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q Town of Southold 10/4/2023 O AI P.O.Box 1179 oC� _ N53095 Main Rd y�o ao�� fS Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44633 Date: 10/4/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2205 Grandview Dr., Orient SCTM#: 473889 Sec/Block/Lot: 14.-2-3.19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/25/2022 pursuant to which Building Permit No. 47465 dated 2/18/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front porch, rear covered porches, second floor balcony and attached garage as applied for. The certificate is issued to 2205 Grand View Orient LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1035 9/28/2023 ELECTRICAL CERTIFICATE NO. 47465 9/18/2023 PLUMBERS CERTIFICATION DATED 9/12/2023 n Ca 1 Guzman/ tho iz ignature �o�SufFai,��, TOWN OF SOUTHOLD BUILDING DEPARTMENT y�. TOWN CLERK'S OFFICE H x oy SOUTHOLD, NY ~{atrxa,xr"" 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#: 47465 Date: 2/18/2022 Permission is hereby granted to: 2205 Grand View Orient LLC 1157 Willis Ave Ste LL3 Albertson, NY 11507 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2205 Grandview Dr., Orient SCTM #473889 Sec/Block/Lot# 14.-2-3.19 Pursuant to application dated 1/25/2022 and approved by the Building Inspector. To expire on 8/20/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,291.60 CO-NEW DWELLING $50.00 Total: $4,341.60 Builing Inspector SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q Jamesh(cD-southoldtownny.gov Southold,NY 11971-0959 Q �yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Theo Verios Address: 2205 Grandview Drive city:Orient st: New York zip: 11957 Building Permit#: Lt,???Lf 4 47465 section: 14 Block: 2 Lot: 3.19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AXIOs Electric Corp Electrician: Mike Lignos License No: 45299ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300 Heat Duplec Recpt 120 Ceiling Fixtures 12 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 18 Smoke Detectors 6 Main Panel 2 A/C Condenser 2 Single Recpt Recessed Fixtures 95 CO2 Detectors Sub Panel 1 A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 20ft Dryer Recpt 1 Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 6g 4'LED 5 Exit Fixtures 11 Sump Pump Other Equipment: 2 garage door openers,1 well pump, 300amp service,2 main panels 150amp each pane1#1 30 space 18 used, pane1#2 30 space 25 used Notes: POOL 1 heater,1 pump,1 pool light, 1 chlorinator, 1 panel 4 space 3 used WHOLE HOUSE/POOL Inspector Signature: LAJ fjpe&pj Date: September 18, 2023 2205 grandview dr Tow„1rsl p .,,.. r-�'i� ii ?(5-1�)' '54 Y7 Mtlqcx ,:� �� \IkW�p, .},ice,;;'✓'�r'� ��i" 'i aa l.st.x��-,l:�t�•��:� ta{'���.tSH\tgqr=�t/��'.):�:F.►g�y N OF C,1-L (: .-1T 1 0 IN i eertkIV that the sold'r 11-";od 2I1 flhc% "vat(;r supply System conlaiIls ICCS l)1 tt1 _}/l 0 of I ii) 4L, - ---_ __-- - (i'it.i?1ll'ai:["'.> :''>?" n T� TAMMY FAITH DUGGER Notary Public, State of New York No. 01 DU6029317 Qualified in Nassau County Commission Expires August 9,20 Z y Af SO(/lyO6 TOWN OF SOUTHOLD BUILDING DEPT. °`ccouem '' 765-1802 INSPECTION V-],-FGUNDATION 1ST [ ] ROUGH PLBG. [: ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O " REMARKS: 0 5-TtA 840put JW ebrn&h CoysTf_4,cTz,,,/ 6CIM C'6 R4 az uriz6 6 i orL e T P_c-G��G-D� AaDRc-ss Qc-01'r.9Gn / F1%57Q> I)EAEM:FT PCT- gab Y DATE INSPECTOR . A/ � �ZIZZ OP SOUTy� TOWN OF SOUTHOLD BUILDING DEPT. `ycoutmN�' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (1) A mi5yb MAL5 Fciz C014t/G� s DATE INSPECTOR l Of SOUTyO - # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING-LS�TR�APPING _ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: dim -r� epi �f� 04(1-v/ DATE 4 'y0 �?/ INSPECTOR OF 50(/lyo� �, r atA/ # # TOWN OF.SOUTHOLD BUILDING DEPT. Quo, 631.765-1802 . . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [/ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Gon DATE 5 2 INSPECTOR g SOUTyO - # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: co� -0 1 DATE INSPECTOR OF SOOT v c e-�d�T Or yon q 7 q a �r * # TOWN OF SOUTHOLD -BUILDING DEPT. `ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [)( ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P I A C I r nfeok 9FT o _ TiojA der . e "�.� �- e log k ou.+ ©(A 5uok e S hrecic er DATE �'" � INSPECTOR SOUTyo — � �� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l Ott vft�c soo kj� -- f 9 OJAVIWO (Jfh e;d krl�ff(//V-4rte. DATECl INSPECTORA - - i f i t Z_ •. f IL i r Ir • I l 1i y MI 1 Y 4 � � 1 ` a LL-a �f L� Ubl I t jetoh+fit, f w r � U01W uc��r Daft 4 Ila It till M� Ali till ��,,, �.r y. rr� ^.� ,. ..*.... ��--r..,. �- � ,....._ 1 ,� `y ���c� �-e�.c�rd�r � Yap �r ��.c r �e r �5� � ��� `C e..�r ��r ce.r� o,Q pfl:� i h ti 4 < - .• '�./� 'ter a f ' �K. A K��. �. _.;�, �ri ;.am +.. :,' �� �. ., ,. _ ,Fria - h� •µ �:. �''}�, .�„y, i rf„��t' ���i �� �� �' S �. {��� t`« � � � 6°Sy2. � L4�� ? � 5 � 4Y „4:: ;�1 � .�yM �f� `Y�g�; 2205 Grand View Drive, Orient HVAC Load Calculations for Adelphi Innovative Designs, Inc 1157 Willis Ave, Suite LL3 Albertson, NY 11507 W rN „Sd 6 j4klr'" $ yH c Oa g O NTE G R O MM. Ohm N 2 GOT ��s�ems,".�fir,:? +"✓�L9 6!$ Prepared By: David Maschk Integrity Home Energy Assessments 68 N Paquatuck Avenue E Moriches, NY 11940 (631)325-4006 Friday, May 21,2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Disclaimer The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 calculation procedure. The calculations are based on the information given to Integrity Home Energy Assessments in the form of drawings, sketches, and interviews. In certain cases. Integrity Home Energy Assessments may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the party submitting a particular project to Integrity Home Energy Assessments. Integrity Home Energy Assessments has not and does not independently verify that the data provided to Integrity Home Energy Assessments is correct or complete, and any calculations made by Integrity Home Energy Assessments are based upon the information provided by third parties. Integrity Home Energy Assessments makes no claim that the information given to us is correct or complete. Integrity Home Energy Assessments utilizes Elite RHVAC v.9 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report. If the information given to Integrity Home Energy Assessments is accurate, and the building is built as per the plans submitted, then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Integrity Home Energy Assessments does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final "construction documents". Integrity Home Energy Assessments works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. Manual S calculations in this report are based on AHRI nominal equipment performance values. Actual performance must be calculated from manufacturer expanded performance tables using proper design conditions. The Duct Size Preview report is for reference only and is not a substitute for a proper Manual D, nor should it be used for the calculation of a proper Manual D. Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling. Uniform Building Code requirements,Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating,Refrigeration, and Air Conditioning Engineers (ASHRAE). It is up to the installing HVAC contractor to properly install,test, and verify all components of the HVAC system. All installing HVAC contractors are expected to follow ACCA Standards 5 and 9 for quality HVAC equipment installation. Integrity Home Energy Assessments therefore assumes no liability for final equipment selection or final system design.Various modifications to the information provided to Integrity Home Energy Assessments may have occurred after this design support information was prepared,which would require that this design support information be modified in order to be accurate. After reviewing Integrity Home Energy Assessments' report, and prior to any system purchase or installation,please inform Integrity Home Energy Assessments in writing of any changes which may alter the assumptions and calculations contained in this report. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 2205 Grand View Drive,Orient East Moriches, NY 11940 Page 2 Project Report General Project Information Project Title: 2205 Grand View Drive, Orient Project Date: Thursday, May 20, 2021 Client Name: Adelphi Innovative Designs, Inc Client Address: 1157 Willis Ave, Suite LL3 Client City: Albertson, NY 11507 Company Name: Integrity Home Energy Assessments Company Representative: David Maschke Company Address: 68 N Paquatuck Avenue Company City: E Moriches, NY 11940 Company Phone: (631)325-4006 Company Fax: (631)492-2056 Company E-Mail Address: IHEA@optonline.net Design Data Reference City: Westhampton, New York Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 1,983 CFM Per Square ft.: 0.356 Square ft. of Room Area: 5,575 Square ft. Per Ton: 1,091 Volume(ft3): 55,110 Fffuilding Loads Total Heating Required Including Ventilation Air: 90,318 Btuh 90.318 MBH Total Sensible Gain: 45,978 Btuh 85 % Total Latent Gain: 8,191 Btuh 15 % Total Cooling Required Including Ventilation Air: 54,169 Btuh 4.51 Tons (Based On Sensible+ Latent) 5.11 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. P,•\I I����lw.n�..hl4'......�Qa.._....�i i��n7nF I'`%X,.a%/;—.,n-:..— LO Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 2205 Grand View Drive,Orient East Moriches,NY 11940 Page 3 Miscellaneous Report System 11st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System.2 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb - Wet Bulb Rel.Hum Rel.Hum Dry Bulb .Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.392 AC/hr 0.190 AC/hr 360 CFM 175 CFM Infiltration Actual: 0.408 AC/hr 0.222 AC/hr Above Grade Volume: X 55,110 Cu.ft. X 55,110 Cu.ft. 22,501 Cu.ft./hr 12,223 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 375 CFM 204 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp, Difference) Winter Infiltration Specified: 0.370 AC/hr(154 CFM), Construction:Average, Fireplaces: 1, 20 CFM, Average Summer Infiltration Specified: 0.190 AC/hr(79 CFM), Construction:Average ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(185 CFM), Construction:Average Summer Infiltration Specified: 0.190 AC/hr(95 CFM), Construction:Average Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area T MDD 1 Supply Basement - 0.12 8 651 No 1 Return Basement - 0.12 8 241 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Attic 16B 0.12 8 855 No 1 Return Attic 16B 0.12 8 316 No C:\Vsers\m-asch\$vnc\Mgnual J$\2205 Grand View 1.)rive.rh9 Friday. Mqv 21 2021 9:52 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme ' 2205 Grand View Drive,Orient East Moriches,NY 11940 d Page 4 Load Preview Report Net Rec ft. Sen La Net Sen HtgSys Cl SysDuct Scope To To /To Are Gai Gain GainLoss FM Clg Ac Size �� ��^a CFM CFM CFM Building 4.51 5.11 1,091 5,575 45,978 8,191 54,169 90,318 1,132 1,983 1,983 System 1 2.09 2.31 1,043 2,410 20,793 4,276 25,070 39,190 503 947 947 12x1 Supply Duct Latent 738 738 Return Duct 0 472 472 587 Zone 1 2,410 20,793 3,067 23,860 38,603 503 947 947 120 1-Living Room 375 4,256 309 4,565 6,901 90 194 194 2-6 2-Family Room 580 4,617 287 4,904 7,389 96 210 210 2-6 3-Nook 255 3,840 295 4,135 6,048 79 175 175 2-5 4-Kitchen 229 1,723 156 1,879 2,562 33 79 79 1--5 5-Dining Room 273 3,634 1,508 5,142 5,589 73 166 166 2-5 6-Bedroom 1 287 2,014 332 2,346 5,942 77 92 92 1-6 7-Bath 1 49 99 61 160 918 12 4 4 1-4 8-Foyer/Hall/Lav 362 610 119 729 3,254 42 28 28 1-11 System 2.42 2.80 1,131 3,165 25,185 3,915 29,100 51,128 630 1,036 1,036 12x1 Supply Duct Latent 993 993 Return Duct 2,451 618 3,069 2,750 Zone 1 3,165 22,734 2,303 25,037 48,377 630 1,036 1,036 12x1 9-Bedroom 2 377 4,577 296 4,873 6,502 85 209 209 2-6 10-Bath 2/3 61 107 58 165 886 12 5 5 1-4 11-Bedroom 3 277 2,104 295 2,399 5,454 71 96 96 1-6 12-Stair/Hall/Open To Below 909 5,021 354 5,375 7,727 101 229 229 3-5 13-Bedroom4 350 1,554 133 1,687 2,702 35 71 71 1-5 14-Bath4 54 397 116 513 1,899 25 18 18 1--4 15-Den/HaIVLaundry 405 1,973 199 2,172 4,174 54 90 90 1-6 16-Master Bedroom 402 5,070 568 5,638 12,912 168 231 231 3-5 17-Master Bath 189 1,334 234 1,568 4,611 60 61 61 1-4 18-MasterWICL 141 594 50 644 1,509 20 27 27 1-4 CA(JsPr-.VT R(h� VfM iRl I\9)n5 Crhl Vii w nrivP rhPrixj Mav')1 Or%'J1 Q-R) �Srr Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 2205 Grand View Drive,Orient East Moriches,NY 11940 " Pa e 5 Duct Size Preview Room or Source Minimu Maximu Rough Desig SP Duc Duc Htg Cig Act Duct Reg DuctName Velocit Velocit Facto L/10 Loss Veloci Lengt Flow Flow Flow Size Size System 1 Supply Runouts Zone 1 1-Living Room Built-In 450 750. 0.01 0.1 493.9 90 1941_�,j 194 2--6 2-Family Room Built-In 450 750 0.01 0.1 535.7 96 2401 210 2--6 3-Nook Built-In 450 750 0.01 0.1 641.7 79 1 175 2--5 4-14tchen Built-In 450 750 0.01 0.1' 575.8 33 79 1--5 5-Dining Room Built-In 450 750 0.01 0.1 607.2 73 " .166I 166 2--5 6-Bedroom 1 Built-In 450 750 0.01 0.1 467.4 77E,_1 92 1--6 7-Bath 1 Built-In 450 750 0.01 0.1 51.4 12=1 4 1--4 8-Foyer/Hall/Lav Built-In 450 750 0.01 0.1 318.7 42 28 1-4 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 812.1 503 9471 947 12x14 System 2 Supply Runouts Zone 1 9-Bedroom 2 Built-In 450 750 0.01 0.1 531.1 85 %'•209) 209 2-6 10-Bath 2/3 Built-In 450 750 0.01 0.1 55.9 12. `,;:-51 5 1-4 11-Bedroom 3 Built-In 450 750 0.01 0.1 488.3 71 961 96 1--6 12-Stair/Hall/Open To Belov Built-In 450 750 0.01 0.1 559.3 101 ;,;"2 229 3--5 13-Bedroom 4 Built-In 450 750 0.01 0.1 519.4 35.%;, 79, 71 1--5 14-Bath 4 Built-In 450 750 0.01 0.1 207.2 25 E ) 18 1-4 15-Den/Hall/Laundry Built-In 450 750 0.01 0.1 458 54['1� 90 1--6 16-M aster Bed room Built-In 450 750 0.01 0.1 564.8 168F_'_, _]l 231 3--5 17-Master Bath Built-In 450 750 0.01 0.1 696.8 60�"�1 61 1-4 18-MasterWICL Built-In 450 750 0.01 0.1 310.4 20 271 27 1-4 Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0.003 0.1 828.7 630 r_:7 0 0, 1, 1.036 1205 Summary System 1 Heating Flow: 503 Cooling Flow: 947 System 2 Heating Flow: 630 Cooling Flow: 1036 QAUsers\mgc_h\Svnq\M.gnual Js\2205 Qra_nd View Qrivg.rhg Friday. Mev 21. 2021. 9:52 ANI Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 2205 Grand View Drive,Orient East Moriches,NY 11940 , Pa e 6 Total Building Summaty Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Andersen 400 CAS ng: Glazing-Andersen 400 series 180 3,022 0 4,772 4,772 CAS .28/.32 no grills, U-value 0.28, SHGC 0.32 Andersen SGD: Glazing-Andersen SGD, U-value 0.3, 207.5 3,735 0 4,651 4,651 SHGC 0.25 Andersen 400 PIC: Glazing-Andersen PIC .27/.34, U- 244.3 3,958 0 6,206 6,206 value 0.27, SHGC 0.34 Andersen DH: Glazing-Andersen DH .30/.31, U-value 280.9 5,060 0 6,598 6,598 0.3, SHGC 0.31 Andersen 400 SGD ng: Glazing-Andersen PIC .30/.29, U- 83 1,494 0 2,126 2,126 value 0.3, SHGC 0.29 11 D: Door-Wood-Solid Core, U-value 0.39 42 983 0 311 311 12D-3sw: Wall-Frame, R-15 insulation in 2 x 4 stud 3999.2 17,037 0 2,362 2,362 cavity, R-3 board insulation, siding finish,wood studs, U-value 0.071 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 36 70 0 50 50 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation, U-value 0.032 al 613-30+11: Roof/Ceiling-Under Attic with Insulation on 2763 449 0 321 321 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R30batt+R11 cont.Batt U-value from REM, U-value 0.003 18A-38: Roof/Ceiling-Roof Joists Between Roof Deck 468 814 0 204 204 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-38 blanket or loose fill, U-value 0.029 19A-30p: Floor-Over enclosed crawl space, No insulation 2410 4,126 0 550 550 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 20P-30: Floor-Over open crawl space or garage, 794 1,667 0 84 84 Passive, R-30 blanket insulation, any cover, U-value 0.035 Subtotals for structure: 42,415 0 28,235 28,235 People: 6 1,200 1,380 2,580 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 23,210 2,821 9,788 12,610 Infiltration:Winter CFM: 375, Summer CFM: 204 24,693 4,170 1,787 5,957 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust: Winter CFM: 105, Summer CFM: 105 AED Excursion: _ _ _0 0 3,588 3,588 Total Building Load Totals: 90,318 8,191 45,978 54,169 Check Figures, Total Building Supply CFM: 1,983 CFM Per Square ft.: 0.356 Square ft. of Room Area: 5,575 Square ft. Per Ton: 1,091 Volume(ft'): 55,110 Building Loads Total Heating Required Including Ventilation Air: 90,318 Btuh 90.318 MBH Total Sensible Gain: 45,978 Btuh 85 % Total Latent Gain: 8,191 Btuh 15 % Total Cooling Required Including Ventilation Air: 54,169 Btuh 4.51 Tons(Based On Sensible+Latent) 5.11 Tons (Based On 75%Sensible Capacity) C:\Users\m_esch\$vncWlanual JsW,05 Grand View prive.rh9 Frid_ay. Mav 21 20_21- 9-5.2 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 2205 Grand View Drive,Orient East Moriches,NY 11940 Ea Le 7 Tota! Building Summary Loads (cont'd) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\mgsch\Svnc\Mgntggl JsUQ5 Gr, View Qrive.rh9 Fri v. Mev 21. 2Q21. 9:52 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 2205 Grand View Drive,Orient East Moriches,NY 11940 z, 91 Page 8 Manual S Performance Data - S ystem 1 - 1st Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 20.793 Outdoor Wet Bulb: 71 Latent Gain: 4.276 Indoor Dry Bulb: 75 Total Gain: 25.070 Indoor RH: 50 Load SHR: 0.83 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 39.190 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.9 Indoor RH: 30 Supply Airflow: 503 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: GSX160301 F*, Indoor Model: CA*F3743*6D*+TXV ,AHRI Reference Number: 200876562Nominal Capacity:28.600, Manufacturer: GOODMAN Interpolation Results: Percent Load of Load Sensible Capacity: 21.752 20.793 105% Latent Capacity: 8.492 4.276 199% Total Capacity: 30.244 25.070 121% Heating: Model Type: Propane Furnace, Model: GMEC960603BN, Nominal Capacity: 58.000, Manufacturer: GOODMAN MANUFACTURING CO., LP. Results: Percent Load of Load Heating Capacity: 58.000 39.190 148% \U�Prc�macch\cvnr.\Manual Ic\99nF(;rand Vi.+w nriva rhQ Frie4a_v Mev' 1 ')n')1 Q•59 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme ' 2205 Grand View Drive,Orient East Moriches, NY 11940 Page 9 Manual S Performance Data - System 2 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 25.185 Outdoor Wet Bulb: 71 Latent Gain: 3.915 Indoor Dry Bulb: 75 Total Gain: 29.100 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 51.128 Indoor Dry Bulb: 70 Entering Dry Bulb: 66.0 Indoor RH: 30 Supply Airflow: 630 Eq ui ment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: GSX160361 F*, Indoor Model: CA*F4961*6D*+TXV ,AHRI Reference Number: 200966914Nominal Capacity: 35.000, Manufacturer: GOODMAN Interpolation Results: Percent Load of Load Sensible Capacity: 26.742 25.185 106% Latent Capacity: 9.974 3.915 255% Total Capacity: 36.716 29.100 126% Heating: Model Type: Propane Furnace, Model: GMEC961205DN, Nominal Capacity: 115.000, Manufacturer: GOODMAN MANUFACTURING CO., LP. Results: Percent Load of Load Heating Capacity: 115.000 51.128 225% C:\Users\m_asch\$vnc\M_anal JSQ_205 Grand View Qrive.rhQ Fridav Mav 21. 2021 9:52 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 2205 Grand View Drive,Orient East Moriches,NY 11940 91 Pa a 10 System 1 Room Load Summary Htg Min Run Run . Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Living Room 375 6,901 90 2-6 494 4,256 309 194 194 2 Family Room 580 7,389 96 2-6 536 4,617 287 210 210 3 Nook 255 6,048 79 2-5 642 3,840 295 175 175 4 Kitchen 229 2,562 33 1-5 576 1,723 156 79 79 5 Dining Room 273 5,589 73 2-5 607 3,634 1,508 166 166 6 Bedroom 1 287 5,942 77 1-6 467 2,014 332 92 92 7 Bath 1 49 918 12 1-4 51 99 61 4 4 8 Foyer/Hall/Lav 362 3,254 42 1-4 31_9 610 119 28 28 Duct Latent 738 Return Duct 587 0 472 System 1 total 2,410 39,190 503 20,793 4,276 947 947 System 1 Main Trunk Size: 12x14 in. Velocity: 812 ft./min Loss per 100 ft.: 0.106 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.09 83%/17% 20,793 4,276 25,070 Recommended: 2.31 75%/25% 20,793 6,931 27,724 Actual: 2.38 75%/25% 21,450 7,150 28,600 Equipment Data Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: GMEC960603BN GSX160301 F* Indoor Model: CA*F3743*6D*+TXV Brand: GOODMAN GSX16 Description: Natural Gas or Propane Furnace Efficiency: 96.1 AFUE 16 SEER Sound: 0 0 Capacity: 58,000 Btuh 28,600 Btuh Adjusted Capacity: n/a 30,244 Btuh Sensible Capacity: n/a 21,450 Btuh Adjusted Sensible Capacity: n/a 21,752 Btuh Latent Capacity: n/a 7,150 Btuh Adjusted Latent Capacity: n/a 8,492 Btuh AHRI Reference No.: n/a 200876562 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH:50%,WIDB: 70F, Sen. gain: 20,793 Btuh, Lat. gain:4,276 Btuh, Sen. loss: 39,190 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 68.9F, Clg. coil TD: 20F, Htg.coil TD: 70F, Req. clg. airflow: 947 CFM, Req. htg. airflow: 503 CFM C:\UsPrs\masc:h\Svnr.\Manual.I,;\2205(,rand Viaw nrivp.rh.Q Frirlav M_9y '1 9n')1 Q-R? AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme , 2205 Grand View Drive,Orient East Moriches,NY 11940 Pa e 11 System 2 Room Load Summary u. . Htg Min Run Run Cig CIg Min Act Room Area, Sens Htg Duct Duct Sens Lat CIg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 9 Bedroom 2 377 6,502 85 2-6 531 4,577 296 209 209 10 Bath 2/3 61 886 12 1-4 56 107 58 5 5 11 Bedroom 3 277 5,454 71 1-6 488 2,104 295 96 96 12 Stair/Hall/Open 909 7,727 101 3-5 559 5,021 354 229 229 To Below 13 Bedroom 4 350 2,702 35 1-5 519 1,554 133 71 71 14 Bath 4 54 1,899 25 1-4 207 397 116 18 18 15 Den/Hall/Laundry 405 4,174 54 1-6 458 1,973 199 90 90 16 Master Bedroom 402 12,912 168 3-5 565 5,070 568 231 231 17 Master Bath 189 4,611 60 1-4 697 1,334 234 61 61 18 Master WICL 141 1,509 20 1-4 310 594 50 27 27 Duct Latent 993 Return Duct _ 2,750 2,451 618_ System 2 total 3,165 51,128 630 25,185_ 3,915 1,036 1,036 System 2 Main Trunk Size: 12x15 in. Velocity: 829 ft./min Loss per 100 ft.: 0.106 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total 7- Tons Split Btuh Btuh Btuh Net Required: 2.42 87%/13% 25,185 3,915 29,100 Recommended: 2.80 75%/25% 25,185 8,395 33,580 Actual: 2.92 75%/25% 26,250 8,750 35,000 Equipment Data Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: GMEC961205DN GSX160361 F* Indoor Model: CA*F4961*6D*+TXV Brand: GOODMAN GSX16 Description: Natural Gas or Propane Furnace Efficiency: 96.1 AFUE 16 SEER Sound: 0 0 Capacity: 115,000 Btuh 35,000 Btuh Adjusted Capacity: n/a 36,716 Btuh Sensible Capacity: n/a 26,250 Btuh Adjusted Sensible Capacity: n/a 26,742 Btuh Latent Capacity: n/a 8,750 Btuh Adjusted Latent Capacity: n/a 9,974 Btuh AHRI Reference No.: n/a 200966914 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB:71F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 25,185 Btuh, Lat. gain: 3,915 Btuh, Sen. loss: 51,128 Btuh, Entering clg. coil DB: 77.2F, Entering clg. coil WB: 63.2F, Entering htg. coil DB: 66F, CIg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1036 CFM, Req. htg. airflow: 630 CFM C:1Users\rna-,Qh\Svn0Wl8ni1al Js\2205 Qrand View DrivP.rh9 Fri gv. Mav 21. 2021 9:52 AM Building Envelope and Duct Tightness Report 2020 Energy Conservation Construction Code of New York State Address of Test: 2205 Grandview-Drive-, Orient- Test Date: 8/2/2023" Building Permit#: Compliance Pathway: Prescriptive Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#: 8261207 East Moriches, NY 11940 BPI ID#: 5005793 (631) 325-4006 Building; Envelope Tightness Threshold: 2020 ECCCNYS ( 53.0 ACH50) Volume Calculations: Check if: Floor. Area. Height Volume Q Conditioned Basement Basement 2,411 9.0 21,699 ❑ Conditioned Crawl Space 1st 2,411 10.0 24,110 ❑ Sealed Attic 2nd 3,164 9.0 28,476 Vault 0 Total volume: 74,285 Area Calculations: Floor Area: NA Ceiling Area: NA / Wall Area: NA Total Envelope Area: 0 CFM @ 50pa: 1301 CFM/ft': 58.000 Air Changes/Hour @ 5 pa: 1.05 Code Compliance: PASS Duct Tightness : Post Construction Test - Total Duct Leakage System#1: 1st Floor Duct Location: Conditioned Space Exception- Duct Test Not Required Floor Area: 2,411 Leak-age: CFM @ 25pa: CFM/100 ftz CFA: -0.00 -Code Compliance: N/A System#2: 2nd Floor Duct Location: Attic Floor Area: 3,164 Leakage: CFM @ 25pa: 117 CFM/100 ft2 CFA: 3.70 Code Compliance: PASS Building envelope tightness has been verified using instruments and procedures specified in ASIIRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. Signature: Date: 8/2/2023 David.Maschke.,-Integrity.Home Energy Assessments THEA 1114 � e s v �® • e • -MEe e Ara _ MOW--------------- ®®� MA W,MMUK B e �� �► nim .a XPONI�MA� . ��uFF°cx�4 TOWN OF SOUTHOLD—BUILDING DEPARTMENT A= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ar�o� voti Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: V -.1/ JAN 2 5 2022 Applications and forms must be filled out in their entirety.Incomplete 'i BUILDIrvV applications will not be accepted. Where the Applicant is not the owner,an TOWN OF U��1 SOUTf-IpLD Owner's Authorization form(Page 2)shall be completed. Date:1-25-2022 OWNER(S)OF PROPERTY: Name:Th.eodo.re.Ver_ios-Peter. Pavlounis scTM#1000- 1..4.-2-.3..1.9 Project Address: 2205.Grand.view dr,..Orient NY-11957 .. . . Phone#:631-5.53-331.2 Email:Theo Adel .hicontractin. .com..... Mailing Address:7. Me. an .court Bell Ort.NY _1.171.3 CONTACT PERSON: Name:Theodor..e.Verios- Mailing Address:7 Me an__court Bell ort NY.11.71.3 Phone#:631.-553-33.12..._ .. .. Email:Theo Adel hicontractin ..com DESIGN PROFESSIONAL INFORMATION: Name_An elo Nicosia P.E_. _. ._ Mailing Address:42 .Ha ward-Ave.. Mt. Sinai .NY_ 1.1.766_.__. .._ ?"°ne_#.631.-928-211.2 E"'ai! asn e o to.nline.net._.._.. ....... CONTRACTOR INFORMATION: Name Ke.. _ston.e .Re.n.ovations.. Inc-(Theodore.Verios. _..._. Mailing Address1..521. _5.th ave ..Ba .shone_ NY .1170.6.._ ... . _......._ ... ..... . _.. . .._. __ _..__ Phone#_631_-55.3.-3.3.1.2_ Email:Theo ke .stonen_ .com_..._- . ... _ DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $500,000 [Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of propertyVacant.-Lot- Itended e of prrty:ope . _._ _.. n._ _ us_. _ � . New Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R 0 this property? ❑Yes ONo IF YES, PROVIDE A COPY. 8 Check Box After Reading: .The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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 or for 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 authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a-Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):Theodore Verios ❑Authorized Agent BOwner 7. Signature of Applicant: Date: 1-25-2022 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Theodore Verios being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Owner-Contractor (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 day ofr✓y1�/� L/ , 20 2.2 otarTylb1}tFA D ER Notary Public, tate o ew York No. 01 DU6029317 Oualified in Nassau County PROPERTY OWNER AUTHORIZATIOWommission Expires August 9, 20 2 Z (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 O��g�EFQI� U L ING DEPARTMENT- Electrical Inspector JUL w TOWN OF SOUTHOLD oEpFown all Annex- 54375 Main Road - PO Box 1179 40 x BUILDING D o ' TOWN OF sOUTHOLD Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(ab_southoldtownny.gov - sea nd(a)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -710o,22- Company 716 ozZCompany Name: �9k,os 11-/ec/nL 66 Electrician's Name: /Lr►,� �. N o f License No.: Sof=ago Elec. email: ax�'oI (�cG VanZ� ^, r. Elec. Phone No: r16 I request an email copy of Certificate of Compliance Elec. Address.: / j=,�If Nei // 720 JOB SITE INFORMATION (All Inform'a/tion Required) Name: Ver;a Address: `da©� ��cb,r� ��w '�1cYJ—I Cross Street: Phone No.: - 5 ;S3_ S1 Bldg.Permit#: L\-T LAC,S email: Tax Map District: 1000 Section: Block: Lot: 3, BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I zjqp p S Circle All That Apply: Is job ready for inspection?: ❑ YES [,2 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) ©fi C Service Sizelr�27,111 PhF—]3 Ph Size: 30o fa A # Meters -& Old Meter# 5New Service[]Fire Reconnect[:]Flood Reconnect❑Service ReconnectE3pderground❑Overhead # Underground Laterals �12 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION �o��gufFO(,�co Gym BUILDING DEPARTMENT-Electrical Inspector H x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 X01 �a0 Telephone (631) 765-1802 Temporary Certificate # 1 a $ Date -7 - ; 2022 Customer Name Th U t S Electrician Name Ax105 &(-eG 7 Address PQ05 6 N `Q W LL, nrZt � Phone -7] 8 - 17 e-mail e-mail Gr j p e e&- j c Servs i .h -Phone3 - rjlj - 3 31 License# If 5- �2qq ME Size 3o0 A Phase 300 Overhead Underground #of Meters i Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on ServiceWC_ 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 verificati s 'd f 90 a rom the da ove. Authorized by U -LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD - own all Annex - 54375 Main Road - PO Box 1179 Boa z BUILD DEP . o ` TOWN OF SOUTHOLD Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr ansoutholdtowhny.gov — seandCaD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 716 zc 22- Company Name: tlecAnC colp Electrician's Name: /Gr r,�� .' V n S License No.: S�-�g`� IA4r Elec. email: V a4-1 Zu g• ��� Elec. Phone No: �716 -7-7-�P z,4 i y ®I request an email copy of Certificate of Compliance Elec. Address.: D 11 ✓v // 7ZG JOB SITE INFORMATION (All Information Required) Name: ��.P—n ver,o Address: aa©5 4\civ' VA rn Cross Street: Phone No.: Bldg.Permit#: L\-T 1`GS email: Tax Map District: 1000 Section: \L Block: Lot: 3, BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I ic\co©_JaF Circle All That Apply: Is job ready for inspection?: ❑ YES [,2 NO —]Rough In Final Is Do you need a Temp Certificate?: �Z YES ❑ NO Issued On Ig-ZZ. Temp Information: (All information required) O N C Service SizeM1 Ph 1-13 Ph Size: 2)oo o A # Meters Old Meter# New Servicer-1 Fire Reconnect❑Flood Reconnect❑Service ReconnectEypnderground❑Overhead # Underground Laterals 1 2 D H Frame D Pole Work done on Service? Y PN Additional Information: PAYMENT DUE WITH APPLICATION n_ 1,DPD 15 T # j A dress: Q . '— -T'b►! 1 ` t � � P E R M I 1� 1 � Swi hes d -� b ` `��- '`� 1 t c � 1 ` ` � t� ``� Outlet1*4s' GFI'j ' Surface SconcesTR Ittf 1% HH's UC Lts Z4 ' Fans Fridge HW CL6 Exhaust l 1 Oven WHO lSmokes , " V ` DW Mini Carbon Micro Generator Combo 1 Cooktop Transfer AC AH p� �.S Hood Service Amps Have Used Special: Comments c2 Pte- 5 `IL%k C1 Atje 02 l6"o �(� 3a 5D5wv t A SAP r 4-® (-Lo 13 3 0q0fit= �0 �p Oq Ois 6F �Ee� � oe-106P `S A FL a BUILDING DEPARTMENT- Electrical Inspector �o��gUFFO(,�-c0G TOWN OF SOUTHOLD Town Hall Annex - 54375'Main Road - PO Box 1179 '+ N Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCc�southoldtownny.gov - seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A I # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT gq7q66 Address: Poo Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D ,Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments lc��� kT LOT 6 ILTFENCE ARC RES . FLOW L 0 T 14 Y BALES AROUND . RE LOT.SEE DETAIL / . / • O � � .0 \ ' J 1 VACANT � • � • � � P -� �✓`� / TEST \� 4' VERTICAL FACE PROPOSED SEPTIC SYSTEM HOLE ` WELL SEPTIC TANK: 8 DIA.x5 L.D / • ,�°� LP's: 2-8' DIA.x8' L.D • / • �' 26. , TEWORARYW TlaznoN BEDDING DETAIL / 2 ENTRANCE.SEE AIL. WELL NOT TO SCALE h '' . •i / tih 0 Z DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET Z� • / ` ��. OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%, r Q° � GJZ / • ' S.0' MIN, / , � 2 ' \" ��� . �' • ooF i ` L 0 T 7 ANGLE FIRST STAKE TOWARDS PREVIOUSLY LAID BALE, Sf FLOW 20' MIN 24' S A 0 ` �� O 0 , BOUND BALES PLACED ON CONTOUR, 4 6' � M i 3 5 / 4" DIA. CROSSOVER PIPE. 01 MI P AX. 1/2 EFFECTIVE DEPTH �' -� I�v� 2 RE-BARS, STEEL PICKETS OR 2'X2' STAKES PLACED <0 �P 10P '? _ 1 1/2' TO 2' IN GROUND, MIN• _ DRIVE STAKES FLUSH WITH Ml ,typ. O -� o(b TOP OF BALE, `� ANCHORING DETAIL %. A � � � 50' •` NOT TO SCALE ate' PROPOSED 0 PORCH �o�' o. < a �P l0 2-STORY (5 BEDROOMS C ❑ NSTRUCTI ❑ N SPECIFICATIONS�;lp FRAME DWELLING `L BOG ANO 6��� FF EL=29.0 50' a�a2� 2nd FLOOR EL=40.0 ETBACK 11 BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A i Z' � .o�" � BASEMENT EL=19.0 0 o GARAGE E19. \ P� �• ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES, C 30. ' o R o 0 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND �° a RGRG�N `�o�: 0 PLACED SO THE BINDINGS ARE HORIZONTAL, pRGp� �R �• / U TI LI TYS 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR 0000 RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL T� �, • / ® BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE 7 PROPOSED �P` �,�(o / BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE, O� WELL o • 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE /J 0 X06 PROMPTLY AS NEEDED. � / AY G \` / , / R�� • / F • ' / �AM/OR 5 D , BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS S❑ O \• RE LOT•SEE DETAIL AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE, \ \ • / / �P / . / q, �S` \� ^�° w�. / ,ser • �� LS ADAPTED FROM DETAILS PROVIDED BYE USDA - NRCS, �� i / • / S NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STRAW BALE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DIKE 0 J `�_• /�. i NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE r�D 5 GENERAL NOTES , �` / Z� LTHE EN6INEER5 CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIISNS CONFORMANCE TO THE BUILDIN6 CODE OF THE STATE OF NY. Q ° 2. ALL MATERIALS,ASSEMBLIES,CONSTRUCTION AND EGUIPTMENT 15 TO BE IN ACC.ORDAW.E WITH THE BUILDING CODE OF THE STATE OF NY AND MANUFACTURERS INSTRUCTIONS. S (� 3. VERIFY ALL DIMENSIONS BEFORE AND DURING CONSTRUCTION, NOTIFY EN61NEER OF DISCREPANCIES. DO NOT SCALE DRAWINGS. 4. DEVIATION FROM THESE PLANS,UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE ENGINEERS CERTIFICATION AND 15 A VIOLATION OF NY5 LAW. DRAWIW5 ARE THE COPYRI6HT OF THE EN61NEER. 5. THE EN61NEER 15 NOT RESPONSIBLE FOR THE DISCOVERY,PRESENCE,PREVENTION, REMOVAL OR HANDLING OF A515E5T05,HAZARDOUS HAZARDOUS MATERIALS,6A55E5, FUMES,MOLD AND/OR MILDEW. L 0 T 16 6.THE EN61NEER ASWME5 NO RESPONSIBILITY FOR CONSTRUCTION,MEANS METHODS,TECHNIQUES,5EQUENCE5,PROCEDURES OR SAFETY PRECAUTIONS AND PR06RAM IN CONNECTION WITH THE WORK. THE EN61NEER SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF RES . THE OWNER,CONTRACTOR OR 5UB-CONTRACTORS. �J 1. THESE PLAN5 ARE OF LIMITED SCOPE AND ARE INTENDED FOR USE BY EXPERIENCED OWNERS/BUILDERS FOR CONSTRUCTION ON 014ER5 PROPERTY WITH FINAL SPECIFICATIONS SELECTED BY THE OWNER. THE ENGINEER,NOT CONTRACTED TO CONTROL THE CONSTRUCTION px PROCESS 15 NOT RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED BUILDING AND SITE 15 IN COMPLIANCE WITH ALL BUILDING CODES, „p' LOCAL LAW5,REQUIREMENTS OR SUITABILITY FOR A PARTICULAR USE. THE ENGINEERS LIABILITY TO OWNER OR ANY THIRD PARTY 15 THEREFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED. O8.USE OF THE DRAWIN65 INDICATES BINDING ACCEPTANCE OF THE ABOVE CONDITIONS d ARE A PART OF AGREEMENT WITH THE ENGINEER WELL 2 q. ELEVATIONS BA5ED ON NAVD(I q8b),U50 a 65 DATUM 10. METES 4 BOUNDS d TOPOGRAPHY FROM A SURVEY BY PAUL BARYL51<I LS. DATED 10/30/20 0 O 11. NOT MORE THAN I ACRE DISTURBED. SANITARY CALCULATIONS: 5W MIN, 5EPTIG 5Y5TEM: FLOW IV"z� 18'-Q'MAX. c.roe. 5EPTIG TANK: 5 BEDROOM MIN= 1500 GAL (TABLE 2A IN 5GOH5 MANUAL) I~ WAYM MWa °•r ,: .:. . ,t, ,..��M, ,:�.,..... .,�r,,,.�_ •x t. 1 ,� REQUIRED: 1,500 GAL //�� �,\ GRADE ♦...� .G�r•��{wi•''t�t F-t' off"�li.<..L�''r.�}'��rZ :ter"'. + •'�•.wwti�.•. ' tl- 44 ::.;: . ;. ; :a{ =•r g = PROPOSED: 8' DIA. x 5' L.D. 5EPTIG TANK (1,500 6AL) 21{.PK+* w ».w,�:t:•r+r•.+Ili`.•tom � �•'' �f.: ;�, r y N � a" VERTICAL v �'' >� ' LEAGHIN6 POOLS: (TABLE 4 5GOH 5TANDAR05) SLOPE0� CA 10 FACE REQUIRED: 2-8' DIA x 8'- DEEP L.P.5 �1 ��. < � ■ 0 PROPOSED: 2- 8' DIA. x 8' DEEP L.P.5 PERSPECTIVE VIEW BEDDING DETAIL ROOF DRAINAGE CALCULATIONS: ANGLE FIRST STAKE TOWARD 36" MINIMUM 2x2 2 ROOF DRAINS A, B, G AREA: 4,300/3=1,300 50. FT. EACH POOL 1p raNata��r�lwr'.tu�nrr.nxwrunntir+lrt�tirr�rttn PREVIOUSLY LAID BALE.- �' �' FENCE POST 1J'Si+`\1811\f PkvV$IATfI)01 Arry y1WI1RrA RUNOFF=1,433 50. FT. x 1.0 x .11 = 244 CU. FT. ��• `r' fill 1019,N.".1 W.r'l IkN11V66k'd11 RXIN1NAGf f 10' DIA. RIN65 = 68.4 CU. FT. FLOW , -� 'P M ,�' � WOVEN WIRE FENCE ` ^' _ '; �s x s • 10110 wwF� REOD.: 244 GU. FT. / 68.4 = 4 L.F. (EACH POOL) G, PLAN VIEW PROPOSED: 10' DIA. x 4' DEEP L.P. (EACH POOL) ANOELO S . NIGOSIA, F .E . FILTER CLOTH t oP N NOTES: Engineering 4 Design srr I. LOT AREA=45,2gq.2 5qf t=1.04 acres 42 Hayward Avenue Mt. Sinai, NY 11166 BOUND HAY BALES EMBED FILTER CLOTH -- 2. DATUM=N.A.V.D (Ig88) 631-q28-2112 f=ax 631-15128-2163 �._ ROAD - PLACED ON CONTOUR MIN. 6" INTO GROUND 3. FIVE BEDROOM DWELLING Irn+wrsraAvrr.rrnwnanntvcxrnnrrArTrn Approved: 4" w_ t Wma� „rsrnntmlvncwwtlArinr„MParahnrtrA. 4. FLOOR AREAS: � ,��(j� �� _ 2 RE-BARS: STEEL PICKETS OR I MYWq IIII vlla'i,Mn)Alahi lAhnv.,cra,f fclrime+.l.acl. - £ EN 2"x2"STAKES 1.5'to 2' IN GROUND. NOTE: DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA cRoss sEcnoN IST = 2,3g8 sgft DRI VE LLG HAY BALES. 112 ACRE 1 100 LINEAR FEET 2nd = 2,381 sgft Op en to below= 118 sq ft . ANCHORING DETAIL 2205 GRANDVIEW DR., ORIENT SECTION DETAIL Garage = 802 5gft TEMPORARY CONSTRUCTION ENTRANCE 5. PROP05ED SANITARY SYSTEM: .. STRAW BALE DIKE DETAILS ✓s^'r. L�� ;'t (�€�c.�^�`-� SILT FENCE DETAILS b:.rt,NIS 1500 al 5EPTIG TANK EROSION CONTROL PLAN SLATE NTS g SGTM# 1000-14-2-3.1151 • \,,,v- r SCALE:%T. 2-8' DIA x 8' DEEP LEACHING POOL 1. 5GTM# 1000-14-2-3.lq Drawn : ASN Job No.:Rev.: Sheet: REVISIONS 5rcile: I"=20' Date: 4/lq/21 21-05Q I Of / TEST HOLE DATA NO 5URFAGE HATER5)HETLAND5 WITHIN 300 FT OF PROPERTY. LOT T O_ N r n'J I F3 NEIGHBORING SANITARY SY5TEM5 WITHIN 150 FT OF PROP05ED WELL. RL .�: (NOT TO SCALE) INO JAN2 `' `��� � r' I._' l B Y: ROY K. R E I S S I G, P E / / 150' NOVEMBER 5, 2020 @ 9: 30 AM 0. 0 - 0. 3 L 0 T 14 TOP SOIL - _ - 1 VACANT I S � � I TEST �\v '- 3. 0 B R WON SILTY SAND � � � ., PROPOSED SEPTIC SYSTEM � �- � - 0. 3 �L � SEPTIC TANK: 8' HOLEDIA,xS' L.D I I �°' 26. \ LP's: 2-8' DIA.x8' L.D L IZ � � � 10 - 9. 0' PALE BROWN \ � 91 � i ��,- � WELD SAND & GRAVEL \ 9 I ° SZ 0a r G,o2 5, ' MIN. BROWN SAND S ��0 / � � AND GRAVEL Ro°�c' � � � � LOT 7 9. 0 _ 17. 0 � � 1 7�� �`� RES . NO WATER ��� 20 MIN 5 <0 0 S � oc _ 0 4 5' � P 1 0 71.0 PROPERTY LOCATED AT ORIENT 3 5 4' 'SIA. CROSSOVER PIPE. � \ 10' MIN, LOT No. 15 AS SHOWN ON / MA; \1/2 EFFECTIVE DEPTH PSAP OF GL1 0' AND VIEW ESTATES FILED: JUNE 8, 1982: FILE No. 7083 11c" / �P 1 MIN. TOWN OF SOUTH OLD / MI .typ, � t"���.° o \ \ �� � ° 1 0 SUFFOLK COUNTY, NEW YORK `'' \��' 50' `Jo. \ \ \PROPOSED ❑ PORCH 2\SA)RY (5 BEDROOM) `b SANITARY GALGULATION5: �7� M N g�\\�\Nola A E DWELLING L� � o 0 6x� EL=29.0 50' SEPTIG SYSTEM: 1 2 _� _ o�a2� 2nd NR EL=40.0 ETBACK _ BASEM N� EL=19.0 0 ZG� °o �� GARAGE L=28.0 �, \ SEPTIG TANK: 5 BEDROOM MIN= 1500 CAL (TABLE 2A IN 5GDH5 MANUAL) 30 -� o o � o p REQUIRED: 11500 CAL 5. PROP05ED: 8' DIA. x 5' L.D. SEPTIG TANK (1,500 GAL) \ i ° �K \ �\ PROP000°��cP�-' �, U TI LI TYS00 % LEAGH I NC POOLS: (TABLE 4 5GOH STANDARDS) PROPOSED \i �I P K P \� REQUIRED: 2-8' DIA x 8'- DEEP L.P.S WELL wa� �� 1 �. PROP05ED: 2- 8' DIA. x b' DEEP L.P.S NOTES• 2 1. OT AREA=45 2gq.2 5 ft= 1.04 acres / \• \ / �R 'b \ 2. DATUM=N.A.V.D (Ig88) O \• QR�o • / v ��, BEDROOM DWELL I NC �O �/ 3. FIVE BE 4. FLOOR AREAS: IST = 2,5q8 5 f t \ �� 2nd = 2,5b7 s ft Open to below= 118 5qft \/ � 1 r Cz Garage 802 Soft S V U - 5. PROPOSED SANITARY SYSTEM: 1500 gal SEPTIG TANK -8' DIA x 8' DEEP LEAGHINC POOL / \ 2 1. 5GTM# 1000-14-2-3.I q / / L_0 T 16 � / RES . 1tx SUFE � NT DEPARTMENT OF HEALTH I I-I SERVICES WELL 150' PERMIT FOIA APPROVAL OF CONSTRUCTIONFORA SI ra LEFrti�I�. RI�SI DEtvI1� O LI� LOCK I NC DOVER � � � FF EL=29.0 TPLAN SGALE: 1 " = 20" EL=2-1.0O GRADE SGDHS 5 � TE I GRADE z x X Z < GENERAL NOTES D l E 1/23/22 H.S. EF. O. R-21 -1035 FRE5H AIR VENT _ _ I.THE ENGINEERS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS ` IN 14 'I N 20 N _ Z - _ CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK. APPROVED ,;Vu r �- X _ 11 N 2. ALL MATERIALS, ASSEMBLIES, GON5TRUCTION AND EG?UIPTMENT IS TO BE IN ACCORDANCE SEPTIG TANK PIPE MIN. - WITH THE BUILDING GORE OF THE STATE OF NEW YORK AND MANUFA6,TURER'5 IN5TRUCTION5. - t �1E �.lI +' 5 FDROOMS CLEANOUT IN51DE MIN. 4 DIA GLA55 2400 PIPE Q �N. 4 OF BUILDING PITCHED MIN. 1/471' _ _ - D�'`� 3. VERIFY ALL DIMENSIONS BEFORE AND DURING GONSTRUGTION, NOTIFY ENGINEER OF P/TG'H�p 015GREPANCIE5. DO NOT 5GALE DRAHING5. E �,PIRES THREE FEARS FRONri DATE OF` APPROVAL. INV=24.0 Ot O MSN' r�8'��' 4. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REU5E WILL NEGATE EXCAVATION INSPECTION REQUIRED 11� I n1 INV=23.5 I I ENGINEERS CERTIFICATION AND IS A VIOLATION OF NY5 LAW. DRAHINGS ARE THE FOR SANITARY SYSTEM BSMT EL=19.0 �- INV=24.5 3� OCOPYRIGHT OF THE ENGINEER. PIPE @ TOP I 5. THE ENGINEER IS NOT RE5PON51BLE FOR THE DISCOVERY, PRE5ENGE, PREVENTION, BY HEALTH DEPARTMENT OF RING i REMOVAL OR HANDLING OF A513E5TO5, HAZARDOU5 MATERIALS, GA:55E5, FUMES, MOLD ANOELO-o . - -LEAIAND/OR MILDEW.lo' � J F00 NIGOSIA/ min min 6. THE ENGINEER ASSUMES NO RE5PON51BILI7Y FOR GON5TRUGTION, MIEAN5 METHODS, Engineering Design TYP. BOTH LP 5 CSJ I TEGHNIOUE5, SEGUENGE5, PROGEDURE5 OR SAFETY PREGAUTION5 ANP PROGRAM IN CONNECTION WITH THE WORK. THE ENGINEER SHALL NOT BE RE5PON51BLE FOR ERRORS OR 42 Hayward Avenue Mt. Sinai, NY 11-166 SEPTIG TANK 13'-O'I I I OMISSIONS OF THE OWNER, CONTRACTOR OR 5UB-GONTRAGTOR5. 631-c125-2112 Fax 631-c125-2163 1500 (5A -7.I THE5E PLANS ARE OF LIMITED 5GOPE AND ARE INTENDED FOR U5E BY EXPERIENCED . I I I OHNER/BUILDER5 FOR GON5TRU6TION ON OWNERS PROPERTY WITH FINAL 5PEGIFIGATION5 VJc ter lines mustbe insvected by the � ��� `Y,I Approved: Q) m I 5ELEGTED BY THE OWNER. THE ENGINEER, NOT CONTRACTED TO CONTROL THE Suffolk Coun� Dept.of Health So^rvices. GON5TRUGTION PROCESS 15 NOT RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED C!ll (631)$52-5754,48 hours in 1 I BUILDING AND 51TE 15 IN COMPLIANCE HDRIVE 1TH ALL BUILDING GODE5, LOCAL LAWS, REQUIREMENTS LLG SEPTIG 5`rSTEM S 1 ' I OR SUITABILITY FOR A PARTICULAR USE.THE ENGINEERS LIABILITY TO, OWNER OR ANY THIRD advance, to schedule inspection(s). PARTY 15 THEREFORE LIMITED ONLY TO THE FEE PAID FOR 5ERVIGE5 RENDERED. 2205 CRANDVIEW DR., ORIENT NO CJGAL� 1 I 1 8. USE OF THESE DRAWINGS INDICATES BINDING ACCEPTANCE OF THE ABOVE GONDITION5 AND c�6 MIN. PENETRATION INTO VIRGIN r 1 L - - - - - - - - - - - - J ARE A PART OF THE AGREEMENT WITH THE ENGINEER. SGDHS SITE PLAN ,` `€ f STRATA OF SAND 6RAVEL a. ELEVATIONS BA5ED ON NAVD (IQ88), U5G $ 05 DATUM SGTM# 1000-14-2-3.Iq 10. METE5 � BOUNDS � TOPOGRAPHY FROM A 5URVEY BY PAUL BARYL5K1 L5. DATED 10/30/20 PER 50DH5 I Designed by: ASN Drawn b C Job No.: Rev.: Sheet: REVISIONS Gale: 1"=20' Date: 6/11/21 21-030 1 of LAND N/F N 21014'40"W 29829 MAIN ROAD LLC 150.00' MAP VACANT LINE 31.4' 30.6' Go �> co r- -- ----- - -- - -� o M 15.01 II OF SdV� I I I I I I I n'/► LOT 16 I O 0 y I �pC I i 15.0' 40.19' r Iri 20.02' I w N a CONCRETE NC4 22.03' FOUNDATION to TIFDN EL=27. 4 - – iII ZtOo to eq 28.76' 1.66' 1.66' 3. N 7 — — ,;r 0 �O N i N �p •N 10 0 G - ��► zo.6' R=565.41' �I :.244.55' .. L=47.01' " R=1360.43' L=103.05' 23.0' PAVEMENT 20_6' — GRANDVIEW DRIVE 24.6' LOT 15, "MAP OF GRANDVIEW ESTATES ORIENT", TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORKLOT7 FILED: JUNE 8, 1982, FILE No.7083 LOT6 CERTIFIED TO: OCOPYRIGHT 2022 WARD BROOKS.ALLRIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS CERTIFICATION SHALL RUN ONLY TO THE PERSON.THEIR INTEREST AND/OR ASSIGNS CERTIFl.ATTONARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAY,AND/OR EASEMENT OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCALE 1"=40' ANY ALTERATION ORADDITION TO THIS SURVEY IS AVIOLATION OF SECTION 7209-2 OF THE NEWYORK STATE EDUCATION LAW. DO NOT SCALE FENCES.OFFSETS SUPERCEDE.NO DORMERS.NO SOLAR. SCTM:1000-14-2-3.19 ELEVATIONS BETER TO NAVD88 DATUM INDICATED THUS 00 SURVEYED:04/26/2022 LAND SURVEY LONG ISLAND.COM � a;'s WARD BROOKS LAND SURVEYORs ' f�'='s' a 11 OCEAN AVENUE BLUE POINT, NY. 11715 (631) 576-7794 (631) 363-3179 ' 3 WARDBROOKSO@GMAIL.COMc�lc FILE#11156 LAND NIF N 21�IC4W W 29m wmm RoAD mc MAP VACANT LM -A OYEjc 3tX No POS- 30S 6.15 , WELL HEM 0 32ff z Au= 'ul 0 u- z m• C-4 CIO CD =r CIO rD a CA LOT 15 0 < 1- m > -- 0C= o 0 -5� co s. CL r m z b > ko K le m m LA FILTM z Zi 0 aw- El M c= M HEMER I-- �po Z rt 0 0 0 - ri rn - m :Z- --c n 0 m K n z r. . -- n c > m Fri u to J 0 un rn C) co Q% it p1ro MH j cu m MAS 0- M 11 z 0- Ul C3 23H E, 15-(r 17S Rd 2 STY ci Z) FR RES 0 zzff in al #2205 S.F. 20 FR-EL--2aw GAR EEM 15.Cr MFDM EL=VJW GFLJR- 0 ACs 6 cq 27-47 z au 36 3 Lc XT 13Z-i 2&T tu ul C) 23-q i4 c� < to fa 0 RIO MAS 0 n. cD MAS WALK w M(L 9 a aD zi lu PLAT- ogr (D 13 0 Z EM G! 93 � m to ONS pl ® 01 :;k < 20H 2&W 1:1111 lidill cow- 2mv 2W 2M' 0,41 h F 7, 3MAT L--103.(U LOT 15 ON GRANDVIEW DRIVE QMAP OF GRMDVIEW ESTATES ORIENr SITUATE AT ORIENT,TOWN OF SOlMiOLD SUFFOLK COUNTY, NBN YORK FILED:JUNE 8, 1982 FILE No.7083 LOT 7 LOT 6 CERTIFIED TO:KEYSTONE @CGPVRMU SCALE 1'=4Er SP-TM ELEVATKINS T0MVD'MfMMMMTMMaV FMAL SURVEY:,MV 2D,2023 LAND SURVEY LONG ISLAND.COM OF NW�y WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE CZ C BLUE POINT, NY. 11715 ') k (631) 576-7794 (631) 363-3179 50731 WARDBROOKSOOGMAIL.COM K -cssio NYSIF Now York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A 461392101 ASPEN AGENCY INC 'F 191 RONKONKOMA AVE RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER KEYSTONE RENOVATIONS INC TOWN OF SOUTHOLD 1521 5TH AVENUE 54375 ROUTE 25 BAYSHORE NY 11706 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12255813-4 1 365246 01/17/2022 TO 01/17/2023 1/2412022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2255 813-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:// WW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. THEODORE VERIOS(PRESIDENT)OF A ONE PERSON CORPORATION THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND T 4/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NIIMRFR-9789.3136 AC V CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) k. / 1 1112312021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lisa Marie Aspen Agency Inc ac°"No E : 631-471-7575 FLAAX No):(631)389-2439 191 Ronkonkoma Ave E-MAIL AooREss: I isa@aspen-ny.com onkonkoma, NY 11779 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: Southwest Marine&General Insurance Co INSURED INSURER B: Keystone Renovations Inc INSURERC: 1521 5th Ave INSURER D: Bayshore, NY 11706-3420 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00018919-1498299 REVISION NUMBER: 28 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLISUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MWDDIYYYY A X COMMERCIAL GENERAL LIABILITY GL2021 RLH00156 03/31/2021 03/31/2022 EACH OCCURRENCE S 1,000,000 DAMAGE To RENTED -------_._.._ -.__....._..__ CLAIMS-MADE 7 OCCUR PREMISES Ea occurrence S 100,000 MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY a PE� 71 LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea..r'ident ANY AUTO BODILY INJURY(Per person) S OWNED -__r SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY `AUTOS HIRED '-1 NON-OWNED PROPERTY DAMAGE S :AUTOS ONLY i AUTOS ONLY Per accident S UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE S DED I RETENTIONS 5 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I ER ANY PROPRIETORIPARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE (Lis) ©1988-2015 ACORD CORPORATION. All rights reserved. v"TAT workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured KEYSTONE RENOVATIONS INC 631-553-3312 1521 5TH AVENUE BAY SHORE,NY 11706 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 461392101 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"l a" PO BOX 1179 DBL399231 Southold, NY 11971 3c.Policy effective period 01/15/2021 to 01/14/2023 4. Policy provides the following benefits: X❑ A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: 0 A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. F1 B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above . Date Signed 11/23/2021 By Udd(S of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B, 4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if sox 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. D13-1120.1 (10-17) 1�1 ���� 11111111111111111111111111 Suffolk County Dept.of Labor,Licensing&Consumer Affairs fir'; HOME IMPROVEMENT LICENSE {r Name THEODORE VERIOS v — Business Na111C This certifies that the bearer is duly licensed KEYSTONE RENOVATIONS INC by the County of suffolk License Number: H-51113 Rosalie Drago Issued: 02/07/2013 Commissioner Expires: 02/01/2023 CGenerated by REScheck-Web Software �J( Compliance Certificate Project 2205 Grand View Drive Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,864 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2205 Grand View Drive Adelphi Innovative Designs, Inc Orient, NY 11957 1157 Willis Ave Suite LL3 Albertson, NY 11507 cOmp Compliance: 0.6%Better Than Code Maximum UA: 861 Your UA: 856 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter 1st Floor Ceilings: Flat Ceiling or Scissor Truss 35 30.0 0.0 0.035 1 Flat Ceiling: Flat Ceiling or Scissor Truss 2,763 30.0 11.0 0.025 69 Ceiling: Cathedral Ceiling 468 38.0 0.0 0.027 13 Wall 2x4:Wood Frame, 16" o.c. 5,037 15.0 0.0 0.077 332 SGD: Glass Door(over 50%glazing) 163 0.300 49 SHGC: 0.25 Window CAS: Wood Frame 158 0.280 44 SHGC: 0.32 Window PIC: Wood Frame 200 0.270 54 SHGC: 0.34 Window DH: Wood Frame 210 0.300 63 SHGC: 0.31 Wall 2x6:Wood Frame, 16" o.c. 924 21.0 0.0 0.057 35 Front Door: Solid Door(under 50%glazing) 42 0.390 16 SGD: Glass Door(over 50%glazing) 128 0.300 38 SHGC: 0.25 Meets the requirements of the Window CAS: Wood Frame 22 0.280 6 SHGC: 0.32 2020 Energy Conservation Window PIC:Wood Frame Construction Code of 115 0.270 31 SHGC: 0.34 New York State Floor over BAS/GAR: All-Wood joist/Truss 3,169 30.0 0.0 0.033 105 Project Title: 2205 Grand View Drive Report date: 05/21/21 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'equir ments listed in the REScheck Inspection Checklist. David Maschke _ 5/21/2021 Name-Title Owner Sig 'azure Date Integrity Home Energy Assessments 68 N Paquatuck Avenue East Moriches, NY 11940 (031)526-4006 Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 2 of 10 CREScheck Software Version e REScheck-Web �(J Inspection Checklist Energy Code: 2018 IECC Requirements: 89.0% 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 & Req.ID 103.1, ;Construction drawings and ; ;❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR 1]1 ;energy code compliance for the j 1 ;building envelope.Thermal ❑Not Observable :envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 :energy code compliance for []Not Observable [PR3]1 ;lighting and mechanical systems. ❑Not Applicable e j !systems serving multiple PP ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. i 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 (sized per ACCA Manual 5 based ! Btu/hr I Btu/hr ;❑Does Not [PR2]2 ion loads calculated per ACCA ; Cooling: Cooling: v I Manual J or other methods ! Btu/hr ; Btu/hr ❑Not Observable I approved by the code official. ! ;❑Not Applicable I Additional Comments/Assumptions.- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 {A protective covering is installed to !❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in, below 1s grade. E❑Not Observable ':[]Not Applicable 403.9 f snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. i❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 4 of10 section- Plans Verified Field Verified # Framing /Rough-In Inspection Value Value . Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not :table for values. [FR1]1 ;[]Not Observable ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted 11 U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.5 1 ;❑Not Observable ; [FR2]1 j❑Not Applicable ch ; 303.1.3 U-factors of fenestration products111Does ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance 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 linstalled per manufacturer's ❑Does Not instructions. !!❑Not Observable I j❑Not Applicable 402.4.3 Fenestration that is not site built I i❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting I i❑Does Not U ;AAMA/WDMA/CSA 101/1.5.2/A440 ;or has infiltration rates per NFRC ❑Not Observable ;400 that do not exceed code ;❑Not Applicable limits. ; 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa, )[:]Not Observable ; ',❑Not Applicable 403.3.1 ;Supply and return ducts in attics j #❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not V >= 3 inches in diameter and >= I R-6 where<3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ,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 ;joints/seams compliant with a International Mechanical Code or ❑Not Observable I International Residential Code, as ❑Not Applicable ;applicable. 403.3.5 1Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 !ducts or plenums. C❑Does Not 1❑Not Observable I ❑Not Applicable 403.4 HVAC piping conveying fluids 1 R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105 OF or chilled fluids i !❑Does Not below 55 °F are insulated to >_R- j 3 1❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC 4❑Complies ;Requirement will be met. [FR24]1 ;piping. ❑Does Not ,j i r❑Not Observable ! ❑Not Applicable 403.5.3 Hot water pipes are Insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 >_R-3. ;❑Does Not as` ; ;❑Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 5 of10 section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 lAutomatic or gravity dampers are '.❑Complies Requirement will be met. (FR19]2 installed on all outdoor air ;❑Does Not intakes and exhausts. ❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection ValueValue Complies? Comments/Assumptions & Req,ID 303.1 All installed Insulation is labeled ❑Complies ';Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. { ❑Not Observable #❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;.❑Complies ;See the Envelope Assemblies 402.2.6 E] Wood E] Wood ;❑Does Not Mable for values. [IN1]1 I E] Steel E] Steel ;❑Not Observable j ❑Not Applicable 303.2, ',Floor insulation installed per ❑Complies 402.2.8 ;manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the !underside of the subfloor, or floor ❑Not Observable ; framing cavity insulation is in ❑Not Applicable ;contact with the top side of i ;sheathing,or continuous insulation is installed on the I underside of floor framing and i ;extends from the bottom to the c :top of all perimeter floor framing ; members. 402.1.1, !Wall insulation R-value. If this Is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of theI Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall IEl Mass Massj [IN3]1 ;exterior,the exterior insulation ❑Not Observable j requirement applies(FR10). E] Steel Steel :,❑Not Applicable ; s , ; 303.2 ;Wall insulation is installed per I❑Complies [IN4]1 man ufacturer's.instructions, I❑Does Not '❑Not Observable j❑Not Applicable Additional Comments/Assumptions: rl I High Impact(Tier 1) 2 Medium Impact(Tier: 3 Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 7 of10 section field Verified Plans Verified, Fi # Final Inspection Provisions Complies? Comments/Assumptions"° R-' 1 . Value Value 402.1.1, Ceiling insulation R-value. R- W� R- ;❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood 1❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 :❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per #❑Complies Requirement will be met. 303.2 manufacturer's instructions. [FI2]1 Blown insulation marked every ❑Does Not :300 ft2. ❑Not Observable I❑Not Applicable 402.2.3 !Vented attics with air permeable #❑Complies Requirement will be met. [FI22]2 >insulation include baffle adjacent ' 3❑Does Not oto soffit and eave vents that extends over insulation. !❑Not Observable y -.g❑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. ❑Nat Observable UNot Applicable 402.4.1.2 i Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = :❑Complies Requirement will be met. [FI17]1 jach 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. [F[27]1 'determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ;leakage measured with a 'E-]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 cfm/100 ft2 across the system or ; ftz ft2 ❑Does Not <=3 cfm/100 ft2 without air zj handler @ 25 Pa. For rough-in ❑Not Observable :tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F12411 by manufacturer at<=2%of ❑Does Not design air flow. {` '❑Not Observable t❑Not Applicable [FIIg]z.1 n tProall d forbcontrol of ple rimary ❑Doests pNot liesiRequirement will be met. I heating and cooling systems and I initially set by manufacturer to ❑Not Observable )code specifications. i❑Not Applicable 403.1.2 c Heat pump thermostat installed j❑Complies ;Requirement will be met. [FI10]2 on heat pumps, A: ❑Does Not $ #❑Not Observable i m i❑Not Applicable 403.5.1 !Circulating service hot water ; ;❑Complies ;Requirement will be met. [FI11]2 ;systems have automatic or 'Z❑Does Not 'accessible manual controls. ❑Not Observable i J❑Not Applicable j 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 8 of 10 section Plans Verified Field Verified # Final Inspection Provisions Value Value " Complies? Comments/Assumptions & Req.ID 403.6.1 1AII mechanical ventilation system ❑Complies 'Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy j and air flow limits per Table ❑Not Observable I R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat _ ODoes Complies ;Requirement will be met. [F126)2 through one-or two-pipe heating Not isystems have outdoor setback control to lower boiler water ❑Not Observable (temperature based on outdoor ❑Not Applicable ,temperature. , 403.5.1.1 i Heated water circulation systems 1 ❑Complies [F128]2 have a circulation pump.TheI ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; E pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal !for hot water demand within the occupancy. Controls I automatically turn off the pump when water is in circulation loop is at set-point temperature and !! 1 I no demand for hot water exists. I ¢ I 403.5.1.2 I Electric heat trace systems ❑Complies ;Requirement will be met. [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable Ill desired water temperature in the piping. 403.5,2 (Demand recirculation water } ❑Complies ;Requirement will be met. [F130]2 (systems have controls that k ❑Does Not !manage operation of the pump i land 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 ;Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not :not applicable. B55.1. Potable water-side I pressure loss of drain water heat ❑Not Observable !recovery units < 3 psi for ❑Not Applicable Individual units connected to one or two showers. Potable water- side pressure loss of drain water 1 heat recovery units< 2 psi for Iindividual units connected to jthree or more showers. 404.1 ;90%or more of permanent ; 1❑Complies ;Requirement will be met. [FIG]' :fixtures have high efficacy lamps.f !❑Does Not $� ❑Not Observable ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 I no continuous pilot light. i IE]Does Not J Jj❑Not Observable f❑Not Applicable 401.3 11!Compliance certificate posted. ❑Complies [FI7]2 i i❑Does Not 1 ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 FMedlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 9 of10 "Section ecPlans Verified Field Verified # Fina! Insption Provisions Complies? Comments/Assumptions & Req.ID Value Value 303.3 ;Manufacturer manuals for I❑Complies ;Requirement will be met. [1711813, mechanical and water heating #❑Does Not !systems have been provided. 1❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 10 of 10 Generated by REScheck-Web Software Compliance Certificate Project 2205 Grand View Drive Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,864 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2205 Grand View Drive Adelphi Innovative Designs, Inc Orient, NY 11957 1157 Willis Ave Suite LL3 Albertson, NY 11507 Compliance: 0.6'/o Better Than Code Maximum UA: .861 Your UA: 856 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code.lndex 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. Envelope Assemblies Cavity Cont.�" 1st Floor Ceilings: Flat Ceiling or Scissor Truss 35 30.0 0.0 0.035 1 Flat Ceiling: Flat Ceiling or Scissor Truss 2,763 30.0 11.0 0.025 69 Ceiling: Cathedral Ceiling 468 38.0 0.0 0.027 13 Wall 2x4:Wood Frame, 16" o.c. 5,037 15.0 0.0 0.077 332 SGD: Glass Door(over 50%glazing) 163 0.300 49 SHGC: 0.25 Window CAS:Wood Frame 158 0.280 44 SHGC: 0.32 Window PIC:Wood Frame 200 0.270 54 SHGC: 0.34 Window DH:Wood Frame 210 0.300 63 SHGC: 0.31 Wall 2x6:Wood Frame, 16"o.c. 924 21.0 0.0 0.057 35 Front Door: Solid Door(under 50%glazing) 42 0.390 16 SGD: Glass Door(over 50%glazing) 128 0.300 38 SHGC: 0.25 Meets1he requirements of the Window CAS:Wood Frame 22 0.280 6 SHGC: 0.32 2020 Errergy Conservation Window PIC:Wood Frame Construction Code of 115 0.270 31 SHGC: 0.34 New York State Floor over BAS/GAR:All-Wood Joist/Truss 3,169 30.0 0.0 0.033 105 Project Title: 2205 Grand View Drive Report date: 05/21/21 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. David Maschke •' �'� 5/21/2021 Name-Title Owner Si ature Date lntegrity4 Home Energy Assessments 68 N Paquatuck Avenue East Moriches, NY 11940 (!031)325-4006 Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web CINJ( Inspection Checklist Energy Code: 2018 IECC Requirements: 89.0%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. `MU , N.S., a ;.�Y�! •:�:w:- - •'.u<C r+ty' %;tr.,w'xy y,,�,Va,.ry , ..:fi;,.". .b""' .7«,; .y ,�,. °:+.k vrp.•.�.: �G .;l%•:.., Sx�.� :C,�,'4''" . �.!' 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"h°'l'�-5 �:�n a;d:y :'•'*vi::ctx.'a4�JYa .F J{•;"� :;Ss;.$Qcl�'iD<G;••* :�.��:m��.c�-�r_ t�rr::�`6:¢;� :#`�Fn'' ur, i„�.sh.,?;r>3�><>, .�:1h';, i'l"E °>a`stud;:,'t�7?4� %� £S;.sf3+:s�+ �6::.'r��`.R�.-&;'�'�`�`"�,a...un'� ah..,;.ar,.I+- _�Ma.�.<,....._nz$r'w xvv 103.1, (Construction drawings and ” y ' ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate ," a ', `:.'1 r❑Does Not [PRI]1 !energy code compliance for the ❑Not Obse rvable building envelope.Thermal :envelope represented on q ' ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies IRequirement will be met. 103.2, ;documentation demonstrate 4 #=<;µT`,, r=UNot ❑Does'Not 403.7 :ener code compliance for w::f'W, ; `'9Y P i ^'❑Not Observable[PR3]1 Ilghting and mechanical systems. y.; M �. a ,';❑Not A licable Isystemsserving.multlple -.:.x��°x>:p�.. ; ,w. PPi dwelling units must demonstrater :compliance with the IECC ,Nx (Commercial Provisions. :Q2 „W axe ;ti Heating and cooling equipment is I Heating: Heating: i❑Comp.11es IRequirement will be met. 4.�3 7'� ';sized er ACCA Manual S based i Btu/hr I Btu/hr z p f❑Does Not I ori loads calculated per ACCA i P ! Cooling: : Cooling: :❑Not Observable I Manual J or other.methods t Btu/hr ' Btu/hr p ._ z a the code official. ❑Not Applicable } I ': PP roved b Y Additional Comments/Assumptions: 1 High Impact(Tier 1) Y:2F^ Medium Impact(Tier 2) ;'3'. Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 3 of10 ' - - - - .:c:-u ar--., �.,m^.. y,; _""taaiS-✓'yo" -�:'e:.. ,..;,;��, .G�.r- .;STs �:.r,' "cY,a a .� .v�: E... _�'�� v:�,4�t„X,.. nr,S^,r } ,.�-,�::s 4µt+, sS ,N"- �'Si� �":R^` ;`y:t' ..'tsx..•'G -. .,..;w....-c,...H:•"'-i„>b`�,{l"'<'f., •T�.S _T�' `v< ^'�7a" t. - int' .*.. f _Y'; -.\• +'y x'qb.- .i•;",F2-��` =-°a.,.�t.,., ,`Y. 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E❑Does Not f � ![]Not Observable I ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,;2 Medium Impact(Tier 2) 3: 1 Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 4 of10 U_ See the Envelope Assemblies :E]Does Not 402.3.4 table for values. ;E]Not Observable :E]Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U_ :[]Complies Isee the Envelope Assemblies !table for values. 402.3.1, average). PDoes Not 402.3.3, -]Not Observable 402.5 303.1.3 U-factors of fenestration products omplies !Requirement will be met. [FR411 :are determined In accordance E]Does Not Itaken from the default table. E]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier OComplies :Requirement will be met. [FR23]1 i installed per manufacturer's 0Does Not [:]Not Observable 1 ONot Applicable 402.4.3 Fenestration that is not site built [komplies Requirement will be met. [FR20]1 ;Js listed and labeled as meeting "T E]Does Not E]Not Observable i or has infiltration rates per NFRC E]Not Applicable i400 that do not exceed code IC-rated recessed lighting fixtures ODoes Not at housing/interior Tini. and labeled to Indicate:52.0 ctm leakage at 75 Pa. E]Not Applicable 403.3.1 !Supply and return ducts in attics ElComplies ;Requirement will be met. [FR12]1 :insulated > R-8 where duct is El Does Not E]Not Observable R-6 where<3 inches.Supply and return ducts In other portions of E]Not Applicable �the building insulated >= R-6 for diameter>=3 inches and R-4.2 :for<3 inches In diameter. ElComplies 403.3.2 :Ducts,air handlers and filter !Requirement will be met. [FR13]1 :boxes are sealed with Z; E]Does Not 'Joints/seams compli ant with -01[]Not Observable I al International Mechanical Code r Q7 International Residential Code, as ONot Applicable E]Does Not TF ![F ducts or plenums. [:]Not Observable ONot Applicable, HVAC piping conveying fluids i R- R- :E]Complies :Requirement will be met. qabove 105 QF or chilled fluids ElDoes Not b 1 55 OF are insulated to �:R- e ow UNot Observable 3. tlNot Applicable 403.4.1 :Protection of insulation on HVAC Elcomplies Req u irement will be met. [FR2411 piping. E]Does Not E]Not Observable E]Not Applicable #03--1 5,�.",rXti,W Hot water pipes are insulated to R- R- ;E]Complies !Requirement will be met. -]Not Observable :E]Not Applicable 1 High Impact(Tier 1) ''?,IMedium Impact(Tier 2) $,-ILow Impact(Tier 3) Project Title: 2ZO5Grand View Drive Report date: 05/21/21 Datafi|enanoe: Page 5ofl0 Automatic or gravity dampers are LJComplies Requirement will be met. ,IM installed on all outdoor air DDoes Not intakes and exhausts. EINot Observable EINot Applicable ON 0111111 Additional Comm : . 1 High Impact(Tier 1) Medium Impact(Tier 2) Low I m pa ct(Ti er 3) Project Title: ZZ05Grand View Drive Report date: 05/2I/21 Datafi|ename: Page 5oflO Sectlo'tl awoo, ii 0"g, vx-1 n U MITI "Alm . ...... ZRR "S Elcompl All Installed Insulation is labeled lies !Requirement will be met. -values E]Does Not or the installed R V ig M lrol`;M Provided. EINot Observable NN E]Not Applicable 402.1.1, Tloor insulation R-value. I R- 1 R- ;E]Complies ,See the Envelope Assemblies 402.2.6 El WoodE] Wood PDoes Not (table for values. [INI]i Steel Steel :.ElNot Observable :E]Not Applicable 303.2, Floor Insulation Installed per ElComplies 402.2.8 !manufacturer's Instructions and E]Does Not [IN2]1 I In substantial contact with the :underside of the subfloor,or floor E]Not Observable :frarning cavity Insulation Is In nNot Applicable :contact with the top side of :sheathing,or continuous Insulation is Installed on the ;underside of floor framing and ,extends from the bottom to the nu 'top of all perimeter floor framing members. 402.1.1, :Wall insulation R-value. If this Is a R- I Rw ;,[]Complies ;See the Envelope Assemblies 402.2.5, imass wall with at least 1/2 of the E] Wood I E] Wood :[]Does Not ;table for values. 402.2.6 :wall insulation on the wall 11 n [IN3]1 :exterior,the exterior Insulation : Mass Mass bNot Observable I I❑ Steel tlNot Applicable :requirement applies(FRIO). Steel 303.2 1 Wall Insulation Is Installed per Comp es [IN4]1 manufacturer's Instructions. E]Does Not E]Not Observable Applicable Additional Comments/Assumptions: I High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 2205 Grand View Drive Report date: 05/21/21 Data filename: Page 7 of10 Lb KF 402.1.1, Ceiling insulation R-value. R- R- ;,E]Complies ;See the Envelope Assemblies 402.2.1. :table for values. Wood E] Wood TIDoes Not 402.2.2, E] Steel E] Steel UNot Observable 402.2.6 Elcomplies :Requirement will be met. 303.1.1.1,iCeiling insulation installed per 303.2 ;manufacturer's instructions. E]Does Not [F12 Blown insulation marked every bservable EINot Applicable Vented attics with air permeable Complies :Requirement will be met. insulation include baffle adjacen 0Does Not to soffit and eave vents that EINot Observable extends over insulation. ONot Applicable 402.2.4 ;Attic access hatch and door R- R- ;,E]Complies ;Requirement will be met. [F1311 :insulation �:R-value of the 'ElDoes Not ;adjacent assembly. UNot Observable �,E]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 tlComplies ;Requirement will be met. [FI1711 iach in Climate Zones 1-2, and :E]Not Applicable 403.3.3 i Ducts are pressure tested to cfm/100 cfm/100 ElComplies Requirement will be met. [F127]1 ;determine air leakage with ft2 ft2 ieither: Rough-in test:Total UNot Observable 'leakage measured with a ';E]Not Applicable ;,pressure differential of 0.1 inch w.g. across the system including ,the manufacturer's air handler enclosure if installed at time of Aest. Postconstruction test:Total 'leakage measured with a .pressure differential of 0.1 inch 1,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 iE]Complies Requirement will be met. [F1411 cfm/100 ft2 across the system or UDoes Not <=3 cfm/100 ft2 without air 'handler @ 25 Pa. For rough-in :E]Not Observable ;tests,verification may need to 1EINot Applicable ,occur during Framing I z 'Requirement will be met. 403.3.2.1 Ar handler leakage designated [F12411 by manufacturer at<=2%of Not ,design air flow. "'i-LiElNot Observable E]Not Applicable ;Requirement will be met. 4VJ11, IRM' Programmable thermostats Does Not ;0_0 installed for control of primary heating and cooling systems and .,.�.IE]Not Observable EINot Applicable initially set by manufacturer to 5t, code specifications. ;Requirement will be met. ..4.1�idlHeat pump thermostat installed Elcomplies heat pumps. Not DNot Observable EINot Applicable Circulating service hot water systems have automat E]Does Not accessible manual con ONot Observable ONot Applicable ' 11 High Impact(Tier 1) Medium Impact(Tier 2) L o w I r n p a c t(T i e=r 3=) Project Title: JZO5Grand View Drive Report date: 05/21/21 DataV/ename: Page Onfl0 Olans Verified Field Verified Value Value bi'Qj:_-�,- 'All mechanical ventilation system ElComplies lRequirement will be met. fans not part of tested and listed Does Not Observable HVAC equipment meet efficacy and air flow limits per Table U Not Applicable ElCom plies 1 Requirement will be met. Hot water boilers supplying heat El systems have outdoor setback :: " X'* control to lower boiler er Observable wat out or EINot Applicable temperature based on d o Heated water circulation syste have a circulation pump.The IV"ElDoes Not system return pipe is a dedicated Observable return pipe or a cold water supply ...... ONot Applicable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for 1""'Icirculating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pum :-�when water is in circulation loop Is at set-point temperature and kO no demand for hot water exists. Electric heat trace systems comply with IEEE 5151 at UL Does Not 515.Controls automatically �%�Jadjust the energy input to the N t Observable I Not Applicable heat tracing to maintaill th� ,.-,des1red water temperature in the 1 piping. 4.b&'9:2�*,'',�Demand recirculation water plies I Requirement will be met. ElDoes Not systems have controls that manage operation of the pump J'� Observab— V. -,and limit the temperature of I "ONot Applicable entering the cold water piping to < 104L Drain water heat recovery unit ElComplies Exception: Requirement is Not f 131] tested in accordance with CSA !not applicable. B55.1. Potable water-side pressure loss of drain water heat E]Not Applicable recovery units< 3 psi for individual units connected to one 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 OComplies ;Requirement will be met. [F16]1 fixtures have high efficacy lamps. C]Does Not E]Not Observable Not Applicable El 4b4.1-.1 Fuel gas lighting systems have Complies !Requirement will be met. jF-123]3 no continuous pilot light. Not [:]Not Observable 'EINot Applicable 61.� Compliance certificate posted. DDoes Not fElNot Applicable 1 High impact(Tier 1) 1 2 ]-Medium Impact(Tier 2) Low impact(Tier 3) ProjectTitle: 2Z05Grand View Drive Report date: 05/21/31 Data filename: Page 9oflO ' ` va Manufacturer manuals for omplies :Requirement will be met. LJDoes Not 11 mechanical and water heating systems have been provided. []Not Observable -E]Not Applicable AdddtixnaUCornments/Asmmpti.ons: ' 1 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier 3) ` Project Title: 2ZO5Grand View Drive Report date: 05/21/21 Data filename: Page l0oflO I I KITCHEN I I 00 I El Q J 8" HIGH LANDING ADDED. 0 z "' FINISH FLOOR ON 5/4" PLY — _ 5U5FLOOR ON 2X8 FJ @ 16"0.0. ON 2X6 STUDS @ = 16' 0.C. ON CONTINUOUS ��� z�_ + 2X6 FRF-55URE TREATED �A p = O I o SILL PLATE ON P.G. SLAB 2868 � Q j A EEI : I J J I ADDED 2868 3/4 HR.UL LABEL SELF CLOSING FIRE DOOR. GARAGE I DINING ROOM VED ARCy� P, '�� eric Nicosia REGISTERED ARCHITECT .CCJ P0Bmc879,Rodry Pcht,N.Y.11778` Telephow:(831)928-4458 E-Mal:ad'11ect@opbniks.net t V I I * GRANOVEW DRIVE,LLC. ms GRANDV64 DR. ORtSYT,lVs:W YORK "9J 0245T5 -0 FIRST FLOOR AMENDMENT OF NE`s Seale:1/4°=1!-o Dal - z Job#:21-030 By:E.N. 'e r AS NOTED PLOMBER CERTIFICATION AON LEAD CONTENT BEFORE DATE: B.P.# CERTIFICATE OF.00CUPANC FEE: . SOLDER USED IN WATER NOTIFY ,BUILDING DEPARTMENT AT SUPPLY SYSTEM CANNOT 765-1802 8.AM TO 4 PM FOR THE EXCEED 211.0 OF I%LEAD. FOLLOWING INSPECTIONS: " 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH = FRAMING & PLUMBING -PLUMBING. 3. INSULATION f` ; `LL PLUMBING WASTE 4. FINAL - CONSTRUCTION MUST q.i IMATER LINES NEED BE COMPLETE FOR C.O. i ;1Nal'. EFORE COVERING ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 00 NOT P' _ 'VRAM,ING UNTIL SCJI EY�, S i O FOUNDATION:Lob..71"k ;.; .: . S0 0L D T0WN PLA BOARD 11 HAS.SEEN APPRNW6. S0JHft010WrRUMES Blower door and ductwork -)CCUPANCY OR testing required. JSE-JS UNLAWFUL WITHOUT CIERTIFICK Must provide Manuals OF OCCUPANCY D,J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 All exterior Iighting OF THE TOWN CODE, installed,replaced or repaired shall conform to Chapter 172 of the Town Code r I r // • van N;gwojm M PRO lirac • • I o • ,-. • rrt • . •• - • • - ,. • th ..IFL111o(rlSO l�.. - ,��(l1�irlrillrll�ll..� • - • • � •• •- ../Irrllnrllln�rll�,. Ir1�,, 1 WIS&NOWWOO . - "• � '- _ _ "- ..Irrrlmrrinrrllmrrlm,. _ Inrlrl _ - • - . . . . .;_ •; - ., ', . -= ,/Irrinrrllrnrrl�l(Ilrllrnrrinrr��. - - . - - . _ - .,.�11�11rrlrnrrlmrllmlllif III Irnrll rii.�. - �il�lrrllnrrll�(rll1nr111mrr1�(lrrllnlrrrinr�.. ...�rnr1111trrrlmrllmnllmrllmrllrnrllmtrrlrnrr�.. ..�mrllnrMI■trrrl�irrllmrrllr(Rill mrllnrrrlmrlllrlrrrl�l.. 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II/tilli/t` �(/111�t/rllmlrin`" �(mill m1 In/111m11 it/Ir1m111n/lrlrnllr�t/lrrmr/1n■111 11 �� . ___. - - - . _ — O 11 (r11mN111 O /t/(rrm111m111 �� imnl ll1m111m 1m1r1m111m111mr11m1rIm1111t/irll • •-• •- - - � • ■ /111�xtrlr ilrt/111n/rrin/rl Iln/1r1� mill IBM ir1rn111/t■r11rn111■x/r11m111�t/111rt■lr - • -- 11 /(rrrltlt/ 1111m1r1�i/r1rr11 Ilrlmrrl III fill ■III III m111lmn��(/nnj mr1�rlr/irlmi •- -• - - . ` - - -•• 11I 11nilli■i oil MIN r/111m1 In/111m11 rl/III III n/n m 1 n/ 1 m 1 n■n Irl . __ _ . __ -_. . 11 (I��mlrl /x/r11■x/111m111 Imlr1 filimi A A _ _ . . ■ 11(11�i1M11 Irn/Irlmlll/t/1) 11mrr1� ■111m111■� 111m111�t/111/(/r11mr11mr11�rrr11mr1 - •- ,- - - -• - .. 11 Mtr►:rr�lrir (111mrrlrnrllm In1m111 rrrmrrll ■rr1m111mnlmrlrmnlmrrlmlrrlml , _ , . , . _ . 111 l��r/rl�lln (/111n■11rrn11r� i/111n/I In/r11rn11 r(�11r■t/111rnrrrmrrl 11 11 1 • lrlmr __-- .--_�mrr1 111mnrm lmnlmrllmrr1mr11mrr1mr11m1r�11 .- ,-- - 111imnlrt■ n111nirrll/(�rllrnlrl/tr111mlrin/nl �i/111mrrlr 111mr1111ri 111n/r11n/r11rn111�t/111m1r1�t/rllmlr -•• rnrll oi1111rIMIrI It/rrr1�/111�i1111m111m111�t/rllmrr1m11r�trrr1m111 111mr111 ■lrlmrllmrrimrllmlrimrirnrlrl■t/I _ -•• _ _ _ . - _ _ — II��/1/111Ii11�r�n/111x1/111n/r11n/111�r/11r�r/I11/I/1 1/r/111/I/11 rr��rl■t/111/t�111�1/11r�(/lrin/Irin■1111q �—. 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III�.._I_,.,.�,_L.,_I���Ir 1111 • . •• . /1111/r11rt/1lrrnrllmrlln/r1 �t�111n/111/tl Il�t/rl - - - _- - - - Ii�x/_I I ill II�I 11 qi II tl 1111�II Ill I 1 � ' , 11'I II 11.11 II Il�'11111 iI1(1,1 II --�--_--�--�-----------------�_--� -----��-- _--------�------------------ ----�-- - i i nln'nln!n�i�nin ir��,R,nl�lnl� I I ! 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Inim111m111mr11m111 f/111mr11rn11r/tl • � ■r11rn 111mr� Ir�r/1 In/r� In/111 ir/rl - - • 1/rlrrnirllr/1111t■Ir111/rl 1t/111n/1111t/Ir11 II ii/r1111■11�■I■111.1■11�■1111■I■11�■1�11�■i/1111(/ Irrinl 111(1 1111/11 1111 - . , • .. . - I x11 r1r 111rt/r111r� llmrllmrr1rnr11 ��� I Irn�11/trll�mll� lrlmrll/ Lkkl MI_lrmrl�rr �r�� rr111 1x111(1 (1�� ■��� ■■ ..• A - EMERGENCY ESCAPE AND RE56UE OPENING5 NOTE-51 ALL WINDOWS TO MEET EMERGENCY ESCAPE AND RESCUE REQUIREMENTS A5 FOLLOWS IN R310.1 8310.1.1 OPERATIONAL CON5TRAINT5: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE 22'_gr 20'-0" 22'-0" OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICE5 ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH A5TM F2000. A44.06_21, Ac'u-re- IRCE 20'-0' SHT.7 8310.2.1 MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE TVA NET CLEAR OPENING OF NOT LE55 THAN 5.i SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY TH15 SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY COLUMN HOLD POW45 E50APE AND RE50UE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL TYP. SEE DETAIL 5HT. O 3'-4" 18'-2" BE NOT LESS THAN 24" AND THE NET CLEAR WIDTH SHALL BE NOT LE55 THAN 20". - --------- --------------- ---------- ------'---------- EXCEPTION: GRADE FLOOR OPENING5 SHALL HAVE A NET CLEAR OPENING OF NOT LE55 THAN w. •• t T. . ..,.r:'.. •l. •., •:a is .�: ••A•, �.•i!' ...,v'•t• :i •i••'. mit•;.:•:�y:'•j .• '• ;•�' �..• M.::.,. N :. ••1•.y.'�.• •:Y' { a rye•` .t: !:•1'i,• Y _ R405 FOUNDATION DRAINAGE. A DRAINAGE SYSTEM 15 NOT ----------------------'--'------ I REQUIRED WHERE THE FOUNDATION 15 INSTALLED ON 8310.2.3 WINDOW WELLS: THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE O 50. FT, I •'~•b I------------------ 1 11 '; _ WELL-DRAINED GROUND OR SAND-GRAVEL MIX VRE SOILS WITH A HORIZONTAL PROJECTION AND WIDTH OF NOT LE55 THAN 36". THE AREA OF THE WINDOW ACCORDING TO THE UNIFIED 501L CLASSIFICATION SYSTEM, Q WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENIN TO BE FULLY OPENED. GROUP I SOILS, AS DETAILED IN TABLE R405.1. �' EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6 IN. INTO THE REWIRED DIMENSIONS OF THE WINDOW WELL. 1-____- _ ----------- R310.2.3.1 LADDER AND STEPS: WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES 1 I 4" P.G. PORCH FLOOR 1 ----- SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR 5TEP5 USABLE WITH THE WITH STONE VENEER i- I ;. ., .• , ... .:...,. •<•• . :: �'"`' ' ' "`'` ' '` "` "''""`' +• ,. ( WINDOW IN THE FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THI5 SECTION SHALL OVER 6" COMPACTED SAND L• :t±Ai.:i,..; :. .. ;:.�•.:..: .• :.►. ..:•::.'.s.:i: . ... ,...:. . :,...�..,.:.:.. �. �i'•� COMPACTED IN 3' LIFTS � NOT BE REQUIRED TO COMPLY WITH SECTIONS 8311.7. LADDERS OR RUNGS SHALL HAVE AN INSIDE ::'•, I To OMPA CTED IN DENSITY WIDTH OF NOT LESS THAN 12 INGHE5, SHALL PROJECT NOT LE55 THAN 3 INCHES FROM THE WALL AND SHALL BE SPACED NOT MORE THAN IPS INCHES ON CENTER VERTICALLY FOR THE FULL ( !`•; 1 r— r`— ;: HEIGHT OF THE WINDOW WELL. ' 100X20" P.G. PIER TO GRADE CENTERED TVP. FOUNDATION 501L BEARING OF 2,000 POUND5 PER SQUARE FOOT APPLIE5 TO THE FOLLOWING CLA55ES OF I " 30 DEG�REE5 MAX. ------ f-- ------ ---- -- 1 1 501L MATERIAL ONLYs6 iCP�SPaG�6M�6G.NOTIFY C-N�SINEER IF SITE CONDITIONS VARY FROM Aft CONDITION r �, .Z.' '.�:•'.at •�vas .�... , •'' ''•::i."'••'!n;.;'•�;: 's' • ;•. }..;,•�'��.,5`•.:�:•'= : I I I •' — .:,, :� :•�"`,�• ; .:,+;..%:...-,:.. ,• BASEMENT WALLS,FOUtVAT1C�!WALLS,EXTERIOR WALLS AND OTHER VERTICAL CONCRETE F_)(I'CK�TO THE '' -• - : ::;1% ,` ORV E5,CARPORT SLA95 AND 5TEP5 EXPOK�TO • •••' HEATHER TO BE 35C)O P51 ® 28 DAYS.PC7URED C�C)NGRET'E.P ———————————————— THE HEATHER AND GARASE FLOOR SLAB TO BE 3500 PSI POURED CONCRETE.ALL POURED CONCRETE 15 TO BE 21'-0" FOOTING UNDER P05T5 STEP FOUNDATION? . AIR ENTRAINED.NOMINAL 5LUM', WALL5 6 5LAB5 5." I13'-O"x3'-O" IN WALLS TYP. I 30 6REE5 MAX. , 1 1 I6'-8" I = O' HIGH x 10" THICK P.G. WALLS ;; Q 1 !.•, 1 "' ON 20" WIDE x 10" THICK P.G. FOOTINGS u) IN AREAS SUBJECT TO DECAY DAMAGE AND ALL WOOD IN CONTACT WITH THE GROUND SHALL '•� " 2-#5 REBAR IN BOTTOM OF FOOTING ri f la 2 , . REQUIRE THE USE OF APPROVED PRE5%RE PRE5ERVATIVELY TREATED OR DECAY-RELUMBER 1 I -- ,, AROUND ENTIRE PERRIMETER. -- VERTICAL REINFORCEMENT: #6 REBAR ® 31" . L____-----f ..:��, --- --- -- TREAT GUT ENDS, NOTCHES 8 DRILLED HOLES IN ACCORDANCE WITH AWPA SUBTERRANEAN :..: L--------r ,....;, -L----- -� I I '''�' HORIZONTAL REINFORCEMENT: 1-#4 WITHIN 12" HO n ... . , ,>. ,. , • :. .. ^ . •, ., # Y. I ,� . , _ :`: ;. �.., .; ;;: '' WALL TED PROPANE BOILER ,�.... , _' ; ,�..,,, , TERMITE CONTROL TERMITE T t o. r, '.,. ..:..� .. :..i•••...': J•:, _ ,.t. I OF TOP OF WALL AND 1 4 NEAR THIRD POINTS IN WALL T .•::: %:' :...•w. :. ACCORDANCE WITH THE AWPA STANDARDS AND/OR TERMITE RESISTANT WOOD. CHEMICAL 501E I �- ---------- - -t ..I -J 111/8" AJ525 F.J. 12" OZ. L___ BEAM POG TVP. ----_ MIN•VIRECT VENT.IN H HOT HATER 5 HATED IL. TREATMENT MAY AL50 BE NEGE55ARY DEPENDING ON 51TE CONDITIONS. I ¢}� J I I WITH M NUAL J AND MUST HAVE _ I ( COMPLI NCE CERTIFICATE. VENT 6'x6'AGO POST OFINA&E. SURFACE DRAINA6E SHALL 13E COLLECTIONNOT To CREATE A HAZARD.(VERTED TO DRYWELL5 OR LOTS SHALL BE GRADED SO AST O DRAIN WATER T I 4kL FR%MI1THA j" MED q� _ POST FROM HEADER ABOVE TO FND. ( LOCATION TO BE MINIMUM 12 FROM 514x-,ON E P544A OR EQUIV. pI,FBE(RATIASCR r �.I ( AWAY FROM FOUNDATION WALLS A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OR 5WAL.E5 BILCO sta E 5 I �, - ANY AI OPENING INTO A BUILDING POST BASE.24 DIA FOOT1tJ6 DIP SHALL BE PROVIDED TO ENSURE ORAINA6E AWAY FROM THE STRUCTURE. 1 11711C* ojull 5 X I I PER 6 21.8 SECTION 2. WINDOW WELL R QUIV. 1 1 ^ p ppp ' I -0 5/8" THICK X 6 . BDt Bo1LE TER HEATER TO COMPLY SEE EMERGEN Y APE �. POST FROM HEADER ABOVE TO COLUMN _FET�111ED r -'I -� „ OVER E WITH G . 20 d 28 OF NY5 BUILDING 6EOTEGHNIGAL EVALUATION. IN LIEU OF A COMPLETE 6EOTEGHNIGAL EVALUATION, THE LOAD OPEN( G TE5. m 22'-2" - IO-5 ;•• COPP. BEARING VALUES HAVE BEEN ASSUMED. COMPRESSIBLE OR 5HIFTING SOILS SHALL BE REMOVED, I 2xI0 ACG WI W ME 1 I ( II 1/8" AJ525 F.J. 12" OZ., \I O R T K. 11 CONCRETE• MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH #5 REBAR OVE W OW- I I ( m ■ I . ;+ 4-b = J _ `r 4" P.G. PORGH�FL-OOR THE APPLICABLE STANDARDS LISTED IN AGI 318 OR ASTM G 115"I. REINFORCING STEEL AND SEE SECTION L. I „ L-� COLUMNS WITH POSTS ABOVE REQUIRE, 11 1/8" 10 F.J. 12" O.G. _ „ INSTALLATION TO BE IN CONFORMANCE WITH AGI 318. ANCHOR BOLTS TO BE IN CONFORMANCE WITH 1 I I 1 AJ510 F.J. 12 O.G. -0 t Q_ 36 4" DIA. STEEL COLUMN I ___ /OVER 6 COMPACTED SAND ASTM 30"1. 3'-0 x 3'-0"x I'-6" P.G. FOOTIN65 NNLE55 NO ) r •, •. - - TYP. 6 PLACES in = r-t-1 3 • CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDIISTURBED NATURAL SOILS. ALL EXTERIOR a. ►Q I I I I DROP WALL TO GRADE `� FOOTINGS SHALL BE PLACED AT LEAST 3'-0' MINIMUM BELOW GRADE. THE TOP SURFACE OF FOR DOOR 3010 r _ FOOTINGS SHALL BE LEVEL. GRANGES IN ELEVATIONS AND ADJACENT SLOPE REQUIREMENTS SHALL 1 I 1 I I POST FROM HEADER ABOVE TO COLUMN —I ''" -- J : f '- --,/ STEP FOUNDATION _ _-!-- 371° - BE IN CONFORMANCE WITH THE CODE. 1 - 1 L_ _J II Z/8_ J510 F.J. 12" O.G. _y �y - - CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN THE CODE. BACKFILL I � v ':a •a'' •if' •. 'f •Ia''''••.:a•` ' 'a• .4'.' .v. ..'•. 1i.•'•'j• •a�'t• ,t' ar:. ip ( 11 1/8" AJ525 F.J. 12" O.G. I Q tt ( ''' - --- :;'' r :;:: .i:. <• :i' l,.i:...., --_----_-------_t_ _ ■ SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS 5UFFICIENT STRENGTH AND HAS I Q " " L I J c�'v I !''' 3'-O" _---- �y. I BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMA N ( cv II 1 AJ510 F.J. 12 OG. - - BA5EMENT I 1 ;:;: ---1 w'•. I N BY THE BACKFILL. SUCH BRACING 15 NOT REQUIRED FOR WALLS 5UPPORTIN6 LE55 THAN 4 FEET OF 1 1 4" P.G. SLAB :` = 1 '�': I 25'-0" 1 UNBALANCED BACKFILL. 10"x20" P.0 PIER TO E E � ;;: ( = CL 60 I V�ApPORq�R�ETpARDE51TY RUNDER. I"I -K`i I ` I ( FOUNDATION DRAINAGE, A DRAINAGE SYSTEM 15 NOT REQUIRED WHEN THE FOUNDATION 15 _jT:• 'Y, I I CC) AGPTED IN 3'SLI = ,X p 15, 1„ 1 I 1 I I INSTALLED ON WELL DRAINED GROUND OR SANDGRAVEL MIXTURE SOILS ACCORDING TO THE , _ I TO 05A5 PROCTOR DEN m UNIFIED 501L CLA551FICATION 5Y5TEM, GROUP 150IL5. OTHER SOILS REGtUIRE DRAINS AROUND ALL Q dJ ,?c 541_811 tt t I I 1 1 CONCRETE OR MA50NARY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSED HABITABLE OR •:• = I ��"'• 1 m Q 11 1/8" AJ525 F.J. 12" O.G. 4 _ m __ ( •:•'. USABLE SPADES LOCATED BELOW GRADE. (- '- -1 L .� cv FOUNDATION DAMPROOFIN6. EXCEPT WHERE REQUIRED TO BE WATERPROOFED. FOUNDATION HALL5 „ " r -c�-�-.-�� I 1/8" J510 F.J. 12" O.G. rJ ,� �ARA�7L N I I I ( 1 THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE 5PACE5 LOCATED BELOW GRADE 11 1/ AJ510 F.J. 12 O.G. 1 1 I I I P05T FROM HEADER ABOVE TO COLUMN MODEL 4" DIA. STEEL COLUMN 1 I 4" PG g�p�g llT WI f 1 I I SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTIN5 TO THE FIN15HED GRADE BY APPLYING = 3-1 4" x 11 1/8_ LVL I " GLA55 1 VAPOR ONE OF THE LISTED DAMPROOFING OR WATERPROOFING MATERIALS. IN AREAS WHERE A TABLE OR = t-1 i Q ■ - - - - ■ 4-0"x 4 x i-b P G. FOOTING ( r i �j4. ITCH T DOORS I ( i 1 OTHER 51EVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALL5 GLUE, SCREW DEGKItJG TO FJ I I I iv POST OM HEADERS ABOVE TO ;;t. J _� I I THAT RETAIN EARTH AND ENCLOSE HABITBALE OR USABLE SPACES LOCATED BELOW 6RADE II II , " Fj'—O" b'-8" 5-0�—X——_ � OI_1" SHALL BE WATERPROOFED. Q , „ r- --I r - - It v L_ r ---'� L STEEL COLUMNS. ALL SURFACE5 (INSIDE AND OUTSIDE) OF STEEL COLUMNS 5HALL BE GIVEN A SHOP ______ _ , r - - EXCEPT FOR CORROSION-RESISTANT AND COATED STEEL. �- ( I ( 1 1 r�' � ,j, •�•'`: I I ". GOAT OF RUST-INHIBITIVE PAINT, -L L _ 2_I 3/4"xll 1/8" Vt -I (- r' II I 1 ( 4 1 "•� I COATED STEEL COLUMNS WITH TOP BEARING -�_ 2 I! V� _ APPROVED MANUFACTURED CORR0510N-RE515TANT, HA A5 REQD. ( I I 1 1 -I 3/4"xl l 1/8" •; ` J. r Ji715T .l : i:i "r.:. I ,� I I I PLATE SHALL BE BOLTED TO THE GIRDER AND THE (BOTTOM WITH ANY ADJUSTABLE THREADS ON BILGO 5 L EC 5 1 ' !,�; 1 _ ( _ _ = 1 ( 1 -,--- BEARING PLATE IMBEDED IN THE CONCRETE SLAB. WINDOW _ :, . -I 3 4"xll 1 8" �•VL 2 13/4 xli 8 L__.—-i I L ———J SEE GY ES APE 4 OGIKET TVP. I r I _ I COLUMNS WITHOUT POS 5 A QUIFdEL . 1 I L___J L_ _J 1 4 DIA. STEEL COLUMN L _ _J 4- #4 REBAR INTO F OTI 46 RESCUE INC NG' - _ .t/1-211 3'-0"x 3-0 x l'-611 P.G. O I 1 I I I I ( 1-1/2 GOWER ~ '7L 1 MODEL 36 4" DIA. STEEL. COLUMN I 1 I ( " 4'-0"x 4'-0"x 1'-6" P.G. FOOTING DROP HALLAS REQ I I I I J r IN DOORH 1 I 1 2xio A wI ow F ME I 1 r r o #5 REBA R WIN OW ( _ I SEE SEG ON DETAIL. ( O , X X O O - X O I ( N N I I = I :I ( � Z (: L 1 t o I l I I ■ ' :. 1 L ■ — m i m I m ( :; :' I i I 1 1 SECTION TO BE ELOW I •;f � � � ' � ' t � FOOTINGS IN DRI Y DRIVEWAY 6 E I r•• 1 � I " I I :r• X31'-6" i 1 POST FROM HEADS VE I WOODEN LATFORM 2x6 FJ I6 x .C. wl TO COLUMN _ �/2" �PryL�({Y.�OV•�E�R..j/MOUNTED// � OpN 4x4 - (y �aLia5L1113ai�Li-QY��allY�4.L-- -- 1 I 21 O" -- ----- ------------------ ---------- � I .. POST FROM ABOVE T FND F :.• : : .: : �+ ,•}• ',: .s: :y`:•I� 4+-•i. r: :•' .•Y .u.' •i! ,.•:,. .., '1: ',4' .':�: �•°• ..tr:!^ 't%N: a. 1 " Y' 3- x3-0 FOOTING UNDER POSTS I • � �';;:• t' : ••�'' •; S) Q• :•,'': 1 11111 I '1'' 'ia I� .''• 1 1 _ I--I ,A. 13-8 1— I '': I STEP FCx1NDATI ON u� m .i GTR) AL PANEL N - •~ I t3'-6" _- _� 1 r. 30 DEGREES MAX. 2-#5 AR WITH 2" COVER POST FROM HEADS 1 k1g. - r —I 'It •` L_ .__1 1 m TO 18" BEYOND ABOVE TO FND. `:y -'� r `' ' - :. < 1 10'-011 I , ': " �•,.• •.,:: I I ''�a'••r.:;;;.'i; y I 10.-0.- J 0'-0" 1 , I THE WI OW ON BOTH SIDES. 4" P.G. PORCH FLOOR --- --- - •' -- s _ _ •. - ,:, -------- - :• r ,4. , 2, WITH STONE VENEER I' I-2 ;, w. :.'::r+•:.;:s::�1:,~:;•.:�:•�..;y ;� ; :• ...�, ;'�• I ( '�- OVER b" COMPACTED SAND {i'•. "•.�;•••:.,., ..:,�• , ;;}•"••` '`�' '�::..':� •..�;.' I rJ GOMPAGTEV IN 31 LIFTS 1= 1 ---•. _- BI StAICVEI EGRESS = 5/8" STEEL ANCHOR BOLT - ---- - 1 ';'' � TO OSSA PROCTOR DENSITY ' ' • 1 -- •- ---- ,. WINDOW WELL OR EC:2U1 4'-0" O.G. MAX. APART. ;� 1 15'-10" 1 RESCUE OPENING NOTES SEE EMERGENCY ESCAPE 4 2 BOLTS PER PLATE SE-01-10N 8 STEP FOUNDATION -'----"----------- - NO MORE THAN 1'-O" FROM CORNERS 3O DEGREES MAX. .:•: •.. —STEP0D FOUNDATION PER�4�3.16 1 !.•• . Y: �1 •a.:4.• ,„ a ,I. r , ,, ,2 t,•,': .. 30 DEGREES MAX. W/ 3 x3 x5/8 SLOTTED SQUARE NIA5HE.R ------_ _- ------ _V V a. 's.• 14 SHEAR HALL_HOLD 00 1--' V-611 II'-8" 3'-8" 13'-6" 3'-8" il'-8" 3'-8" 26'-8" 5/8" DIA. 6ALV. STEEL THREADED ANCHOR BOLT V SET 12" DEEP INTO EXISTING P.G. FOUNDATION SEE DETAIL 5HT.6 SHT.6 80,_2" A ANOELO 5. N I G051 P sE s Engineering 4 Design 42 Hayward Avenue Mt. 51nai, NY 1166FOUNDATION631-Q28-2112 Fax 631-a2&-2163 --" Approved: C RAND VIEW pp DRIVE, L.L•G ' •. �, 2205 GRAND VIEW DR., ORIENT rf SGTM# 1000-14-2-3.Iq r ' r 1 FOUNDATION PLAN 4 NOTES Desi ned b : A5N Drawn b :6K Job No.: Rev.: ~ - Sheet: REVISIONS 5Ga e: 1/4"=I'-Ol Date: 4/14/21 21-030 3 of 10 FRAMING NOTES Al B TYPE 11 SHEAR WALL C N LU RTO CX,1K Ali FIR-I�RC�I-1#2. PREF.URE P /ATI1�E TRF�TBD 1-1 RTO OF SHT.6 I1-4 to-o 101-0" 5HT.7 22 ° TYPICAL}EAUR 517E 15 TO EE 2-2"x10" MNIMJM IN 2x4 WKN15 Ai`D 3-2"x10" MNIMJM IN Z6 K415�NOTIED. e'-a„ 5HT.6 8'-a° 11'-4" „ r 10" STEPS To GRADE AS REDID. NO FIOLES AI1.DIED IN LVL5 CR ANY I F ER161 BZ NOTCHIty Ai°ta HORNS,CF SCUD SAM 10151`5 ARE TO SE IN RAILIN66 IF THERE AREC04iORMANGE NTH AFWA HFCIA ,401-211 TWO OR MORE RISERS. 20 " I1'-O° l0'-3" a° P T51�ICER TUB5, WAR%NO AT FRAMt5 GFIENIN36 50LID CLOC.KIW5 UM NJN LOAD-��RINS I_mT5 TO cofio M TO we INSTRxncw_). J015WAFiEF6 9 ALL EE=ATB DIRECTLY OMR TOP PLATES 4-t "x14" LVL GO R WITH 1" THICK PINE 4-I "x14" LVL WITH VER WITH 1' THICK PINE � w SOLID KB STlMNS25 AT Al SJPFUM5. DIAPFWM R1X�KING A5 IWiCATB� NAILER5 FOR CBLN35 A5 FEM FIRE MN-7 5TCP CW6B ASV 17CROE5 v -��' 36" HIGH v1 YL RAILINGS LAMNAT87 VIEWER UkUR TO HAVE MNIMIM VALUES A5 FCLLCV6 E=2�,0X I, Fb=2600 ,Fv= 285 pN po WITH 2x2 AL_LIS _ SPACED 4" AX. BEN �' GOVERED PATIO a o —_4 ———lJ=.¢YER.� E_—————— LM-5 TO HAVE MN1RH CF 3" BEARINS: NO HME5 AUS IN W-5. u� a- 4"N N d P.G. FLOOR WITH :� — — — — — D��A V TRIPLE r'B°'EJBZ LV15 ARE TO EE FA�6TE�ED T�TH3Z NTH A MNIMJM CF 2 R 6 GF 16d ML512" O O STONE OVER - - IT 4-1 J'xl4" LVL R WITH I" THICK PINE O.G. 3 Ram 10u)(10" �� 10")(10"Fid CLANG Fpbf T ��HJ11�Y�OF 510E FOR I4-18 N 5EE W-6 I15T1� N5 GT1GFOR 13001 OF FCLR N6� NS A _ 5WARE.NON-TAPB�i7 C.ol.ul N d1 41 '^ WRAP WITH 5TAWAFO TAL 4 BA6E OR LOADED MJLTI-FLY SANS in EGU -ENT.THIS ONLY. " b�ab ACG!P1�5T STRAPFfl2 r HaR wTH 51t .,oN G�A645D525 GR CCMGCT J015T5 TO Rlei I-F.ADEF5,GIS 5TE8_.M"N5 HAt�J�, A5 PBZ� 11�5TRUG nCN5 ATTACH PM W-6 5PEG5. 5-PTR3010 SEE WALL RAMIN6 DETAIL SHT.7 in „ `9 COVERED AT I O `� ' 51MP50N EPB44A E IUi F91 P05T TO PSG. //p , _ _ _ eE LOAD PATW�T10N�T FGR ADDITIONAL Rca=STRAPS, WEAVER,4V 51U_STRAPS H01-M+6, %EAR �p N SEE SECTION A FOR -2x10 BETA^ EN X00 WID OW. SEE SEG _ `Ax STONE FOYER.LOOF WITH W�L1S, ETC. _ ' WA FIND O O N N N NAILINS 5055 LE TO 1�7 AF I AP W<M E�RME We,EDITION N a a Ln X OF GK -�_ _ LL HE16HT 2x6 WALL LL HEI6FIT 2x6 L Q NOTES: 2x10 A 1 R L �0 HOUSE �� 21'-8" �� I) SILL OF ALL WINDOY� OVER 72" ABOVE GROUND ARE OVER 24" ABOVE FLOOR HEIGHT AND i FWT2al1 FWT2al l 51MIzSCIN STEEL STRONG-WAL L SSW15AO-5 4 �5XIO OVER GTR3010 010 CTR3010 iv DO NOT REGURE OFENING LIMITERS. � FWT Oil FWG2a6115 N 5 ETM F 6111- SAFETY GLAZED IN SPACE BETWEEN STUD*BOTH 61 OM OF USE 51M'_.ON -KT CM155 p5q55 CM155 = COMGGTION KIT TO ATTA04 STANDARD W LL ABOVE TO"STK" 3-13/41x11 1/8'LVL HDR x WALL BE-014 SEE 51M=_04 STROW WW.I_4,ATAL09 FOR x xFLOOR TO FOUNDATION SHEAR NULL 2) PER R.302.�I.2 WA�LL� A+rID CEILING FINISHES SHALL HAVE A DE-VELOFF77 INDEX OF NOT LVL FDR LVL HDR INSTALLATION MrAlL5 LVL HDR �-FDR HOLD DONWS SEE DETAIL T a GREATER THAN 450. - - x - x g r 6xb P05T TO FND. I - x 13-fl/4.X11 3) PER 8302.10 INSULAT10N MATERIALS, INGI.UDING FAGIN , SUCH A5 YAPOR RETARDERS AND O IIn xb P05T TO COLUMN BELOW 2ND FLOOR ( x6 P05T TO FND. « « A00 2'x1295 BOLTED ONE ON EACH DE VAPGR -� �IOR AIR SUPPLY PE R RI006 x I „ r 4 P.G. SLAB. 4 BELOW DO A b'xb"AGQ POST WITH 5/8`DIA GAL .G 16E T5. INSTA ED WITHIN FLOOFZ-CEILING A556-WE5, ROOF- .EILING A� IE5, KAL.1_ ,�,6EIvIE LIES, In 1-71_3,1 � 22-2 - la-a IMfSON E�'B44A OR EG.UIV. CRAW_ SPACES AND ATT105 U- MAJESTIC DE516NER 42 a RIES D BURNING I d Q 2ND FLOOR DECK ABOVE = SHALL HAVE A FLAKE SPRFJ�i7 INDEX NOT TO 25. uv « m FIREPLACE INSERT OR EOUIV. INS ALL PER MFG SPE 5. p NooK AJ510 II l/8 0 Ib O.G. FIREPLACE REQUIREMENT5 PER CHAPTER 10 OF CODE: (V r — — --E-- — — — --I N All I N 'n V 'n V 20 RAISED HEARTH EXTENSIO PER MFG. 5PEG5_`r dJ 7 TTP. BOTH SIDES. In I Ik AJ525 111/&" 0 Ib" O.G. m 41 roll r a -•J t► O l i �d ® �Q ® r r 4 1 LIVING ROOM x S=AM I LY OOM N m p xb P T TO END. O 1/2" TYPE X 6 A1/6 OGARAGE O Y �xlo Lgb*PZ E30L'fED TO HOUSE IN X AJ510 IIl/8" ® Ib" O.G. 0 - ,_3„ POST TO COLUMN BE10W I3-1 3/4 xll LV DR . 1 KITCHENN I 251_4" 2" 2411 MAX CARRIAGE BOLTS (TYP) N NOTE, J I INTERIOR SHE NR WALL. j' TYPE X GYP. E D. 0 1 /8'1 TYPE X GYP. BD. �In 10'-0` GL6 HTs. _ � I NO I ry 1/2 PLYWO THIS 51DE ONLY THIS On ( t' COUNTER SUNK In l'-O" WINDOW HTS. UNLE-55 NOTED rx I USE 5C�l1ASH B'_OGk'S AJ5 ON .101ST UNDER ALL LOAD x AJ525 11 l/8 ® O.G. i✓ r 2 = 2x6 EXTERIOR WALLS 16" O.G. _ _ r V V V V uV 2x4 INTERIOR WALLS 16" O.G. UNLESS NOTED � x�i BEARING PARTITIONS. SEE PAGE a OR DETAILS. 151-11" p }`� O O O i 1 I 2ND FLOOR ABOVE I _ m2 m xb OST TO GO OW O b _ a xb POST TO COLUMN BELOW IA DISTANCE tv NTERIOR SHEAR WALL." GYP. B . O 1/2" NTERIOR A WALL. i" 6 O - 5/8" TYPE X GYP. BD. 1 ' = AR �� PLYWOOD THIS SIDE 4 THIS I�^1ALL NL . EDGE OF E3ALGONY 1X r WALL5 4 CEILINGS r N f I BEAM HON /� — PLYWOOD I SIDE ONLY. THIS WALL ONLY. r _ _ - a r '7&" p _ � 13/4 x II � 'd7-I 4"XTr'D8'rLVC I O 1 m O O O o WA D bl0 I ATTACAJ525 11 'l/8" ® I6" O.G. r L 10'-11 l0' 10" CS 0 H H� a s i V es) FAN � �N' O 9 GL ( W/STEEL 1/2" TY 5� B R Q m 0 d 1 HANGERc i WALL. O r -- r- PCIST FROM HEAD R ABOVE 2 24" MAX - cE END. PLAN FoR COLUMN 5IZ 1 a _ a TYPICAL LVL HEADER DETAIL &'-40 -i - 4"X11 71B" V�FI IK�ta HD 21-211 1 - I r r F N 26'1 3 4 — _ - -I 3/14 All I d3 Q NI BALCONY 2-I 3[4 1HID/4R' LVL LVL r PR P-1 31'x11 7 8 HDR i 3-1 3/4-"`x11 l/8 HDR m N ry STAG C EKED BOLTI NC PATTERN BEARING L 12'-I l" r" 1 POST FROM HEADER AB 1-\Z_--J � z /8" X GYP. BD.L O" VENT To o O b p p p 00 P51 PC ARAC� Nm j JOISTS ro' D �DgA� TS 4PITCHO DOORS U 0 T = FOYER IU- ]IOARA&E Ir r V V o O Q o )RA&E X o ST 0 I I �_ � r - _ DINING ROOM a � __ _ 1 s lix BEDROOMI - 9Ll HEIGHT 2xb WALL ;0 _ `� - , <� BU I LD I NO AREAS: 50 F I . FIRST FLOOR LIVING, 213cf 8 ib'-b" SECOND FLOOR L I V I NC 21387 x TOTAL L I V I NC AREA 41 bx6 P05T FROM ABOVE - - b b POST FROM 13' b' 2 2 2 „ OPEN TO BELOW 15-4 2-6 in m m � 14'-8" m x II 7/8" LVL FL R GO Y � PORG 3- 3/4"x II l 8" VL LUSH HDR �7ARA�7 AREA 80 l0'-8' H) -' u1 _ = O-8-b'� ' 4' P.G. FL oR WITH i _ r r i _ FRONT COVERED PORCH 126 _ STONE R - � a REAR FIRST FLOOR PORCH '714 a — - = o —TW3O52—5HP31 2—TW3052-' m N m -�� — —B —��— « REAR SEGOND FLOOR DECK51 220 3-1 3/4" x 11 1/4" LVL HDR APPROXIMATE 68055 FLOOR AREA BASED ON NOMINAL MATERIAL DIMENSIONS. -0 i-T LIVING AREAS INCLUDE FIRST FLOOR STAIRS AND FINISHED FLOOR AREAS To THE 10`X10" FI 55 LOAD BEARIN69OUT5IDE OF HOUSE EXTERIOR WALLS AND TO ONE HALF OF 67ARA6E OR OPEN TO x - WiDE 5TEP51, _E-A REGV - CRAFTSMAN G IG 5WARE x BELOW WALL5. 6ARA6E AREA INCLUDES ONE HALF OF HOUSE WALLS TO OUTSIDE RAILIN IF 2 OR MORE RIS R5. NON-TAPERED OOTH COLUMN OF GARAGE EXTERIOR WALL5. SECOND FLOOR OPEN TO BELOW SPACE INCLUDES WITH STANDARD APITAL 4 BASE STAIRS BELOW. DECKS AND PORCH AREAS ARE FROM EXTERIOR WALL5 TO OUTSIDE OR EODUIVAL_ENT. EDGE OF DECK/PORCH. 36" HIGH RAILIN WITH 2"x2" BALJ TERS SPACED 4" MAX. BETWEEN (2[2' PORCH 15 MO THAN 50" FROM 5HGT7 ANOELO S. NIGOSIA, P A HT.6 Engineering 4 Design " �, B „ r " „ „ r 42 Hayward Avenue Mt. 51nai, NY 11766 5-10 5-10 b-a 6-a 5-10 5-10 3-2 a-7 a-0 6-II y 631-cf 28-2112 Fax 631-a28-2163 Ic At2'-C►" 3'-8" 11'-8" 3'-8" 13'-b" 3'-8" II'-8" 3'-8" 28'-8" C RAND V I Elul Approved:_ _ , LLG TYPE 11 5f-TEAR WALL DRIVE _ 2205 GRAND VIEW DR. ORIENT F1Rr1.';*I`T OPLAN . % ~ AREA 2,3(18 SQ. FT. 1 _- -- SGTM# 1000-14-2-3.Iq NOTES: I) HINDOV4 NUMBERS SHOWN ARE ANDERSON SERIES 400. F I RST FLOOR PLAN - -' 2) EQUIVALENT WINDOWS OR PATIO DOORS MAY BE USED WITH THE ENGINEERS APPROVAL. FRAMING NOTES ` 3) ALL SHEAR HALLS ARE TO COMPLY WITH WOOD FRAME CONSTRUCTION MANUAL FOR ONE Designed : ASN Drawn b :GK Job No.: Rev.: - Sheet: AND TVIO FAMILY DWELLINGS 2018 EDITION. REVISIONS 5Ca e: 4 =1 -O Date: 4/14/21_121-034 of 10 PLAN REFERENCE NOTES TYPE 11 SHEAR KNLL 20'-0" 22'-0" 6LAZINS AT HAZARDOUS LOCATTON5 SHALL HAVE 6LAZINI5 PROTECTIOK IN SAL,6LAZIN6 LL DOORSIN A 4 FI)W SIDE PAM-5. C- AZIN S LE%THAN 60" ABOVE SAGES OF?IJM SHOD ,ETC.,a AZING WITHIN 11'-4" 7'-2" 12'-10" 10'-10" 11'-2" It 24" ARL OF DOORS IN CLOSED POSITION WITH SILLS LE56 THAN 60" ABOVE FLOOR C-kAZINSS OVER q 5GTJARE FEET AND LES THAN 18" ABOVE FLOOR,61AZIN5 NEAR 5TAIRWAY5 LAN2lNC_15. SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH THIS SECTION AND HAVE FULLY TEMPERED &LAZING. GARAGE OPENING PROTECTION AND SEPARATION REG UIRED. &&PAGE FLOOR SURFACES 94Al1 BE ajOP62 TO FACILITATE THE OF LIGIUIDS TO DRAIN TOWARD THE MAIN VEHICLE ENTRY D0014-AY. ALL E MRCEENCY ESGACE AND RE55CUE OPENW-55 SHALL HAVE A MINKUM NET CLEAR OPENINS OF 5-1 SWARE FEW,24" MINIMUM CLEAR OPENING HEIGHT,20' MINMUM CLEAR OPENING WIDTH,44" MAX. 51" HEIGHT. rA SH .6 FINAL IN5TALLED 5TAI4WAY5,WANDRAILS,AND eUAR[75- SHALL BE IN57ALLED IN FULL CON-ORMANGE WITH SHT 6 THflER RESPECTIVE GORE 5EGT10N5. ARGHIT6GT 15 NOT BIBLE FOR THESE IN5TAIL.AT1oNeo PORCH D3ELow SH .� STAIRWAYS SHALL NOT BE LF55 TRM 36" IN CLEAR WIDTH AT ALL FOINT5 ABOVE THE PERMITTED HAN7RAIL HEIGHT AV BHAW THE REGUIREV HEADROOM HE6HT. HANDRAIL5 94ALL NOT PROJECT MORE THAN 45 INCHES ON EITHER SIDE OF THE 5TAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE 5TAIRWAY AT AND BEL OH THE HANDRAIL HE16HT, INUIJDINIG TREADS AND LAI`d71N55,SHALL NOT BE LEF THAN 315 INUf5 W4 RE A ——— 2'-0" OVERHANG HANDRAIL 15 INI5TALIID ON ONE SIDE AND 27 INOH£5 WHERE HAIr ML5 AIS PROVIDED ON BOTH 51DE5. BUI MAIN ROOF OVER &ABLE THE MAXIMUM R15M HE16W SHALL BE 825" AND THE MINIMUM TREAD DEPTH SHAIL BE q",MINIMUM -------- ------ --) c�� MATCH SOFFIT5 r MATCH 5OFFIT5 PORCH ROOF BELOW 5 AIT R5 SHAH HAVE WAL L5,UNDER 5TAAIR SURFACE AM 5OFHT5 PROTECTED �ENCL05M SIDE RAIL.ING/WALL DETAILS I I 5- 45 I WITH I/2-INCH GY}x.�UM BOARD. JL5 WAVING MINIMUM AND MAAMIJM HE164T5 OF 34" RV 38" RESPEr'.TIVE LY,MEASURED VERTTCAILY IT 2" 3-I 3/4"xli 7 " LVL HDR I FROM THE NONNI5 OF THE TREADS SHALL BE PROVIDED ON AT L.EA5T ONE 510E OF 5TAIRWAY5.ALL 2ND STO -2 DECK I I I REQUIRED HAN7RAILs SHLgL BE CONTINJOIJ5 TT E FULL L EI`f TH OF THE STAIRS WITH Tl^b OR MRE RISE25 = FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIC-SHT TO A POINT DIRECTLY ABOVE THE LOWEST I 1-6 OVERHANGS Q RISER OF THE FLIGHT. BV5 SHALL BE RETURNN�OR SHALL THRIINATE IN NEWEL P05T5 OR 54FEIY TILE MUD I 1 �TYP. TERMINALS. HANDRAIL5 AD.IACENr TO A WALL.SHALL HAVE A SPADE OF NOT L_E55 THAN 15"(35 M"V :t --ft-Lf SrnaL&Fj29_^I8 MIr2.521=_PWK — bxb POST TO 6x6 POST TO FMD. ——————— —————-- ————————— —' THE WAIJ_AND THE HANDRAIL lT•E HAN.Y�R1P P1'JRT10N OF HANDRAILS 5HAd.L HAVE A URGlJ1AR �-— 21 8 1 SAFEP5050AZED FWG6 IDL SAFETY 6 A�ZED I CROS SECTION Cr- 1-1/4" MINIMUM TO 2-5/8" MAXIMUM,EDGE RADIUS OF 1/8"'. 6UARD5 ARE TO BE A MINIMUM 36" IN HEIGHT.OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 3-I 3/4'x11 l/8"LVL HDf2 L� 2x12 RR 12" G. 2x12 RR 12" D.G. 3-I 3/4"x11 7/8" LVL HDR a I HOI� DOWNS SEE DETAIL T q - 30" ABOVE TFE FLOOR OR 6RADE BELOW SHALL HAVE GUARD5 VO4 SIM) NOT L.E55 THAN 34" IN HEIGHT 2x10 GJ 12 O.G. 5-o _ 1- V 3Zr10ALLY FROM THE N05IN5 OF THE TREADS, (SEC.ON7 5TORY'6UAR05 ARE TO LVL \ 2X4 G 48" O.G. / 14'-2" ( LOOR TO FLOOR SHEAR L T BE HIGH 36" HIGH VINYL RAILIN � O I 2-2x6 JACKS 2-2x6 JAG w 1 WMH 2"x2" B ISTERS 51NGlP AND MJLTIPI E-STATION 51�10t:E Al ARS' SHALL INSTALLED IN EACH SLI3=PIN1G ROrJNti OUTSIDE OF t 1 IZPAGED 4" NA,1W BETWEEN EACH 5EPARATE SLEEPINS AREA IN THE IMMI3DIATE VIUNUTY OF THE H ON EACH ADDITTONN_ r KITCHEN HEADER BUILT INTO WALL. BAT 5TORY OF THE DWELLING, IN_UDIN5 BAS)=T M5 THE ALARM DL MCE5 SHALL BE IMH�.ONJ6GTH2 IN 9"A n 5EE DETAIL THI5 5HT. " I MAI�N�ER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE AL OF THE ALARM5 IN THE INDIVIDUAL UNIT. THE ALARM%IALL BE CLEARLY AMBLE IN ALL BEDROOt-5 OVER INTERVLEIIN5�CL05EDI SMOI:E ALAR-6 LISTED AND I ALLED IN ALGORDANGE WITH m +aT / tY THE PROVI510%OF THI5 CODE AAV THE HGU5EHOLD FI ND E�JIPMENT PROVI510N5 OF NFPA-12. Q) O n �N N N N I WALL AND CEILING FINISI NOT INGLUDIN5 TRIM,DOR OR WIN7iOW SHALL HAVE A FLAKE-Al N� O N }� Fj, ,� -� - 1 - CLAL%FICATI4N OF NOT 6RFATER THAN 200. WALL.AND CEILING FINISHES SHALL HAVE A 51-ME-DEVE OPM lytt N -.t N -1 V 1 �- `; J UNITS DUCT � 2 -o INDEX OF NOT 6RFATER THAN 450. _ x !� " J4 03J a o BE IN ATTIC X_ 26-To 2ND STORY DEGK = o -y� _ _ uh- V® � �� dJ Y� \ /ryVvi jd INSULATE ALL N Q I 5/4x6" GQ DECKING QA VAPOR 514ALL BE S40E OF OV cv OV " n t] " \ m /ry+ Vp' x n c I X PIPES IN ATTIC 5,-0" y� I CHINTEY5�CON5TRZTED,TANGHORM,SUPPORTED AM REINERCE'D AS i��RED IN THIS CHAPTER _ MATCH FFITS i r ry X X "X -x �; _ ® 6x6 POST FROM RID FAM AND THE APPLICABLE PROVISIONS OF CHAPTERS 5,4 AND 6 WITH APPLICABLE CLEARANCES,TO b m v ° OPEN TO BELOW -moo---- ---- Pao ATTIJSTTeLES AND F1RE5roPP1NG. ,— N cX 1 v fY m �• ;� SAFETY C-LAZED F 611L SAFETY 6 I AND Cj 1A�VL3Z�TIGA CHEI6HT OF orz TE THE ROUACZE55 OPENI�*SHALL BE DC�-TOS 0 f SHAREAS TIALLEWW B3 SFr. m CRICKET AS READ. \ I / x X �I "v' x 3-I 3/4'x11 T 'L.vL FDR x MATO 5oF ITS THAN 22" BY 30" AW SHALL BE L MATED IN A HALLWAY OR OTHN_R READILY ACCESVBLE LOCATION. A 30" 1 3/ ""'141 LVL RIDGE BEDROOM 2 6 FLUE CHASE TO BE FIRS ST 9-ED/AT " " BEDROOM 4 1 \ LVL H OR LVL HDR / I = MINIKH��UNOBoPL�STRZTED FOR HEH UIUIN TIE ATTIC,SPACE TS NCS ALL BE IPNF3�iT'AT 5OKPONT IS N AA8OVE THE N 2-2x6 JACKS -1 ALL CEILING d FLOOR 5. 2670 ( \ 21'-6" 2-2x6 JACKS / 4 n UL127 APROVED FIREPLA IDE AIR OPITONAL U04 I CONf3U ML.E INSULATION SHALL BE SEPARATED A MINIMUM OF 3 FROM FECES LIGHTING FIXTURES, J I � VENT5 5L3oo 5ERIE5 PI I FAMIOORS AND OTHER HEAT-PRODUCING DEVICES OR SEPARATED IN A CORDANGE WITH THE CanTION5 7'-0" WINDOW I I MASTE 3EDROO I 5TIFULAT® IN TI-E FIXiURC�L15TING. R6GE56ED LIGHTING IN5TALAM;0 IN THE BUILDING THERMAL ENVELOPE I _X 2x12 RR 12" O.G. ( " 2x12 RR 12" O.G. UNLE56 NOTED W/D I CATHEDRAL SHALL HiFT THE RE�GIUR04N S OF SECTION"101.3. 1 0 d' 2x10 GJ 12 O.G. 41-O PLATE HFI. I " b DIA.VENT TO 5D m 2`2x4 G 48" O.G. �\ OUTSIDE BETWEEN J015 5 i 2x12 RR 16 O.G 1x12 RR Ib O.G I d OUT TO SOFFIT 0 — " " FLOOR INTERIOR AR WALL. GYP. BD. OVER 1/2 xb POST TO BELOW 5D N DRAIN 0 ( VIA GL " PLYWOOD_THISSIDE ONLY. THIS WALL. ONLY. _ _ _ _ _O = i'-o" - — — q'-8" 13/4 x14" LVL RIDGE — 1 3/4"x14" LVL RIDGE p �- I o ��ry/ ( a ��� � o e z ISD - �? I� A- -" n O I N BEARING WALL N 10 �\ X /\ = i 2x10 GJ 12" O.G. = O _ 2070 SD n � O " \ .� /� "_ ( - 2 O GJ 12" O.G. 2x10 GJ 12" G. 10 HALL Q LL DOWN 5 IR I N m I GL" o o n � ry � 36 HIGH WOOD RAILING R-40 INSUL ►� " 7o cv CO�GTO�R M5044 T S. B ( u� � in 4 MAX BAI.t_ISTER SPAGINI6 45-b n STRAP PER DETAIL SHT, q FA :fl gE:,e,Rl V 2'-6" 20-10 0n BEARING WALL — -" „ „— — — — I 2x10 GJ 12" O.G. 3- 1 3/4"X q 1/4" LVL Z7-13- 1 3/4 x24 LVL RIDC-A= I " 14'-4" bI STRAP PER DE--TAIL 6x6 POST FROM RIDGEBEAM 6X6 POST FROM RIOCEBEA 5HT. q �--- N 2ND TO Y N �jV " PosT FROM RID6EBEAM I a n N v O V W C 0, VL26-10 2-1 3267x 7/ /LVL HDR I 3- 1 5/4"x 24 LVL ® - = d� STRAP PER DETAIL � "40 . • . n p 1 � "� m V OPEN TO BELOI�I_ r "® I -`� n SHT. q ® - -f-a 31- V 21'-61 a U 5TRAP PER DETAIL SHT. q O,d t_v \ X X 1 "x N/ x N \ 2x10 GJ 12" O.G. "" /Q' W/ T I m " �`BEDRO� 3ry _ o _ 2xb STUD WALL 2x6 STUD WALL. ® I6" O.G. ® I6" O.G. x( x Al I m 2x112 RR 16" O.G. 2x12 RR ib" 16'-6" 2x12 RR 16" O.G. m 2 12 RR 16" O.C. m �� TALmTUB �` x 1 1 / 6X6 T 10�-0n 5��n , \ P 05v m xb�' T 5M DETAIL 54.1 FOR MR)OW HT.TO BE OW / n � - 1/2 BU LD O MAIN ROOF--f_ 3-1 3/4" x 18" LVL HDR LUSH AT SOTTO TO OW 13-15/4" x q 1/2" LVL HDR 3-I 3/4" x 18" LVL HDR AT 130 OM " O T Tj{T" _ 5 ATIp�q�� 041 ST U STAA�T�q O M HEADERS TO►��qqT DORMER 3�_2" 4b µFF O 5 a GL= TATIONARY A 4AR U STATIC ROOF RAFTERS.BM — ————————— ——————SAFETY GL —— —— ———— I = 2xb STUD WALL 2x6 STUD WALL. 6x6 05T TO FND 1 Q a —--— —— ——--—a ' — I GL ——� ® I6" O.G. ® I6" D.G. MAT SOFFITS I 3-1 3/4" x it /8" LVL HDR 2 7 2'-4"A I m BUILD OWER MAIN ROOF m 3 - " " 26 O m I BUILD M N ROOF OVER GABLE m Z. i TH5046 DHP31 46 THW46 I MATCH FFITS TW3046 0HP31 46 TW304b I MATCH 50FFI1T5 1 __ — J STEEL. J015T HANiSER STEEL JOIST HANGER L _ — —— -) L- —— — T PER MFG SPECS. PER MF6 SPECS. �2'-O" OVERHA a PORCH BELOW 2'-0" OVERHANG_ " a RR I6 O.G. ARCHED - 13/4 x II 'V8 LVL OVERHA FADE INTO ROOF ON 51 . ROLL ROOFING A5 3- 1 3/4"x 24" LVL b'-q` b'-q" q'-6" q'-6" 3'-2" 14'-4" I I'-2" AJ525 11 'I/8" o 161 O.G. AJ525 11 7/8" ® 160 O.G. SHT.& igI-o" 131-6' tT.& IgI-O" 28'-8" SHT.7 ��z 80'-2" TYPE EAR HAL. LIVING ROOM HEADER WALL DETAIL KITCHEN HEADER WALL DETAIL - NOTE'': OOR PLAN _SEGC)NE) AREA 2,38'1 SQ. FT. I) I�IIN[70W sl.la„ti ARE AI�ERSON SERIES 40t7. �— 2) EGUJIV&ENT WINDOWS OR HM-a) PA110 [?OOR� MAY BE USED WITH THE 64aNEER5 APPROVAL. 2"x 8" ACCT LEDGER OPEN TO BELOW= TIS 5G2. FT. 3) ALL 9EAR WALL5 ARE TO cowLY WITH toot/ � GON5TRz"noN MANUAL FOR ONE AND TWO FAMILY STY=LE .101ST HANGER I/2" DIA. GALVANIZED LA6 BOLT rt WASHER VNE UINC-35 2015 EDITION. 51MP50N LU526 TIP OF LAG BOLT TO EXTEND BU I L D I NO AREAS: CJ. Q.FT, UPLIFT GAP.=1165# BEYOND IN51DE FACE OF BOX JOIST. TYPICAL 4—PLACES Box JOIST 1=1RST FLOOR LIVING 2,38 ANOELO ��- . NIGOSIA, P .E . SECOND 1=LOOR LIVIN� 2,38 TOTAL L I V I NO AREA <(-,785 Engineering � Design 42 Hayward Avenue Mt. 51na1, NY 11766 HOLD—DOWN DEVICE MIN 750LE3 631—q28-2I i2 Fax 631-q28-2163 CAPACITY' LEENLY DISTRIBUTED ALONG OPEN TO BLOW ��8 C RAND Y (�l�l �p CAR' E AREA 80 roved: PECK AND ONE WITHIN 24" OF EG2UAL EQUAL EQUAL EACH END OF LEDGER. 2" M MIN. FRONT COVERED i'ORGH 12 I �-�--G HOLD—DOWN FLEDGE=S SHALL BOLT 5PALIN6 MAY VARY TO CLEAR JOISTS BUT MAY NOT EXCEED 36" REAR E I RST FLOOR PORGH -114 r FULLY ENGAGE DECK JOIST 2205 GRAND VIEW DR., ORIENT %t PER HOLD—DOWN REAR SECOND FLOOR DECKS 220 MANUFACTURER. FULLY THREADED 3/8" DIA. LAG PER FLOOR PLAN SGTM# 1000—I4-2-3.1�i RIAL DIMENVONS. SCREW PREDRILLED IN MIN. 3° 2nd FLOOR PORGH PLATFOR LEDG-ER LIAPPROXIEAS INMATE CLUDE FIRST FLOOR STAIRS AND FIAREA BASED ON INISHED NAL FLOOR AREAS TO THE SECOND FLOOR PLAIN PENETRATION TO CENTER OF OUTSIDE OF HOUSE EXTERIOR WALLS AND TO ONE HALF OF GARAGE OR OPEN TO TOP PLATE, STUDS, OR HEADER. BOLTI NC DETAIL $ SEGTI ON BELOW WALLS. GARAGE AREA INCLUDES ONE HALF OF HOUSE WALLS TO OUT5IDE REFERENCE NOTES PER NY5 IRC 2020 SECTION R507.q.1.3(I) R507.q.2(2a OF GARAGE EXTERIOR WALLS. 5EC:OND FLOOR OPEN TO BELOW SPACE INCLUDES Desi ned b : ASN Drawn b :CK Job No.: Rev.: Sheet: STAIRS BELOW. DECKS AND PORCH AREAS ARE FROM EXTERIOR WALL5 TO OUT5IDE �� SCALE: 3/4" = I'-O" EDGE OF DECK/PORCH. REVISIONS Sca e: 1/411=1 -O Date: 4/14/21 21-030 5 of 10 WALL S LONg-REgn REAR RaDF 02eTRUGT1oN A694ALT R�SHINGLES --� 13/4"x14" LVL RIDGE 15# ROOF SHINGLES �•` 15#FELT 15# FELT APER MUD ON GJ BELOW TO DRAIN 3/4"THICK GDX PLYW00D( AND GLUED TO R.w I/2" THICK GDX PLYWOOD 2x12 R.R.ON 12"GBPS 2x12 R.R. ON 12" CENTERS WITH STEEL CROSS BRIDGING AT CENTER OF R!Z SEE 5HT.7 Sa_AR-READY ROOF DESIGN 5OLAR ZONE SHALL BE FREE OF OBSTRUCTIONS OTR TI03.4) � O 13/4"x14" LVL RIDGE 2x4 G.T. 48" O.G. I 12 4" DIA. DRAIN TO LEDER �� R-30 CAVITY INSUL. 12 -II CONTINUOUS IN5UL. � 2x6 LEDGER WITH STEEL J015T HANGER 2x10 GJ ® 12" O.G. 2x10 GJ ® 12" O.G. 2d GJ 6'ac 0/ MATCH SOFFITS ALUMINUM GUTTERS ON p •C Ix6 FACIA (TYPJ 3-1 3/4"x15" LVL VENTED VINYL SOFFIT 1,�„ NP• 1/2" GYP BD. TYP. UNLESS NOTED FLUSH AT BOTTOM 2x6 LEDGER WITH STEEL JOIST HANGER TILE 8: THINSET TRIM W-ADER TO T 2'-0■ 2x6 LOOKOUTS 16" O.G. ROOF RAFT625'ESOTH�. FRONT GABLES MUD TO BE TAPERED "/1' ,TOP OT k,�6"MO.G. 4" MIN. ABOVE ±I 3/4" XII ?/8" LVL HDR 3-I 3/4" XII ?/a" LVL HDR TO DRAIN. 2" MIN z MI TOP OAF RAIFLINGR " 4 BEDROOM BATH BEDROOM WA1LL CONSTRUCTION: THICKNESS 2"x2" BALLISTERS VINYL SIDING SPACED 4" MAX. BETWEEN (TYVEK OR EO) I/2" THICK ++ Q G• = RIM J015T GPX PLYWOOD SHEATHING RR' ® 16 •�^ FLASH A5 READ. z _R-15 CAVITY INSUL. 12 2x4 STUDS ® IG," O.G. 2 STEEL JOIST HANGER PER MFG, SPECS. 2X10 AGq 12" 0 . 12 �+ �CR''�'TM'�` _ kg�l 2x6 LEDGER WITH STEEL J015T HANGER AJ510 II 1/8" ® Ib" O.G. STEEL JOIST HANGER 51M'50N 5TRONG TIE G5 ALUMINUM GUTTERS ON 3 1„Pr 5 TE C6 10 AQXi2 I AJ510 11 -1/a" ® I6" O.G. 3-1 3/4" x II '1/a" LVL FLUSH H 6ryPC FULLY THREADED Ixb FACIA (TYP) - 4° DIA. DRAIN TO 3/5" DIA. LACI 5GREW 2x4 LOOK-OUTS 5 4"DIA TOLEADED 3-1 .,/4 x 11 '1/b LVL HDR PARTITIONS BLOCKS UNDER R-52x6 GJ IG," O.C. PREDRILLED W/ MIN. ■ ¢■LVL PARTITIONS CTYP). SEE PAGE R-3o INSUL. 6 R-15 INSUL. " „ „ N }fig 3-I 3/4" x 11 7/5" LVL HDR 2x6 LEDGER WITH STEEL JOIST HANGER SMP 3 PENETRATION TO 3-1 XII LVL WITH 2- 1/2 STEEL FLITCH TIE INTERIOR SHEAR WALL. GYP. BD. OVER 1/2 2X6 LOOKOUT5 16" O.G. PL1FT TIE CENTER OF PLATE, PLATES COVER WITH I" THICK PINE i"GDX PLYWOOD WITH = PLYWOOD THISSIDE ONLY. THIS WALL ONLY. 544; L0MWITki�IS" DIA.6ALV. 5-1 "xl4' LYL HDR. STUDS, OR HEADER. SLOPED VENTED VINYL CEILING �- 2xa ACQ LEDGER WITH STEEL J015T HANGER " RUBBER MEMBRANE Q MUD TO BE TAPERED 40/1' 0 O " � TILE DRAIN.� THINSET 2" MIN IGKNE55 GDx PLYWOOD WITH LIYINC ROOM BATH BEDROOM 1 1/6" BG OSB RIM BOARD TYPICAL HOLD-DOWN DEVICE MIN 75OL8 IO"Xio" FIBE:RGLA55 LOAD BEARING 2x10 AW LEDGER W/ E J14 JOIST SEE DETAIL SHEET a. RUBBER MEMBRANECRAFTSMAN CLASSIC 5QUARE STEEL J015T HANGERS -3 CAVITY INSUL. A FLOCR ON W�COX FLS OVER CAPACITY AT 4 LOCATIONS, NON-TAPERED If{ A RD CAPITCOLUMN AL d BASE VENTED VINYL SOFFIT EVENLY DISTRIBUTED ALONG OR EQUIVALENT. z SCRRE�&LVED TO JOISTS DECK AND ONE WITHIN 24" OF 4" P.G. FLOOR WITH VENTED VINYL SOFFIT EACH END OF LEDGER. ESTONE OVER. HOLD-DOWN DEVICES SHALL �:'� .' AJSIo II 7/a" Ib" O.C. FULLY ENGAGE DECK JOIST PER _� ALUMINUM FLASHING AJ510 II 'Ila" ® 12" O.G. " GRADE 2x10 AGO LEDGER W/ HOLD-DOWN MANUFACTURER. —� :y; -30 INSUL. INTERMEDIATE BEARING 2-i 514"Al "I/b LVL SEE DETAIL SHT. a - ' STEEL JOIST HANGERS _ COMPACTED BACKFILL SILL CONSTRUCTION, :,.: 10" P.G. FOUNDATI ',;'. —) 11= (2)2x6 AGO. SILLS ON SILL SEAL ON DEGK TERMITE SHIELD WITH 515" ANCHORBASEMENT � 3XS '� 10" FR�M � CORNERS 2ND oAMPROOFiNs TrEDSQJARE wAS R5% ieA ■ '''�• a' HIGH x 10" THICK P.c. WALL5 o oNO r� T10" X 20"CONTINUOUS P.G.FOOTI 4" DIA.STEEL. COL. ;;; ON 20" WIDE X 10" THICK P.G. FOOTINGS NAT .. #4 REBAR ENTIRE PERIMETER 2-#5 REBAR IN BOTTOM OF FOOTING, 2" COVER RIDGE PENT •:,; AROUND ENTIRE PERIMETER. :;•. VERTICAL REINFORCEMENT+ #6 REBAR 0 31" O.G. HORIZONTAL REINFORCEMENT: I-#4 WITHIN IT" 13/4"x14" LVL RIDGE s` :y '. p� TV 1 #4 NEAR THIRD POINTS ...;, y IN TP WALLIST�RY. 4" P.G. SLAB '�' ', DAMPROOFING WITH 6"xb" Hm/ 13/4"A4" LVL RIDGE 12 CLASS I VAPOR RETARDER UNDER. " z I1 COMPACTED IN 3'SLIFTS 4 3'-0" X 3'-0" x I'-b" 10" X 20" CONTINUOUS P.G. FOOTING TO 95% PROCTOR DEN5I1Y P.G. FOOTING 7i�iN FRONT ROOF CONSTRUCTION TO GROUND WA R #5 REBAR ENTIRE PERIMETER. 2" COVER ASPHALT ROOF SHINGLES 15# FELT 2 .T. 8 0 1/2" THICK GDX PLYWOOD SEIGTION 2x12 R.R. ON 12" CENTERS ` 2x6 RR 16" O.G. ARCHED OVERHANG,FADE INTO ROOF ON EACH SIDE. •� R-30 CAVITY INSUL. ROLL ROOFING AS RE(3UIRED. -II GONTINUOU5 INWL. 2-0" -VENTED VINYL SOFFIT 2xI0 GJ ® 12" O.G. 3-1 3/4" x a 1/2" LVL HDR ARCH ONLY 3-I 3/4" x II I/a" LVL. HDR SEE FRAMING DETAIL FOR WINDOW HT. WALL CON5TRUCTION: O VINYL 51DING Q -�' M VEK OR EO) z r- 1/2" THICK COX PLYWOOD SHEATHING 2x4 STUDS ® 16" O.G. 12 3r3r 12 R-2I INSUL. IN 6" WALL 3 16" QG. lopve"�1�'0 c� I IN ALUMINUM GUTTI_=R5 ON 2x� RR 3-I 3/4" x Ib" LVL HDR 6 �'G• -ALUMINUM �RS ON Ix6 FACIA (TYP') 2x4 LOOKOUTS -1 3/4"XII '1/b" LVL FLUSH HDR BOTH 51DE:5 2x4 LOOKOUTS 3-2x10 R-21 INSUL. IN 6" WALL FAMILY ROOM FOYER -3-1 3/4"Al 1/4' LVL HDR. COVER WITH In THICK 4-I "x14" LVL COVER WITH I" THICK PINE• 3-1 3/4" x 11 1/4" LVL HDR - SLOPED VENTED VINYL SLOPED VENTED VINYL CEILING CEILING 2x5 LEDGER WITH STEEL JOIST HANGER -2x5 LEDGER WITH STEEL JOIST HANGER = O -10"XIO" FIBERGLASS LOAD BEARING XIO FIBERGLASS LOAD BEARING— CRAFTSMAN CLA551C SQUARE 10 " R-30 CAVITY INSUL. 19M�1 FLGCR CN 3/4"COX PLYI J,= CRAFTSMAN CLASSIC SQUARE: NON-TAPERED SMOOTH COLUMN NON-TAPERED SMOOTH COLUMN WITH STANDARD CAPITAL d BASE WITH STANDARD CAPITAL d BASE 4" P.G. FLOOR WITH OR EQUIVALENT. OR EQUIVALENT. STONE OVER 5CREHED d GLUED TO JOISTS -4" P.G. FLOOR WITH AJSIO 111/5 ® IG," O.G. STONE OVER. O • G I • • GRADE '"« _ INUM FLASHI AJ525 it "1/a" a 12" O.G. " ALUMINUM FLASHING ;'�', GRADE — R-30 INSUL. -i 3/4 xll 7/5 LVL LID BRIDGING AT Engineering Design MID-SPAN TYP. ,AG.rED BACKFILLCOMPACTED BACKFILL ` 42 Hayward Avenue Mt. Sinai, NY 11166 10" P G. FOUNDATION 3/4"A 17/b" LVL ;M .,. 631 a28 2112 Fax 631-q28-2163 :r 4 Approved: BASEMENT " ''' C RAND VIEH lel DAMPROOFIN6 ' cr .uI 2 2x6 AGO. SILLS ON 511-L SEAL ON ISRIVE LLG MODEL 36 4" DIA. STEEL COL. 410" X 20"GONTINUOLr P.G.FOOTING ; Nx3 VIXT 04 REBAR ENTIRE PERIMETER " 2" COVER -, .�_� a HIGH x 10 THICK P.G. wALL5 2205 GRAND VIEW DR., ORIENT •-r ;. ON 20 WIDE x 10 THICK P.G. FOOTINGS �' 2-#5 REBAR IN BOTTOM OF FOOTING 5GTM# 1000-14-2-3.1q A p p ENTIRE PERIME:T -4 Z. . ,• :. , .., s VERTICAL REINFORGEMETIT: #6 RE:BAR ® 31" O.G. �tITHIN I�" J :;;•N• ,'�t w ''• OP TQPwQF•V�" �.f1 R IRD PO NT5 SECTION A, SECTION B '.��. '`�;•••, � IN THE ALL 7TOhC 4" P.C.�5LAB 4 DETAILS SEGT' i O M WITH 6 xb DAMPRooFIN6 GLASS I VAPOR RETARDER UNDERX 10 X 20 CONTINUOUS P.G. FOOTING Desi ned ASN Drawn b :CK Job No.: Rev.: '�� Sheet: GS" M 'gip . 3.-o 3-0 X I-6 #5 REBAR ENTIRE PERIMETER. 2 COVER REVISIONS Iscole: 1/4 -I _O Date: 5/10/21 21-030 6 of 10 MPAGTED IN 311FT5 P.G. FOOTING ��_ � �� TO PROCTOR DENSITY Figure 3.2f Panel Attachment Figure 5.2h Panel Splice Occurring across Studs Table 5.1 Nailing Schedule Sheathing edge albottom$We Sheathl+tgadgeattop plate __ _ Numberof Number of man spacing atIntwnawdlaw DoeMe -lf — 1i blm0esall� common Nalls Box Nails Noll Spacing hamfttg,il'oo Wngatow sod de"blsraw orfasteners) (slaws row wad deal*row of fade"ra) I n 11 II II Panel attachment: ROOFFRAMgVO t"p�"t""11 n 11 11 U to upper top pie Rafter toTop Plate froe-nafled) (see Table 3.4A) (seeTable3AA) perrafter a 4, Pasat edge U 11 U tl 11 (ase Figure 3.2Q ------- Gfltr+glot►t toTop Plate(Toa WI4 (see Table 3.4A) f seeTabb 3AA) per joist DGE VENT z • }---. • --:_.: I) I) II II II -� T----------.- Calling Joist to Parallel Rafter(Face-nalled) (see Tabb3.9A) (seeTabk3,9A) each lap 1 , --- - _ •-__ -r-r-- ._ II II II II II ' + W Laps (F ) f ) lap -- ..------ , GB lout over (Face-milled) (seeTabb3.9A seeTab1e39A each w w ASPHALT ROOF 5Ff1N6LE5 , I i 1 ' _ !peel+[ i ' -- Incnaeettd 1•1 CoRarTleto�afhr(F•an•nalled) (seeTable3,6) (seeTable3.6) pe►tle 3-1 3/4"x24" LVL RID6EBEAM I II II II 11 II nailing t«upl r i Blocking to Rafter(Tao4wfled) 2•Sd 2.10d each end 15# FELT • • ' r }'} ' i n n 11 II feaoh side a Rim Board to Rafter(End ndbd) 2-16d 3.16d each end 2-1 3/41X14" LVL RID6EBEAM 1/2" THICK GDX I'LYWOOO °' s/4"� �_ '� I { ' N II II 11 II II horizontal :-: . WALLFRAMarc - --- ----------L�--- _ . 2x12 R.R. ON 12" CENTERS • • --- - . . . . + tl II II II If , ; 1 Panel edge Top that.to Top plata(Faoe naJbd) 2.16d z-16d per foot "� Hand Joist fl II U U II I_ Top plahsatIntersecWns(raa-"a xit 4-16d 5d6d joints-eachside Panel edg. m.:. Jt� c e c .: NaBleg p► ' '-------------1 Jn ehsda on each _- F ----- Studer Stud der(mfleiQ 216d 2.16d 24•o.e • • Rbgls row a faetsaas • Bingle row ataetaners _ _-=_- side of � � i � Header to Wader(Hasa+natMd) 16d 16d 15'oc.along edges "II--'1f-'- tr If- borbontal Jolt , gp� 141 Spacing 1 Top«Bottom plate tOStud IEnd•rtaEatn (saaTable3SA) (see Table3.SA) per stud R36(NSUL. 2-I 3/4'x14" LVL RIDGEBEAM . J24. y2, anw.egs 11 11 11 11 IIlldsletl foht, d)oist,End)oist 2-16d'•' 2-16d•' per foot II fl II II Igtt) ` Bottom Platto Flo« Ban-_---_t--__ ' '•' «Blocking fFw*.nakd) II 11 11 11 11 ' 1�� Blooldng,same :: FLtxsR FRAANNc-IT-- II n U U II , , I , We"as top Join to 511,Top Pigs or Order(Toe4jpfled) 4•Sd 4-104 perJoist bottom ates AGO LEDGER BOLT (2I I 1 II I I II I I I I �'Mtwlae ashowwn) Bloom ng to JJobsit(TTow4a/ed 2-g0 2-U)dd each sendLEDGER TO BOX J015T �� 2x8 LEDGER WITH STEEL JOIST FfAtJ6ER BloddrtgtoSfll«ToplNate{Toerotbd) 3-16d 416d each back -- .spacing,... ----.-��-- = II I{ 11 II II InMM Stud aagl a upBk Ledgers rfpta Boom(Face-nsiled) 3.16d 4-164 each Joist WITH 2 ROWS OF1V" DIA. (each aleeahorttontalfotttt) Joist on Ledger to%am(roe."led) 3-Sd 3-10d perjolst 6ALV. L.AG BOLTS 3-1 3/4" x II 7/8" LVL HDR MATCH SOFFIT HTS. Penetadge II 11 11 II II SPACED Woe O.G. SEE 4 � �"' II II II II II Panty attachment Band ism m Joist(End+tsiled) 3.164 4.16d per Joist • DETAIL SWT. 5 OC Nag ettaelntt d top sad plate — 1 to bottom piece Bend Joist to SRI or plate(Toansihd) 2.16d 3-16d per foot Oonble►owoffastaners Ooublerowafastarroro r ... :, .•. . ,. ROOFSNEATHM R-15 INSI�. beaom a p"par ilea•aAg - (see Ft¢ure 3.211) STEEL SHT. HANGER _'r VENTED VINYL SOFFIT Foundation 2-I 3/4" XII "1/8" LVL HD -1 3/4" X I I -I/8" LVL HDR 2X6 LEDGER WITH STEEL JOIST HAN6ER wood al Board al Sheathing eneis ed lod {seo Table 3.10) % X6 A00 DECKING---N 1 TYP RIM JOIST 2X4 LOOKOUTS Ib O.G. obgonalI*xWorwider R-3o CAVITY IN5UL. OVER GARAGE ATTACHED WITH 1/2" DIA.&ALV STEEL.LA6 BOLTS f 1•x6•«rx8• zsa z-Tod persuppon Figure S•2g Panel Splice Occurring over Horizontal Framing Members Figure 5.21 Sheathing$plica Plate(Alteraathre Detalq 1"x10 «wider 7 3-Sd 31ru1 persapport • CEIutV6SHFJtTHINQ : Gypsum Wallboard Sd coolers Sd coolers 7"edge/1n•field WALL C *15TRIZTIONr . Q VINYL 51DIt t6 Fr-if l + -.'. wAusHEATittNo A -{-� ]� MASTER BATH (TYVEK OR EQJ topprotes T I I Wood 9tnuturslPaneB 8d 30d (See Table 3.111 36 HI614 RAILINGS--� MA5 1 LR BEDROOM n q U n U Panel"ttacia.em 1 , I Structural KberboodParwls WITH 2"x2"��BAL L15TERS 1/2" THICK 11 U fl II II ("ato a per Figure 32f)Nate I I 112 Vx1-11 aN.ng x 7/ing nail 3'edge/6'fldd SPACED 4 MAX. BETWEEN \ FLOOR 11 II U U II Flg,+r.a2Q 1 . H COX PLYWOOD SHEATHING fl N � N li i � i i 23/32" {0.�i ga p tc�oo}I�na had) 3•edge/6"field FIN�15H H_ t;RON 3/4'COX FLYKXO 2x4 STUDS a 16" O.G. (0.12o•x1-3/a^longx3/B-head) w1 11 La u La u I I l 2x flatwlse Z S.H9R l.�R(�{YPlt rz,r If 1( U 11 II ( 1 I 1 Grum Wallboard Sd coolers Sd coolers 7"edge/10"field BOLT THS WITH 2"�A• 50REWED d GLUED TO J015TS R-30 INSUL. n n I► U u IWOngpro adod in i I ' Panel blockln OVER GARAGE H U fl 11 11 horitontalframtng ' 7im- ( ) I I Herdboatd Sd 8d fseeTabb3.11) taAL.V.CARRIAGE EOl.T5 , „ " " 22xis LEDGER WITH 5 JOIST HANGER II II U II II double A edge Parnctsifoerdpanels 8d 8d (seemanufecturer) 10 AGt2 12 O AJ510 II /8 ® I6 O.G. AJ510 11 -T/8 ® I6 O.G. ATTACHED WITH 1/2" DIA &ALV STEEL LA&BOLTS BamiJo�t 'I n II n II 1 1 , ; , l t 1c�a'I c e talo e"e ae a I{a a m Obga,si Board Sheething--:-:- I 1 __o-_o-_e- o— 1 e 1—e--e- 1"x6"or i"xD' 2 Sd 2-10d1----------------1 1- ---- per support 1"x10"or wider 3•Sd 3.111d per SuPp�2-2"x12" AGQ FULLY THREADED 3/6" DIA. LAG, SCREW SQUASH BLOCKS UNDER - ��==- - ------------ _ -- __-- _ _-- _ „�_�� 3�E3��= i09a3 SP : = I4—. a/v Panel pts 31111!"I 1-- 1 woodstrutdralPanels51MP50N DJTI4Z (BOTH SIDES) I N PREORIL.•LED W/MIN. 3" PENETRATION TO II I+ 11 Paaeledga L n CE'.NTER OF PLATE,STUDS, OR HEADER. n q II u II i I A i 1 1•«Ins Bd Tod 6•eagellz"flew 1/2 DIA. 6ALV. STEEL BOLTS (( U fl 11 II 2-1 3/4"A l -1/6' LVL HDR 11 I 0 N II _._--- a=e ng----•- • -------------•---• b I g p peatarthan 1" Tod 110 6•edge/12•sew l I Spacing I ( Sheathing splice I I Okagonat Board Slteatldr+g I (single row I I plate same 1-x8-ort"xa" 2-ed 2-SOd per support HOLD-DOWN DEVICE MIN'T5OLB n q n II II ---------------------- -----N-+------ I 1 l 1 Sheathing ' 1x10 orwlder 3-8d 3-10d per support u I► U n II ---_-__---_,.., --.-r I I shown) I I thickness and 6x6 POST TYP. GAPAGIIY AT 4 LOCATIONS, EVENLY VENTED VINYL- SOFFIT fl (( U fl n I , I ' I I I splice plate face min Nailing requirements are based on wail sheatNrg nailed 6Inches on tenter at the panel ed®e Altemattve nailing schedules sha8 J I 1 g be used where wall sheathing nailing Is reduted.For example,Nwag sheathing b nailed 3Inches on-center at the panel edge to DISTRIBUTED ALONG DECK AND ONE II U II U U 1 I o I 22xis W JOIST 1 I orientation as obtsln Mgher shear cepacines,rulgng requirements for structural members shall be doubled,or alternate connectors shall be WITHIN 24" OF EACH END OF LEDGER. ATTAa 111 2 6ALV�LA6 BOLTS Bottom n U U II II Par + 1 1 1 i. plate\ U II n U II ce paKom plata ' I I sheathing used to maintain sheat the load pant. HOLD-DOWN DEVICES SHALL FULLY (� I ' When n wall per b continuous over connected members,the tabulated number of nails shall be permitted robe reduced to ENGAGE DECK J015T PER HOLD-DO («a F' a z9 I j 1-16d nag per foot MANUFACTURER. Foandetlon poubta►owolfashnara Single Section A-A Ar�alcANw000t�tJr�cll. 4" DIA. STEEL COL. �ANALL DETAIL5 1. BUILDING DESIGNED PER WFCM 2018 & MEETS ALL REQUIREMENTS FOR PRESCRIPTIVE DESIGN (TABLE 3) _ GRAD .!' 2. DESIGN CRITERIA: I I ROOF PITCH =7/12 MAX SIMPSON EPB66 TVP. , I 1 ` <. _ ' ANCHOR IN CONCRETE m I ( _ '+ 4" P.C. SLAB MEAN HT 28.2 WITH 6"x6" YJW�`1 r''.• �• �: WIND 135MPH if_j T� GLA55 I VAPOR RETARDER UNDER. ..:'+ •:• r w COMPAACTTEAD IN COMPACTED SAND 5 •',.'... _ 51-00 x 5'-0" x 1-6 TO Q5SK PROCTOR DENSITY P.G. FOOTING 24" DIA. 10" X 20° CONTINUOUS P.G. FOOTING P.G. FOOTIN65 TYP. #5 REBAR ENTIRE PERIMETER 2" GC)VER SGT I TON G 12 10� SHEAR CON4COTORS EACH SIDE SHEAR COMEOTORS EACH SIDE AT OF 81-JCX.K LTP4 OR A35 OF E�.OCK LTP4 OR A35 12 -12 3" VENT THRU ROOF II +/-� III+/- 51MFX�ON STRONS-TIE Cf�lb 3-I 3/4" x II '1/8" LVL HDR 51P'f"�ON STRONIL 11 11 11 11 11 11 11 11 11 11 TF- 11 G-TIE 0516 4" VENT THRU ROOF "�"' 2w 2r VENTS— — -_- VENTS � „- � --I• — T � — — -�•- -I- _ _ r- _ _ � _ _ — SOLID WOOD BI.UC.KINC As Fes. SOLID WOOD BL.00I.ING As 1�. ;2' VENTS --- ATTAC 4 TOP OF WALL TO BLOCK H114 ATTACH TOP OF WALL TO BLOCK WITH r T" 1 1 " 2r I .1 1 " I 1 I ( I 2" 12" I r 2-1 3/4'x11 l/8( -I 3/4kll 7/8'LVL HDR ( -I 3/4'x11 l in x 3�" 5D5 HEAW nny czaerTOR - 51 VY DUTY CONNECTOR 2"1 1 1 ATHROO�f AU 1 2' 12 2w 1 ATH I M 1 1 I MA R AT I2 I L\4-HCOR 50;EW5(PART OF STFO'" WALL 5Y5TE" 5-P5045 (P OF 5TR�WALL 5Y5TE(-V SIMI-SON STEEL 5TRON6-WATT.95WI5X10 51Mz�ON STEEL S'T'RON��-WALL 55V�15XI0L-1 I I 1 1 I ( 1 2-2x4 JACKS EI'IT�2 SIDE. 2ND FLOOR 1 I I-I/2" W ( 1.11/2" 1 I TM I-I/2" 1 1-I/2" r5TAL ( 2-2x4 JACKS EITHER SIDE. TT11 L UKA114 S-1 2» 1-1/2" 3' 3' I 1 1/2" 2» P3050 F 611E P3050 Sit-PSON BALLOON Sl5WE3 � TOR KIT TO TTAO4 STANDARD 3-13/4' X 16' LVL HDR 511-�BALLOON c -� OR KIT ATTACH STA40ARD KALL ABOVE TO*STK!WALL 58-Ow.SEE SIMI�50N SEE SIMPWN 2» 2" TRON6 WALL GATAL.A6 FOR I ALLATION DETAIL5 -P��I �� STROP WALL.GAWALL ABOVE TO 'TALOG FOR IW WALL��AL ATION DETAR5 3-2x10 HDR 1 r �2w 1 12" 1 1 2 I 12" 1 BATHROOM 12 BATHt400M N 1 1 I/8" BG 055 RIM BOARD TYPICAL 51Mf'�.�ON STEEL STRDN�rWAL.L 55^95XI0-STK 51NP'�.�ON STEEL STRONG-WAl1�WS)40-STK 1 2-2x6 JACKS EITHER SIDE. F6Wl -4 2-2xtb JACKS EITHER SIDE. TUBI I-I/2' I-1/2" ( 2" 2" • 15T FLOOR $" ANGH•IOR BOLT5 PART OF 57RO14 WW-J_SY57814 AN-+M BOLT5 PART OF STRONG' WALL SYSTEM 4" TO APPROVED 2ND FLOOR PLATE HT.411-0" 1 1/8" BG 055 RIM BOARD TYPICAL SOLID 5L:OCrKIN5 BROW FULL HT STUDS. SEPTIC, SYSTEM 3-1 3/4" x Q 1/2" LVL HDR 2-2x4 JACKS EITHER SIDE. GI35 AFG24 n 2-2X4 JACKS EITHER 51DE. PLUMB I 1 AORAM NO SCALE N(50*� I7 -- m , ANOELO 5. NIG051A P .E . PVC VENTS $ DRAINS COPPER SUPPLIES Engineering Design A 2 STATIONARY ATI2 m 42 Hayward Avenue Mt. Shot, NY 11766 2NDFLooRo,-o, 651-Ci2&-2112 Fax 651-q2&-2165 ORAND V I Eli Approved: DRIVE, LLG `,= a 2205 GRAND VIEW DR., ORIENT NALL FRAMINO DETAILS - SGTM# 1000-14-2-S.Iq i�, �. � ' 'i, • SECTION G FRAMING DETAILS PLUMBING DIAGRAM Designed b : A5N jDrown b :GK Job No.: Rev.: -,_- 5heet: REV15ION5 Scale: 1/4"=1'-0" Date: 5/10/21 21-030 7 of 10 SECTION TI03: SOLAR-READY ZONE T103.1 NEW DETACHED ONE- AND TWO- FAMILY DWELLINGS, N1101.14 (R401.3) A PERMANENT CERTIFICATE SHALL BE COMPLETED N1101.5 (8103.2) INFORMATION ON CONSTRUCTION DOCUMENTS: AND TOWNHOUSES WITH NOT LESS THAN 600 SQUARE BY THE BUILDER OR REGI5TERED DESIGN PROFESSIONAL AND I. IN51ULATION MATERIALS AND THEIR R-VALUES: FEET OF ROOF AREA ORIENTED BETWEEN SIO DEGREES POSTED ON A WALL IN THE 5PAGE: WHERE THE FURNACE 15 LOCATED, CEILINGS: ROOF FACES AND 210 DEGREES OF TRUE NORTH SHALL COMPLY A UTILITY ROOM OR AN APPROVED LOCATION IN51DE THE BUILDING. ATTIC: R-30 CAVITY INSULATION + R-11 CONTINUOUS INSULATION 21 EC 5T WITH SECTIONS T103.2-TIO3.10. WHERE LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL CATHEDRAL ATTIC: R-38 NORTH EXCEPTIONS: NOT COVER OR OBSTRUCT THE VISIBILITY OF THE G I RGU I T ATTIC HATCH: R-40 CONTINUOUS INSULATION I. NEW RESIDENTIAL BUILDING WITH A PERMANENTLY DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER INSTALLED ON-SITE RENEWABLE ENERGY SYSTEM. ABOVE-GRADE WALLS: 2. A BUILDING WHERE ALL AREAS OF THE ROOF REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT WALLS: R-15 (R-21 FOR 6" WALLS) THAT WOULD OTHERWISE MEET THE REQUIREMENTS R-VALUES OF INSULATION INSTALLED IN OR ON GEILING/ROOF, WALLS, RIM/BAND JOISTS: OF SECTION T103 ARE IN FULL OR PARTIAL FOUNDATION (SLAB, BASEMENT HALL, CRAWL SPACE WALL AND/OR RIM/BAND JOIST: R-15 GAVITY INSULATION SHADED FOR MORE THAN '70 PERCENT OF FLOOR) AND DUCTS OUTSIDE CONDITIONED SPAGE5; U-FACTORS FOR FLOOR: DAYLIGHT HOURS ANNUALLY. FENESTRATION AND THE SOLAR HEAT (CAIN COEFFIGIENT (SHGG) OF R50 CAVITY INSULATION BETWEEN CONDITIONED SPACE AND UNCONDITIONED FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT BASEMENT TI03.2 CONSTRUCTION DOCUMENTS SHALL INDICATE THE SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTINCC DONE ON 830 CAVITY INSULATION BETWEEN CONDITIONED 5PAGE AND GARAGE SOLAR-READY ZONE. THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH 2, FENESTRATION U-FACTORS AND 5116G5: �rAM ON WMA COMPONENT, THE CERTIFICATE SHALL L15T THE VALUE GOVERING THE 10001'ONX T1053 THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LARGEST AREA. THE CERTIFICATE SHALL L15T THE TYPES AND TILT WASH, AWNING, CASEMENT : .28 U-FACTOR .32 SHGG 114VL 1�!')'ROM �p LESS THAN 300 SQUARE FEET EXCLUSIVE OF EFFICIENCIES OF HEATING, GOOLI NG AND SERVICE WATER HEATING PICTURE, TRANSOM .27 U-FACTOR .34 5HOG MANDATORY ACCESS OR SET BACK AREAS A5 EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC, DOORS .3a U-FAGTOR .25 SHGG REQUIRED BY THE INTERNATIONAL FIRE CODE. NEW FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE 3. AREA-WEIGHTED U-FACTOR AND 5H OG CALCULATIONS: T0WNHOU5E5 THREE STORIES OR LE55 IN HEIGHT RESIDENCE, THE CERTIFICATE SHALL LIST "6A5-FIRED UNVENTED U-FAGTOR5 OF EACH WINDOW = 53 = .28 ABOVE GRADE PLANE AND WITH A TOTAL FLOOR AREA LESS THAN OR EQUAL TO 2,000TO SQUARE FEET ROOM HEATER", "ELECTRIC, FURNACE" OR "BASEBOARD ELECTRIC, NUMBER OF WINDOWS+DOOR5 65 PER DWELLING SHALL HAVE A 50LAR-READY ZONE HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED AREA OF NOT LE55 THAN 150 SQUARE FEET. THE FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR 5HGG OF EACH WINDOW = B.QQ = .32 SOLAR-READY ZONE SHALL BE COMPOSED OF AREAS ELECTRIC BA5EB0ARD HEATERS. NUMBER OF WINDOWS+DOORS 65 NOT LESS THAN 5 FEET IN WIDTH AND NOT LE55 THAN 4. MECHANICAL 5Y5TEM DE516N CRITERIA: &0 SQUARE FEET EXCLUSIVE OF ACCESS OR SET BACK N1103.1 (8403.1) AT LEAST ONE THE:RMO5TAT SHALL BE PROVIDED AREAS AS REQUIRED BY THE INTERNATIONAL FIRE FOR EACH SEPERATE HEATING AND GOOLI NG SYSTEM. PER MANUAL J, MANUALS, MANUAL D CODE. 5. MECHANICAL AND SERVICE WATER HEATING SYSTEM AND EQUIPMENT TYPES, 51ZE5 AND EFFIGIENGE5: TI03.4 SOLAR-READY ZONES SHALL BE FREE FROM N1103.3.3 (8403.3.3) DUCTS SHALL BE PRESSURE TESTED TO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: PER M1401.3 (MANUAL J) CHIMNEYS AND ROOF-MOUNTED EQUIPMENT. I. ROUGH-IN TEST: TOTAL LEAk:AGE SHALL BE MEASURED WITH A 6. EQUIPMENT AND SYSTEM CONTROLS: PRE55URE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA) ACROSS THE T103.5 THE SOLAR-READY ZONE SHALL BE SET BACK FROM SYSTEM, INGLUDING THE MANUFACTURER'S AIR HANDLER PER N1103.1 (R403.1) ANY EXISTING OR NEW, PERMANENTLY AFFIXED OBJECT ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. ALL T DUCT 5EALIN6, DUCT AND PIPE INSULATION AND LOCATION: ON THE BUILDING OR 51TE THAT 15 LOCATED SOUTH, RE615TER5 SHALL BE TAPED OR OTHERWISE SEALED DURING THE DUCTS TO BE SEALED TO 496 LEAKAGE IN NON-HEATED ROOMS. HEATED PIPES EAST OR WEST OF THE SOLAR ZONE A DISTANCE NOT TEST. TO BE WRAPPED WITH R-3 INSULATION IN HEATED AND NON-HEATED ROOMS. LESS THAN TWO TIMES THE OBJECT'S HEIGHT ABOVE 2. PO5TCON5TRUCTION TEST: TOTAL LEAKAGE5 SHALL BE PROJECTED 50LAR RUC-)OF FLAN THE NEAREST POINT ON THE ROOF SURFACE. SUCH MEASURED WITH A PRE55URE DIFFERENTIAL OF 0.1 IN W.G. (25 PA) 8. AIR 5EALIN6 DETAILS: OBJECTS INCLUDE, BUT ARE NOT LIMITED TO, TALLER AGRO55 THE ENTIRE 5Y`5TEM, I NGLUD I N6 THE MANUFACTURER'S AIR BARRIER AND THERMAL BARRIER: EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS 15 PORTIONS OF THE BUILDING ITSELF, PARAPETS, AIR HANDLER ENCLOSURE. REC5I5TER5 SHALL BE TAPED OR INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT CHIMNEYS, ANTENNAS, 516NAGE, ROOFTOP EQUIPMENT, OTHERWISE SEALED DURING THE TEST. WITH BUILDING ENVELOPE AIR BARRIER. BREAKS OR JOISTS IN THE TREES AND ROOF PLANTIN65. EXCEPTION: A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED AIR BARRIER ARE FILLED OR REPAIRED. AIR-PERMEABLE WHERE THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY INSULATION 15 NOT USED A5 A 5EALIN6 MATERIAL. TIO3.6 A GAPPED ROOF PENETRATION SLEEVE SHALL BE WITHIN THE BUILIDNG THERMAL ENVELOPE. AIR-PERMEABLE INSULATION 15 IN51DE OF AN AIR BARRIER. PROVIDED ADJACENT TO A SOLAR-READY ZONE A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE LOCATED ON A ROOF SLOPE OF NOT GREATER THAN I CEILING / ATTIC: AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY UNIT VERTICAL IN 12 UNITS HORIZONTAL. THE GAPPED SIGNED BY THE PARTY GONDUCTING THE TEST AND PROVIDED TO ALIGNED WITH INSULATION AND ANY GAPS ARE SEALED. ATTIC ROOF PENETRATION SLEEVE SHALL BE 51ZED TO THE CODE OFFICIAL. ACCE55 (EXCEPT UNVENTED ATTIC), KNEE WALL DOOR, OR DROP AGGOMOMODATE THE FUTURE PHOTOVOLTAIC SYSTEM DOWN STAIR I5 SEALED. CONDUIT, BUT SHALL HAVE AN INSIDE DIAMETE OF NOT N1103.5.1 (8403.5.1) HEATED WATER CIRCULATION SYSTEMS SHALL BE WALLS: CORNERS AND HEADERS ARE AIR SEALED. JUNCTION OF LESS THAN 1 1/4 INCHES. IN ACGORDANCE WITH SECTION R1103.5.1.1. HEAT TRAGE TEMPERATURE FOUNDATION AND SILL PLATE 15 'SEALED. PROVIDE AIR 5EALIN6 MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION GASKET OR CAULK AT JUNCTIONS BETWEEN CEILING AND WALLS T103.1 THE STRUCTURAL DE516N LOADS FOR ROOF DEAD 81103.5.1.2. AUTOMATIC CONTROLS, TEMPERATURE SENSORS AND WHEN SHEETROCKIN6. LOAD AND ROOF LIVE LOAD SHALL BE CLEARLY PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE INDICATED ON THE CONSTRUCTION DOCUMENTS. READILY ACCESSIBLE. WINDOWS AND DOORS: SPACE BETWEEN WINDOKVOOR JAMBS AND FRAMING I5 AIR SEALED WITH FOAM. T105.5 CONSTRUCTION DOCUMENTS SHALL INDICATE N 1103.6 (8403.6) THE BUILDING SHALL BE PROVIDED WITH PATHWAYS FOR ROUTING OF CONDUIT OR PLUMBING VENTILATION THAT MEETS THE REQUIREMENT5 OF SECTION MI505 OF RIM JOISTS AND BAND JOIST: RIM JOISTS ARE INSULATED AND AIR SEALED. INSULATION 15, FROM THE SOLAR-READY ZONE TO THE ELECTRICAL FLOORS (INCLUDING ABOVE-GARAGE AND INSTALLED TO MAINTAIN PERMANENT CONTACT WITH UNDERSIDE OF SERVICE PANEL OR SERVICE HOT WATER SYSTEM. THIS CODE OR THE INTERNATIONAL MECHANICAL CODE, AS CANTILEVERED FLOORS) 5JBFLOOR DECKING. AIR SEALING I5 INSTALLED AT ANY EXPOSED APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. EDGE OF INSULATION. T103A THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR RESERVED SPACE TO ALLOW INSTALLATION OF A DUAL GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS FOUNDATION 4 CRAWISPAGE WALL: SEAL WITH CLOSED CELL FOAM OR BASEMENT WALL DRAPE. POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC NOT OPERATING. SHAFTS, PENETRATIONS: DUCT SHAFTS, UTILITY PENETRATIONS, KNEE WALLS AND FLUE INSTALLATION AND SHALL BE LABELED FOR FUTURE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE ARE SOLAR ELECTRIC". THE RESERVED 5PAGE SHALL BE N1104.1 (R404.1) NOT LESS THAN cI0 PERCENT OF THE PERMANENTLY AIR SEALED. P051TIONED AT THE OPPOSITE (LOAD) END FROM THE INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICAGY INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. LAMPS. NARROW CAVITIES: BATTS IN NARROW GAVITIES ARE GUT TO FIT, OR NARROW CAVITIES ARE FILLED BY FOAM INSULATION. T103.10 A PERMANENT CERTI F I GATE, I ND I GATT NG THE SOLAR-READY ZONE AND OTHER REQUIREMENTS OF GARAGE SEPARATION: AIR SEALING IS PROVIDED BETWEEN GARAGE AND CONDITIONED SPAGE5. TH15 SECTION, SHALL BE P05TED NEAR THE ELECTRICAL DISTRIBUTION PANEL, WATER HEATER OR RECESSED LIGHT FIXTURES ARE AIR TIGHT, IG RATED AND SEALED OTHER CONSPICUOUS LOCATION BY THE BUILDER OR RECESSED LIGHTING: TO DRYWALL. EXCEPTION- FIXTURES IN CONDITIONED SPACE. REGISTERED DE516N PROFESSIONAL. INSULATION 15 PLACED BETWEEN OUT5IDE AND PIPES. BATT PLUMBING AND WIRING: INSULATION 15 OUT TO FIT AROUND WIRING AND PLUMBING, OR 5PRAYED/FOAM INSULATION EXTENDS BEHIND PIPING AND WIRING, 5HOHER/TUB ON EXTERIOR WALL: 5HOHER5 AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND 1a'-r AN AIR BARRIER 5EPARATING THEM FROM THE EXTERIOR WALL. ELECTRICAL/PHONE BOX ON EXTERIOR WALL: AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-T (PE MAIN ROOF GONr2 R ,,TION AXES ARE INSTALLED. ASPHALT ROOF 5HIN6LE5 4r 152" THICK COX PLYWOOD -10 FELT o• 4' " COMMON WALL: AIR BARRIER 15 INSTALLED IN COMMON WALL BETH�IEEN DHELLIN5 2x12 R.R. ON 12" GENTER5 UNITS. 40# C.HVAREGI5TER BOOTS: HVAC RE615TE-R BOOTS THAT PENETRATE BUILDING ENVELOPE ARE 2X4 G.T. 48" O.G. SEALED TO SUBFLOOR OR DRYWALL. ALL DUCTWORK 15 SEALED TO ACHIEVE 4% TOTAL LEAKAGE. ALL DUCTWORK INSULATED WITH T 4'-10" SOLAR PANEL READY REAR ROOF NOTES R-8 IN UNGONDITIO AREA. I. INDIVIDUAL 50LAR PANEL MI6HT = 40 FIREPLACE: FIREPLACE WALLS ARE INSULATED, AIRSEALED AND INCLUDES AN 2.SPEGIFIG LOAD LOADING POINTS CANNOT BE DETERMINED AIR BARRIER. UNTIL A SPEOFIG SOLAR M16N 15 DETERMINED.THEREFORE A 2xlO c 0.c. WORST CASE LOADING WILL BE ASSUM® = 40#POINT LOAD IN 3 PLACES ON EACH R.R.6 4'-10'O.G.D15TRIBUTED LOAD OF 6"1#/Ft"/Ft) 3.STEEL BRID6ING AT CENTER BETWEEN ALL R.R.ON THIS SIDE. 4.3/4'GDT PLYWOOD 515aF N6 ON CASE SOLAR PANEL MOUNTING AN(9EL05. N RE BRA,GKETS MUST BE SEUJRED TO THE SHEATHIN6) 2ND FLOOR Engineering 4 Design 42 Hayward Avenue Mt. Sinai, NY 1166 631-a25-2112 Fax 631-a28-2163 C RAND V I EH Approved: DRIVE, LLC /r r 2205 &RAND VIEW DR., ORIENT SGTM# 1000-14-2-3.''I a ! - 50LAR-READY, GON5TRUCTION 4 50LAf;Z--RE:ADY__ `00*%aF DE516N N.T.s. ENERGY NOTES, SOLAR ROOF PLAN DESIGN Desi ned b : A5N Drawn by: 6K Job No.: Rev.: Sheet: REVISIONS 5001e:3/32"=1'-O ate: 5/10/21 21-030 8 of 10 51MP50N STRONG-TIE 0520 RIDGE BEAM ® CATHEDRAL GL65. 12° 12 11 ROOF RAFTERS RO • LU526-(2x6) RAFTER TO STUD STRAP ZMAX LBPS 5/8-T HOLD DOWNS LU526-(2x5,2x10 4 (51MP50N H2 N 2x12 RAFTERS) EKY RAFTEi� SIMP50N MT512 I6 O.G. NOTCH RAFTER TO ACCEPT HANGER TYPICAL ANCHOR BOLTS HEADER TO JACK STUD RAFTER TIE STRAPP I N6 DETAILS �•H 51D�N L5TA24 2X6 AGO SILL PLATE I. INSTALL STRAP5 a 16"O.G. OR COLLAR TIE5 0 16"O.G. IN UPPER THIRD OF ATTIC 2. IF STRIPPING 15 INSTALLED OVER SHEATHING USE IOd NAILS AS/NAILING SCHEDULE. SILL XDETAIL (511-1-70 FOUNDATION) OUT STUD TO STUD STRAP LE CTH CONTINOU5 BLOCKING 51MP90N L5TA36 16" O.G. ®BEARING PART - M N. 12" MIN ON STUD 1-1/4"X 20 GAGE 6185 6ALV 12" N. STRAP W/(5)-8D GOM NAILS CLEAR SP N MMNTIE 05)— HEADER TO JACK STUD STRAP STRAP SILL TO SIMPSON L5TA24 BOTH SIDES BOX JOIST AT I2" FOUNDATION M N. BOLT LOGATIONS " SIMPSON G520 Provide mfnfmum WRAP 12" MIN. end distance ONTO FLOOR JT. „ Equal number of 12 N. 1-1/4"X20 6A6E 6185 specified nails In each end 5TUD TO BOX J015T STRAP &ALV STRAP SIMPSON LSTA24 I6" O.G. W/(5)-8D COM NAILS NAIL TO BACK I'-O" NAIL TO BAGK OF 51LL I-I/4" x 18 a GALV. MTL. :. OF SILL STRAPPIN� ® EACH STUD • RUN 12" DN. STUD FAGS 5IMP50N 0520 STRAP SILL To BOX J015T P.C. FOUNDATION p° • °e• . WALL GANTILVER STRAPPING DETAILS AT FOUNDATION BOLT LOCATIONS SEE DETAIL ° APPLIES TO GARAGE WALL I. INSTALL STRAPS a 16"O.G. 2. FLOOR J015T5 MUST ALIGN W/5TUD5 AND SLAB ON GRADE CONSTRUCTION ALL 5TRAPPING MAY GO OVER 5HEATHING WHEN lod NAILS USED NALL , RAFTER GANTILEVER STRAPPI SLAB ON DETAIL- MIN. WOOD MEMBER 51MP50N H I TIE ib" O.G. THICKNESS TO BE 51/211 R.R. TO GIRDER O 5-1 3/41lx II 1/4" LVL W/ 2- 1/2" STEEL FLITCH GIRDER INO ALLOWS HOLD INSTALLATION 0 o ENDWALL SIMP50N HHDQ14-SD52.5 HOLD CORNER STUD SIMP50N HHD014-5D52.5 HOLD DOWN WITH r/8" DIA. HHDQ14-5D 2.5 CONNECTED TO ANCHOR BOLT 4 GNW COUPLER NUT ATTACH DOWN ON BOTH 51DE-5 CONNECTED HOLD DOWN o ° 5IMP5ON STRAP CM5T12. INSTALL PER MF6. WITH A /e DIA. THREADED ROD TRANSFER SHEAR STRAP BOLTS (2)-7/8" HOLDOWN TO CORNER STUDS WITH Y4 X3 WOOD o 0 0 FASTENERS: FACE (20) lod. TOP (2) IOd. 50REW5. SEE FOUNDATION PLAN FOR LOCATIONS. • SECURE TO STUDS WITH Y4"X3" NO ° 50REW5. SEE FOUNDATION PLAN ° FOR LOCATIONS. ° 2-16d COMMON ° NAILS @6" O.G. 10"XIO" FIBEROLAS5 LOAD BEARING CRAFTSMAN o o CLASSIC SQUARE NON-TAPERED SMOOTH COLUMN F.J. F.J. WITH STANDARD CAPITAL 4 BASE OR EQUIVALENT. SET EXPDXY ANGHORAGE. SIMP50N HD6A HOLDOWN. INSTALL PER INSTALLATION INSTRUCTIONS. ANCHOR 7/8" ATR. ,,o�,,N H}.}OR DRILL gIT DIA. I", 5/8" DIA. 6ALV. STEEL THREADED ANCHOR BOLT �� 'ALL EMBEDDED MIN. '1 _/4' N FOUNDATION. SET 12" DEEP INTO EXI5TIN6 P.G. FOUNDATION ORrj MIN. END DISTANCE W. MIN. EDGE DISTANCE 4" WITH EPCON 5Y5TEM CERAMIC 6 EPDXY OR EGtUIV. s TO FOUNDATION FLOOR TO FLOOR SHEAR WALL MOLD DOWN -: 4" PG SLAB ON PG FOUDATION is • SHEAR HALL HOLD PONN DETAILS LOCATED ON A PC SLAB STEED_ CONNECTOR GOAT I NC NOTE AN&ELO 5. N10051A, REEngineering 4 Design ALL STEEL STRAPIN(5 AND CONNECTORS IN 42 Hayward Avenue Mt. 51nai, NY II166 GONTAGT WITH AGO TREATED LUMBER TO 631-a28-2112 Fax 631-cI2&-2163 HAVE A ZMAX/1406 6ALVAN I ZED COATING. GRAND VIEW Approved_ . FASTENERS FOR THOSE GONEGTORS TO BE DRIVE, LLG 6 ALVAN I ZED PER ASTM A 153. GOLUMN 5TRAPPINO DETAIL 2205 GRAND VIEW DR.,, ORIENT '"� ��' ✓ ��� SGTM# 1000-14-2-3.1Q f STRAPPING DETAILS <�, Designed By: ASN I Drawn b : GK Job No.: Rev.: - Sheet: ?L - ,@'a`M8:o;5..^.p�{[(Yi�:Nt7r�`•lnlflMli:1.3l�Rtl/f!!Ifl..'S174L117Rb''4'31hD'9/YMr�.kffYR]AR'A•�.:dP1'r'1.'�i.Pb+MNd%P�B�°@i%iJ1AT5. .R1�Pl4da4."'s4�.•YhYiVF:•.'tUPY4ir"KOr'4M.k:HB+P^.1116r 9u�i'"Sf:?d4H:P.V'..Ait.,:itNti0.F�::.f4NY7MOFi4MMlff '"�BhWi't1:45..P91NWSlpY'K'+'h!+?�pPR:T..ML^6PMdi'iL1k»}7A*MP�11XfYS'tEYW�RM1`fl:.K'�%t�^dli'Ik'R.T.1'IIpWUC.:tY7P7�'6Y'-0:1f7f'lMPF.'dA4�••..."i�gi7'K h�AI:.Y.N"',N.J.[6�`°A9nY�1{!'1�1E.'nitiSi.Tl�M3Mq0.2'Z3Cd'A'6'tdM.'YM061 �.4U'MSM1pYJfi1.#�4G.440MMmi..^.Sr...•11.J#M�4lA1Y�niw#ML'S.<f'swWR6Mfd'4.WY�WaV4'7614i M+WL�MiMM.4A"�.ei••- •_•-••.��•.••,.., .uY•Yifl�YilM N.Yib.+•Arrw� �M. . 5 NS G e -I 00 CI Of 10 Load bearing wall above Load bearing wall above See Boise literature for (stacked over wall below) ® stacked over wall below SEie Boise literature for •01St vertical load capacity. BCI Joist Blocking ( ) 2000 Ib/ft. vertical load Point Load from above > 1000 lbs. vertical load capacity. capacity Nail each end with 1 - 3" \ (10d) nail \ Note: Minimum 2x6 bearing plate required Boise Rim Joist with 2" flange width & 'aoa�a For Point Load from above: • larger series joists. Install web stiffeners tight 8° 10 1/16 against top flange with 1/8 , „ 1/2 minimum end bearing length gap between bottom flange at all floor and roof details. Nail Boise Rimboard �--2x block Load bearing wall above to BCI®joist with 8d nail into each flange. Boise Rim Joist See Boise literature for or Boise Rimboard vertical load capacity. 23/32" min. I oo�d/OSB Backer block (12" wide min.) p yw Nail with 10- 10d nails. or rimboard closure:. Install tight to top flange. .00 Nail with 8d nails into each flange. BCI®joist blocking required for cantilever. Joist hange See Boise literature for joist blocking vertical load capacity. Filler block. Note: Boise floor joist must be designed Nail with to carry wall above when not stacked 10-10d nails. Web Stiffener over wall below. Backer block required where top Boise joist mount hanger load exceeds 250 lbs. blocking Face Mount Install tight to top flange. Boise Rim Board Joist anger Stiffeners are required on both sides 000 2 x t3 minimum rafter.Connecof the web when : Double BCI®Joist per nldinof gcr code per local building code requirements. 2x blocking required at beerfiV 1/8 - Hangers with side nailing. Connection (not shown for clarity). �\\ -Any hanger with sides not Filler Block 12 containing the top flange �\ (see literature) 6 min. 0of the joist. Note: 18" and 20" depth joists •' 16"maximumrequire web stiffeners at bearing Minimum Heel Depth 0 #0 j ° ° joist depth � 2x4=4318• ,• - Web stiffener nailed points & at each end of blocking ® TM Web-Filler . 2x6=3-!/ ° ° ° ° Versa-Lam or Boise GLULAM beam: Nailing 12 OC � �+ �, ' with 3 - 3 (10d) Beam width shall exceed Solid block all posts from 23/32•min.ply/OSB rated sheathing. Install nails for 91/2" and above to bearing below. on both sides of joist,tight to the top of the 117/8"joists, andbottom specified hanger nail length e.stnasnrated sbfloor4 adhesive surfaces with 5 — 3" (10d) nails Connection valid for all applications. 3 rows fromf I each idenaila anat d clinch.Alternate nailing from each side and clinch. for 14" & 16"jOiStS. Contact Boise EWP Engineering for specific conditions. 24• END BEAFZINO DETAILS T ........./// 2'min. Small gap 1/8"min. Web stiffener Fastener Schedule I T BEARINOJoist Bearin Location�..� � 4 max. 2 max.INT Series De th End Intermediate 9-1/2" 2-8d 2-8d BCi 5000e 11-7/8" 2-8d 3-8d 14" 2-8d 9 2-8d 2-8d T_ Clinch nails BCI 6000s® 11-7/8-7/8" 2-8d 3-8d BCI6500SP 14" 2-8d 5-8d 16" 2-8d 6-8d BCI®joists are intended only for _ Fasten 2 X 8 minimum to BCI ' joist by nailing i � „ 11-7/8" 2-8d 3-8a applications that provide permanent Uniform loads only. 3/32 min I ood/O,SB BCI60s® 14" 2-8d 5-8d PP P P • `- ' p ® 16" 2-8d 6-8d protection from the; weather. through backer block joist web with 2 rows 10d nails at 6 o.c. Use 16d nails or rimboard closure. Nail BCI joist Tight fit 3-16d panel with BC joist. ® . with 8d nail into each flange. " BCI 90? 16 6-16d s 16d DZI Wood structuralp BCI joist blocking 2 min. Plywood/OSB web stiffener or rimboard closure 4"�. BCI®joist Uniform Clinch all nails. blocking required for blocking loads only 2x closure Web stiffener required cantilever each side with 18" and Direct applied soffit deeper joists. PP NEB 5T RS 5GHEDULE or ceilingDirect attached soffit 1 1/2 time Backer or ceiling 23/32 min. ' Uplift on backspan shall block plywood/OSB rated Backspan Cantilever be considered in all Cantilever Can 1sheathing reinforcement.cantilever designs. length 'I ver no rester than length 3 1/2 min. Backs an Cantilever. ANOELO S° N I G051 At P°E ° 1/3 of backspan or 4'-0" bearing cantilever length length ` Engineering 4 Design 4'-0" Max. SECTION AA 2 Backer block 42 Hayward Avenue _ Mt. 51nal, NY 11-166 GANT I L Ew E R DETAILS Zt,, 631-a28-2112 Fax 631-Q28-2163 C RAND V I E W Approved: DRIVE,E, LLC- NOTE• - 2205 GRAND VIEW DR., ORIENT '` /J✓✓ t. 1. NOT ALL DETAILS APPLY TO THIS PROJECT. ��. FOR DETAILS NOT SHOWN REFER TO MF6 SGTM# 1000-14-2-3,1a SPECIFICATIONS ANY HOLES IN JOISTS ARE TO BE PER MANUFACTURED FLOOR JOIST DETAILS MANUFACTURER'S SPEC I E I CATI ON5 OR ' CONTACT EN6INEER. Desi ned b :ASN 10rown : CCK Job No.: Rev.: Sheet: REV 15I ON5 5ca l e: No Scale Date: 5/10/21 21-030 10 of 10