN BRACED WALL LINE METHODS WOOD PANEL 8d COMMON NAILS 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 WIND SPEED STORY LOCATION SPACING METHOD LIB b METHOD GB DWB,WSP,SFB, CS-WSP,CS-G, PBS, PCP, HPS, @ 6"O.C.ON EDGES (2.0"x 0.113") (MPH) (FEET) BV-WSP,ABW, PF1 I, CS-PF ONLY PFG CS-SFB 16 6 12 170 140 135 8d COMMON NAILS 2d5 COMMON MON 1.75 24/16 7/16" ( ) 10 5.0 5.5 3.0 2.5 @ 12"O.C.ON 24 6 12 140 115 110 r" 20 10.0 10.0 5.5 5.0 along bracceed wall FIELD ONLY 14.0 14.0 8.0 7 FOR SI: 1 INCH =25.4 mm 1 mile per hour=0.447 m/s. f- AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTI N A. Panel strengc1th axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches �� 40 22.0 18.5 13.5 9.0 SIMPSON HDU4-SDS2.5 HOLDDOWN on center shall-be applied with. 22.5 22.5 13.0 FOR STRAP $ $d COMMON NAILS @ EA.END OF STRAP W/ V8 'DIAM.ATR(ALL THREADED panel strength axis perpendicular to supports. B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2. Lateral 60 26.5 26.5 15.0 13.0 FOR F EA. LATE T PLATFORM BELOW- bracing requirements shall be in d COMMON NAILS @ 16"O.C. ROD)ANCHOR, EMBEDMENT LENGTH accordance with Section R602.10. C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span 10 10.0 10.0 6.0 5.0 FLOOR JOIST F ANCHOR IN CONCRETE IS 10" rating. < 140 SILL PLATE Plywood siding rated 16 o.c. or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used 20 18.5 18.5 11.0 9.0 MIN.. USE SIMPSON SET EPDXY-TIE HIGH STRENGTH EPDXY ADHESIVE with studs spaced not : more than 16 inches on center. 30 27.0 27.0 15.5 13.0 '? " TO SECURE ANCHOR, DRILL 3/4 .. ;•.4. .i.'.. 40 35.0 35.0 20.0 17.0 ',•';,'.:••' DIAM. HOLE FOR EPDXY. FOLLOW 50 42.0 43.0 24.5 21.0 AN BOLTS MANUFACTURER'S INSTRUCTIONS. (OPTIONAL) 60 51.0 51.0 29.0 25.0 SPACING OF FASTENERS POURED CONCRETE/ 10 NP 15.0 8.5 7.5 MASONRY NUMBER AND Intermediate 20 NP 27.5 16.0 13.5 FOUNDATION U) DESCRIPTION z ITEM Edges a 30 NP 39.5 23.0 19.5 OF BUILDING ELEMENTS TYPE OF FASTENERa� b' c � h s����l�(�rts ' 4o NP 51.5 29.5 25.o END SHEARWALL ON FOUNDATION WALL Q (inches) (inches) K 50 NP 63.5 36.5 31.0 Q 60 NP 75.5 43.0 36.5 W 0 z W subfloor, roof and interior wall sheathing to framing and particleboardwall W 2E Q Z sheathing to framing O r U [see T zible P; :02. ) for v.'ood strL.CtL1ral panel exterior tvall sheathing to wall framing] TOP PLATE II II II II w CD TABLE R602.10.4 6d common (2" x 0.113") flail BRACING METHODS 611 Continuous Sheathing Method SEAL (SLl17flOC�r, wall)i :•� SOLID BLOCKING BETWEEN ,`/RFD ARC 1 ROOF JOISTS/RAFTERS ATTACHED TO TOP ,I 1 „ Sci common '(2 0,131" nail f CONNECTION CRITERIA PLATES COMMON - 0�5 KTF'�i� /F /2 12 MINIMUM THICKNESS FIGURE SOLID BLOCKING BETWEEN LENGTH OF BRACED WALL PANEL (roof); or RSRS-01 (2 l',� x �}.113,r) METHOD, MATERIAL Fasteners Spacing RAFTERS/JOISTS ATTACHED TO TOP _ �( G PLATES 8d COMMON @ 6"OC ALONG nail (r ocl`Y Exterior sheathing 6"edges 12" LENGHT OF BRACED WALL PANEL t '` CS-WSP �"a6e R602.3(3) field '9�� 0294E��� ContinuouslyOF N = K� 8d Common nail (2 /2" x 0.131 }; zt> mdl,s Uctural � ?« prtejh�,ip7o pr�vper Varies r BRACED WALL PANEL CONNECTION .?�.5 it'd .:. �V VL..� �r �`�`"' fastener 3 1 19/32" 1 " or RSRS-01 ; (23/8" x 0.113") nail 6 12f panel (roof} TO PERPENDICULAR RAFTER/ ROOF JOISTS 10d common (3" x 0.148") nail; or 12 32 8d (21/2fr 0.131") deformed nail FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING Other wall sheathingg FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS 11/2" galvanized roofing nail, FOR SI: 1 FOOT = 304.8 MM CONTINUOUSLY SHEATHED r CONTINUOUSLY SHEATHED 33 1 /2" StruCtural cellulosic fiberboard 7/16" lead diaineter, or 1114rr long 3 6 BRACED WALL LINE r BRACED WALL LINE sheathing 16 ga. staple with 7/16" or l " WWI 00 o crownCOw w EIEEI � � U 13/4"" galvanized roofing nail, Z [:IEIE 00 BWL3 BWL2 BWL1 Q 0- r 34 25/32" str-LICtUral Cellulosic �/16" held djarneI.'er, or. 11/2„ long, 3 - - --- --- - - � c� 6 m HOLD-DOWN I I RETURN .� fiberboard board sheathing 16 ��. staple Wrtll 7/1 6" Or 1 „ I I o PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT I � U END OF BRACED WALL LINE END OF BRACED WALL LINE Crown I I END CONDITION 1 END CONDITION 2 CD I I I N ILL W O 11/2" galvanized roofing nail; I I I g CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED J I z BRACED WALL LINE BRACED WALL LINE W z Z d step e galvanized, z _ 35 1/2,1 gYl)sur�ri sheatl�in�; � 7 � o LLj W J 11 /2�" Iong, 1.I/4" screws, Type W I I o o :D Q I I I W = 0 0 or Z) EIE] El El U) a � U) Cr } W NQ 13/4" galvanized roofing nail; co I I m U m --- --- - ---- A 5 ,I �., C( staple galvanized, 3 7 7 m / gypsum sheathing m RETURN 16/g" long, 13/g" screws, Type ti1V 48" MINIMUM BRACED WALL PANEL PANEL D* FIRST BRACED NOTE:CONTINUOUS SHEATHING 10 MAX or S METHODS REQUIRE ALL FRAMED AT END OF BRACED WALL LINE WALL PANEL PORTIONS OF THE BRACED *SEE REQUIREMENTS O o WALL LINE TO BE SHEATHED. END CONDITION 3 END CONDITION 4 m CV yowl , r r;:t .sr<tl panels, combination subfloor �tr,clCr1nyment to framing J o 0 REQUIREMENTS _I 6d deformed (2" x 0.120") nail; or � CONTINUOUSLY SHEATHED RETURN PANEL : 24" FOR BRACED WALL LINES SHEATHE WITH D- BRACED WALL LINE �'/, and If'SS 1 1 WOOD STRUCTURAL PANELS 32" FOR BRAC D WALL O 8d common (2 /2" x 0.131 ") nail p -' LINES SHEATHED WITH STRUCTURAL FIBERBOARD tY DISTANCE D : 24" FOR BRACED WALL LINES SHEATHED W TH U ('J w II rye 1 �' WOOD STRUCTURAL PANELS 32" FOR BRAC D WALL Q v •_ �Orlln10C1 (2 /2 0,1 �1 ) nail; LINES SHEATHED WITH STRUCTURAL FIBERBOARD p -j - CO3 7/b" . . 1" or 6 12 CD CO 8d deformed (21/2" x 0.120") nail [11:1 EHOLD-DOWN : 800 Ibs CAPACITY FASTENED TO THE EDGE OF THE U � � w � N DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND W LU I- tZ Z TO THE FOUNDATION OR FLOOR FRAMING B LOW p J w v W W Q U (� Q I- o 10c common (3" x 0.148") nail; or � � Q rn �� 1 1/�,I � 1 1/�„ 1 6 12 HOLD-DOWN � d deformed (2 / 'r x 0.120") nail DEVICE FIRST BRACED WALL PANEL DWG NO END CONDITION 5 FOR SI : 1 INCH = 25AMM, 1 FOOT= 304.8 MM, 1 POUND = 4.48 N 10 11 �11 13 TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1 .00 BRACED WALL LINE E BRACED WALL LINE F ADJUSTMENT FA8�01R BRACED WALL LENGTH=12.6 BRACED WALL LENGTH=12.6 BRACED WALL LINE G ITEM NUMBER ADJUSTMENT BASED OMTORY/SUPPORT NG CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS INTERPOLATED LENGTH 10'@ 5'= 12.6 @ 6.3'(2 STY.) INTERPOLATED LENGTH 10'@ 5'=12.6 @ 6.3'(2 STY.) BRACED WALL LENGTH=25.3 TABLE R602.10.3(1) BY THIS FACTOR] MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 INTERPOLATED LENGTH 20'@ 5.0'=25.3 @ 6.3' B 1.00 AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 ONE-STORY C 1.20 ADJUSTMENT FACTOR*iMD DOWN DEVICE=0.8 ADJUSTMENT FACTOR 4-IMD DOWN DEVICE=0.8 AS PER TABLE R602.10.5(CS-WSP METHOD) STRUCTURE D 1.50 OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS ADJUSTMENT FACTOR=HOLD DOWN DEVICE=0.8 TWO-STORY B 1.00 EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY=1.0 OTHER ADJUSTMENT FACTORS 1 EXPOSURE CATEGORY C 1.30 ROOF SAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 ROOF SAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 EXPOSURE CATEGORY B-1 STORY=1.0 STRUCTURE D 1.60 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 ROOF SAVE-TO-RIDGE HT.-ROOF +1 FLOOR>5'=1.15 B 1.00 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 THREE C 1.40 REQUIRED BRACED PANEL LENGTH=1.0(6.3)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 REQUIRED BRACED PANEL LENGTH=1.0(6.3)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 STRUCTTUREURE D 1.70 =6.51 <7.0 PROVIDED =6.51 <7.5 PROVIDED REQUIRED BRACED PANEL LENGTH=1.0(6.3)X(1.15)X(0.85)X(0.95)X(1.6)X 0.8 55 FEET 0.70 =7.48<8.0 PROVIDED ROOF ONLY 10 FEET 1.00 15 FEET 1.30 20 FEET 1.60 ALL METHODS 55 FEET 0.85 2 ROOF EAVE-TO-RID E ROOF + 1 FLOOR 10 FEET 1.00 HEIGHT 15 FEET 1.15 20 FEET 1.30 55 FEET 0.90 ROOF + 2 FLOORS 10 FEET 1.00 15 FEET 1.10 20 FEET NOT PERMITTED m 8 FEET 0.90 9 FEET 0.95 C° 3 WALL HEIGHT ANY STORY 10 FEET 1.00 23'-011 36'-4" ADJUSTMENT 11 FEET 1.05 14 6 31-01 2'-6" 3'-0" 12 FEET 1.10 BWL 1 END CON ITION 1 E D CONDIT ON 1 BW1z1 _ z 00 - z NUMBER OF BRACED 2 1. � 4 WALL LINES (PER PLAN ANYSTORY 3 1.30 O - �_- - - - - - - - - - - - - - - - - - - - - - - - - - - -c o 4 1 1.451 DIRECTI(EN) > 5 1.60 i o ® p FASTENED TO THE ENE 0 U 5 ADDITIONAL 800-F'O ND TOP STORY ON STUDS OF EACH BRACED DWB, WSP, SFB I o o z WALL PANEL AND TO TH 0.80 PBS, PCP, HPS, z F- SEAL HOLD-DOWN DEVI E FOUNDATION OR FRAMING 3ELOW o I o W I 0 CD ��FZED AR DWB, WSP SFB a' J I a' I a' C�� 6 INTERIOR GYPSUM B RD ANY STORY OMITTED FROM INSIDE FACE 1.40 PBS, PCP, HPS, CS- m FINISH (OR EQUIVAL NT) OF BRACED WALL PANES WSP, CS-G, CS-SFB - m I gnu 5'-0° / � I 4 INCHES O.C. AT PANEL EDGES, 6'-0" u� END CON ITI N � O ' [,2 _p END CONDITIO 1 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB BWL 2 .- \ i/ I r-g y 29 65 O� FASTENING PLATES, AND ALL HORIZO TAL - - - - L 2 B �. y JOINTS BLOCKED p771" O F NEB \ / o \\ // I �\ ,,/ w \ / Ll - - - - - - - - - - - - • - - - - - - - - - - - - 00 cli ,I co 0 c,) Y I.-: i r`, w W 00 /\ / \ Im cZ z / \ Q z co z / \ I I o 0 O - - - - - - - -- L, u w o m ~ 0 Q >- BWL 3 1zi1 - z z 1119 BVVL3 Q o g _ z Ic� �a END CONDITION 1 = 00 END CONDITIO� 10 z O cn N � Lo >- I ti ti � Wcm U N to o z Im M . z o - z O O E i BWL 4 2'-4" 2.4 BWL 4 zz ND CONDITION 1 z p END CONDITI1 0 O z 23-10" 13'-8" zm q Z �= W m U o U C j O N z O z J N m W � U W 0 BWLS N z BWL5 D o - - - - - - - - - - - - - - - - - - - - - - 3'-10" 3'-10" c� � - - - - - - --f- - - - - - END CONDITION 1 END CONDITION 1 0 (� 1 II z z I _j I � Q - - BRACED LINE 00 141-8T' m > ILLILLw W W ~ n N BRACED WALL PANEL w 0 _I N w z 0 wz � O� BRACED WALL PLAN (1ST FLOOR) W W Q z Q Lu 0 BRACING METHOD : CS-WSP ( SEE DET.SHEET) 1/4°= 1°-0" DWG NO a 11 13 BRACED WALL LINE 3 BRACED WALL LINE 2 BRACED WALL LENGTH=23.8 BRACED WALL LINE 1 BRACED WALL LENGTH= 14.5 INTERPOLATED LENGTH 20'@ 5'=23.8 @ 5.95' BRACED WALL LENGTH=23.0 INTERPOLATED LENGTH 10'@ 2.5'=14.0 @ 3.5' INTERPOLATED LENGTH 20'@ 5'=23.0 @ 4.34' MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=5.95 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=3.5 AS PER TABLE R602.10.5(CS-WSP METHOD s i` TI`'.T C7 I''=i D` ': ":iT 'IIC �"' E PORTAL Er" ",°~C (1,x,"P1 P ;i`EI 's'' t L F,*�eILS MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=4.34 AS PER TABLE R602.10.5(CS-WSP METHOD) ) ��t 1�'}`�W r.,','�T!-I w„,.r=wE��CPTr•.9 I`�:i-.I'^�` AS PER TABLE R602.10.5(CS-WSP METHOD) ADJUSTMENT FACTOR=HC(LD DOWN DEVICE=0.8 F £• �� ',f,..s i �'kC- - ADJUSTMENT FACTOR*iODD DOWN DEVICE=0.8 ADJUSTMENT FACTOR=HOILD DOWN DEVICE=0.8 OTHER ADJUSTMENT FACTORS (- <- } OTHER ADJUSTMENT FACTORS EXPOSURE CATEGORY B-1 STORY=1.0 I✓"ASTEt; �.ri�;C STUD OTHER ADJUSTMENT FACTORS EXPOSURE CATEGORY B-1 STORY=1.0 TO tiEA.DER ^;', ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR 15'=1.15 .-, I•.,, '., -D,:{IDi i 07 Or-IF .��ItiC €x DER% EXPOSURE CATEGORY B-1 STORY= 1.0 ROOF EAVE TO RIDGE HT.-ROOF +1 FLOOR 15'=1.15 c�Y' DO' LE :T.".1 1�'),.> , ._R , �-- ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR 15'= 1.15 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 TENS!O�ST�i P PEP WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 NUMBER OF BRACED WALL LINES PER DIRECTION 6= 1.6 t " WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 TAE LE 602.10 CA x NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 t' <t .s' "t= ` ( REQUIRED BRACED PANEL LENGTH (ti, N O , OSITzc ..1,.� ai tt NUMBER OF BRACED WALL LINES PER DIRECTION 5=1.6 EI .> i r�_�;i;r; „.,�,,,,,,,�, :; 5� I REQUIRED BRACED PANEL LENGTH = 1.0(5.95)X(1.0)X(1.15)X(0.95)X(1.6)X 0.8 OF S�r G� REQUIRED BRACED PANEL LENGTH= 1.0(4.34)X(1.0)X(1.15)X(0.95)X(1.6)X0.8 = 1.0(3.5)X(1.0)X(1.15)X(0.95)X(1.6)X 0.8 c• ~-^--,• =8.3<9.0 PROVIDED 6.0=6.0 PROVIDED = �~~ � .,.�, .. <. �-;� c� 4.88<5.0 PROVIDED till:, 2'x 110, ( I` :'...LE.•' � I.IE'L ,.. ;C zT x ri ';; :,_ E i- ',7-,ry ;-:. `- :, I „ BRACED WALL LINE 4 $SE "D,r. ��-a BRACEDVI�ALL LENGTH= 13.6 '. tY Im ,'��� BRACED WALL LINE 2B r"c'T•1� I � '� -^ 3 E 't LiC`ED"E` ` 1 .' `° ,«�^�+! 4� INTERPOLATED LENGTH 10' 5'= 13.6 6.75' 2 STY. 4 r .Z.�i i.. f' ±T t"'l ry....f F .F`."-.: .i..t,:_ Y r i i r:i.d F.S.!:' .-I @ @ ( ) �c}r? '<,L�:'r.".1.' C'" 5k. a :,� '.;.'"4rw srjC`Li }v s Al�, 3�.�: < t +r,+g V a ._� BRACED WALL LENGTH=36.3 ,. :=p :S SH %'% NAILED TO CC'*1 •'O<< Pf PTO MINIMUM TOTAL LENGTH FEET OF BRACED WALL PANELS=6.75 n^ F;,T'TEl"...xy�,... .,r,O,,,c ,� ,C�, x' ^ems (FEET) ., S OC K11: 0�Y''r I�T�"1iN TH!- •A o i i'�EA._`E 6��r l i H r. vl,^ T'wIDLE .�4`OF TFE !� T$" 3 ( ) BRACED WALL LINE 5 INTERPOLATED LENGTH 40'@ 9.0'=36.3 @ 8.1' `----- }i t.�Efti T��.i".da r,- TLi t Ts=u ' E" Tr.1,L1~ -- I AS PER TABLE R602.10.5 CS-WSP METHOD g. ,, . . FTA.L-f E(-*%HEIC14 T- p` j F Ci"�'," t�E '(D ADJUSTMENT F BRACED WALL LENGTH= 14.6 ! ADJUSTMEh. FACTOR DOWN DEVICE=0.8 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=8.1 I�`tJ'..s;.4i} °,•s L1:i Ci..7 i......i:.s 'st,- ..:.' !. Sr S •�°;s.-, y t rs � _ St, ",i- tr4^. ONE FZG 1, OF;3"0,O_ < x ! ,,,,,.r;ER,��AV-S AT INTERPOLATED LENGTH 10'@ 5'=14.6 @ 7.3'(2 STY.) AS PER TABLE R602.10.5(CS-WSP METHOD) Q > Cs F C`- ,;� D"E O- F , . b.f>,iLl«(G I-PEO.i�IP,-�D +O C ems.. OTHER ADJUSTMENT FACTORS MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=7.3 ADJUSTMENT FACTOR=11GLD DOWN DEVICE=0.8 INS EA,CH F'AN, El-;EL'G ^" ' '' I EXPOSURE CATEGORY B-2 STORY= 1.0 i AS PER TABLE R602.10.5(CS-WSP METHOD) OTHER ADJUSTMENT FACTORS qI"1'. Dr,icc LE ''x 4' 1-R A.`.a"'av C0%E R E D V,,lTH�;i .4ir �. t= ROOF EAVE-TO RIDGE HT.-ROOF +1 FLOOR<5'=0.85 >, , �w 'filt=- xOOD ADJUSTMENT FACTOR=H( LD DOWN DEVICE=0.8 EXPOSURE CATEGORY B-1 STORY=1.0 97!''�"TI-g C^ ,'*�".'OOD STR'U'_'TI.l 4,L,PAp,'p^E:1.SHE:'{'€H,,9'.'G �Yz I�'x�L E C s L�,� s Y I�� tiT�dtJCT1i?r?�,L WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 r' - SfaI�: C. L✓f'✓t ii i!"sxi iL:^^4;�A:'S i.�LL:, L_v`.. IAILSA ! Fr t.r Tn ^�F # `. t RA E;DC,.,- ,RLI �"1,3 l ��, Pk,EL OTHER ADJUSTMENT FACTORS ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 {'wTU�t`�A.'aLf SI!L:S +�5 -'`� x. �, p 4 NUMBER OF BRACED WALL LINES PER DIRECTION 5=1.6 h r! =a,Tl i1.�C EXPOSURE CATEGORY B-1 STORY= 1.0 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 REQUIRED TRACED PANEL LENGTH= 1.0(6.75)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 COIJIIL!E x 4 POST g � ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 NUMBER OF BRACED WALL LINES PER DIRECTION 4= 1.45 r ` r:a t F•; o t,_ e r e :n ? r G Y •v;-."a`''6,�..'C'1 STUD) e =8.7>5.0 PROVIDED s I ¢ EEr,1,T'` C PAN_ �-R TA EwE E SO 2. 0".,� I ( ) WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 REQUIRED BRACED PANEL LENGTH > � ^..y.E OF JACK Y �( =1.0(8.1)X(1.0)X(0.85)X(0.95)X(1.45)X 0.8 x STUDS PER.T.*LES p. NUMBER OF BRACED WALL LINES PER DIRECTION 5=1.6 0t 4<�T` --a A','CP�ww 0 R,I<O .TS PX412R'`t(1) (2) BRACED WALL LINE A REQUIRED BRACED PANEL LENGTH =7.58<8.0 PROVIDED .+' V4STr'Lr EID 6"-rc `'2 T1 c''�i R,103 1 C,V,l Tl"' r ,. = 1.0(7.3)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 � . SEE PFG PORTAL FRAME @ GARAGES 7.5<7.6 PROVIDED BRACED WALL LINE D _ F0-R' S;F;lc" E P0R ;L "i-'" �J BRACED WALL LINE C = r;- BRACED WALL LINE B BRACED WALL LENGTH 6.6 c. '•� r'• - =--' �" '^'•'*'>a I,Y - BRACED WALL LENGTH=6.6 BRACED WAI-L LENGTH= 10.0 - INTERPOLATED LENGTH 10'@ 5'=3.(2 STY.)3 @ 6.6' z INTERPOLATED LENGTH 10'@ 5' 3.(2 STY.)3 @ 6.6' MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.6 9 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS= 10.0 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.6 � AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS WSP METHOD) > '�.__*,*;OL,OR C W'+LTS FIER AS PER TABLE R602.10.5(CS-WSP METHOD) ADJUSTMENT FACTOR H00 DOWN DEVICE=0.8 w ADJUSTMENT FACTOR 1•iODD DOWN DEVICE=0.8 � ADJUSTMENT FACTOR HOIOD DOWN DEVICE=0.8 OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS EXPOSURE CATEGORY B-1 STORY= 1.0 OTHER ADJUSTMENT FACTORS EXPOSURE CATEGORY B-2 STORY= 1.0 t► �7 EXPOSURE CATEGORY B-2 STORY=1.0 SEAL RCJ�` T vr1 d I a S:�CTIOe ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR 15'=1.15 ROOF EAVE-TO RIDGE HT.-ROOF +1 FLOOR<5'=0.85 ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 WALL HEIGHT ADJUSTMENT-ANY STORY 9'=0.95 '(BRED WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=N> WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 0�5 K NUMBER OF BRACED WALL LINES PER DIRECTION>5=1.6 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. REQUIRED BRACED PANEL LENGTH=1.0(10.0)X(1.0)X(1.15)X(0.95)X(1.6)X0.8 NUMBER OF BRACED WALL LINES PER DIRECTION>5=1.6 REQUIRED BRACED PANEL LENGTH=1.0(6.6)X(1.0)X(0.85)X(0.95)X(1.6)X 0. 13.9<10.0 PROVIDED REQUIRED BRACED PANEL LENGTH= 1.0(6.6)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 =6.82>6.6 PROVIDED �- = I � =6.82>6.6 PROVIDED FIGURE R602.10.6.3 NET 0294 METHOD PFG-PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN Cf, EGORIES A, B AND C FOF NE`N - - - -NI71v161=F26FSRA_CEDtIVAttL1NE5=PEROtRIfOIV�S=1-6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1I � � I � - - �- - I I II II O ' 00 / \ Lu ® i r U 0O i w LLI 00 U OD E / \ � � M 11- (0� JEL.. F_ 7 co t9 W O {8} L J o z o z z II II � Q II 0� II n < U) II \ IICD II II w m o Q c� Q II O BWL 3 Do . II L- - - - - - - - - - - - - - - - - - � . - .- r Iml - z O z O ti r- ti ti p z `° Q `fl oZ w U O o c� z Z N J w o w ___I z 0 IZ w "' O0 - - CD BWL 4 2-5 BWL 4 zz T w 0 0" U o w II m END CONDITION 1 END CONDITIgr�l o Cl Z O z J z O U -8 13 °° U o _I C7 cn -Liz: 0 w - OU > LL w - BRACED LINE BWL 5_ "' BWL 5_ _ _ _ _ v 0 J cV BRACED WALL PANEL ~ Cn Z = = w O BRACED WALL PLAN (2ND FLOOR) 3'-10� 3'-10" � w � z � w Q END CONDI ION 1 z Q 0 o END CONDITION 1 BRACING METHOD : CS-WSP ( SEE DET.SHEET) 1/4"= 11- 0" w i i L.L DWG NO m 14'-8" 12 13 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA C3)' ENERAL NOTES [REFER TO TABLE R301.2(1)OF-MIZOINTERNATIONAL RESIDENTIAL CODE BLOCKING @ ENDWALL WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN GROUND DESIGN DESIGN UNDERLAYME T HAZARD FREEZIN ANNUA RIDGE-PLATFORM FRAMING ONLY GENERAL: SNOW LOAD SPEEd TOPOG BORNE CATEGORY FROST LINE TEMP REQUIRED INDEX TEMP RAPHIC DEBRIS WEATHERING TERMITE 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING MPH DEPTH 1 MILE g 3 FEET MODERATEYES CONTACT 599 DEPARTMENT. 20 PSF 130u1t NO F FROM E SEVERE BOF TO HEAVY BLDG DEPT 2. ALL WORK SHALL CONFORM WITH THE 2020 R.C.N.Y.S. AS WELL AS ALL OTHER CODES INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET REFERENCED THEREIN,AND LOCAL BUILDING CODES. ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2020 MCNYS 309.1)SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING,MINIMUM 75 DEGREES COOLING ATTIC 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP 15,DRY BULB 89,WET BULB 75(2020 PCNYS APPDX D)ALSO AS PER 2020 RCNYS CHAPTER 16 SECTION 1609 AND ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY ASCE7-WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B.USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND. BLOCKING 2 BAYS THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND BACK @ 4'-0"O.C. CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY TABLE R301.7 ARISING THEREFROM. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS J 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS MINIMUM UNIFORM DISTRIBUTED DESIGN LO DS ALLOWABLE Q FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. STRUCTURAL MEMBER DEFLECTION 3 [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORKSTATE] 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. RAFTERS HAVING SLOPES GREATER TH* L/180 SECOND FLOOR z USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO w 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT RAFTERS L TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, EXTERIOR BALCONIES 60 psf 10 psf AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. INTERIOR WALLS AND PARITIONS H/180 �X BLOCKING 2 BAYS -L/3-- I I DECKS 40 psf 10 psf �8-• �! BACK @ 4'-0"O.C. I I 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, PASSENGER VEHICLE GARAGES 50 psf AS PER PLANFLOORS AND PLASTERED CEILINGS L/360 X I I CERTIFICATES, CERTIFICATE: OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 li I I EXTERIOR WALLS WITH PLASTER OR INTERIOR ZONE I NO NOTCH ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf H/360 �8„ k�X �` D 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC. AND IS STUCCO FINISH XX D/6 MAX. �-PERMITTED FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT IS NOT ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS WITH L/240 �� PERIMETER ZONE FIRST FLOOR I I CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS WITH L/120 NOT GABLE WALL I I CD6 MAX. 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND 200 psf 10 psf FLEXIBLE FINISHES ) 2 5 a % ( 5 2 2 ) 6 (EDGE O�IE) 3 7 & + ( 6 BLOCKING 2 BAYS GUARDRAILS AND HANDRAILS P p BACK @ 4'-0"O.C. IS RESPONSIBLE FOR DESIGN INTENT ONLY. ROOF LOADING(LIVE=GROUND SNOW LOAD 12 psf FOR NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. 2.SEE FASTENING SCHEDULE A FOR NAILING FLOOR JOIST-CENTER CUT 10. ANY MATERIALS OR WORKMANSHIP FOUND ATANY TO BE DEFECTIVE SHALL BE ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf ATTIC IN EA.ZONE DA MAX. BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. RESIDENTIAL CODE OF NEW YORK STATE) 15 psf FOR a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 QATH 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS T D TO BE FOLLOWED. 12. IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED D/3 MAX. CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION NAILING AND STRAPPING **ALL STRAPPING TO BE '1�4 x 16 GAUGE STL** THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. "SIMPSON" EQUIVALENT - CS16Z (COILED STRAP) Z 14. WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SEC. R701 AND INSULATION 12" MIN. bE3 ARING 40 SHALL BE IN ACCCORDANCEE WITH SECTION R316. MAX.D FROM > 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND SUPPORT FLOOR JOIST-END CUTS ' w EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 16. THIS PROJECT COMPLIES W1 THE 2015 INTERNATIONAL RESIDENTIAL CODE AND MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, 12 AT RAFTER TO RIDGE CONNECTIOr@ EACH D SEAL PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 FOR STRAP- a $d COMMON NAILS @ EA.END OF STRAP `BRED 'qRC SIMPSON STROH7Z IE FOR NOTED COLLAR/CLG TIE- $ 10d COMMON NAILS @ EA. D/3 MAX. 0�5 J�N K T�,'y/� CARPENTRY: COLLAR TIE 1. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) AT RAFTER TO TOP PLATE TO STUD CONNECTIOt@ 16"O.C. � n� � 1 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) I FOR STRAP- a $ d COMMON NAILS @ EA.END OF STRAP RAFTER CEILING JOISTS � LF HATE FOR TOENAILING-.5 $ d COMMON NAILS 3. SILLS TO BE FLASHED (TERMITE SHIELD)W/SILL SEAL. SILL TO BE A.C.Q.WOOD FOR C.J.TO R.R.- 11 15d COMMON NAILS(FOR 5 PITCH) y o q 16d COMMON NAILS(FOR 8 PITCH) T 2-2"x 6" U.O.N. FOR C OF EA.PLATE TO PLATFORM ABOVE- 1 16d COMMON NAILS @ 16"O.C. F OF NE`N 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. D/3 MAX. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) I AT STUD TO Fl^OR ASSEMBLY TO STUD CONNECTI�J16"O.C. 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS. (U.O.N.) (ONLYAPPI,IABI E FOR TWO STORY CONFIGURATIONS): 7. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. FORSTRAP- a $d COMMON NAILS @ EA. END OF STRAP FOR�OF EA. PLATE TO PLATFORM ABOVE&@LC OF EA.PLATE TO 2 IN.MIN.FROM TO 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ ALTERNATE PLATFOF;•S BELOW- J 16d COMMON NAILS @ 16"O.C. AND BOTTOM OF JOIST PIPE OR CONDUIT MODELS NUMBERS ON PLANS. CONFIGURATION 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY D(ACTUAL DEPTH) ESCAPE. IN CONFORMANCE WITH 2O15 I.R.0 CODE SEC. R310 MIN OPENING OF 5.7 SO. FT (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS)W/ AT STUD TCE,OOR ASSEMBLY TO SILL PLATE(S)CONNECTICT 16"O.C. CUTTING DRILLING AND NOTCHING DETAIL MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED j r FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. FOR STRAP- - a $d COMMON NAILS @ EA.END OF STRAP OF JOISTS 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. j [ FOR FOF EA.PLATE TO PLATFORM BELOW- ALL GLAZING SHALL COMPLY WITH SECTION R308. 1 16d COMMON NAILS @ 16"O.C. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 '''�' a : .!: `'• 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE .' .; ,SIMPsoN"LTP4 INSULATION IN ALL FRAMED WALLS, FLOORS, RDOF AND CEILINGS COMPRISING (of?EQUAL) ELEMENTS OF THE BUILDING THERMAL ENVELOREACCORDANCE WITH SECTION N1102. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION 00_ 0 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2020 I SLAB ON GRADE APPLICATION:@ 32"O.C. RCNYS SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. M Y ~ 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION' FOR STRAP- 3 IL d COMMON NAILS @ EA. END OF STRAP *' .::'.. FOR OF EA.PLATE TO PLATFORM BELOW- 1 16d COMMON NAILS I` = W ()0 U OF WORK. T.• ', ;., @ 32"O.C. 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 AND LOCAL BUILDING DEPARTMENT. 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION R314. *TYPICAL SECTION* DETAILS ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF - PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. rn co FOUNDATIONS, CONCRETE AND MASONARY: TABLE R301.2.1.2 a > 1. ALL FOOTINGS TO BEAR UPON FIRM, VIRGIN,UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE -' Z 2. SOIL ASSUMED TO HAVE A,MINIMUM BEARING CAPACITY OF (1)TON/SQ. FOOT. FOR WOOD STRUCTURAL PANELS a,b,c,d NOTE , HANDRAILS& Q Z Z ALL STAIRS p Z 3. FOOTINGS TO REST A MIN 3'-0" BELOW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO NAILING & STRAPPING EXTERIOR WINDOW/DOOR HEADER } - -� LLi RAILINGS SHALL COMPLY d CY J (1' RISE MAX) W/RCNYS SEC. R 311 = Q p O 2 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON o I-_ � } PLANS. (U.O.N.) FASTENER SPACING (INCHI��) TOP PLATE o Q N Q N W e- m 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF FASTENER 4 FEET< 6 FEET< TYPE PANEL SPAN PANEL SPAN PANEL SPAN FRAMING OR PROPER BRACING IS IN PLACE. <4 FEET <6 FEET <8 FEET FASTENING SCHEDULE B 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. BORED HOLE MAX. 7. ALL OPENINGS FOR GS FLUES, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. No. 8 WOOD SCREW BASED ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OF ENINGE DIA.40 PERCENT ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ ANCHOR WITH 2-INCH 16 10 8 A [IN ACCORDANCE WITH WFCM w OF STUD DEPT SIDES AND ENDS. U.O.N. EMBEDMENT LENGTH Z 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF 9 O No. 10 WOOD SCREW BASED NOTATION 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. ANCHOR WITH 2-INCH 16 12 9 D ROUGH A B C D E F z_ HARDWOOD OR STEEL HANDRAIL 5/8"MIN.TO EDGE W O CV S_ if 3,500 P.S.I. GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. EMBEDMENT LENGTH OPNS �U W/1 1/2"MIN. FINGER CLR.AND NOT U V (V 9. CONCRETE SLABS TO REST UPON MINIMUM 6" OF FINE GRAVEL OR SAND WITH E 2'-0" 2 1-2"X a" 1 1 1 1 0o o TO PROJECT MORE THAN 4.5" 0 5/8"MIN.TO EDGE W J MINIMUM 6MIL. POLY. V.B. (@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. %-INCH LAG SCEW BASE B C FROM THE WALL. ANCHOR WITH 2-INCH 16 16 16 011 NOTCH MUST NOT 10. ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. EMBEDMENT LENGTH 4'-0" 4 1-2"X 4" 2 2 2 2 w EXCEED 25%OF (n p 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND 2-2"X a" 1: STUD DEPTH Li O1 OR _ ry EVERY 18" O.C. HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE 6'-0" 6 F 2"X 6" 3 3 3 3 W/WEEP HOLES @ 4'-0"O.C. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 2-2"x 4" BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 600% 0 CD W iI 8'-0" 8 -orz- 3 3 3 3 LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. 1-2"x 6" Z J Z Q SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO � U � b.Fasteners shall be installed at opposite ends of the wood structural panel. 9 WOOD STRINGER SECCESSIVE STUDS ARE DOUBLED J U FROM FOOTING TO 2"ABOVE FINISHED GRADE, UNLESS WET SITE CONDITIONS EXCEED pp p 10'-0" 10 2-2"X 6" 4 4 4 4 M TREADS,&RISERS STUD AND SO BORED J - c.Nails shall be 10d common or 12d box nails. Q w CODE LIMITS. d.Where screws are attached to masonry or masonry/stucco,they shall be W 13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. attached utilizing vibration-resistant anchors having a minimum ultimate 12'-0" 12 2-2"x 6" 5 4 5 a W W withdrawal capacity of 490 pounds. a e Q W U N PLUMBING MECHANICAL FUEL GAS, A/C: NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. U J H Z 1 1/4"NOSING w Q 1. PLUMBING TO COMPLY WITH 2O20 I.P.C, 2020 I.M.0 AND 2020 I.F.G.C. U P�TFE 3 BUILDING PLANNING SECTION R301 DESIGN A JACKS&KINGS cm r�T - WRAPPED UNDER DRILLING AND NOTCHING DETAIL ° W W z � w Q AND THE BUILDING DEPARTMENT. 3 SILL PLATE *'MINIMUM WIDTH OF STAIRS TO BE 3'-0" 0- Z U (n Q I-- o O STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF/6'AND A MAXIMUM 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S. REQUIREMENTS. SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY OF STUDS 3. PLUMBING, MECHANICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL LL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT STAIR DETAIL DWG NO SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), T MENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE AND FUEL GAS CODE (CHAPTER 24) OF 2020 RCNYS �SIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN 4. ALL WASTE AND VENTS ABCVE FLOOR SHALL BE SCHEDULE 40 THICKNESS VISIONS OF THE 2020 I.R.C. N.T.S. 13 SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. I ZZJ 5. THE EX. HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF 1 3 PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE.