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HomeMy WebLinkAbout49849-Z �oof Solo/ Town of Southold A * P.O. Box 1179 53095 Main Rd �`�oourrrr Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46590 Date: 10/17/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1610 Paradise Shore Rd Southold, NY 11971 Sec/Block/Lot: 80.4-19 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/11/2023 Pursuant to which Building Permit No. 49849 and dated: 10/06/2023 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 a front covered porch, attic (storage only), and an attached garage as applied for. The certificate is issued to: Leonard Marano ,Donna Marano Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-18-0085 9/14/2025 ELECTRICAL CERTIFICATE: 49849 6/26/2024 PLUMBERS CERTIFICATION: William Gremler 7/2/2024 Aut ' ed Sig ture Offal TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE • � SOUTHOLD, NY �y4jp1 � ��0�4Y 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#: 49849 Date: 10/6/2023 Permission is hereby granted to: Marano, Leonard 565 Milligan Ln West Islip, NY 11795 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1610 Paradise Shore Rd, Southold SCTM # 473889 Sec/Block/Lot# 80.-1-19 Pursuant to application dated 7/11/2023 and approved by the Building Inspector. To expire on 4/612025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,014.40 CO-NEW DWELLING $50.00 Total: $1,064.40 Building nspector hO��pF SO(/Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q ,�. • �o sean.devline-town.southold.ny.us Southold,NY 1 1971-0959 oI�cDUNm��v BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Leonard Marano Address: 1610 Paradise Shore Rd city:Southold st: NY zip: 11971 Building Permit#: 49849 Section: 80 Block: 1 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: V. Allegretta Electrical License No: 35591 ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 52 Ceiling Fixtures 10 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 39 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 2 Transfer Switch 200A UC Lights $' Dryer Recpt 30A Emergency Strobe Heat Detectors 3 Disconnect Switches 40 4'LED 6 Exit Fixtures Sump Pump Other Equipment: (1)Mini Split (1) Blowerhead, Fridge, Oven, DW, Micro, Hood, W/D, 200A Panel - 54 Circuit/48 Used, 200A Whole House Transfer Switch w/22kW Generace Generator Notes: One Story w/ Crawl Inspector Signature: Date: June 26, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631) 765-1802 54375 Main Road P. 0. Box 1179 coo r L. Southold, NY 11971-0959 �0 n n T T-1 E E r u L BUILDING DEPARTMENT TOWN OF SOUTHOLD wt\': (5 202 5 CERTIFICATION Date: Building Permit No. q Owner: W)O- (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20 Notary Public, County CONNIE D.BUNCH Notary Public,state of New York No.01BU6185050 opal14d in Suffolk county Commission Expires,April 14,2A4-�- Town Hall Annex Telephone 631 765-1802 54375 Main Road �� P r P. ut Box NY 1 Southold, NY 1971-0959 n J U L - 2 2024 BUILDING DEPARTMENT $MDING EPT- TOWN OF SOUTHOLD CERTIFICATION Date: G Building Permit)'Z� �� y Owner: (Please print) ` Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day oa 20 a4 Notary Public, County Notary Public,State of New York No.01 BU6185050 Quaed In Suffolk County crmi slioin Expirres April 14, -I 7 pF 50UlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [VI/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: 1�70A S VG. k e eS 0 DATE INSPECTOR SOUT,�°� 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 [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION II [ ] PRE C/O [ ] RENTAL REMARKS: I� q- of bA29oo4 tua, ��-- OL 6a,,e-,-4 I I. v DATE INSPECTOR #�OFSOpI�,°* y TOWN OF SOUTHOLD BUILDING DEPT. cnum, . 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ yl5-R'AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CD opuA lwI .0�,�. �P�v o f D ���- Itd,Aa, 44A g • �� ?(An 4.dL L)t4 64e- ,gA,441 nx-/ 4- LS- )9��APM4 DATE a- - 23 INSPECTOR ho�aOF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 qq%ql ,. I ON [ ] 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 d( R MARKS: 1 (A4�tVAIOA- �-AJAAtnj v� 0 ('Lvlzn� A& cd v vv-- OL DATE INSPECTOR OE SOUTho� I� o . # TOWN OF SOUTHOLD BUILDING DEPT. `( `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ eiNSULATIOWCAULKING [ ] 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: ��we 2 al ooae of�G� hlxs./ 14,4n p"&1j lied DATE �a—�S� INSPECTOR OE SOUIyo� 1 Lt '\� f® 1 ftx�l.S C C�� ei # # TOWI OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE'&'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) / ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ] PRE C/O [ ]. RENTAL REMARKS: OA Z CtAw 1 4- 0a/ Tay rC� DATE © y INSPECTOR o��OE 50UTyo } # TO IN OF OUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �[ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: DATE Apy INSPECTOR OP SOUTyO� - - -- - --- * , TOWN.OF'SOUTHOLD BUILDING. DEPT. coorm 631-765-1802 INSPECTION [ ] FOUNDATION I ST/ REBAR [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N6 [ ] FIREPLACE &`CHIMNEY. [ ] FIRE SAFETY INSPECTION ] :FIRE RESISTANT'CONSTRUCTION [ : ]' FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] . CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: AM&r_d t s Are Sd V61-v&e_ C 49. 0 e ' sve . li2 v,Ss 1 a t /r ws ow S�oe-nA sAcv -��� tuindaups IL aloe2S. Mtn mods j o� 9 DATE 5 9—a S INSPECTOR. ^ . . a FI w M L ENE. R.(,y Load Short Form ( Job: 1610 Paradise Shores R... Date: 6/15/2023 Entire House SEP 2 3 2025 n,r By: Jonathan Vasquez Home Energy Solutions � :rr$zrae�l't 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:hd�e�Fi��y-�Qutidr�'s m e Project • • For: 1610 Paradise Shores Road,Southold, NY 11971 Design In • • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Ins ide db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade H2O COIL Trade RHEEM Model NCB-240/11 OH+ H2O-3-2020 COIL AT 140F Cond RA1330AJl NA AHRI ref 205400817 Coil RH1V3617STANJA AHRI ref 7508180 Efficiency 95 AFUE Efficiency 11.5 EER, 14 SEER Heating input 110000 Btuh Sensible cooling 20300 Btuh Heating output 45259 Btuh Latent cooling 8700 Btuh Temperature rise 41 OF Total cooling 29000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE 1 914 20608 15910 697 811 ZONE 2 482 8970 5434 303 277 Entire House 1397 29578 19385 1000 1000 Other equip loads 5049 1915 Equip. @ 1.00 RSM 21300 Latent cooling 3696 TOTALS I 1397 i 34627 I 24995 I 1000 i 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt^ 2023-Jun-21 11:08:19 Ra~ ..., ... ., RightSuite®Universal 2023 23.0.01 RSU20822 Page 1 / + ...hores Road\1610 Paradise Shores Road ManJSD.rup Calc=MJ8 House Front faces: W Load Short Form Job: 1610 Paradise Shores R s�:�t.ur I()tis ... t l S1 r. C L R G�' Date- 6/15/2023 ZONE 1 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: 1610 Paradise Shores Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db ff) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD ff) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make 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 Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BATH 48 861 301 29 15 BEDROOM 2 159 3948 3282 133 167 BEDROOM 3 161 3550 2894 120 148 HALL 40 0 0 0 0 KITCHEN/LIVING 507 12249 9432 414 481 ZONE 1 914 20608 15910 697 811 Other equip loads 0 0 Equip. @ 1.00 RSM 15910 Latent cooling 1794 TOTALS I 914 I 20608 I 17704 I 697 I 811 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2023Jun-2111:08:19 RightSuite®Universal 202323.0.01 RSU20822 Page t rr+p+ .,,hores Road\1610 Paradise Shores Road ManJSD.rup Calc=MJ8 House Front faces: W I-I R-1 M L• E N L R G Y Load Short Form Job: 1610 Paradise Shores R... s 0 t.u T I_O N s Date: 6/15/2023 -r _- ZONE 2 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: 1610 Paradise Shores Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD('F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (Cfm) LAUNDRY 61 928 843 31 43 MASTER BATH 88 1875 733 63 37 MASTER BEDROOM 183 3766 3120 127 159 MUD/HALL 90 1762 571 60 29 PAN. 21 0 0 0 0 WIC 39 639 167 22 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoW 2023-Jun-2111:08:19 t ....,. . .. Right-Suite@ Universal 2023 23.0.01 RSU20822 Page 3 Zck ...hores Road\1610 Paradise Shores Road ManJSD.rup Cale=MJ8 House Front faces: W ZONE 2 482 8970 5434 303 277 Other equip loads 0 0 Equip. @ 1.00 RSM 5434 Latent cooling 447 TOTALS I 482 I 8970 I 5881 I 303 I 277 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - - wrightsoft° 2023-Jun-2111:08:19 Right-Suite®Universal 2023 23.0.01 RSU20822 Page 4 ffl.i ...hores Road\1610 Paradise Shores Road ManJSD.rup Calc=MJ8 House Front faces: W 1 st Floor zO,Nr_ 1 ZONE 2 BEDROOM 3 WIC MASTER BEDROOM 1 48 cfm y �0 clin 22 cfm 159 cfm 4' 8 1a.10 lo,l0 6,10 PAN. - - 6.r 10- - - - - 4 10,10 — — — — MUD/HALL � 7" 120 cfm I,I � 07 cf 5 63 cfm I " BATH A 6691 On 16 f0cfm 43 cfm '''I HALL LAUNDRY WASTER BATH .t KITCHEN/LIVING 7, 1, 120 cfm 1107 clip BEDROOM 2 GARAGE Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Retum Trunk Flex Duct Supply GrillelRegister GrilleiRegister Above Wall Grille/Register Job#: 1610 Paradise Shores Road Home Energy Solutions Scale: 1 : 90 Performed by Jonathan Vasquez for: Page 1 1610 Paradise Shores Road 187 E Main St Rght-Su1te@ Universal 2023 Southold,NY 11971 Huntington,NY 11743 23.0.01 RSU20822 Phone:631-673-0664 2023-Jun-21 11:08:27 home-energysolutions.com gdlamay3@gmail.com ...Paradise Shores Road ManJSD. pManual S Compliance Report Job: 1610 Paradise Shores R... 11,R`9 L ENERGY �7LlIT'li?Nti Date: 6/1 512 0 2 3 ti 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: 1610 Paradise Shores Road, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 21300 Btuh Entering coil DB: 77.8°F Outdoor design WB: 71.2°F Latent gain: 3696 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 24995 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1330AJ1NA+RH1V3617STANJA Actual airflow: 1000 cfm Sensible capacity: 23300 Btuh 109%of load Latent capacity: 5400 Btuh 146%of load Total capacity: 28700 Btuh 1151/o of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 34627 Btuh Entering coil DB: 66.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240/11 OH+ H2O-3-2020 COIL AT 140F Actual airflow: 1000 cfm Output capacity: 45259 Btuh 131%of load Meets all requirements of ACCA Manual S. * wrightsoftti 2023-Jun-21 11:08:19 ,., RightSuite@ Universal 2023 23.0.01 RSU20822 Page 1 hores Road\1610 Paradise Shores Road ManJSD.rup Calc=MJ8 House Front faces: W 11 �1 L L N E R.C.Y Duct System Summary Job: 1610 Paradise Shores R... S0E.U'rIONS Date: 6/15/2023 -- 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: 1610 Paradise Shores Road, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.218/0.152 in H2O 0.218/0.152 in H2O Lowest friction rate 0.076 in/100ft 0.076 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 488 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH h 861 29 15 0.096 4.0 Ox 0 VIFx 11.0 215:O st3 BEDROOM 2 c 3282 133 167 0.087 8.0 Ox 0 VIFx 25.5 225.0 st3 BEDROOM 3 c 2894 120 148 0.088 8.0 Ox 0 VIFx 12.3 235.0 st3 KITCHEN/LIVING c 2358 104 120 0.081 7.0 Ox 0 VIFx 23.3 245.0 st3A KITCHEN/LIVING-A C 2358 104 120 0.076 7.0 Ox 0 VIFx 26.8 260.0 st3B KITCHEN/LIVING-B c 2358 104 120 0.086 7.0 Ox 0 VIFx 18.0 235.0 st3A KITCHEN/LIVING-C c 2358 104 120 0.076 7.0 Ox 0 VIFx 17.7 270.0 st3B LAUNDRY c 843 31 43 0.086 5.0 Ox 0 VIFx 44.3 210.0 st2 MASTER BATH h 1875 63 37 0.091 6.0 Ox 0 VIFx 48.8 190.0 st2 MASTER BEDROOM C 3120 127 159 0.087 8.0 Ox 0 VIFx 50.3 200.0 st2 MUD/HALL h 1762 60 29 0.083 6.0 Ox 0 VIFx 37.0 225.0 st2 wlc h 639 22 9 0.084 4.0 Ox 0 VIFx 40.8 220.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 303 277 0.083 728 9.2 10 x 6 ShtMetl st1 st313 Peak AVF 207 241 0.076 577 13.5 10 x 6 ShtMetl st3A st3A Peak AVF 414 481 0.076 693 13.5 10 x 10 ShtMetl st3 st3 Peak AVF 697 811 0.076 730 13.5 10 x 16 ShtMetl st1 st1 Peak AVF 1000 1088 0.076 784 15.0 10 x 20 ShtMetl -r' wrilghtsoW 2023-Jun-21 11:08:19 RightSuite®Universal 2023 23.0.01 RSU20822 Pagel C� ...hores Roadk1610 Paradise Shores Road ManJSD.rup Calc=MJ8 House Front faces: W TableReturn Branch Detail 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) Mat[ Trunk rb1 Ox 0 593 691 165.3 0.092 622 14.0 10x 16 ShMt rt1 rb2 Ox0 407 397 200.8 0.076 586 10.5 10x 10 ShMt rt1A TableReturn Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1000 1088 0.076 653 15.2 10 x 24 ShtMetl rt1A Peak AVF 407 397 0.076 586 15.2 10 x 10 ShtMetl rt1 Wri9f115Oft" 2023-Jun-21 11:08:19 ,,.., .,.., ..,.., Right-Suite®Universal 202323.0.01 RSU20822 Paget AvC ...hores Road\1610 Paradise Shores Road ManJSD.rup Calc=MJ8 House Front faces: W SEP 2 3 *Disclaimer* 2025 Building For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15% of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 z � ' S E P '2 3 2025 018 IECC Energy Efficiency Certificate �= - .r; Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 3.8.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 1114Y Below-Grade Wall 0.00 2 3 �025 Floor 38.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Mejia, Evelin �; C W i From: Lenny Marano <maratech.marine@gmail.com> Sent: Sunday, May 11, 2025 10:00 AM ;; MAY 1 2 2025 To: Meyer, Nancy; Mejia, Evelin Cc: Donna Marano Subject: Marano 1610 Paradise Shores rd Southold NY 11791 Attachments: Framing Placard on electrical meter jpg; Hinge 1 jpg; Hinge 2 jpg; Hinge 3 jpg Hello, Please see attached photos of two of the items completed from the inspection on 5/9/25- The items are the truss placard and the self close hinges on the garage door. The hinges were of the self closing style but the pins to set the spring tension were never installed. Pins are now installed and spring tension set. Working on the additional items and will forward as soon as I receive them. Thank you, Lenny Marano 917-416-2000 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 w 1. rI i'�•.1�� i �� � I+ �.. � `i a�k1 .Sys i � .fey:.� �• , y� �' � f s � r y .�f• � � iYr'. a a` til 2025 _ s 1 _ + 1 i I " LES CONDUCTEURS D'AUMENTATION DANS LE PAN-EAU ELECTRIQUE PRINCIPAL PROVIENNENT DU COMMUTATEUR DE TRANSFERT. _ 1 � 7PANEL ALIMENTAcON-A TRAM DE LOS CONDUCTORES IN 7t.LECT-RICO PRINCIPAL EN EL INTERRUPTOR DE TRANSFERENCIA. VTRANSFER SWRCH LOCATION: \J EMPLACEMENT DU COMMUTATEUR DE TRANSFERP• USICAC16N DEL INTERRUPTOR DE TRANSFERENCIA ` rF S - t�M,*CCtMif ab 2018 IECC Energy ® Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating • Window 0.30 0.30 Door 0.30 p Heating&Cooling Equipment Ffficiency Heating System: Y Cooling System: Water Heater. Name: Date: Comments d 11t9 U • �RIVERHEAD FEMITT0: I AGREE TO FAY THE AMOUNT FOR OFFICE USE ONLY ' x50Da1Ve%'d Court Bl"LOW ACCORDING TO DR-1836010 awLolNda D CalvertoD,NY11933 • �WNsm ` 7-1400 CARD ISSUER AGREEMENT Rrwmed1—B.lowm Good Condmon • 1 • SoldTo'[,EONARD R MARANO PRO IJI(l, AutnonzeaSigneture 565 MILLIGAN LANE Ship W/P/U Tli • • WEST ISLIP Cu--,No. Order Date Order No. CuslomerPO.No. Job Nam. Conintl Page No. 64562 8/;1 Z 7 00 • Oh—, Snip Dete Invok°Dela Invoke No RBS PO Salesrep ONer Type Chock No Warehouse. • HIA Ord Oy Shp OIY UM 11—No. Dexdpeon UNI Price Amount • il!3�i M I LA 1. ,�.� • 4X8X1/2 CDX FIR PLYWOOD 'L4.t11 • Payment. Detail: • "X Authk 129684 482.7? • Sub Total Sales Tex • • SEE TERMS ON REVERSE SIDE CUSTOMER COPY FOR"DOT'EMERGENCY CALL 1.800378-3650' ,ot F �, •"!`ti I s TO t1;01cl + i { r 4 1 � � r F- �d ii / Z 1C `�C I p? r3Arfl c J 3 `YID M 3c'D 72- `7 $ X 62 I 12 u y5/„ i Z ----X �z"_x . el /- ---X - _ G� I Gam,Z -- _. - I 7�..f �.1, n..Y��.� ., _w.,3,iI .,`r-t�•`,lr..>� .d,.Xl-�i�#'�C.:,�t�.� �v�'fi��r?�P�y?.fr.�._ i ,. . _-' s " yTA y :� '�4 �.�►:�--�.-s� E- �'� ,� _-• �_ �==fir= may^_.�-'--�Rs. a r� ���1�111111111110 0/// 0"1 iii � 111 1 0 1 1 1 / / / 0 0 'il1ll l lll 11 11 11 l l//// 1�lilllllllllflll/ 00 i00 /00 / // 11�1�1111111/1/�/// // 00 `!0ii00 0 00 T 4 �/ 6 � ti - a �j�'� yn• • t i � ��{f�vn!1 �t r,�} J 1rY.�r f i � ' � ♦,1 t �t f� � �'Y'. .. - .. >. -._ ,--• -. �?}� . ��S r.1'11 ;' Y.C:•S�O.C,'! :i�r..r.. r ��� �...rQ s .�b .� •�f.. ..- SAY i �� ti�� .. rr rr rrr�r///11/1//1� �b .- •"�``i.� �'-��' it 4ViV ti r �y • i frr r'r'•10,0 IF v/r/'/•/- ♦• p r. rr�o/rr•r•♦1♦♦♦♦//♦♦/////// / rrrrrrt0�l"r'/'♦" ', e010r /♦/101♦1♦♦♦1/♦/♦//♦// / r���ii1il��j01/j/j/•1♦j♦j♦ ..- - / ♦ / 1 ♦ ♦ / ♦ / ♦ ♦ rrrrrrrirrrrrlr//0 1 1 1♦♦/ rr1♦♦ ♦ 1 ♦ / /•/♦/ // /1 r r r r r r r / / / r r 1 r r 1 / / 1 1 • 00 00 00 00 00/ / / ♦ I _ r r i i r / / / •••1111111//♦♦/♦//♦♦ r Tir�rii it/iri•000 i••0 100 ••i/%/'/♦��//♦ / �404,000 0000♦♦////♦// / 00 k- ♦1/1♦♦♦: 0,000 too so O's 000 it 11, 010 00 000 00 �+ r, "1/�//// ^ it A • 40 1 ii�/1/ /11/111111 I1'1o1�/�l;r _ '1�/�/%/1r/rr�rl ', ',�— ;;,'I'liii,iiii /i/ri;i;eii•r .•,1/1//1.//rr•rr•r/••r•r r• r. • r m • -' •\ r•rrrrrrrrrrr rr •r rr s _ • 6 � w < Z .g Building Envelope and Duct Tightness Report 2018'IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 1610'Paradise Shores Rd,.Southold,NY 11971 Test Date 10/16/2024 Building-Permit#: 49849 Compliance Pathway Performance Test Completed by Christopher Silvia - RESNET Rater ID# 41-50194 Home Energy Solutions_ NATE ID# 187 East Main.Street ICC ID# Huntington,NY-11743 BPI# 6317673-0664 Building Envelope Tightness Volume Calculation : Check if Floor Area Volume. ❑-Conditioned,Basement Basement ❑ Conditioned Ceawl Space 1s` 1398 16616 ,❑ Sealed'Attic 2 *The conditioned floor area of dwelling is calculated in 3`d accordance with ANSI Z765,except`that conditioned'floor Attic area includes areas where the ceiling height is less than 5 Total Volume 16616 ft' CFM @50,pa 816 Air changes/hr@50 pa 2.95 Code Compliance: Pass Duct.Tightness: Post Construction,Test-Total Duct Leakage Sy0em-1: 1st Floor. Duct Location Attic Floor Area.674 Leakage CFM @25pa 21.0 CFM/1.00.. ft2 CFA 3.16 Code.Compliance: Pass System-2: 1st:Floor Duct Location Attic Floor Area.724 Leakage CFM @ 25pa 26.0 CFW100 ft2 CFA 3.59 Code Compliance: Pass, System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFAII Code Compliance: All'building envelope tightness has been.verified and c6nducted in accordance with RESNET/ICC 380 ASTM,E779 or ASTM E1827,as required by 2018 IECC as.amended by the 2020 New York State Supplement, section 11402.4.1.2. The,building duct and plenum system has been verified as required by the 2018 IECC as:amended by 2020 New York State Supplement,Section R403.3.4. Si gnature: r Date:. 10/16/2024 Christopher Silvia;.-Home Energy Solutions MELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) — � ------------------------------------ 3a.23 lWa s ,c attA A Ole- Ok- c FOUNDATION (2ND) z a/ •� /fi6/ 11 os O(&A Qi 1,- '0,s -6 - � �"z 101S4-1 5/; ROUGH FRAMING& /� • !���� � �` /Ati--- PLUMBING f/ GIFT ' 5/ Xs vsP,(. �),WZ e.11 ot O �an �l1�sG � �•v,e sv INSULATION PERN.Y. �pl/ee. � STATE ENERGY CODE �" VJ 5�,aa 1AOL4 „quit-,,4 e, ShZvG�v/ra LS. 0A/ " IZ,eel-, Trc svie v . T2 dss �itG�c f2eC /h. G, e SG/ G/osc X cs. /y, 4"- A4c FINAL fD� ui/ d042-S . .as /ohs 2 5 oklMe . 6 gDi/ ADDITIONAL COMMENTS t b 'z3 Q.i off, fi 3 00 �3 rli 0 0 � "a Z -7 tg I P� E C Ca 6 -� r — - G O�Nkr, ec� mf rR, - 4 Inc � bo r1G1 as � o z c` ` x H l 1 �oS fat TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o• a� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtom=.Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: JUL 1 2023 .Applications and forms rn'ust be filled out ri their entirety:Incomplete applications will riot be accepted:`Where.the AppUcant is not the owner,an .� � '��'��'DE PT. Owner's Authoriation form(Page 2)shall lie completed. TOE'' Date: — - OWNER(S)OF-PROPERTY ' Name SCTM#1000 Project Address: -- __ ___..I blo--- ®%5 Phone#: �� Z Email -_. 1..._t _I(�►L.�3�QA�_.T �___ Mailing Address. b� Lh1._,__-.--_ �L+_ ..m..w__.. .._.�-]a-_ .__... _.. .__._. CONTACT,PERSON Name- '.1'At-i Mailing Address. U #:PhoneEmail: _.-- .-- _-rani -_��-..''�._3.1 _-._ - _ _.. ._ DESIGN:PRO,FESSIONAL INFORMATION , ,.. 8 Name: \ Mailing Address: __ ' il:Phone#: Q7 . �>�$f_' 7.. _._.. .. ...___. . _Ema____._._.� f�0__ . OlO -. C- CONTRACTOR,INFORMATION Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROP.OSED'CONSTRUCTION K New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RrNo Will excess fill be removed from premises? ❑Yes Ao 1 PROPERTY INFORMATION Existing use of property: Intended use of property I- (� I _ r1- . Zone or use district in which premises is situated: Are there any covenants and res icti . w r (pe to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Check Box After Reading:'The owner/contractor/design professional Is responsible for all drainage and storm water issues as providedby Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of.buildings, .additions;alterations'orfor removal or demolition as herein described:The applicant agrees to comply with all applicable laws,:ordinances,building code, housing code and regulations and to admit authorised inspectors on pre mises and in buildings)for necessary inspections.False statementsmade herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.:. Application Submitted B t K , N hl �T Authorized Agent []Owner e : Signature of Applicant: Date: /� 2 STATE OF NEW YORK) SS: COUNTY OF Q II *-i° being duly sworn, deposes and says that(s)he is the applicant (Name of individual si ning contract)above named, (S)he is the (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 .300-day of Notary Public ALISON W. COLL NOT MY PUBLIC-STATE OF NEW YORK No. 01 C06300817 PROPERTY OWNER AUTHORIZATION uallfled in Suffolk County (Where the applicant is not the Owner) My ommisslon Expires April 07, 20*7J,, I, (� (� r C_ Ma co, no residing at rJ b� 1 �1 L"4 do hereby authorize Ke ie o apply on my behalf to the Town of Southold Building Department for approval as described herein. L 1�4�4 � 2 � Owner's Signature Date L&OAACa M,as VJ0 Print Owner's Name 2 r r Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, residing at (Print property owner's name) (Mailing Addre s) l� do hereby authorize i\e t L, N h) (Agent) C to apply on my behalf to the Southold Building Department. (Owner's Signature) (D te) !ZV,JA,XD Jul A&Aa7 (Print Owner's Name) f l r ��g�frfQ�,�•CO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c Town Hall Annex- 54375 Main Road - PO Box 1179 o . Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesha_southoldtownny.gov — seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/14/2023 Company Name: V. Allegretta Electrical Corp Electrician's Name: Vincent Allegretta License No.: 35591-ME Elec. email: Dawn@vallegrettaelectric.com Elec. Phone No: 631-723-3030 01 request an email copy of Certificate of Compliance Elec. Address.: 150A East Montauk Hwy Hampton Bays, NY 11946 JOB SITE INFORMATION (All Information Required) Name: Leonard Marano Address: 1610 Paradise Shores Road Cross Street: N. Bayview Road Phone No.: 631-661-6440 Bldg.Permit#: 49849 email: , Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): House Wiring, 200 Underground Service/Temp Certificate Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑� YES ❑NO Issued On Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals ✓ 1 R2 ✓ H Frame n Pole Work done on Service? F1 Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION It 115 r. �6 0,,I , �o�osuFtot,��oGy BUILDING DEPARTMENT-Electrical Inspector ram„ z TOWN OF SOUTHOLD oy • �`� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # 151&o Date true �,er/�2o23 Customer Name Electrician Name // Address a Phone v e-mail e-mail d4WA 0 va//C Gde �, , ""Il Phone 431• (e/ - 4,gc10 License# Size Oa A Phase / Overhead Underground #of Meters Remarks i #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y N N o 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 above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 `®' Southold, New York 11971-0959 Telephone-(6-31)-765-1802- FAX (631) 765-9502 jamesh(cD-southoldtownny gov — seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/14/2023 Company Name: V. Allegretta Electrical Corp Electrician's Name: Vincent Allegretta License No.: 35591-ME Elec. email: Dawn @valleg rettaelectric.com _ Elec. Phone No: 631-723-3030 01 request an email copy of Certificate of Compliance Elec. Address.: 150A East Montauk Hwy Hampton Bays, NY 11946 JOB SITE INFORMATION (All Information Required) Name: Leonard Marano Address: 1610 Paradise Shores Road JU v Cross Street: N. Bayview Road Phone No.: 631-661-6440 Bldg.Permit#: 49849 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): House Wiring, 200 Underground Service/Temp Certificate Square Footage: Circle All That Apply: /5-7(00 Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: I YES ❑NO Issued On &cqI eo( I Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect[—]Flood Reconnect[]Service Reconnect❑✓ Underground❑Overhead # Underground Laterals Z 1 FJ2 ✓ H Frame Pole Work done on Service? Y FVJ N Additional Information: PAYMENT DUE WITH APPLICATION It( IS Z,3 � P 4 q ?.- q PERMIT N Address. Switches Outlets GFI's I s2 Surface z 1-6 tt7 Sconces r H H's UC Lts LI ! r l q Fans Fridge .� HW Exhaust Oven AlfWAD �� 2 Smokes DW Mini I - Micro . Generator2V,"e qL _arbon =ombo Cooktop Transfer e� G 11 �. aC A I n Hood As Service Have�i � Us -pedal: o Vic J �,C.�L� .om men ts ' . Mtxco� - Town Hall Annex . . Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ho Owner: L"o o a t, M W Ah1 d Location of Property: b 1 �0. Please to a notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) _.Signature: /y Name (person submitting this form): . ,rOtJl�Yitij Capacity(check applicable line): _ Owner Owner representative TrussReg15.docx Effective 1/1/2015 Fidelity National Title �, I INSURANCE SERVICES,LLC AUG 2 3 2023 lraiTIMINN D-r-,PT, P '. TITLE NO: 7404-016694 District: 10090 5j N Section: 080.00 Block: 01.00 Lot: 019.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Leonard R. Marano and Donna L. Marano, husband and wife and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued'based upon the information contained in the Certificate. Dated: August 8, 2023 FIDELITY NATIONA TLE INSURANCE SERVICES, LLC JEA UVA Sworn to before me this 8th g o Au st 202 CHRISTINA BUSCHATZKE ary Public NOTARY PUBLICL STATE OF.NEW YORK RegistratioBU6373057 Qualifielk CountyCommissio April 2,2026 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title ..-. INSURANCE SERVICES,LLC TITLE NO. 7404-016694 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-080.00-01.00-019.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-080.00-01.00-019.000 Nelson Axien Liber 2254 cp 521 TO Dated: 09/19/1942 Emil Massarella Rec'd: 10/01/1942 Emil Masserella died a resident of Queens County on 10/03/963. Anna M. Massarella and Susan Masseralla, as sole Liber 11963 cp 360 Distributees of the Estate of Emil Masseralla Dated: 04/29/1999 TO Rec'd: 05/17/1999 Susan Massarella FIDELITY NATIO L TITLE INSURANCE SERVICES, LLC Sworn 44exj this JEAN DU A 8th day ugust 02 No 1 c NOTARY PUBLIC,STATE OF NEW YORK lRegistration No.01 BU6373057 Qualified in Suffolk County Commission Expires April 2, 2026 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 =III Fidelity National Title ..-. e INSURANCE SERVICES,LLC Susan Massarella Liber 12983 cp 942 TO Dated: 10/05/2018 Leonard R. Marano and Donna L. Marano, husband and Rec'd: 10/19/2018 wife LAST DEED OF RECORD PREMISES NORTH: 1000-080.00-01.00-018.000 Nelson Axien Liber 3309 cp 449 TO Dated: 12/29/1951 Joseph Clark Rec'd: 01/11/1952 Joseph Clark Liber 9080 cp 525 TO Dated: 09/16/1981 Joseph A. Clark and Alberta E. Clark, his wife Rec'd: 10/06/1981 Find no proof of death for Joseph A. Clark in Suffolk Surrogates Court. Alberta E. Clark, as devisee under the Last Will and Liber 11789 cp 643 Testament of Joseph A. Clark Dated: 07/16/1996 TO Rec'd: 08/28/1996 Sandra Kochan Subject to a Life Estate for Alberta E. Clark. Find no proof of death for Alberta E. Clark in Suffolk Surrogates Court. FIDELITY NATI TITLE INSURANCE SERVICES, LLC Sworn to JEAN D VA 8t ay f Augu , 2023 Notary P i CHRIST'INA BUSC ATZKE' NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 BU63730 77 Qualified in Suffolk County Commission Expires April 2,2126 24 Commerce Drive • Riverhead,New York 11901 9 (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES, LLC Sandra Kochan Liber 12727 cp 708 TO Dated: 10/12/2012 Laurie Bloom and Leonard Thon, as joint tenants with Rec'd: 04/26/2013 right of survivorship LAST DEED OF RECORD PREMISES EAST: 1000-080.00-01.00-035.000 Oliver Bros. Building & Construction Corporation Liber 1990 cp 116 TO Dated: 06/17/1938 Ralph Massarella and Mary Massarella, his wife Rec'd: 06/25/1938 Find no proof of death for Ralph Massarell in Suffolk Surrogates Court. Mary Massarella died a resident of Suffolk County on 01/11/1982, Surrogates File No. 291 P 82. Ferdinand Massarella AKA Frederick Marcell, as Liber 9318 cp 290 Executor of the Last Will and Testament of Mary Dated: 02/17/1983 Massarella Rec'd: 02/23/1983 TO Edward J. Smith and Joan Smith, his wife Edward J. Smith and Joan C. Smith, his wife Liber 9882 cp 572 TO Dated: 09/11/1985 Thomas P. Brady and Ann B. Brady, his wife Rec'd: 09/25/1985 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to or JEAN V 8th of , 2023 64ta li CH 'iST INA 8U CHA°i ZKE� NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 SU6373057 Qualified in Suffolk County Commission Expires April 2,2026 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 r ' Fidelity National Title INSURANCE SERVICES,LLC Thomas P. Brady and Ann B. Brady, his wife Liber 12724 cp 456 TO Dated: 03/04/2013 Ann B. Brady, Trustee of the Thomas P. Brady Family Rec'd: 03/22/2013 Trust dated 03/04/2013, as to I/2 interest and Thomas P. Brady, Trustee of the Ann B. Brady Family Trust dated 03/04/2013, as to 1/2 interest LAST DEED OF RECORD PREMISES SOUTH: 1000-080.00-01.00-021.000 Nelson Axien Liber 3133 cp 568 TO Dated: 09/30/1950 Joseph J. Gleeson and Loretta E. Gleeson Rec'd: 10/03/1950 Find no proof of death for Loretta E. Gleeson in Suffolk Surrogates Court. Joseph J. Gleeson, as surviving tenant by the entirety Liber 9641 cp 522 TO Dated: 07/13/1984 Joseph G. Gleeson and Margaret M. Gleeson, his wife Rec'd: 09/11/1984 Joseph G. Gleeson and Margaret M. Gleeson, his wife Liber 12426 cp 265 TO Dated: 11/3 0/2005 Joseph G. Gleeson and Margaret M. Gleeson, Trustees Rec'd: 12/19/2005 under the Gleeson Living Trust dated 03/11/2005 Joseph G. Gleeson died a resident of Suffolk County on 01/13/2007. FIDELITY NATIO L TITLE INSURANCE SERVICES, LLC Sworn to be e JEAN DUV 8th of A gus , 20 3 is CHRIS I INA BUSCHATZKE' NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIBU6373057 Qualified in Suffolk County Commission Expires April 2; 2026 24 Commerce Drive • Riverhead,New York 11901 0 (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES, LLC Margaret M. Gleeson, Trustee of the Gleeson Living Liber 12534 cp 251 Trust dated 111h day of March 2005, as to '/2 interest Dated: 11/16/2007 TO Rec'd: 12/19/2007 Margaret M. Gleeson, as Trustee of the Family Trust of the Gleeson Living Trust dated the 11`h day of March 2005, as to % interest, Margaret M. Gleeson, as Trustee of the Survivor Trust of the Gleeson Living Trust dated the 1 lch day of March 2005, as to ''/z interest Margaret M. Gleeson died a resident of Suffolk County on 03/03/2014, Surrogates File No. 2014- 2272, Tara A. Mulvaney, Executor. LAST DEED OF RECORD PREMISES WEST: PARADISE SHORE ROAD FIDELITY NATI L TITLE INSURANCE SERVICES, LLC Sworn to befo this JEAN U A 8th day A , otary lic CHRISTINA I341SC� HA Z`KE' NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 BU6373057 Qualified in Suffolk County Commission Expires April 2,2026 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 Generated by REScheck-Web Software Compliance Certificate Project 1610 Paradise Shores Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,363 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1610 Paradise Shores Road 1610 Paradise Shores Road Jam Design Services Southold,New York 11971 Southold,New York 11971 1257 Udall Road Bay Shore, New York 11706 631-888-7318 jmeyer@jamds.com Compliance-. Passes usllng UA trade-off., Compliance: 4.9%Better Than Code Maximum UA: 264 Your UA: 251 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly'ih the specified climate'zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies GrossArea Cavity Cont. Prop. Req. Prop. Req. Perimeter Flat Ceiling: Flat Ceiling or Scissor Truss 828 30.0 0.0 0.035 - 0.026 29 22 Vaulted Ceiling: Cathedral Ceiling 742 30.0 0.0 0.034 0.026 25 19 AGW Main: Wood Frame, 16" o.c. 1,355 19.0 0.0 0.060 0.060 68 68 Front Door:Solid Door(under 50%glazing) 20 0.300 0.320 6 6 Window:Vinyl Frame 199 0.300 0.320 60 64 SHGC:0.30 AGW Garage:Wood Frame, 16"o.c. 244 19.0 0.0 0.060 0.060 14 14 Garage Door:Solid Door(under 50%glazing) 17 0.200 0.320 3 5 Above Crawl:All-Wood Joist/Truss 1,398 30.0 0.0 0.033 0.047 46 66 Project Title: 1610 Paradise Shores Road Report date: 06/20/23 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 6/21/2023 Name-Title Signature Date Project"title: 1610 Paradise Shores Road Report date: 06/20/23 Data filenarne: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ; ❑Complies ;Requirement will be met. 103.2 documentation demonstrate 1EIDoes Not [PR1]1 ;energy code compliance for the :building envelope.Thermal ; r }❑Not Observable i f envelope represented on ❑Not Applicable construction documents. i I , 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate .f❑Does Not 403.7 :energy code compliance for [PR3]1 !lighting and mechanical systems. ', .. F❑Not Observable j ;Systems serving multiple i '❑Not Applicable ; !dwelling units must demonstrate 4 ;compliance with the IECC ; !Commercial Provisions. I 3 { 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met, 4403.7 sized per ACCA Manual S based Btu/hr ! Btu/hr =❑Does Not ! [PR2]2 ;on loads calculated per ACCA ; Cooling: Cooling: I U Manual J or other methods Btu/hr Btu/hr :,[]Not Observable i ;approved by the code official. i ;❑Not Applicable ; ! ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1610 Paradise Shores Road Report date: 06/20/23 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Re ,ID 303.2.1 ;A protective covering is installed to ;❑Complies ;Requirement will be met. [FO11]z :protect exposed exterior insulation F❑Does Not ;and extends a minimum of 6 in. below `grade. ,❑Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [F012]z installed. C-IDoes Not JIG ❑Not Observable'; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1610 Paradise Shores Road Report date: 06/20/23 Data filename: Page 4 of10 section Plans Verified Field Veri # Framing/Rough-In Inspection t=Complles?Value Value Comments/Assumptions & Re .ID 402.1.1, ;Door U-factor. U- U- ;❑Complles ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 ; ; i ;❑Not Observable ' i❑Not Applicable i 402.1.1, ,Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, I average). :[:]Does Not ;table for values. 402.3.3, ; i i i 402.5 ;❑Not Observable ; i , , ; [FR211 ;❑Not Applicable �J 303.1.3 ;U-factors of fenestration products!; ; '' ❑Complies ;Requirement will be met. [FR4]1 f are determined in accordance a❑Does Not ;with the NFRC test procedure or i ;taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier }[]Complies ;Requirement will be met. [FR23]1 ;installed per manufacturer's a - H ❑Does Not instructions. J f ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ; ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting +❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 3❑Not Observable 1400 that do not exceed code i ❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures, ;❑Complies ,Requirement will be met. [FR16]2 (sealed at housing/interior finish i i )❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ( ❑Not Observable ; ! ;❑Not Applicable 403.3.1 ;Supply and return ducts in attics '.,❑Complies ;Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is F PDoes Not >=3 inches in diameter and >_ ❑Not Observable R-6 where <3 inches.Supply and; }, return ducts in other portions of ❑Not Applicable !the building insulated >=R-6 for ;diameter>= 3 inches and R-4.2 ; for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ; ❑Complies ;Requirement will be met. [FR13]1 ;boxes are sealed with ; =❑Does Not J 'joints/seams compliant with International Mechanical Code or ; s❑Not Observable i !International Residential Code,as 4 ; ]Not Applicable ; ;applicable, i 403.3.5 ;Building cavities are not used as ❑Complies ;.Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not �:❑Not Observable ? i❑Not Applicable , 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 1 above 105°F or chilled fluids ;❑Does Not J ;below 55°F are insulated to zR- i 3 `❑Not Observable ; :[]Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24I1 'piping. '❑Does Not � []Not Observable ❑Not Applicable 403.53 ;Hot water pipes are insulated to R- R- ;❑Complies 'Requirement will be met. [FR18]z 'zR-3. ❑Does Not J !❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1610 Paradise Shores Road Report date: 06/20/23 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Re .ID 1 403.6 ;Automatic or gravity dampers are; 'LlComplies ;Requirement will be met. [FR19j2 �installed on all outdoor air ElDoes Not intakes and exhausts. '','[]Not Observable ; . ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: 1610 Paradise Shores Road Report date: 06/20/23 Data filename: Page 6 of10 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 ;All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. F. :�J t ;❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable I f A 303.2, ;Floor insulation.installed per ❑Complies ;Requirement will be met. 402.2.8 :manufacturer's instructions and i ❑Does Not [IN2]1 in substantial contact with the I I ; jj underside of the subfloor,or floor; r❑Not Observable , framing cavity insulation is in _ ❑Not Applicable ; contact with the top side of ;sheathing,or continuous insulation is installed on the ( ' underside of floor framing and t f , extends from the bottom to the i 1 top of all perimeter floor framing : members. f 402.1.1, ;Wall insulation R-value. If this is a; R- R- C Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E wall insulation on the wall [IN3]1 I exterior,the exterior insulation a Mass mass ❑Not Observable ; yv :requirement applies(FR10). ;❑ Steel i El Steel i❑Not Applicable j ; : : A 1 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 ;manufacturer's instructions. :❑Does Not ❑Nat Observable �.; E❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1610 Paradise Shores Road Report date: 0612023 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, '❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' t❑Not Applicable , 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every ❑Not Observable ; :300 ft'. - ;❑Not Applicable ; 402.2.3 ;Vented attics with air permeable ❑Complies ;Requirement will be met. (FI22]1 :insulation include baffle adjacent +❑Does Not ;to soffit and eave vents that ;extends over insulation. ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the :❑Does Not !adjacent assembly. ;❑Not Observable ' ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable ; 403.3.3 Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ; ftz ftz !❑Does Not either: Rough-in test:Total leakage measured with a ; i❑Not Observable ; pressure differential of 0.1 inch ; ;❑Not Applicable �w.g.across the system including � ; ,the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch , w.g.across the entire system ; including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 I cfm/100 ft2 across the system or ftz 1 ftz E❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ; �❑Not Observable tests,verification may need to UNot Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated t ❑Complies ;Requirement will be met. [FI2411 :by manufacturer at<=2%of ❑Does Not ;design air flow. ;❑Not Observable '[]Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [FI9]z !installed for control of primary []Does Not heating and cooling systems and ;,initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ; 403.1.2 ;Heat pump thermostat installed '❑Complies ;Exception: Requirement is [FI10]2 .on heat pumps. ❑Does Not ;not applicable. ❑Not Observable ; ❑Not Applicable 403.5.1 ,Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 :systems have automatic or ❑Does Not accessible manual controls. ;❑Not Observable ; #❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1610 Paradise Shores Road Report date: 06/20/23 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .I D 403.6.1 ;All mechanical ventilation system; ;❑Complies ;Requirement will be met. (FI25]2 fans not part of tested and listed ;❑Does Not HVAC equipment meet efficacy s and air flow limits per Table ❑Not Observable R403.6.1. ;❑Not Applicable 403.2 ,Hot water boilers supplying heat '❑Complies 'Requirement will be met. [FI26]2 .through one-or two-pipe heating }❑Does Not systems have outdoor setback ; control to lower boiler water ;❑Not Observable 'temperature based on outdoor ;❑Not Applicable temperature. 403.5.1.1 ;Heated water circulation systems ; ❑Complies ;Exception: Requirement is [FI28]2 !have a circulation pump.The 1 ❑Does Not :not applicable. system return pipe is a dedicated return pipe or a cold water supply; ❑Not Observable ; pipe.Gravity and thermos- ; ;❑Not Applicable ;syphon circulation systems are x not present. Controls for ;circulating hot water system F ; pumps start the pump with signal! ; ;for hot water demand within the { occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and 3 no demand for hot water exists. ; 403.5.1.2 !Electric heat trace systems ❑Complies ;Exception: Requirement is (F129•]2 comply with IEEE 515.1 or UL ;❑Does Not not applicable. 515.Controls automatically ? adjust the energy input to the ❑Not Observable heat tracing to maintain the ; ;❑Not Applicable ;desired water temperature in the s piping. ; 403.5.2 ;Demand recirculation water EComplies ;Exception: Requirement is [F130]2 ;systems have controls that j ;❑Does Not ;not applicable. manage operation of the pump {and limit the temperature of the �❑Not Observable !water entering the cold water ;❑Not Applicable ; piping to <= 1049F. ; 403.5.4 ;Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]2 ;tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ;❑Not Applicable individual units connected to one i ;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 permanent []Complies ;Requirement will be met. [FI611 fixtures have high efficacy lamps.: ❑Does Not ' ;❑Not Observable ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ';.❑Complies ;,Requirement will be met. [F123]3 !no continuous pilot light. C❑Does Not J ;❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ;❑Complies ;Requirement will be met. [FI7]2 '❑Does Not ❑Not Observable ' ;[]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1610 Paradise Shores Road Report date: 06/20/23 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .I D 303.3 Manufacturer manuals for ;❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating •❑Does Not ;systems have been provided. z. ❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1610 Paradise Shores Road Report date: 06/20/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments S.C.T.M. NO. DISTRICT. 1000 SECTION: 80 BLOCK: 1 LOT(S): 19 LAND N/F OF LAURIE BLOOM LEONARD THON LOT 26 uP S 69048'40"E 141.S8' a o o LOT 27 0 F+1 0 _ � to M W� VACANT W O w LOT 28 r" O Z U 0 0co o Lal m W 3 cc o LOT 29 P-4 S 69048'40"E LAND N/F 139.88' ,un — OF MARGARET GLEESON � LOT 30 00 r- ZONED R-40 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL NON—CONFORMING LOT LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS FRONT YARD: 35' MIN REAR YARD: 35' MIN AND OR DATA OBTAINED FROM OTHERS. SIDE YARD: 10'MIN (25' TOTAL) BAYVIEW RD. AREA: 12,666.20 SQ.FT. or 0.29 ACRES ELEVA77ON DATUM. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF 771IS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 77-IE SURVEY/S PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING /NS7777J77ON LISTED HEREON, AND TO IRE ASSIGNEES OF 774E LENDING INS7777J770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCT1JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT IN7ENDED TO MONUMENT 77-IE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUtYURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY E 2 C 0 SURVEY OF: DESCRIBED PROPERTY of NEW CERTIFIED TO: LEONARD MARANO; l5 U 15 MAP OR Q��N M syo}�0 DONNA L. MARANO; Al FILED: CO ADVOCATES°y ADVOCATES ABSTRACT, INC.; AUG 9 2023 SITUATED AT. PARADISE SHORES Y * STEWART TITLE INSURANCE CO.; r � TOWN OF: SOUTHOLD '' KENNETH M IPOYCHUK LAND SURVEYING, PLLC Building Department SUFFOLK COUNTY, NEW YORK �41 Oso8s2 �� Professional Land Surveying and Design Town of Southold F 5J P.O. Bog 153 Aquebogue, New York 11931 FILE # 18-105 SCALE: 1"=30' DATE: JULY 30, 2018 N PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert I. Hennessy k Kenneth M. 1loychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 80 BLOCK: 1 LOT(S): 19 VACANT 75' LAND N/F OF LAURIEIE BLOOM DWELLING LEONARD THON W/PUBLIC WATER 120' LOT 26 S 69°48'40"E j Ur 141.58' Rae pR PUT ! W EL 30.2 3���� a a4baP EL 31.4 EL 31.1 1000 DAL S.T. �_ ! a (1)8'OUr12'DEEP LP. �W L) N i o 5Yfi EXP a o LOT 27 co. o T. 101N `w ' : WOOD STOOP — — DRAINAGE CALCULATIONS: DWELLINGS L.P. :.:... W PUBLIC WATER ! EL 29.3 a C.O.0 :5.0';::;::;::'=16 3x8' 4 150, I A 0'':.::.PROPOSE' j oa­.:I STY DWEWNG. W A) DWELLING W/COVERED PORCH = 1994 S.F. 1i Art V: =z o•:.•3 BEDROOM:. a 1,994 x 0.166= 331cf REQUIRED PRoaosEn w�mt WE '2 .':::FFL(32.5):: ::::w LOT 28 "b 1Y/pDWELLINGSB G (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED W Ca C\ .PROPOSED URiVEOVAY•, c: Cr ::'46.3':' 53.9' N 1 BW41)17 -- g ! o EL 28.0 DRY LOT 29 I EL 29.6 m j w EL 29.5 `n TYPICAL CLEAN OUT Rmu1 S 69o48'40"E 139.88' ROILSLATE OR LAND N/F VACANT STOPPER END A OF DWELLINGS 150' SUITABLE COVE OR PLUG MARGARET GLEESON WIPUBUC WATER LOT 30 jC 30' ELBOW 60' WYE FLOW— ZONED R-40 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL NON—CONFORMING LOT LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FRONT YARD: ' MIN REAR YARD: ZIPMIN AND OR DATA OBTAINED FROM 07HERS SIDE YARD: 10'MIN (25' TOTAL) ELEV. 30.2 AREA: 12,666.20 SQ.FT. or 0.29 ACRES ELEVA770M DATUM. NAVD88 BAYVIEW RD. OL Boar`s" - 0.8' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA W. COPIES OF THIS SURVEY _ MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN BROWN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON TYPICAL SILT SC LAYEY SANG2.0' LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. n p SCREEN SECTION THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE U GEOTT 1E FABRIC NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS PALE SUPPORT POSTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY WOOD OR NEGL BROWN MEDIUM FlAW DIRECTION SP TO SURVEY OF: DESCRIBED PROPERTY OF 9 ►`IEIti 1- CERTIFIED T0: LEONARD MARANO; EXCAVATED AND COARSE AUG 2023 SACKRLLED TRENCH SAND MAP OF: P �N M• W0� 0 DONNA L. MARANO; EOS NO GROUND 14.2' FILED: � _��` `y ADVOCATES ABSTRACT, INC.; Building Department Y 77 STEWART TITLE INSURANCE CO.; Town of Southold sITUATED AT. PARADISE SHORES IC�I I MI I TOWN OF: SOUTHOLD 0 �, KENNETH M WOYCHUK LAND SURVEYING, PLLC -i NO WATER SUFFOLK COUNTY, NEW YORK �2S 0508g 2 Professional Land Surveying and Design — 17' F SJ REVISED 08-07-23 JULY 30, 2018 N P.O. Hog 153 Aquebogue, New York 11931 K. WOYCHUK LS FILE # 18-105 SCALE: 1"=30' DATE: JULY 30, 2018 PHONE (631)298-1588 FAX (631) 298-1586 N.Y.S. LISC. NO. 050882 1 maintaining the records of Robert L Hennessy k Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION:80 BLOCK: I LOT(S):19 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES V775' PERMIT FOR APPROVAL OF CONSTRUCTION FOR A LAND NIF SINGLE FAMILY RESIDENCE ONLY OF LAURIE BLOOM DWELLING LEONARD THON W/PUBUC WATER LOT 2s DATE 09/12/2018 H.S.R'EF. No. Rio-18-0085 S 69°48'40" I E 141.58' Rx� APPROVED //?Y l SC',�,,,�i I DP EL 30.2 RVIRM — — FOR MAXIMUM OF 3 BEDROOMS 3 amm b157T71 9.4up EL 31.4 EL 31.1 ID00 OIL S.T. 5;r\ a EXPIRES THREE YEARS FROM DATE OF APPROVAL (0 6TIWA2UD`LP. 51� EV o LOT 27 0 �I o ::.:......:::, Revised Plan Approved 10/04/2023 j o Iotsl L:'is i` ';ins e: ; Expires 0911212024 DWg111TIcs ° LP. S.7 WOOD STOOP — — P DRAINAGE CALCULATIONS: w/PUBLIC WATER I EL 29.3 eve ca i0.o;;,Y;i?::::::::::.:..:...::: J'.6' e DWELLING W/COVERED PORCH- 1994 S.F. 1 I 1 Stt DWE7LNG } ;J BEDFIOON::: 0: 1.994 x0 REQUIRED �!o L LOT 28 y NrDWELLINGS (2)8'D1 x 4'A r<4'DEEPEP DRYNELL-354o!PROVIDED b O ,r 0 - 0 I - 1 I z O O 0 i wd p�q!\ o LOT 29 EL 28.0 - EL 29.6 / W EL 29.5 TYPICAL CLEAN OUT 1 I�1 aaw S 69°48'40"E 139.88, UR SLATE OR ^ LAND N/F- VACANT STOPPER END IQyi OF D� tso' SUITABLE COVER OR PLUG MARGAFT R GLEESON W/ PAR I LOT 30 NGS {{ 130 11A j 3D' ELBOW 60' WYE FLOW ZONED R-40 NON-con70aTWc for THE WATER SUPPLY, %VJA DRYB£LLS AND CESSPO0L NON- YARD: IN UW LOCA77ONS SHOWN ARE FROM FIELD OIBSERVA77ONS RrAR YARD:35'MW AND OR DATA OBTAINED FROM OTHERS SIDE YARD:10-MIN(25'TOTAL) El".J0.2 AREA: 12,666.20 'SQ.FT. or 0.29 ACRES ELEVA7701V DATUM: NAVD88 HAYVIE�Y RD. OL BROWN 0.8' UNAUTHDRQED ALTERATION 04 ADDIDON TO THIS SURVEYS A WOLA77ON OF SECRON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY _ NAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN BROWNONLY 70 THE PERSON FOR 14HO.0 THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE BTZE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777URON SC 2.0' LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INS7171177ON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE PALE.mimic ruec NOT INTENDED TO MDNUMENT THE PROPERTY ONES OR 70 GUIDE THE EREC77ON OF FENCES,ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS a I� BROWN AND/OR SUBSURFACE S7RU0R/RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SP MEDIUM COARSE SURVEY OR DESCRIBED PROPERTY of NET,y CERTIFIED TO: LEONARD MARANO; sqm MAP OF: �p ,,% M. 6'Of,0 DONNA L. MARANO; 14.2' FILED: y �� �y F ADVOCATES ABSTRACT, INC.; SITUATED AT:PARADISE SHORES 3c '�` STEWART TITLE INSURANCE CO.; 31 r 0 -I• TOWN OF: SOUTHOLD � K6NNSTH M AOYCHU% LAND SURVEYING, PLLC NO WATER SUFFOLK COUNTY, NEW YORK Sys 050882 ¢a Professional Land Surveying and Design —17' F SJ P.O. Dos 163 A uebo a New York 11931 REVISED 08-07-23 K.W0VCNUK tia5 JULY 30, 2018 N PHONE(631)29a1588 FAX(631)295-1688 FILE y 18-105 SCALE: 1"=30� DATE: N.Y.S. LISG NO. 050882 mwnw w U.—d.of 9.b t r.Rmn..q r K—.tb IL V ynhak It S.C.T.M. N0. DISTRICT: 1000 SECTION: 80 BLOCK: 1 LOT(S): 19 vacANr — _ -- LAND J = l• F LAUR EF BLOOM + I-1`1 j N/F Q DWELLINGLEONARD THON OW/PUSUCOWATER I i , N O V 3 0 2023 .r LOT 26 j 5qff S 69048'40"E 141.58' wEL 30.2 alwbap EL 31.4 EL 31.1 i DEL ! h PROPOSED iMa 3 BEDROOM SYSTEM � / W 1000 GAL S.T. LOT 27 a _ 5MN (1)8'DIAr12DEEP LP. o Ir,w CS / / /33.3' rn IW lows w — — DRAINAGE CALCULATIONS: DWELLINGS P. S.T. G0. // / // / / / WOOD STOOP M W/PUBLIC WATER !H EL 29.318VM 5.0'/ / / / / / // 3k8' 150, iA �� #1610 o� A DWELLING W COVERED PORCH = 1994 S.F. I io? I - 'm o. / / // / / LOT 28 Cr! 1,994 x 0x 4' DEEP D REQUIRED _pRpppL�FD_wJiER uNE_ _ _ o % / / / / / /w N U DWELLINGS (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED / W UBLIC WATER / ,18.0'/ /TOP FND EL 31.4 Z U 150' QI ` FND. LOCATION/ o If-��11/1 o ;<•'.. :~,=:.`_: .;, '.t. ;.: i / // /�NOV. 29, 2023/ m ' e :.,::PROPOSm'bRW':lVAY:;t:::::. /� I z vv" ,... / i 46.3' 53.9' a EL 28.0r� o LOT 29 � i EL 29.6 — EL 29.5 `n TYPICAL CLEAN OUT i j S 69o48'40"E 139.88' AIM SLATE OR LAND N/F VACANT STOPPER END OF DWELLINGS SUITABLE COVE OR PLUG MARGARET GLEESON W/PUBLIC WATER I LOT 30 i ii 150' IC 30' ELBOW 60' WYE FLOW-0- ZONED R-40 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL NON-CONFORMING LOT LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FRONT YARD: 35' MIN REAR YARD: 35' MIN AND OR DATA OBTAINED FROM OTHERS SIDE YARD: 10'MIN (25' TOTAL) AREA: 12,666.20 SQ.FT. or 0.29 ACRES ELEVATION DATUM: NAVD88 BAYVIEW RD. ELEV. 30.2 - OL BOW 0.8' UNAUTHORIZED AL7ERA770N OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY _ MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN BROWN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION TYPICAL SILT SC LAYEY sANC 2.0' LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS77711770N, GUARANTEES ARE NOT TRANSFERABLE. SCREEN SECTION THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE GEOTEXDLE FABRIC NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, AD0177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS SUPPORT POSTS PALE AND/OR SUBSURFACE STRUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY WOOD OR NETAL BROWN FLOW DIRECDON SP MEDIUM EXCAVATED AND coaO SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: LEONARD MARANO; BACKFlLLED TRENCH SAND MAP OF: DONNA L. MARANO; EXISBNG GROUND 14.2' ADVOCATES ABSTRACT, INC.; FILED: y. STEWART TITLE INSURANCE CO.; f sITUATED AT: PARADISE SHORES ' 2'MIMMUM TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC FND LOC. 1 1/29/23 NO WATER — 17 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08-07-23 JULY 30, 2o1B ' P.O. Box 153 Aquebogue, New York 11931 K. WOYCHUK LS FILE 18-1�5 SCALE: 1"=30' DATE: JULY 30, 2018 """ �f PHONE (631)298-1688 FAX (631) 298-1588 # N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth U. Woychuk S.C.T.M. N Dft.�OQ CJ CTION: 80 BLOCK: 1 LOT(S): 19 fir` , 1 LOT 26 LAND N/F OF LAURIE BLOOM EP ' 8 2025 LEONARD THON i S.T. L.P. PIN �119��FP2"�1)p�F1P� �p�'tPP9 p�°,a'pt,gg R1G►It A 20' 32.5' S81 �oid 1 B zr 27' 141' NEDGe ® p LOT 27 E GEN. O. O S 690481 4011 N L.P.GGAS a` U.P. PIPE DRY g'wDEEP �`v WELL J N I _ 1Z 00 w 3 BEDROOM SYSTEM 6' Ln _ - 1 W 1000 GAL S.T. 11-1 1 p (1)8'DIAx12'DEEP L.P. :-:':: :: ; ;: :;::::: PAVER LOT 2$ ZO O Pp-T10 J C.O. M Q1� S• Ln = -A o CIA I: �8.0' ::::WELLING.#;:::: r T 29 B::;: o LO 53.7 N 39.7' GPAE?A:::::: :: 04!DEEP `I r O VeI pRIVEwPY ':;L46..7 GttA '; ;: CCo . DRY MON. O B STOOP Ue CONC T 30 OC LO01\ 13 . 1 I W P�eR L�NE �NepGe CONG W PLL ' M. o 'QO�� E 1 FINAL 06-26-25 W. o3s S 69 48 ZONED R-40 FND LOC. 1 1-29-23 I REBAR NON-CONFORMING LOT REVISED 08-07-23 LAND N/F OF FRONT YARD: 35' MIN 1 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL MARGARET GLEESON REAR YARD: 35' MIN LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AA SIDE YARD: 10'MIN (25' TOTAL) AND OR DATA OBTAINED FROM OTHERS. Q AREA: 12,666.20 SQ.FT. or 0.29 ACRES ELEVATION DATUM. S U FFOL IC COUNTY DEPARTMENT O F HEALTH SERVICES UNAUTHORIZED AL TERA 77ON OR ADD/7ION 70 THIS SURVEY/S A VIOLA 77ON OF SEC770N 7209 OF 7HE NEW YORK STA TE EDUCA WON LA W. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN APPROVAL. O F CONSTRUCTED W O F21{S FOR ONLY 70 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSATU770N, GUARANTEES ARE NOT TRANSFERABLE A S I N G LE FAMILY RESIDENCE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY (fete 09n4/2025 ,_ S Ref No R10-18-0085 � SURVEY OR DESCRIBED PROPERTY � OF N­. CERTIFIED TO:LEONARD MARANO•, The sewage aisposai and water supply faciiities at this location have beer, MAP OF: �`r ��` �' sv °r.s DONNA L. MARANO; inspected and/or certified by this De.artment or other agencies and fond FILED: Y�_✓ �G ADVOCATES ABSTRACT INC. u to be satisfactory FORA MAX II OF3 BEDROOrAS. �r� SITUATED AT:PARADISE SHORES = " i � � STEWART TITLE INSURANCE CO.; IY9 Y�ZE# v SUFTOWN OLK COHOLD UNTY, �;. V KENNET>H M WOYCB'UK LAND SURVEYING, PLLC p_ 1 SUFFOLK COUNTY, NEW YORK :c osoeaz r ' JO� �Tti4N PAT; P.E-,CHIEF B� c., �, r Professional Land Surveying and Design " +, P.O. Box 153 Aquebogue, New York 11931 Oiice o`Nlastewa;ar rJlanagernen( FILE #18-105 SCALE:1"=30' DATE: C. PHONE s31 299-1569 FAX 931) 29e-1588 JULY 30, 2018 N. LISC. NO. 050882 � ) S.C.T.M. NO. DISTRICT: 1000 SECTION:80 BLOCK: 1 LOT(S):19 1 LAND N/F OF LOT ?6 1 LAURIE BLOOM S.T. L.P. LEONARD THON PIN A 20' 32.5' 1 141.58 B 21' 2T LOT 27 GE O GEN. 0 4-On E HEO 00 O S69 48r N L.P.GAS O ,� U.P. %� �WEB)•J 6®x4DEEP � N rR W 00 1 1�^ 3BEDROOM SYSTEM 1 W 1000 GAL S.T.- .T. 2025 (� O (1)8'DIAx12'DEEP L.P. A 'i1:;;:1::,C:!(::;:([7jc:CJ:J[:[1:J: PA�Eft LOT 2a O IS O SEP 1 I LE-Ii Co o i o Buildina Denartme t't 31:w SIP �oR !:•"•::::::::::::::::::.o? ° l Town oi Southold old \ 0CDLOT 29 I:Ir O GRA�E�pR1VEWAY 46:GONG �p\ MON. BgLG.BUpOKCURB CONC•' �.)BtOOP LOT 30.\ �..�• O.BN 139.8 1 1 WA'(E,�..,• HEp cpNc.WA� '40'r E 1 FINAL 06-26-25 W.M. 03S S 690 48 ZONED R-40 FND LOC. 11-29-23 1 1 REBAR LAND N/F OF NON-CONFORMING LOT REVISED 08-07-23 7HE WATER SUPPLY,FRONT YARD: 35' MIN NQLS•DRrhnLS AND a-SSPOd. MARGARET GLEESON REAR YARD: 35' MIN LOCATIONS SHOW ARE FROM FIELD OBSERVATIONS AA SIDE YARD: 10'MIN (25' TOTAL) AND OR DATA OBTAINED FRDV 07HLRS 1.0� AREA:12,666.20 SQ.Fr. or 0.29 ACRES E[EVARON DATtnb SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �^ UNAUTHNS SURICY MAP NOT®''AMNC VICE Nl)SUURD1x WS fWBOSSSM sEM SWAuo�BEON°F WC170V NWD?ED 2209 BE A AU TRUENEW COPY.�EDUCATION acAfm�°Ov"U.ft F APPROVAL OF CONSTRUCTED WORKS FOR ! ONLY TO THE PERSON FOR MNOM THE SURVEY IS PREPARED AND ON MS BEHALF 70]HE TIRE COMPANY,COYMWENTAL AGENCY AND UNOWG INSRTHRON LISTED HEREW AND TO THE ASSIGNEES OF THE LENDING MSRNRLM,CUARANIEES ARE Nor 7RANS�EHABLE A S I N G LE FAMILY RESIDENCE THE OFFFTS OR DIVERSIONS WiDW HEREON FROM THE PROPERTY LINES 7D THE SMUCIURES ARE FOR A SPEDFTC PURPOSE AND USE WDOM E THEY ARE Nor 7Na mEO to moNyhrENr me PROPmry LINES at?To wrDE THE ERBCRLN OF FEN=ADOrROVAL SMUCTURES OR AND OTHER LMPROMOVIS E4SENEN7S AND/dt SUBSUWAGE SMOTURES RECORDED OR UNRECORDED ARE Nor GUARANTIED UNLESS PHYSICALLY EVDENr ON THE PREMISES AT TIC RYE OF SURVEY Date W1442e25 H.S.Ref.No. RIO-18-0085 --- SURNEI'OR DESCRIBED PROPERTY a of orEry CERTIFIED TO:LEONARD MARANO• The sewage 6sposa(and water supply facilities at this location have been MAP OF. 1P�1N M• WOy o,F DONNA L. MARANO; rnspecled andlor certified oy Ihis Department or other agencies and found FILED: `'_� °�* ADVOCATESTR ABSTRACT INC.; r n S)EWRT to be satisfactory FOR A MAXIMUM OF_ a BGDROOMS ^ . SITUATED AT FARADISE SHORES A LE INSURANCE CO.; � ID TOWN ORSOUTHOLD SUFFOLK COUNTY, NEW YORK s Osoe82 o- EENNETH M AOYCHUK LAND SURVEYING, PLLC JO A MIAN PAI,PE,CHIEF $A eo N7 s° P.O f i I A ue So yI g-d 1,,Ig. Off,—o1 Wastewater Management 4 N nLE/78-105 snALE:i"=30' —JULY 30, 2018 NY.S LISG NO OSOSBr eem(nvL)meama r"I—)>R m 2.NEW 13/4'x14'LVL 2-NEW 13/4'x 14'LVl NEW 2%6'COLLAR TIES @ 32'OC NEW 2'x 12°RIDGE NEW 2'X 8'EACH SIDE OF RAFTER THRILBOLT ED /DECORATIVE TRIM @ 14'ABOVE F.F. NEW 2'a 12'RR 16'oe NEW 2'a 12'RR 16'oe NEW 2'x 10'RR 16'a NEW 2'x 12'RR i6'oc 1/2'PLYWOOD SHEATHING 1/2'PLYWOOD SHEATHING 1J2'PLYWOOD SHEATHING J2'PLYWOOD SHEA1 ING om"TgI1 NL7 $15 FELT 015 FELT •15 FELT PROPOSED i15 FELT >,/2'GYPSUM BOARD. ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES ATTIC STORAGE _________ NEW 2'x 12'RIDGE _______________ NEW 2'x8'RR 16'oe 19 WALE NE! SHEATHING NEW 2'[10'CEILING 1015T5 @ 16'OC aA�80C109ED C*E WSIIIAIIDIP CATHEDRAL CEILING ,15 FELT I Pr10YpeAWaEALEF1GA5 sEQv 9N1T4 mNO VENNRB ASPHALT SHINGLES TO BE L+IPDE1FO l;t' �0.03ED CELL NEW 2'[10'CEILING JOISTS @ NEW 2-2'x 6'TOP PLATE FOAM W518ATION W RAFTEASF NMlISCLAl10N W/. \\ �\ NEW 2-2'x 6'TOP PLATE �IOT410bF�INSTALlA7roNN0VEN11MG �i i NEW 2-2'x 6'TOP PLATE CLOSED CELL 9ESINATHW TO BE OBI' 1/2"GYPSUM BOARD. i VEW 2°x fi'STUDS 16oc NEW 2'x 6'STUDS 16'oc NOR AS PER PLAN 2.2'x 10'HEADER WRAPPED WATERTIGHT NEW 25c 6'SII1D516'oc 1X PLYWOOD SHEATHING Rd9 WSNAININ W/ v A4991SULATNW WJ 1/2'CDX PLYWOOD SHEATHING R-19 WAXAT10N W/, 1/2'CDX PLYWOOD SHEATHIN VAPOR BARRIER 1,/2'GYPSUM BOARD. 1/2'GYPSUM BOARD. NEW 2"x 6'CEILING JOISTS @ 16'OC VAPOR BARRIER 1,/2'GYPSUM BOARD. nssENSIAATION W� VAPOR BARRIER NGID IN BOARD R-3 RIGID INSULATION BOARD 1/2'GYPSUM BOARD. 0-3 RN1N1 BOARD' IAS GIDIN rEDBroWNER KITCHEN LIVING ROOM CCOLLU4MNEENCLOSUREO6co SIDING AS SELECTED BY OWNER c SIDINGAS SELECTED BYOWNE CATHEDRAL CEILING CATHEDRAL CEILING I� 3/4. FLOOR GLUED AND S BEDROOM CLO BATH CLO BEDROOM SUB 3 SUB FLOOR GLUED AND N LOOR GLUED AND NAILED B'CEILING HT. 9'CEILING HT. 9'CEILING HT / 4 FLOOR JOISTS @ 16'OC - - 2'X lo'P.T.LEDGER BOARD LAG BOLTED NEW 2'x 12'FLOOR 101STS @ 16'OC NEW 2'a 12"FLOOR JOISTS @ TO DWELLING W/1/2'LAG BOLTS @ 34-O.C. SILL SEALER R38 INSULATION W/ AS PER TABLE 507.2 SILL SEALER tA LL SEALER TERMITE SHIELD 1/2'GYPSUM BOARD. TERMffE SHIELD RMITE SHIELD IAx B'LONG@EP oc MAX NEW 2'z8'FLOOR JOISTS @16"OC ANCHOR BOLTS I,/2'DIAxB'LONG@8'oc MAX CHORBOLT51/2'DU1x8' 6'CCA SILL 2'.6-CCA SILL 6'CCA SILL NEW 2.2'x 10'GIRDER @8 VXKLaq DN R3091SI8A110N'' GRADE GRADE R��i1RA11011rR R30 INSlRATN1N GRADE CRAWL GIRDER AS PER PLAN CRAWL CRAWL CRAWL 4'[4'POST ANCHORED ON 14'0 x 36'FIG.BELOW GRADE AND 4Vi'ABOVE GRADE *NC.FOUNDATION WALL 8'x 16'CONC.FOOTIN NEW W CONC.FOUNDATION WALL NEW V CONCC,FOUNDATION WALL NEW 8'CONG FOUNDAT NEW 2'CONC.FAT SLAB EW 8'x 16'CONC.FOOTING NEW 8'x 16'CONC.FOOTIN 8'a 16'CONC.FOL NEW 2'CONC.RAT SLAB NEW 2'CONC.RAT SLAB NEW 2'CONCC,RAT SLAB SECTION VIEW /\ SECTION VIEW 1/4+T-0' 4 1/4-V-0' V B 0 - 4-x 4"POST ANCHORED ON 14"0 x 36"FTG.BELOW GRADE B AND 41-0•ABOVE GRADE 3'-0" B A 4 m 4 4 _ 2 X 10'LEDGER BOARD LAG BOLTED GIRDER x SO'Pf TO DWELLING W/1/2'LAG BOLTS @ 34.O.. C - o B•X VENT Q AS PER TABLE 507.2 n RISE AS PER r RbTK AS PER __________________________________________________�___A10g.1__________� 2•NEW 062 DN WIN. NEW 60685UDER NEW 36 2DH WIN. NEW 30 DH WIN. NEW 305 ON WIN. r_i_____ __________ _ - • < _ -----'------------�--- - TOP6BOTTOM --------------------___-------- --- ------------- -- I 2-2'x12'HDR W/RIGID HDR. I 2- R. , W1R OR. W/ GI HD. �A,�• r----- W/RIGID INSUL W/R16R)MS 1 I W IN 1. I r ---- W/RIGID INSUL W/RIGID INS m l I NEW B•CONC.FOUNDATION WALL I I a " 19'-0' I 1 4--B' 14'-4' SEE DETAILS A,8 C SHF_ET 0111 i I W/8'x 16'CONC.FOOTING I .: I i___ __________ ______ ____ KITCHEN x� i i * ¢ CATHEDRAL CEILING 1 tv i rx,z CL a,c� ^ = o m L o s a DINING EDRALROOM xl�ll` a 1 w ' I BEDROOM 1 MASTER FLOORILING J-OISTS�' I� CRAWL SPACE � I ; ; . r, n r, o L_ _______ f BEDROOM 1 i • i NEW B'x16'CONG RER W/ =g oo :o I , B'CEIIING HT. b z r o I I 24'x 2ir 17 CONC FOOTING F`-• 18'MINIMUM ITT. r I I - "' -o ` i i i i j j o I I SO'TRAY CEILING d o I 0 1 1 i_ J 2'CONCSLAB 11 �.'-' �. I I I J 1 1 ry j I ;; . w u u ^ u 1 j "• I I I I 1 I 1 ;_______; 1 1 �sn Its 1 . 1 • "' r I I J I I 1 1 �t 1 1`` 1 1 L--------------------------J 11 11'-4" � B'B" ._. 8''s T-tI 7,_t. T•1�" ; i �� i i i i i i I I �_`�i j � 2066 POCKET 4X4 Jg r__ ' ' -- ---- , - I - ---- ------- POST W w o 1 ¢�1 I'1, i i 0 3.., _ PANTRY 3•� 5'-,D•I 1 1 1 1 ' I 1 1 1 dal 1 ¢a I I I I Q•Y mp 1 MM .VENT I I 3-2'x12'GIRDEA 3- x17GIRDER , 'd-2'x12-GIRDER 9.2'x12'GOLDER -2's32'GI 91 , , _____ ,x ?- oyll - 1 , , I - 1=B fP NEW 16'x 16'CONC.PIER W _ ----- _ __ ___ _ __ � +_ _ Y a __ LL�_ 30'x30's12'CONCFOOTING i i_ _.li 1 m 1 c I "'� p_ g ® '4 1 , I 1 • L 1 —+ 1 I i g.-0. IL'1` � � ®i i- o�+ 3/1'i11 Vl �® "" I �c�u 4-X4' M. =L-- -_J NEW 8'x16'CONC.PIER W/ i ®, i NEW B'x16'CONG PIERixx �4',�O �'¢i w¢ Yo 4•X!• �MASTE t I 24-x24'x12"CONC FOOTING I 1 24'x 24'x17CONC.FOOTING I 4 09T °' ' I ---- a L`---5 m sm Q I I m a POST BAN H 4 ® G 11 I C I T �"i i .��. Z ' I I , x�l �cu j I G HT NEW 16'x66'CONC PIER W/ oN of q i , 3•-O" bpi 1 i i c MUD j I ^ 2'x 1r W 16-a n I 0 30"x 78"x 12"CONC.FOOTING e o a , I n z 3: 1 p i i i �¢'3 9'CEWNG Hi. FLOOR' CRAWL SPACE r o o o p -- _ ____ �� I 3 1 1 m LAUNDR p� o 1 R [C , 1 BII I 11 aJ 1 1B'MINIMLM HT. _„O _.0 2,'_g^ ,,o , ' w 9'CERJNG ITT. j I i 2•CONCSLAB - I -. *y$ b i i i ' i _N¢ 6'$' g'�' � ry u n LJ LJ LJ 'a V �� v<CsN LIVING ROOM "3 3.� IBDOE S'x 16'CONG PIER W/ I� i____________-------------------------------------------- NEW _ I a Q W xw gam. �' n.?riPOST 24'x 24'x 12'CONC.FOOTING , --!---• I CATHEDRAL CEILING I r 1 _ T 17'-D•' NDRYLATERALBRAGNG I NEWMCONC.FOUNDARONWALL IF EDROOM 'TOP 8 BOTTOM cI W/8'x 16'CONC.FOOTING i I c ,,,o� INSTALL FIBERGLASS B RHEA 6 ' ' 1 g I I I SEE DETAILS A,B,CSHEETRt ' , I I i� c 9'CEILING Hi. 2.7x10'1{Iryc 2-2'x10' R. -NEW.RECT VENT PROPANE BOILER $ . I �_• ____• I i 1F 4'X4 W/RMJD IIIttt11190��LLL W/RIG 1N L DRYER. Ip VENT DRYER TO EXTERIOR VENTED TO EXTERIOR AS PER CO I I LOOK ISTF I - . .• •. i - x _. AS PER M3502 JOISTS' SEILING ABOVE B E BOILER RD p , 1 I 1 PO$ NEW 3052 DH WIN. NEW 30 DH WIN. 25c 17 1R' CEILING ABOVE BOILER w , FLOOR JOISTS I �'X20'tIDG17tBOMDtAG-DOLIE4- - I I ' I� x12' 16•a 2'h1r 1 a 7e I I i i TO DWELLING W/1/2'LAG BOLTS @ 34 O.C. I .; I I j p R F ERS ROOF RS ®or,ecrou I AS PER TABLE 507.2 I , PROPOSED 1 I FRONT P RCH � CEILING 2S11R •m x x PROPOSED DECKIN ASSELICIED BY OWNER UNEXCAVATED CEILINGJ01 41 y VINYL SOFFIT MATE IALONCEI N TWO CAR GARAGE ________________ _ ' _ --_ ' ' I '. I W RIGID NSUL POST H o -4'THICK POURED CONCRETE SLAB WITH 1 I _; , , -2"x P710"GIR 1 p x -4'THICK POURED CONCRETE SLAB WITH , I -13/1'x 7/B'LVL HD --•- 6'x 6'.14x 14 WWM REINFORCING 6'x6•x 14 x 14WWM REINFORCING l' -------- -------------------- 1 I 1 2-NEW 52 DH WI POST OVER 6 MIL VAPOR BARRIER OVER 3" OVER 6 MIL VAPOR BARRIER OVER 3' i \_ R.C.A.COMPACTED BASE TQ j i 4 RCA COMPACTED BASE _ 5 PITCH SLAB TO FROM A '6/8'TYPE'r GYPSUM BOARD ON ALL WALLS AND CERJNG OF GARAGE t`I 6 AN 4POSTANCHORED q 4"x4 POSTA HORED 14" x 36"FTG.BELOW G DE I ` I ; i 14"0 36"FTG,BELOW G DE 21'F 1s a 25 12 s a -6"ABOVE GRADE I I j I 3 o ROOF ROOF RAFTER . , , AND "-6"ABO GRADE 5'_S• 9i 21t tr 16' NEW 17� B'/ FOUNDATION TI U. 1,��^v W/8'S-x x 16'CONC.FOOTI G 5 9" 11'-3" 1 2D'-B' 1 1 I 4 21'4" 4 1 I I 1 to , 1 1 , 1 I L --•-_I 1I O 16-0'%B'-0'GARAGE DOOR 6 a 2 9" -0 6.6' 2 9" 3-0 2-13''��IVL HDR. 3 L----�-'---------------------�ROPPEDf0011DATNNflIMI---------------' / v �G o n•rJr PROVIDE LSSU28 JOIST HANGER RIDGE TO EACH ROOF RAFTER TYPICAL @ NEW CONSTRUCTION A 4 1 U4'x 20 GAUGE GALVSTRAP TYPICAL 20'LONGEACH ROOF RAFTER__________fl> ________________________ _____-_-____-____________-_-___-_-_______-__-______________________________T (4)8d NAILS I EACH ENO I ------------ I EA ROOF RAPIER i 12 ROOF RAFTERS(SEE PUN) VARIES 1 F1"EXTERIOR GRADE PLYWOOD SHEATHING I I 1 1 t115 FELT I 1 1 ASPHALT SHINGLES(AS SELECTED BY OWNER) 1 CATHEDRAL CEILING s x m I 'HOTADOF'NO VENTING i �, i CEBDNG JOISTS(SEE PLAN) OPENING AND CLEAR UNOWTRUC1ED !¢ I R-30 CLOSED CELL SPRAY N¢i x g i BATT INSULATION(SEE PLAN) SERVICE SPACE AS PER M1305.1-2 i FOAM INSULATION IN RAFTERS L" CLOSED CELL INSULATION TO BE VPC+IFO BY VICTDRY POLYMERS. ACCESS OPEIIING CONFORMS TO t- NEW YORN SATE R807 I o AND M 14012Zk'1 I I PROPOSED I FASCIA J7`Y`• 2.13/4'x14'LVL RIDGE i; 2-13/4'x14"LVL RIDGE RI GE ATTIC ACCESS BACKED W/IASUUTHNI i `t� �DGE u m i� RIDGE RIDGE — R� i T CONTINUOUS SOFFIT VENT x% ` P0S} R-19 GATT WALL WSULATKINST I z x AS PER 20201ECC I t I I I d R-30 CLOSED CELL RAFTER INSULATION I SIMPSON STRONG-TIE H2 i t I --� t I I I PROVIDE AIR-SEIWNG AS REQ'D I , t i.___3 j CLOSED CELL INSULATION TO BE VPC44FO BY i Q16'oc(EACH SIDE) \i VICTORY POLYMERS. 'HOT-ROOF'INSTALLATION NO VENTING o ���•� ROOM OVER ROO CONSTRUCTION o LLo 2'x 8' I J� ROOF RATTER o R� FF� ---------- __ _________POST I 0� I 11 - I I Fj. I 1 1 I I P i OPENNG AND CLEAR UNOBIS3ZCTE I RI '�' SERVICESPACEASPER M13 5,1.2 \1 it ATTIC ACCESS BACKED W/INSULATI N ACCESS OPENING CONFOR TO j VINYL SIDING(AS SELECTED BY OWNER) j L------------------------------------------ ASPER 20201ECC NEW YORK STATE R807 1 R-3 RIGID INSULATION BOARD I I AND 14OL2 j TYVEK BUILDING WRAP o w 8 i 2'z 1 12'EXTERIOR GRADE PLYWOOD SHEATHING I o 10 r i CT 1E x I 2S14'STUDS 16'oc I , I j 31fl GATT INSULATION R=15.0 AI I 2"z 8' oc 218' 16 a r m i i 12'GYSUM BOARD I I I ROOF RS ROOF S i ROOFS FTERS ROOF RAFTE S j SIMPSON STRONG-TIE FTA @ 16'a OR 1 i STRAPPING,EXTENDED I?BEARING FROM FLOOR 1 I¢ I I FRAMING EACH DIRECTION @ EACH STUD i I `----------------------------------------------------------------- -----------i 1 1 I 2-2514'TOP PLATE � 1 1 1 1 I C7 fix 1 I ( j n2S10'�16'ac o 2"x10'@16'a i �� R� OOF RSRAFTERSRAFTE ¢ ROOF RAFTERS I j j i Irz lK i i 1 1 � I 1 314'SUB FFLOOR JOISTS(SEE L-______________________________________________________________J GATT INSULATION(SEE PUN) I 1 'SIMPSON'CMSTCI6 COIL STRAP OR i 1 1 114'x 20 GAUGE GALV.STRAPPING j STRAP EACH STUD 1Y MIN.BEARING I I WRAP STRAP UNDER SILL EACH STUD --------- RIDGEHT. RIDGEHT. ----------- _____________________________ EWASRNAa- RIDGE HIT. E1NA5 EW N00 10 12 F44 1 RIDGE Ni. i i. VASP FM ® 0 CEILINGa N CBUNG Hf_ �5 M AL 00 ----M. OWNEI __WN ____ YSIrING WDVDO Hf. WUA10W HL N W N N � � � N 0 ® ®3051 3 2; 3DfiY AW ® wt ooW o0 DIN ° ® R m m 0 0 F sa N G F li I _ F.F.NEi _ GRADE GRADE I GRADE 1 1 I I 1 L---------------__________________________J I I I j NEW B'CONC MNDATIONWALL i i i i NEWS'DONC FOUNDATION WALL j 4 j NEWS'CONC FOUNDATION WALL NEWB'CONCFOUNDATIONWALL j `^ i_________ _i i______ I _______-I " I 1 80.OOTING _____________MEWED_CONGFGOTING____________, L__________L_r___________i______________________NEWe':16_fANG FOOIIHG____________ 80. ODNC F NEW 6'a 16'DON0.FOOTING _____—__________ __ _ NEW R't16'CONC FOOTNG O 80.FO NC O _____ ____J _ L_______________________________________________ J r________ O 4°x 4°POST ANCHORED ON o 14"0 x 36"FTG.BELOW GRADE AND 4"-"ABOVE GRADE m PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION SEAL �D qRc ciSo�`�N K. + �t 9�f OFF NEv�A RIDGEHT. RIDGEHT. _______ _--------_---------__ n x U m S ® Q 0 a 10� C — 00 O Im ASP O NGIfS — m Z wz w _N �Z 10 CERING NT. m N DO HE. __WIN OW HLT-0•WIN m J 3p 3 5P 57. 9IDEA _—_ 5] G U fY 4 z V § 4 PEA DER (p ci ED DIN r ^ PER OWNER J p J mo N PEF` SSmul O I w Q a FEAE6TFD F.F.ND ______ T S LECIEO AS O �Tt O 7 4-_ FF.EICN GRADE GRADE GRADE W 0 O Q I I I I i i Z N CD QI NEWB'DONC FOUNDATION WALL I i i i NEW e'CONG FOUND0.TION WALL y ¢ i NEWS'CONC FOUIYDATIONWALL NEW B'CONC FOUNOAAON WALL j NEWR'CONC FOUNDATION WALL I W W (n I w F�—------_-----_-----------—_NEW B'i1B'fAGGF0071NG_______________________________i -_____________� r________HEWBi1G_WNG FOOTING_____ ___ B.0.N C______ B_0 OONNG ��_______ ______NEWS'i16'CONC FOOi1NG_______________________________NE1V 8'i15 LONG FOGIWG__—_____t__________ 8't l6'WNG FOOTING �� (p — F❑ ____________________________________________________________________—_________ �_ J O O u j-`—�— --- — ---------------------------------------------------------------------- -------------------------------- w�0 tt 4 C m A •mRYnrortoon X mI� .mrtXlm fe D:,e.w[�DIK[ A F. [m•¢rom��IW mLPYN'DG nK�imtltm] nrY n r 6 6opDmm lB°Rol �I h W/ItlIEppYL w/�•nlollevi ° tl 1'CIfO'XuI w%inlppp g rpa 1 at2-5D.ceIY¢ml l 4{:eKSam ml1O"AOe m"onw ; g •v r C� m'.D ,•.r KITCHEN A 1 : O 4 Aro a'x' > 4 ,mwsw 4 4 BEDROOM I " DINING ROOM # '=# w ° C� MASTER -$I CRAWLSPACE rm x [xN.[ra�m°on"rla p v¢nMDm. F�A cou a ° Bam�w� F�p w IE R Ila F ®Lt ¢ •xemA e.,•xSroNo¢ "ey _ ra F PANTRY xArmvm•mxRleA lx''m'D�m A.x•.m '; .x•.m•anY .,•.m•°N IA A o m•em•fm•mwmDRw •- -- - - e --xs ---- -�-� -- --�q=------- .YY'[,PIKA MASTE m lewD..u.mle im°n Ye•:x1•[li•wm�',YD a ° 3N �N 9g [ " Po BATH � � � •� " MAD � � � axe�lati 4 Po a� CRAWLL SPACE - m.m n mmnm"o°n m = 4 g — ® ® ^ �� � — LAUNDR 8 � w If C tR vc a,A Ywn•.a•mw LIVINGROOM P S9 4 N•Axw.u•mxGrA¢mLLJJ lucmu+o Iry ^( 5 dd ^�ie o°waMO r ` 1°"�wDyts•mY1pw"1Dro"mlw p 6 BEDROOM NO IRLnaY e ¢� AD,CeXFEi 11 I ' iR' W/IGi�IMU°'' gr'� YvapGl' A,Z .X[wpl[EMMimNx[ — N! `� RDDPmOP 'w mLP .. . 1¢I xN vm K .YmNNDNIX)GDINrt,m" a p .�. WO[m�•�'-,Y '� 1 S IY !v'Pm"" D Ymm MH xN ®°•�Po'N'� a]rl>�tlTec -C[YMml�u0 k PROPOSED a FRONT P RCH p,o"Po ec l ate° °I'R' 1� TWO CAR GARAGE UNEXCAVATED ,I 4 � u -r[PTID•aR N � r.m•mA. a rmimim' -�•racA PoulmmwA[rtswmP � '" '•e�,i°iimMwilmlwMm �' .RI>�e .u,uMwlowomea n•s [ A owoloro �M(\ � �¢AmMhvYr��tl¢DKA,' b x DAMN Wff mYDYLWmIWupoKA1' S, 1 YIOIIW mIYDm F A NFL YVW IIIOc¢I""LNDmolAOYnt 3E`f�^ Ap I'POSFANCHORED A m L 9 1'[ P03iM:HONED m I/ [X'FTG.MW! E PN/'S'AHOVEGRADE INN I'8'AB DEGRADE E s Qgaorwrtwl , } as D.Dr D`a I� wwA•mwa°wrrox � � y �mo,YRT i i w,m•.m•mx:mon A xsvr.u•Inra.�A 2110 PROPOSED FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN mx A¢w m MOTES; WINDOW&DOOR SCHEDULE iST FLOOR LIGHTdVENTILATION REQUIREMENT'S ISTFLOOR Vl•,[Ya,DEYmI Yn¢xalaurmn[MAA,nSrowxoxttl Nn muVEMIXo ­'EN•ver.Anwunn rw e,anlwxmw,wo,w,.mowrmxy lmtxut auAxnmu­,­ PEA% ux ormxsnocmx NOTE: u DI 1K¢KlmuoANouwlmumemmu " muxDAfiwYnmvnwl,0 �wlw DXVADM mRAI injj® u npl lrlltYINYLIEIx-D¢Am°P.. W am CONSTRUCTION NOTES: PEmn moxemxmwW[ `, minDmKo wRxixwwllau°riNA®oaxmnDrxeYrou o mwlR{wPLL m0�AuiIMWDlre�ral IW af. IN x. RNCY1PrtY OHNAEI�tlR¢ CaDEm CE E7 W ° wx¢[n[vYw Y[PoDe[DmcvKEAwDAVpAmrm,¢t rmOF maNL1L aASEMPm+� o xEwmP[ ? Q ®iiaEieiw'ueE°CNAca"IwmXEn'wD" �"'°'tl'm,sxYLu¢ramumPaYllxcuutA,me¢[ m� a�ERalaNw%H6 we-1 xwLeel.rAw UN a a mpa�w�EAtmv[emn[mncacxsucXqu LEGEND °,armium x aIYLDIAucexucmpu ®N•ESYwgi TUREINSPE NAIED ¢NtlI IEIrA¢DIALLW°w.mnx WAW AXL rJLLivFDT aWNlacXlNarxilxmxlMLeExAtmx°YCEwmeBTox 2� w K ',�"iA�iLO•PNRwX"TXr . A9PERNAVIIiKNgFRBEPFCFIGMIWP am¢rSW nvnSAALLe[D4Nmrm � �, _ . 1m41tlxolstlwwYLmmmwx &AONY,ImKPvw„xALL1EIwrAWn YKcoPMvm GI ° —Ar�m4mIA¢aw WYlw e1lVlWm _ -���.—_— xWIDXLNlLL1ElxAmEPDANCEY4HIFCIIEeP115. K = C ( _-J I R'SYPnX'DVAPImrID gmLR,¢P[nru FcxEAAADl­Q Hm1tlDtlNNT0 xDItWIIeE Z 2 Dwf xMMIBEIJI¢m¢Ixm,FPlm , 0 y E9�yI Itl anamw,m¢prml¢oYnxme rzw. xvl e._� �~-s ?I - r ..,.. Nmftxaw[o Ax. _mNl,IwiiclmYIEDNKcoADAvice a�XISr¢mw EmmaorrwPnoenwmceorxerroN[ w ^ Imnm mAlrzaY,¢mexnmaomnwvmwwr! _ - ° S o wImnLXAuwie[¢aiAAxA ancoauw¢ wDun _ :•1...-.. [., i wG.er�¢mw°im"imi°W"®ui"A" o Z A _ I i' `: :aro� o ol�o"n"nEiwEoxv[ �a aa'Yn. �oesm`�urua flALLtweo¢nmu¢IxmmnfMlA mmv[¢SNW I[ ACA ImttA' AAEEP escim Xx nse[o�xneoweiv°vte N esf ' y� �,•—,—. - SKEDRMVEEYIINe&TDX mII ° �� Amcumammweo maAwmm�, ,LwilAwxovwloxomoAlu uc - afrtmr IErvFpU¢AVD gYrEreNgllEEoxaml¢m YKen0P041¢ ANCHOR BOLT SPECIFICATION sD° s,� a„M ' „w xIW� AN — 2024 D.¢L;�®D ' E: aE�.E: ;DYYYmma 212 WurmrMmvmxwxsm a(rreAvnaxwmneso foP molmeo m woalrYAvwuu. A� 51 `!'If Yn®Rrotl°mXIDe " xpX"cm ADAGE I Rw°aria.xo RARDER B A IYrIWmXExa°wiRaGIRX X a amv. [ inlr°x°azFmw (Xl xw n 0 FARaciwRlxflOFR CATHEDRAL CEILING IIltFIFRAR4A/aFrlrxT00INw NO Wi0 pI WIIiNIxPFI W eXEUFa lr I°AxW e EExa 'swcin ai ft,we�mac� 6a4mULLWXN Dxr[vRNwrt NLnNxA XiR mmp[x vxaRlYwlnFlf b wap1M] ppaxa[m r"c X ,.Xa.•.[x•W.ImI R a.wx'.1.•uvxme X / Xmvyxftuwx mG mG mu�vuulxmumx _ wn G mnufexr-1 °�i°olcwncicJc uuraxm eivwnw n [.Ir01°0 Rom"' au� z �� � mmx `•'Y�7 d� r xwvFxlw � nmvywuu n ° vwl lXalW lamFRlr°xxeT I� x�wu.«R�®r° Ra xxX waYlww[X Fawn Q m•mwl°nawFlrimao Fxwe`"Xo g, n Atl Pm ]I4wIIXB R. I0�11 R mlIwX 11D-1,rtf 02 M wtxalRWlla°R N IRN[Xa FrCNaxFatIRX1FM:N rtW 4Fli [a Pcr� e`. aerRXr.Fw°rRRwF um U rla4RJ�iX[IiEEPiAy t{` IaN(BFEruw �'�' 11uxA WEanv �F�� 8 Ilw Fl¢N[NUI>•Y rmN rtRw ux¢R nFxNwBfuo PROPOSED ROOF PLAN "I V•a.X• wt "Ri0TW11 fF U wR6 mmf TXmRE[ ®wnmxw e MEB—REURIIJ£arPLLrauxwoxvNLL[IFlaxcRtlE p tncnr ew Rla:.m IwuenmxYw°rmxRxw X.wnc cwiRRwElFIfrIYXO exWxam rUnfCtOftt. W rl°axaRT4Xxaxl Ia•mAXWXJNw = W .77— • r 1. ii i . V *- { mwEaaw ° o L f/' � X'c°xuFU[W axwpnue RwE � � 4 O Z � JAN - 4 2024 W W °TYPICAL WALL SECTION ° z emne 12 T,.s...._-C^i.tom.r;.Y��?`.e��'.•:n J sr-0- I 4 B s ra 3 r,4•f65I ANGDHm ON - 14'B,3fi'FiGBELOV]GPAOE 3d B A B �N AXDIS ABP6E6PADE ----- 4 4 -1 rxl3 tEmmea4RD vc eaLTm 4 }-]',3P WGUAFA .. TD mvuuxcw/vTlAG apuse34•ac § asvmrAazE sou e•z Il INsru AS PEA H s•z vENr N xEw DxwW xEw3a DxWW xEw3Dsz pxwW IxSf lLm AS PER----------------- ---------------- '--------------------------------------------------------------84p6x___-------� ]-NEW 05]dIWX MEW 60685UDEN I ' ------------- --------- -- ---------- ].]•,1THDR ] 0. _ ----- ]-ri1P Ndt ]T THE § W _______ ______ _____—_ _ - w § W/IdGIp IXSUL W/NGID INBIIL W IFd L W/RIGID VISUL 1P�.•.. W/RIGID PA DETABSOA R.CSHEETett 50d XEWlmXG FmNGTION WALL I'3 ,9 ,_ T r'g ;___ __ _ ____ l W/8',Ifi mNC.FmnNG •.J q ��,-0, KITCHEN ti :D6e �j nl - GnaDRALCE6WG , 6 b"t, DINING ROOM MASTER X� I hr.La,IFFRBEDROOM . 0l BEDROOMROORJCSTS 0 CRAWL SPACE b ].z 3CDNNG M w F -'----i� IB' �8 ' ]PTRAICFNIXGI i I ]a•,]4'FIT mNCFODW2 n W w ti - z 1 �_� ]'CONCSIAB ' I ro u tia f_____l I Ms b w it n �F ]aaPacxn I, I I n i I lx1 � I , I I ' •. I I ' ,Ir CROEfl 3.TAITGNOER ' IR 1 �ry iW I S I PoST =� e 5 f , 5 Si i 'I 3-T ' ' i ST,1T GImEA ' '3.Ta3TGW0EA -T,1r GI ER _ �Y_o __ ____ '�v_�8 __!4__ _____—_— O e PANTRY NEWSl,1lmNL WOLW I - --_ IAA i w 113/4'FSr LYLRI $ 1'x4' § `.4'%l rc , 30'3PF1]'CONC FmRNGL __. �_-- 3.a• _ �f�f �_= PDST 6, MASTE PGST XEW lA16•mNL PIERW/`_ _ © NEWlF1S CONC PLRW/ z isst`` !w Ns z �E •T8 lil •6 o• ]la}f,1T mNL F0011NG BATH L pI ,]r,]P,STmAa FODNIG - E4� F H a 'w " K� boy 1 i w� " YCFIIlNG N14 �I �,..N E C j LAUNDR 1= 0CRAWL SPACESINIWWINM. 8 ]te rmraslAB m I *ao � '"'� �� l JAN 8 v 11 WAGE :. 2024 J v i 1 ]1•F]4 CGNGFOM.G � - 1F---------------------------------------------------� ix § t b „-0 9 •NDRY ¢ ® LIVING ROOM }v i i NfWlmNLF011NDA1xW WALL I �E. �T G o 1 I. W/1,1fi'mNCiLO11NG �g 1�8 BEDROOM ,r4r DmAlgFwaE� b .mm OETALLSA,B.CSHEET fI I 1 ]-]'a}0'NDR ].- NOR PANFO �_________ .NEW dRECTVEXTFWIIPANE mltfA $ 'o - 4-11 W/1-DWSUL W/RGIDIML D .YEMFDTO EAEAORAB PEgm li '� Fr'Z�'`+T�s t= I'.,i "f"•f:Ce rS._..xb Li _ ` _ aNTO TDF%IFgIGI J -s/B-NPETFlREBONW - q C ,y --- - -- '� xtm ro< cwxc AmuEmnER own ro bsoulk�osd w '^ ' NEW 305]NYAN..Y, NEW 305 DHWW i ®' I. r S"w 1 ROW JOSTS mi�tUxGWgBUL BdT50uaC ____ l 1 _a1P t6'rc :t 1PWi6'x n ..^ $ '1 CEll1NGJd5f5 r ;dS=�a G ASPERlABlF5013 PROPOSED R FTmS R°°`�A`TERS—° FRONT P RCH PROPOSED UNEXCAVATED cE dNGmss r DECGNGASSFE B PWN 1 I' LL 1 ��F: vWY so RNA d c TWO CAR GARAGE 3-T,}INSUL 1-%C I c -7x PT 10•GIRD W WGIOIxSUL PDST 4•TWCx 4-IN 1CFETESLRCNG __ _ .4•TWGPDURmmNCIL1E5lAB WIW. -13/4'ai T/l LVLNO n 4 J ' , 6'l L4 L4 WWN REURCW]gG •zl 6•,1,L4,1.4WWMRDNCWftT :L ,•n_ 'c_'N I': • A F , FDST OYm6 wA=RAAI6ER OhR3 '. ________________ 1 A 1 a2X6MILVAFORBMPoER PYEAT ' ]-XEW OXWW 4 0.CA mFD`ALIm BASC b RCA COMPACRO BASE !PSA-ME' TGYPSUN BOARDON r. j .PIIQISUBro RiONf ALLwAL15 AVDCFWX60F GNNGE b •�:\`: +:E":'/ 4 4'x'POSTANCHORED t 4 Cx PDSTA HORED - B B TNT, v T4' x 3fi'FfG.BELOW E TA'0 36'FTG. ELOW G DE - AN 4'S ABOVE GRADE AND'£ABO EGRADE - £ � RDOFEs R0.'F RAFTWSI' IxEwlmxL mxd d r3 ,zs ,ra W/B',lfi'mNG FDOiI G � m iO ]0F b Zr-0• i �j� A 16'dxld GARAGE DDDR '� II , I I I - ' ]-13Jra1l lYLNDR L---------------------------DROPvmTmlmAnpiwml---------------' 2'-10;' L 13S r-1 D}' L 3r tr-0' 3r r3 SP 1r1r SS 2A' 3d ]rP r4T Go C, I ¢=1 I PROPOSED FIRST FLOOR PLAN <o J w PROPOSED FIRST FLOOR PLAN a IN IN � L4'•T 0' �4.1,.D, �w � NOTES: WINDOW&DOOR SCHEDULE 1 ST FLOOR LIGHT&VENTILATION REQUIREMENTS 1ST FLOOR L=YAnINR FmiWG5,FmNGTONWAds.A4o9Ud1DTHEq WOFRAS NAY HXEfESSAR/TOMMPMASSxPNN ONTHE MNDOW OUWTITY ROUGH OPENING aFAR OPEN Rmu NAPE El LGxr ex vEN11unW <x I L) 1/TARON'aLWI1N DRAWINGSALL1RFXdRSFORFaonxGS,FouNWnD65,flC51W1 ReMAFM6f.REONRm sv PRavmm sFNEawgm ac vRonpm xEwmrbTwcrox NOTE U 3•,3-F1/4-PUKRWASIFR x UFIEL,Sa1DAN0UNDtsW =DNS 305} R 3-]III,S-1)R• MW.31. EGRESS IMNG.dNWG.GTCXEN 44I.)51, 39.0 S.F. 56165F. 19.SS.F. }6.NSF Z >Du } 3-]V1,5-Al2' ]l1/1a16 v! BAIN.SAfE1YGlA55 BEDROOM 1217 U. ,pa SF. ]IDiSF. SOSF. ,]m aF. -------- ,MECHANx:AI SYSTEM SxAIt BE WSfALLm WACCORDANCE W 2 imNOAnaISANDiaD1WGs3iffDFWiBW61YG ONVOxA,Sm.AI mu RMNPYm =HCMAPTEN51}]10FTHERE90EN16LLCCOEOFNELVYONI _ T,6'SLLPIATE MIWMUx BFARWG BEAIUXGSORCIPACROi 0.10NE roNPEASpIARE 36)'_ , 3.10W,]'-4]Ifi' 1,M1,1611r XRCXEN BEDROOM 1}4)SF. 1p.O6S. ]I.O65F. SO S.F. 12mSF. STATE m mNCRE1EWALL CONSTRUCTION NOTES: FDPfWRNAYWWUNd3d D]YFA GO 4 ]•05'B'F 3-01]r 1s"rXI41113 ATDC YASfER BEDROOM 164.65.F. 133EF. HO65F. .fi65F 1•.D35.F. 2 ELECfRCAI SYSTEM SWILL SE WSTAUED IN ACCORDANCE (� W � F -HAIIIE1ESXNLBF 3,Sm PSL ]066 1 3lxBP LMNG ROOM D:wc IRJCWRE WTXI.XAPTEi25]3u0Fn1ERE9COENfNI COOEOFNEWYORN Z Of J O 4.WXEREMEWALLS AREPoURm10GRADE.AND DAVPmJFFD.iXE ]66x 1 =xM LAUNDRY BATH 40SF. ARNFlCA,u—ANO MECHANGALLYVFM CCCE SPATE. J O a- Q N b ALLIWBEA THATmM6WLdlTACTWnI CONTRACIOflsNALLBACARLLAGAP6fTNFN W,IH CLAN ONTILC4flF ]6W A Nx6P MMOCY.Mm MATTER 9ATX 61.15F. ARnFILTALUGNTAW)MmxANN YVENTm SY CODE 3EIIERIOq WNDOW56GLA65mOR55MALL BEWSTAILC IN 11J Q U- ®mNCRETESLLLIBEACO LDMREA sNALLBE TAROIrodRAadslLpWtmroPREYEM CAYER6.BACIIFlLL pW 6 N'xW QO LEGEND ACCORDANCE YMHSE0110x Pfi1]6ALLGLALxG SwW CAMRY 0 TO BE FIRE DFWmD,TR0.41,ETL }DSL }I'xRP Oil, WnFSECnONG ANI ®3u'OWSUBFLOORGLUEDANONALEO S 1NE EIIFAGRSURFAa OFALLEWNDAnON WALLA 5RI11 6CFIUNG KNISHES SHALL BEINACmROANCEWR115ECTIR! W 2� O 1/TABi/d•D.LYATH AS PER MANUFACTURERSTECFCWT10NS RELONGRIDF RIaPF$IABMVsISxul BE DAMPROOFED 16 GARAGE t 3s•xm• FOVEA DOOR WSOElIGH15 WDIfA16lOCADd1vSHFAR WALLNOLDOPNN I-HMOWSGIATC.3 AND BEINACCOU.COVENGSSNn0NR116 d' S d6TEXIDR WALLmVERDlS5XAL10E MSfALLmINACd1ROWCE W O Z II ' 60W SL 1 ]r%96• UUFRIRYISfNRS BY'SINPSON'ORAPPROF'm EERNLSF[S1EFT 63] WWN SECTION RIp}.]AND ExiE0.10R WALLmYERWGSSHALL BE Z = r ar,,l/l PIA1EWABHEA WRNN6 Ell511C GGALTARWS St FPRWlNG0f111MDVmR (O L� ' p�plp—ENT All WWmA55NALL BEANCFRSEN4m SHDES Iro BEINSTALIm AR PER RYS CODE) INSdLIm MACCORWNCEVATX SECTION R]011 ❑ N b , 6RWBWGEl SHAM BEW5fALLm WACCNaANCE W W —�I4 a Nl G0NCNETEFOOIWGSI UPRGYOm WTMn1x5RIXF. NL RDANCEW/I B=REREDWIMIGl0I Fp lL �•INOGTES EMERGENCY ESCAPE OPENING 0.5 PER R1,p.1, ACCOgDAXCEW MAVfIFRCNflEASPEdFlGDONS wf1HCMAPTER553}pF THE RESIDFHiNLCmEO`NFN PORN 0 ❑ ,-0 F. .YW.rEJM—TMOCDNGREIE r.ALLCGmE1E5NALL BFAW IXIRNMm IDTAIAIRmXTENII 6L%IOROESIGNPRE55URETOBEGREATERTHENMIEF 6TATE Wx110GT �D'SmARE Y0.91ERSAN0B101M SdW 40LDmYM LDINEGIGNNpiE U LL F Q PFMFNTBYVDWNq SMALL NDI of lES5TWW 5PEACENTOR NOW sNYLMECfSGN PRESSURE TO BE GREATER THEN 50 PSF A.S PER iA&E R3Dt]0) 1.M9AAlI WOKE I NAVEAPED INDEX OF NOT GREATER THAN 450 IN TWW n THIS WNOOW MUST BE TEMPERED SAfEiY GUSS @DDPMIR91PMl01idnatiGx xWDx ASNOIG-OEYEIOPm INDEII OFNOTGRFATERTWW 15pM }ANdOR ND1EDNEAEW AW N01 TORE USm FOR iHANi PERCENT. %ANARE CWWEaNG dINM1IPR a 2'DR RFPLKED xYNd000YN5im SHGWYALLS O pS pER SECTION Ram OF Nr50C aERSTF P ACCCRDANCEVATNSECVMR316 I�d u a a H O d MUkZMMTCd6W0aNTACT"=CRETESINLL BF ALGWNBE0. 1'd 6'd NAI J.,-INdpR Fali Gi00El0GIm6ETMExlMN. -NOIDmNI66HPN1m FpW1-N 61HEFIRE-PIACEANptlBYNEYSNALL BECCNSTRmTEDWACmRD4NCE - i0,1'W.iFRDYDIDS0Rm11Nd9 TP MC-E. ATLEASTIDLA-EWTH=5IR112NDPRUBNABLESPACEFORENERGENCY P,AN CON. FLINGF 51 ilmR LNUONESC YER OFTMERETENMLCWECFNEW INAC AIE OWG NO I[Ol Bl0C,T0 BEi¢,EDmIIDBANOIDR WPS ESCAPE IN. ENIANCEWTH}1-15IAAPRMTINGdrtN]SIIDPIENENTAL io SECGN0Fl00R 9WNM oNu MUST BEVENIEDTOTHEIXTERIOR INALCOxDANCE ANCHOR BOLT SPECIFICATION MG-0 EC R],DNW GPEwNcaf 5]sa EE LSDso FEE cRAOE EVE W ENGw of W xsmnoNM+sm 2 TO SILL 6LE55 THAN 4l OR LES.'TWMINIWNNEi HEIGHT}4'ANp MMIANM NET WDTH ID IN ALL FRAIIm WALLS.FlOaiS AND ROGKEIdNGSmlIPW51NG ELEMENTS OF}SI'1 OPEMTAN WANEmfOR TOOLS)COTTON OF OPEN WG @ 44'MAXIMUM A F F OF iXE BNLDING THERMAL ENVROPE A NdSNREVAPOR RETARDER SHALL R811.16itlNMmNAM1NRAGE }ALLW,NOONS MUST HAVEALLVALGEOf.350R LE55 BEU15TAlIE0ax 1HE WARWKWNfm51DE OFTHEINSULAnC,WACCOROANCE Y4TX SECfroN RJ16 I L PROVIDELSSU.ASgTNANGER x A ®RIDGEroEACM RDOFPAFTEA a , TYPILAI�NEW CCN5IRLCTIQN w•.%a1GAINELALV SIMPTrPNALSLOHG ________________________________ ROOF RAFiFA I (I)BE NAILS I ___---_____________] i EAGX ENO a ROOFPAFTER 3 ROOF RMERS(SFEPLWI VAR,ES t?ESiENCA GARDE FL WAOD SHEAn9NG i AiS IiII �bsaF rxb`uwm WEC SAPxxxEauattaNEsFw assFnurox o®EsLrsm]molsGuvLcorm xw �lAi`3ro�e� CATHEDRAL ATHEDRAL CEILING •OAWXOV Roon¢pmr PROPosFo nrx.w=? ASPNAIT SX WGLEPSA LIiqrSR mSW sEGuLEuCOTTTENDxS B(LYS=EKGEWPPWUUFERWIN.I) ISnNroBEGFO8 mnrm WPo TP N1m2 p 313/4'APlVNE FLAFiI IrSmUrF ATT ---- -d1 ' a\ , i RI T AnICAGERS BALXFD W/R611LWIflli ` i ~�a �E 919 BATTWALLII♦SUUn(EY AIOGE WOLE SWMINUgI550FFlt VENT 0 8 A30EARMELLPMFAIX9UlRI0N PROADE AOiSFALINGA.RAmD 9YPSOYSLXONGnE NO \� L__.a i mCELL ULRIMnONTO BEVPO160 Br ®,Sbc(FALHSIDEI 1 i RTINLrYERi .'xe �� PSTALLAnOX NDVEMIXG I , I I , ANG ROOFRAFIEA ' RDOFP � _ ________ ___________ __ O�y �T __may_ _____ _ Ste_________ ,( I , ir I ,� 2. OPENWGAVDCIFAq UxO u - 2+r i i I I SERALF9PALE0.R FER lo R o _ R , 0 4TIILALCE4 flACAFO W/P61UD1 ___ `itCESR OPENWG CGVFO ro I rm 9MG(ASSElELr®ar ONNc� _ , xa AS PFA 30301ECL MM14�ATEABO! .iROTYIXOUILDi �WRARV tj b z t?EIIERIORGRADE PLY110Wm GG i m uml ],?SATTW9NU R•,SO htP Goc h,PW,6'm IGYBUY BOARD i �I i y. I ' I'•¢ 1.¢ ' AT11P01Cx RUN&0 i i ROOFM 5 A' AOOFPMFAS , ' — ROOFROOF M�FTFRS SINPSON TR—E FTA®IGa OR a7 I , ' ¢ I I tld'•A GAUGE G1LV.SfRAPPWG,IN�/Iy M ' EATENOEn 1P BEARING FR WI FLODR I I m ' - j RtAYING UCx OWEGR61®PALM SND I ___________________________________________________ I I SEAL _ C C 3h PTOPPIATE A!a,P�ISac RL h iPWlfi'ac � I / I ���•�`��� 'ROOF'I WRuiS - ROOF RAFTERS I, i J i I I ' i LI'SUB FLOORGWEDANp HARM ' �______________________________________________________________J Fl00R AASI`+(SEEPLANI '-� ' I �Ix flAitINEUUTNJN(SEEPUNI � I a};_ 'SIYPFON•CLTLIBCWL TRAP OR � I � V 11N'AD]WUGEGALV.STRAFPWG, I I1 '� - TRAP EACH SNO PYIN BELRING I' I ��_ - / 1. .WRAP TRAPUND6t9LL�EACX SRN � •• ' PROPOSED ROOF PLAN vd•.1•-P hcPT S rc ANLH0.R BDI.TS(REFFFTOPLANB Y Y FOR SIE AND GPACING) I .10 O� . 91L SEALER I I / ' TERYnESHIELn / m w 3 �� as REBARIt?Dwt � � �L�J-I � �' THEEsrmgx wtarALEDFULwuNOAnoxwuls x¢G•vGRAG=_ i m o �'a i - . . ._' � '., IEALT SUBAREELFSRAINGM 11.. WRHANEU m , LDAITAR BASE.SEIFPRIYIrvG B,iUNINOUSPUSTCCFHFM 8'PWREO CONCRETE -- W fQIN0An0NWALL �EYPAN90NJgNi i (J W t61S0Pco PWRED CCNLRETE fLORHG SIP ❑ w II I Z of Jig p 'Lw� ❑ J �I N a EL F]REBAR(t?DIAL 0 O7 J'CWILitE'fEGUB GN YNOIGRIg0ro6AT ❑ W 0 O K (� W ❑ Z Iw II Z z cl ❑ n m TYPICAL WALL SECTION o c s Gm ¢ ❑ �.lo�wz 1'3/J'•V. N zl DwG No � 3 12 06 D Q-9 ------------- ---------------- 4-1-11------------------------------------- rw - --------------------- KITCHEN DINING ROOM MASTER IT ------- BEDROOM 4 P CRAWLSPACE BEDROOM m bl -------------------- a.. AM 1. - p STEI t BATH MUD 2 CRAWLSPACE L j LJ a:.. ----------------------------------------- LIVING ROOM All ----------------------------- ------- NDRY VAT Ir-------- -- T;: "'Mra., ­_ BEDROOM Lf i uu PROPOSED FRONT P,IRCH tx a- UNEXCAVATED TWO CAR GARAGE n.L —------------ l hil DWRED 4\ POST M>IOREDO� 11 '1,�ITT TTG SDLO�'.IDE NFTG,aaowG AN m gum ol gum 0 ----------------- ----------------------------- L—— ——————————: -------------- PROPOSED FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN NOTES: WINDOW&DOOR SCHEDULE IST FLOOR LIGHT&VENTILATION REQUIREMENTS IST FLOOR Di NOTE' E.— CONSTRUCTION NOTES: ear T.X;:.l fE_ IT, 1—TTITMETIT.—ITT. mtl­T­ _m_xw 0 <2> w: M o z 1==II­IIIlRT­ ol L To ­T.TE­­T­... pk ANCHOR BOLT SPECIFICATION ITT— T­..­­T­1­­ yj 2 p�m10F�iW�MiwnfA ,mcNpAm mvSIRL<iIPV fKNPpJFw,FR I --------------------------- I � I vua CATHEDRAL CEILING ' moRrwfnfRe I Fc rroisia�i^__ I r.vr.9rfnpocf R r.9v.•,usnwms ' ___ ---_--'N�—\\ owinnum s 6 WeTlr.QTQPAPE r". I ,JJ.� emla9m J� � va,uunmxom,mw w� I 6b� R _- my Yam'°. - --- --------- --------- I p _ „ ew»Re.Aowfwww I ; i " R' uR.xt vvxunn n9 \� __. `W.ssw9xxecW / I o .ncArm9eLwnw,wiu x ...... nn6io,wUs9ElfnFoeYPMFPI �� �'1 a�orx,�fu r"s°"•a D ,rrfnfwwaaef oma�R� — �8 m-v,aRs d' 9wrsov9iw.wiE / ro.v.9,Runx4 a i f. fs,paFo,>•Bum'c FRd,ftom , I fxxnnc[rw o,at,mpf�o,9w aum � Rm R.n�G I i I m� ' 9R•mefempemwnx..m _, ' fmR.asn,�F9u,� PROPOSED ROOF PLAN "f srd.wra.ncvw•<f,sfm,m �1. .:��GI�Ti�r' o c ..,�n 7 0 a Ja x mouesuaw o � � q ¢ m - o z - � m TYPICAL WALL SECTION a w m vwsa owe. —e 312 i GENERAL NOTES NEW DWL: LLI VLM GENERAL: IN 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING DEPARTMENT. r 0 r 0 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL COODE OF NEW YORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CODES 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE U R ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE u Rr' E E THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOWTHIS PROCEDURE AND NA CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY MECHANICAL CODE NOTE: ARISING THEREFROM. ; 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLAINS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETIOM AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 1610 PARADISE SHORE ROAD 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRtODUCED OR USED IN ANY WAY SOUTHOLD , NEWYOR(�WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEEHN DESIGN GROUP LLC. APP VED AS NOTED 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPEERVISION OF WORK AND ENERGY CODE NOTE: IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL DA - B P# 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT THESE PLANS AND/OR SPECIFICATIONS ARE IN FEE 6BY. COMPLY WITH ALL O OF BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INISPECTIONS. 1 NOTIFY BUILDING DEPARTMENT AT NEW YORK K STATE & TOW CODES 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GEENERAL REQUIREMENTS OF COMPLIANCE WITH: 1 TITLE SHEET & PLOT PLAN 631-765-1802 8AM TO 4PM FOR THE AS REQUIRED AND CONDITIONS 7F ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEWYORK STATE ALL INSPECTIONS: THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATTIONS/REQUIREMENTS FOUNDATION PLAN FIRST FLOOR PLAN 1. FOUNDATION-TWO REQUIRED "J { 2 ' FOR POURED CONCRETE $ I i,;i INN I ,� I , ,r� „�a EO RD TO BE FOLLOWED. NOTE 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE:DURING CONSTRUCTION 2. ROUGH-FRAMING&PLUfv B!`J 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. WALL SECTI0N 3. INSULATION $ � � ��� �uw���, � tEES THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. RO0F PLAN13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 34. FINAL-CONSTRUCTION MUST O. 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE VMTH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. BE COMPLETE FOR C. E WITH SECTION R316. 4 SECTIONS & RISER DIAGRAM ALL CONSTRUCTION SHALL MEET THE SHALL BE IN ACCCORDANC 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE iTH SECTION R702 AND NOTE: REQUIREMENTS OF THE CODES OF NEW ►M YORK STATE. NOT RESPONSIBLE FOR EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE VwITH SECTION R703 ELEVATIONS 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020(RESIDENTIAL CODE :L ALL DIMENSIONS AND WORK QUANTITIES SHALL 5DESIGN OR CONSTRUC COid ERRORS 0 C C U PA N CY OR BE VARIFIED IN THE FIELD BY THE CONTRACTOR, USE IS UNLAWFUL MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH:23, AND RECEIVED DISCREPANCIES SHALL BE � PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHi NOTES & DE TAILS APTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT. V ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE WITHOUT CERTIFi Tf 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY � r �.'��"'"�`R'�,�� P(J�jQ� Z CARPENTRY: FOR PROPER CONSTRUCTION OF ANY PART OFTHISWORK E N E RGY S EALI N G DETAILS RETAIN' �t .,..: ` OF OCCUPANCY HALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. PlJRSLIANT � CH�FTER 236 0 1. ALL LUMBERS ( 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED �I:�H s .'ti CUBE. O 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILLL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 8 PLAN W 2-2"x 6" U.O.N. BUILDINGS. BRACED WALL Z) W U) 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. `S 20 �1 _ 9 20" W 90.00' ° "'`yfBN,C. z `� 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS., (U.O.N.) NOTES & DETAILS - - _ _ - _ __ ..,, _ _ALL PLU?JIBIPIG 1►VA,G'�!E � � 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) , � � � � N R N 1 LL+ , .. A WATER LINES E � 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINiMUIM OF 4"BEA I G. 1 O T `��"JG 81EFUa'��CUV'I+Ftll�fNOTES & DETAILS 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENIERGY STATEMENT W/ I I SEAL MODELS NUMBERS ON PLANS. , 9. PROVIDE ATLEAST 1 WINDOW OR DOOR IN EACH HABITlABLE SPACE FOR EMERGENCY NOTES & DETAILS _ , i ARE D ARC ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE EUILDING CODE SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @(GRADE LEVEL WHEN GRADE 1 �_ I U �-o�o "''Z J�� N K T TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGFHT 24"AND MINIMUM NET WIDTH 1 2 NOTES & DETAILS � , � I M PLUP.�BER CERTIFICATION ����,��,��: OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPPENING @ 44"MAXIMUM A.F.F. i i ON LEAD CONTENT BEFOREr ' o 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. CERTIFICATE OF OCCUPANC ALL GLAZING SHALL COMPLY WITH SECTION R308. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 , SOLDER USED IN WATER 9 - 9 ,� - O 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE PLAT. PROP. SUPPLY SYSTEM CANNOT T F OF N Ew y INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING EXCEED Z110 OF 1% LEAD. ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 22.8' I , 51.3' 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDAMCE WITH SECTION R905.2. ELECTRICAL: + 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE PROPOSEDI ELECTRICAL NFPA 70 LLNEWLATIONAL INSTALLED LCODE DWELLING co GEOGRAPHIC TABLE DESIGN REQUIRMENTS 1 STORY INSPECTION REQUIRED 2020 NYS UNIFORM CODE I "' o 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION THE PROJECT IS WITHIN A HURRICANE PRONE REGION,CLIMATE ZONE 4A � 17.0' � I ao w OF WORK 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 3443 - PROPOSED co = 23.5' 12.3' COVERED PORCH �Ii�at ���+�!II �I'e E ��. �:� 0? U AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I 2 to 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. ` i ALL SMOKE DETECTORS SHALL BE INTERCONNECTED ANID HARD WIRED. 1 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN W 22.0' 15' Q WINTER ICE SHIELD FLOOD ANNUAL - I W O GROUND I FREEZING - DO.NOT,PRO(C. ED WITH o 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE(OF HANDLING THE IMPOSED LOADS OF d DESIGN DESIGN UNDERLAYMENT HAZARD TEMP O o PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SNOW LOAD SPEED RAP OG SPECIAL L BORNE-BORNE CATEGORY °WEATHERING, FROST LINE TEMP INDEX d i �r 'FRAWNG ONTIL SURVEY.. Q DEBRIS DEPTH TERMITE REQUIRED oo , } ' - OF`FOUNDATION LOCATION. 0 FOUNDATIONS, CONCRETE AND MASONARY': MPH EFFECTS k REGION Nt o Q ' � HAS BEEN AIPPROVED. 20 PSF 130vult NO NO FROM THE COAST I MILE B SEVERE 3 FEET HEAD, 15° YES INSERT FLOOD 599 51° m I LO W> rn W 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. BOF ZONE OR N/A CD i � I � _ O O O 0 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. C/) v i w > � I Q Must provide Manuals U) Z z 3. FOOTINGS TO REST A MIN T-O"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO I ¢ I 1 CO D, J and S as per Q o ; u i (1'RISEMAx) CONCRETE SIZE MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS ; Q NYS Enerr Code a o 0 of 0 i d = _ 4. WALLS 0 BE POURED ALTITUDE INDOOR DESIGN o 0 1 PLANS. (U.O.N.) WINTER SUMMER HEATINQG TEMPERATURE __ __ __ _ __ __ _ __� LO 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION'WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE o �T 0 L CO FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DDIFFERENCE N 19 06 50 E 90.00 Blower' door 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. and dllC;tWOrIC 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 40°N 15°F 85°F 1.00 68°F 75°F 53°F PARADISE SHORES ROAD W ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ testing required. z SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMIMER HUMIDITY 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING 0 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. All exterior lighting 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 10°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 45-55% 32(GR @ 50%RH installed,reiplaced or CD W U z M 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH sha'p conform z W J m O MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. /� repaired -1 < J N 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IIN PLANS. PLOT PLAN to Chapter 172 W Q 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND of the Town Code W O 0 - IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA i/4"=1'-D" o W o EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BROCK LEDGE OR RELIEVING ANGLE W O W/WEEP HOLES @ 4'-0' O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. MEAN LOT AREA=12,665.2 S.F. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR W 0 Z w II 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND (FREEZING ANNUAL PROPOSED DWELLING=1,425.8 S.F. Z = J DESIGN DESIGN UNDERLAYMENT HAZARD TEMP PROPOSED GARAGE 486.3 S.F. C7 FROM CODE LIMITS. SING TO 2"ABOVE FINISHED GRADE,UNLESS VNET SITE CONDITIONS EXCEED SNOW LOAD SPEED° RAPHIC SPECIAL BORNE-BORNE CATEGORY °WEATHERING FROST LINE TERMITE TEMP REQUIRED INDEX PROPOSED COVERED PORCH=85 S.F. O v MPH EFFECTS k REGION DEBRIS DEPTH W W W � 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. (n U) 1 MILE B 3 FEET MODERATE SEE YES NO 599 51" PLUMBING, MECHANICAL, FUEL GAS,A/C: 20 PSF 130vu1t NO NO FROM THE COAST SEVERE gOF TO HEAVY BELOW c~i w Z M F- 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL COIDE OF NEW YORK STATE2020 I.M.0 -' 0 w, 9 m = w N AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. W _, Q W W f- th 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H..S.REQUIREMENTS. WINTER DESIGN TEMP: ° v m Q o >u7 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NE WYORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F,DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) 1 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEMULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THiROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF[HANDLING THE IMPOSED LOADS OF 12 PROPOSED ADDITION: IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. I 51'-4" 51'-4" ' A 6'-2" 11'-0" 10'-01, 11'-10" 9'-4" 3,_0„ 4 6„ 7,_0„ 6„ 8, 0„ 4"x 4'POST ANCHORED ON 14"0 x 36"FTG.BELOW GRADE B (fill AND 4"-6'ABOVE GRADE 3'-0" B A 4 co m 2"X 10"LEDGER BOARD LAG BOLTED 4 4 x 10"PT GIRDER TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. _ 8"X 6"VENT c I AS PER TABLE 507.2 8"X 16" NT 0 ---_-INST LLED AS PER iv INSTALLE AS PER r' ---- ---- ------------- - �_ R4D 1 ------------- ---- --- ---- -----------------------------------------------------------a- ---------- 2 0 L NEW305 DHWIN. & .1 -, NEW 6 68 SLIDER NEW 36 2 DH WIN NEW 305 DH WIN i ° °-� e" ------------------------------------------- -------------- ----,% ' 2-2 x 12 HDR. 2-2 x 12 HDR. I I 2- FfC i 2-2"x 10"HDR. 2-2"x 10"HD . I ---------------------- --- - TERflt13RA£tN6------- ------------- I a: � Of� � � � �i TOP&BOTTOM i � 1 a 9 RIGID SUL. W RIGID INSUL I I W RI 1 r- ------- / W/RIGID INSUL. W/RIGID INSU `' a i n , I SEE DETAILS A,B,C SHEET#11' NEW 8"CONC.FOUNDATION WALL I ' ¢ `� 19'-0' ' ' ' i 4'-8" Z o I I 50'-0" W/8"x 16"CONC.FOOTING o i 1 r_________-_1-- _ T ---------- �' Q „'-4" KITCHEN 1 N 2068 I x i x I i z CATHEDRAL CEILING i 1 n I Z N I o co o co o o o DINING ROOM 3'_6" 0'0 1 CL MASTER � c M o o BEDROOM o 1 I U 2"x 12"@ 16"oc " `n I co w a_ I I ' -I-- CRAWL SPACE w w 1 I o o w 1= t FLOOR JOISTS r- _ N a✓ N 1 CATHEDRAL CEILING O 1O , 1 o �oLE t i ' NEW 8"x 16"CONC.PIER W/ o o V o 1 , 9 CEILING HT. _ Z _ w w r� r� 1-- L_ _______ 1 BEDROOM � � 1 -� x o 18"MINIMUM HT. N N o i I _ o o x o i i i i i i o i i iO'TRAY CEILING "' o �►-i-24"x 24"x 12"CONC.FOOTING N U- a , co x w x o 1 1 o I 2 CONC SLAB , I N I L_ t J R I , iv I xw x0 1 ' 1Q aD I I 1 I I I r------- t ELEC. O IS.D, l a N W II W II II W I I I � I I co L-------------------------- J I 1 a , 1„ ,_ 1n ,_ u I C.M. F „ N ,� I .. 1 1 f- I I I I J REF: 1 I ` I 1 � .yN 111-4 <, 8-8 8'-8 -- -- 7-1z 7 1� 7 12 I �p �QDET. O I I I I I I O ` ELEC. N S.D. x I ' 1� 68 m I I m 1 1 I I m R I ,. N `- I N 0 1 I I 1 I 11 � 4 X 4 , , C.M. N I I _ ■ in = aL 1 I CC LL I I 1 1 = V pposi I I ©• 1 _� , I _ 4 X 4 x�1 rn r-. u I I r, 1 F aL x yr N o POST >�- �'W 1 1 W 1 1 , , [r W J O DET. 2 68 POCKET 1 W W 01 1 W ?1 ,_ " , , W O J,�,,, I _ �O� ---- 3' 0" 5'-10" ' 1 1 3-2"x12"GIRDER ' ' 3-2"x12"GIRDER i dam. -2"x12"GIRDER ' ' 3-2"x 12"GIRDER ' ' -2"x12"GIR ER I ' a1 ' a a I I 1 1 a �o - PANTRY Y NEW 16'"x 16"CONC.PIER W i------------ ----T- - --------- - --- 1 -+u� - +- - _ _ �---------�- --- I - - - - - ' \ I r ti _, aL a I I I I I I ti _� ELEC. U M.VENT j 30"x 30►"x 12"CONC.FOOTING L_ I ' ; 1 I t I I ' I ,41 I N a'�I + - - o Fr + f- - - - - H - R - 1 8'-0' 2068 w 1 t W pp 3 4"x 14"LVL RIh E W _x c.M. 4 X 4 M.VENT 1 n � _J I I L_ __J L-- _J II v I a Z o g l I -1` / P p z {� 00 4 X 4 ' I c> p g Der. POST o MASTE 1 n " n R , I O l a R fl N -I I I I 1 1 ur- zo POST NEW 8 x 16 CONC.PIER W/ I fl, I NEW 8 x 16 CONC.PIER W/ , I _ ? z _ a M. NT 1 X�4 c i x I I =F I I 1 1 s � M o 4"X 4" 'v i ' o o 24"x 24-x 12"CONC.FOOTING ' 1 24"x 24'x 12'CONC.FOOTING I I �r z cs o 0 1- 9 r+W c>W I I c, W I I I I o w ,,,W I , ' I , . I c+> Q , I Q \I N m I I z I I 1 1 > m POST BATH M ' ' I N O r ------J I M �� ip L____y Q I I a l l I I `w a N 00 o 1 I c' 1 I I oo I t 1 I 0c cn 9 CEILING HT cr I 1 ( 0 0 o I ,• ' Q� x I I Xp I I I I xo N I 0 W " o co o v� I ( a ) a a v x NEW 16 x 66 CONC.PIER W/ _ _ E- _ ' 1 �,j./ 3'-0" `"o i i `„ ,� I 1 1 1 �, W 'L' " N I 30"x 78"x 12"CONC.FOOTING co `� `t ' w p 11 1 1 p MUD = ►- _ 2 x O J 16"oc _ , - CRAWL SPACE N N _ _ ____ 1 d \1 I \ t l I I \ z Z ' I FLOOR JOISTS �'� � o o ' ►+-"' soC Z i i z i i z 3 9'CEILING HT. m o = LAUNDR t i r i 18"MINIMUM HT. x 0 - x o 21'_8" x o i Tw -+ G' p�� DET, l i i i i i F` 9'CEILING HT. I 1 I R N U- -1 = '- Fv 'L ii 1 1 11 I I o co „ o- z s 1 I I I 2 CONC SLAB c) 1 `�F ao - 1 1 6'-2" 8-8 r,o cs ' I L_ r _J ' z_o c� LJ I I I I m wIr x� z I c p ~ Li Li ri d N I - - �Q ELEC. _ =a: M Q "� ' I 1' S.D. 00 � U- 00 RIDGE c 3 Act - Ito " " w r--------------------------------------------- ------- ----� C.M. LIVING R00 Go NEW 8 x<16 CONC.PIER W/ I p 1 co m 0 � 0 � �DET. N x p M x 0 cm r>v> POST s �, � O t i 24"x 24'"x 12"CONC.FOOTING ' p. p ' a.. I J d _ O H cV N O t ,J Ta w �o cn CATHEDRAL CEILING o✓ c? H 1 --------------- - laIR) O in p ' I z co = LATERAL BRACING N t ' NEW 8"CONC.FOUNDATION WALL ' i o z 17'-0" ND RY '� C ACCFS i c cn N I R 1 x x =' BEDROOM I 1 30 : acn 'v I W/S x 16 CONC.FOOTING I a o a w t I a co U) c TOP&BOTTOM I 1 , I p N w N v INSTALL FIBERGLASS I I v z SEE DETAILS A,B,C SHEET#11 ' 1 I I 0 9'CEILING HT. 2-2"x 10"HDR. 2-2"x 10.HDR. PAN FOR WASHER& ---------- o ' I I 1 - NEW DIRECT VENT PROPANE F BOILER c) ' r __.`_______________________ __ _ I I ,io 4"X 4' W/RIGID INSUL W/RIGID INSUL DRYER. �' cal ' .. 1 ^ 1 ' 1 W VIP _P_Q� VENT DRYER TO EXTERIOR R C U z a I • t 2"x;12 @ 16"oc ^ I ,: :° , I a '£3 3J�^z33�)S"TCIC-nun. - N AS PER M1502 - 5/8"TYPE"XEXTERIOR FIRE BOARD E VENTED TO 0 "'o I ' ' r --�"1f10"tE�G1RB0AROtBOtT€B- --- 1 i I o POSI " „ ^ NEW 3052 H WIN. NEW 305 DH WI A 2"x 12"@ 16"oc CEILING ABOVE BOILER >� I 1 FLOOR JOISTS I i " I x 12 16"oc 2 x 12 @ 16 oc n 1 TO DWELLING W/1/2 LAG BOLTS @ 34 O.C. ' ' 1 I p HEAT CEILING JOISTS I 1- ►- I * I 1 R OF FTERS ROOF RAFTERS DETECTOR cn o , 1 o AS PER TABLE 1 1 1 FRONT PORCH SEAL x�, t , _ o o , , PROPOSED i 1 2^x 10" 16"oc Co 1 I 00 eo , , I /I @ o PROPOSED �' -' I I U N EXCAVATE D I ' CEILING JOISTS x xr DECKING AS SELECTD BY OWNER �t�RE D A RCy ' I i a ' " '� w i i ' i 2-2 z 12 HDR. 4 X 4 N ' N VINYL SOFFIT MATE IAL ON COLIN TWO CAR GARAGE y R ■ „ " M ' ------ - ' -2 x PT 10 GIR -------- ' ' I „ �J ' ,"------� --"-'� i I - 4"THICK POURED CONCRETE SLAB WITH 1 W RIGID INSUL. POST ---- ---- - -13/4"x 1 7/8"LVL HD . - 4 THICK POURED CONCRETE SLAB WITH A. .- ' ' t ' - -- - - -- '-- 4"X 4R 6"x 6"x 14 x 1.4 WWM REINFORCING 1 o I 6"z 6"x 1.4 x 1.4 WWM REINFORCING �. L--------------___.______-__-______ -i __ 1 1 OVER 6 MIL VAPOR BARRIER OVER 3" i i 2-NEW 052 DH WIN. POST OVER 6 MIL VAPOR BARRIER OVER 3" R.C.A.COMPACTED BASE. t R.C.A.COMPACTED BASE. j i 4 0 • ' -5/8"TYPE"X"GYPSUM BOARD ON =T , 4 PITCH SLAB TO FRONT N - A _ q c O • , ALL WALLS AND CEILING OF GARAGE N l A tj> 4"x " POST ANCHORED _° ; 4 o F O F J to E� zo 4 x 4 POST ANCHORED N 14" x 36" FTG. BELOW G DE 1 I ' i B 14"M 36"FTG. BELOW G DE 2"x 12" c 16"oc_ 2"x 12" 16"oc AN 4"-6"ABOVE GRADE i AND "-6"ABM E GRADE _ ROOF RAFTERS t ' = ROOF RAFTERS o „ 5,_�„ 5'_gT" j j e. I o N R R M 5-5 z z i a , I M o x �x12 @16 oc n 3 N CEILING JOISTS Pr 1 1 NEW 8"CONC.FOUNDATION WALL 1 5 g" 11'-3" z c'' 12?'-4" 17'-0" 1 ' W/8"x 16"CONC.FOOT( G 1 I I j I 20'-8" I ; i M w Y 1 , 211-4" oo W I I I I 001 2 4 � � A i i t ----------------------------------------------- ----� i 16'-0"X 8'-0"GARAGE DOOR aco • i 2-13/4"x 14"LVL HDR. L-----------------------------DROPPED-FOUNDAT101MALt---------------'' 6'-2" 6'-2" 2'-9" 6'-0" 5'-6" 2'-9" 3'-0" 16'-0" 3'-0" Q 2'-102 16'-3" 2-102" 12'-4" 17'-0" 22'-0" w Ir Y 22'-0" � W 51'-4" CD O O O w w ci w to Ofz PROPOSED FIRRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN w o J 0 � o Qo 1/4"=1'-0" 1/4"-i'-0" o F=- Z) U)i 8 Z) I` >- CONCRETE WALL NOTES: WINDOW & DOOR SCHEDULE 1ST FLOOR LIGHT & VENTILATION REQUIREMENT'S 1ST FLOOR T- CO 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER ' WORK AS MAYBE NECESSARY TO THE DEPTHS AS SHOWN ON THE WINDOW QUANTITY ROUGH OPENING CLEAR OPEN ROOM NAME AREA LIGHT (8%) VENTILATION 4%u w 1/2"A.B.@ 48"O.C.WITH REMARKS ; . .,:,:., NOTE: z 3"x 3"x 1/4'PLATE WASHIER DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED NEW CONSTRUCTION HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. 3052 9 T-21/8"x 5'-4 7/8" 33 718"x 281/4" EGRESS LIVING,DINING,KITCHEN 487.7 S.F. 39.0 S.F. 56.48 S.F. 19.5 S.F. 28.24 S.F. 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE W r 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT 3052 2 3'-2 1/8"x 5'-4 7/8" 33 7/8"x 281/4" BATH,SAFETY GLASS BEDROOM 124.7 S.F. 10.0 S.F. 24.06 S.F. 5.0 S.F. 12.03 S.F. ------------- 1. TO BE REMOVED WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW WORK 0 -10 2"x 6"SILL PLATE MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE 3832 1 3'-101/8"x T-4 7/8" 41 7/8"x 161/4" KITCHEFN BEDROOM 124.7 S.F. 10.0 S.F. 24.06 S.F. 5.0 S.F. 12.03 S.F. STATE, CD 11 1 me CONCRETE WALL CONSTRUCTION NOTES. FOOT WITH A MINIMUM OF 3'-0"COVER. C13 4 2'-0 5/8"x 3'-01/2" 18 5116"x 14 7/16" ATTIC MASTER BEDROOM 164.8 S.F. 13.2 S.F. 24.06 S.F. 6.6 S.F. 12.03 S.F. 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 0 W o IXIST'G STRUCTURE WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW/YORK z w V z co 3. ALL CONCRETE SHALL BE 3,500 P.S.I. 3068 1 36"X 80" LIVING FROOM J m f. 4. WHERE THE WALLS ARE POURED TO GRADE AND DAMPROOFED, THE 2868 1 22"X 80" LAUNDRZY BATH 40 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE STATE. J Q � o N 4 - r 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLEDI IN --I Zo N ' CONCRETE SHALL BE A.C.Q.LUMBER ALL LUMBER THAT COMES IN . WITH SHALL CONTRACTOR BE TAKEN TO BRACE ILL AGAINST THEM WITH AS REQUIRED TO PREVENT LEAN EARTH.CARE CAVE CAVE-INS.BACKFILL 2668 4 30"X 80" BEDROCOM,MUD MASTER BATH 84.4 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE W LEGEND ACCORDANCE WITH SECTION R613&ALL GLAZING SHALL COMPLY O r ch r 2068 8 24"X 80" CLO WITH SECTION R308. � It 0 TO BE FREE OF WOOD,TRASH,ETC. 20 SL 2 24"X 80" MASTER BATH 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH(SECTION 0 W CO ® 3/4"OSB SUB FLOOR GLUED AND NAILED 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS 16'GARAGE 1 36"X 96" FOYER IDOOR W/SIDELIGHTS R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. � w C7 ' r 1/2"A.B.@ 48"O.C.WITH AS PER MANUFACTURER'S SPECFICIATIONS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED INDICATES LOCATION OF SHEAR WALL HOLD-DOWN 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE W 0 Q r 3"x 3"x 1/4"PLATE WASHER WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS 6068 SL 1 32"X 96" LAUNDRY/STAIRS ® BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#12 WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE z = z w I I 4 PLASTIC CEMENT. ALL WINDOWS SHALL BE ANDERSEN 400 SERIES (TO BE INSTALLED AS PER N.Y.S.CODE) INSTALLED IN ACCORDANCE WITH SECTION R703.4 p L) 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE W W ALL FASTENERS SHALL BE INSTALLED WITH STRICT WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW WORK M O7 - 0 =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.11.1 W 7 1.MIN.7"EMBEDMENT INTO CONCRETE ACCORDANCE W MANUFACTURER SPECIFICATIONS c N RIM JOIST w/3"SQUARE WASHERS AND END NUT SETUP 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF L) c> PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE FR301.2(2) HOLDDOWN CONNECTION NOTE 7.STATE. SHALL HAVE AFLAME-SPREAD INDEX OF NOT GREATER THAN v 8- g Iw- z M 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR THAN 7 PERCENT. _ -HOLDDOWNS SHOWN ON FOUNDATION 0 z _ = N THIS WINDOW MUST BE TEMPERED SAFETY GLASS 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN w OR REPLACED BY HOLD DOWNS FOR SHEARWALLS AS PER SECTION R308 OF NYS BC PLAN ARE CONNECTING FOUNDATION ACCORDANCE WITH SECTION R316 Q 0 W I- M 1'-0" 6'-0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A C.Q.LUMBER. TO FIRST FLOOR IL p- v Q P-- o T012'MAX.FROM ENDS OR CORNERS 1.PROVIDE ATLEAST 1 WINDOW OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY -HOLDDOWNS SHOWN ON FIRST FLOOR 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED INI ACCORDANCE ( ) ( PLAN ARE CONNECTING FIRST FLOOR WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORIK STATE. DWG NO 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. ESCAPE.IN CONFORMANCE WITH 2O15 I.R.0 2ND PRINTING&2017 SUPPLEMENTAL TO SECOND FLOOR 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE ANCHOR BOLT SPECIFICATION SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEIL WHEN GRADE WITH SECTION M1502 ^ TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MIINIMUM NET WIDTH 10.IN ALL FRAMED WALLS,FLOORS AND ROORCEILINGS COMIPRISING ELEMENTS ® 2 OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44'i'MAXIMUM A.F.F. OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL 12 R403.1.6 FOUNDATION ANCHORAGE 2.ALL WINDOWS MUST HAVE A U-VALUE OF.35 OR LESS. BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSUILATION IN ACCORDANCE WITH SECTION R318 PROVIDE LSSU28 JOIST HANGER @ RIDGE TO EACH ROOF RAFTER A TYPICAL @ NEW CONSTRUCTION g 4 4 1 1/4"x 20 GAUGE GALV. STRAP TYPICAL.20"LONG EACH ROOF RAFTER ---------------------------------------------------------------------------i (4)8dNAILS EACH END _____________ i EA.ROOF RAFTER Ir------------------------------ I I I I I 1 I I I I I 12 1 I t I i i ROOF RAFTERS(SEE PLAN) VARIES ° t 1/2"EXTERIOR GRADE PLYWOOD SHEATHING 1 #15 FELT t 1 ASPHALT SHINGLES(AS SELECTED BY OWNER) I coI CATHEDRAL CEILING " w " W " W ' U w I o 0 I I io l io u- I t t t � ¢ 1 u I "HOT-ROOF"NO VENTING i - i CEILING JOISTS(SEE PLAN) I I o 0 OPENING AND CLEAR UNOIBSTRUCTED x 0 I R-30 CLOSED CELL SPRAY X i x o x o i BATT INSULATION(SEE PLAN) N t FOAM INSULATION IN RAFTERS �' SERVICE SPACE AS PER M11305.1.2 I I 1 CLOSED CELL INSULATION TO BE VPC-HFO BY � I — I t t VICTORY POLYMERS. yyyw ACCESS OPl£NING CONFORMS TO NEW YORK STATE R807 t o AND M 140:1.2 t 1 z LPROPOSED 2-13/4"x 14"LVL RIDGE - o I 2-13/4"x 14"LVL RIDGE = o I FASCIA U I I io = Zo " -co I % I - - RII GE i �� i f IDGE `V c~i 0 RIDGE R-19 GATT WALL INSULATION RIDGE `V 0 RIDGE 3"CONTINUOUS SOFFIT VENT P T ATTIC ACCESS BACKED W/IINSULATION I I POST IV POST POST POST I / AS PER 2020 IECC t �� i i i &R-30 CLOSED CELL PROVIDE AIR SEALING AS REQ INSULATION i SIMPSON STRONG-TIE H2 I I I t I @ 16"oc(EACH SIDE) t L_---y 1 I CLOSED CELL INSULATION TO BE VPC-HFO BY i 1 1 i VICTORY POLYMERS. 1 t 1 I o 1 i; U i 'HOT-ROOF-INSTALLATION NO VENTING o C/) / zow I ??r mW % Wtz I 11 ROOM OVER R00 CONSTRUCTION �F � t 'N t `� loop I N � 10- I I 2"x 8"@ 16"oct o 2"x 8"@ 16"oc 0'1'ly i � RIDGE y�Qy 1 �,_________` ROOF RAFTER " ROOF RAFTERS F�' I POST --F ___________ t /' I N CqT tr----------�c -- ----------- ----------- I / ----------- ----------- ----- 411 • 1�� I It •JP�� r--- ---- yFic` I OPENING AND CLEAR UNOBSTRUCTE I1 SERVICE SPACE AS PER M13�5 ? O I ATTIC ACCESS BACKED W/INSULATI N ACCESS OPENING CONFOR TO VINYL SIDING(AS SELECTED BY OWNER) L---------- --------------------- -----------11 AS PER 2020 IECC NEW YORK STATE R807 I I 1 O R-3 RIGID INSULATION BOARD / AND M 1401.2 i TYVEK BUILDING WRAP o U o � i 2"x ; 1/2"EXTERIOR GRADE PLYWOOD SHEATHING / j o ww I = w _ W t I 2"x 4"STUDS 16"oc 1 ° 1 I CT 16 oc I 31/2"BATT INSULATION R=15.0 / —� Z U) _ _ i i 1/2"GYSUM BOARD c °D `L °O `- ------� O 2"x 8" 1 "oc x 2"x 8"@ 16"oc N o N o i 2"x 10" 16"oc 2"x 10" 16"oc i I I -- . CM ROOF RA TERS `" ROOF RAFTERS `r i ROOF RAFTERS w ROOF RAFTERS i SIMPSON STRONG-TIE FTA @ 16"oc OR ILo 11�PIP 0 1 1/4"x 20 GAUGE GALV.STRAPPING, � � ti 1 _ I EXTENDED 12 BEARING FROM FLOOR I I 2 ; FRAMING EACH DIRECTION @ EACH STUDSEAL L__�------- ---------.---__—__---------------___------------------- --- ED ARC N.K. 4 i i 2-2"x 4"TOP PLATE 4 BA I 2"x ; - ► ICT 16 oc -----------—------- OF NE- ui el 2"x 10" a 16"oc 0 2"x 10" 16"oc / j ROOF RAFTERS N ROOF RAFTERS I Nco I 1 1 t 3/4"SUB FLOOR GLUED AND NAILED I i w w co I FLOOR JOISTS(SEE PLAN) j j v ----------------------------------------------------------------� BAIT INSULATION(SEE PLAN) co LU I 1 00 = All ao "SIMPSON"CMSTC16 COIL STRAP OR 1 1/4"x 20 GAUGE GALV.STRAPPING, -- cMo STRAP EACH STUD 12"MIN.BEARING ( 1 / WRAP STRAP UNDER SILL @ EACH STUD 1 PROPOSED ROOF PLAN 2"x4"SILL 1 ' O i/4=1-0 ° � 2"x 6"P.T.SILL j - w Y ANCHOR BOLTS(REFER TO PLANS 1 - FOR SIZE AND SPACING) i 1 % 2 O O SILL SEALER I j - w w w TERMITE SHIELD 1 cn z w Z 1. IIdP I ¢ Q J LLcr 1 llll 1 - p ¢ p GRADE °O 1 u I - a = _ #5 REBAR(1/2"DIA) o 0 ti III �II,;I�lillll�� �1 p u, " 1 THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE CD cn m a 1 (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. 8"POURED CONCRETE W FOUNDATION WALL 1/2"EXPANSION JOINT U 1.1 a z M1 W 16'x 8"DP.POURED CONCRETE FOOTING y 1-0 Cf) lII11IIMI1==i1 z w 0 Z o e l 11 J 0 J o N W Q �' r #5 REBAR(1/2"DIA) it 0 4"CONCRETE SLAB ON UNDISTURBED BASE z0 z w 11 W TYPICAL WALL SECTION O � 0 w a. Q � �z-'�''• r) n n w 0 Z of _ ...lam w f 1l 3/4=1-0 Q W �- cM ILCL cc) 0- ¢ o� �, DWG NO d 3 12 i 2-NEW 13/4"x 14"LVL 2-NEW 13/4"x 141"LVL NEW 2"x 6"COLLAR TIES @ 32"OC NEW 2"x 12"RIDGE NEW 2"X 8"EACH SIDE OF RAFTER THRU-BOLTED /DECORATIVE TRIM @ 14'ABOVE F.F. NEW 2"x 12"RR 16"oc NEW 2"x 12"RR 16'oc NEW 2"x 10"RR 16"oc NEW 2"x 12"RR 16"oc 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING R-381NSULATION W/ #15 FELT #15 FELT PROPOSED #15 FELT#15 FELT GYPSUM BOARD ASPHALT SHINGLES ASPHALT SHINGLES ASPHALTSHINGLES 1/2" . ASPHALT SHINGLES ATTIC STORAGE ------------------------ --------------- --------------------- NEW 2"x 8"RR 16"ocWALL INSULATION NEW 2"x 12"RIDGE &R-30 CLOSED CELL RAFTER CATHEDRAL C E I LI N #15 FELT 1/2"PLYWOOD SHEATHING NEW;2'x 10"CEILING JOISTS @ 16'OC PROVIDE AIR-SEALING AS REQ'D INSULATION CLOSED CELL "HOT-ROOF"NO VENTING ASPHALT SHINGLES VICTORY POLYMERS.INSULATION TO BE VPC-HFO BY NEW 2"x 10"CEILING JOISTS @ 16"OC R-30 CLOSED CELL SPRAY 'HOT-ROOF"INSTALLATION NO VENTING NEW 2-2"x 6"TOP PLATE FOAM INSULATION IN RAFTERS R-38 INSULATION W/ NEW 2-2"x 6"TOP PLATE I i i I I I I I NEW 2-2N 6"TOP PLATE CLOSED CELL INSULATION TO BE VPC-H 0 BY 1/2"GYPSUM BOARD. r VII)TORY POLYMERS. NEW 2"x 6"STUDS 16"oc - NEW 2"x 6"STUDS 16'oc HDR AS PER PLAN NEW 2"x 6"STUDS 16"oc 1/2"CDX PLYWOOD SHEATHING R-19 INSULATION W/ 9 R-19 INSULATION W/ 2-2"x 10"HEADER WRAPPED WATERTIGHT �1/2"CDX PLYWOOD SHEATHING R-19 INSULATION W/ 1/2'CDX PLYWOOD SHEATHING VAPOR BARRIER 1/2"GYPSUM BOARD. 1/2"GYPSUM BOARD. NEW 2"x 6"CEILING JOISTS @ 16"OC VAPOR BARRIER 1/2"GYPSUM BOARD. R-19 INSULATION W/ VAPOR BARRIER R•3 RIGID INSULATION BOARD KITCHEN LIVING ROOM 4"X 4"ACQ POST W/DECO R-3 RIGID;SIDING AS SELECTED ERIBY OWN ON BOARD 1/2"GYPSUM BOARD. SIDING AS SELECTED BY OWNER COLUMN ENCLOSURE BED R-3 RIGID INSULATION BOARDROOM �, CLO BATH CLO BEDROOM SIDING AS SELECTED BYOIWNER CATHEDRAL CEILING CATHEDRAL CEILING 3/4"'SUB FLOOR GLUED AND NAILED 3 4'SUB FLOOR GLUED AND NAILED 3/4"SUB FLOOR GLUED AND NAILED 9'CEILING HT. 9'CEILING HT. 9'CEILING HT. / Z NEW 2"x 12"FLOOR JOISTS @ 16"OC 2"X 10"P.T.LEDGER BOARD LAG BOLTED NEW'2"x 12"FLOOR JOISTS @ 16"OC NEW 2"x 12"FLOOR JOISTS @ 16"OC 3: TO DWELLING W/SILL SEALER AS PER TABLE 507 22"LAG BOLTS @ 34"O.C. TERMITE SHIELD R-38 INSULATION W/ SILL SEALER 0 1/2"GYPSUM BOARD. SILL SEALER TERMITE SHIELD TERMITE SHIELD � ANCHOR BOLTS 1/2 DIA x 8 LONG @ 8 oc MAX NEW 2"x 8"FLOOR JOISTS @ 16"OC ANCHOR BOLTS;1/2"DIA x 8"LONG @ V oc MAX ANCHOR BOLTS 1/2"DIA:x 8"LONG @ V oc MAX 0 LU 2"x 6"CCA SILL 2"x 6"CCA SILL 2"x 6"CCA SILL NEW 2-2'x iO"GIRDER U) R-30 INSULATION R-30 INSULATION GRADE GRADE VL R-30 INSULATION R-30 INSULATION GRADE z 0 c� CRAWL CRAWL " CRAWL CRAWL N GIRDER AS PER PLAN > 4 x 4"POST ANCHORED ON of 14"0 x 36"FTG.BELOW GRADE NEW 8"CONC.FOUNDATION WALL AND 4'-6"ABOVE GRADE SEAL NEW 8"x 16"CONC.FOOTING NEW 8"CONC.FOUNDATION WALL NEEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL � �D ARC NEW 2"CONC.RAT SLAB �5 N.K. NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING EW 8"x 16"CONC:.FOOTING NEW 2"CONC.RAT SLAB NEW 2"CONC.RAT SLAB NEW 2"CONC.RAT SLAB gip. o SECTION VIEW Zf A . SECTION VIEW F of 1/4"=V-0" 4 1/4"-1'-0" 4 00 0 ce) W � Y U 00 W 00 2 � U M Cfl O Of LLJ ROOF �m� 4"0 VENT THROUGH ROOF �m� IN IY W of O I I I I / W W d W U) Z W Z Qa -jW Table P3201.7 a W SIZE OF TRAPS FOR PLUMBING FIXTURES / a O o 0 I I PLUMBING FIXTURE TRAP SIZE i i / `r° ((D v- CO(MIN. INN.) I I PLUMBING 2" I 2"0 VENT I 2_--- j BATHTUB (with or without 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DM. r I---------1 r--- ---r-- --i-------t- shower head and/or 1 1/2 j 1 1/2" 1 1 1/2" I 1 1/2" I 1 1/2" I 1 1 112" I I 1 1/2" 1 1 1/2" I W whirlpool attachments 2.ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. I I I I I I I I I i z 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, I w.c. IAv NEW KITCHEN IAv IAv W.C. I j W Bidet 1 1/4 I I ALL SOLDER SHALL BE LEAD FREE. i D.W. WASHER Q Clothes with standpipe 2 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2"INSULATION. 1 2" 1 j F.A.I. — SHOWER SHOWER z 5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER. 1 ST FLOOR (0Dishwasher(on separate trap) 1 1/2 � W C)) 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., z J m N Floor drain 2 2" 2" 2" 2 2' C.O. J J 0 N STATE BUILDING AND ENERGY CODE. C.O. C.O. -i Q f1 Kitchen sink(one or tw(o / TO APPROVED SANITARY W O traps, with or without SEPTIC SYSTEM. dishwasher and food waste 1 1/2 Sec.P3103.1-Roof Extensions 0 - disposer) Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated 4"0 C.I. W -1 Laundry to 1 112 snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, 4"C.I.House Trap In W �— one or more compartments) observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than Pit W/Stl Cover 0 z W Lavatory 1 1/4 7'-0"above the roof. T- 0 Q owe r a s e on e o a Sec.P3103.2-Frost Closure co c� � flow rate through Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or WATER SUPPLY&DISTRIBUTION NOTE: W U) W showerheads and bodyspirays) wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not 1.SERVICE FOR NEW BATHROOM'S WILL BE TAKEN 0 ~ 0 Flow rate: less than 1 foot inside the thermal envelope of the building. FROM THE EXISTING WATER SERVICE. C-) 8- LU z t'O 5.7gpm and less 1 1/2 W 0 Z _ -r N 2.WATER DISTRIBUTION PIPING&FITTING SHALL w more than 5.7gpm up to 12.3gpm 22904.5 O w Q U W F- C? more than 12.3gpm up t(o 25.8gpm 3 DISTRIBUTION,FOR ATERIALS&TABLE P29 6R CL Ll U 11. Q n U-) more than 25.8gpm up tco 55.6gpm q PIPE FITTINGS,FOR MATERIALS. DWG NO e 4 12 RIDGE HT. RIDGE HT. ----------------------------- EW:AS N€�N-ASPHALT P RIDGE T. IN N C N W DO N —110 RIDGE HT. -- C N N SI N 12 12 18 C1 INN' E W E ' SI IN N N CEILING HT. E M AL 00 CEILING HT. N ECTD S E OW E Lii -------- CF E ECT D S o, WINDO HT. 52 H 3 5 D 3 52 H!tn 3 2 H NE y N H►, WI DO rn o '� NEWSIDING o - SE ED ' PEF OWNER --NE N SIMG SEE TEDA PE WN R F.F.HEIGHT - F.F.HEIQ HT - GRADE E:1 E:J LLJ pi GRADE GRADE GRADE LL- 1 1 I I I L-------------------------------------------� 1 I I 1 j c NEW 8"CONC.FOUNDATION WALL i i i NEW 8"CONC.FOUNDATION WALL i q NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL q z � 1 I I I I 1 I � 1 1 � > L—————————— ——————--———--—--—————--—————— —--——_____ l..—_•——_——___——_———__--__—————————__———----——__———--——-----—J L----——————--———————--———_________——__—————__———_—____—___——_———______—___—__——__——_———__——__——--_—_______---——--—--—----——J r ----- n r-----------� r-- r „ " r NEW 8"x 16"CONC.FOOTING B.O.FO ING 0 B.O. DOTING _______________NEW 8 x 16 CONC_FOOTING _ NEW 8 x 16 CONC.FOOTING _____________-______� _B.O.F OTING _ ___________________________NEW 8 x 16_CONC_FOOTING_ 0 f- 4"x 4"POST ANCHORED ON p 14"0 x 36" FTG. BELOW GRADE D AND 4"-6"ABOVE GRADE z ED o U N W Lo PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION 114"=f.0" _ - SEAL D ARCti �5 N.K. TF ij Q � 9T F 0 F RIDGE HT. RIDGE HT. 00 p ---------------------- --------------------------------------------------- M w � Y U a0 w 00 2 U GLES N 12 C1 C N p _ Q 101— - cc Y YE N SIDIIN p0 0 SE-ECT:D S E O N RS u) � w w o w cnz � z p J W Q � —I � d _ < O CEILING HT. N - -- - o U) -------- -- O to �- cl) m WINDO HT. IN IOW HT. 3 5p DH 3 52 H0 SLIDER 3 Y H 3 U H ---- --- ---- --- I D0 3 ry D U Z o NEW SI ING W a, SELE Cl ED A 0 o PER NER c;l (o N IDIN Z W J z O SEL-NEV f S DD CTED IN( LM I PE E WN _1 Q J o 04 PER 0 NE N SIIG W S F.F.HEI F.F. EIGHT O 0- N IDIN SS LEC E AS w 0 - SE E ED T R O N R W W O -LL 3: GRADE GRADE GRADE 0 0 , W O i Z w _ Q d NEW 8"CONC.FOUNDATION WALL 1 1 1 I NEW 8"CONC.FOUNDATION WALL i q NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL i NEW 8"CONC.FOUNDATION WALL r- 1 ______________ W W ---------------------------------- ------------- ---------------------------------------------------------------------------------------- ----------------------------- --------------------------------------------- �L NEW 8"x 16"CONC.FOOTING r , r NEW 8"x 16"CONC.FOOTING -� B 0.FO ING B.O. DOTING r� NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING J, v L------------------------------ -------------- -----------------------------------� = -------- -------- — L----------------------------------------------------------------------------------------- --------- -----� O U w Z co O W w U W M w N a a. U Q p L6 4 x 4 POST ANCHORED ON Q , 14"0 x 36"FTG. BELOW GRADE AND 4"-6"ABOVE GRADE DWG NO PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION 5 :1/4n=V.o" 1/4"-f-0" 12 i ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. I ROOF SHINGLES . i 1"AIR SPACE #15 FELT PAPER ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV. 112"CDX PLYWOOD STRAP(TYP.)WITH(6)8d 1"x 2"BLOCKING. PLYWOOD SHEATHING. COMMON NAILS IN EACH E I #15 FELT PAPER ND OF STRAP. i 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH 1 END OF STRAP. I •• SIMPSON 24"MIN. I. H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTUREIR SPECIFICATIONS RIDGE BEAM. CATH E D RAL CLG. PRE-CRIMPED PRE-CRIMPED ALLL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(fYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION VALLEY FLASHING COMMON NAILS IN EACH EXISTS ALL FASTENERS SHALL BE INSTALLED WITH STRICT END OF STRAP. ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR BY SIMPSON OR APPROVED EQUAL. rrCrrDETAIL nArr DETAIL nBrr DETAIL D ETA I L r ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. 8022..33..11 R.802.3 R.802.3.1 R.8 R. 0 R.802.3.1 R.802.5.1(9) R.802.5.1(9) L/4 MAX. L 5/8"TYPE 7" GYPSUM BOARD 2'-0"MAX CAN'T 5/8"TYPE 7"GYPSUM BOARD 1'-4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 4" FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRAPPED TO UNDERSIDE OF FLOOR JOISTS&1 INSULATION SHALL FILL FLOOR CAVITY SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. BACK DOWN WALL STUD PARTITION. R-15 MINERAL FIBER INSULATION BETWEEN HEATED&NON-HEATED THOUGH BOLTS 1'4"Ryyyyt--L $PACE$, HEADER 11 1/2"INSULATION STEEL PLATE FIBER STRONG RIM BOARD BY - MANUFACTURER @ END OF JOISTS. 1 1/4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT z 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH AS PER PLAN O COMMON NAILS IN EACH END OF STRAP.UP AND O END OF STRAP. OVER FL JOISTS&DOWN F' WALL STUD LU w AS PER PLAN co co O7 DETAIL "Ell DETAIL T 11 � DETAIL "T DETAIL "HitU N HEADER WI'STEEL DETAIL CANTILEVER UP-LIFT CONNECTION[DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=1'-0" FIRE RTED SEPARATION @ GARAGE WALL N.T.S. SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 UL Design No.U333 A/ SEAL SHEATHING NOTE D A Rey SIDING ALL STAIRS,HANDRAILS& �5 N.K. TF RAILINGS SHALL COMPLY FLASHING CONTINUOS VENT w W/RCNYS SEC.R-311 &R-312 1A � A. o _AZ . . U �. o 1l2"Z Z W HARDWOOD OR STEEL HANDRAIL I BACK-FLASHING 1 114 AIR SPACE Z W/1 1/2"MIN.FINGER CLR.AND NOT 91 1/2"MIN. BLANKET INSULATION co p TO PROJECT MORE THAN 4.5" OF N E� 3/4"AIR SPACE io 0 FROM THE WALL. ROOF RAFTER w 3/4"0 LAG BOLTS TOP 00 BOTTOM @ 24"O.C.MAINTAIN 2"EDGE @ END DISTANCES. 9, WOOD STRINGER, M TREADS,&RISERS 00 ❑ c') w PRE-MOLDED Y r� U EXPANSION JOINT. w ui 1 1/4"NOSING U DETAIL "J 11 "'MINIMUM WIDTH OF STAIRS TO BE 3'-C" co ROOF VENTILATION N.T.S. 0 DETAIL "K" 0 Q STAIR AND RAILING DETAIL N.T.S. 0 w p Of O O w w 0 w 12 Q 5 R.R./C.J.TO DWELLING PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER U) z w z ROOF CONNECTION CONNECTION DETAIL 2"x 10"FLOOR JOISTS < o a o -�i TECO'S aQ _ o _ 2"x6"R.R.@ 16"O.C. p � I-- 2W'R.R.@ 16"O.C. HEADER AS PER co 0 N Q 3-10d COMMON PLAN pp 1/2°LAG.BOLT SI SGON @ 24"O.C. I S PPING @ 16" w 16"O.C. FILLER TRIP 6-8d COMMION SIMPSON 12T 0 2"x6"CJ. �2 EA. IDE Eu/ z 2-2"x10"HEADER — 6"x 6"P.T.SOLID WOOD POST w CDU. 1/2°LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY 0 @ 24"O.C. SIMPSON STRONG TIE (q CID PORCH TECO'S 0 w (� z M Z m J O J O N ABU46 POST BASE 5/8" W Q a -' N ANCHOR BOLT w � 2"x6"DECKING DECORATIVE MOLDING O - 4"x 4"POST ANCHORED IN PSON 0 w W O SEE DECK LATERAL ATTACHMENT— TTACHMENT 2')c6"DECKING STRAPPING 0 16" 8"x 36"FTG.BELOW GRADE w � DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. O LAG w AND 4"-6"ABOVE GRADE SIMPSON 1 , f &8d COMMION BOLTS @ 16 SIMPSON • z = Z w II 6.8d COMMION HGR. ® 16 0 0I 112°LAG.BOLT 310d COMMON a" AB POST BASE BY SIMPSON w w FILLER STRIP _ W @ 24"O.C. d � I— 0 ' TECO'S n U 0 0 U Z M w GRADE 5/8"ANCHOR BOLT rl " DETAIL ��011 O W w O W ►w— M DETAIL N w _ Q W o @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL POST CONNECTION DETAIL NTS CL FLJ TO DWELLING CONNECTOR POST W/CONC. CONNECTIOPN PORCHIRAFTER/GIRDERCONNECTIONDETAIL N.T.S. DWG NO DETAIL "M" 6 PORCH CONNECTION DETAILS N.T.S. 12 1 L THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTTALL 1"RIGID INSULATION CUT*TO FIT BETWEEN THE RAFTERS. FOAMA SEAL BOTH SIDES ALONG CONTINUOUS BEAD RAFTTER WITH EXPANDING FOAM SEALANT. ' OF SEALANT ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS MAIWrAIN EQUAL VENT SPACE VENTED AIRSPACE CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR;LENGTH OF RIGID INSULATION CONTINUOUS BEAD SEC.C501.1: SCOPE -ALTERATION COMPLIES WITIH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION OF SEALANT C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90%OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD WINDOEXPANW ZING FOAM AT SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSINSULJ-A I N VERTICALLYIGID - ---- ---- - AS AIR BARRIER VVIND0IM PERIMETER CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - CONNIAnONINSULATING ULATIGSHE , ' CONTINUOUS BEAD SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. TONNIIEC INSULATION A ON BAFFLE C SEALANT TO BE USED. SEC. R403.1: HVAC CONTROLS - COMPLIES CONTINUOUS BEAD TO RICGID INSULATION BAFFLE � `'.:li OF SEALANT in SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAMISEALBOTHJOINTS SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A ._I CONTINUOUS MINIMAL EXPANDING FORMAT WINDOW UNIT AS SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING E' CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - (COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 11/r'RIGID INSULATION EXPANDING FOAM AT WINDOW'PERIMETER SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD ANT SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNIT AS OF CONTINUOUS AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER OF ADHESIVE BEAD SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS ADHESIVE SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT EAANTBEAD SEC.C503.2: CHANGE IN SPACE CONDITIONING - NIOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Ft EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER OF SFr4L f4NT SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM D E TA I L "A" CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY C SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. COF ONTINUOUS BEAD SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. ADHESIVE C SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC SAVE BAFFLE AND VENT OF SEALANT OF SEALANT BEAD SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY a OF-CONTINUOUS SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. CFULL WIDTH SILL SEALER //�///� -FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION //\\//\\ AIR BRRIERON WALLAS CONTINUOUS BEAD /\\//\\ a CONCRE7TE SLAB AS OF SEALANT j\\j�\\° AIR BARMIER COMPONENT AIIIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTED AIRSPACE ATTIC INSULATION A continuous air barrier shaft be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or `/�� /A\ the building enveelope. a sealing material. narrow cavities shall be filled by insulation Narrow cavities INSTALL 11"RIGID ROUGH CUT General requirements � The exterior therrmal envelope contains a that on installation readily conforms to the r-- - ---- ---- - available cavity space.continuous air baarrier. � P AROUND)VENTILATION CHUTE R WITH Breaks or joints i in the air barrier shall be EX ANDIINNG FOAM SEALANT I sealed. Air sealing shall be provided between the The air barrier im any dropped ceiling/soffit The insulation in any dropped ceiling/soffit Garage separation garage and conditioned spaces. ' A I R SEALING DETAIL "B" shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT gaps in the air bramer shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC N.T.S. Access openings,drop down stairs or knee drywall. rated. 11/2"RIGID INSULATION wall doors to uncconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of tithe foundation and sill plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls, Plumbing and wiring or insulation that on installation readily Z shall be sealed. wafts shall be insulated by completely filling EXTERIOR INSULATED WALL The junction of tithe top plate and the top of the cavity with a material having a thermal conforms to available space shall extend O exterior walls shaall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. F_ Walls Knee walls shall I be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING O� walls shall be installed in substantial contact ShowerAub on exteriorwafl adjacent to showers and tubs shall separate shall be insulated. DETAIL C "R-VALUE/THICKNESS PER CLIMATE p and continuous alignment with the air barrier, them from the showers and tubs. (TAPE ALL JOINTS) LLI 1" RIGID INSULATION AS ATTIC EAVE N.T.S U) The space betwreenwindow/door iambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER rn framing,and skylights and framing shall be Electrical)hone box on exterior wafts electrical or communication boxes or Z Windows.skylights and doors P 0 sealed. air-sealed boxes shall be installed. >CQ N HVAC register boots that penetrate building w Rim joists shaft iiindude the air barrier. Rim joists shaft be insulated. thermal envelope shall be sealed to the Rim joists HVAC register boots P subfloor or drywall. 2X LEDGER ON TOP OF RIGID INSULATION The air barrier shhall be installed at any Floor framing cavity insulation shall be SEAL exposed edge off insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall on be sealed in a manner N K jRCy/ P only ATTIC INSULATION Floors(including above garage and framing cavity insulation shall be permitted that is recommended by the manufacturer. �� Fiy cantilevered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not cc, �� /�• sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler Q:: `r f! � the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING from the bottom to the top of all perimeter L4 o g ATT floor framin members. SHEATH INTERIOR OF IC ACCESS TO Exposed earth im an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue +1"OF INSULATION LEVEL -----r---I shall be covered)with a Class I vapor retarder insulation shaft be permanently attached to Shafts, enetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION F 0 F N�� Crawl space walls P P 9 with overlapping joints taped. the crawlspace walls. space shall be seated. ACCESS PANEL -DRAW ACCESS PANEL SNUG TABLE R402.1.2 WITH PERIMETER SCREWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a TRIM ASREQUIRDED FINISHED CEILING GLAZED WOOD FRAME BASEMENT SLAB CRAVYLSPACEc CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILINCv WALL MASS WALL FLOOR WALL R-VALUE WALL ,.y DETAIL "D" DETAIL "E" °° CV)ZONE U-FACTOR b U-FACTOR SHGC b,e R-VALUEIE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE �. w h AIR SEALING AT ATTIC HATCH//FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T..S 00 _ 4 0.32 0.55 0.40 49 20 OR 13+5 8113 19 10/13 10.2 FT 10113 RIGID INSULATION SHEATING 0? n 5 0.30 0.55 NR 49 20 OR 13+5 13/17 30, 15119 10.2 FT 15119 co 1 I co 20+5 I I 6 OPTION 1 0.30 0.55 NR 49 OR h 15120 30g 15119 10.4 FT 15119 I 13+10 I 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 309 15/19 10.4 FT 15119 t I 0 Y Y NR=Not Required. WW W W 00 O For SI:1 foot=304.8 mm. �- PREFAB on ATTIC INSULATION = y } i FIREPLACE UNIT SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED W LUU) z LU p LU A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN f THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. r RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" Q 0 --r W B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.,THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. of JO J 00 C. "l0113"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR;OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT 1111 Q INSULATED EXTERIOR a = _ WALL."15/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTfERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE STUD WALL ~ BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 O LO t` } CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF TIHE HOME. INSTALL INTERIOR � � m D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREE4 OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. SHEATING PRIOR TO AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. INTALLATION OF PREFAB MECHANICAL LATCH TO E. RESERVED. FIREPLACE UNIT F. RESERVED. ATTIC FLOOR FRAMING PRESSURE SEAL AT W G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING;CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING V H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS)CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION z PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL O ° W I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.55.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. N.T.S. COMPRESSIBLE WEATHERSTRIPPING C7 W V Z M :.L__ _J 0 _J O AT PERIMETER OF ENCLOSURE z � J 1014 O Cjl MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT TABLE R402.1.4 ATTIC INSULATION O MANUFACTURED PULL WQ a' O dV EQUIVALENT U-FACTORS ATTIC TRUSS DOWN STAIR W =O -WOOD FRAME FLOOR ASSEMBLY W O CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALLL MASS WALL FLOOR BASEMENT CRAWLSPACEWALL WALL ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR: U-FACTORb U-FACTOR U ACTOR U ACTOR W 0 z w 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 _ _ G �> » U) 2 < _ DETAIL H 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 _ _ _ _ - W W W 6 0.30 0.55 0.026 0.045 0.060 0.033 1 0.050 0.055 J"i = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T..S 0 w A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. EXPNADING SEALANT AT PEIMETER e. w B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.'WHERE MORE THAN HALF THE INSULATION IS ON THE -DRYWALL CEILING ' w = = w N INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.08T IN CLIMATE ZONE 4 EXCEPT MARINE,0.0651N CLIMATE RECESSED LIGHTING FIXTURE W _ Q w W Q ('7 ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. CL 0 Q ~ Lh C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND Ti ABLE R301.1,THE BASEMENT WALL UTACTOR SHALL CONTINUOUS BEAD OF SEALANT NOT EXCEED 0.360. G NO DETAIL "F" DETAIL "G" 7 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 12 -� I i FIGURE 11602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING I NTINUOUSLY SHEATHED _ L CONTINUOUSLY SHEATHED _ BRACED WALL LINE r" BRACED WALL LINE NNm °° °° °° R HOLD-DOWN BWL n ---_---- - ----------_-- -------_-- _ W� _ _ BWL A__ PANEL END OF RACED WALL LINE WALL PANEL ATDEVICE BRACED WALL PANEL AT' Lo END OF BRACED WALL LINE Z 3 i l l I 1 1 ____ ' aO0 o END CONDITION 1 END CONDITION 2 _ 1 / 1 � 1 1 r----- 11 3 * _ WI—il 1 1 1 I 1 I I I ' Wr, o ~ P p a=1 1 1 1 1 i o Qa i I i I i i i I m Qa L CONTINUOUSLY SHEATHED 1 1 1 1 I 1 W f= L CONTINUOUSLY SHEATHED _ BRACED WALL LINE r= BRACED WALL LINE i O I I I I I 1 o 1 I I I ri Ll—1 r� r-1 --------- 1 1 I I I I I I v I I ii ii ii i i ' °° i i i i i i I r------- LIE I I I I I I I 1 I I -------j I O 11 E RETURN rx 1 1 1 1 I I I I I 1 1 N ,W i i i i i i I i i I T PANEL D ' 48"MINIMUM BRACED WALL PANEL � �°� I 1 i i i i i i I 1 FIRST BRACED Z -'m 1 I I I 1 1 AT END OF BRACED WALL LINE 10 MAX WALL PANEL C - o 1 i i i i i i ( I *SEE REQUIREMENTS ----------- END CONDITION 3 END CONDITION 4 p p W 1 _ ______-- �____, I I I I I I 1 Z N c.1wl I I I I I I pI--`- -I -- - - - --I- -- - -I- - - - - ---1-i-- -- - - - - -- - - -- - - --- - — - - - - - — � 1 - - - - - - - I ` I 1 1 I I I I 1 ' o W Q'a Wai REQUIREMENTS nos CONTINUOUSLY SHEATHED a00 _ o BRACED WALL LINE RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH o != WOOD STRUCTURAL PANELS 32"FOR BRACED WALL u p 1 1 1 1 I I 1 L"= N c LINES SHEATHED WITH STRUCTURAL FIIBERBOARD ® ® I I I I I I DISTANCED:24"FOR BRACED WALL LINES SHEATHED{WITH WOOD STRUCTURAL PANELS 32"FOR BRACED WALL Z LINES SHEATHED WITH STRUCTURAL FIBERBOARD -------------- i 0 1 I I I I I I LEI 0 1 1 1 1 I I 1 1 HOLD-DOWN:800 Ibs CAPACITY FASTENED TO THE EDGE OF THE LJ LJ LJ DEVICE BRACED WALL PANEL CLOSEST TO THE'CORNER AND w i TO THE FOUNDATION OR FLOOR FRAMING BELOW Z) II i--------.'� cn cn I 1 I ® HOLD-DOWN o DEVICE FIRST BRACED cc. 'e-------- END CONDITION 5 of WALL PANEL of ti FOR SI:1 INCH=25.4MM,1 FOOT=304.8 MM 1 POUND=4.48 N BWL BWLC cm FOR ' RED AR m W I l i Wl- o o �5��� N.K. TFy j f 1 1 1 as rn N O Z o 41. ��I if I I Na Co Q x l m 1 1 ------_ zBWLC 4 ! 1 1 -�}---- ------ -- ( ---------- — _ BWLC , OF I I I I t � I 04I J 3 i i o m m (V I I I 0 0 M W Y 1 li U W 1 i WF C U CD L aLo ! 1 1 ,a i,� a°' FIGURE R602.10.2.2 M Z o l 1 3 1 1 ?moo NELOCATION OF BRACED WALL PANELS o p ft 1 11 O° 1 ( I p� _ o FOR SI:1 FOOT=304.8 MM Q - W ru 1 1 1 1 1 1 WW O Z Q Q=1 I I 1 1 1 Q= Z Co v m`n i l i i l i m"' coi U 0 WBWL D a i 1 -- --- --------- ------ 1 1 Qa BWL D__ z Q ---- p I --- - — -- I p - W � Y Y 0 O O JI JI > U) > 10' MAX 20'MAX 10'MAX J U) Z Z Z Q - J W BWL3 BWL2 BWLi < (L Q 0 0 0 F U- > O 1 1 Q m w m 1 1 I N U FIRST FLOOR BRACING PLAN I I I o W BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) 1/4"=1'-0" 0 T N I I I z w J m o ZS FILO 0R 04 J Q —1 0N BRACED, WALL LENGTH = 9.5 i � 0 - ADJUSTMENT FACTOR - 1.00 1 1 m w o ADJUSTED BRACED WALL LENGTH = 9.5 w 0 0 w o z W MINIMUM BRACED WALL LENGTH = 24" r � o � � 0 � AS PER FABLE R602.10.5 20'MAx 20 MAx w w cnI NOTE:CONTINUOUS SHEATHING (/) W METHODS REQUIRE ALL FRAMED F- 0 PORTIONS OF THE BRACED � 0 pU WALL LINE TO BE SHEATHED. U a. Z eM Z, - N w � Q W wI c') ❑ [1 a_ U a. Q f— OI Lh DWG NO 8 12 i 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER 0,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS FLOOR 30- FOOT MEAN ROOF HIEGHT ROOF 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(21/2"x 0.113); or 2 BRACED WALL LINES 4-8d box(21/2"x 0.113")or 3-8d common(2112"x 0.131") ;or 1 Blocking between ceiling joists or rafters to to Toe nail 21 Joist to sill,top plate w girder " Toe nail 9 91 P 3-8d common(21I2"x 0.131"):or 3-10d box(3 x 0.128");or METHODS ULTIMATE DESIGN BRACED WALL LINE METHODS plate 3-10d box(3"x 0.128"):or 3-3"x 0.131"nails WIND SPEED STORY LOCATION SPACING b DWB, WSP ,SFB, 3-37x 0.131"nails METHOD LIB METHOD GB CS-WSP,CS-G, (MPH) (FEET) PBS, PCP, HPS, BV-WSP ABW, PFH CS-PF 48d box(21/2"x 0.113")or Sd box(2112"x 0.113') 4"o.c.toe nag PFG CS-SFB c 3-10d box(3"x 0.128"):or 2 Ceiling joists to top plate 3-8d common(2 It?x 0.131"):or Perjoist,Toe nail 22 Rim joist,band joist or blocking to sill or 8d common(2112"x 0.131");or 10 4.0 4.0 top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 0 3-10 bo 31"nails 20 70 7.0 2 2.5 2. 3"x 0.131"nails . .5 3. 3 Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.128");or Face nail 3-8d box (2117 x 0.113");or 30 10.5 10.5 6.0 5.0 over partitions[see Sections R802.3.1,R802.3.2 3-16d common(3112"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or face nail 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9)j 4-3"x 0.131"nails 3-10d box(3"x 0.128");or 50 16.5 16.5 9.5 8.10 Ceiling joist not attached to parallel rafter 2 staples,I"crown,16 ga.,13/4"long 4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail 60 19.5 19.5 11.5 9.5 and Table R802.5.1(9)] 24 2"subfloor to joist or girder 3-16d box(3112"x 0.135'1;orBlind and face nail 120 10 7.5 7.5 4.5 3.5 2-16d common(3112"x 0.162") 20 14.0 14.0 8.0 7.0 410d box(3"x 0.128");or 30 20.0 20.0 11.5 9.5 Collar tie to rafter,face nail or 1 1/4"x 20 ga. Face nail each rafter 5 310d common(3"x 0.148'1;or :� 40 25.5 25.5 15.0 12.5 ridge strap to rafter 25 2"planks(plank&beam-floor&roof) 3-16d box(31/2"x 0.135");or At each bearing,face nail 4-3"x 0.131"nails 2-16d common(31/2"x 0.162") 50 31.5 31.5 18.0 15.5 3.16d box nails (31/2"x 0.11351;or 2 toe nails on one side and 1 toe nail 60 37.5 37.5 21.5 18.5 6 Rafter or roof truss to plate 3-10d common nails x 0.14 3.16d common (3 t/2"x 0.162") 8J'w ono site side of each rafter or 10 NP 11.0 6.5 5.5 4-t 0d box(3"x 0.128"); or opposite 26 Band or rim joist to joist 410d box(3"x 0.128 ;or End nail 4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 0 NP 20.5 11.5 10.0 4-16d (3112"x 0.135");or Toe nail 4-3"x 14 ga.staples,7116"crown 30 NP 29.0 17.0 14.5 3-10d common(31/2"x 0.1148'1; or 20d common(4"x 0.192");w Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5 4-10d box(3"x 0.128"); or at top and bottom and staggered. LI t 50 NP 47.0 27.0 23-0 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 10d box(3"x 0.128");or 2C o.c.face nail at top and bottom 60 NP 55.5 32.0 27.,0 roof rafter to minimum 2"ridge beam 3-16d box(31/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 2-16d common(31/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3-10d box(3"x 0.128'1; or 2-20d common(4"x 0.192");or Face nail at ends and at each 20 8.5 8.5 5.0 4.0 3-3"x 0.131"nails 3-10d box(3"x 0.128");or splice 3-3"x 0.131"nails 30 12.0 12.0 7.0 6. WALL 40 15.5 15.5 9.0 7.5 4-16d box (31/2"x 0.135");or � 8 Stud to stud not at braced wall panels) 16d common (3112"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common 3112"x 0.162 ;or At each joist or rafter,face nail ��11 50 19.5 19.5 11.0 9.5 2N D FL ( P ) 9 P PPo 91 ( � 1 Od box 3 x ;or 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.10 3"x 0.131"nails 16"o.c face nail 4-3"x 0.131"nails 16d box(31/2"x 0.135");or 12"ox,face nail 10 8.5 8.5 5.0 4.5 9 Stud to stud and abutting stud at intersecting � 29 Bridgingto oast 2-tOd 3 x 0.128" Each end,tce nail wall comers(at braced wall panels) 3'x 0.131"nails 1 ( " ) 16"o.c.face nail 5130 20 16.0 16.0 9.5 8.0 16d common(3117 x 0.162") NUMBER AND TYPE 30 23.0 23.0 13.5 11.5 16d common(31/7 x 0.16T) 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0 10 Built-up header(2"to 2"header with 1/2"spacer) Intermediate 50 37.0 37.0 21.5 1 18.0 1ST FL 16d box 31/2 0.135"x IT o.c.each edge face nail c,e ( 7 Edges su ports 60 44.0 44.0 25.0 21.,5 (iPnches) 11 Continuous header to stud 5-8d box(21/2"x 0.113");or toe nail (inches) 10 NP 13.0 7.5 6.5 48d common(21/2"x 0.131"); or 20 NP 24.0 13.5 11.,5 4-10d box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing Z 16d common 3 1/2"x 0.162" [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17..0 O 12 Top plate to top plate ( } 16"o.c.face nail 10d box(3"x 0.128");or 12"o.c.face nail i 50 N P 55.0 31.5 26.,5 3"x 0.131"nails 6d common(TX 0.113")nail(subfloor,wall) 0 8-16d common 3117 x 0.167 ;or 30 f 60 NP 65.0 37.5 31..5 0 Double top plate splice for SDCs A-02 with ( ) "- ' 8d common(2112'X 0.131")nail(roof); 6 12 box 12-16d 31/2"x 0.135" ;or face nail on side of end or e W seismic braced wall line spacing<25' ( ) " 1 RSRS-01;(Z�'x 0.113ry nail(roof)> 12-10d box(3"x 0.128");or (minimum 24 lap splice length each 10 5.5 5.5 3.0 2.5 co U) 13 12-3"x 0.131"nails side of end joint) Double top plate splice SDCs D0,D1,or D2; 8d common nail(2112"X 0.113'); 20 10.0 10.0 5.5 5.(0 Z O and braced wall line spacing>25' 12-16d(3112 x 0135") 31 "_1^ or RSRS-01;(2 e'x 0.113")nail(roof)I 6 12 f 30 14.0 14.0 8.0 7.(0 co M N e 40 18.0 18.0 10.5 9.0 L0 14 Blocking between ceiling joists or rafters 16d common (31/2"x 0.162'1 W o.c.face nail 50 22.5 22.5 13.0 11..0 � r 9 91 to top plate 16d box(31/2"x 0.1351;or 12"o.c.face nail 60 26.5 26.5 15.0 13-0 3"x 0.131°nails 32 18"-1 a' 10d common(3"X 0.148'1 nail 3-16d box nails x 0.135 or 8d(21"x 0.131'1 deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL 15 Bottom plate to joist,rim joist,band joist or ( 'T ;or 3 each 16"o.c.face nail blocking(at brace wall panel) 2-16d common(31/2"x 0.162'1;or 2 each 16"o.c.face nail <140 20 18.5 18.5 11.0 9.0 1\- ' A RCy 4-3"x 0.131"nails 4 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 48d box(21/2"x 0.113");or Other wall sheathing g Q iti 40 35.0 35.0 20.0 17.0 3-16d box(3112"x 0.135 ;or 50 43.0 43.0 24.5 21.0 '1 o 48d common(21/2"x 0.131");or Toe nail 60 51.0 51.0 29.0 25.0 4-10d box(3"x 0.1281;or33 211"structural cellulosic 11"galvanized roofing nail, 16 Top or bottom plate to stud 4-3"x 0.131"nails fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5 k head diameter,or 1 T"long 16ga.staple -q cr t O 3-16d box(31/2"x 0.135'1;or with "or 1"crown F 20 NP 27.5 16.0 13.5 l � 2-16d common(3112"x 0.162");or End nail 30 NP 39.5 23.0 19.5 OF N E� 3-10d box(3"x 0.128");or 2B"structural cellulosic 3.3"x 0.131"nails 34 az 1 J"galvanized roofing nail, 40 NP 51.5 29.5 25.,0 fiberboard sheathing 3 6 50 NP 63.5 36.5 31.10 3-10d box(3"x 0.1281;or �6"head diameter,or 1� long 16ga,staple 17 Top plates,laps at comer s and 2-116d common(31/?x 0.162");or Face nail with k or 1"crown 60 NP 75.5 43.0 36.,5 intersections 3.3"x 0.131"nails 35 /1"9YPsum sheathing d 12'galvanized roofing nail;staple galvanized, 3-8d box(21/2"x 0.113");or 1 TABLE R602.10.3 2 18 1"brace to each stud and plate 2-8d common(21/2"x 0.131"); or Face nail 1 "long,1 a"screws,Type W or S 7 7 ( ) 2-10d box(Tx 0.12n;or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 2 staples 1 3/4" 00 W 36 gypsum sheathing d 1 t'galvanized roofing nail;staple galvanized, 8 b Y 19 1"x 6"sheathing to each bearing 3-8d box(211T x 0.113'1;or 1 B'long,l a screws,Type W or S 7 7 ADJUSTMENT FACTOR ' w w 2-8d common(21/T x 0.131");or Face nail ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABILE METHODS a°Oo m: 2-10d box(3"x 0.1281;or TABLE R602.10.3(1)BY THIS FACTOR] 2 staples,1"crown,16 ga.,1 3/4"long ch 3-8d box(21/2"x 0.1131;or Wood structural panels,combination subfloor underlayment to framing B 100 CID 3-8d common(211T x 0.131'1; or ONE-STORY C 120 3-10d box(3"x 0.128");or 6d deformed(TX 0.120")nail; STRUCTURE D 1.50 20 1'x 8'and wider sheathing to each bearing 3 staples,I"crown,16 ga.,1 3/4"long Face nail 37 "and less or 8d common(2� x 0.131")nail 6 12 B 100 Q Wider than 1"x 8" 1 EXPOSURE CATEGORY C 130 O 48d box(21/2"x 0.113); or STRUCTURE W 3-8d common(21/2"x 0.1311 ;or 38 "_1" 8d common(2 12"x 0.1311 nail D L60 W Y Y 3-1Od box(3"x 0.1281;or or 8d common(2�'x 0.120')nail 6 12 0 0 0 4 staples,1"crown,16 ga.,1314"long THREE-STORY B 1.40 O O O 10d common 2' X 0.148"nail; STRUCTURE C 1.40 co � � 39 1 s'-17 ( ) D 170 W W o W or 8d deforomed(2 "x 0.120")nail 6 12 0 FEET rA 0.70 Z Z ROOF ONLY 10 FEET 1 100 Q o � X 15 FEET a O o O 20 FEET 160 ALL METHODS o ti 55 FEET 0.85 T- O LOCID } 10 FEET 100 U) m 2 ROOF EAVE TO-RIDGE ROOF+1 FLOOR HEIGHT 15 FEET 115 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STAVE 20 FEET :L30<5 FEET 0.90 0 10 FEET 100 Z TABLE R602.3(3) TABLE R602.10.4 15 FEET 110 W ROOF+2 FLOORS REQUIREMENTS FOR WOOD STRUCIT BRACING METHODS URAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 20 FEET NOT PERMITTED 0 Continuous Sheathing Methodl g FEET0.90 0W o c0 MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA HEI 9 FEET 0�95 Z J m N NOMINAL PANEL NAIL SPACING WIND SPEED V ult 3 WALL HEIGHT ANYSTORY 10 FEET 100 -.10 -J O STRUCTURAL PANEL MAXIMUM WALL (mph) METHOD, MATERIAL MINIMUM THICKNESS FIGURE ADJUSTMENT ET 1.05 -J N SIZE PENETRATION PANEL RATING THICKNESS STUD SPACING win exposure ca egory Fasteners Spacing il 12 FEET 110 W 0 n (INCHES) RATING (INCHES) (INCHES) EDGES FIELD . (INCHES O.C.) (INCHES O.C.) g C p 3: W 6d COMMON Exterior sheathing per 6"edges IT field 2 100 0 W � O 2 0 x 0.113" 1.5 24/0 1/2" 16 6 12 140 115 110 CS-WSP Table R602.3(3) NUMBER OF BRACED 0 ( ' ) 4 WALL LINES(PER PLAN ANY STORY 4 i45 W W 0 `- 8d COMMON 1 7/1 " 16 6 12 170 140 135 Continuously sheathed " `` Interior sheathing per Varies by fastener ) Z5 160 Z Ur Q 11'2 DIRECTION c z W II J (2.5"x 0.131") 1.75 24/ 6 6 wood structural panel T1. Lable R602.3(1)or R602.3(2) FASTENED TO THE END 24 6 12 140 115 110 -,�-,� ,�- - - STUDS OF EACH BRACED W W W 5 ADDITIONAL 800-POUND TOP STORY ONLY 0.80 � � HOLD-DOWN DEVICE WALL PANEL AND TO THE PBS,PiCP,HPS, p FOUNDATION OR FRAMING BELOW C- 0 w FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 mks. C) 0- � W z M A.Panel strength axis parallel or perpendicular to supports.Three-ply plywoocd sheathing with studs spaced more than 16 inches on center shall be applied with W 0 Z _ = N panel strength axis perpendicular to supports. OMITTED FROM INSIDE FACE DWB,WSP,SFB 0 W J Q 0 W M B.Table is based on wind pressure acting toward and away from building surffaces in accordance with Section R301.2.Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOARD ANY STORY L40 PBS,PCP,HPS,CS- a a- v CIL ¢ 1- o Lh accordance with Section R602.10. FINISH(OR EQUIVALENT) OF BRACED WALL PANELS WSP,CSi-G,CS-SFB C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be perimitted as an alternate to panels with a 2410 span rating.Plywood siding rated 16 o.c. DWG NO or 24 ox shall be permitted as an alternate to panel with a 24/16 span ratinag.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 4 INCHES O.C.AT PANEL EDGES, more than 16 inches on center. 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB 9 FASTENING PLATES,AND ALL HORIZONTAL ® JOINTS BLOCKED 1/2 i 8d�6"oc toed in L a Ong braced waS Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Exposure B Dead Load Assumptions: Roof Assembly DL 10 psf TOP PLATE ThreeSecond Gust wind 90 100 110 120 130 THREE SECOND GUST WND gp 100 110 130 90 100 110 130 6„ SPEED (mph) O O G STRUCTURAL SHEATHING 8d COMMON NAILS n w rm Number of 8d Common Nails or 10d Box Nails @ 6"O.C.ON EDGES 11 11 l l E TF E F E F 7EF E F ROOF PITCH QQ In each and of 1-Y.'x 20 gage strap 1,2,3,4AS. Required Capacity of Ridge Connection (plf) 1.2,3,4 II 11 II II ONLY 1�'I '~-11 - Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 1176 224 II 11 11 r Sheathing Location: `1/2" MIN. STRUCTURAL TOP PLATE (inches, o.c.) or toe Box Nails (inches, o.c.) 16 2 2 2 4 126 178 235 298 II WOOD PANEL = 8d COMMON NAILS u' 20 2 2 3 4 157 222 294 373 t2 s t2 s t2 s 12 s 12 s 12 3:12 24 2 3 3 5 189 267 353 447 @ 12"O.C.ONFIELD ONLY AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION Interior Zone t6 6 12 6 12 6 12 6 12 6 12 28 2 3 4 6 222 311 �471 597 32 3 3 4 7 252 356 471 597 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 19•2 6 12 6 12 6 12 6 6 6 12 36 3 4 5 7 79 4l l 145 671 FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN 12 1 1 2 2 0 111 145 183 RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 24 6 12 6 12 6 6 F6 6 6 12 16 d COMMON NAILS @ 16"O.C. W/ 5 DIAM.ATR(ALL THREADED PLATES 8d COMMON @ 6"OC ALONG 20 2 2 2 4 132 184 242 305 " SOLID BLOCKING BETWEENJ LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR,EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 s 12 s 12' s 12' 28 2 3 3 5 185 258 338 427 SILL PLATE • ��• OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 • MIN..USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED WALL PANEL Perimeter Edge 16 6 12 6 12" 6 t2` 6 6 s s 36 2 3 4 6 238 332 435 549 4 Zone 12 1 1 1 62 87 114 IAA ANCHOR BOLTS HIGH STRENGTH EPDXY ADHESIVE 19.2 6 12" 6 12' 6 6 6 6 6' 6' 16 1 1 2 2 83 115 1152 192 20 1 2 2 103 144 1190 t . TO SECURE ANCHOR,DRILL 3/4" 5:12 24 2 2 2 3 124 173 228 287 3-16d@16"oc DIAM. HOLE FOR EPDXY.FOLLOW 24 6 12' 6 6 6' 6' 63 6' 6' 6' allong braced wall 28 2 2 3 4 144 202 265 335 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/ Lookout Block 6' 6' 63 6" 63 6' 4 4 4` 4 32 2 2 3 4 165 231 303 383 36 2 3 3 5 186 260 341 431 TO PERPENDICULAR RAFTER• [;able Endwall Rake or Rake Truss w/o Rake Overhang 6 6 6 6 6 6 6 6 6' 6" 12 2 57 79 1103 130 HEARWALL SLAB ON GRADE 16 1 1 2 2 1 158 207 260 173 BOARD SHEATHING 20 1 2 2 3 95 132 1172 216 Rafter 6:12 24 1 2 2 3 tt5 158 207 260 END Rafter/Truss Spacing Minimum Number of Sd Common Nails Sheathing Size (inches, o.c.) or 10d Box Nails perSupport 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 2276 346 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 2 1 3 4 172 1 237 310 389 12 1 1 1 2 57 75 57 122 100 or Larger Sheathing 12-19.2 3 3 3 3 3 16 1 1 2 2 75 100 T30 162 L L ----� 20 1 2 2 3 1 1'62 23 7:12-12:12 24 1 2 2 3 113 150 50 194 243 E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 28432 2 2 3 4 151 200 259 324 8d F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365 a 6"oc toed in Ong braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT located within 8 feet of building comers. REQUIREMENTS SHALL BE USED. 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTSV 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTEIi1TRUSS AT STUD TO FLOOR ASSEMBLY TO STUD COONNECTION @ 16"O.C. load (0.6x10psf). 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead 8d @ 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFFIGURATIONS): FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL „ TOP PLATE along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 4. Tabulated connection requirements are based on a 12 ridge strap spacing, for different ridge a 6" CLG JTS FOR STRAP- 3 8 d COMMON NAILSS @ EA END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERfTRUSS strap spacings, multiply the tabulated values by the appropriate multiplier below. 1/2"MIN.STRUCTURAL FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spacing(in.) 12 16 19.2 24 48 WOOD PANEL 8d COMMON NAILS PLATFORM BELOW- 1 16 i d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 @ 6"O.C.ON EDGES TOP PLATE 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERlTRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 arnd the framing 6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not rrequired. ONLY SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of 8d COMMON NAILS o 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number _ _� of 12d box nails in each end of the collar tie need not exceed the taulated number off tOd box @ 12"O.C.ON 8d COMMON NAILS nails in a steel strap.3-1 sd@16"oc p O • along braced wall FIELD ONLY @ 12"O.C.ON 7. 1k" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. F- AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION = FIELD ONLY O SIMPSON HDU4-SDS2.5 HOLDDOWN FOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP W/ % "DIAM.ATR(ALL THREADED Sd COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- , d COMMON NAILS @ 16"O.C. ROD)ANCHOR,EMBEDMENT LENGTH fn @ s' O.C.ON EDGES UPLIFTS AP CONNECTION REQUIREMENTS - EXPOSURE B � OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) Z Dead Load Assumptons: Roof/Ce7ing Assembly OIL-15 psf CORNER HOLD - DOWN DETAILS o FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall N • HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. • '� 3 along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND GUST(mph WIND w � 100 tto 120 130 SILL PLATE •. TO SECURE ANCHOR,DRILL /4 ANCHOR BOLTS DIAM.HOLE FOR EPDXY.FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILSS @ EA END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L Rwnc SPAM aoor" Number of 8d Common Nails or 10d Box Nails 'SIMPSON'HDQ8 OR 2-16d COMMON SEAL PLATFORM BELOW- 1 16 i d COMMON NAILS @ 16"O.C. (h) QQ in each end of 1-Y.'x 20 gage strap 1,2.3,4 POURED CONCRETE/ 12 1 2 2 2 "SIMPSON"PH NAILS @ 6"O.C. ��CRE D A R MASONRY TOP PLATE o FOUNDATION o 6 20 2 2 2 3 0 °a OF STUDL LENGTH �� ���N.K, �i� 8d COMMON NAILS 12 24 2 2 3 3 @ 12"O.C.ON 28 2 2 3 4 HEAR ALL O N FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 32 2 3 3 4 ENDS W WOOD PANEL 12 2 2 2 3 LP 'r WALL Sd COMMON NAILS 16 2 2 3 @ 6"O.C.ON EDGES l -9 J, : � � :c • y 20 2 2 3 4 ii F OF NEB ONLY 16 24 2 3 3 4 1 3-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 4 6 12 2 2 3 3 AT STUD TO FLOOR ASSEMBLY TO STUD CCONNECTION 16 2 2 3 4 0 L FLOOR GIST (ONLY APPLICIABLE FOR TWO STORY CONFFIGURATIONS): @ 16"O.C. 20 2 3 4 4 BLOCKING @ °° -•1 19.2 24 2 3 4 5 ENDWAL �•.• ;• •' •_ TOR STRAP- 3 8 d COMMON NAILSS @ EA END OF STRAP 28 3 3 4 5 SILL PLATE ` 32 3 4 5 6 00 p • PLATFORM BELOW- 1 16 i d COMMON NAILS @ 16"O.C. 2 2 3 3 4 "SIMPSON"HDQ8 OR Y 8d 6"oc toed in ANCHOR BOLTS along braced wall 16 2 3 4 5 "SIMPSON"PH 00 w 20 3 3 4 5 � v CLG J'1TS POURED CONCRETE/ 24 24 3 4 5 6 M MASONRY 28 3 4 5 7 v, TOP PLATE FOUNDATION 32 3 5 6 7 NOTE: 6„ 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD 2 STORY BRACED WALL PANEL DOWNS,&ADHESIVES TO BE 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S Q 2. Tabulated uplift connection requirements assume a building SPECIFICATIONS O located in Exposure B. W Tabulated uplift connection requirements assume a roof and W = ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a DETAIL O O O ceiling assembly is not present or if the ceiling assembly is not = >- } Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. LU w w shall be increased by 1 nail at each end of the strap. p AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"D.C. for Wind Loads - Exposure B 4. Minimum ASTM A653 Grade 33 steel strap. fn Z Z (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): < cl -I W FOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP Three Second Gust Wind 90 100 110 120 t 3 Q O O 8d CrD 6"oc toed in FOR CLOF EA PLATC TO PLATFORM ABOVE&@ C OF EA PL{TE TO Speed mph T a ong braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. o } STRUCTURAL SHEATHING r- O FLOOR JOIST m co E F E F E F E F E F SIMPSON HOLDDOWN W! 5 "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON ATR ALL THREADED ROD 9 Stud Spacing Maximum Nod Spacing for 8d Common Nails NAILS @ 6 O.C. I,I,J 6„ ( ) Sheathing Location (inches, o.c.) or 10d Box Nails `(inches, o.c.) "SIMPSON"PHD6 ' o SEE THIS SHEET FOR DETAIL o FOR FULL LENGTH z 12 6 12 6 12 6 12 6 12 6 12 8d COMMON NAILS OF STUD 6 12 6 12 6 12 6 12 6 12 a s W Interior Zone @ 6"O.C.ON EDGES 1s .9 0 1/2"MIN.STRUCTURALth- ONLY 24 6 12 6 12 6 12 6 6 6 12' °° Ur W O M WOOD PANEL 8d COMMON NAILS Z_ W J m O = 12 6 12 6 12 6 12 6 12 6 12 N - @ 12"O.C.ON J Q J O FIELD ONLY 4" EDGE ZONE it • J Q N 11 16 6 12 6 12 6 12 6 12 6 12 d• d W 0 3-16d@16"oc SIMPSON HOLDDOWN W/ 5 DIAM 24 6 12 6 12 6 12 6 12' 6 12' ' . ' , 0 along braced wall a • W cl� O ATR(ALL THREADED ROD) Ad d ANCHOR,EMBEDMENT LENGTH OF .' - W 0 ANCHOR IN CONCRETE IS 10"MIN.. BOARD SHEATHING or LAP SIDING ' d A , Rafterrfruss Spacing d Z (_!� 9 Q FLOOR JOIST USE SIMPSON SET EPDXY-TIE HIGH Minimum Number of 8d Common Nails or 10d .• Sheathing SizeSTRENGTH EPDXY ADHESIVE TO (inches,o.c.) CO(/� � Box Nails per Support W � SILL PLATE SECURE ANCHOR, DRILL 3/4"DIAM. 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 ALL STRAPPING, ANCHORS, 7/8NOTE: " OHREADED ROD EMBEDDED 12 1/2" 0 0 INTO CONCRETE W/"SIMPSON"ET(HIGH O p to HOLE FOR EPDXY.FOLLOW 1x10orLargerSheathing 12-24 3 3 3 3 3 HOLDOWNS &ADHESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS t� 11 w Z M ANCHOR BOLTS ) Q F N MANUFACTURER'S INSTRUCTIONS. TO BE INSTALLED AS PER 0°F-40OF USE"SIMPSON"AT.(HIGH STRENGTH 3 O Z W _ = Lu , E-Nail spacing at panel edges(in.) ACRYLIC ADHESIVE w Q W �) M POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field(in.) MANUFACTURER'S SPECIFICATIONS ) 0 rr a , 1. For waif sheathing within 4 ft.of the comers,the 4 ft.peaneter edge zone attachment a D_. U < Q I- p MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced % D ETA I L to 6 inches o.c. 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for Common nails. CORNER CONNECTION FLOOR TO FOUNDATION 2 STORY END WALL S H EARWALL 4. Tabulated nail spacing assumes a building located in Exposure B. N.T.S. 12 TABLE R507.5 TABLE R507.4 DECK BEAM SPAN LENGTHS (FT. - IN.) DECK POST HEIGHT DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPECIES SIZE (FEET) 4 X 4 8 FEET 6 8 10 12 14 16 18 2-2X6 6-11 5- 11 5-4 4- 10 4-6 4-3 4-0 4X6 8FEET 2-2X8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 2-2X10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 6X6 14 FEET 2-2X12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 3-2X6 8-2 7-5 6-8 6- 1 5-8 5-3 5-0 SOUTHERN PINE 3-2X8 10- 10 9-6 8-6 7-9 7-2 6-8 6-4 1117ABLE R507.9.3 (2) 3-2 X 10 13-0 11 -3 10-0 9-2 8-6 7- 11 7-6 PLACEMENT OF LAG SCREWS; AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3-2X12 15-3 13-3 11 - 10 10-9 10-0 9-4 8- 10 3X6 OR 2-2X6 5-5 4-8 4-2 3- 10 3-6 3-1 2-9 MINIMUM END ANDI EDGE DISTANCES AND SPACING BETWEEN ROWS 3X80R2-2X8 6- 10 5- 11 5-4 4- 10 4-6 4- 1 3-8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 31X10OR2-2X10 8-4 7-3 6-6 5- 11 5-6 5- 1 4-8 SX12 OR 2-2X12 9-8 8-5 7-6 6- 10 6-4 5- 11 5-7 LEDGER 2 INCHES 314 INCH 2 INCHES 1 518 INCHES DOUGLAS FIR-LARCH, 4 X 6 6-5 5-6 4-11 4-6 4-2 3- 11 3-8 BAND JOIST 314 INCH 2 INCHES 2 INCHES 15/8 INCHES HEM-FIR, 4X8 8-5 7-3 6-6 5- 11 5-6 5-2 4-10 SPRUCE-PINE-FIR, REDWOOD, 4X10 9- 11 8-7 7-8 7-0 6-6 6- 1 5-8 WESTERN CEDARS, 4X12 11 -5 9- 11 8-10 8- 1 7-6 7-0 6-7 PONDEROSA PINE, TABLE RZ301.2.1.2 RED PINE 3-2 X 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 3-2X8 9-8 8-6 7-7 6- 11 6-5 6-0 5-8 FOR WOOD STRUCTURAL PANELS a,b,c,d 3-2X10 12-0 10-5 9-4 8-6 7-10 7-4 6- 11 3-2 X 12 13- 11 12- 1 10-9 9- 10 9-1 8-6 8- 1 FASTENER SPACING (INCHES)a,, FASTENER 4 FEET < 6 FEET < TABLE R507.9.1.3 (1) TYPE PANNEL SPAN PANEL SPAN PANEL SPAN � DECK LEDGER CONNECTION TO BAND JOIST < 4 FEET < 6 FEET < 8FEET z (DECK ILIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED 0 ANCHOR WITH 2—INCH 16 10 $ EMBEDMENT LENGTH JOIST SPAN No. 10 WOOD SCREW BASED w CONNECTION DETAILS 6'AND LESS 6-1"TO 8' 8'-1"TO 10' 10'-l"TO 12' 12'-1"TO 14' 14'-1"TO 16' 16'-l"TO 18' ANCHOR WITH 2—INCH 16 12 9 D co ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTHco z U) Y —INCH LAG SCEW BASED (ANCHOR WITH 2—INCH 16 16 16 > C� 112 INCH DIAMETER LAG SCREW W/1/;2 INCH 30 23 18 15 13 11 10 EMBEDMENT LENGTH it ti MAXIMUM SHEATING SEAL a.This table is based on 180 mph wind speeds and a 331 foot mean roof height. `��E D ARC b.Fasteners shall be installed at opposite ends of the w000d structural panel. �5 to K. Tic �j 1/2 INCH DIAMETER BOLT W/ 1/2 INJCH c.Nailsshallbe1Odcommonal2dboxnails. 36 36 34 29 24 21 19 MAXIMUM SHEATING d.Where screws are attached to masonry or masonrylshucco,they shall be attached utilizing vibration-resistant anchors having a rrcninimum ultimate o withdrawal capacity of 490 pounds. Y CHAPTER 3 BUILDING PLANNING 1/2 INCH DIAMETER BOLT W/1 IMCH SECTION R301 DESIGN CRITERIA MAXIMUM SHEATING 36 36 29 24 21 18 16 WOOD STRUCTURAL PANELS WITH A MINIMUM THIIICKNESS OF%6"AND A MAXIMUM SPAN F OF N E� OF 8 FEET SHALL BE PERMITTED FOR OPENING PRROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZECD OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN PACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND(CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 2015 I.R.C. TABLE R507.6 0 o DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTIM n y co W co = LATERAL LOADS SHALL BE TRAkNSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF " SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER SPECIES SIZE (INCHES) (INCHES) TRANSMITTING THEM TO THE GROUND.WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN co co 12 16 24 12 16 24 ACCORDANCE WITH FIGURE RIC507.9.2(1), HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PIER DECK, WITHIN 24 INCHES (610 MM) OF EACH END OF THE DECK. 2 X 6 9- 11 9-0 7-7 6-8 6-8 6-8 EACH DEVICE SHALL HAVE AN)ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 a 2 X 8 13- 1 11 - 10 9-8 10- 1 10- 1 9-8 POUNDS (6672 N). WHERE THE ILATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH x SOUTHERN PINE FIGURE R507.9.2(2), THE HOLD-IDOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN W 2 X 10 16-2 14-0 11 -5 14-6 14-0 11 -5 FOUR LOCATIONS PER DECK,AIND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN 0 0 0 2 X 12 18-0 16-6 13-6 18-0 16-6 13-6 CAPACITY OF NOT LESS THAN i750 POUNDS(3336 N). 2 X 6 9-6 8-8 7-2 6-3 6-3 6-3 o z z DOUGLAS FIR-LARCH, W o Q o HEM-FIR, 2 X 8 12-6 11 - 1 9- 1 9-5 9-5 9- 1 as = o = SPRUCE-PINE-FIR, 2 X 10 15-8 13-7 11 - 1 13-7 13-7 11 - 1 S D NGSHEATING 0 LO N Q 2 X 12 18-0 15-9 12- 10 18-0 15-9 12- 10 FLASING FOR WATER TIGHTNESS DO FLOOR SHEATING NAILING AT 2 X 6 8- 10 8-0 7-0 5-7 5-7 5-7 JOIST MAXIMUM HOLD DOWN TO HOLD DOWN OR DECKING W REDWOOD, STAGGER FASTENERS IN 2 RCDWS OR SIMILAR DEVICE 2X LEDGER WITH FASTENERS V IN ACCORDANCE WITH TABLE R507.2 z WESTERN CEDARS, 2 X 8 11 -8 10-7 8-$ 8-6 $-6 $-6 FLOOR JOIST APPROVED JOIST HANGERS W PONDEROSA PINE, 2 X 10 14-11 13-0 10-7 12-3 12-3 10-7 LAG SCREW OR BOLT HOLD-DOWN DEVICE MIN.750 LB.CAPACITY 0 RED PINE FLOOR JOIST DECK JOIST AT4 LOCATIONS,EVENLY DISTRIBUTED O 2 X 12 17-5 15- 1 12-4 16-5 15- 1 12-4 ALONG DECK AND ONE WITHIN 24"OF EACH 0 W V Z M END OF THE LEDGER.HOLD-DOWN DEVICES z J z O SHALL FULLY ENGAGE DECK JOIST PER ME HOLD-DOWN MANUFACTURER J Q N LEIDGER 5.5"MIN FOR 2X8 W O ::) 6.5"MIN FOR 2X10 TABLE R507.7 7.5"MIN FOR 2X12 A FULLY THREADED 318"DIAMETER LAG 0 W O SCREW PREDRILLED WITH MIN.3"PENETRATIOM TO CENTER OF TOP PLATE,STUDS,OR HEADER. W (D -1 MAXIMUM JOIST SPACING FOR DECKING R W O z W II MAXIMUM 0 DETAIL "A �� DETAIL 11U 11 DETAIL ��� �� o �� MAATERIAL TYPE AND D W W W NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURE R507.2.3(1) NTS FIGURE R507.2.3(1) NTS FIGURE R507.2.3(2) NTS U) _� DECK ATTACHMENT FOR LATERAL LOADS �' 0 DECK ATTACHMENT FOR LATEFRAL LOADS DECK ATTACHMENT FOR LATERAL LOADS O 0 U 'NOTE:THUS DETAIL IS APPLICAPABLE U W z c) 1 '1/4-INCH-THICK WOOD 16 INCHES 12 INCHES *DISTANCE SHALL BE PERMITTIED TO WHERE FLOOR JOISTS ARE W O z PARALLEL TO DECK JOISTSARE USED OR BOLT SPACING . 0 Q V W I M BE REDUCED TO 4.5"IF LAG SCREWS W J REDUCED TO THAT OF LAG CIIREWS °- U a- Q 2-INCH-THINCK WOOD 24 INCHES 16 INCHES TO ATTACH 2X8 LEDGERS TO 2�8 BAND JOISTS. DWG NO (PLASTIC COMPOSITE IN ACCORDANCE WI IN ACCORDANCE W/ SECTION R507.3 SECTION R507.3 1 e 12 BLOCKING ® ENEDWALL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING IONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOORICEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHES) FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION < 4 FEET S 6 FEET S 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WNFCM); No. 8 WOOD SCREW BASED ATTIC CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE /— @ IT O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'0'D.C. 8d @ F O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT J No. 10 WOOD SCREW BASED BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER a ANCHOR WITH 2-INCH 16 12 9 EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SECOND FLOOR z Y -INCH LAG SCEW BASED 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3.16d AT EACH ANCHOR WITH 2-INCH 16 16 16EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'-W O.C. ��s• a`3� ®INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FRAMING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height OR END JOIST MEMBER DIRECTLY ABOVE FULL HEIGHT BLOCKING ®PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL 16"O.C.ALONG RACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10"TO 45"PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. FOR SI:1 INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @ 4'-0'D.C. .. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%fi'AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WIT.'H AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE Open vent pipes that extend throughi a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EXTFENDS OVER INSULATION (TYP. ) snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN.) observation deck or sunbathing decks or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermalL envelope of the building. L Clothes with standpipe 2 PROVIDE ICE BARRIERS,AS PER SEC. R905.1.2 AND SHALL CONSIST 0)F A MINIMUM OF TWO LAYERS Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEEMENTED TOGETHER OR A SELF- t ADHERING POLYMER-WODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNEDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OFF 24"INSIDE THE EXTERIOR NO NOTCHES j_ _j D Z D/6MAX• I PERMITTED WALL LINE. traps, with or without I O dishwasher and food waste 1 1/2 I I F_ disposer) D/6 MAX. Q SHEEATHING Laundry to one or more compartments) 1 1/2 W AIIR SHIELD Lavatory 1 1/4 U)j FLOOR JOIST-CENTER CUT LIQUID FLASHING Shower(based on the totai D/4MAX. z flow rate through 2 N showerheads and bodysprays) Flow rate: p �u 5.7gpm and less 1 1/2 more than 5.7gpm up to 12.3gpm 2 00 more than 12.3gpm up to 25.8gpm 3 D/3MAX. AIR SHIELD more than 25.8gpm up to 55.6gpm 4 SEAL ED AR,,y K. NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX.D FROM OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: SUPPORT FLOOR JOIST-END CUTS SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE 9T C ; c ; �O MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 p F OF NEB D/3 MAX. RAFTER CEILING JOISTS REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION COo PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. 00 W 00 _ � U th THE CONSTRUCTION TYPE 21N.MIN.FROM TOP m DESIGNATION SHALL BE AND BOTTOM OF JOIST 1 , II , 111 , IV OR V PIPE OR CONDUIT TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) Q CLASSIFICATION OF THE STRUCTURE 0 UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL SECTION 1265.4 SIGN OR SYMBOL W (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OIR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS p O O 6" DIAMETER I STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SI1X INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1l2 INCH(12.7mm). THE BACKGROUND W w w (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OIR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED U) z Z i EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONIFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. o p _j W (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OFR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, m JO < 0 OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN O6R SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER TOP PLATES d REFLECTIVE RED I I SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. o Z) t, } PANTONE#187 REFLECTIVE WHITE THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OFR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: m AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE BORED HOLE MAX. A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE 'V AND DIA 40 PERCENT W EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"1","II","III","W',OR'V'TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE Z LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UMIDER SECTION 602 OF THE BCNYS. W EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OFR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) ID (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TFRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: W U z OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; ° 5/8"MIN.TO EDGE Z _J O HAVE BEEN AFFIXED. (ii)"R"SHALL MEEAN ROOF FRAMING;AND J 0 J mo N 1 m "FR"SHALL IMEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT J N (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART { ) W Q a- AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTFRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN EXCEED 25%OF STUD DEPTH CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE O SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBCOL. BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% W O 1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED N THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO I� STROKE ROOF FLOOR SECCESSIVE STUDS AR2E DOUBLED W �a: � J � OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT STUD AND SO BORED Z MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS p — 0 DESIGNATION FOR STRUCTURAL ) TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V W W � COMPONENTS THAT ARE OF U) U W TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. O ES U FFLOOR FRAMING , INCLUDING ID_ Z Z CO DRILLING AND NOTCHING DETAIL 0 O W _ = N Q 0 W a) c GIRDERS AND BEAMS V OF STUDS o a- o- Q R ROOF FRAMING DWG NO F RM FLOOR AND ROOF FRAMING ROOF AND FLOOR ' BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. 12-1 I i _ MAXIMUM BUILDING HEIGHT __________________________________ \ MAXIMUM BUILDING HEIGHT % 22'-92" ,/ \\\ 15'-0" 15'0" ; \\ 22'-9z" \\ I W W I f \\\ W Z Z I ,� \ ' J J ' i � I ' ' \ � \ 111' / \ W W W ' i \\ ' a_ it \\ W / \ / \\ 10 (Yl \\ ICL a_ I q / ® _ \ I \1 cn I I I I ® 1 I 0 1 1 0 0 1TFH A I o c 1 ® I I I o I I 1 I I 1 I I I ---___— GRADE I I GRADE GRADE GRADE t I t l I I I I ------- --------------------- 1 1 I I --- L--____ --------------------__ --------------- __ ___-1-L---------L ---------------------------------Z ------Zf----- PROPOSED ------------------------ � FRONT ELEVATION PROPOSED REAR ELEVATION 1/8"=1'-0" 1/8"=1'-0" Q C� Q MAXIMUM BUILDING HEIGHT g 40'-0" / 53'-10" \ / \ Q I WIIz d I — o 1 N --------------- ------------ .- W ' i/ \\\ ' 1 I W I ,i \\ 1 SEAL 4 cn cn -17 97 Qso / / \\\ � /�J //(✓ y, �cam\ o00 I I o o I I I 00 ------- I I GRADE GRADE I 00 p Cow ti Y i U 00 w CD 2 00 U PROPOSED RIGHT SIDE ELEVATION cl Q O w 00 O = y. } MAXIMUM BUILDING HEIGHT ____—_____ w w o w i \\\ U) Z Z Q p J LLI '\ Q = p = ZI \`\ Lo IZ m 0 C14 1 =� U) ' ; w U a ' � a z O i /' \\\ t 0 W ICY I ; o Q' 1 / \\ I ED 4s" ,� — \\\ Q5o Z J Z O \ 0 J o N I ® I W 0 �- I 4 z = zwil o i I o Q co Ur �I �. r- I GRADE GRADE I Q v 0 I i i o 0 W x 2 w (V ------- --------------------------------------------Y----------------� Q W M i a 0. U ¢ !— 0 DWG NO PROPOSED LEFT SIDE ELEVATION 1 1 i GENERAL NOTES GENERAL: % AIrEf4DfirX ��' 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM'THE BUILDING DEPARTMENT. R0r0lbl:, D mGm �--- 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE LLI I AS WELL AS ALL CURRENT NEW YORK STATE CODES 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OF CONSTRUCTION THAT DISAGREES)WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOVV THIS PROCEDURE AND ILAN e. CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIDILITY AND LIABILITY f.: ARISING THERE FROM. ME CHANICAL NICAL CO DE NOTE : MADE UNLESS ANY PART OF THESE P LAN SS HALL BE M U ES TO DE F R HANG MECHANICAL CO 0 0 C TH THE MEC C 4. NO DEVIATIONSTHIS PROJECT SHALL COMPLY WITH ING DEPARTMENT. FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILD! NY.STATE,CHAPTERS 12 THROUGH 24. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCFRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT O)R ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY!COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 1610 PARADISE SHORE ROAD 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS IPROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY SOUTHOLD , NEWYORK WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHHN DESIGN GROUP LLC. 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPEIRVISION OF WORK AND ENERGY CODE NOTE: IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. COMPLIANCE WITH: 1 TITLE SHEET & PLOT PLAN 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GEENERAL REQUIREMENTS OF ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION PLAN FIRST FLOOR PLAN THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATCIONS/REQUIREMENTS 2 D. 12TIIT IS HOE INOTO BE ENTT OF THESE PLANS TO EXPLAIN THE REQUIFREMENTS OF THE PROPOSED NOTE ' CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE[DURING CONSTRUCTION ROOFTHAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. 3 PLAN , WALL SECTI0N 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINIEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. SECTIONS & RISER DIAGRAM SHALL BE IN ACCCORDANCE WITH SECTION R316. 4" 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITCH SECTION R702 AND NOTE:EXTERIO ACCORDANCE TFH SECTION R703 16.THIS PROR CT COMPLIES W THEWALL COVERINGLNEWIYORK STATE 2020 RIESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 5 ELEVATIONS �c BE VARIFIED IN THE FIELD BY THE CONTRACTOR, MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AND RECEIVED DISCREPANCIES SHALL BE PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, 6 NOTES & DETAILS ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECNRICAL CODE IMMEDIATELY REPORTED TO THE ARCHITECT. �s CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY z FOR R HALL BE D.F.#2 OR BETTER UNLESS OTHERVMSE NOTED U.O.N. SHALLRBE ER INCLUDED AS IF THEY WERE INDICATED ON PLANS. ENERGY SEALING D E TA I L S � O 1. ALL LUMBER S (U.O.N.) I-_ 0 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRAEDE. (U.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL.TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 8 BRACED WALL PLAN 2-2"x 6" U.O.N. BUILDINGS. L) 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. S 200 11' 20° W 9 NOTES & DETAILS 90�0°' z 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) - - 0 D M 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,ANDBATH TUBS.(U.O.N.) N 10 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUMII OF 4"BEARING. NOTES & DETAILS f [,- - 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ I f MODELS NUMBERS ON PLANS. I SEAL 11 �D 9. PROVIDE ATLEAST(1)IMNDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY NOTES & DETAILS ER RC ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BLUILDING CODE I �� �5���N K. TFy�j SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GiRADE LEVEL WHEN GRADE � 1• TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH 2NOTES & DETAILS M OF 20"(OPERATION W/0 NEED FOR TOOLS)BOTTOM OF OPPENING @ 44"MAXIMUM A.F.F. 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. �� _ ALL GLAZING SHALL COMPLY WITH SECTION R308. I I op 1 A R ^it ~�+� 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS 31 .5TOR311.5.7 0- o :c=✓y0 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE VVARM-IN-WINTER SIDE OF THE PROP' O F N E� PLAT. INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING I ELEMENTS OF THE BUILDING THERMAL ENVELOPE IIN ACCORDANCE WITH SECTION N1102. 22.8' 5t.3' 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. i ELECTRICAL: I PROPOSED 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE I GEOGRAPHIC TABLE DESIGN REQUIRMENTS 1STORYFRAME NFPA 70 NATIONAL ELECTRICAL CODE DWELLING i 00 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CER TIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE I w THE PROJECT IS WITHIN A HURRICANE PRONE REGION,CLIMATE ZONE 4A 17.0' 1 r OF WORK. w 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAIPTERS 34-43 23.5' 12.3' _ PROPOSED c v _ _ COVERED PORCH , AND LOCAL BUILDINGDEPARTMENT. TABLE R30 1 1 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �° 0 CD 4. SMOKE DETECTITION AS PER N.Y.S.CODE SECTION R314. i ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND)HARD WIRED. i 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN W 22.9 15 W GROUND FREEZING ANNUAL - I _ 0 0 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE O)F HANDLING THE IMPOSED LOADS OF d TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD o 0 PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SNOW LOAD SPEED BORNE-BORNE CATEGORY ° FROST LINE TEMP INDEX TEMP 0 RAPHIC WIND DEBRIS WEATHERING, TERMITE REQUIRED o FOUNDATIONS, CONCRETE AND MASONARY: 1 MILEMPH EFFECTS k REGION DEPTH o Q , W Y Y 20 PSF 130vult NO NO FROM THE COAST B SEVERE 3 FEET HEAVY 15° YES INSERT FLOOD 599 51° a� I W 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBIED SOIL. BOF ZONE OR N/A ' o 22 I � _ O O O 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SO.FOOT. Co I i U) > w w w 3. FOOTINGS TO REST A MIN T-O"BELOW GRADE. U.O.N.STEEP FOOTINGS @ 1:2 RATIO I F- I Q z z (1'RISE MAX) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS , ; oo o J w 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCCEMENT SHOWN ON i ¢ i Q O O PLANS. (U.O.N.) ALTITUDE INDOOR DESIGN o ~ � > WINTER SUMMER HEATING;TEMPERATURE _I_ __ __ __ __ __ _ __I ti - 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION VWALLS UNTIL FIRST TIER OF ELEVATION LAT HEATING COOLING CORRECTION DESIGN TEMPERATURE DINFFERENCE o �� ° 00 N Q FRAMING OR PROPER BRACING IS IN PLACE. FACTOR TEMP COOLING N 19 06 50 E 90.00 m 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWNV ON PLANS. 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLLED SOLID WITH CONCRETE. 98 FT 400 N 15°F 85°F 1.00 68°F 75°F 53°F PARADISE SHORES ROAD W ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ UZ SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY W 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STFRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINEED. 3,500 P.S.I.GARAGE SLAB I EXPOSED SLAB ON GRADE/POOURED STEPS. 10°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 45-55% 32 MR @ 50%RH O W () z fM 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH z J mo CV MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITHH REQUIRED INSULATION. -1 0 CV 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED INJ PLANS. PLOT PLAN W 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY(32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1/4"=f-0" 0� 0 EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE 0 W W O W/WEEP HOLES @ 4'4"O.C.MAX TO DIRECT ANY CONDEMSATION TO THE EXTERIOR. MEAN LOT AREA=12,665.2 S.F. Ur WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR W O 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO)EXTERIOR OF FOUNDATION GROUND FLOOD ANNUAL PROPOSED DWELLING=1425.8 S.F. Z w �I DESIGN DESIGN UNDERLAYMENT FREEZING Z = FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS W/ET SITE CONDITIONS EXCEED SNOW LOAD SPEED d TOPOG SPECIAL BORNE-BORNE FROST LINE HAZARD TEMP PROPOSED GARAGE=486.3 S.F. Q d CODE LIMITS. RAPHIC WIND DEBRIS CATEGORY 'WEATHERING. DEPTH TERMITE TEMP REQUIRED INDEX PROPOSED COVERED PORCH=85 S.F. W �- MPH EFFECTS k REGION 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. C) (n W 1 MILE 3 FEET MODERATE SEE YES NO 599 51° 0 ~ PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 130vu1t NO NO FROM THE COAST B SEVERE BOF BELOW v � � w Z M &FIRE ISLAND TO HEAVY Q c\i 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 3 0 Z w _ = w i AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. w J Q w W M 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP: a 0- a ¢ F- o 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COWPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 680 F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING, MINIMUM 75°F COOLING AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDEMITIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F,DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDUOLE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THFROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HAANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRA6DED TO MEET CODE COMPLIANCE. 12_ i 51'-4" 10 51'-4" A 4 6'-2" 11'-0" 10'-0.1 11'-10" 9'-4" 3'-0" 6" 7'_0." 26" 8 ," ' 0 4"x 4"POST ANCHORED ON 14"0 x 36"FTG.BELOW GRADE B (till AND 4"-6"ABOVE GRADE 3'-0" AB A 4 - 4 4 2"X 10"LEDGER BOARD LAG BOLTED x 10"PT GIRDER ._� TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. _ 8"X "VENT Eo AS PER TABLE 507.2 8"X 16"V NT o r------INST LLED AS PE-R iv INSTALLE AS PER c' RAD 1-------------------------- ------------- ---- ---- ------------------------------------------------------------- -----------, NEW 6068 SLIDER NEW 36 2 DH WIN. NEW 305 DH WIN. NEW 3052 DH WIN. I 31 & •' a !! .. a A.. w d d 4 de I • I 2-2"x12"HDR. 2-2"x12"HDR. 1 i 2fnil. " n ----- ---------------------------------------------- -------------- I r- ------- 2-2"x10"HDR. 2-2x10 HD I -----�---------------- --- -L�ITERAt$RftEfNt?r------- - ---- - ---- 1 s o I r----- - , 1 I 4. w q W/RIGID INSUL. W/RIGID INSUL. I i WL. I W/RIGID INSUL. W/RIGID INSU N i ; W I TOP&BOTTOM " ; I ¢ c� 19'-0' I 1 i 4'-8" : I ca 1 I SEE DETAILS A,B,C SHEET#11 I NEW 8 CONC.FOUNDATION WALL I I 14'-4" Z o I ' cs 50'-0" W/8 x 16 CONC.FOOTING o I I I r---------------------------I I'l >J I 'I N , H J 11'-4" KITCHEN I _ 2068 I x l c"C3 CATHEDRAL CEILING X� I cV l : cp d z� O O I wL I I �Z 2x1�2 ,hoc � � � � o oN oW � � DINING ROOM 3'-6„ L _ Or o � o Lu � n n n cn 'g � I _ I I- s W 0 I c.� c.� @ o o I : BEDROOM o LL I I MASTER 1 ; FLO©R JOISTS r--�--� = s CRAWL SPACE N ► I -� , 1 ______ 1 1 1 I " n N 0 1 9 CEILING HT. va C. CATHEDRAL CEILING LL I o NEW 8 x 16 CONC.PIER W/ o o N I Z o X o i i i i i i o i 10 TRAY CEILING o "' o I' • 1 " ^ ^ x o 18"MINIMUM HT. x o x o 1 1 o J N o r 1 r-I r� N �I �_ _ I BEDROOM LL a 24 x 24 x 12 CONC.FOOTING �, N 11 ,� I I I " I co xV x � �, � I I I I I I x � I I ,cw x0 J 2 CONCSLAB : I N cv I I I _I I I N I I iv V N s m I I : ---------� I 1 : 1 I I I I I I I SDC co p I I Q I I I 0 I 10 1 I N W II W II I I W I I I \ I I oo L--------------------------J ' C.1 �� b 1 7 I .: I C.M. I I � I I 1 1 REF: I I ` I I -yN 7'-1- 7-1-' 7'-1' O 06, O I I O I I 1 1 O I I I \ I I N S.D. ' e 1 8-8 8'-8' z z 2 I co DET. -' \ oErELEc 2068 POCKET N 1 x -- -- _ : 1 � 8 m I I m I I I I m n l n "eP � I I 6 I I I I = 4 X 4 C.M. NN' i . i _� i _ 4"X 4' =o LL i i i t I I F � =cnN I I o POST A a W W 1 I W I I I I LLIW LU J oLu n n n n N -------- --- I zo Q Q Q I I Q Q 1 I' I I I as Q J o , 3'-O" 5'-10°3-2"x12"GIRDER 1 1 3-2"x12"GIRDER I d -2"x12"GIRDER 1 3-2 x12 GIRDER -2 x12 GIR ER I I 1 I , aIT o< - s _ -E NTRY Y z : ------ --------- --- --- aL er I I I I I I li " _' ELEC. c) M VENT ° O NEW 1l6"x 16"CONIC.PIER W I +------------: - : T-• . - ---------� - I I - - - - - -4u_ - �, �- - Q�►1 + - - �r + 1- - - - -H��•+- -V - - - - ^ " - c� V - I ; 30 x 380 x 12 CONC.FOOTING `- I I I I I W I wu'`� p �' �D 4 X 4 ---' L-- -� 1 I 8'-O' 2068 I c.) 1 ; x z o @' u' - 3/4"x 14"LVL RIpI�E o x Z (Rc.M. M.VENT ( 4n X 4n 1 - - - " " I I c7 N c� , ' HT. POST ' MASTER n " I I I L;o l a ^ 4^ �3 in FE I I - I I I I in ZE �� ^ n �n p POST w NEW 8 x 16 CONC.PIER W/ I fl, I NEW 8 x 16 CONC.PIER W/ : I _ z g M. NT 10 �' r)p s f-I I s I l 1 1 s 1- 1+7 0 4 X 4 No oT 24"x 24"x 12"CONC.FOOTING 1 I 24"x 24"x 12"CONC.FOOTING I I "v z cs - 1 OST t4 w D W I I U W I I I I c� w .,wN 1 i I M Q W in La---y N = a 1 I '� I I i i 1-� a cm ° ZI o I ,I m > > m POST BATH s l I co 9 CEILING HT => ------- I �-1 co Q cpN U I • I QNX I I Xp I I I I Xo No cn " " 0 cn o cn I ° , „ N W I I _ V I I I I N w CC Q NEW 16 x 66 CONC.PIER W/ ; w `� o MUD � I- = U3 = I s 3-0 0 1 I I I I I o = 2""x 12"@ 16"oc N I `� D 30 x 78 x 12 CONC.FOOTING : I a I I I I I I �' z LL : 11 O' lJ 1 1 ELEC. Z I I Z 1 I I I z 9'CEILING HT. w o _ I FLOOR JOISTS _ CRAWL SPACE - I �-Q S.D. 1 I I I I I m LAUNDR �� " ci o o O I Lou -� - ---- I q� C.M. I I I I I I pN O,N I L 1 1 I 1 I 18 MINIMUM HT. x o - x 0 21'_8" X o IC p6 DET. 1 1 I I I I 9 CEILING HT. =Z zs ILL 1 1 I d 1 FvU- - J� (V o � l I I I I I o [n r p Z z 1 I I 1 2"CONC SLAB Fh I _ s I I I I I I _ s 6-2' 8'-8" r,o I 1 1 boo � wI I I I I I iow xcs Q z> L- _� I c z_� 0' � IL IL IL 1~i > IL LL LIVING ROOM LL ��� RIDGE v I - - S� ^O �5 ELEC. _ ; mc n: z M Q: - Y 1C�S.D. t2 N li N a tnl O I'- I I ° �T NEW 8'T x 16"CONC.PIER W/ I W r-- ------------------------------------- ------- - d i m co rn o cn C.M. x O x O co - co I o ----- o DET. N o o Nth In POST 1N o O I 1 24"x 214"x 12"CONC.FOOTING I - = CATHEDRAL CEILING • a d V_ - Ir 0 H N �. N M � I 1 �. I J cow � ti � d 17'-4" I r-------------------------------- --------------- ----- ; col 11'-4" NDRY �- --�, `o Q I= LATERAL BRACING c� I I NEW 8"CONC.FOUNDATION WALL ; 11 g x 0 J 17'-0" I IC ACCES,S.' I 30 ¢ U) d- - . I I W/8"x 16"CONC.FOOTING I ;o x 0 N w BEDROOM INSTALL FIBERGLASS i i n z ch jTOP&BOTTOM 1 N c' I I - ^ ^ PAN FOR WASHER& ��--------� p, O SEE DETAILS A,B,C SHEET#11 ' j I 1 ; 0 2-2 x 10 HDR. 2-2"x 10 HDR. NEW DIRECT VENT PROPANE F E BOILER - M ' --„------------------------ - - -----� I 0 4"X 4' DRYER. cv U N r- - - I IL - R C 5; w R - XTER R z¢ 1 • I A 2'"'x 12"@ 16"oc 1 1 I I a (� ---' "z33'lJ$'�LOL HD��"-�� N N AS PER M1502 E - 5/8TTYPE"X F RE BOARD r� a 10 O >w I i FLOOR JOISTS i ---"Xt(rtEDG€�R-BN'R[)- aG-BOtT D-- --- 1 I o POS� NEW 3052 DH WIN. NEW 3052 DH WI 2"x 12"@ 16"oc CEILING ABOVE BOILER _ J I I n ___ 1 I 1 �. I� s x10 16"oc 2X10' 16 oc I TO DWELLING W/1/2 LAG BOLTS @ 34 O.C. I o ( HEAT CEILING JOISTS c I o I I o AS PER TABLE 507.2 a o ; i I I R OF FTERS ROOF RAFTERS FRONT PORCH oETEcroR X co I I _ o _ o SEAL P I _ • I M I ao ; ; I ( 2"x 10"@ 16"oc o ao o PROPOSED I I I x x 1 I ( DECKING AS SELECTD BY OWNER 1 111'-0" I � I i U N EXCAVATED ; \ CEILING JOISTS N ' N VINYL SOFFIT MATE IAL ON COLIN TWO CAR GARAGEN�K TR`'y� q 1 I ___________ __ 14 1 -2"x PT 10°GIR I ; I ; 1 \// 2-2"x12"HDR. 4"X4" M L ------ J '-'-' ----- -------- 4"THICK POURED CONCRETE ' ` W/RIGID INSUL. POST - 4"THICK POURED CONCRETE SLAB WITH �//' '----- d I ---t ---r , I _ ETE SLAB WITH 1 i --- _ -13/4"x 1 7/8"LVL HD . Q • I i 6"x 6"x 1.4 x 1.4 WWM REINFORCING I i -- - ---- - - ----- --- 4"X 4" 6"x 6"x 1.4 x 1.4 WWM REINFORCING ; tia , L_________ I I OVER 6 MIL BARRIER OVER 3" I I 2-NEW 052 DH WIN. POST OVER 6 MIL VAPOR BARRIER OVER 3" u��r -< I ` I 1 R.C.A.COMPACTED BASE.R.C.A.COMPACTED BASE. T 1 i � 4 o I ;, � - PITCH SLAB TO FRONT N i °• ; 1 A -5/8"TYPE"X"GYPSUM BOARD ON ` ALL WALLS AND CEILING OF GARAGE 4 CD 4"x " POST ANCHORED i s° i i T 4 „ - 0 B - 4 x 4 POST ANCHORED N 14" x 36" FTG. BELOW G DE i i ; i B 14"0 36" FTG. BELOW G AD z 2"x 12"@ 16"oc 2"x 12" 16"oc AN 4"-6"ABOVE GRADE ' d ' ,� 1 rR00F RAFTERS . - ; AND -6 ABO E GRADE o ROOF RAFTERS = 0 5_5 5'_�„ 5'-9�" j I IL I d i -co,', o � A 2"x 12"@ 16"oc c� CEILING JO10 ISTS NEW 8"CONC.FOUNDATION WALL I ° W 8"x 16"CONC.FOOTI G i 5 9" 11'-3" z N 112'-4" 17'-0" I i / ; I 00 0 20'-8" I ^ I _ 1 1 M Y ' I I c0 211-4" 00 W 4 I I 1 I co 2 Co U A 16'-0"X 8'-0"GARAGE DOOR a / / i 2-13/4"x 14"LVL HDR. L-----------------------------0ROPPMTOVNDATIONWAI.t---------------� 6'-2" 2'-9" 6'-0" 5'-6" 2'-9" T-O" 16'-0" 3'-0" Q 2'-102" 16'-3" 2'-102" 12'-4" 17'-0" 22'-0" w 22'-0" cr O Ir 51'-4" r O} >- cn � w w o w cnz wz PROPOSED FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN o Q o 1/4"=T-0" 1/4"=1'-On U) 8" _ Lo CONCRETE WALL NOTES: WINDOW & DOOR SCHEDULE 1 ST FLOOR LIGHT & VENTILATION REQUIREMENT'S 1ST FLOOR (.0 � � m t EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER ' WORK AS MAYBE NECESSARY TO THE DEPTHS AS SHOWN ON THE WINDOW QUANTITY ROUGH OPENING CLEAR OPEN ROOM NAME AREA LIGHT (8%) VENTILATION 4% W 1/2"A.B.@ 48"O.C.WITH DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL REIVINKS S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED NEW CONSTRUCTION NOTE: U ' 3"x 3"x 1/4"PLATE WASSHER HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. 3052 9 3'-2 1/8"x 5'-4 7/8" 33 7/8"x 281/4" EGRESSS LIVING,DINING,KITCHEN 487.7 S.F. 39.0 S.F. 56.48 S.F. 19.5 S.F. 28.24 S.F. z 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE w c 3052 2 3'-2 1/8"x 5'-4 7/8" 33 7/S"x 281/4" BATH, SAFETY GLASS BEDROOM 124.7 S.F. 10.0 S.F. 24.06 S.F. 5.0 S.F. 12.03 S.F. ------------- 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT _____________ TO BE REMOVED WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW'YORK 0 2"x 6"SILL PLATE MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE 3832 1 3-101/8"x 3'-4 7/8" 41 7/8"x 16 1/4" KITCHSEN BEDROOM 124.7 S.F. 10.0 S.F. 24.06 S.F. 5.0 S.F. 12.03 S.F. STATE. CONSTRUCTION NOTES. FOOT WITH A MINIMUM OF 3'-0"COVER. C13 4 2'-0 5/8"x 3'-0 1/2" 18 5116"x 14 7116" ATTIC MASTER BEDROOM 164.8 S.F. 13.2 S.F. 24.06 S.F. 6.6 S.F. 12.03 S.F. 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 0 W V z CONCRETE WALL EXISTG STRUCTURE WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEV/VYORK z O 3. ALL CONCRETE SHALL BE 3,500 P.S.I. 3068 1 36"X 80" LIVING;ROOM _l m 4. WHERE THE WALLS ARE POURED TO GRADE AND DAMPROOFED THE 2868 1 22"X 80" LAUNIDRY BATH 40 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE STATE. J cl J o N q _ 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLEID IN Q a zo cli ALL LUMBER THAT COMES IN CONTACT NTH CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE 2668 4 30"X 80" BEDROOM,MUD MASTER BATH 84.4 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE ACCW M I CONCRETE SHALL BE A.C.Q.LUMBER. SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL 2068 8 24"X 80" CLO LEGEND 1MTHOSECTION R308 RDANCE WITH SECTION R613&ALL GLAZING SHALL CIOMPLY > 0 TO BE FREE OF WOOD,TRASH,ETC. 20 SL 2 24"X 80" MASTEER BATH 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION >� W O 3/4"OSB SUB FLOOR GLUED AND NAILED 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS 16'GARAGE 1 36"X 96" FOYEFR DOOR W/SIDELIGHTS R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316, w (D ' 1/2"A.B.@ 48"O.C.WITH AS PER MANUFACTURER'S SPECACIATIONS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED INDICATES LOCATION OF SHEAR WALL HOLD-DOWN 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE W 0 E] 1 3"x 3"x 1/4"PLATE WASHER WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS 6068 SL 1 32"X 96" LAUNEDRY/STAIRS BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#12 WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE z = z w If �? o PLASTIC CEMENT. ALL WINDOWS SHALL BE ANDERSEN 400 SERIES (TO BE INSTALLED AS PER N.Y.S.CODE) INSTALLED IN ACCORDANCE WITH SECTION R703.4 �I c' 6. ALL CONCRETE FOOTINGS TO BE:PROVIDED WITH(2)#5 REINF. ALL FASTENERS SHALL BE INSTALLED WITH STRICT 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE W W Q =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310).1.1 WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK U) W N 1.MIN.7"EMBEDMENT INTO CONCRETE 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF ACCORDANCE W MANUFACTURER SPECIFICATIONS � RIM JOIST w13"SQUARE WASHERS AND END NUT SETUP STATE. � 0 Q U c) PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2) ; HOLDDOWN CONNECTION NOTE 7.INSULATION SHALL HAVE AFLAME-SPREAD INDEX OF NOTE GREATER THAN U n- Q Iw- z c ) 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR THAN 7 PERCENT. -HOLDDOWNS SHOWN ON FOUNDATION w 0 z THIS WINDOW MUST BE TEMPERED SAFETY GLASS 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN LLI w 1 OR REPLACED BY HOLD DOWNS FOR SHEARWALLS T❑ PLAN ARE CONNECTING FOUNDATION O Q U W I-� co 6'-0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. AS PER SECTION R308 OF NYS BC TO FIRST FLOOR ACCORDANCE WITH SECTION R316 a IL U CL Q � o -HOLDDOWNS SHOWN ON FIRST FLOOR 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IIN ACCORDANCE TO 12"MAX.FROM ENDS OR CORNERS 1.PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE:FOR EMERGENCY PLAN ARE CONNECTING FIRST FLOOR WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YOR2K STATE. DWG NO 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. ESCAPE.IN CONFORMANCE WITH 2O15 I.R.0 2ND PRINTING&2017 SUPPLEMENTAL TO SECOND FLOOR 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE ANCHOR BOLT SPECIFICATION SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ. FEET @ GRADE LEWEL WHEN GRADE WITH SECTION M1502 ^ TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH 10.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COWPRISING ELEMENTS ® 2 OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 414"MAXIMUM A.F.F. OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL 12 R403.1.6 FOUNDATION ANCHORAGE 2.ALL WINDOWS MUST HAVE A U-VALUE OF.35 OR LESS. BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION R318 - I PROVIDE LSSU28 JOIST HANGER @ RIDGE TO EACH ROOF RAFTER A TYPICAL @ NEW CONSTRUCTION g 4 4 1 114"x 20 GAUGE GALV. STRAP TYPICAL.20"LONG EACH ROOF RAFTER 4 r---------- ------------------------------------------------------ --------------------------------------------------------------------------- 8d NAILS EACH END EA.ROOF RAFTER I r------- I I I I I I I I I 12 I I I ROOF RAFTERS(SEE PLAN) VARIES ° I I I I 1/2"EXTERIOR GRADE PLYWOOD SHEATHING #15 FELT ASPHALT SHINGLES(AS SELECTED BY OWNER) cn of CATHEDRAL CEILING = w o w co I w I uI Tom � LL I I "HOT-ROOF"NO VENTING i - U - U i CEILING JOISTS(SEE PLAN) x o i R-30 CLOSED CELL SPRAY X 0 i x 0 x i BATT INSULATION(SEE PLAN) OPENING AND CLEAR UNOBISTRUCTED N I FOAM INSULATION IN RAFTERS N I N `" I SERVICE SPACE AS PER Mu305.1.2 I I I CLOSED CELL INSULATION TO BE VPC-HFO BY r I I - I I I VICTORY POLYMERS. ACCESS OPENING CONFORMS TO I I / I NEW YORK STATE R807 _ g AND M 140i.2 - ___, I i PROPOSED o " � - o I 2-13 4"x 14"LVL RIDGE - 0 I FASCIA v I I 2-13/4 x 14 LVL RIDGE co _ / � = i _ _ - RI GE i \`� i ODGE `V C-3 N RIDGE R-19 BATT WALL INSULATION RIDGE N 0 RIDGE i 3"CONTINUOUS SOFFIT VENT p 3T ATTIC ACCESS BACKED W/INNSULATION I I POST qV POST POST POST I / I I &R-30 CLOSED CELL RAFTER INSULATION I SIMPSON STRONG-TIE H2 / S 0 C I PROVIDE AIR-SEALING AS REQ'D 11 I @ 16"oc(EACH SIDE) L----N I I LOSED CELL INSULATION TO BE VPC-HFO BY 1 I I I ICTORY POLYMERS. I 1 Z o I " OT-ROOF"INSTALLATION NO VENTING cn I / O I o I O I o of I / to w i ? m w i m j `` ROOM OVER ROO CONSTRUCTION 9<<F ,� I ?y 0 I `. 0 xo �F� 1 w y Xo i ��2 No `���-- Z I N � ��TFy N � I � I ell, RIDGE 2„x 10"@ 16"of �' 2"x 10"@ 16"oc of s��'yF,� I ��o�� POST y��TF i ---------�` LL ROOF RAFTERI N ROOF RAFTERS �9T r-- ------- ----------- ----------- 4'�+------------ 0� -- �y - ------------- ----------- J--4p7--------- I 1 0 1 O LL �� I li ---�JP�� i--------7T yF.c I i 1 o I Z wf I OPENING AND CLEAR UNOBSjRUCTE SERVICE SPACE AS PER M13(��53 ACCESS OPENING CONFOR TO I VINYL SIDING AS SELECTED BY OWNER -------------- ----------JI ATTIC ACCESS BACKED W/INSULATI N NEW YORK STATE R807 R-3 RIGID INSULATION BOARD i !' L__________ _______ _ AS PER 20201ECC j F- m � I AND M 14012 I TYVEK BUILDING WRAP 1 1 1/2"EXTERIOR GRADE PLYWOOD SHEATHING 1 0 1 w Q Iw- w I CT 16 oc I 2"x 4"STUDS 16"oc ° � ,a o � I I 31/2"BATT INSULATION R=15.0 —� ' z m M N cow ao LL i i 1!2"GYSUM BOARD I I �`_-----_-� , 2"x 10" 6"oc x 2"x 10"@ 16"oc x o N o i 2"x 10" 16"oc 2"x 10"@ 16"oc i I I U) N ROOF RA TIERS "' ROOF RAFTERS I ROOF RAFTERS (D ROOF RAFTERS I SIMPSON STRONG-TIE FTA @ 16"oc OR 1 w a i o I 1 1/4"x 20 GAUGE GALV.STRAPPING, 1 1 EXTENDED 12" BEARING FROM FLOOR j j FRAMING EACH DIRECTION @ EACH STUD I x SEAL BRED ARC N.K. TF� 2-2"x 4"TOP PLATE 4 4 0 CT 16 oc --------------------- OF NEB I I 1 2"x 10"@ 16"oc 2"x 10"@ 16"oc i / ol ROOF RAFTERS N ROOF RAFTERS / 1 I I C4 I 1 3/4"SUB FLOOR GLUED AND NAILED i I 00 FLOOR JOISTS(SEE PLAN) w 1 L---------------------------------------------------------------I BATT INSULATION(SEE PLAN) "SIMPSON"CMSTC16 COIL STRAP OR / 1 1/4"x 20 GAUGE GALV.STRAPPING, -- ; � STRAP EACH STUD 12"MIN.BEARING WRAP STRAP UNDER SILL @ EACH STUD I l 1 I �' PROPOSED ROOF PLAN 2"x4"SILL 1 1 : o I � 1/4"=1'-0" 2"x 6"P.T.SILL j w Y Y ANCHOR BOLTS(REFER TO PLANS FOR SIZE AND SPACING) % 00 O SILL SEALER TERMITE SHIELD 1 1 w w w z 1 ialla 1 %� Qp Jw GRADE °° j [I IA 1 . j f' Q o < O i ao #5 REBAR(1/2"DIA) j —1 —III I I I I I i THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE ro U m ^1 (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. 8"POURED CONCRETE W FOUNDATION WALL 1/2"EXPANSION JOINT z 4i W 16"x 8"DP.POURED CONCRETE FOOTING ql a a a ; ��Illlillll J11_ z J o vo ED o e-,rsiA _j _I o N J Q W #5 REBAR(1/2"DIA) 3, w 0 = � 4"CONCRETE SLAB ON UNDISTURBED BASE w� of o w 0 z w I Q O 0 W W Fn r- U) w W TYPICAL WALL SECTION ~ Z 0 a. Q p � Z o � � M 3/4"=f-0" o O� J_w Q< o W ui = N � � �) M w a- 0 a wo. a F— DWG NO �• 3 • e 12 2-NEW 13/4"x 14"LVL 2-NEW 13/4"x 14"LVL NlEW 2"x 6"COLLAR TIES @ 32"OC NEW 2"x 12"RIDGE NEW 2"X 8"EACH SIDE OF RAFTER THRU-BOLTED /DECORATIVE TRIM @ 14'ABOVE F.F. NEW 2"x 12"RR 16"oc NEW 2"x 12"RR 16"oc NEW 2"x 10"RR 16"oc NEW 2"x 12"RR 16"oc 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING Z #15 FELT #15 FELT 1/2"PLYWOOD SHEATHING PROPOSED #15 FELT ASPHALT SHINGLES ASPHALT SHINGLES #15 FELT R-38 INSULATION W/ ASPHALT SHINGLES 1/2"GYPSUM BOARD. ASPHALTSHINGLES ATTIC STORAGE_________ --------------------- --------------- NEW 2"x 8"RR 16"oc R-19 BATT WALL INSULATION NEW 2"x 12"RIDGE CATHEDRAL CEILING #15 FELT 1/2"PLYWOOD SHEATHING &R-30 CLOSED CELL NEW 2"x 10"CEILING JOISTS @ 16"OC PROVIDE AIR SEALING AS REQ pSULATION ASPHALT SHINGLES CLOSED CELL INSULATION TO BE VPC-HFO BY "HOT-ROOF"NO VENTING VICTORY POLYMERS. NEW 2"x 10"CEILING JOISTS @ 16"OC R-30 CLOSED CELL SPRAY "HOT-ROOF"INSTALLATION NO VENTING NEW 2-2"x 6"TOP PLATE FOAM INSULATION IN RAFTERS R-38 INSULATION W/ NEW 2-2"x 6"TOP PLATE I i i I I I I I NEW 2-2"x 6"TOP PLATE CLOSED CELL INSULATION TO BE VPGH 0 BY 1/2"GYPSUM BOARD.-1 WRfir- r t LLL--JL--L— NEW 2"x 6"STUDS 16"oc - NEW 2"x 6"STUDS 16"0c HDR AS PER PLAN NEW 2"x 6"STUDS 16"oc 1/2"CDX PLYWOOD SHEATHING R-19 INSULATION W/ -9 R-19 INSULATION W/ 2-2"x 10"HEADER WRAPPED WATERTIGHT 1/2"CDX PLYWOOD SHEATHING R-19 INSULATION W/ 1/2" CDX CDX PLYWOOD SHEMTHING VAPOR BARRIER 1/2"GYPSUM BOARD. 1/2"GYPSUM BOARD. NEW 2"x 6"CEILING JOISTS @ 16"OC VAPOR BARRIER 1/2"GYPSUM BOARD. R-19 INSULATION W/ VAPOR BARRIER R-3 RIGID INSULATION BOARD 4"X 4"ACQ POST W/DECO R-3 RIGID INSULATION BOARD 1/2"GYPSUM BOARD. R-3 RIGID INSULATION BOARD SIDING AS SELECTED BY OWNER KITCHEN LIVING ROOM COLUMN ENCLOSURE SIDING AS SELECTED BY OWNER BEDROOM �, " CLO BATH CLO BEDROOM SIDING AS SELECTED BY OWNER CATHEDRAL CEILING CATHEDRAL CEILING 3/4-SUB FLOOR GLUED AND NAILED 3/4"SUB FLOOR GLUED AND NAILED 9'CEILING HT. 9'CEILING HT. 9'CEILING HT. 3/4SUB FLOOR GLUED AIND NAILED Z NEW 2"x 12"FLOOR JOISTS @ 16"OC 2"X 10"P.T.LEDGER BOARD LAG BOLTED NEW 2"x 12"FLOOR JOISTS @ 16"OC NEW 2"x 12"FLOOR 101STTS @ 16"OC TO DWELLING W/SILL SEALER ASP R TABLE 507.22"LAG BOLTS @ 34"O.C. 0 SILL SEALER SILL SEALER R-38 INSULATION W/ ~O TERMITE SHIELD 1/2"GYPSUM BOARD. TERMITE SHIELD TERMITE SHIELD (— ANCHOR BOLTS 1/2"DIA x 8"LONG @ 8'oc MAX NEW 2"x 8"FLOOR JOISTS @ 16"OC ANCHOR BOLTS;1/2"DIA x 8"LONG @ 8'oc MAX ANCHOR BOLTS 1/2"DIA A 8"LONG @ V oc MAX 0 2"x 6"CCA SILL 2"x 6"CCA SILL 2"x 6"CCA SILL 0 EaaaNEW 2-2"x 10"GIRDER rn R-30 INSULATION R-30 INSULATION GRADE GRADE R-30 INSULATION R-30 INSULATION GRADE o CRAWL a GIRDER AS PER PLAN CRAWL CRAWL CRAWL N N 4"x 4"POST ANCHORED ON ti 14"0 x 36"FTG.BELOW GRADE AND 4"-6"ABOVE GRADE NEW 8"CONC.FOUNDATION WALL SEAL NEW 8"x 16"CONC.FOOTING NEW 8"CONC.FOUNDATION WALL N'IEW 8"CONC.FOUNDATION WALL " ARE D ARe K NEW 2"CONC.RAT SLAB 5 N•K. T NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING NEW 8 CONC.FOUNDATION WALL � F � NEW 2"CONC.RAT SLAB NEW 2"CONC.RAT SLAB NEW 8 x 16 CONC.FOOTING � ' NEW 2"CONC.RAT SLAB 1 Al�_ T h ,r" SECTION VIEW A SECTION VIEW B of NEB 1/4"=V-0" 4 1/4"=1'-0" 4 CD o M W � Y U 00 W c0 2 00 U M 0 Q O Irf ROOF , 4"0 VENT THROUGH ROOF ��� LI.I Of � � I 0 O 0 I j 0 Z of Z Table P3201.7 j Q of SIZE OF TRAPS FOR PLUMBIING FIXTURES QO o0 ern I I / O) n r` PLUMBIPJG FIXTURE TRAP SIZE j O) 0 m (MIN. IN. ) PLUMBING 2" 1 2"0 VENT I 2" BATHTUB (with or withouit 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. ------r---------- -----,---------1 r--- ---r-----1------7-------� shower head and/or 1 1/2 1 1 1/2" 1 1 1/2" 1 1 1 I 1 1 1 1/2" I W whirlpool attachments 2.ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. I I I 1 1/2" 1 1/2" 1 1/2" 1 112" I 1 I I I I C) Bidet 1 1/4 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, W.C. LAv NEW KITCHEN LAv LAv W.C. i Z ALL SOLDER SHALL BE LEAD FREE. i D.W. WASHER j W Clothes with standpipe: 2 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2"INSULATION. sHowER 2" sHowER F.A.I. Dishwasher(on separates trap) 1 1/2 5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER. 1 ST FLOOR j 0 W (� O M 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., / Z t� J z O Floor drain 2 C.O. J C) _.l O N 2" 2" 2 2" 2" m STATE BUILDING AND ENERGY CODE. C.O. C.O. / J Kitchen sink(one or two TO APPROVED SANITARZY W 0 traps, with or without SEPTIC SYSTEM. dishwasher and food waste 1 1/2 Sec.P3103.1-Roof Extensions 0 0 _ disposer) Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated 4"0 C.I. j > W 0 O Laundry tub 1 1/2 snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, 4"C.I.House Trap In one or more compartments) observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than Pit W/Stl Cover W 0 Z W II Lavatory 1 1/4 7'-0"above the roof. Z (1) 0 Q) ower a s e on a o a Sec.P3103.2-Frost Closure W W flow rate through Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or WATER SUPPLY&DISTRIBUTION NOTE: W W W showerheads and bod s _ I- Q ra s) wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not Y Y 1.SERVICE FOR NEW BATHROOM'S WILL BE TAKEN 0 Flow rate: less than 1 foot inside the thermal envelope of the building. FROM THE EXISTING WATER SERVICE. c~� 81 Q W Z cM 5.7gpm and less 1 1/2 W N more than 5.7gpm up tco 12.3gpm 2 O W W Q U W C? 2.WATER DISTRIBUTION PIPING&FITTING SHALL Z _ = w more than 12.3 m u to 25.8 m COMPLY WITHR.C.O.N.Y.S.TABLEP2904.5WATER gP p gP 3 DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 a. o- U (1 Q a >n more than 25.8gpm up to 55.6gpm 4 PIPE FITTINGS,FOR MATERIALS. DWG NO e 4 12 i RIDGE HT. RIDGE----------------------------- HT. UG1111 AL�CDY Arty SP RIDGE HT._-- GI NEW CA N 12 NE RIDGE HT. C13 12 - 10 CA MN' --- ------------ / WI QOINGI ES SI N N 2 Ei ECTED,kS CAIN' E OW E F1 I- -IN rIN M EW SI IN M AL 00 CEILING HT. -r) N - CEILING HT__ ;ELECT ID S Eft OW E E SIE IN a EkECTE D S o, WINDO HT. WINDOW HT. N W N W N W N ER OWE INE ---- --- 3052 DH 3 52 D 3 552 DH 30 Q H WI 0 0) _ o I� N IDIN o SE ED S PEP OWNER � � ~ LLU J ff N IDI G ED L 11 PE E WN R F.F.HEIGHT - F.F.HEI T - GRADE: n GRADE GRADE GRADE I I I I L--------------- I I b I NEW 8"CONC.FOUNDATION WALL i i i i i NEW 8"CONC.FOUNDATION WALL i q i NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL I 9 Z M 1 I I I ___________ _________________________________________________________ ___—__________________________________________—________ B.O. DOTING r NEW 8"x 16"CONC_FOOTING --------Z:x - r-----------� r- r NEW 8"z 16"CONC.FOOTING _____________-----__� - B.O.F OTING - ---_-_----_-----___________NEW 8"x 16"CONC.FOOTING ----_----------------------------------___---NEW 8"x 16"CONC_FOOTING B.O.FO �IG- L---------------- --I------------L-- -----------1--------------------------------------- - - --- ------- O 4" POST ANCHORED ON o 14"O x 36" FTG. BELOW GRADE AND 4"-6"ABOVE GRADE co co z - o co L N w PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION 1/4"=1'-0" = SEAL ��RED ARC/x K. y4 0 F NEB RIDGE HT. RIDGE HT. c ---------------------- -------------------------------------------------- M w � Y U 0o w 0o 2 C? U M r- NEW As WAIT CD Nit- NE 13 IT CASM N' 12 WI DO Q 10F O SI G _ NEWAS O O O I SE ECT D AS ASI HACI V5 �EIOIANER w w w -- cnZ pZ _ — Q �J --J{ _ CEILING HT. co - a -------- -- NCD ti FT m N co NEWHT. WIN OW HT. ---- --- ---- --- NW NW N t MAINW NW 3NW 5 W 3 52 DH 3 52 H SLIDER 3 52 H 3 52 H 3 N 0 D O 11V ND I ND A_I 0 NDD z o NEW SIDING W a, I SEL C ED A 0 o V PER DWNER r` ti N S DINLff SE E TED Z J 0° N SE ED S PE WN R J J O N N IDIN i PER 0 NE -) Q W SELECTED SS F.F.HEI T F.F. EIGHTON(JSIEIIAGW> PE QWNE I --- - -- --------- -- SS0 NR Q W O GRADE GRADE GRADE W 0 0 i 1 11 Z = (� ¢ d- NEW 8 CONC.FOUNDATION WALL I I I I NEW 8"CONC.FOUNDATION WALL j o Q j NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL j NEW 8"CONC.FOUNDATION WALL j (n �) _______ ____ _ i i i i 1 zn I I I W W W ---------------------- -- ------ ---------------------------------------------------------- -------------- ------------ ---------------------------------------------------------------------------------------- ------------------------------- rL - NEW 8"x 16"CONC.FOOTING r , r NEW 8"x 16"CONC.FOOTING B.O.FO ING B.O. DOTING r NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC FOOTING , 0 L---------------------------------------------------------------------------------L —L-------------- -----------------------------------I — C) M Q w Z M 4"x 4" POST ANCHORED ON 0 w w I Q w 14"0 x 36" FTG. BELOW GRADE °- " a' Q ~ of 'n AND 4"-6"ABOVE GRADE DWG NO . PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION l 5 1/4"=f-0" 4 -0' 12 i ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. I ROOF SHINGLES - I 1"AIR SPACE I #15 FELT PAPER ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV. 1"x 2"BLOCKING. — I 1/2"CDX PLYWOOD ' PLYWOOD SHEATHING. STRAP COMMON NAILS WITH IN EACH I I #15 FELT PAPER END OF STRAP. I 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH I END OF STRAP. SIMPSON 24"MIN. H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLIED WITH STRICT ACCORDANCE W/MANUFACTURER�SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL I FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS END OF STRAP. ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR DETAIL. "A" DETAIL ��B" BY SIMPSON OR APPROVED EQUAL. DETAIL "C" 0 D ETA I L "D" ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.802.3 R.802.3.1 R.905.1.2 R.802.3.1 R.802.5.1(9) R.802.3.1 R.802.5.1(9) L 14 MAX. L 5/8"TYPE"X" GYPSUM BOARD 2'-0"MAX CAN'T 5/8"TYPE"X"GYPSUM BOARD 1'-4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"x 4" FRAMED WALL. TYPICAL STRAP DOWN WALL STUD WRAPPED z., INSULATION SHALL FILL FLOOR CAVITY TO UNDERSIDE OF FLOOR JOISTS& � SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. R-15 MINERAL FIBER INSULATION BACK DOWN WALL STUD PARTITION. BETWEEN HEATED & NON-HEATED THOUGH BOLTS V-4" "' SPACES, HEADER 11 1/2"INSULATION STEEL PLATE FIBER STRONG RIM BOARD BY -- --- MANUFACTURER @ END OF JOISTS. 1 114"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT Z 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d AS PER PLAN VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS O STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH COMMON NAILS IN EACH END OF STRAP.UP AND 0 END OF STRAP. OVER FL JOISTS&DOWN WALL STUD w AS PER PLAN U) " " DETAIL H DETAIL E DETAIL F DETAIL "T "Hill ° N CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2 =1-0 FIRE SEPARATION @ GARAGE WALL N.T.S. HEADER W/STEEL PLATE DETAIL 1/2"=1'-0" Lu SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED UL Design No.U333 SEAL SHEATHING NOTE ��RED ARCS SIDING ALL STAIRS,HANDRAILS& �5 N.K. TF FLASHING CONTINUOS VENT RAILINGS SHALL COMPLY �� ��� ., w W/RCNYS SEC.R-311 &R-312 Ct � � i'( z : i o HARDWOOD OR STEEL HANDRAIL cp BACK-FLASHING ? ^ 1 1/4"AIR SPACE U W/1 1/2"MIN.FINGER CLR.AND NOT 1/2"MIN. BLANKET INSULATION oo p TO PROJECT MORE THAN 4.5" F 0 F N ti� 3/4"AIR SPACE FROM THE WALL. 0 ROOF RAFTER w -t-* w _ U) 3/4"0 LAG BOLTS TOP BOTTOM @ 24"O.C.MAINTAIN 2"EDGE @ END DISTANCES. 9 WOOD STRINGER, M TREADS,&RISERS 0 o w PRE-MOLDED EXPANSION JOINT. 1 1/4"NOSING w w C? U II DETAIL 1111 '"MINIMUM WIDTH OF STAIRS TO BE 3'-0" to ROOF VENTILATION N.T.S. DETAIL "K" Q STAIR AND RAILING DETAIL N.T.S. 0 w w w 0 0 0 12 U) � � PORCH COL.TO HDR. @ PORCH/RAFTER/GIRDER n z wz Q 5 R.R./C.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL a o _j W 2"x 10"FLOOR JOISTS of0 Q 0 11 TECO'S 2"x6"R.R.@ 16"O.C. o 2"x6' R.R.@ 16"O.C. HEADER AS PER toZ) I,- >- 310d COMMON PLAN r- U) m 112°LAG.BOLT Sill SONN @ 24"O.C. I ST PPIIING @ 16' w Z"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMION SIMPSON� i2 E z 2-2"'x10"HEADER 6 x 6"P.T.SOLID WOOD POST w 1/2°LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY 0 COV. @ 24"O.C. SIMPSON STRONG TIE PORCH TEco's z U z M coo _1 O N ABU46 POST BASE 5/8" W Q (V 2"x6"DECKING ANCHOR BOLT � w 0 _ DECORATIVE MOLDING 44"x 4"POST ANCHORED IN PSON W W O SEE DECK LATERAL ATTACHMENT--A2"x6"DECKING 88"x 3 " STRAPPING ® 16" DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. T A BELOW GRADE _ RAND 4"- ABOVE GRADE Yz"O LAG SIMPSON t � 6-8d COMMON BOLTS @ 16" EA. w 0 z N l l N z II 66-8d COMMION HGR. u 1 112"LAG.BOLT FILLER STRIP 3-10d COMMON e" . AAB POST BASE BY SIMPSON w w � � @ 24"O.C. d w 0 ' TECO'S a U a- D U Z M w GRADE 518"ANCHOR BOLT o: DETAIL "N" DETAIL "0" 0 w W Q U w M @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL POST CONNECTION DETAIL NTS a a 0- Q � of � `d FLJ TO DWELLING PORCHIRAFTER/GIRDERCONNECTIONDETAIL N.T.S. CONNECTOR POST W/CONC. CONNECTION DWG NO DETAIL "M" 6 PORCH CONNECTION DETAILS N.T.S. 12 i THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT'TO FIT BETWEEN THE RAFTERS. FOAMS SEAL BOTH SIDES ALONG ,� CONTINUOUS BEAD RAFTfER WITH EXPANDING FOAM SEALANT. i' OF SEALANT ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS MAINITAIN EQUAL VENT SPACE VENTED AIRSPACE _ CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FORILENGTH OF RIGID INSULATION CONTINUOUS BEAD SEC.C501.1: SCOPE -ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION - OF SEALa4NT C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90%OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD WINEXPDOW P FOAM AT SEC.C501.5: REPLACEMENT MATERIALS -MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 (VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSUL)ATIOINSTAILL 1"RIGID AS AIR BARRIER WINDOW PERIMETER CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 (SKYLIGHTS) BURNING PILOT LIGHTS - CONNIECTNSULA INGSHECALLY ---- ---- - \��CONTINUOUS BEAD SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. TO RIGID I INSULATING SHEATING OF SEALANT TO BE USED. SEC. R403.1: HVAC CONTROLS - COMPLIES "'` TO RIGID INSULATION BAFFLE �� OF S-CONTEALANT INUOUS BEAD SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW'UNIT AS SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING -- CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - (COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. -CONTINUOUS MINIMAL EXPANDING C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 1 1/2"RIGID INSULATION EXPANDING F FOAM AT WINDOW'PERIMETER SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. F SEALANT SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE O CONTINUOUS BEAD SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNIT AS OF S AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS NS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. AIR BARRIER CONTINUOUS BEAD OF ADHESIVE SEC.C503: ALTERATIONS- CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE - COMPLIES WI1rH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES.. REQUIRED BY D E TA I L "A" CONTINUOUS BEAD OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. COF SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. CONTINUOUS SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT CONTINUOUS BEAD of ANT SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY ° CONTINUtOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. //�///� -FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION �i/��i,�� AIR BARRtIERWALLAS CONTINUOUS BEAD CONCRETE SLAB AS jOF SEALANT \\j�\\° AIR BARMIER COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA �.' VENTED AIRSPACE i j/\ ° 'a ATTIC INSULATION j\ - A continuous airr barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or ��' `/�� /V the building envrelope. a sealing material. Narrow cavities narrow cavities shall be filled by insulation INSTALL 11"RIGID ROUGH CUT � __ The exterior theermal envelope contains a that on installation readily conforms to the AROUND'VENTILATION CHUTE �' j General requirements continuous air Narrier. available cavity space. -AIR SEAIL PERIMETER WITH Breaks or joints i in the air barrier shall be EXPANDING FOAM SEALANT � sealed. Air sealing shall be provided between the , The air barrier inn any dropped ceiling/soffit The insulation in any dropped ceiling/soffit Garage separation garage and conditioned spaces. - AIR SEALING DETAIL FF B IF shall be aligned I with the insulation and any shall be aligned with the air barrier. gaps in the air b)amer shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building CONTINUOUS BEAD OF SEALANT Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC E N.T.S. Access openingys,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to uneconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of tthe foundation and sill plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls, Plumbing and wiring or insulation that on installation readily EXTERIOR INSULATED WALL Z shall be sealed., walls shall be insulated by completely filling conforms to available space shall extend The junction of tthe top plate and the top of the cavity with a material having a thermal behind piping and wiring. O Walls exterior walls shall be seated. resistance of R-3 per inch minimum. Knee walls shalll be sealed. O Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs RIGID INSULATION SHEATHING F- walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. "` �" DETAIL C" "R-VALUEITHICKNESS PER CLIMATE ❑ and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space betwaeen window/doorjambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER z W Windows.skylights and doors framing,and skrylights and framing shall be Electricallphone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be installed. OU N WAC register boots that penetrate building Rim joists shall include the air barrier. Rim joists shall be insulated. thermal envelope shall be sealed to the hY ~ Rim joists HVAC register boots 2 subfloor or drywall. X LEDGER ON TOP OF RIGID INSULATION The air barrier shhall be installed at any Floor framing cavity insulation shall be SEAL exposed edge mf insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor t�RE ARC 9 sprinklers shall only be sealed in a manner ATTIC INSULATION framing cavity insulation shall be permitted that is recommended by the manufacturer. Floors(including above garage and t cantilevered floors) o be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not e�, sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler ills o the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING * T h o from the bottom to the top of all perimeter floor framing members. SHEATH INTERIOR OF ATTIC ACCESS TO +1"OF INSULATION LEVEL p-------- Exposed earth tin an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue oamI l - Al Crawl space walls shall be coveretd with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION with ovedappincg joints taped. the crawlspace walls. space shall be sealed. F OF N E� ACCESS PANEL DRATABLE R402.1.2 WITH PERIMETCESSER R SCRENEL WS SNUG WITH PERIMETER SCREWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa FINISHED CEILING TRIMASREQUIRDED GED WOCLIMATE FENESTRATION SKYLIGHT b FE EST A RATION CEILIN(G WFRAME MASS WALL FLOOR BAWALLNT R-VALUE SLAB d CRA WALL CEc » » » �� 00 ZONE U FACTOR b U-FACTOR R-VALUJE R-VALUE R-VALUE �' �. ,, DETAIL D DETAIL E w SHGC b,e R-VALUE R-VALUE &DEPTH R-VALUE n _ AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T..S 00 _ 4 0.32 0.55 0.40 49 20OR13+5 8/13 19 10/13 10.2FT 10113 m - RIGID INSULATION SHEATING g 5 0.30 0.55 NR 49 20 OR 13+5 13/17 30 15119 10.2 FT 15119 " I I c0 I 20+5h g I I 6 OPTION 1 0.30 0.55 NR 49 OR h 15120 30 15119 10.4 FT 15119 I I 13+10 h I I Oa 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 309 15119 10.4 FT 15/19 ( § _ W Y Y NR=Not Required. > ' O O O O For SI:1 foot=304.8 mm. r tr �- PREFAB -o- ATTIC INSULATION = FIREPLACE UNIT W W SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED (n Z Z A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUWS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF T[HE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. RIGID INSULATION"R VALUEIDE:PTH PER CLIMATE" Q❑ J W B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS;.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. x'*' C. "l0/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR2 OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT ' Q INSULATED EXTERIOR n O ❑ O WALL."15119"MEANS R-15 CONTINUOUS INSULATION ON THE INTEERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE _ STUD WALL E- BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SIHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 r j �- CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF TEHE HOME. INSTALL INTERIOR (A m D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB ARREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. w SHEATING PRIOR TO AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR[HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. "' INTALLATION OF PREFAB MECHANICAL LATCH TO E. RESERVED. FIREPLACE UNIT ATTIC FLOOR FRAMING PRESSURE SEAL AT W F. RESERVED. G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING (� H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE ISS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION ( W O ° PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL 1. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.15.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE ❑ N.T.S. COMPRESSIBLE WEATHERSTRIPPING 0 W z M eJ INTERIOR OF THE MASS WALL. O AT PERIMETER OF ENCLOSURE z � J m O MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT .__I ❑ -J U N TABLE R402. .4 Q a ATTIC INSULATION ° MANUFACTURED PULL W � -� N EQUIVALENT U-FACTORS ATTIC TRUSS O DOWN STAIR 3: W 0 -WOOD FRAME FLOOR ASSEMBLY ❑ - CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALLL MASS WALL FLOOR BASEMENT CRAWLSPACE 3: W 0 ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR2 U-FACTOR U-FACTOR WALL WALL r W 0 b U-FACTOR U-FACTOR II 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 - - `a z rRI Q aDETAIL H W W❑5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 _ - - ` W 00 6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 - _ Lzk AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 0 ❑ A. NONFENESTRATION U-FACTORS SWELL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. EXPNADING SEALANT AT PEIMETER n. U Q Z M B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5..WHERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING W Z _ = N INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.0877 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE 0Y � Q It W ~I M ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. U 0- Q 1- U Ltd C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND-TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT DWG NO NOT EXCEED 0.360. DETAIL "F" ! DETAIL "G" 7 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 12 i FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING LL CONTINUOUSLY SHEATHED _ L CONTINUOUSLY SHEATHED _ r BRACED WALL LINE f " BRACED WALL LINE EIE11:1 I]EI:l N N M I /ElLi [ILI i I 1 � 1 too i m j m i m m l o RETURN PANEL HOLD-DOWN W + W BRACED WALL PANEL AT BWL A _ In as --- ----+--- -------- - ------------- ---------- - J� _ _ BWL A END OFRACED WALL LINE DEVICE END OF BRACED WALL LINE 1 Jo END CONDITION 1 END CONDITION 2 3 0o Z F111 1 1 I 6 1 r---------- I ; oft p C Luuj ------------------------- 11 ;t ZO Z �Inl 1 1 1 ---- 1 1 r- 1 �N Z"' o fIII III iIII ao CONTINUOUSLY SHEATHED i CONTINUOUSLY SHEATHED BRACED WALL LINE BRACED WALL L--------- _ i El vi j I I I I I I 1 I I ao I I 1 1 I I I 1 I I I I I I I r--------I I I 1 II II II I I I I ------------------------ I Ll I I 1 1 I I I I �-- ' I I I I I I I I I I RETURN W o I I 1 1 I I 1 1 1 I 48 MINIMUM BRACED WALL PANEL PANEL D "' �� 1 1 I FIRST BRACED 1 1 1 1 AT END OF BRACED WALL LINE 10 MAX WALL PANEL =z tV iof *SEE REQUIREMENTS END CONDITION 3 U W END CONDITION 4 I1 o ,W-1 REQUIREMENTS NW 1 \ I I I 1 1 I I I Inca ft CONTINUOUSLY SHEATHED BRACED WALL LINE RETURN PANEL:24"FOR BRACED WALL LINES SHEATHEID WITH WOOD STRUCTURAL PANELS 32"FOR BRACED WALL lJuj iV Z 1 1 1 1 1 1 1 � LINES SHEATHED WITH STRUCTURAL FIBIERBOARD �_ � j i i i i i i m z DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH P 1 i i i i i i QW W WOOD STRUCTURAL PANELS 32"FOR BRACED WALL Z No LINES SHEATHED WITH STRUCTURAL FIBIERBOARD 1 -------------- I 1 1 1 I I I I O o I I j i i i i i i 3 HOLD-DOWN:800 Ibs CAPACITY FASTENED TO THE EDGE OF THE � Li LJ LJ - DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND o i1 1 j i v TO THE FOUNDATION OR FLOOR FRAMING BELOW Z)--------�� b U) 1 1 I I fn fA HOLD-DOWN o DEVICE FIRST BRACED U) N '` ------J I WALL PANEL W cn j END CONDITION 5 w ti BWL C FOR SI:1 INCH=25.4MM,1 FOOT=304.8 MM,1 POUND=4.48 N BWLC --- --- ---- — ------------------------------------- --��--- ------ `li SEAL -- --�o i I i 3 - o ED ARO o J ( �W N z N �S �N.K. TFy� / o Cio Lu 11 I I I N z BWL C m 1 I 1 -------- --------- --------- I I BWL C ✓ W zr-1 1 --- _—� _-------------------_---------_—_ •—_ _---_ -- ---- 9� [ G _\Q 1 1 1 F or N I I I j I JI I I o m m 1 I I 00 Y 1 li U W p , I ULL 0p U N�r r -i �' In FIGURE R602.10.2.2 NO co 1 aC6 z LOCATION OF BRACED WALL PANELS C° /� Oft o R FOR SI:1 FOOT=304.8 M M W 1 1 1 1 1 1 V W p C Z Q=1 ( I ; irm o AfV E C m'n z BWL D Q a, 1 4Q BWL D W O W ---- --- ---------------------------- ---- r - ------ oI I o F ofW Y 1 O� 0 O O m I ( 10'MAX 1 20'MAX 10' MAX JLu z ci Z w z Q J w BWL3 BWL2 BWLI n O < O a J < 2 2 O �- �/ / ca ' Q b o Ir Wr- FIRST FLOOR BRACING PLAN I I I o z ,( w BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) 1/4"=1'-0" '� o z w o 1ST FLOOR N I I j " Z co 1 1 1 w J J 0 N Q BRACED WALL LENGTH = 9.5 0 ADJUSTMENT FACTOR = 1.00 w I o o 0 zo w 0 o ADJUSTED BRACED WALL LENGTH = 9.5 � 0 1 -m z o z J �I MINIMUM BRACED WALL LENGTH = 24" °° U' QI AS PER TABLE R602.10.5 20'MAX 20'MAX ,, �w `- NOTE:CONTINUOUS SHEATHING LLI METHODS REQUIRE ALL FRAMED Es F- Q PORTIONS OF THE BRACED / 0 U WALL LINE TO BE SHEATHED. / U - F- Q w Z ('M O tz z = 2 N ❑ w tY � Q W <) M P i o a C U a- ¢ I— o DWG NO r 8 12 i 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS FLOOR 30- FOOT MEAN ROOF HIEGHT ROOF 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(21/2"x 0.113); or 2 BRACED WALL LINES 4-8d box(21/2"x 0.113")or 3-8d common(2112"x 0.131") ;or 1 Blocking between ceiling joists or rafters to top 3-8d common 2112"x 0.131"):or Toe nail 21 Joist to sill,top plate or girder Toe nail ( 3-10d box(3"x 0.128");or ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS plate 3-10d box(3"x 0.128"):or 3-3"x 0.131"nails WIND SPEED STORY LOCATION SPACING b DWB, WSP ,SFB, 33"x0.131"nails METHOD LIB METHOD GB CS-WSP,CS-G, (MPH) (FEET) PBS, PCP, PS, 4-8d box(21/2"x 0.113")or 8d box(21/2"x 0.113") 4"o.c.toe nail BV-WSP, ABW, PFH, CS-PF 2 Ceiling joists to top plate 3-8d common(21/2"x 0.131"):or Per joist,Toe nail PFG CS-SFB c 3-10d box(3"x 0.128"):or 22 Rim joist,band joist or blocking to sill or 8d common(21/2"x 0.131");or 10 4.0 4.0 2.5 2.0 top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 3-3"x 0.131"nails 3"x 0.131"nails 20 7.0 7.0 4.0 3.5 Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.128'1;or '. 30 10.5 10.5 6.0 5.0 3 over partitions[see Sections R802.3.1,R802.3.2 ( Face nail 3-8d box (2112"x 2"x 0.131"); .);or 3-16d common 3112"x 0.162"0;or 23 1"x 6'subfloor or less to each joist 2-8d common(21/2"x 0.131");or face nail ,�:, °° 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9)] 4-3"x 0.131"nails 3-10d box(3"x 0.128");or 50 16.5 16.5 9.5 8.0 2 staples,1"crown,16 ga.,1 3/4"long 4 Ceiling joist not attached to parallel rafter Table R80251(9) Face nail 60 19.5 19.5 11.5 9.5 . . (heel joint)[see Sections R802.3.1 and R802.3.2 3-16d box(31/2"x 0.135");or Blind and face nail <120 1 7.5 7.5 4.5 3.5 and Table R802.5.1 9 24 2"subfloor to joist or girder ( )I 2-16d common(3112"x 0.162") 20 14.0 14.0 8.0 7.0 5 Collar tie to rafter,face nail or 1 1/4"x 20 ga. 4-10d box(3"x 0.1281;or Face nail each rafter 30 20.0 20.0 11.5 9.5 3-10d common(3"x 0.1481;or 3-16d box 31/2"x 0.135" ;or 40 25.5 25.5 15.0 12.5 ridge strap to rafter 4-3"x 0.131"nails 25 2"planks(plank&beam-floor&roof) ( ) At each bearing,face nail 50 31.5 31.5 18.0 15.5 2-16d common(31/2"x 0.162") 60 37.5 37.5 21.5 18.5 3-16d box nails (31/2"x 0.1135");or 2 toe nails on one side and 1 toe nail 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.1481;or 3-16d common (31l2"x 0.162") on opposite side of each rafter or 26 Band or rim joist to joist 4-10d box 3"x 0.128" ;or End nail 10 NP 11.0 6.5 5.5 4-10d box(3"x 0.128"); or ) ) ( ) 20 NP 20.5 11.5 10.0 43"x 0.131"nails truss 4-3"x 0.131"nails;or 4 .1 12"x 0.135");or 4-3"x 14 ga.staples,7/16"crown 30 NP 29.0 17.0 14.5 Toe nail 40 NP 38.0 22.0 18.5 3-1 Od common(31/2"x 0.1148'); or 20d (4"x 0192") Nail each layer as follows:32"o.c. 4-10d box(3"x 0.128"); or common . ;or at top and bottom and staggered. 50 NP 47.0 27.0 23.0 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 7 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 60 NP 55.5 32.0 27.0 roof rafter to minimum 2"ridge beam 3-16d box(31/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 2-16d common(31/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3.10d box(3"x 0.1281; or 2-20d common(4"x 0.192");or Face nail at ends and at each 20 8.5 8.5 5.0 4.0 3-3"x 0.131"nails 3-10d box(3"x 0.1281;or splice WALL 3-3"x 0.131"nails � 30 12.0 12.0 7.0 6.0 4-16d box (31/2"x 0.135'�;or :�, 40 15.5 15.5 9.0 7.5 8 Stud to stud(not at braced wall panels) 16d common (31/2"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x 0.162');or At each joist or rafter,face nail 50 19.5 19.5 11.0 9.5 2ND FL lod x x ;or 16"o.c.face nail 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0 3"x 0.131"nails 4-3"x 0.131"nails 16d box(31/2"x 0.135");or 12"o.c.face nail 1 O 8.5 8.5 5.0 4.5 9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails 29 Bridging to joist 210d(3"x 0.128") Each end,toe nail wall comers(at braced wall panels) 16"o.c.face nail 5130 20 16.0 16.0 9.5 8.0 16d common(31/2"x 0.162") NUMBER AND TYPE •� 30 23.0 23.0 13.5 11.5 16d common 31/2"x 0.162" 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0 10 Built-up header(2"to 2"header with 1/2"spacer) ( ) OF FASTENER a,b,c • Intermediate 50 37.0 37.0 21.5 1 18.0 1ST FL 12"o.c.each edge face nail c e 16d box(31/2"x 0.135") Edges su ports' 60 44.0 44.0 25.0 21.5 11 Continuous header to stud 5 8d box(21/2"x 0.113");or toe nail (inches) inches) 10 NP 13.0 7.5 6.5 4-8d common(21/2"x 0.131"); or 20 NP 24.0 13.5 11.5 4-10d box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing Z [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 12 Top plate to top plate 16d common(31/2"x 0.162") 16"o.c.face nail 40 NP 44.5 25.5 22.0 00 10d box(3"x 0.128");or 12"o.c.face nail i 50 NP 55.0 31.5 26.5 3"x 0.131"nails 6d common(2"X 0.113')nail(subfloor,wall) O 8-16d common 31/2"x 0.162" ;or 60 NP 65.0 37.5 31.5 Double top plate splice for SDCs A-D2 with ( ) 30 a"- 8d common(2112"X 0.131")nail(roof); 6 12 t W 12-16d box(31/2"x 0.135");or face nail on each side of end joint 2. j seismic braced wall line spacing<25' 12-10d box(3"x 0.128");or (minimum 24"lap splice length each or RSRS-01;(2 e x 0.113)nail(roof) 10 5.5 5.5 3.0 2.5 Cf) co13 12-3"x 0.131"nails side of end joint) 8d common nail(21/2"X 0.113"); Ln 20 10.0 10.0 5.5 5.0 z Double to late splice SDCs DO,D1,or D2; 1, j p p p 12-16d(3112 x 0135") 31 32�_1„ or RSRS-01;(2 s x 0.113")nail(roof) 6 12 f �ak 30 14.0 14.0 8.0 7.0 to N and braced wall line spacing>25' 14 Blocking between ceiling joists or rafters 16d common (31/2"x 0.162") 16"o.c.face nail _ 40 22.0 18.5 13.5 9.0 ' w - 50 22.5 22.5 13.0 11.0 � ti to top plate 60 26.5 26.5 15.0 13.0 16d box(31/2"x 0.135");or 12"o.c.face nail 3"x 0.13t"nails 3P 18"-1�" 10d common(3"X 0.148")nail or 8d(2 Z' 6 12 10 10.0 10.0 6.0 5.0 SEAL x 0.131 deformed nail 3-16d box "31/2 x 0.135 or 3 each o.c. ace nail 15 Bottom plate to joist,rim joist,band joist or ( � ;� h 1 f 5140 20 18.5 18.5 11.0 9.0 "\��E A RC,y 2-16d common(31/2"x 0.162');or 2 each 16"o.c.face nail blocking at brace wall panel) {,- 30 27.0 27.0 15.5 13.0 'J�� N K TFy /I 43"x 0.131"nails 4 each 16"o.c.face nail 4-8d box(2112"x 0.113");or Other wall sheathing 9 =' 50 43.0 43.0 20.5 21.0 ), 4 17.0 QZ r1 '2; o 3-16d box(3112"x 0.135");or 3� 4-1 0d box 3"x 01128°o or 1 T;or 2" 'g 9 + ' Toe nail 60 51.0 51.0 29.0 25.0 ( ) 33 z structural cellulosic 1' galvanized roofing nail, 16 Top or bottom plate to stud 4-3"x 0.131"nails fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5 - head diameter,or 1�'long 16ga.staple 3-16d box(31/2"x 0.135");or with 1-"or 1"crown 20 NP 27.5 16.0 13.5 9�F c o AO 2-16d common(31/2"x 0.162");or End nail 30 NP 39.5 23.0 19.5 OF 3-10d box(3"x 0.128");or 34 231"structural cellulosic 1 t"galvanized roofing nail, 40 NP 51.5 29.5 25.0 3-3"x 0.131"nails fiberboard sheathing 3 6 �"head diameter,or 1' Ion 16 a staple le 50 NP 63.5 36.5 31.0 3-10d box(3"x 0.128");or ,s �� 9 9 • P 17 Top plates,laps at comer s and 2-116d common(3112"x 0.162');or Face nail with+s"or 1"crown 60 NP 75.5 43.0 36.5 intersections 3-3"x 0.131"nails 35 z"gypsum sheathing d 1 'galvanized roofing nail;staple galvanized, 3-8d box(21/2"x 0.113");or , TABLE R602.10.3 2 18 1"brace to each stud and plate 2-8d common(21/2"x 0.1311; or Face nail 1 J"long,l a'screws,Type W or S 7 7 2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 2 staples 13/4" 6, d 1 t"galvanized roofing nail;staple galvanized, 36 a gypsum sheathing a b 19 1"x 6"sheathing to each bearing 3-8d box(21/2"x 0.1 t 3 T;or 18"long, Type W or S 7 7 ADJUSTMENT FACTOR 00 U 2-8d common(21/2"x 0.131"); or Face nail ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE AAETHODS 2-10d box(3"x 0.128");or TABLE R602.10.3(1)BY THIS FACTOR] 2 staples,1"crown,16 ga.,1 3W'long M 3-8d box(21/2"x 0.113");or Wood structural panels,combination subfloor underlayment to framing ONE-STORY B 1.00 3-8d common(21/2"x 0.1311; or STRUCTURE C 1.20 3-10d box(3"x 0.128");or 3„ 6d deformed(2"X 0.120")nail; D 1.50 20 Tx 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail 37 a and less or 8d common(2�x 0.131")nail g 12 TWO-STORY B 1.00 Q Wider than 1"x 8" 1 EXPOSURE CATEGORY C 130 O 4-8d box(21/2"x 0.113); or 1 STRUCTURE W 3-8d common(2112"x 0.1311 ;or 38 8„_1" 8d common(2 Z"x 0.131")nail D 160 W Y Y 3-10d box(T x 0.128' ;or or 8d common(2 2"x 0.120")nail 6 12 W 4 staples,1"crown,16 ga.,1 3/4"long THREE-STORY C 1.40 O O O + + 10d common 2' X 0.148' nail; STRUCTURE D 1.70 co 39 1 Is' 1 a' ( � W W o W or 8d deforomed(2 2"x 0.1201 nail 6 12 <_5 FEET Z 0.70 0 ROOF ONLY 10 FEET 1 15 FEET 130 1.00 Q O o O 20 FEET 1.60 a U) <_5 FEET 0 85 ALL METHODS C) � } 2 ROOF EAVE TO-RIDGE 10 FEET 1.00 ROOF+1 FLOOR , m HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30 W 2020 RESIDENTIAL CODE OF NEW YORK STATE !-5 FEET 0.90 U 10 FEET i.00 Z TABLE R602.3(3) TABLE R602.10.4 ROOF+2 FLOORS 15 FEET 1.10 W BRACING METHODS 20 FEET NOT PERMITTED 0 REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Continuous Sheathing Method 8 FEET 0.90 (� W o co MINIMUM NAIL MINIMUM WOOL? MINIMUM ULTIMATE DESIGN 9 FEET 0.95 Z W J m O NOMINAL PANEL NAIL SPACING WIND SPEED V ult CONNECTION CRITERIA STRUCTURAL PANEL MAXIMUM WALL (mph) METHOD, MATERIAL MINIMUM THICKNESS FIGURE 3 WALL HEIGHT ANYSTORY 10 FEET 1.05 _I p ADJUSTMENT J J o N 11 FEET 1.05 W Q PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure ca egory Fasteners Spacing O SIZE RATING (INCHES) EDGES FIELD 12 FEET 1.10 0 (INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) B C D 6d COMMON Exterior sheathing per 6"edges 12"field 2 1.00 0 (2.0"x 0.113") 1.5 24/0 1/2" 16 6 12 140 115 110 CS-WSP Table R602.3(3) NUMBER OF BRACED 3 1.30 W 0 O 1/2�� rt 4 WALL DIREC ION)c PLAN ANY STORY 4 1.45 [ O Z w 16 6 12 170 140 135 Continuously sheathed = z 5 1.60 Z 2 8d COMMON 'h Interior sheathing per Varies by fastener (� Q d- (2.5"x 0.131 ) 1.75 24/16 7/16" WOOd StfUCtUfal panel `° _ Table R602.3(1)or R602.3(2) FASTENED TO THE END 24 6 12 140 115 110 - - - - - STUDS OF EACH BRACED DWB, W W Cl) 5 ADDITIONAL 800-POUND TOP STORY ONLY WSP„SFB HOLD-DOWN DEVICE WALL PANEL AND TO THE 0.80 PBS,PCP,RIPS, p FOUNDATION OR FRAMING BELOW E- O Q w FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. w 13- Q U, Z M A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with 0 z 1: 1: panel strength axis perpendicular to supports. OMITTED FROM INSIDE FACE DWB,WSP„SFB 0 W w Q 0 W P c) B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.literal bracing requirements shall be in 6 INTERIOR GYPSUM BOARD ANY STORY 1.40 PBS PCP HP S,CS- � a IZ ¢ F- of ' accordance with Section R602.10. FINISH(OR EQUIVALENT) OF BRACED WALL PANELS WSP,CS•G,C:&SFB C.Wood structural panels with span rating of Wall--16 or Wall-24 shall be permitted as an alternate to panels with a 2410 span rating.Plywood siding rated 16 o.c. DWG NO or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wlall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 4 INCHES O.C.AT PANEL EDGES, more than 16 inches on center. 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB 9 FASTENING PLATES,AND ALL HORIZONTAL ® JOINTS BLOCKED 12 i 8d 6"oc toed in L a Ong braced wall[ Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Exposure B Dead Load Assumptions: Roof Assembly DL= 10 psf Three Second Gust Wind 90 100 110 120 130 THREE SECOND GUST WIND Speed (mph) 90 100 110 S 0 90 100 110 130 T(OP PLATE 6" m h SPEED STRUCTURAL SHEATHING 8d COMMON NAILS -1 "T SP,W Number of Bd Common Nails or 10d Box Nails @ 6"O.C.ON EDGES jj I I II I1 E F E F E F E F E F ROOF PITCH 00 in each end of 1-Y'x 20 gage strap 1,Z3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2,3,4 ONLY I�' ��I - Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 I I 11 I I r6-" Sheathing Location: or 10d Box Nails inches"o.c.) 16 2 2 2 4 126 178 235 298 1/2" MIN. STRUCTURALTOP PLATE (inches, o.c.) 353 WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 6 12 6 12 6 12 3:12 24 2 3 3 5 157 222 294 373 @ 12"O.C.ONFIELD ONLY AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION q Interior Zone 1s s 12 s 12 s 72 s 72 s 12 28 2 3 4 6 252 311 412 597 32 3 3 4 7 252 356 471 597 FOR STRAP- 3 8 d COMMON NAILS @ 64.END OF STRAP SOLID BLOCKING BETWEEN 19.2 6 12 6 12 6 12 6 6 6 12 36 3 4 5 7 79 400 529 671 FOR COF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 12 1 1 2 2 79 111 145 183 24 6 12 6 12 6 6 6 6 6 12 16 1 2 2 3 106 147 193 244 16 d COMMON NAILS @ 16"O.C. W/ 5 "DIAM.ATR ALL THREADED PLATES 8d COMMON @ 6"OC ALONG 20 2 2 2 4 132 184 242 305 ( SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR,EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 t2 6 12' 6 12" 6 12' 28 2 3 3 5 185 258 338 427 SILL PLATE • • OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6'OC ALONG 32 2 3 4 5 211 295 387 488 a MIN..USE SIMPSON SET EPDXY TIE LENGHT OF BRACED WALL PANEL Perimeter Edge 16 6 12 6 12' 6 12" 6 s s s 36 2 3 4 6 238 332 �435 549 Zone 12 1 1 1 62 87 1114 ANCHOR BOLTS HIGH STRENGTH EPDXY ADHESIVE 19.2 6 12" 6 12' 6 6 6 6 6' 6' 16 1 1 2 2 83 115 1152 192 1 . TO SECURE ANCHOR, DRILL 3/4" 20 1 2 2 103 144 1190 3-16d@16"oc DIAM.HOLE FOR EPDXY.FOLLOW 24 6 12' 6 6 s' 6' 6s 6' s' 6' r5:1 24 2 2 2 3 124 173 228 287 ailongbracedwall BRACED WALL PANEL CONNECTION 28 2 2 3 4 165 231 303 383 MANUFACTURER'S INSTRUCTIONS. Gable Endwall Rake or Rake Truss w/ Lookout Block 6' g' 6' 6' 6' 6' 4 4 4� 4 32 2 2 3 4 165 231 303 383 36 2 3 3 5 186 260 341 431 TO PERPENDICULAR RAFTER• ble Endwall Rake or Rake Truss w/o Rdce Overhang s 6 s s s s s s s' s' 12 1 2 57 79 103 130 D SHEARWALL SLAB ON GRADE 16 1 1 2 2 1 158 207 260 173 BOARD SHEATHING 20 1 2 2 3 95 132 1172 216 Rafter/Truss Spacing 6:12 24 1 2 2 3 115 158 207 260 SheathingSize P 9 Minimum Number of 8d Common Nails 28 2 2 2 4 134 185 241 303 (inches, o.c.) or 10d Box Nails per Support 32 2 2 3 4 153 211 276 346 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 12216 1 1 2 2 75 100 1130 162 L L 20 1 2 2 3 94 125 1162 203 :12-12:12 24 1 2 2 3 113 150 1194 243 E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 28432 2 2 3 4 151 200 259 324 F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 151 200 259 324 8d C�6"braced toed in 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not a65 long braced wall GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT located within 8 feet of building comers. REQUIREMENTS SHALL BE USED. 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTS 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof ass&mbly dead AT STUD TO FLOOR ASSEMBLY TO STUD CCONNECTION 16"O.C. 2• TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/rRUSS @ FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL load (0.6x10psf). BidTOP PLATE a n 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFFIGURATIONS): - 4. Tabulated connection requirements are based on a 12 " ride strop spacing, for different ridge 6., along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. q � g p p g, g FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS strap spacings, multiply the tabulated values by the appropriate multiplier below. o CLG JTS @ _ Ride Connection S acin in 12 16 19.2 24 48 1/2"MIN.STRUCTURAL _ FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL 9 P 9(� •) WOOD PANEL 8d COMMON NAILS PLATFORM BELOW- 1 16 i d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 @ 6"O.C.ON EDGES TOP PLATE 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 anid the framing 6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not rrequired. ONLY SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in (each end of 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number Z 8d COMMON NAILS O of 12d box nails in each end of the collar tie need not exceed the taulated number off 10d box Z 3-16d@16"oc @ 12"O.C.ON F®ry COMMON NAILS nails in a steel strap. O along braced wall FIELD ONLY 12"O.C.ON 7. �" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. I- AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 5� "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR,EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B Go @6"O.C.ONEDGES CORNER HOLD - DOWN DETAILS _Z �' d COMMON NAILS @ IT O.C. (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) OF ANCHOR IN CONCRETE IS 10" 3-16d 16"oc ONLY Z @ Dead Load Assumptions: Roof/Ceiling Assembly DL=15 psf p FLOOR JOIST along braced wall C+ MIN..USE SIMPSON SET EPDXY-TIE AT STUD TO FLOOR ASSEMBLY TO STUD CCONNECTION @ 16"O.C. N HIGH STRENGTH EPDXY ADHESIVE Salo braced wal 6"oc toed l (ONLY APPLICIABLE FOR TWO STORY CONEFIGURATIONS): _ THREE SECOND GUST wIND �i l SILL PLATE TO SECURE ANCHOR, DRILL 3 9 SPEED (mph)L LU tO0 710 120 /30 ti �/� r /4 ANCHOR BOLTS DIAM.HOLE FOR EPDXY.FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILLS @ EA END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L FRAWCs?Aaxc RoarsPia Number of 6d Common Nals or 10d Box Nails "SIMPSON" PLATFORM BELOW- 1 163 d COMMON NAILS @ 16"O.C. (k1 (R> in each end of 1-Y"x 20 gage strap 1,Z3,4 SIMPSON HDQS OR 2-16d COMMON SEAL POURED CONCRETE/ 12 1 2 2 2 "SIMPSON"PH D NAILS @ 6"O.C. ��RE D ARC MASONRY TOP PLATE 6,. 16 1 2 2 3 o FOR FULL LENGTH K FOUNDATION - 20 2 2 2 3 ° OF STUD 8d COMMON NAILS 12 24 2 2 3 3 ° @ 12"O.C.ON 28 2 2 3 4 ° FIELD ONLY 32 2 3 3 4 .0 1/2"MIN.STRUCTURAL 36 2 3 3 END SHEARWALL ON FOUNDATION = WOOD PANEL 112 2 2 2 V 9 i a Y� you r 8d COMMON NAILS 16 2 2 3 T WALL @ 6"O.C.ON EDGES 20 2 2 3 4 F 0 F N E� ONLY 16 24 2 3 3 4 II 3-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 4 6 °° 12 2 2 3 3 ° AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 ° L FLOOR GIST (ONLY APPLICIABLE FOR TWO STORY CONFFIGURATIONS): 20 2 3 4 4 BLOCKING @ ° 19.2 24 2 3 4 5 ENDWAL o ° .� . _ FOR STRAP- 3 8 d COMMON NAILLS @ EA.END OF STRAP 28 3 3 4 5 SILL PLATE L L 32 3 4 5 6 ap 0 PLATFORM BELOW- 1 16 i d COMMON NAILS @ 16"O.C. 36 3 4 5 7 "SIMPSON'HDQ8 OR M W ANCHOR BOLTS 8d 6"oc toed in 16 2 3 4 5 "SIMPSON"PH OD W along-braced wall 20 3 3 4 5 U U CLG,JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 co TOP PLATE FOUNDATION 32 3 5 6 7 NOTE: C° 6 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD D .. DOWNS &ADHESIVES TO BE 2 STORY BRACED WALL PANEL 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S 2. Tabulated uplift connection requirements assume a building SPECIFICATIONS O located in Exposure B. 0Y = 3. Tabulated uplift connection requirements assume a roof and DETAIL O O O eiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a � If- Cr_ assembly is not present or if the ceiling assembly is not � Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. U) hall be increased by 1 nail at each end of the strap. W w w AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"D.C. for Wind Loads - Exposure B G7 Z o Z (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): Minimum ASTM A653 Grade 33 steel strap. FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP Three Second Gust wind J 0 @ so 100 110 120 13 Q O o O 8d(p�6"oC toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLeTE TO Speed(mph) along braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. a F- STRUCTURAL SHEATHING �_ � h } FLOOR JOIST E F E F E F E F E F O LO SIMPSON HOLDDOWN W/ 5 "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON 8 Stud Spacing Maximum Nail Spacing for 8d Common Nails 6„ ATR ALL THREADED ROD Sheathing Location ( ) (inches, o.c.) or tad Box Nails (inches, o.c.) "SIMPSON"PHD6 NAILS @ 6"O.C. W c SEE THIS SHEET FOR DETAIL FOR FULL LENGTH (� 12 6 12 6 12 6 12 6 12 6 12 8d COMMON NAILS OF STUD W Interior Zone 6 12 6 12 6 12 6 12 s 12 °° @ 6"O.C.ON EDGES 16 0 ° 1/2"MIN.STRUCTURAL ONLY 24 6 12 6 12 6 12 6 6 6 12' °° WOOD PANEL 8d COMMON NAILS Z J Z MO = 12 6 12 6 12 6 12 6 12 6 12 a. Co@ 12"O.C.ON I I J C) _l O N FIELD ONLY 4 EDGE ZONE 16 6 12 6 12 6 12 6 12 6 12 I - • W> Q 3-16d 16"oc along braced wall SIMPSON HOLDDOWN W/ 5� "DIAM. 24 6 12 6 12 s t2 6 12' 6 t 2' ,. I I , • °° a • .a 0 W W O ' n N �t"� F ATR(ALL THREADED ROD) LL \.J � ANCHOR, EMBEDMENT LENGTH OF BOARD SHEATHING or LAP SIDING •'a , • W 0 Z w :L ANCHOR IN CONCRETE IS 10 MIN.. - Z � 0 Q Raftedrruss Spacing FLOOR JOIST USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size (inches,o.c.) Minimum Number of 8d Common Nails or 10d �) Box Nails per Support W W STRENGTH EPDXY ADHESIVE TO NOTE: 7/8" OHREADED ROD EMBEDDED 12 1/2" U) U) W 3 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 INTO CONCRETE W/"SIMPSON"ET(HIGH 0 p v 0 SILL PLATE- SECURE ANCHOR,DRILL /4"DIAM. ALL STRAPPING,ANCHORS, HOLE FOR EPDXY.FOLLOW 1x10 orLarger Sheathing 12 24 3 3 3 3 3 HOLDOWNS &ADHESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS c~1 t1 W Z M ANCHOR BOLTS- ° ° ) W ~ Q ~ N MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0 F-40 F USE SIMPSON AT.(HIGH STRENGTH -� 0 Z IW _ = W F MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) O W W Q W i-I co POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field(in.) o' Q I 1. For wall sheathing within 4 ft.of the comers,the 4 ft.permeter edge zone attachment a D_ U Q_ Q I"" p U-) MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO r with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced D ETA I L to 6 inches o.c. !� 1 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 2 STORY END WALL SHEARWALL 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. 12 i TABLE R507.5 TABLE R507.4 DECK BEAM SPAN LENGTHS (FT. - IN.) DECK POST HEIGHT DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPECIES SIZE (FEET) 4 X 4 8 FEET 6 8 10 12 14 16 18 2-2X6 6- 11 5- 11 5-4 4- 10 4-6 4-3 4-0 06 8FEET 2-2X8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 2-2X10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 6X6 14 FEET 2-2X12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 3-2X6 8-2 7-5 6-8 6- 1 5-8 5-3 5-0 SOUTHERN PINE 3-2X8 10- 10 9-6 8-6 7-9 7-2 6-8 6-4 TABLE R507.9.3 (2) 3-2 X 10 13-0 11 -3 10-0 9-2 8-6 7- 11 7-6 PLACEMENT OF LAG SCREWSi AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3-2X12 15-3 13-3 11 - 10 10-9 10-0 9-4 8-10 :3X6 OR 2-2X6 5-5 4-8 4-2 3- 10 3-6 3- 1 2-9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 3X80R2-2X8 6- 10 5- 11 5-4 4- 10 4-6 4- 1 3-8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING &X10OR2-2X10 8-4 7-3 6-6 5- 11 5-6 5- 1 4-8 33X12 OR 2-2X12 9-8 8-5 7-6 6- 10 6-4 5- 11 5-7 LEDGER 2 INCHES 3/4 INCH 2 INCHES 1 518 INCHES DOUGLAS FIR-LARCH, 4 X 6 6-5 5-6 4- 11 4-6 4-2 3- 11 3-8 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 1 5/8 INCHES HEM-FIR, 4X8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 SPRUCE-PINE-FIR, REDWOOD, 4X10 9- 11 8-7 7-8 7-0 6-6 6- 1 5-8 WESTERN CEDARS, 4X12 11 -5 9- 11 8- 10 8- 1 7-6 7-0 6-7 PONDEROSA PINE, TABLE Rt301.2.1.2 RED PINE 3-2 X 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 WIND-BORNE DEBRIS PROTE(CTION FASTENING SCHEDULE 3-2X8 9-8 8-6 7-7 6- 11 6-5 6-0 5-8 FOR WOOD STRUC:TURALPANELSa,bx,d 3-2X10 12-0 10-5 9-4 8-6 7- 10 7-4 6- 11 3-2 X 12 13- 11 12- 1 10-9 9- 10 9- 1 8-6 8- 1 FASTENER SPACING (INCHES)a,, FASTENER 4 FEET < 6 FEET < TABLE R507.9.1.3 (1) TYPE PANBEL SPAN PANEL SPAN PANEL SPAN DECK LEDGER CONNECTION TO BAND JOIST S!4 FEET < 6 FEET < 8FEET z (DECK ILIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED 0 ANCHOR WITH 2-INCH 16 10 8 EMBEDMENT LENGTH F_ JOIST SPAN No. 10 WOOD SCREW BASED o CONNECTION DETAIL-S 6'AND LESS 6-1"TO 8' 8'-l"TO 10' 10'-l"TO 12' 12'-1"TO 14' 14'-1"TO 16' 16A"TO 18, ANCHOR WITH 2-INCH 16 12 9 CD CD ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH U) z Y -INCH LAG SCEW BASED N ANCHOR WITH 2-INCH 16 16 16 > 1/2 INCH DIAMETER LAG SCREW W/1/',2 INCH 30 23 18 15 13 11 10 EMBEDMENT LENGTH MAXIMUM SHEATING SEAL a.This table is based on 180 mph wind speeds and a 331 foot mean roof height. `��E D A RC,y b.Fasteners shall be installed at opposite ends of the w000d structural panel. �5 N.K. 112 INCH DIAMETER BOLT W/ 1/2 INJCH c.Nails shall be 10d common or 12d box nails, MAXIMUM SHEATING 36 36 34 29 24 21 19 d.Where screws are attached to masonry ormasonryfstwcco,they shall be attached utilizing vibration-resistant anchors having a rminimum ultimate 1 �/ o � withdrawal capacity of 490 pounds. CHAPTER 3 BUILDING PLANNING _ 01- 112 INCH DIAMETER BOLT W/1 INCH SECTION R301 DESIGN CRITERIA MAXIMUM SHEATING 36 36 29 24 21 18 16 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN OF N OF 8 FEET SHALL BE PERMITTED FOR OPENING MOTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZEDD OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF rHE 20151.R.C. TABLE R507.6 00 o DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTIO " w N � Y U 00 W 00 2 LATERAL LOADS SHALL BETRAINSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF 00 " SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER TRANSMITTING THEM TO THE AROUND.WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN SPECIES SIZE (INCHES) (INCHES) ACCORDANCE WITH FIGURE R507.9.2(1), HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT 12 16 12 16 24 LESS THAN TWO LOCATIONS PEER DECK, WITHIN 24 INCHES (610 MM)OF EACH END OF THE DECK. 2 X 6 9- 11 9-0 7-7 6-8 6-8 6-8 EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 Q 2 X 8 13-1 11 - 10 9-8 10- 1 10-1 9-8 POUNDS (6672 N). WHERE THE [LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH 0� SOUTHERN PINE FIGURE R507.9.2(2), THE HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN Cr Y Y 2 X 10 16-2 14-0 11 -5 14-6 14-0 11 -5 FOUR LOCATIONS PER DECK,MD EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN 0 0 0 2 X 12 18-0 16-6 13-6 18-0 16-6 13-6 CAPACITY OF NOT LESS THAN 750 POUNDS (3336 N). W w w 2X6 9-6 8-8 7-2 6-3 6-3 6-3 Q o _j w J -j tY DOUGLAS FIR-LARCH, 2 X 8 12-6 11 - 1 9- 1 9-5 9-5 9- 1 a o ? o HEM-FIR, SHEATING 2X 10 15-8 13-7 11 - 1 13-7 13-7 11 - 1 SIDING 0 N m SPRUCE-PINE-FIR, 2X12 18-0 15-9 12- 10 18-0 15-9 12- 10 FLOOR SHEATING NAILING AT FLASING FOR WATER TIGHTNESS 2 X 6 8-10 8-0 7-0 5-7 5-7 5-7 JOIST WITH HO6"MAXIMUM ILD DOWN CENTER TO HOLD DOWN OR DECKING W REDWOOD, STAGGER FASTENERS IN 2 R09WS OR SIMILAR DEVICE j' LEDGER WITH FASTENERS IN V IN ACCORDANCE WITH TABLE R507.2 WESTERN CEDARS, 2 X 8 11 -8 10-7 8-8 8-6 8-6 8-6 FLOOR JOIST APPROVED JOIST HANGERS W PONDEROSA PINE, 2 X 10 14- 11 13-0 10-7 12-3 12-3 10-7 LAG SCREW OR BOLT HOLD-DOWN DEVICE MIN.750 LB.CAPACITY 0 AT 4 LOCATIONS,EVENLY DISTRIBUTED U) RED PINE FLOOR JOIST DECK JOIST ALONG DECK AND ONE WITHIN 24"OF EACH 0 W (� Z M 2 X 12 17-5 15-1 12-4 16-5 15- 1 12-4 END OF THE LEDGER.HOLD-DOWN DEVICES z (If _._I m p M Z - SHALL FULLY ENGAGE DECK JOIST PER N LEEDGER JHOLD-DOWN MANUFACTURER. Q N 5.5"MIN FOR 2X8 W O 6.5"MIN FOR 2X10 75"MIN FOR 2X12 A FULLY THREADED 3(8"DIAMETER LAG � of . TABLE R507.7 SCREW PREDRILLED WITH MIN.3"PENETRATION W W O MAXIMUM JOIST SPACING FOR DECKING TO CENTER OF TOP PLATE,STUDS,OR HEADER. of �� W O n n n n 11 If Z CD a DETAIL A DETAIL B DETAIL C W �) [MATERIAL TYPE AND MAXIMUM ON CENTER JOIST SPACING � W W NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURER507.2.3(1) NTS FIGURER507.2.3(1) NTS FIGURER507.2.3(2) NTS (1) U) Q DECK ATTACHMENT FOR LATEFRAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS Q U 'NOTE:THIIS DETAIL IS APPLICAPABLE U Q I- Z co1 1/4-INCH-THICK WOOD 16 INCHES 12 INCHES DISTANCE SHALL BE PERMITTEED TO WHERE FLOOR JOISTS ARE LU Q z _ BE REDUCED TO 4.5"IF LAG SCfREWS 7- N PARALLEL TO DECK JOISTS. O � U Q W H- eM w ,IS REDUCED TOARE USED OT HAT OF LAG C wBOLT SPACING IFREWS ° U ¢ W Ln 2-INCH-THINCK WOOD 24 INCHES 16 INCHES TO ATTACH 2X8 LEDGERS TO 22XB BAND JOISTS. DWG NO PLASTIC COMPOSITE IN ACCORDANCE W/ IN ACCORDANCE W/ SECTION R507.3 SECTION R507.3miffs 1 12-1 I TABLE R301.2.1.2 BLOCKING @ ENDWALL GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,,,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOORICEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHES)�'b FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION < 4 FEET < 6 FEET < 8 FEET ATTIC MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0'O.C. No. 10 WOOD SCREW BASED 8d @ 6"O.C.ALONG 8d @ T O.C.ALONG TOE NAIL 3-8d NAILS AT BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER -' ANCHOR WITH 2-INCH 1 12 9 EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SECOND FLOOR 0 Z Y4 -INCH LAG SCEW BASED w 3 16d @ 16"O.C.ALONG 3 16d @ 16"O.C.ALONG 3-16d AT EACH ANCHOR WITH 2-INCH 16 16 16 BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER EMBEDMENT LENGTH BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'-W O.C. r ®INTERIOR ZONE a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. ADDITIONAL FRAMING b.Fasteners shall be installed at opposite ends of the woad structural panel. CONTINUOUS RIM FULL HEIGHT BLOCKING ®PERIMETER ZONE OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG pp BRACED WALL PANEL BRACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10"TO 45'PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS FOR SI:1 INCH=25.4 MM IN EA.ZONE BACK @ 4'4'O.C. e. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%e'AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL Table P3201.7 BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WJITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE Open vent pipes that extend throiugh a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EXTENDS OVER INSULATION (TYP. ) snow accumulation, whichever is (greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) observation deck or sunbathing dieck or for simple purposes, open vent pipes shall terminate not less than BATHTUB (with or without 7'-0" above the roof. Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirl ool attachments wall shall be no less than 3 inc-hes in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the therrmal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 L Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- U3-----1 1 -0-U3 ADHERING POLYMEIR-MODIFIED BITUMEN SHEET IN I Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL I I Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR j_ p Z WALL LINE traps, with or without . D/6MAX. NO I PERMITTED I O dishwasher and food waste 1 1/2 I I disposer) i ; D/6MAX. p SHEATHING Laundry u one or more compartments) 1 1/2 w AIR SHIELD Lavatory 1 1/4 LIQUID FLASHING Shower(based on e o a FLOOR JOIST-CENTER CUT D14 MAX. Co flow rate through 0 M showerheads and bodysprays) rn N Flow rate: T p LO 5.7gpm and less 1 1/2 more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25-8gpm 3 more than 25.8gpm up to 55.6gpm 4 DMAX. SEAL AIR SHIELD ARCy K. NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND OVER THE JOINT AREA. DO NOT STIRIKE FLUSH WITH SHEATHING NOTE: MAX.MAX.DFROM SUPPORT FLOOR JOIST-END CUTS SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS1� �a` -< SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND "A Q1_ TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D yJ, F OF NEB D/3 MAX. RAFTER CEILING JOISTS REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION 00 PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. c i l; U c0 W 00 2 � U c� THE CONSTRUCTION TYPE 21N.MIN.FROM TOP DESIGNATION SHALL BE AND BOTTOM OF JOIST PIPE OR CONDUIT , 11 , III , IV OR V D(ACTUAL DEPTH) TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE a UNDER SECTION sot OF THE BCNYS - CUTTING DRILLING AND NOTCHING DETAIL W SECTION 1265.4 SIGN OR SYMBOL OF JOISTS W „ i (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER O O O 6 DIAME ER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST = >- >- I t CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND W W W 17­5 "' `'°` i (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED cn z z EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,(CONFORMING TO PANTONE MATCHING SYSTEM(PIS)#187. Q o � tL I 2 THE SIGIN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, -� J¢ W ;.b,... t (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX ( ) t i OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGNOR THAT A SIGiN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER SELECTIVE RED i I TRIO BOX THE SIGNOR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. TOP PLATEs ao O o O 41� f R SYMBOL TO BE AFFIXED TO THE ELECTRIC 3 THE SIGIN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE 0 Lo >- PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND ( ) CD REFLECTIVE WHITE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: U) r m AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE DESIGNATION SHALL BE"V"AND BORED HOLE MAX. A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER II IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE DIA.40 PERCENT W C�) EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"1","II","III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE OF STUD DEPTH U LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTUREUNDER SECTION 602 OF THE BCNYS. Z 0 EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGIN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE t OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: t I "F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS o � W V z O OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL () II "R"SHALL MEAN ROOF FRAMING;AND 5/a"MIN.TO EDGES Z ,J m O HAVE BEEN AFFIXED. ( ) D THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT _jj J N I O EXCEED 25%OF Q n- AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN W CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOIL,OVERTHE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH 3: O SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED'FADED, SIGN OR SYMBOL. BORED - BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% W � O WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE 3: W CD 1/2 OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO STOKE ROOF FLOOR SECCESSIVE STUDS ARE DOUBLED W Z W II OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT STUD AND SO BORED Z DZ Ur Q N FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS DESIGNATION U TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V W W COMPONENTS THAT ARE OF U) W R TRUSS TYPE CONSTRUCTION NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. F- O 0 � � FLOOR FRAMING , INCLUDING o 0 W W U Z N LU DRILLING AND NOTCHING DETAIL 0 W J Q W Q c; F GIRDERS AND BEAMS V OF STUDS a a- 0 a < F- o u> RROOF FRAMING F jDVVGN0 FRI FLOOR AND ROOF FRAMING ROOF AND FLOOR " ' 2// BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. 12-1 I