The URL can be used to link to this page

Home My WebLink About48892-Z of souTyo�o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46485 Date: 09/10/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1700 Grathwohl Rd New Suffolk,NY 11956 Sec/Block/Lot: 117.4-3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/27/2023 Pursuant to which Building Permit No. 48892 and dated: 02/10/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Reconstruction (demolition per Southold Town Code) of a single family dwelling with second floor deck, side entry deck, covered front porch and attached garage as applied for per ZBA#7724, dated 1/29/2023. The certificate is issued to: Jose Castano Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0175 4/14/2025 ELECTRICAL CERTIFICATE: 48892 02/18/2025 PLUMBERS CERTIFICATION: William Gremler 11/09/2024 A on ed Signature OfSOUTyo TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE UFO �� SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND'SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48892 Date: 02/10/2023 Permission is hereby granted to: Renewal Date: 02/11/2025 Jose Castano PO BOX 703 Mt. Sinai, NY 11766 To: Demolish (as per Town Code definition) and reconstruct a single family dwelling as applied for per SCHD and ZBA approvals. Premises Located at: 1700 Grathwohl Rd, New Suffolk, NY 11956 SCTM# 117.-4-3 Pursuant to application dated 01/27/2023 and approved by the Building Inspector. To expire on 02/11/2027. Contractors: Fees: Renewal Fee $1,011.40 Building Inspector i J �o�SUFFo TOWN OF SOUTHOLD oy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY 45 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#: 48892 Date: 2/10/2023 Permission is hereby granted to: Castano, Jose PO BOX 703 Mt. Sinai, NY 11766 To: Demolish (as per Town Code definition)and reconstruct a single family dwelling as applied for per SCHD and ZBA approvals. At premises located at: 1700 Grathwohl Rd, New Suffolk SCTM #473889 Sec/Block/Lot# 117.4-3 Pursuant to application dated 1/27/2023 and approved by the Building Inspector. To expire on 8/11/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,772.80 CO-RESIDENTIAL $50.00 Total: $1,822.80 'JAa Building Inspector so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh .southoldtownny.gov MUM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jose Castano Address: 1700 Grathwohl Road city:New Suffolkk st: New York zip: 11956 Building Permit#: 2�— Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: A. Ruggiero Electric Electrician: Antony Ruggiero License No: ME-62287 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 50 Ceiling Fixtures 20 Bath Exhaust Fan 4 Service 3 ph Hot Water 2/tank GFCI Recpt 37 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 85 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30a Emergency Strobe Heat Detectors 1 Disconnect Switches 45 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge, 1 dishwasher, 1 hood, 1 micro, 1 dishwasher, 1 washer,1 gas fireplace 1 generator [inlet , Notes: HOUSE Inspector Signature: Lad,&, Date: February 18, 2025 p 9 1700 grathwohl rd Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �. 1 Southold,NY 11971-0959 - BUILDI NG DEPARTMENT NOV 1 3 2024 TOWN OF SOVTHOLI) Ea ' t : CERTIFICATION Date: 2. Building Permit No. Owner: (Please print) Plumber:.. W k 6�'q _.. ... ..�r 1 _ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of /VC►1ferL(,h-jj? 20_�� Notary Public, \J/,/County Linda S Mannino Notary Public, State of New York Reg. No. 01 MA4948506 Qualified in Suffolk County Commission Expires 7./20/2027 �F SOGTy��o TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [�J I UNDATION 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 [ ] RENTAL REMARKS: 1,04I s �►- teoa D - ,L- 0�a3 DATE T � INSPECTOR OF SOUIy�� -- `b * sou o TOWN F THOLD BUILDING DEPT. 0 courm�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PL13G. [ ] 6UNDATION 2ND [ ] INSULATION/CAULKING [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A oy\- `d 0vt svvvcq I� IV vvk 1(k va sy tu L DATE INSPECTOR OF SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 g INSPECTION [ ] FOUNDATION 1ST [ ] 0' 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: fl. QVJ -r;> co� � d1�✓�. R1� �l MCA, T S cp b vtAd c DATE INSPECTOR 04S0U,yO� qjgj a 1-700 &e&fkVJ©I c CA. * TOWN OF SOUTHOLD.BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: Sri 6 C o r" P'WLh�.� �kl t C�=,1 ro�ecf o e,� n G.� k /,lE/r%c4,q eK p.�t-u C� Ocrt.'�'l "C Gt,i 1— �,KO�,�►��( t i raw or-AtAeoV DATE -. INSPECTOR OF SOUTyOIo qV F O 1 700 GF' o,,ffn wo�v t I \ - —- # # TOWN OF SOUTHOLD BUILDING DEPT. °`�o�►�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.; ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [. ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) - / [ ] CODE VIOLATION [. ] PRE:C/O [ ] RENTAL. ' REMARKS: 6v-s'e t 4pl%Wc-e5 vxetA AFC Z Aro+eL41oYl . 4f6 k wa v%,te vow A 140 "ZIIA4u ec5 ` bC6e, VKt94 IA l� Wa�ec t�a+vrs fo Ir AlRcti rc'W14, row* o u c 4e, coats �-or -- DATE INSPECTOR 5f SOUIy�� - - -- — # # TOWN 'OF SOU.THOL-D BUILDING DEPT. um, 631-765-1802 qt%q)-/l- NSPEC,Tl0N- I FOUNDATION.1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ V SULATIOWCAULKING FRAMING /STRAPPING [ FINAL Nb [. ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [" ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION- [ ] PRE C/O [ ] RENTAL E RKS: l j,4 Lw an/ Ant,77ua VAf X AAV� e<_ ZV - PAJ uolm DATE l6loz INSPECTOR v '*OE SOUTyOIo IC�l l YOU b I_c(,TV\ LA:)O vl l T N OF SOUTHOLD BUILDING DEPT. CCU � 631-765-1802 I.NSPECT[ON ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION.2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ]. FIREPLACE.& CHIMNEY .. [ -] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT,PENETRATION [ ] ' ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL , . REMARKS: PaKct Vl e S ` 0 be H i Asked kJ c. V1 aK& lw4 5 ATGT ro�ec�r'oGl /-,'a kvA ccAft DATE 10 INSPECTOR ` — OF SOUlyO6 y , I o ��uO &rct I I t�/CJ * * � �EPT. TOWN. OF SOUTHOLD BUILDING CooHr+,��'' 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ " ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ], FIRE-RESISTANT CONSTRUCTION ' .[ .- ] FIRE.-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ jq ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 as q DATE 0 INSPECTOR oF souryO # # TOWN OF SOUTHOLD BUILDING DEPT. ut+, 631-765-1802 qZ>0 v INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rULATIOWCAULKING FRAMING /STRAPPING [ AL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE'RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL L(REMARKS: I DATE INSPECTORIXA ll�b IZ aur MSa aS 2PHI)TO-5 . 4 0'yv POrL uJ�u� IA' !x' ,xv 1 V L VAtQ , s 2tort ev - 0 �X. f J WoHL_ 2 .. - 202� ya F M, �~^ - AAF 1 � 4'V 1 � f '. { 1 r ` 'a r i ' A �t w dWW- �:c ill�NflG n r CIS a 'Y 1 � h ��„'f� 1 ,` - � r �a _ ` � y '�. .41 �� • � � � 'l �'' `' .� .� �` - �� =1 ` � \\� � � •,� •1 +� I ' � � i , i. �.. -.� ,� � �� , ,� ,� . r �. �� ,,� '� a I � ,. .,�► I .. ��` 1� ` , , ^�* �', �. ^ �. � :, � t ,11 „� , �1 � �.. � - •ice .... --- .- � r r 1 i w: 7 1 _ r .r. 1 N 1 �l i r f 3 / :1 1 a , S �j .r I ` t i 1 I J I 4 r� a V J � r ,° G. �' f � � 7_ � �� -� '4 � ( '.�s •'`� � '��.�P.� �n. � � � ��.i+� "!, . � � � I ,�. i � j � �� 4 i � 1 j � '', , � �' .f � I r ��, f �" �, � � 1; I � � r �� "� .`r � j �� . � �IZ - i �i �, i t "� ' �p J ,,� _� � I •� -- 1 � r 1 a � J I � � r �� ' `" f t I j � ?` 4 �I I. i }� I f � � S � � A 4 �, � ;, .; �° i `. �: ,, �' [l,,�, ,/ o � 3 a jr ' y� f i, )j� i . �' ,� �. pit '► � 4 i i o � ► a rf I Peter Altenreither BPI Energy Assessments 248 Smithtown Blvd#5 independent DOE Home Energy Scoring Suite 123 Residential Manual J/D/S Energy. Nesconset, NY 11767 it 4It Assessment HERS Ratings Tel: 631.384.8498 Professionals Blower Door Testing Fax:631-979-0824 � Duct Blaster Testing Email: Peter.iREAP@gmaii.com ANSI Level I Thermography ************************************************************************************* Blower Door Test Certificate Address: 1700 Grathwohl Rd City: New Suffolk State:NY Zip: 11956 Conditioned Floor Area(ft2): 2,727 CFA Volume(ft3): 29,031 CFM50 @ 3 ACH= ,452 (3 x Volume/60) Test Result: 1,411 CFM @ 50 Pa AC 2•91 ( M*60/V Passing 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air leakage rate no exceeding three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off. 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: independent Residential Energy Assessment Professionals, LLC Company Address:248 Smithtown Blvd#5,Suite 123 Nesconset, NY 11767 Technician: Peter Altenreither BPI I D#:5011324 RESNET ID#: (RTIN):9730474 Technician signature: � �' Date: 12. April 2025 Peter Altenreither BPI Energy Assessments 248 Smithtown Blvd#5,Suite 123 independent DOE Home Energy Scoring Nesconset, NY 11767 Residential Manual J/D/S Energy L jalk Assessment HERS Ratings Tel: 631.384.8498 Professional's Blower Door Testing Fax:631.979.0824 iREAP Duct Blaster Testing Email: Peter.iREAP@gma1l.com ANSI Level I Thermography Duct Leakage Certificate Address: 1700 Grathwohl Rd City: New Suffolk State: NY Zip: 11956 System 1: Location: Uncond Crawlspace Conditioned Floor Area (ft2): 1,384 ® Duct tightness testing is not required for this system as the air handler(s)and all ducts are located within the conditioned space Check Test Method: ® Post-construction test/Total Leakage 0 Rough-in test/Total leakage 2020 ECCC Maximum duct leakage: Total duct leakage: (floor area x.04)=CFM @ 25 Pa 56 Test Result: 53 CFM @ 25 Pa System 2: Location: Uncond Attc Conditioned Floor Area (ft2): 1,343 ® Duct tightness testing is not required for this system as the air handler(s)and all ducts are located within the conditioned space Check Test Method: ® Post-construction test/Total Leakage ® Rough-in test/Total leakage 2020 ECCC Maximum duct leakage: Total duct leakage: (floor area x.04)=CFM @ 25 Pa 54 Test Result: 49 CFM @ 25 Pa Company Name:independent Residential Energy Assessment Professionals, LLC Company Address:248 Smithtown Blvd#5,Suite 123 Nesconset, NY 11767 1 certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician: Peter Altenreither BPI #:5011324 RESNET ID#(RTIN):9730474 Technician Signature: � "' Date: 12. April 2025 1 Castano Residence HVAC Load Calculations for Jose Castano 1700 Grathwohl Rd New Suffolk, Southold NY 11956 independent Residential Energy Assessment M _ 04 Professional's Ilk , Prepared By: Peter Altenreither IREAP 248 Smithtown Blvd#5, Ste 123 Nesconset, NY 11788 631-384-8498 Thursday,April 17,2025 Rhvac is an ACCA approved Manual J, D and S computer program. - Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. f r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: iREAP,LLC; -• Castano Residence. ',Hau au e,NY 11788 ® Ra a 2'. Pr ect Re ort General Project Information Project Title: Castano Residence Designed By: Peter Altenreither Project Date: Thursday,April 17,2025 Project Comment: As per plans&REScheck report provided by g3 PLANNING GROUP Client Name: Jose Castano Client Address: 1700 Grathwohl Rd Client City: New Suffolk, Southold NY 11956 Client Phone: 631-965-9655 Client E-Mail Address: JEANNEM1724@Netscape.net Company Name: IREAP Company Representative: Peter Altenreither Company Address: 248 Smithtown Blvd#5, Ste 123 Company City: Nesconset, NY 11788 Company Phone: 631-384-8498 Company E-Mail Address: Peter.iREAP@gmail.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 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: 1,110 CFM Per Square ft.: 0.429 Square ft. of Room Area: 2,586 Square ft. Per Ton: 889 Volume(ft3): 26,033 FB—uilding Loads Total Heating Required Including Ventilation Air: 42,889 Btuh 42.889 MBH Total Sensible Gain: 26,178 Btuh 89 % Total Latent Gain: 3,323 Btuh 11 % Total Cooling Required Including Ventilation Air: 29,501 Btuh 2.46 Tons(Based On Sensible+Latent) 2.91 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 2.50, 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:1...lmanj- 1700 G... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential 8,Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 Page 3 Miscellaneous Report System 1 1st 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: 0 ft./min 0 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: 0.250 AC/hr 0.130 AC/hr 109 CFM 56 CFM Infiltration Actual: 0.250 AC/hr 0.130 AC/hr Above Grade Volume: X 26,033 Cu.ft. X 26,033 Cu.ft. 6,510 Cu.ft./hr 3,386 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 109 CFM 56 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: 0.280 AC/hr(61 CFM), Construction: Summer Infiltration Specified: 0.150 AC/hr(33 CFM), Construction: ---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: 0.220 AC/hr(48 CFM), Construction: Summer Infiltration Specified: 0.110 AC/hr(24 CFM), Construction: Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MMDD 1 Supply Closed Crawl A - 0.09 8 352 No 1 Return Closed Crawl A - 0.15 8 130 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 0.09 8 347 No 1 Return Attic 16B 0.15 8 193 No C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP, LLC Castano Residence Hauppauge,NY 11788 Page 4 Load Preview Report Net Rec RZ I Sen Lat Net Sent M� MinCIgI Htg Sys Sys Act Scope Ton Ton /fan Area Gain Gain Gain Loss H 9 CFMI CFM CFM CFM CFM Building 246 291 889 2,586 26,178 3,323 29,501 42,889 522 1,110 522 1,110 1,110 System 1 1.26 1.44 903 1,301 12,970 2,207 15,177 19,775 245 585 245 585 585 Supply Duct l.atrd 222 222 Retum Duct 128 318 446 928 Zone 1 1,301 12,842 1,667 14,509 18,847 245 585 245 585 585 1-Living&Dining Room 460 8,816 1,204 10,020 7,486 97 402 97 402 402 2-Foyer 46 152 53 205 1,059 14 7 14 7 7 3-Povyder Room 37 45 28 73 495 6 2 6 2 2 4-Pantry 28 47 33 80 542 7 2 7 2 2 5-Stairs 1stF1 67 505 33 538 1,251 16 23 16 23 23 6-IGtchen 204 662 50 712 1,434 19 30 19 30 30 7-Bedroom 1 297 1,395 150 1,545 3,639 47 64 47 64 64 8-Laundry Room 81 443 38 481 1,051 14 20 14 20 20 9-1stFlBath 81 777 78 855 1,890 25 35 25 35 35 System 2 1.19 1.47 875 1,284 13,208 1,116 14,324 23,114 277 525 277 525 525 Supply Duct Latent 157 157 Retrim Duct 1,683 472 2,155 1,859 Zone 1 1,284 11,525 487 12,012 21,255 277 525 277 525 525 10-Master Bedroom 298 3,145 119 3,264 6,490 84 143 84 143 143 11-Master Bath 85 489 36 525 1,089 14 22 14 22 22 12-WIC 70 175 0 175 174 2 8 2 8 8 13-Office 191 2,368 88 2,456 3,315 43 108 43 108 108 14-Bedroom 3 272 2,877 107 2,984 5,436 71 131 71 131 131 15-BR#3Bath 72 826 40 866 1,522 20 38 20 38 38 16-BR#3 WIC 50 125 0 125 125 2 6 2 6 6 17-Stars 2nd FI 67 641 24 665 923 12 29 12 29 29 18-2nd FI Phd Room 71 583 59 642 1,609 21 27 21 27 27 19-2nd FI HalMey 108 294 14 308 571 7 13 7 13 13 C:\...\manj- 1700 G ... esidence.rh9 Thursday, April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP, LLC Castano Residence Hauppauge,NY 11788 Pa e 5 Duct Size Preview Room or � Mirrmum Mabmum Rough. Design SP Duct Duct Agi Act Duct Reg Duct Name Vebcty Vebclyj actor U1W Lossl Vbbckyl low I Flay I Sias SUB System 1 Supply Runouts Zone 1 1-Living&Dining Room Built-In 0 750 0.01 0.1 375.8 97 402 402 4-7 2-Foyer Built-In 0 750 0.01 0.1 79.5 14 ft.7 7 1-4 3-Pander Room Built-In 0 750 0.01 0.1 23A 6 M 2 2 1-4 4-Pantry Built-In 0 750 0.01 0.1 24.5 7 W 2 2 1-4 5-Stairs 1stFl Built-In 0 750 0.01 0.1 263.5 16j 3 23 1-4 6-16tchen Built-In 0 750 0.01 0.1 345.9 19 30 1-4 7-Bedroom 1 Built-In 0 750 0.01 0.1 323.8 47-' 64 1-6 8-Laundry Room Built-In 0 750 0.01 0.1 231.4 14- 20 1-4 9-1stFIBath Built-In 0 750 0.01 0.1 405.5 25 35 1-4 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 7202 245 585 9x13 System 2 Supply Runouts Zone 1 10-Master Bedroom Built-in 0 750 0.01 0.1 364.9 84 143 143 2-6 11-Master Bath Built-In 0 750 0.01 0.1 2552 14 22 22 1-4 12-WIC Built-In 0 750 0.01 0.1 91.3 2 8 8 1-4 13-Office Built-In 0 750 0.01 0.1 403.8 43 108 108 1-7 14-Bedroorn 3 Built-In 0 750 0.01 0.1 333.8 71 131 131 2-6 15-BR#3 Bath Built-In 0 750 0.01 0.1 276.1 20 38 38 1-5 16-BR#3WIC Built-In 0 750 0.01 0.1 65.4 2 6 6 1-4 17-Stairs 2nd FI Built-in 0 750 0.01 0.1 334.9 12 29 29 1-4 18-2nd FI PvA Room Built-In 0 750 0.01 0.1 304.5 21 27 27 1-4 19-2nd FI HallHey Built-In 0 750 0.01 0.1 153.5 7 13 13 1--4 Other Ducts in System 2 Supply Main Trunk Built-In 0 900 0.003 0.1 7W2 277 525 525 9x12 Summary System 1 Heating Flaw 245 Cooling Flow. 585 System 2 Heating Flow. 277 Cooling Flaw. 525 C:\...\manj- 1700 G ... esidence.rh9 Thursday, April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. !REAP,LLC ■ Castano Residence Hauppauge,NY 11788 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U .28, SHGC .25: Glazing-Wood frame, U28 SHGC25, U- 761.1 12,788 0 11,956 11,956 value 0.28, SHGC 0.25 Solid: Door-Solid wood oak, U-value 0.16 45.3 435 0 138 138 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 2263.8 7,065 0 670 670 cavity, R-5 board insulation, siding finish,wood studs, U-value 0.052 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 1284.3 2,464 0 2,588 2,588 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation, U- value 0.032 19A-30p: Floor-Over enclosed crawl space, No insulation 1234.8 2,114 0 282 282 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 19A-Otp: Floor-Over enclosed crawl space, No insulation 66.7 479 0 64 64 on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl, U-value 0.368 20P-30: Floor-Over open crawl space or garage, Passive, 224 470 0 24 24 R-30 blanket insulation, any cover, U-value 0.035 Subtotals for structure: 25,815 0 15,722 15,722 People: 5 1,000 1,150 2,150 Equipment: 0 3,400 3,400 Lighting: 0 0 0 Ductwork: 9,931 1,169 4,599 5,768 Infiltration: Winter CFM: 109, Summer CFM: 56 7,143 1,154 494 1,648 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 813 813 Total Building Load Totals: 42,889 3,323 26,178 29,501 Check Figures Total Building Supply CFM: 1,110 CFM Per Square ft.: 0.429 Square ft. of Room Area: 2,586 Square ft. Per Ton: 889 Volume (ft'): 26,033 Building Loads Total Heating Required Including Ventilation Air: 42,889 Btuh 42.889 MBH Total Sensible Gain: 26,178 Btuh 89 % Total Latent Gain: 3,323 Btuh 11 % Total Cooling Required Including Ventilation Air: 29,501 Btuh 2.46 Tons (Based On Sensible+ Latent) 2.91 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 2.50, 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:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP, LLC ■ Castano Residence Hauppauge, NY 11788 Page 7 Building Pie Chart Floor 7% Roof 6% Infiltration 17% Wall 16% Building Loss 42,889 Btuh Ductwork 23% Door 1% Glass 30% Floor 1% ED Excursion 3% Roof 9% Infiltration 6% Wall 2% Ductwork 20% Building Gain 29,501 Btuh Glass 41 Equipment 12% People 7% Door 0% C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 Page 8 Tystem 1 1 st Floor Summaty Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U .28, SHGC .25: Glazing-Wood frame, U28 SHGC25, U- 362 6,083 0 5,825 5,825 value 0.28, SHGC 0.25 Solid: Door-Solid wood oak, U-value 0.16 45.3 435 0 138 138 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 1124.8 3,510 0 333 333 cavity, R-5 board insulation, siding finish, wood studs, U-value 0.052 19A-30p: Floor-Over enclosed crawl space, No insulation 1234.8 2,114 0 282 282 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 19A-Otp: Floor-Over enclosed crawl space, No insulation 66.7 479 0 64 64 on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl, U-value 0.368 Subtotals for structure: 12,621 0 6,642 6,642 People: 5 1,000 1,150 2,150 Equipment: 0 3,400 3,400 Lighting: 0 0 0 Ductwork: 3,146 540 680 1,220 Infiltration: Winter CFM: 61, Summer CFM: 33 4,008 667 285 952 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 _AED Excursion: 0 0 813 813 System 1 1st Floor Load Totals: 19,775 2,207 12,970 15,177 Check Figures Supply CFM: 585 CFM Per Square ft.: 0.450 Square ft. of Room Area: 1,301 Square ft. Per Ton: 903 Volume(ft3): 13,048 System Loads Total Heating Required Including Ventilation Air: 19,775 Btuh 19.775 MBH Total Sensible Gain: 12,970 Btuh 85 % Total Latent Gain: 2,207 Btuh 15 % Total Cooling Required Including Ventilation Air: 15,177 Btuh 1.26 Tons (Based On Sensible+Latent) 1.44 Tons(Based On 75% Sensible Capacity) -7771 Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, 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:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10.-03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 Page 9 System 2 2nd Floor Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U .28, SHGC .25: Glazing-Wood frame, U28 SHGC25, U- 399.1 6,705 0 6,131 6,131 value 0.28, SHGC 0.25 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 1139 3,555 0 337 337 cavity, R-5 board insulation, siding finish, wood studs, U-value 0.052 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 1284.3 2,464 0 2,588 2,588 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation, U- value 0.032 20P-30: Floor-Over open crawl space or garage, Passive, 224 470 0 24 24 R-30 blanket insulation, any cover, U-value 0.035 Subtotals for structure: 13,194 0 9,080 9,080 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,785 629 3,919 4,548 Infiltration: Winter CFM: 48, Summer CFM: 24 3,135 487 209 696 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 2nd Floor Load Totals: 23,114 1,116 13,208 14,324 Check Figures Supply CFM: 525 CFM Per Square ft.: 0.409 Square ft. of Room Area: 1,284 Square ft. Per Ton: 875 Volume(ft'): 12,985 System Loads Total Heating Required Including Ventilation Air: 23,114 Btuh 23.114 MBH Total Sensible Gain: 13,208 Btuh 92 % Total Latent Gain: 1,116 Btuh 8 % Total Cooling Required Including Ventilation Air: 14,324 Btuh 1.19 Tons(Based On Sensible+ Latent) 1.47 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 2.50, 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:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 10 Manual S Performance Data - System 1 - 1st Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 12.970 Outdoor Wet Bulb: 71 Latent Gain: 2.207 Indoor Dry Bulb: 75 Total Gain: 15.177 Indoor RH: 50 Load SHR: 0.85 Supply Airflow: 594 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.6 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 19.775 Indoor Dry Bulb: 70 Entering Dry Bulb: 66.6 Indoor RH: 30 Supply Airflow: 245 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA14AZ30AJ1, Indoor Model: RCFZ3617STAN Nominal Capacity: 28.600, Manufacturer: Rheem Interpolation Results: Percent Load of Load Sensible Capacity: 20.800 12.970 160% Latent Capacity: 7.800 2.207 353% Total Capacity: 28.600 15.177 188% Heating: Model Type: Natural Gas Hot Water Space Heater, Model: , Nominal Capacity: 60.000, Manufacturer: Navien Results: Percent Load of Load Heating Capacity: 60.000 19.775 303% C:\...\manj- 1700 G ... esidence.rh9 Thursday, April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP, LLC Castano Residence Hauppauge,NY 11788 0 Page 11 Manual S Performance Data - System 2 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 13.208 Outdoor Wet Bulb: 71 Latent Gain: 1.116 Indoor Dry Bulb: 75 Total Gain: 14.324 Indoor RH: 50 Load SHR: 0.92 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 23.114 Indoor Dry Bulb: 70 Entering Dry Bulb: 63.9 Indoor RH: 30 Supply Airflow: 277 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA14AZ30AJ1, Indoor Model: RCFZ3617STAN Nominal Capacity: 28.600, Manufacturer: Rheem Interpolation Results: Percent Load of Load Sensible Capacity: 20.800 13.208 157% Latent Capacity: 7.800 1.116 699% Total Capacity: 28.600 14.324 200% Heating: Model Type: Natural Gas Hot Water Space Heater, Model: , Nominal Capacity: 60.000, Manufacturer: Navien Results: Percent Load of Load Heating Capacity: 60.000 23.114 260% C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 12 [—System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U .28, SHGC .25: Glazing-Wood frame, U28 SHGC25, U- 362 6,083 0 5,825 5,825 value 0.28, SHGC 0.25 Solid: Door-Solid wood oak, U-value 0.16 45.3 435 0 138 138 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 1124.8 3,510 0 333 333 cavity, R-5 board insulation, siding finish, wood studs, U-value 0.052 19A-30p: Floor-Over enclosed crawl space, No insulation 1234.8 2,114 0 282 282 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 19A-Otp: Floor-Over enclosed crawl space, No insulation 66.7 479 0 64 64 on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl, U-value 0.368 Subtotals for structure: 12,621 0 6,642 6,642 People: 5 1,000 1,150 2,150 Equipment: 0 3,400 3,400 Lighting: 0 0 0 Ductwork: 2,218 0 552 552 Infiltration: Winter CFM: 61, Summer CFM: 33 4,008 667 285 952 System 1, Zone 1 Load Totals: 18,847 11667 12,842 14,509 Check Figures Supply CFM: 585 CFM Per Square ft.: 0.450 Square ft. of Room Area: 1,301 Square ft. Per Ton: 970 Volume (ft3): 13,048 Zone Loads Total Heating Required: 18,847 Btuh 18.847 MBH Total Sensible Gain: 12,842 Btuh 89 % Total Latent Gain: 1,667 Btuh 11 % Total Cooling Required: 14,509 Btuh 1.21 Tons (Based On Sensible+Latent) 1.34 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 2.50, 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:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 13 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U .28, SHGC .25: Glazing-Wood frame, U28 SHGC25, U- 399.1 6,705 0 6,131 6,131 value 0.28, SHGC 0.25 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 1139 3,555 0 337 337 cavity, R-5 board insulation, siding finish, wood studs, U-value 0.052 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 1284.3 2,464 0 2,588 2,588 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation, U- value 0.032 20P-30: Floor-Over open crawl space or garage, Passive, 224 470 0 24 24 R-30 blanket insulation, any cover,_U-value 0.035 Subtotals for structure: 13,194 0 9,080 9,080 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,926 0 2,236 2,236 Infiltration:Winter CFM:48, Summer CFM: 24 3,135 487 209 696 System 2, Zone 1 Load Totals: 21,255 487 11,525 12,012 Check Figures Supply CFM: 525 CFM Per Square ft.: 0.409 Square ft. of Room Area: 1,284 Square ft. Per Ton: 1,146 Volume(ft3): 12,985 Zone Loads Total Heating Required: 21,255 Btuh 21.255 MBH Total Sensible Gain: 11,525 Btuh 96 % Total Latent Gain: 487 Btuh 4 % Total Cooling Required: 12,012 Btuh 1.00 Tons (Based On Sensible+ Latent) 1.12 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 2.50, 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. CA...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 Page 14 System 1, Zone 1 Pie Chart Floor 14% Infiltration 21% l System ' 1, Zone Wall 19%� 1 Loss Ductwork 12% 18,847 Btuh Door 2% Glass 32% Floor 2% Wall 2% ED Excursion 6% Infiltration 7% - Ductwork 4% System 1, Zone 1 Glass 40% Gain Equipment 23% 14,509 Btuh Door 1% People 15% C:\...\manj- 1700 G ... esidence.rh9 Thursday, April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 Pa a 15 System 2, Zone 1 Pie Chart Floor 2% Roof 12% Infiltration 15% System Wall17% / 2, Zone 1 Ductwork 23% Loss 21,255 Btuh Glass 32% Floor 0% Infiltration 6% Roof 22% Ductwork 19% System 2, Zone Wall 3% 1 Gain 12,012 Btuh Glass 51% C:\ ...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 Page 16 § stem 1, Zone 1 Bar Graph 8,000 6,000 System 1, Zone 4,000 1 Loss 18,847 Btuh 2,000 0 Floor 14% Glass 32% Ductwork 12% Wall 19% Door 2% Infiltration 21% 6,000 5,000 4,000 System 1, Zone 3,000 1 Gain 14,509 2,000 Btuh 1,000 0 Floor 2% Glass 40% People 15% Ductwork 4% AED Excursion 6% Wall 2% Door 1% Equipment 23% Infiltration 7% C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC ■ Castano Residence Hauppauge,NY 11788 Page 17 System 2, Zone 1 Bar Graph 8,000 6,000 System 2, Zone 4,000 1 Loss 21 ,255 Btuh 2,000 0 Floor 2% Wall 17% Ductwork 23% Roof 12% Glass 32% Infiltration 15% 8,000 6,000 System 2, Zone 4,000 1 Gain 12,012 Btuh 2,000 0 Floor 0% Wall 3% Ductwork 19% Roof 22% Glass 51% Infiltration 6% C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP, LLC Castano Residence Hauppauge,NY 11788 0 Page 18 Detailed Room Loads - Room 1 - Living & Dining Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.6 ft. System Number: 1 Room Width: 19.5 ft. Zone Number: 1 Area: 460.2 sq.ft. Supply Air: 402 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 4,602 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 100 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 376 ft./min. Percent of Supply: 0 % Runout Air Velocity: 376 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.074 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-1 2E-5sw 19.5 X 10 43 0.052 3.1 134 0.3 0 13 W-Wall-12E-5sw 23.6 X 10 158.8 0.052 3.1 496 0.3 0 47 E-Wall-12E-5sw 2.4 X 10 24 0.052 3.1 75 0.3 0 7 S-Wall-12E-5sw 1.2 X 10 12.5 0.052 3.1 39 0.3 0 4 N-GIs-U .28, SHGC .25 shgc-0.25 128 0.280 16.8 2,150 7.1 0 904 100%S (2) N-GIs-U .28, SHGC .25 shgc-0.25 24 0.280 16.8 404 7.0 0 168 100%S (4) W-GIs-U .28, SHGC .25 shgc-0.25 29.2 0.280 16.8 490 25.9 0 754 0%S(2) W-GIs-U .28, SHGC .25 shgc-0.25 48 0.280 16.8 806 25.8 0 1,240 0%S Floor-19A-30p 19.5 X 23.6 460.2 0.034 1.7 788 0.2 0 105 Subtotals for Structure: 5,382 0 3,242 Infil.: Win.: 18.6, Sum.: 10.0 468 2.616 1,223 0.186 204 87 Ductwork: 881 379 AED Excursion: 558 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Etc uipment: 0 3,400 Room Totals: 7,486 1,204 8,816 Equipment Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Used Load Load Item Name Btuh Btuh Output /Hour Btuh Btuh Whole House Scenario Option 2, Two refrigerators or one 3400 0 100 100 3400 0 refrigerator and one freezer, dishwasher, range with vented hood, clothes washer and vented clothes dryer, electronic equipment and lighting allowance. Note: 2000 Btuh for the room or rooms equipped with a refrigerator, 500 Btuh for the utility room, 900 Btuh allowance for a TV or computer and a few lighting fixtures. Total 3400 0 C:\...\manj- 1700 G ... esidence.rh9 Thursday, April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP, LLC Castano Residence Hauppauge,NY 11788 E Page 19 Detailed Room Loads - Room 2 - Foyer (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.8 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 46.4 sq.ft. Supply Air: 7 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 464 cu.ft. Req.Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 7 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 79 ft./min. Percent of Supply: 0 % Runout Air Velocity: 79 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.008 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12E-5sw 8 X 8 40 0.052 3.1 125 0.3 0 12 E-Wall-1 2 E-5sw 5.8 X 10 58 0.052 3.1 181 0.3 0 17 N-Door-Solid 3 X 8 24 0.160 9.6 230 3.0 0 73 Floor-19A-30p 8 X 5.8 46.4 0.034 1.7 79 0.2 0 11 Subtotals for Structure: 615 0 113 Infil.: Win.: 4.8, Sum.: 2.6 122 2.615 319 0.189 53 23 Ductwork: 125 7 AED Excursion: 10 Room Totals: 1,059 53 152 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge, ■NY 11788 Page 20 Detailed Room Loads - Room 3 - Powder Room (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.5 ft. System Number: 1 Room Width: 5.8 ft. Zone Number: 1 Area: 37.4 sq.ft. Supply Air: 2 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 374 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 2 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 23 ft./min. Percent of Supply: 0 % Runout Air Velocity: 23 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.001 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12E-5sw 6.5 X 10 65 0.052 3.1 203 0.3 0 19 Floor-1 9A-30p 5.8 X 6.5 37.4 0.034 1.7 64 0.2 0 9 Subtotals for Structure: 267 0 28 Infil.: Win.: 2.6, Sum.: 1.4 65 2.615 170 0.185 28 12 Ductwork: 58 2 AED Excursion: 3 Room Totals: 495 28 45 C:\...\manj- 1700 G ... esidence.rh9 Thursday, April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 21 Detailed Room Loads - Room 4 - Pant (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.5 ft. System Number: 1 Room Width: 3.8 ft. Zone Number: 1 Area: 28.1 sq.ft. Supply Air: 2 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 281 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 2 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 25 ft./min. Percent of Supply: 0 % Runout Air Velocity: 25 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.001 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12E-5sw 7.5 X 10 75 0.052 3.1 234 0.3 0 22 Floor-1 9A-30p 3.8 X 7.5 28.1 0.034 1.7 48 0.2 0 6 Subtotals for Structure: 282 0 28 Infil.: Win.: 3.0, Sum.: 1.6 75 2.613 196 0.187 33 14 Ductwork: 64 2 AED Excursion: 3 Room Totals: 542 33 47 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP, LLC Castano Residence Hauppauge, .NY 11788 Page 22 Detailed Room Loads - Room 5 - Stairs 1st FI (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.3 ft. System Number: 1 Room Width: 9.2 ft. Zone Number: 1 Area: 66.7 sq.ft. Supply Air: 23 CFM Ceiling Height: 10.5 ft. Supply Air Changes: 2.0 AC/hr Volume: 700 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 23 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 263 ft./min. Percent of Supply: 0 % Runout Air Velocity: 263 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.080 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat S Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12E-5sw 7.2 X 10.5 62.4 0.052 3.1 195 0.3 0 18 E-GIs-U .28, SHGC .25 shgc-0.25 13.8 0.280 16.8 231 25.8 0 355 0%S Floor-1 9A-Otp 9.2 X 7.2 66.7 0.368 7.2 479 1.0 0 64 Subtotals for Structure: 905 0 437 Infil.: Win.: 3.0, Sum.: 1.6 76 2.614 199 0.184 33 14 Ductwork: 147 22 AED Excursion_: 32 Room Totals: 1,251 33 505 C:\ ...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 E Page 23 Detailed Room Loads - Room 6 - Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.4 ft. System Number: 1 Room Width: 17.9 ft. Zone Number: 1 Area: 204.1 sq.ft. Supply Air: 30 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 2,041 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 30 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 346 ft./min. Percent of Supply: 0 % Runout Air Velocity: 346 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.137 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-12E-5sw 11.4 X 10 94.8 0.052 3.1 296 0.3 0 28 W-GIs-U .28, SHGC .25 shgc-0.25 19.2 0.280 16.8 322 25.9 0 496 0%S (2) Floor-19A-30p 17.9 X 11.4 204.1 0.034 1.7 349 0.2 0 47 Subtotals for Structure: 967 0 571 Infil.: Win.: 4.5, Sum.: 2.4 114 2.614 298 0.184 50 21 Ductwork: 169 28 AED Excursion: 42 Room Totals: 1,434 50 662 C:\...\manj- 1700 G ... esidence.rh9 Thursday, April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge, ■NY 11788 Page 24 Detailed Room Loads - Room 7 - Bedroom 1 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.6 ft. System Number: 1 Room Width: 17.9 ft. Zone Number: 1 Area: 297.1 sq.ft. Supply Air: 64 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 2,971 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 64 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 324 ft./min. Percent of Supply: 0 % Runout Air Velocity: 324 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.068 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-1 2E-5sw 16.6 X 10 138.5 0.052 3.1 432 0.3 0 41 S-Wall-12E-5sw 17.9 X 10 153.7 0.052 3.1 479 0.3 0 46 W-GIs-U .28, SHGC .25 shgc-0.25 27.5 0.280 16.8 462 25.8 0 710 0%S (2) S-GIs-U .28, SHGC .25 shgc-0.25 25.3 0.280 16.8 426 12.6 0 318 0%S (2) Floor-19A-30p 17.9 X 16.6 297.1 0.034 1.7 509 0.2 0 68 Subtotals for Structure: 2,308 0 1,183 Infil.: Win.: 13.7, Sum.: 7.3 345 2.617 903 0.186 150 64 Ductwork: 428 60 AED Excursion: 88 Room Totals: 3,639 150 1,395 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge, M NY 11788 Page 25 Detailed Room Loads - Room 8 - Laundry Room (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.8 ft. System Number: 1 Room Width: 9.2 ft. Zone Number: 1 Area: 80.5 sq.ft. Supply Air: 20 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 805 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 20 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 231 ft./min. Percent of Supply: 0 % Runout Air Velocity: 231 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.062 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12E-5sw 8.8 X 10 55.3 0.052 3.1 172 0.3 0 16 E-Door-Solid 2.7 X 8 21.3 0.160 9.6 205 3.0 0 65 E-GIs-U .28, SHGC .25 shgc-0.25 10.9 0.280 16.8 183 25.8 0 281 0%S Floor-19A-30p 9.2 X 8.8 80.5 0.034 1.7 138 0.2 0 18 Subtotals for Structure: 698 0 380 Infil.: Win.: 3.5, Sum.: 1.9 88 2.617 229 0.183 38 16 Ductwork: 124 19 AED Excursion: 28 Room Totals: 1,051 38 443 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 26 Detailed Room Loads - Room 9 - 1st FI Bath (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.8 ft. System Number: 1 Room Width: 9.2 ft. Zone Number: 1 Area: 81.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 810 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 35 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 405 ft./min. Percent of Supply: 0 % Runout Air Velocity: 405 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.187 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-12E-5sw 9.2 X 10 66.7 0.052 3.1 208 0.3 0 20 E-Wall-12E-5sw 8.8 X 10 77.1 0.052 3.1 241 0.3 0 23 S-GIs-U .28, SHGC .25 shgc-0.25 25.3 0.280 16.8 426 12.6 0 318 0%S (2) E-GIs-U .28, SHGC .25 shgc-0.25 10.9 0.280 16.8 183 25.8 0 281 0%S Floor-19A-30p 9.2 X 8.8 81 0.034 1.7 139 0.2 0 18 Subtotals for Structure: 1,197 0 660 Infil.: Win.: 7.2, Sum.: 3.8 180 2.617 471 0.189 78 34 Ductwork: 222 33 AED Excursion: 49 Room Totals: 1,890 78 777 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP, LLC Castano Residence Hauppauge, ®NY 11788 Page 27 Detailed Room Loads - Room 10 - Master Bedroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.3 ft. System Number: 2 Room Width: 19.5 ft. Zone Number: 1 Area: 298.4 sq.ft. Supply Air: 143 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,984 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 72 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 365 ft./min. Percent of Supply: 0 % Runout Air Velocity: 365 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.086 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12E-5sw 19.5 X 10 43 0.052 3.1 134 0.3 0 13 W-Wall-12E-5sw 15.5 X 10 125.8 0.052 3.1 393 0.3 0 37 E-Wall-12E-5sw 2.5 X 10 25 0.052 3.1 78 0.3 0 7 N-GIs-U .28, SHGC .25 shgc-0.25 128 0.280 16.8 2,150 7.1 0 904 100%S (2) W-GIs-U .28, SHGC .25 shgc-0.25 29.2 0.280 16.8 490 25.9 0 754 0%S (2) N-GIs-U .28, SHGC .25 shgc-0.25 24 0.280 16.8 404 7.0 0 168 100%S (4) UP-Ceil-16A-30 15.3 X 19.5 298.4 0.032 1.9 573 2.0 0 601 Subtotals for Structure: 4,222 0 21484 Infil.: Win.: 11.6, Sum.: 5.8 375 2.037 764 0.136 119 51 Ductwork: 1,504 610 Room Totals: 6,490 119 3,145 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 28 Detailed Room Loads - Room 11 - Master Bath (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 2 Room Width: 8.5 ft. Zone Number: 1 Area: 85.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 850 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 22 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 255 ft./min. Percent of Supply: 0 % Runout Air Velocity: 255 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.075 in.wg./l00 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-12E-5sw 10 X 10 93.2 0.052 3.1 291 0.3 0 28 S-Wall-12E-5sw 1.2 X 10 12.5 0.052 3.1 39 0.3 0 4 W-GIs-U .28, SHGC .25 shgc-0.25 6.8 0.280 16.8 115 25.8 0 176 0%S UP-Ceil-16A-30 10 X 8.5 85 0.032 1.9 163 2.0 0 171 Subtotals for Structure: 608 0 379 Infil.: Win.: 3.5, Sum.: 1.7 113 2.036 229 0.133 36 15 Ductwork: 252 95 Room Totals: 1,089 36 489 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Pa a 29 Detailed Room Loads - Room 12 - WIC (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 2 Room Width: 7.0 ft. Zone Number: 1 Area: 70.0 sq.ft. Supply Air: 8 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 700 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 8 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 91 ft./min. Percent of Supply: 0 % Runout Air Velocity: 91 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.011 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-16A-30 10 X 7 70 0.032 1.9 134 2.0 0 141 Subtotals for Structure: 134 0 141 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 40 34 Room Totals: 174 0 175 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 30 Detailed Room Loads - Room 13 - Office (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 2 Room Width: 13.7 ft. Zone Number: 1 Area: 191.4 sq.ft. Supply Air: 108 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 1,914 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 108 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 404 ft./min. Percent of Supply: 0 % Runout Air Velocity: 404 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.085 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-12E-5sw 13.7 X 10 81.7 0.052 3.1 255 0.3 0 24 S-Wall-12E-5sw 14 X 10 140 0.052 3.1 437 0.3 0 41 W-GIs-U .28, SHGC .25 shgc-0.25 55 0.280 16.8 924 25.8 0 1,420 0%S (4) UP-Ceil-16A-30 14 X 13.7 191.4 0.032 1.9 367 2.0 0 386 Subtotals for Structure: 1,983 0 1,871 Infil.: Win.: 8.6, Sum.: 4.3 277 2.038 564 0.137 88 38 Ductwork: 768 459 Room Totals: 3,315 88 2,368 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 31 Detailed Room Loads - Room 14 - Bedroom 3 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 2 Room Width: 17.0 ft. Zone Number: 1 Area: 272.0 sq.ft. Supply Air: 131 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,720 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 66 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 334 ft./min. Percent of Supply: 0 % Runout Air Velocity: 334 ft./min. Actual Winter Infil.: 10 CFM Actual Loss.- 0.072 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-12E-5sw 7.8 X 10 50.5 0.052 3.1 158 0.3 0 15 NE-Wall-12E-5sw 14 X 10 76 0.052 3.1 237 0.3 0 23 SE-Wall-12E-5sw 12 X 10 106.2 0.052 3.1 332 0.3 0 31 N-GIs-U .28, SHGC .25 shgc-0.25 27.5 0.280 16.8 462 7.1 0 194 100%S (2) NE-GIs-U .28, SHGC .25 shgc-0.25 64 0.280 16.8 1,075 17.8 0 1,136 0%S SE-GIs-U .28, SHGC .25 shgc-0.25 13.8 0.280 16.8 231 22.0 0 302 0%S UP-Ceil-16A-30 16 X 17 272 0.032 1.9 522 2.0 0 548 Floor-20P-30 14 X 16 224 0.035 2.1 470 0.1 0 24 Subtotals for Structure: 3,487 0 2,273 Infil.: Win.: 10.5, Sum.: 5.2 338 2.038 689 0.136 107 46 Ductwork: 1,260 558 Room Totals: 5,436 107 2,877 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 32 Detailed Room Loads - Room 15 - BR # 3 Bath (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.7 ft. System Number: 2 Room Width: 9.4 ft. Zone Number: 1 Area: 72.0 sq.ft. Supply Air: 38 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 720 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 38 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 276 ft./min. Percent of Supply: 0 % Runout Air Velocity: 276 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.064 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-12E-5sw 7.7 X 10 63.2 0.052 3.1 197 0.3 0 19 S-Wall-12E-5sw 5 X 10 36.2 0.052 3.1 113 0.3 0 11 SE-GIs-U .28, SHGC .25 shgc-0.25 13.8 0.280 16.8 231 22.0 0 302 0%S S-GIs-U .28, SHGC .25 shgc-0.25 13.8 0.280 16.8 231 12.5 0 172 0%S UP-Ceil-16A-30 7.7 X 9.4 72 0.032 1.9 138 2.0 0 145 Subtotals for Structure: 910 0 649 Infil.: Win.: 3.9, Sum.: 2.0 127 2.039 259 0.134 40 17 Ductwork: 353 160 Room Totals: 1,522 40 826 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge, ©NY 11788 Page 33 Detailed Room Loads - Room 16 - BR #3 WIC (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.5 ft. System Number: 2 Room Width: 6.7 ft. Zone Number: 1 Area: 50.0 sq.ft. Supply Air: 6 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 500 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 6 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 65 ft./min. Percent of Supply: 0 % Runout Air Velocity: 65 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.006 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-16A-30 7.5 X 6.7 50 0.032 1.9 96 2.0 0 101 Subtotals for Structure: 96 0 101 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 29 24 Room Totals: 125 0 125 C:\ ...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 0 Page 34 Detailed Room Loads - Room 17 - Stairs 2nd FI (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.3 ft. System Number: 2 Room Width: 9.2 ft. Zone Number: 1 Area: 66.7 sq.ft. Supply Air: 29 CFM Ceiling Height: 10.5 ft. Supply Air Changes: 2.5 AC/hr Volume: 700 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 29 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 335 ft./min. Percent of Supply: 0 % Runout Air Velocity: 335 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.128 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12E-5sw 7.2 X 10.5 62.4 0.052 3.1 195 0.3 0 18 E-GIs-U .28, SHGC .25 shgc-0.25 13.8 0.280 16.8 231 25.8 0 355 0%S UP-Ceil-16A-30 7.2 X 9.2 66.7 0.032 1.9 128 2.0 0 134 Subtotals for Structure: 554 0 507 Infil.: Win.: 2.4, Sum.: 1.2 76 2.036 155 0.131 24 10 Ductwork: 214 124 Room Totals: 923 24 641 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge,NY 11788 Page 35 Detailed Room Loads - Room 18 - 2nd FI Pwd Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.3 ft. System Number: 2 Room Width: 13.5 ft. Zone Number: 1 Area: 70.9 sq.ft. Supply Air: 27 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 709 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 27 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 304 ft./min. Percent of Supply: 0 % Runout Air Velocity: 304 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.107 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12E-5sw 5.3 X 10 43.2 0.052 3.1 135 0.3 0 13 S-Wall-12E-5sw 13.5 X 10 135 0.052 3.1 421 0.3 0 40 E-GIs-U .28, SHGC .25 shgc-0.25 9.6 0.280 16.8 161 25.9 0 248 0%S UP-Ceil-16A-30 5.2 X 13.5 70.9 0.032 1.9 136 2.0 0 143 Subtotals for Structure: 853 0 444 Infil.: Win.: 5.8, Sum.: 2.9 188 2.039 383 0.138 59 26 Ductwork: 373 113 Room Totals: 1,609 59 583 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC Castano Residence Hauppauge, ■NY 11788 Page 36 Detailed Room Loads - Room 19 - 2nd FI Hallway (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 2 Room Width: 4.5 ft. Zone Number: 1 Area: 108.0 sq.ft. Supply Air: 13 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 1,188 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 13 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 154 ft./min. Percent of Supply: 0 % Runout Air Velocity: 154 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.028 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-12E-5sw 4.5 X 10 45 0.052 3.1 140 0.3 0 13 UP-Ceil-16A-30 24 X 4.5 108 0.032 1.9 207 2.0 0 218 Subtotals for Structure: 347 0 231 Infil.: Win.: 1.4, Sum.: 0.7 45 2.044 92 0.133 14 6 Ductwork: 132 57 Room Totals: 571 14 294 C:\...\manj- 1700 G ... esidence.rh9 Thursday,April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP,LLC ■ Castano Residence Hauppauge,NY 11788 Page 37 System 1 Room Load Summary Htg Min Run Run Clg Cig 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& Dining 460 7,486 97 4-7 376 8,816 1,204 402 402 Room 2 Foyer 46 1,059 14 1-4 79 152 53 7 7 3 Powder Room 37 495 6 1-4 23 45 28 2 2 4 Pantry 28 542 7 1-4 25 47 33 2 2 5 Stairs 1st FI 67 1,251 16 1-4 263 505 33 23 23 6 Kitchen 204 1,434 19 1-4 346 662 50 30 30 7 Bedroom 1 297 3,639 47 1-6 324 1,395 150 64 64 8 Laundry Room 81 1,051 14 1-4 231 443 38 20 20 9 1st FI Bath 81 1,890 25 1-4 405 777 78 35 35 Duct Latent 222 Return Duct 928 128 318 System 1 total 1,301 19,775 245 _ 12,970 2,207 585 585 System 1 Main Trunk Size: 9x13 in. Velocity: 720 ft./min Loss per 100 ft.: 0.108 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Tons Split Btuh Btuh Btuh Net Required: 1.26 85%/ 15% 12,970 2,207 15,177 Recommended: 1.44 75%/25% 12,970 4,323 17,293 Actual: 1,733.33 100%/0% 20,800,000 0 20,800,000 Equipment Data Heating System Cooling System Type: Natural Gas Hot Water Space Heater Standard Air Conditioner Model: RA14AZ30AJ 1 Indoor Model: RCFZ3617STAN Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 60,000 Btuh 28,600 Btuh Adjusted Capacity: n/a 28,600 Btuh Sensible Capacity: n/a 20,800,000 Btuh Adjusted Sensible Capacity: n/a 20,800 Btuh Latent Capacity: n/a 0 Btuh Adjusted Latent Capacity: n/a 7,800 Btuh C:\...\manj- 1700 G ... esidence.rh9 Thursday, April 17, 2025, 10:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. iREAP, LLC Castano Residence Hauppauge,NY 11788 Page 38 System 2 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--- 10 Master Bedroom 298 6,490 84 2-6 365 3,145 119 143 143 11 Master Bath 85 1,089 14 1-4 255 489 36 22 22 12 WIC 70 174 2 1-4 91 175 0 8 8 13 Office 191 3,315 43 1-7 404 2,368 88 108 108 14 Bedroom 3 272 5,436 71 2-6 334 2,877 107 131 131 15 BR#3 Bath 72 1,522 20 1-5 276 826 40 38 38 16 BR#3 WIC 50 125 2 1-4 65 125 0 6 6 17 Stairs 2nd FI 67 923 12 1-4 335 641 24 29 29 18 2nd FI Pwd Room 71 1,609 21 1-4 304 583 59 27 27 19 2nd A Hallway 108 571 7 1-4 154 294 14 13 13 Duct Latent 157 Return Duct 1,859 1,683 472 System 2 total 1,284 23,114 277 13,208 1,116 525 525 System 2 Main Trunk Size: 9xl2 in. Velocity: 700 ft./min Loss per 100 ft.: 0.107 in.wg [Cooling System Summary Cooling Sensible/Latent Sensible Latent T low Tons Split Btuh Btuh B Net Required: 1.19 92%/8% 13,208 1,116 14,324 Recommended: 1.47 75%/25% 13,208 4,403 17,611 Actual: 2.38 28,600 Equipment Data Heating System Cooling System Type: Natural Gas Hot Water Space Heater Standard Air Conditioner Model: RA14AZ30AJ 1 Indoor Model: RCFZ3617STAN Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 60,000 Btuh 28,600 Btuh Adjusted Capacity: n/a 28,600 Btuh Sensible Capacity: n/a 0 Btuh Adjusted Sensible Capacity: n/a 20,800 Btuh Latent Capacity: n/a 0 Btuh Adjusted Latent Capacity: n/a 7,800 Btuh C:1...\manj- 1700 G ... esidence.rh9 Thursday, April 17, 2025, 10:03 PM FIELD INSPECTION REPORT DATE COMMENTS /D-.� oo�i c�a ,moo Ok-. p �m FOUNDATION (1ST) r ------------------------------- FOUNDATION (2ND) I`'�S�'� a — o J O ROUGH FRAMING& PLUMBING y 1 V44 OLD INSULATION PER N. STATE ENERGY C O[ V I CO Zoe FINAL �s � fjb• n ROLO;ac lip i c~I-w\-M 6 n 1 ADDITIONAL COMMENTS -�+- Pound loe- - OK — O O � �6 c m 1 -- -p4x`oc rcn.P•�f� l l AG r c 28 v1 G q-Io-a5 SiCkQ 1 o z � x Oro LA y t o`os°fFo�KooG TOWN OF SOUTHOLD—BUILDING DEPARTMENT ti. x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone'(631,),765-1802..•',Fax;(631°),765-9502 https://wwwaouthol'd ownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 40 -& I. PERMIT NO. � � CL Building Ins ector: o t �1 Applications acid formsemust be filled out intheir'eniire't .I orri fete ai KEPT. pp Y p �U1 DIN ;applications will" of be accepted Where the Applicant is not th'e ownc-., rOW ��I) HOLq,_� ,,Owner's'Authorization form.(Page 2)shall be completed.° Ott) Date: ?.J ;L p a,( OWNER(S)OF,PROPERTY 000- SCM Name. T #1 _ ._� _ CAST _ -c�-. ..... _ Physical Address: Phone#: Email* �.3_h .�.S Eai S._._....___ _... __..__. .M. _ Mailing Address: CONTACT PERS,OIV:` -• Name: ,. —W Mailing Address: O .'r . -S-ETAVV-6T--- ._ ,_.._,.• 117.3 . _-- ------ _ Phone#: Emai1VIN �?..0.0_G •3_L(,.• �'�(a__ ...,.__...._______ . .___.._ . _-- -�. DESIGN,PROFESSIONAL"IN FORMATION �,, , Name: XAN - ,-6OIN.Z . LI^_Z_w._ Mailing Address: �► -'Q� 't - )� 012 -.R 4-----sC)4 0n1. .._1_.t-qG.k - - Phone.#.. ' '7-. I-1,3_Co . Email:��N_S.►JyPtF_Gr'A1QCR_e_A 4. fl1.Z�,CQJ�( CONTRACTORINFORMATIONtt w' Name , •:,- MailingAddress: I CJ_O: �jQATd 1n/i"�'_t('L IQQ, New 91)p JLK ld•_T�_ 1.1q�' r Phone#: 3 �. Email: :.DESCRIPTION OF,PROPOSED"CONSTRUCTION.21" s• New Structure ❑Addition [--]Alteration ❑Repair ❑Demolition -Estimated Cost of Project: ❑Other $ 1 `JfC>� 400 Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? ❑Yes No 1 s, f PROPERTY INFORMATION Existing use of property: intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes'KNo IF YES, PROVIDE A COPY. Check ft)(After Reading The owner/contractor/design professional is,'responsible for all drainage and storm water,issues as proGidetl by Chapter 236 of the 6W'n Code. APPLICATION IS=HEREBY MADE tothe Budtling Department forM1the:issuance of a Building Permit pur5uarit tot he'Building,Zone,; ,',Urdmance of the Town of Southold,Suffolk,County,New York and other applicable Laws;ordinances or Reguiatwns,for thexonstruction,of byildings, additions;alterations or for removal or demolition as herein described The applicant agrees to comply witK.all applicable laws,ordinances,building code; ,housing code and regulations and to adroit authorized ihspectoFs,ork pretqitgs and m`building(s)for necessary inspections False statements matle;herem are umshableas a Class°A misdemeanor_ ursuant to'section;210.45 of the New York State.Penal Law:, �.P P Application Submi`tte n n m�r t er N . _. >�? !_ �N Lin v / _. teauthorizd Agent ❑Owne .__....__ -- Signature of Applican Date: STATE OF NEW YORK) COUNTY OF 1!�U '✓Uo being'duly sworn; deposes"an`d says that(s)he'is the applicant (Name of.individual signing coil ract)above Rallied,, (S)he is the f Lem (C ractor,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 theb'e's't of his%her•knowiedge afr4'l elief;and that the work will be performed in the manner set forth:ih,the'ap4plication,file therewith:• Sworn before'me-this 3—dayof5��6er_____, 202_1_ 'Notary Public • _ J. � , .t v r .. . , : • .�ice,. e r. [My ANGELA MORRIS PROPERTYOWNER AUTHORIZATION'`` : Notary Public-state of N:rkNO.01M0640312(Where the applicant is not the owner) Qualified in Suffolk Co commission Expires Jan4 :residing'at"_.ts7D0 � n !'.O L .`New Siltwn k do he'reby.a6th6rizeAt4DeEw !LIA Am >S'6g1T`to°applyon my behalf to tbql Tow Southold Building Department for approval as described herein. Owner's Sig ature Date d'ojaAh4t a,r-J Print Owner's Name 2 J Glenn Goldsmith,President 04f Soars Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski 41 41 Southold,New York 11971 Liz Gillooly va G @ Telephone(631) 765-1892 Elizabeth Peeples •' �� Fax(631)765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 9, 2022 Andrew Dunleavy 557 Pond Path Setauket, NY 11733 RE: JOSE CASTANO 1700 GRATHWOHL ROAD, NEW:SUFFOLIK SCTM#: 1000-117-4-3 Dear Mr. Dunleavy: The Southold Town Board of Trustees reviewed your letter:received in this office on March 7, 2022 and the survey prepared by Nathan Taft'CdiWin, III Land Surveyor, last dated August 14, 2018 and the site plan received on March 7- 2022 and determined that the proposed residential renovation is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the.Town Code. Subject property is located across a public road from West Creek. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is;required Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Zbuthold.Town.Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town, Code. . It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area,which may result from your project. Such precautions may include maintaining adequate work.area 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY x1 Stony Brook,50 Circle Road.Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 WW u.doc.11y.gov LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT May 10, 2022 Jose Castano PO Box 703 Mt. Sinai, NY 11766 Re: Application #1-4738-04896/00001 Castano Property: 1700 Grathwohl Road SCTM# 1000-117-4-3 Dear Jose Castano: Based on the information you submitted the Department of Environmental Conservation has determined that the above referenced parcel located landward of the functional paved roadway; Grathwohl Road, that is greater than 100 feet in length as shown on the survey prepared by Nathan Taft Corwin III, last revised 8/14/2018, constructed before August 20, 1977 as shown on Tidal Wetlands Aerial Photo 710-540, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required to conduct regulated activities on that-parcel. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale.berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: A. Dunleavy BMHP File NEWYORK Department of EnVironmental [1PPORIUNIJT Conservation O� �rFOt �o � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y 5 :�4a'it�°l Town Hall Annex - 54375 Main Road - PO Box 1179 o v Southold, New York 11971-0959 Telephone (631) 765-1802 = FAX (631) 765=9502 r ` iamesh southoldtownny.gov - seand(c_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: . ® . Company Name: v ere i h c,- Electrician's Name: License No.: Elec. email: Are 6'n a @L o n Elec. Phone No: .7-vt 57, 1 request an email copy of Certificate of Compliance Elec. Address.: 12.0 acy 1 &3Z Lje-ktLtV-1= 117011 JOB SITE INFORMATION (All Information Required) Name: Address: 0-0 ATH W®OL P -b Cross Street: AL-W Phone No.: 3 J - ©3 `23.'5' w i V*F BIdg.Permit#: email /VX� �'I / .2 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 Ph❑3 Ph Size: A # Meters Old Meter# ❑New'service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y F;-<l N Additional Information: r PAYMENT DUE WITH APPLICATION rr- cFFQI -a BUILDING DEPARTMENT= Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex =,54375 Main Road - PO Box 1179 , ca Southold, New York 11971-0959 8 �o� ` ' Telephone (631) 765-1802:-. FAX'(631) 765-9502 _ iamesh(�I)-southoldtownny qov seand(@southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: vt = Electrician's Name: s s License No.:--� _ 7 Elec. email: Are )"n c OL o , h-y Elec. Phone No: 571P [Il6quest an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 45R Address: 17X 6fx 14 1 j i ld c>4L c�fl 1l`av q� r-rgp- Cross Street: 11V Phone No.: 3! ®3 Z3,�- Bldg.Permit #: g email, /vgc f4 11Z /I,>NT Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Circle All That Apply: Square Footage: Is job ready for inspection?: YES NO E Rough In Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) _ Service SizeE1 Ph E3 Ph Size: A # Meters. Old Meter# ❑New Service[]Fire Reconnect[]Flood ReconnectE]Service ReconnectE)Underground[]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y y(N Additional Information: PAYMENT DUE.WITH APPLICATION 1�`'S PERMIT# ;1Addre�iss�`. Switches \ .� Outlets G F I's Surface M�, ` ~ Sconces',, Ivrk"- H H s'-f%'+.,1 J*Vr,'Kt4, -K+tl -rftk� II1 UC Lts Fridge l HW poO 44 mk Fans Mini Fr. WAD I 1 Panel I�c-t� I Pump Exhaust Oven ' I5 Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood Blower 4114 M01A Service Amps Have Used Sub Amps Have Used Comments h* 5K4 0 • fo G 5� -t�v N i.64er r ✓� �u.�� 0 kt +"0 do e 70 t K jims"; vi CA CIDLY00164e JkA &ra WA -e 5 in �r� , , �a� G ► o ct- vier coutr PfcJel P,N� Cc�-�- FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 11, 2022 TO: Andrew Dunleavy (Castano) 551 Pond Path Setauket,NY 11733 Please take notice that your application dated June 23, 2022: For permit to: demolish(as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 1700 Grathwohl Road,New Suffolk,NY County Tax Map No. 1000_Section 117 Block 4 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 11,892 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a minimum rear yard setback of 35 feet. The proposed construction will have a rear yard setback of 26.4 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. r OFFICE LOCATION: MAILING ADDRESS: SO Town Hall Annex P.O. Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 CA �O http:Hsoutholdtownny.gov COU ,� ® L G I f1 Zvi I ONING BOARD OF APPEALS RECEIVED JA0 Town of Southold � 0 go xt j,_ J A N 2 3 2023 T®WNO�uuF S0M NGS, DELIBERATIONS AND DETERMINATION • O MEETING OF JANUARY 19, 2023A );X�� Southold 'Town Clerk ZBA FILE: 7724 NAME OF APPLICANT: JEANNE AND JOSE CASTANO PROPERTY LOCATION: 1700 Grathwohl Road,New Suffolk,NY SCTM#1000-117-4-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without i further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru 14-25, and the Suffolk County Department of Planning issued its reply dated September 23, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWR-P Coordinator issued a recommendation dated December 29,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted toAhis department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCR.IPTION: The subject property is a nonconforming 11,892 square foot parcel located in the R-40 Zoning District. The northerly property line measures 115.10 feet and is adjacent to Grathwohl Road, the easterly property line measures 150.00 feet and the southerly property line measures 46.91 feet and the westerly property line measures 152.68 feet. The is an unusual, shaped property. The parcel is improved with a one-story frame dwelling with an attached wood deck in the rear of the property. There is an 8.0 ft. by 8.0 ft.shed located right off the rear deck on the easterly corner of the property as shown on the survey map prepared by Paul Barylski, LS and last revised January 10, 2022. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Sections 280-124; and the Building Inspector's August 11, 2022 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single-family dwelling at; 1) located at less than the code required minimum rear yard setback of 35 feet; located at 1700 Grathwohl Road,New Suffolk,NY. SCTM#1000-117-4-3. RELIEF REQUESTED: The applicant requests a variance to demolish(as per Town Code definition)and reconstruct a single-family dwelling. The proposed construction, on this nonconforming 11,892 square foot lot located in the R- 40 Zoning District is not permitted pursuant to Article XXIII Section 289-124,which states lots measuring less than 20,00 square feet in total size require a minimum rear yard setback of 35 feet. The proposed construction will have a rear yard setback of 26.4 feet. The new additions will be to the front of the dwelling that faces Grathwohl Road, and the existing footprint will remain in the rear of the dwelling as shown on the Site Plan drawings by Zachary T. Clanahan,Architect, dated July 31, 2021. J s• Page 2,January 19,2023 #7724,Castano SCTM No. 1000-117-4-3 ADDITIONAL INFORMATION: During the Public Hearing held on January 5,2023 the neighbor to the rear of the property stated she had no objection to the second story addition. The applicant will be installing a new I/A Innovative Advanced sanitary system as approved by the Suffolk County Department of Health Services. A Certificate of Occupancy No. Z10337 was issued January 7, 1981 for a Private One Family Dwelling. A letter of non jurisdiction was issued on March 8,2022 by the Town of Southold Board of Trustees, although, advised that no disturbance shall take place within 100 feet landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5, 2023 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed reconstruction is in keeping with the character of the community. Many of the homes in the area have been improved and enlarged. The residence faces West Creek, but is on the landward side of Grathwohl Road. The proposed addition will be added to the front of the existing dwelling and only the interior walls are proposed to be demolished. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. Due to the nature of the unusual shape of this property,there is very little rear yard and there will be no further building to the rear of the property. The new reconstruction will be to the front of the property and the new roof lines will be conforming to 35-foot minimum code required rear yard setback. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 24.57% relief from the code. However, the existing rear yard setback will not change. The existing dwelling conformed to the prior Zoning Code when it was originally built. The exterior perimeter walls will remain and the new roof line will conform to the 35-foot rear yard setback. The architectural drawings show attic space above the second floor to be used for storage and will remain unconditioned space with no finished walls or ceilings, and no heating or air conditioning. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law U67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a reconstructed dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,January 19,2023 #7724,Castano SCTM No. 1000-117-4-3 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Weisman(Chairperson),seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans (Sheets S-1 &A- 1 thru A11 & D-1))prepared by Zachary T. Clanahan, Architect, and dated July 31, 2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The third story attic shall be used only for storage, and shall remain unconditioned space (no heating or air-conditioning). 2. The applicant shall install a new I/A Innovative Advanced septic system approved by the Suffolk County Department of Health Services. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and -void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Ch p`er,280 146kB) f the C` of the Town a LGl 10V-17V o aua. -ode of Southold any variance granted by the Board of Appeal; shah becomie i:ull and—id urhere a ••aaa a v Certificate of Occupancy has not been,procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME f Page 4, January 19,2023 #7724, Castano SCTM No. 1000-117-4-3 FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento (5-0). slie Kanes eisman, Chairperson Approved for filing /2023 ��yy Office: "�r:�� C/W Fax: C �4 AL ESTATE Cell: 516.316.8864 RE 4 ASSOCIATES VineAndSea@aol.com 551 Pond Path,East Setauket,NY 11733 3ED BINGOEPT .. l�l. TOWN0FSn LD �L ZQ-- 760 GZ . Aftz D EC' ElVE JUL 17 2024 Building Departmont Town of Southold i ------------ Su � vj i i I i i Bunch, Connie From: Bunch, Connie P-4 Sent: Monday,August 4, 2025 8:26 AM To: jeannem1724@netscape.net' V Subject: CO status for 1700 Grathwohl Rd. Attachments: 1700 Gratwohl Rd_20250804080246.pdf — YY��-�. Hello, I was starting to process your certificate of occupancy but found we don't have plans on file for the side deck. See the attached survey. Please submit 2 sets of plans showing construction details for the plans examiner to review. There may be an additional small fee due. Thank you, Connie Bunch Southold Town Building Dept. Your message is ready to be sent with the following file or link attachments: 1700 Grathwohl Rd_20250804080246.pdf Note:To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. i ARCHITECT RESIDENTIAL GENERAL NOTES 1. A]mWn,aaa Ylah•1,•aveu,r�W,M l.wnylmye•yeN.al aa]•Ixcl Erla Petenml RA -AA vl]n.vnoa Fnm•w,y elver vela seew]nwaeema, - ] rn...an.x•a•ya•amm.aw®..eo•,•aA..�i•am•Nve Tel,931-875-1883 asap ca.w,.,hwry�nan.rlut.sm+•w,wa,.a.a1,n..xn•r w/C.'OxelartYraaehekacam M mN•4�•Y.,Y•mn rq +Mawtwy•s0..nloe nnr.P.tiy WMPN tm Ltne, . ., �` '• __ ] rr+aau.d>,arenahro.pgwaary to aretxr•aedamawio m.NY.e NbetlumPlPa El Beodi NI 1167e � -_ __ a uroyWlo riilaw�,uaar.e.l:n A1x P•i ' maYeget"N M on I ]. u o..eC►srxNwNw'.N »u exOn xwx xl c37 _SEAL o.rr, - -- R•e6a Py _' thy; .. .. .. Epp F FIT- t.i . cenrcr uun ,.•. �I�sr. ate 1 ueeo _ •y= o. 1I' ti� •• ,-. Na.canD�J "Le. aie. vvx°xo . I I _ eoal.mM1 w.q1 ]o Le Ya. t5 W, Lneo .• S P""'r ni�lRa.i M-eaas_nID� Aeorl.o7ln eybgl Ate o,s FM Isla { i _ +,.J �_� t+r,ee..,n,�rJ�.wwe.nu..redym.w.ex,.mnew•twmue CONSULTANT loon erY`e Ae 1e1 / r 1 __•.--.. e .r.�---.y�� -.R� �� `::' , . .aM�r J...ra moron ww rww,pt GY �— �' nnYv.-x Pvmva.ywn WEu�4RECt1 o.EWy1 IC.mee � TiP.p. nmwoCon•Cvp.wmW.ne.4a.um.n P.mme ,— y �y J n e.m,w.vie w,trn em.luee,r r]vn.cee• '� ef101e(JI 4�x.:iw.. W17Jlf'Af1�(KR`�- - I.IIIYt-.MfIED 1ri6 12.TM ARNMw mxao.ymy yr a w..r Ymoe m...myeaa. f'LA N N I N C i W'MP .xW."w.Pw.Mx.v ror MU'P'x4eSv..Prepwn.Y, l�l.RlM Mfw r•w,NM Nu•sw1a,M a Mlsitlld GROUP n r�.ia4,i Mf�rte`wN1nFry�ha-ieti4+4/hi1V.l I 7 9E- iTY` QPARTIAL REARELEYATION 1I1L1� V IOY� 11 Mr N-rbt*l. +avl►waPrN e„..ean Nw:e um ONR3ER -`f SCALE:7'-1=LY •.EClili 1(,a TKO= v ,ua,aa wur- Mmba•n,mn.nn w'm lnhx. uw a1Nw gy,xPml•ymsa n.m.w py cvn•hJo may.a, - ,acorw,hri - - IIEANNE6JDSECA8TANO 11�t�y per , NEW SUATFNrCIHL ROAD FFOLK ARMA11-11411 SOUTHOLD u.�`mu•..r _ rav]•eu1L•ie'OA NY.11956 lUY6TArm PlA4 EgRA�-51_'t�MWlM 17 -' FF\7STPIC HOUSE f �+ ;✓ cipc 0 • OC '- 2� - �; ,,,�- i:�r.-' ° s `- -.• : CCU E1 A_ �t'i �a6�• ( y' '�7P�`�_ �Ap .av':, re. wn ir.•eion -I1N6KCAVATT•D Na O PROJECT TITLE �! �I�`t b •. H_ _ RENOVATIONS AT: ® A' i, P'� yp- �,9ixtQ •tris y i� , 17000RATHWOHL ROAD NEW SUFFOLK #Q - SOUTHOLD 4 1 .h ._ WT. •••�" W►�K- u �1pAcaiu sioElne ,, sy S.CT.M.N,1000-117-04d3, .. - - •Demon. DRAWING TITLE llee]ppptr'ra��•. T G R>~TAiI:.... 1'_ 6EMIL ,, .K�S. E%TERK)R ALL 571tUCTURAL LUMSEN THAT COMES pg SHALL.B �, WODO PLATFORM 67:IST S70A'E IN CONTACT VATH CONCRETE SHAE .p _WALKIVA ADD LUMBER; USE STAINLESS STEEL - OR TREATED META-CONNECTORS THATVP COME INTO CONTACT PATH ACq LUMBER, y •I lea moo LSCZ - AS NOTED - SHEET NO, �EXT�itiQR'•`DECK PT.:AN� QRO , p�1T[gN�AN„� - _ :�:; ..,.,.,..,,�,�.,�,,..�...,.�:;,�..�;•TbWA111 1r,-.11 FIX >ti�ax,n• - •fr.:vTm. r®xxxanrw. 1 C,��(\/\_ Q_=a s-- __ (` '7' 7�. 7`: q iae •1row.:ei„ em romn, ere.%,v��Yxm,ro�...+er n+ v _. _ -- _ .Ya .. 7�m.amm,ma};ee.vcw.rcm,rp+a•e.nro�a-.r�..+.m _DETAIL_ _r1 DETAIL.. .�J D721 - NuueFn SURVEY OF: PROPERTY LOCATED AT NEW SUFFOLK TOWN OF SOUTHOLD ._AG SERACE SUFFOLK COUNTY, NEW YORK '°° °'"°A2'° °G NEW 2D AUPeRO= (��DVAUCY�AI diLATIONe.TANK VOLUME:718 GAl1AtIS RESIDENCE ysfd' ��yfi S.C.T.M. # 1000-117-4-3 m"'� YWT.,D Y.CE TD LIP FORM cAuoNs x a3A u3s/cu=e 2s7 Les °w AREA = 11,892.00 SF. -CD 11112�OwO W lL �° GEDRGE Hone SCALE: 1"=30' GO oUI) DOWN FDRCE-.VkICJT OF TANX:453 LBS O A9 OROBT SAND COVER:90 Les/CU.FT. xTF:OL BPA—,A METER IYRIUFACTLMCA ST SPECS CONCRETE DEADPAN APPROX 1,800 US AS PER AERATCA &traEP PANEL DEAD MAN 1: 12'xl'xl'PRECAST CONCRETE DEADPAN-1,800 LEIS 4j,Q' Vy` ALL RESIDENCE'S 8'M12'0'SAND COVER-EA CU.FT. rS / `� VATHIN 150' NOTE: THE EXISTENCE OF RIGHT OF WAYS, 84 CU.F.T SAND COVEN x 90 LBS/CU.FT.a 7.580 Les ,,FOR HAVE PUBLIC WATER WETLANDS AND OR EASEMENTS OF RECORD ExlrnxcGRaaDA� �. Roo 7.56016+L800 TIES=9,360 tes eENmm RED(spa ov,.s t / Wy �a IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1.BURIED ELECTRICAL POWER !ry G.IS SNNL eE A wwuuu DEAD MAN 2• OF 24 INCHES BELOW OR— 12.10'x1'PRECAST CONCRETE DEADPAN-1.800 LOS - xV i SFUT. �) i`{F� O O RESIDENCE ELEVATIONS REFER TO 1988 NAVD x ALL ELECTRICAL WSRN TO BE 6'x1Yxi'SAND COVER-84 CU.Fl. 6�� ru "+h Q' 'R a YPEERFOR..w ACCORDANCE 84 CU.F.T SAND COVER x 90 lBS/OU FT.-7,560 LF6 r:*.•wm„U.seEGTiax RECw,m CY'.p afro+ ( �j LAND N/F ELEVATIONS SHOWN THUS }+ M NE0. 7.360 LBS+L800 LIES-9.360 Les FOR S,B,w4v SrmEN vY 4a P �i RENCE RBLA NCH�ARD BY HcuTH DEPAxroExr i SLF—CO DAP" Ar OF HEALTM SERA® TOTAL DOWN FORCE +D y` A'^ as oa ��" POOAT FDRASPRONAL OF COxBIwcT1aN FaPA 9.360 LES+9.360 LBS+493 L85-19.183 LEIS A yaA,4'Os o vat S—F—REEOEMx>±ONLY RESIDENCE eU'� dys" Q+ er uwts""r SAFETY FACTOR: 3,07:1 LAND 1 OCA N Tom' "/LO —TO rCiA'mir T. DATE IN_2 ma:;ry../Jr•F N D. RA34RB MD oy A xv as °�sTwFAAA C a FOR 1EAONUN OF . BEOROOnR sD,es A" Rp11Cm EVIRESTNREEYEARSFROL(DATEOFAPPRfNAI f°m""' ADeMmrlHwmxNA UMay,Nbnmi,taM SIN GAS - mEldimaunu.i ww"f-+sbami mMnm"®"9.0b OFP-m-�x-PA-x--. ONIS TAN,SYTLL @mrtdl_'I_am YAYL40BD Aa PRm Waiver Issued In Accordance With T""'A"0e"A"' �1°r roIN i r-cn"E °y as F• Article 6 section 760-614 FA.V ofthe Suffolk County Sanitary Code 4Y-.P•-...B.M. '1 PS 2mE 2� 4P PENCE SANITARY SYST NOTES Mom.. S�OQ v • QO . / SHOWER JARH 0.L L SEVER LINES FROM THE BUILDING TO THE SEPTIC TAN( u.. SHALL HAVE A MDOXxI PITCH IF OHE QUARTER BICH PER �•~ {` \\,mod GAS� � CONS. RIOT ACID A CLEAN OUT OR MANHOLE EVERY FIFTY(SD)FEET. _ Y m NEIER ,spry' �' + I THERE SMALL BE ND BENDS IN THE SEVER LINES TO THE W' NOW c -- SEPTIC TANK IF BENDS ARE UNAVOIDABLE,THEN,FOR RENDS GOL—I. W WITHIN THE FIRST TEN FEET FROM THE FUSE FOUNDATION, I"PAIhAw -V �„�pe --=^'^-�' DJ •-"-' pF'9\ RESIDENCE OF G TRW REUSE THE SEVER LIM SHALL BE CONSTRUCTED CAST- a �� COW - PIAN NEW s N FROM THE USE FMNMTION UP TD INC LUDING CLUDING THE BEND d{[f P""^ �PAu .® -,-„ LAND N/F LOG SWEEP ELBOWS SMALL BE USED AMID BENDS SHALL NOT DICKFRSON YAPoE J D FEED FDRTY ENE(4'A DEGREES AS MEASURED ALONSEHE j f1OM'r AXIS OF THE STARTING,POE.F13R BENDS FURTHER THAN TEN PIN.vww w m FEET FROM THE HOUSE FOUIDATON AN APPROVED MANHOLE OR aEAN-DUT SHALL BE DWALLM FIR PRD.ECTS WITH A LAME NUMBER OF BENDS CONSULT THE DEPARTMENT PRIER ¢ T :cl.x`. �+ -r •+ �G�O,vc 7�0 Q�AE V`eARr TEST HOLE DATA ro ON INSTALLATI ��P.•w.., e-.coomn m woe-,Vey. AD Ismv-I.x -.• '( BW co,IroR4 N 3. UISUITAd.E SOILS SHALL BE REMOVED AN REPLACED WITH ryMPw-..r. L+uNv.*o'..-eat,.�.A .e. x �. E. '� ¢ OCTOER 2L 20Z O 11.30 AM CFAN SAID,ACCEPTABLE TO THE DEPARTMENT.FORA qq .•vvw.Pan. ENT(-mTw.DU SECD-A-ANEW SECTION&B VIEW N .f 4vs, A O 0.V-0.7 TCP SOL PT 3TAETER SIK FM GREATER THAN THE SEPTIC TANK N4-v. Fupt_Ie3 um °=aR+T y0� Fo B3DTeT6,/ �a3'-a6• s CLAYEY EXTENIDNO DOWN INTO A ION SIX FOOT STRATA 6-.,w�.,, SINS OF Lpl LANL1 O'ACCEPTABLE SAID AND BAVFI.IN TRIO AREAS •-,-6x..-. 3UuuW iNvn6S NE �i 9ROIRR SAID NFAE THESE CRITERIA CRAOT BE CET.CONSULT THE SR'-35 AM OfAYE1 Sp B.d TE.PARTHERT.PERCULATIGN TESTS VR.L BE REQUIRED IN WATER HIOG,ST E)OFOIED GROUND HATER ACCORDANCE WITH 10 NYCRR,APPENDIX 7544 FC(ABSORPTION xoi0 TR%CE OF�V fp 1YS/EHS VFERE GROUNDWATER IS LESS THAN DR EQUAL TO RISCRE�E-O S1UL?EE A MINIxUM OF 60 LBS IF NOi FU.a DEAN xSMA 4x r COVER vLLL EE REWIRED. MYITFEL PANEL EITAT FEET BELOW GRADE AND WHERE UNSUITABLE SEEI.S . CANNOT BE REMOVED. NEW LEALIO,G FIELD FOR 4 SCDRCCM NEW I'Ll N s RESIKNCE.tm B'DIA.4•DEEP POOLS vITH OATS TARO SYSTEM 20'PDLYL SNOEFEORE THAN 54 NMM 4 SEVER LINC TRENCHES SHALL BE FIRILY TAPICO BY HAND Sox roTURe OMS WIDN SAFETY SCREEN. m GRnmx4 N•SDR SS PIPE 3w9-� ,SV FW3 CON S ATD EQI.1.WASTE ttEOiVmT SOD GPD 'I THE PIPE(S7 SHALL BE SECU�lY CENENTED AT TIE POINT FROM POOL ES PmL CAST IPDN O"TS Tara STITCH EL I. OF ENTRY IN TO THE SEPTIC TANK E / / / H / /\ / \ / GRADER LO,o GRADE EL.IDn CLC— \ E 6. SEPTIC TAWS SHALL BE A MIN 10'-0'FROI TBt�1 /\ \�/ or 7. ALL lEgnc�SHALL BE A NBI -0' Y LINES. I} I�®I� G. LL ANn�LLARIDRG V BE �c� E Yl Y OF 3�,i I�®®®®®® / \/ \ \ •� v\\/\\/ \ J` l 2 ` EG DID T asuLED i'M EN P rFERE R. MIN4�SL v 5�,� \ EL,f.�. ,\ \\ i N C 4 B \ \ •_ / GGESTREXPECTEED GROUND WATER wuSnTION aTETAHE GRVADDI� a1mLD y\ \\ \ \�\�/� \/\ \ \ /\\ \/\\/\ \y\\y r y\\/\ , OF srcOR+ TTE IR / T/ i/T //T/i/Ti/T // /i /// i v 2•.L•.L•xERx[S PR[[AS}CDxCRETE DEADM N DP MPRD ER EWLCOTS a'TEAS suRUEY YAP NDNN NXm i// /\ /\// i/i/\ia / / \ y // \ \ y� ,�\ . , -/)f ,/ // Y? \ETRATE EWNPED VIIH[DNN[R[IAL GRAD[Nri°N ilE-DOWN STPAPSCR BOSSED TEA.S AUL NOTro A VADD RATED TO MINDWM IDADO LBS TENSILE STRENGTH VIM STAINLESS GUARANTEES OR CFRTBLG710N5 INDICATED IITE(N SAL RUN OLY ro ,h/./ ! OONS S PER EP 11`7P TD az O—ED AT PROVIDED STRAP THE PERSON FOR WHOM THE GURNEY IS PREPARED,AND ON HIS BMW ro \ LDurm4s AS PER 7>.Pa SSCE—c:icu.AT TVI BOTH uots o•- SURVEYED BY: THE TITLE COMPANY.GOT9DOmTAL AGENCY AND LENDING INSTITUTION PAUL BARYLSKI LAND SURVEYING LIST®HEREON.AM 70 THE AS9QEES OF THE LENDING NSnTITU)N. w,,;� OAKDALE NY 11769 ONAMNTMS OR CERTOLCATIO S ARE NOT TRANSFERABLE TO ADMONAL •°` •-""- ' INSTITUTIONS OR SUBSEDVENT OWNERS. PHONE 631-294-6985 FAX 631-627-3186 PAULBARYLSKI®YAHOO.COM DECEMBER 1, 2021 4937—P APRIL 30, 2022 - SANITARY SURVEY OF: PROPERTY LOCATED AT NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-117-4-3 NS AREA = 11,892 SF. �e Y� O,p SCALE: 1"=38' CID NOTE: THE EXISTENCE OF RIGHT OF WAYS, ,a►: WETLANDS AND/OR EASEMENTS OF RECORD IY IF ANY. NOT SHOWN ARE NOT GUARANTEED. _ O O � � ��0�• ' �2SF �S07aZs 4L� LAND v 5 � PRj P�j GEORGE ROAD / �0 ms WATER O, �oF METER O LP LAND N/F I? �m ROSEMARIE F 103NCE /E BLANCHARD WATER � SERVICE / 1 / 0 O CP 0 OO cG,to 0 CA-B- m oR c� Q GI ro m I^ m OCT 4 2024 A 56 �, CVD 29 2 STORY m ATCOOP s 20 FR RES, 13ILTILDING DEFT. 2� N1 4F� ,0 �s UNITS T1 NVN ,,',1F 'iaOF e tS� y�Oc m� FENCE �d'.00,,\F 202 O.L. LAND N/F Gy / SHED MARTHA F o / BAKER Nlb CONC. / MON. 00� P� NOTE: WATER SERVICE AND SEPTIC SYSTEM LOCATION LAND / BY OTHERS. B.O.H. REF. No. MARIE J SEPTIC LOCATION DICKERSON A" ..B' I/A 2B' 39' LP 45' 47' SURVEYED BY: PAUL BARYLSKI LAND SURVEYING OAKDALE NY 11769 ' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PHONE 6 31-2 9 4-6 9 B 5 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED FAX 6 31-6 2 -318 6 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO P A U L B A R Y L S K I c Y A H O O.C O M THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION D E C E M B E R 01. 2021 LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 10-2 7-20 2 3: FINAL SURVEY INSTITUTIONS OR SUBSEQUENT OWNERS. 9-16-2024: UPDATE FINAL SURVEY. 4937-FINAL-1 + + SURVEY OF: PROPERTY LOCATED AT NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-117-4-3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AREA = 11.892 S F. APPROVAL OF CONSTRUCTED VVORKS FOR ASINGLE FAMILY RESIDENCE SCALE: 1"=30' Date 4114125 H.S. F2eL No. R-22-0175 NOTE: THE EXISTENCE OF RIGHT OF WAYS. The sewage disposal and water supply facilities at this location have been WETLANDS AND/OR EASEMENTS OF RECORD inspected and/or certified by this Department or other agencies and found IF ANY. NOT SHOWN ARE NOT GUARANTEED. to be satisfactory FORA MAXIMUM OF_,4 BEDROOMS. ATHAN PAI, RE. _.. .._. Office of astewater Management GEORGE ROAD ter/ i"� �PIS ,r= ° Qc� dp 'v'. / WATER O, METER LAND N/F LP ern ROSEMARIE F 0 3N/E BLANCHARD N WATER -- / SERVICE - — N - I/A o O on / ° nCA � O C.O. O O of NE 03 6 m 7 BARYj4 CVD 29 2 STORY STOOP FR RES. AC UNITS 11.'' � � S� yFp �m FENCE (� %C ,00, F 202 O.L. E C E LAND N/F / SHED MARTHA F BAKER coNc. AUG ? 5 / MON. /��,�� Building Depalrt ant N nL�S \ Town of Souti id NOTE: WATER SERVICE AND on 4 SEPTIC SYSTEM LOCATION LAND F nr �Y� BY OTHERS. B.O.,H. REF., No. T"` \ ARIE J a PISS DICKERSON` �� SEPTIC LOCATION Ck I/A 26' 39' LP 45' 47' SURVEYED BY: PAUL BARYLSKI LAND SURVEYING OAKDALE NY 11�69 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PHONE 6 2 9 1-6 9 8 5 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 00• COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED FAX 6 31-6 2 7-318 6 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO P A U L B A R Y L S K I a Y A H 0 0.C O M J THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION D E C E M B E R 01. 2021 LISTED HEREON.AND TO THE ASSIGNEES OF'THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 10-2 7-2 0 2 3: FINAL SURVEY INSTITUTIONS OR SUBSEDLENT OWNERS. 9—16—2 0 2 4: UPDATE FINAL SURVEY 4937-FINAL-1 SURVEY OF: PROPERTY LOCATED AT NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-117-4-3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AREA = 11.892 S F. APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE SCALE: 1"=30' Date 4/14125 H.S. Ref. No. R-22-0175 NOTE: THE EXISTENCE OF RIGHT OF WAYS. The sewage disposal and water supply facilities at this location have been WETLANDS AND/OR EASEMENTS OF RECORD inspected and/or certified by this Department or other agencies and found IF ANY. NOT SHOWN ARE NOT GUARANTEED. to be satisfactory FORA MAXIMUM OF� ,4 BEDROOMS. J ATtiAN PAI, P.E. Office o astewater Management GEORGE ROAD / v / A$ rns �rn 1b0j '�j WATER 'D, METER a �x LP m� LAND N/F e. �m ROSEMARIE F Q �c� 0 3N/E BLANCHARD WATER / SERVICE N I/A_ .o - O CP / ° n 0 O C.O. lA.f3 _8. rn O WO 1. \ O � aF �✓ BARY� _ A 6 a CVD 29 2 STORY rn STOOP s'L9 FR RES. AC rs 9 UNITS 0.1 NI 0807 11.', ill 0 4AND o yF0 �� 2 FENCE E C E P LAND N/F � SHED / L2•iw MARTHA F \ n� - BAKER ��' CONC. AUG 7 �i / MON. Building Depart ent \ Town of Sout Id / 00 �Q. NOTE: WATER SERVICE AND SEPTIC SYSTEM LOCATION / \ LAND N/F BY OTHERS. B.O.H. REF. No. MARIE J SEPTIC LOCATION DICKERSON "A" "B. I/A 28' 39' LP 45' 47' SURVEYED BY: PAUL BARYLSKI LAND SURVEYING OAKDALE NY 11�69 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PHONE 6 2 9 1-6 9 8 5 � OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 00 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED FAX 6 31-6 2 7-316 6 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO P A U L B A R Y L S K I®YAHOO.C OMTHE PESON FOR WHOM THE SURY IS PREPARED. AND ON q� THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING BIS EHALF D E C E M B E R 01. 2021 /- LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 10-2 7-2 0 2 3: FINAL SURVEY INSTITUTIONS OR SUBSEDUENT OWNERS. 9-16-2 0 2 4: UPDATE FINAL SURVEY 4937-FINAL-1 i a ARCHITECT DN 1 E ENTRY ROOM •^ , --------------------------------------------� ----------------------------- SEAL ARC�y�T c> 1 k - ----------------------- ----------------� Wa ° � -- --- LIVING BEDROOM# 1 - I I I I I III I I III os5a5 li ii II q EOFN�C I I I I III I I IL II I I I I � I Ijl II � Ij / I I I I II II III 1 CONSULTANT II __________ ----------- ---- ---- -====_____= — cL. cL. cL. ---------- _____________ _________________ ___- ----------- --- ---------------------- -- -------------------�� ----------___ HALLWAY tj ------------------------------------------ I ------- --------_ L r I f I II I F' LT— --_____--- ------ -------------------------�—LI L3 I PLANNING -ElKITCHEN BEDROOM # 2 I J , I ' ' ' GROUP I I I I J ,' I BATH II------------------- '---' J--J OWNER Fs% DN EXISTING FRONT ELEVATION EXISTING RIGHT SIDE ELEVATION JEANNE & JOSE CASTANO SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'—O" 1700 GRATHWOHL ROAD D ° 2' 4' 8' 12' NEW SUFFOLK 0 2' 4' 8' 12' SOUTHOLD N.Y. 11956 1 EXISTING FIRST FLOOR PLAN BILCO DOOR I SCALE: 1/4" = 1'-0" AREA (FINISHED): 803.2 _. 0 2' 4' 8' 12' I I I I CRAWL SPACE - --------------------------------------------------------� NO. DATE REVISION I I I I � � PROJECT TITLE f — RENOVATIONS AND ----------------- ADDITION AT: I 1700 GRATHWOHL ROAD ■ ! I h NEW SUFFOLK SOUTHOLD CRAWL SPACE i l N.Y. 11956 I CRAWL SPACE j I i j II I II d i i ii l S.C.T.M.N. 1000-117-04-03 I I I I III II II III I I II Ili DRAWING TITLE I I II II I I I -====-======= ___________________________________=� — — • — — —O — — — —O— — — — 6-- — — — — - ------- -------------------------- -------- J �I ---------------------- l i I EXIST. FIRST FLOOR PLAN, L i i EXIST. FOUNDATION PLAN, LEXIST. FRONT ELEVATION, I I r1�------------- I I L EXIST. LEFT ELEVATION, L l i L—J —�/� EXIST. RIGHT ELEVATION & I I I i BASEMENT L I J I EXIST. REAR ELEVATION I I I I I I I I I �� I I I I (UNFINISHED) I I I I J I I _____________—____-_—�—� —� �\ �1--------------------- DRAWN BY IEG L J EIcig Dept COPY from ZDA CHECKED ,f C FEna: re :�• .r+ riocu nts ZSA Sato: �A DATE 07-31-2021 UP EP EXISTING REAR ELEVATION EXISTING LEFT SIDE ELEVATION SCALE AS NOTED SHEET NO. 0 2' 4' 8' 12' 0 2' 4' 8' 12' z N EXISTING FOUNDATION PLAN I SCALE: 1/4" = 1'-0" 0 2' 4' 8' 12' PROJECT 0721 NUMBER 42'-04" 01 ARCHITECT 20'-51" 7 -11 13'-74" I 7711 28'-6" (EXTERIOR PORCH) � � r ddd T.O.C. FOOTING ® — 4'-2" LINE OF NEW MASONRY STEPS ABOVE — — — — —1 AM,p,) — — — — — — — — — — — — LINE OF NEW MASONRY STEPS ABOVE SEAL I r- — — --- — — — — — — - — — — — — — — — — — — — — ------- I 3�p I r------------------------------------- — — — — — — — — — _ —1 I �p ARCy�T oo �oo❑��A�,2F L fiam. `ga �s L LJ -------------------------- —————— , r ————————- ._�= ,---- T.O.C. FOUNDATION L——————J NO WALL 0 - 0'-4" a I I(II III III a NCRETE PIER 2+_5» 14'-3 2'-10" 5' 2" 2'-5" T.O.C. FOOTING ® _ 4._2„ DOWN TO 4'-0" x 4' O1 8" 035 27 -1 " / � OF CONCRETE FOOTING BELOW W/X i PROPOSED I PROPOSED #5 STEEL REBARS 0 8" O.C. TO FOUNDATION I UNEXCAVATED I x UNEXCAVATED EACH WAY" T.O.C. FOUNDATION 4"CONCRETE SLAB ABOVE .= 4"CONCRETE SLAB ABOVE WALL ® + 0'-2" i - • - Q--- ————————— —-Jmo• O i IJ I i I I CONSULTANT /cn I I LI I r KV I ___I L I -- ---------- ------------ -_- - " I o '' I r---------------- ----------------- I ; � :; F- ryN -�4 ' ' 7 -4 I T.O.C. FOUNDATION wI " " I I I L- �- --------� L WALL ® - 1'-2' L------------� T.O.C. FOUNDATION T.O.C. FOOTING _I I .` _ N I f I I SHELF ® - 0'-2" ® - 4'-2" N ,., ...,.. • ., ..,,,., .. ;,,..;.., . NEB \ - - I L•X..-, I 18 x 18 CONCRETE PIER I �' CO/ O I I ' DOWN TO 4' 0" x 4' 0" 91 x 24"i C f ------ `NC, q RO�Op?� I 91 �� CONCRETE FOOTING BELOW W/ L-____-__-_•___ l r .: �� gPRORt N I I -id / r qe0 s I I o0 5 STEEL REBARS ® 8" O.C. r` Y ��\ b qe? » , „ „ I I Xt ACH WAY / / p� 0) 2+_Q++ . I" 12 -84 6 -24 8 -3j 7 CO I I I co / / • I / / PLANNING I 4" x 7" x 5" DEEP r-------, 4„ x 7" x 5" DEEP / I I z 1 I NEW BEAM POCKET I I NEW BEAM POCKET / / �� :'' 7 GROUP A-6 i R• I I I / / A-6 A-6 I I NEW 3-1/2" x 14" 2.0E I I NEW 5-1/4" x 14" 2.0E / j . / A-6 i I / I I PARALLAM PSL FLUSH BEAM I I PARALLAM_PSL FLUSH BEAM / l uj I •'.. I / / T.O.C. FOUNDATION — — — — — — . _}_ . + : .;•i'.: -1 i I T.O.C. FOOTING / • I I ® - 4'-2" / WALL ® - 0'-2" / OWNER L-------J I L-------J / CAST IRON CLEAN OUT - I p PROPOSED "� / `' / / ' / 4. T.O.C. FOUNDATION / / r / / I I PROPOSED m � ;r) CRAWL SPACE I SHELF 0 - 0'-2" / / 13 / / �, CRAWL SPACE N N + I N .y�} NEW 2"CONCRETE SLAB / / / "% / ,: I (o g O a NEW 2"CONCRETE SLAB 4. . } J rn i % i . xm X� X�/y % JEANNE & JOSE CASTANO r,vt __-� • 4" x7" x5" DEEP / / / ----� c� -- T.O.C. FOOTING / / PROPOSED / / • ��= N® �N%" j / PROPOSED % I- I NEW BEAM POCKET / r I /• '�? 3 ® - 4'-2" / / UNEXCAVATED , I Iwo z i�� / / UNEXCAVATED 1700 GRATHWOHL ROAD ' r , ;}. 'n 7 / 4 CONCRET OVE / '� /4"CONCRETE SLAB ABOVE / , I I gy E SLAB AB / NEW SUFFOLK I I I ° I I i iI z4" x 7 x 5" DEEP I ------ IIr-------,IIzLa / SOUTHOLD NEW BEAM POCKET ' 01 N.Y. 11956PROP. PROP. ) I Io Oo UNEXCAV. UNEXCAV. • - - - • - - •I ` — j — � — 4"CONCRETE T.O.C. FOOTING CONCRETE NEW 3-1/2 x 14 2.0E NEW 5-1/4" x 14 2.0E / I SLAB ABOVE I • 2 _2 / , SLAB ABOVE I „ PARALLAM PSL FLUSH BEAM �ARALLAM PSL FLUSH BEA' / i I I I , / / I I I T.O.C. FOUNDATION L-------J .'.: / N I I I L j L__J SHELF 0 - 0'-2" J/ / T.O.C. FOUNDATION / / I I a I ,_74,+ r �� WALL 0 - 0'-10" / / L I --- r-----j L : I " 0 I r-I� T.O.C. FOUNDATION ��. 4 / / I oo L �• r\ , . / / I T.O.C. FOUNDATION SHELF 0 - 0'-2" 6 . , 1 / / I X. 18" x 18" CONCRETE PIER , N SHELF 0 - 0'-2" c " I , " rj'-73" / / I m " I LINE OF NEW I I r 3 -9 4 / / a DOWN TO 4'-0" x 4'-0" x 24 I I / s i NEW I I / / L__ w® CONCRETE FOOTING BELOW W/ I I NEW 1�, I / / L _ z FRAME WALL 00I UNEXCAV. I I. I_ g• �p 1 # UNEXCAV. I I r' I I / : = z 5 S1EEL REBARS ® 8 O.C. I R " I / ABOVE I .:,-/•-'.; // o 2'-4" I (a"CONC. LM -----___ _ J I IiI :• EACH WAY (a—°G O—NG. I _L----'--,-----�-�--'----',_ SLAB ABOVE)CV (REFERENCE) NEW (2) 2 x 10 FLOOR LEDGER ABOVE) N i -LAG BOLTS17'-5 4 ATTACH W/ 5/8 ------STAGGERED ® 16" O.C.3'-0" r--- -- r- / /I ----- . 8 5'- — r-----, (2) 2 x 10's 18" x 18" CONCRETE PIER r-----, 2 5'-0" 3'-0" NEW 36" WIDE x 24" 1 I rn -I 2 2 FLUSH HEADER DOWN TO 3'-0" x 3'-0" x 18" I lo HIGH ACCESS OPENING I I I ,q_7 A_7 CONCRETE FOOTING BELOW W/ 2 A-7 I I T.O.C. FOUNDATION I -#5 STEEL REBARS 0 12 O.C. I I c� I „�. I� 3'-0" WALL 0 - 0'-2" ----- EACH-WAY--- " o ---------- LO I r I ------� L--_--J (gyp , „ " I ri------, L-----J io � 1 07-04-22 REVISION AS PER PROVIDE CONTINUOUSLY OPERATED 1 2 _tl MECHANICAL VENTILATION AT A 1 I I I I CRAWL — i I I I CRAWL TOWN'S COMMENTS RATE OF 1.0 CUBIC FOOT PER MIN. 1 M SPACE --- -� 1 I i j ® SPACE --- FOR EACH 50 S.F. OF CRAWL I a 1 NO. DATE REVISION SPACE GROUND SURFACE AREA. CRAWL SPACE I 1 '�'. I 0-' I CRAWL SPACE I 1 '[X]•. I � I GROUND SHALL BE COVERED WITH LZ — I A CLASS I VAPOR BARRIER. j I I I I I PROPOSED 00 rp I " I I I 00 ' I _ I j UNEXCAVATED I I 1 18 x 18 CONCRETE PIER I I I I PROPOSED NEW CRAWL SPACE I L -- -- I (V I DOWN TO 4'-0" x 4'-0" " x I I UNEXCAVATED PROJECT TITLE TOTAL AREA= 609.8 S.F. I 13'- 4 4'— p� __—J I4"CONCRETE SLAB ABOVE J ^ I CONCRETE FOOTING B OW W/ 1 —__ 4"CONCRETE SLAB ABOVE : j 8 I e 0 1 #5 STEEL REBARS 8" O.C. I u I C) Z PROVIDE= 12.2 CUBIC FEET I r---;� I z 1 1 r----- I RENOVATIONS AND I F MECHANICAL VENTILATION 1 I I I --- J I EACH WAY I ---__ 00 N �' __ I I J ADDITION AT: I I I N w I I I I T.O.C. FOUNDATION v I L I L -- SHELF ® - 0'-2" --------- x — -------- 0 0 N — ' — ' — — ; — — — —o— — — — o-- — — — . 1700 GRATHWOHL ROAD IN p EXISTING (3) 2 x 8 s AM NEW SUFFOLK T.O.C. FOUNDATION d- SOUTHOLD N WALL 0 0'-0" N (3 -H 3-1/2" x 3-1/2" x 1/4" o N.Y. 11956 STL. COLUMN DOWN TO is 3'-0" x 0" x ® S.C.T.M.N. 1000-117-04-03 I CONCRETEE FOOTINGG BELOW W/ #5 STEEL REBARS 0' ® 12" O.C. EACH WAY DRAWING TITLE T.O.C. FOUNDATI BASEMENT BASEMENT 00 WALL ® 0'-0" (UNFINISHED) (UNFINISHED) x N PROP. FOUNDATION PLAN, w AND UP P E PROP. FOUNDATION FRAMING PLAN NW 2) 1-3/4" x7 1 4" N L FLUSH HEADER T.O.C. FOUNDATION WALL ® 0'-0" DRAWN BY IEG z KEY CHECKED JC a Q Q - STEEL COL. Q - • — . — • — - - FLUSH STUICTURAL MEMBERS DATE 07-31-2021 �i - LOADS FROM ABOVE ON WALLS SCALE AS NOTED ,-74 f 28'-1" (EXISTING) 5'-5 6'-10 '" '''i'" '4" �`" '� -1ST CONC LEVEL '; �' s -2ND CONC, LEVEL Hna Dept copy fred doco�m zESA SHEET NO. 35'-2 -3RD CONC, LEVEL LSAfIe'�Y �7of is - Date: / I / -4TH CONC, LEVEL '. -5TH CONC, LEVEL PROPOSED FOUNDATION PLAN -H�DEN MEMBERS ABOVE PROP. FOUNDATION FRAMING PLAN - - -DROPPED BEAMS ABOVE SCALE: 1/4 = 1 -0" SCALE: 1/4 = 1'-0" p -FRAME WALLS (SEE 01 A) 0 2' 4' 8' 12' 0 2' 4' 8' 12' PROJECT O�� NUMBER i 42'-0j" STRUCTURAL KEY ARCHITECT 20'-5j" 7'-11 13'-7j" ol —LOAD BEARING WALL 5�51'r 19'-6j" 5 " —LOAD FROM ABOVE L 5+_6 „ 2,_4'I n 5,_7„ 7LC — ' — ' — ' —HEADERS FLUSH MEMBERS) 5'-6j" 8'-6„ ---——-- —GIRDERS (DROPPED MEMBERS)10 •w • `' STRUCTURE ON UPPER AND LOWER ROOF . , . co �o ❑ —STEEL COLUMN + I I • r > 10- I ❑�x� -POINT LOAD ABOVE ,, : Q HSS 4-1/2" x 4-1/2" x 1/4" Q HSS 4-10" x 4-1/2" x 1/4" L s 28'-6" EXTERIOR PORCH 1¢ COLUMN DOWN TO NEW CONCRETE COLUMN DOWN TO NEW CONCRETE -WOODEN POINT LOAD PIER & FOOTING BELOW (6) TYP. PIER & FOOTING BELOW (6) TYP. •s 1 �,; SEAL 2 „ --------------------------------------------------- — _ --- --- --- ---------------------- --- --- --- --- = r - �� A CH/ _ I [0] MAX. OO . O O i \ i ® - - - - " `�," 5-1/4 x 11-7/8" CONT. U i \N 2.OEDROPA B AM PSL I \ 2 Of I m w _ \ 6 w n \ HSS 4-1/2 x 4-1/2" x 1/4" O �� O J a I \ I ^ I ` \ \ COLUMN DOWN TO NEW CONCRETE W OL I cn D I O \ \ I I I aw o I 5-V4 \ PIER & FOOTING BELOW Y O a I,_ n Z� 15' 9 " '-8" i \ \ \ a I 1 X<4 0=O .2.OF �\ \ \ * 035��1 � M O \ I a o Op '- M C A1 \ \ X 1'-4 �o PROP. FRONT POR H 1,_4n 1'-4" I 0 \ \ 5-1/4" x 5-1/4" 1.8E I \Wo C4 5-1/4" x 5-1/4" 1.8E 5-1/4" x 5-1/4" 1.8E 1 1144 psi T \ \ o f OF W HDQ-8 HOEDOWN CONNECTOR ON 22" N TONE FI ISH AS ON 22" �i1 \ PARALLAM PSL COLUMN I o v SEE DETAIL 5 ON SHEET TOR MAX. SELECTED P R OWNE MAX. r� POSTED DOWN SOLID TO I ,n w PARALLAM PSL COLUMN PARALLAM PSL COLUMN I \ N z POSTED DOWN SOLID TO POSTED DOWN SOLID \ X NEW CONCRETE FOUNDATION NEW CONCRETE FOUNDATION TO NEW CONCRETE 1 O v WALL BELOW (3) TYP. 1 FOUNDATION WALL I a I a �iN a • - FWG8080R '� I r-KV% — • — • — . — _ _ _ _ _ _ _ I "� I � FWGB 80L 3-1 9-1/4" 2 CONSULTANT -- - — — _— P „ `, \ti - _ „ a� ..� 51" _ ' rr I O rKV CONT 2?OE PARALAM I c0� rUd� a 5 19 —7 r- $ 0 HDQ-8 HOEDOWN CONNECTOR V PSL FLUSH HEADER X rOld HDQ-8 HOLDOWN CONNECTOR •- SEE DETAIL 5 ON SHEET A-7 lv I N.- O o Z`�3 SEE DETAIL 5 ON SHEET A-7 I N / N -� — — — — — I 3® ;'Q�� was, 5'-1 -7 �qp O / / w o » n I CpN P 2 5-1 4" x 5-1 4" 1.8E o ° (2 HEAD 1 \ • \ �w 00 a PROP. 'r \ �,o RON a PARALLAM PSL COLUMN X o N OP. o m \ \ -cv / LIVING 3 \ �° �032 o.lcj f 0 POSTED DOWN SOLID TO Nw U�= 1 `, I NEW CONCRETE FOUNDATION 31-� ING N ALL FINAL FIREPLACE ROOM °° 6 ep8p _ WALL BELOW (2) TYP. = zR OM ps2Of per\ '- / py / =Xo J E® 2 x 10 F.J.-,- sy �q AND CHIMNEY FOYER %-CL. / OpOR 1 / O/ ^N FEU qRy� M • \ PLANNING SPECIFICATIONS TO BELo PROVIDED BY MASON 1 NOTES: � " y '� • — • — • — • — — • — • • — • — • — • — • — • — • — • / fAD MOUNT TEL VI ION m /` 1 j GROUP coO ... A-6 A-6 7" x 18" 2.OE A-6 CENTERED B Q� O" PARALLAM PSL 5-1/4' x 5-1/4" 1.8E A-6 FIREBOX a Q� FLUSH BEAM PARALLAM PSL COLUMN FRESH AIR INTAKE '_g" v+ / 6 x 6 COLUMN POSTED i POSTED DOWN SOLID TO DOWN SOLID TO NEW / NEW CONCRETE FOUNDATION 6 x 6 COLUMN POSTED i�p )r,,)ER WALL BELOW (2) TYP. y FINISHED ACE j \ �K� S " / �'a �0 2 I BEAM BELOW \ o DOWN SOLID TO NEW OWNER FIREBRICK TO BE I TO BE 0 FIRMED 9 °v w cO�`��vi T- I o v k WALLLCRBELOWUNDATION ou SELECTED �-- a P ER Q `' oQ x O N Q rl OPTION: M 1'-9" �3, * ��; / —J I 04— ih 1 GAS LO ' MIN. I �6 M 5-1 4" x 5-1 4" 1.8E I 3® 5-1/4" x 5-1/4" 1.8E �f r- C.I. ASH DUMP in / / N 04 - - --- / `v C�i PARALLAM PSL COLUMN w PARALLAM PSL COLUMN z POSTED DOWN SOLID TO POSTED DOWN SOLID TO NEW BEAM BELOW JEANNE & JOSE CASTANO HDQ-8 HOEDOWN CONNECTOR _ - 18" FLUSH STONE HEARTH � NEW CONCRETE FOUNDATION / � SEE DETAIL 5 ON SHEET A-7 �I� I a 3'-8 MIN. WALL BELOW NEW 2x10F.J. � J ® 1 GARAGE S�lry . — . — . — . — • — • — • — • — • — • — • — • — • — • N00GRA OWOHLROAD ` C3' ^ 7" x18" 2.0E K DN / a PARALLAM PSL SOUTHOLD 4• a� FLUSH BEAM . \ 25-1/4, ono 00 o w PROP DINING I \ pSC �UgRq( 14° N.Y. 11956 PROP. DINING o ti a, x c, \ •SH C qM c� AREA d w A EA �a \efAM PARALLAM PSL COLUMN DN j o, M=' ..; xm \ . \ 5-1/4" x 5-1/4" 1.8E v t cn / w d N= ( \ POSTED DOWN SOLID TO 0 5-1 4" x 5-1 4" 1.8E \ NEW CONCRETE FOUNDATION x= / / WALL BELOW (2) TYP. D O cn PARALLAM PSL COLUMN S�lrr N N'- POSTED DOWN SOLID TO ' / \I a C7 ® 5-1 4" x 5-1 4" 1.8E w o NEW WALL BELOW CONCRETE FOUNDATION (2) 2 k in rKV HDQ-8 HOEDOWN CONNECTOR �� 1';-5 DNDN D ?rn PARALLAM PSL COLUMN z SEE DETAIL 5 ON SHEET TOR I �04?� POSTED DOWN SOLID TO / 7" x 18" 2.0E yfA0fR03 4 x 6 COLUMN POSTED ,y NEW CONCRETE FOUNDATION PARALLAM PSL ( DOWN SOLID FOUNDATION NEW a co 2 USH BEAM WALL BELOW ,-------- ----� �. I $�yo �Fj �°•k WALL BELOW (3) TYP. � . — . — . — . . — . — . o a I N DN 21" 1 2 a`t 0� c� Yv ; I N Q --KN I-----------------I I MAX. J in 17 11=, I 1' 3 3' 8 3 " -I 9' 6 QL a -- --------- �� Q w W _ co I Q aMcu I w C4 w a Mm N Mld n, I I a 1 0- ------- �al tea= — — — — F-T---------T--_—� r� :. ...a. �T�a T—�,,, i �(n -� / Lo 5 ®�® I I PROP. I M 9' 2 w I N.- PROP. I �; cr w TW2656 I co N I X a� l 2� E AR LL M � '(2) 2 x 10's In I ® I a ROUGH OPENING a / - 3® I 10 KITCHEN 2 Z 3 - I KITCHEN I to 2'-8 �" x 5'-g" � ^D 2 2 -- L LZ ------- ---al °- i PS FL SH B M o HEADER /2\ l0 LL— ---------�------� A_7 oz,o N I UP W I c�� 0)no x z a I (1 TREADS ® 1 IN. in I o M N " " N A—7 �. ° a I 18 RI ER ® 7. `o"Ua xz oz w o� o ® 5-1/4 x 7 1.8E 12 2 x 10 o¢oN¢ a PARALLAM PSL O w w F- o aoQ T 0_ XWo COLUMN POSTED ' FLUSH BEAM T cn�zww 0.I w r� j� �~o 0 N,Q --- DOWN SOLID TO �I r a o= "'�°�w ^= NEW CONCRETE o¢ I I _1 2" x 7" 1 8E wp�w� 6 x 6 COLUMN POSTED - � I C71 co N� v FOOTING BELOW Xm I I I AR L M PSL N� =zo DOWN SOLID TO NEW CONCRETE FOUNDATION 1 07-04-22 REVISION AS PER .�'. I _I - rKN N N OL MN POSTED WALL BELOW (3) TYP. TOWN'S COMMENTS j13 '1-0 �} x 9- ———— -- ^V•I 0 S UD TO NEW rj'-(j#" 3 " $ r_1" 3'-$' "1 I 1 5 " r-N 1 2.0E PARALLAM �J 1 I ON FOOTING BELOW a I ) ' PSL FLUSH BEAM. — 1L.-� M „ . — . __. . _._ . — — — NO. DATE REVISION -IN " �� , „ 6 x 6 COLUMN POSTED � 1 '- 1 2 x 9-1 4" � y I 3 $ —11 DOWN SOLID TO EXISTING / _ a 4 CONCRETE FOUNDATION \ l)E PARALLAM .- O a O NDRY �� DN DN WALL BELOW (6) TYP. o r P EAM x w 1 I CL. CL. C . o ° i NDRY I PROJECT TITLE iN — ti �� ROOM �, ' ROOM ^ o _ , , > a �o x� v RENOVATIONS AND M '0 i W n\/ \�/ w , n ti I I ADDITION AT: x� - - CLj�'� 1700 GRATHWOHL ROAD N uj w — — — — — — — — — — — _ z N 7" x 18" 2.0E PARALLAM _ 10 FLUS BEM y )I '' T�In I az N �o PSL FLUSH BEAM I �w fL NEW SUFFOLK W °=X '�N 5-1/4" x 5-1/4" 1.8E d XQ x-t+ L 1 " 00 01 PARALLAM PSL COLUMN POSTED DOWN SOLID TO (3 2 BEAM I N SOUTHOLD NEW CONCRETE FOOTING N.Y. 11956 N BELOW F1 d- -0•o- 'O.O' s 2-9 6 x 6 COLUMN POSTED _1 Lo -� DOWN SOLID TO EXISTING S.C.T.M.N. 1000-117-04-03 a, Oj LINEN ' CONCRETE FOUNDATION PROP. �o ---------- Z'i a_o PROP. \\� -- -------- N WALL BELOW (4) TYP. DRAWING TITLE BEDROOM 60 / PROP. BATH io I ow x= BEDROOM / PROP. BATH 1l. Ma x # I xw I R8 + n N0, U� N'- Q ° 9 —2 � cn 3® Nw W i ^ I _ Z °' iN =O-I to En w IX N w 0-i N wa o x 4'0' x 3'-6" 080 a Q a W= co SHOWER a i N= PROP. FIRST FLOOR PLAN, �� iV 5 +' 1 ,—$„ 3 ++ _ „ - ,—j 5'In In ` / .� AND I ��77" 7LS PROP. FIRST FLOOR M 5 FRAMING PLAN / (2) x 1O's (2) 2 x 1O's (2) 2 x 1O's 2646 TW2646 TW2646 H ADER HEADER ROUGHOPENING ROUGH OPENING ROUGH OPENING HEADER DRAWN BY I EG EXISTING BILCO DO S 2'-8 " x '-g" 2' �" x 4'-g" 2'-8 6 x 6 COLUMN POSTED BELOW TO REMAIN A cD DOWN SOLID TO EXISTING JC Q KEY Q WALL RBELOW(2)TYP N CHECKED DATE 07-31-2021 O - LEADERS ol 10'-5j" 10'-51" 3'-6j" 2'-8j" 2'-8 " —'— — DROPPED BEAMS SCALE AS NOTED - LINE OF SECOND FLOOR ABOVE -71 t 28'-1" (EXISTING) V-5j" 6'-10j" -- _ -- - LINE OF STUCTURAL MEMBERS SHEET NO. - LINE OF CLG. EDGE ABOVE ol - LINE OF CENTER LINE 35'-2 " ol ----/ -� ----- f:inai�eveCreddocu LBts LOAD BEARING WALL Hna Rite 7� Date, ® - POINT LOADS (WOO)EN) PROPOSED FIRST FLOOR PLAN __________° - POINT LOADS (STEEL TUBE' PROPOSED FIRST FLOOR FRAMING PLAN _ - LINE CLOSET POLES 4c SHELVES SCALE: 1/4" = 1'-0" AREA (FINISHED): 1,382.E 1 1w Aw., - WALLS SCALE: 1/4" = 1'-0" 0 2' 4' 8' 12' - MED. CAB. ® BATH RMS. 0 2' 4' 8' 12' PROJECT 0721 NUMBER I 42'-0j" KEY ARCHITECT 20'-5j" ol 7'-11 j" 13'-7j" 01 WINDOW NOTES: STRUCTURAL KEY - LEADERS - - O - DROPPED BEAMS - " 1. OVERALL UNIT DIMENSIONS SHOWN ON PLAN LINE OF SECOND FLOOR ABOVE ARE EXISTING HEIGHT & WIDTH. - LINE OF STUCTURAL MEMBERS 19'-6 - - -HEADERS " " 2. WINDOWS SHOWN WITH AN "*" MEET THE ®� �o -------- - LINE OF CLG. EDGE ABOVE 5' 6 " " _ — — _ -GIRDERS _--_________ - LINE OF CENTER LINE 8'-6" 5 —6 3 —11 3 —11 j CODE REQ. FOR EGRESS: I • • MAX. SILL HT. 44 SECOND FLOOR BELOW MIN. NET CLEAR OPENING: 1ST FLOOR 5 S.F. ® -POINT LOAD - LOAD BEARING WALL do • • MIN. NET CLEAR OPENING: 2ND FLOOR 5.7 S.F. -----_ - CLG. EDGE BELOW s MIN. OPENING HEIGHT: 24 MIN. OPENING WIDTH: 20" c0 - POINT LOADS (WOODEN) � 4� d- I ❑ - POINT LOADS (STEEL TUBE) d I � 2�3„ S " Q NOTE ALL HEADERS (2) 2 x 10'S UNLESS OTHERWISE NOTED --------------- — LINE CLOSET POLES & SHELVES x - WALLS SEAL 28'-6" (EXTERIOR DECK) 2, - MED. CAB. 0 BATH RMS. p ARC,y�� DDD CL,4 F� PQy 92 Y 8LLJ ?+, U ALL EXTERIOR GUARDRAILS � Q TO BE 36 MIN. IN HEIGHT �EkR�oR O AS PER CODE EC 5-1/4" x 5-1/4" 1.8E 5-1/4" x 5-1/4" 1.8E 0354y1 PARALLAM PSL COLUMN 4 . N� 0 k� PARALLAM PSL COLUMN POSTED DOWN SOLID TO p POSTED DOWN SOLID TO E OF EXTERIOR DECK HEADER BELOW (3) TYP. HEADER BELOW X3-1/2" x 9-1/4" 2.oE x - PARALLAM PSL HEADER 5-1 4 x 5-1/4" 1.8E W HDU2 HOLDOWN CONNECTOR � SEE DETAIL 5 ON SHEET A-7 FOR ATTIC WINDOW ABOVE PARALLAM PSL COLUMN POSTED DOWN SOLID O TO CONIC. FOUNDATION r -_ -� - - - - - - - - - - - - - - - - - - - - - - - - - _ _ (3) 1-3/4" x 11-1/4" CONT. � WALL BELOW 2.0E MICROLLAM LVL HEADER 6 x 6 COLUMN POSTED 6 x 6 COLUMN 00 I _ DOWN SOLID TO HEADER POSTED DOWN \ 3 - -- - -- - — - - BELOW 2 TYP. SOLID TO BEAM CONSULTANT 3 ,/ FWT4116 ` (2) FWT4116 3 ` T 3 *�w2s5 A—E EGe A-6 I I I I A-6 - - - - BELOW _ A-6 FWG8080L FWG808OR ReusN--OP-9M_ — — — — — — ) Ne O o _ 3 w (EACH WINDOW) _ — — — — N I 2.OE MICROLLAM LVL BEAM MIS 2'-8 x 5'-9" 1-3 4 x 9-1 4 CONT. •:... j HDU2 HOLDOWN CONNECTOR O I — • — • — • — • — • — • — • — — `' IQ- w x SEE DETAIL 5 ON SHEET A-7 \ ! 12 x 10 R.R.'s / (o llDOWN PLATE x 12 3-1/2" x 9-1/4" 2.0E ^w •x z 0, \ � x w I MAS"l I PARALLAM PSI_ HEADER M�ORp t x �s l °�a MASTER 7 `�i ^ O I N w 14 BEDR ROOFOPLAN FOR ATTIC WIN OW ABOVE I <<qM `}' Nv BEDROOM d �. _I #2 Fw�B Iv I _ I I I I tiEgD�R F ; o OBaR "VL NEW 2 x 10 R.R. NEW 2 x 10 R.R. NEW 2 x 10 R.R. 2 x 10 R.R. NEW 2 x 10 R.R. NEW 2 x 10 R.R. • 2 x 10 R.R. I \\ \v PLANNING a I 1 1 I 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 1 0 16" O.C. .:�/ 1 GROUP HDU2 HOLDOWN CONNECTOR _ice\ 1 SEE DETAIL 5 ON SHEET A-7 5 cfl� I NEW2x10C.J. I I I I NEW 2x10C.J. I NEW2x10C.J. 5 6 � 21 —0 0 16" O.C. 0 16" O.C. 0 1s" O.C. / 6 x 6 COLUMN POSTED I I ( I I I o a 2 x 10 R.R.'s OWNER e /°• DOWN SOLID TO HEADER I w o / r �o ern m DOWN TO 2 x 12 +� 2,/ c BELOW (2) TYP. N ^a PROP. Q��, I I I I I I PROP. �0 SEETSECTION 1 Xo``/� DOMAV SOLIDMTONEW POSTED in BEDROOM r �' �' �' I z J N Q : a BE OM d AND ROOF PLAN CONCRETE FOUNDATION I - ° "„ `t�WI ��WI �aJJwl I ��w I�_w pp{ v= �NZ� WALL BELOW 93 :;< I �Jm Jm Jm Jm Jm -tt z N sF r- /�./ xaw xaw xaw• xQw . x¢w x w IODo N N cam, gaol �*aoI �rao) I �a� I��a I� ao �� JEANNE & JOSE CASTANO �N�) �Na �N0I I1 �N� LONN CNWM N Ixa / o a a I a I a m 1700 GRATHWOHL ROAD o I I�Q �/ NEW SUFFOLK I I ( a SOUTHOLD Z 'o i \ �yo�� ti�0� n / 01 o a I I I I w a I I n N.Y. 11956 M n I"z ►`� " 17'-1" I x o o m I I 5-'1/4" x 5-1/4" 1.8E ° / ( MA TER - I N - i / PAfRALLAM PSL COLUMN c� N - -•- -- -- _ J POSTED DOWN SOLID TO _ = MASTER BE a Q F,."H h '� (� BATH �-- .0Q z AM BELOW 0 41.w BATH --- x e ^AN 3-1/2" x 7" 1.8E / Y, T 248 L.. i ` ��O I 8 IPARALLAM PSL I, " (2)2 x 10 8 I I to � � / ^ / I � COLUMN POSTED m o L. BEAM O q DOWN SOLID TOi�' Cn 1 4 . 1 1 I b ti 6 x 6 COLUMN POSTED I I I MASTER i Q DOWN SOLID TO HEADER - -- I (BE � 'R I I X;i n' WIC I 9 LO 154 - » 1 I I I W.I.C. i W.I.C. I I o BATH BELOW (2) TYP. I I I W.I.C. I I. � /= wI 6 x 6 COLUMN ( I IiATH 1 0 8 —2 I co I I I I PROP. I ��oh d °°c�. ,_ " J, 6'-6 „ I HALL I -- I — 1, 8 — o SO D DTO BEAM' ---- I k `J F"� ,n ALL.x.I BELOW (5) TYP.I 6 0 ------ --- 4 4 �, I 5-1/4' ON . 2.0E a \co N 3j" II ------I i I OCj O a 5-1/4" x 5-1/4" 1.8E S RFAM I / \ Q - s N O PARALLAM PSL COLUMN I HDU2 HOEDOWN CONNECTOR �"�, / I POSTED DOWN SOLID TO 3-1 2 x 9-1 4 2.0E / SEE DETAIL 5 ON SHEET A-7 v, BEAM BELOW I — — N I 1 FORRATTICMWINDOWEADER ABOVE l/ \ i to 03,^ 51*� c ^7Yd ( ) 3-1/2 x 11-7/ tI Rc riN * TW265s ctj SEE PROP. REAR ELEVATION " 1 2" x 9 1 4" 2. 11 2 2 x 10 w I OE PARALLAM P ( ) n co ""z 1 RE DS 0 10" IN. to ROUGH OPENING e / FLUSH CLG. BEA AR LL M SL HEADER HEADER r-Id x ALL GUARDRAILS 18 RI ER 01 7. -�=x rs-9= — -� M 2 2 3-1/2 x 7 1.8E w 3 I FO TTI WI D W ABOVE — -j 2 2 N r� I ITo BE 36" MIN. `f I PARALLAM PSL o 0 0 r A-7 ro N HEIGHT AS to 3 I A-7 A-7 COLUMN POSTED w w ' A-7 0p I W I PER CODE (oc -I o M I DOWN SOLID TO =7M m M I m I 6 x 6 COLUMN POSTED x o w w BEAM BELOW m x w DOWN SOLID TO HEADER " PROP. I I F°a _ (N Q PROP. x z I N¢I BELOW (2) TYP. 2 07-04-22 REVISION AS PER OFFICE �`� a a = OFFICE �`'oa I �= REVISION AS PER t I I „ I N v o I 1 04-04-22 3 —31 _ e I o- NEW 2 x 10 R.R. 1 I EW 2 1 R.R. TOWN'S COMMENTS °' 0 16" O.C. 1s O.C. I I MIN. DN ' 1 " I N a 6 x 6 COLUMN POSTED NO. DATE REVISION I 41N I to I ;r, I�Q I DOWN SOLID TO EXISTING _ •o a i I M a N -0 o- ao I CONC. FOUNDATION BELOW J Lu a- 6 x 6 COLUMN POSTED I 'a W x I PROJECT TITLE 0 �4r m f'� N J I a N0 =• �' DOWN SOLID TO E I X a m ro O I _ BELOW FOUNDATION2) ,M POWDER v RENOVATIONS AND O HDU2 HOLDOWN CONNECTOR ell— r'rr� OOM SEE DETAIL 5 ON SHEET A-7 I 13'-5 3 , " o M +o j a ROOM ADDITION AT: CO I \ / 4 4 -1 8 -11 N - _ LO 1700 GRATHWOHL ROAD I N NEW SUFFOLK I M I 6 x 6 COLUMN POSTED DOWN I ci SOLID TO BEAM PSL BELOW SOUTHOLD N.Y. 11956 olO io /J "a� I N q•N S.C.T.M.N. 1000-117-04-03 2 I EXISTING ROOF BELOW i DRAWING TITLE TO REMAIN AS IS I f% x x / SEE ELEVATIONS ON �/ N N I SHEETS A-4 AND A-5 i zw XF PROPOSED SECOND I FLOOR PLAN AND PROPOSED SECOND I J �/l/1/1l/1/1l/1/1/Ll/1/1111/1/f1/1/1111/111!/1/----Nv- __--________1/1/1111/1/l1U/1111/1/!1/1/1111/1/l1/1/1l� FLOOR FRAMING PLAN DRAWN BY IEG CHECKED ,JC, � I Q Q DATE 07-31-2021 2'-8j" 2,-8j" SCALE AS NOTED '-71 f 28'-1" (EXISTING) 5'-51" 6'-10 j" SHEET NO. 35 —2 E'tag Dept COPY,from ZCA ' " Final reviewed dog nts LSA Rile#� -7 )� Date^: / 1 QZ r'�)I PROPOSED SECOND FLOOR PLAN PROPOSED SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" AREA: 1,273.E sf , 0 2' 4' 8' 12' 0 2' 4' 8' 12' PROJECT 0721 NUMBER I ARCHITECT 28'-6j" 100, <It)101 P'41:, Mrkw RESIDENTIAL GENERAL NOTES wood frame construction manual-2018 sbc high wind edition & the 2020) new ork SEAL 1. All new work to conform with the 2020 International residential code Irc , the 9 y EXTERIOR DECK state energy conservation construction code where applicable. x �p ARC& BELOW 2. These plans are designed to meet or exceed the requirements of the N.Y.S. ��,Q� �000ctaN �� 00 Building Code. When building in other jurisdictions variations or adjustments may C �QQ be required, verify any such requirements with the local code enforcement agency. w Q N , 3. The Architect's certification applies only to this plan's conformance to the N.Y.S. -Ile — — — — Building Code and local codes. * 0351&1� 4. Assumed Soil Bearing Capacity: 1 ton /Sq.ft. virgin,to rest on footings 5. All in, undisturbed soil. 9 9 I 6. Concrete to be plain, unreinforced, 3,000 lb. — 28 day test, except for Garage slab LL- — — — — —� \ where Concrete should be 3,500 Ibs— 28 days test as per table R402.2 (RCNYS) VL 7. All lumber to be Hem. Fir— No. 2 with design values as follows unless otherwise CONSULTANT / o noted on plans: E=1,300,000 psi / Fb = 850 psi Fv = 75 psi 1 1 FcT= 1250 psi ; A_6 Fc = 405 psi A-6 — — / Ft = 500 psi 12 12 12 12 12 12 12 � 12 4 r 8. Design Loadings are as follows: 112 6 6 �6 6 24 24 24 24 F /// LOCATION LIVE DEAD DEFLECT LIMIT PLANNING `o i // 1 st FI. 40 LB 10 LB L/360 GROUP / Attic (Non Storage) 10 LB. 6 LB. L/360 N w ( / Attic (with Storage) 20 LB. 6 LB. L/360 Q a a a a a J / Roof (w/Fin. ceiling) 20 LB. snow 15 LB. L/360 w M M M M M M > /// Roof (wo/Fin. ceiling) 20 LB. snow 7 LB. L/360 OWNER M 0 0 0 0 0 0 Y / Ceiling beams may have to be increased for storage attics and rafters increased PROP. ROOF o / / for higher snow loads. CRICKET SLOPED I AT 3/12 MIN. 9. Provide double framing members around all openings. Provide headers above all JEANNE & JOSE CASTANO � � / r PROP. ROOF doors & windows. All headers to be (2) 2" x 8" unless noted otherwise on plans. � � 1700 GRATHWOHL ROAD CRICKET SLOPED ( / / 0 10. Connect joists to all flush headers, girders & ledgers, with steel framing / hangers, as per manufacturers instructions. ("TECO" or Equal) NEW H K AT 3/12 MIN. `� SOUTOLDOLD If Specific Connectors are specified, no substitutions are permitted. N.Y. 11956 11. Electrical work to conform to the National Electric Code. 12. The Architect assumes no responsibility for the construction means, methods, 4— _ _ — _ — — — _ — / / techniques, sequences, procedures, or for safety precautions & programs in connection with the work. There are no warranties, nor any merchantibility of fitness for a specific use expressed or implied in the use of these plans. c° I / 13. Contractor to verify all dimensions before starting construction, & notify Architect — ____ ___— __ I of any discrepancies immediately. Do not scale drawings, follow dimensions only. -7I 14. Any deviation from these plans without the written consent of the Architect will 2 I 2 negate the Architect's certification of these plans. q_7 A-7 I 15. All structural lumber that comes in contact with concrete shall be ACQ lumber. w w Use stainless steel, or treated metal connectors that come into contact w/ACQ lumber. II Z Z J J IILd Ld II •� m m —.�— 12 4�12� — 4 I REVISION AS PER ) O O O O 2 07-04-22 REVISION AS PER 1 04-04-22 TOWN'S COMMENTS TOWN'S COMMENTS p I I I NO. DATE REVISION 00 - = = - - - - - - - - - - - - - - - - - - - - - - - PROJECT TITLE N CHIMNEYS RIDGES RAKE EDGES RENOVATIONS AND I ( SKYLIGHT -- VALLEYS ADDITION AT: 1700 GRATHWOHL ROAD ( � I NEW SUFFOLK EAVE DORMERS SOU 1HOLD 956 EXISTING ROOF BELOW TO REMAIN AS IS ICE & WATER PROTECTION S.C.T.M.N. 1000-117-04-03 NOTE:PROVIDE ACCORDING WATER&ICE PROTECTION IN AREAS WHERE SHOWN. DRAWING TITLE II PROPOSED ROOF PLAN AND PROPOSED ROOF FRAMING PLAN '-74 Q 28'-1" (EXISTING) V-5j" 35-2j" NAILING: DRAWN BY IEG op EDGES: ON CENTE FIELD:12''ONCE ER CHECKED ,fC NAILING IN SHADED AREAS: (4'WIDE FROM WALL EDGE OR RIDGE DATE 07-31-2021 NOT INCLUDING OVERHANGS): EDGES&FIELD:6'ON CENTER&OVERHANGS SCALE AS NOTED NAILING FOR WALL SHEATING: SHEET NO. EDGES:6'ON CENTER FIELD: 12'ON CENTER DETAIL EIu9 Dept COPY from LBA ROOF PLAN ROOF AND WALL SHEATHING F'ina;revie,,md-do' ants SCALE: 1/4" = 1'-0" ATTACHMENT DIAGRAMS ZS F11 / I /1 / 0 2' 4' 8' 12' PROJECT 0721 NUMBER I � I I o z ARCHITECT 35'-0_' MAX. BUILDING HEIGHT I ! N � 12 12 2 x 6 PVC BRACKETS 6 r 6 (5) EQUALLY SPACED 12 SEE SECTION 4 ON 16 SHEET A-6 PROPOSED VINYL SIDING 6" EXPOSURE— COLOR TO BE PROPOSED COMP I � � 12 � 12 SELECTED BY OWNER , COLOR TO BE SELECTED BY OWNER 12 —__— ———— / 24 24 i ] 1 x 2 PVC SHINGLE MOLD 24 ---------- { \ PAINTED WHITE / \ / ! \ 1 x 2 PVC SHINGLE MOLD PAINTED WHITE • • • 1 x 6 PVC FASCIA BOARD \ 1 x 6 PVC FASCIA BOARD PAINTED WHITE \ n I• y_ sp . .fir. • J'',t,}h' b':". / / \ PAINTED WHITE �,' � C �a •/ I \ / I \ / \ / W \ 1 x 6 PVC FRIEZE BOARD PAINTED WHITE 12 / / x \ 1 x 6 PVC FRIEZE BOARD SEAL 4 r � / I / I \ PAINTED WHITE TW2656 I TW2656 // TW2656 TW2656 T.O. ATTIC SUBFLOOR / / \ SHED ROOF WITH 20' RADIUS FLAIR 09 CLAN T� — __——__- -- __ __ 12 SEE SECTION 1 ON SHEET A-6 coe1�o �92� ---------------- ---------------- 0UQ - ---------------- --------- / ———————————————— - - -- — ---------- \ 12 Uj -- ——————————————— \ I I // FWT 116 FWT 116 ———— FWT 116 —— NEW WINDOW FINISHED / III \ � � Y HEAD HEIGHT ® 8'-0" I / � \ NEW WINDOW FINISHED �. HEAD HEIGHT ® 8—0" 035Q� F G808 R WG 080 wGE 080 q E OF N� I I I ` NEW 3-1/2" VINYL DOOR & I WINDOW TRIM AS SHOWN ! VERIFY TRANSOM PART NUMBER TO MATCH EXACT DIMENSIONS r�KV I OF GLIDING PATIO DOOR AS SHOWN p NEW 3-1/2" VINYL CORNER TRIM AS SHOWNt]TW2656 TW2656 I NEW 3-1/2" VINYL CORNER CONSULTANT (EGRESS) EGRESS TRIM AS SHOWN 1 x PVC TRIM—PAINTED WHITE -' — SEE SECTION 4 ON SHEET A-6 21 Q pZ T.O. SECOND FLOOR SUBFLOOR 4 ---------------r==========__— a NEW WINDOW FINISHED FWT31 6 FWT t16 FWT 116 FWT V FWT 1t6 NEW WINDOW FINISHED HEAD HEIGHT ® 8'-0" I —__ — HEAD HEIGHT C 8'-0" PLANNING 3080 ENTRY - FWGE0801t FWGE080' GROUP 10" 0 ROUND TAPERED 1 WRAPAROUND COLUMN WITH 1 STRUCTURAL STEEL COLUMN INSIDE AS PER FRAMING PLANS ! ! 1 x PVC TRIM—PAINTED WHITE ON SHEET A-1 I — ElED El 11111 SEE SECTION 4 ON SHEET A-6 8080 O.H. DOOR OWNER OE I _� NEW O.H. GARAGE DOORS 0 VERIFY TRANSOM PART NUMBER NEW 2' MIN. CONCRETE APRON TO MATCH EXACT DIMENSIONS OF GLIDING PATIO DOOR AS SHOWN T.O. FIRST FLOOR SUBFLOOR TO i JEANNE & JOSE CASTANO MATCH EXISTING T.O. SUB FLOOR 1700 GRATHWOHL ROAD ——— —— — NEW SUFFOLK GRADE SOUTHOLD N.Y. 11956 18" x 18" CONCRETE PIER I SEE FOUNDATION PLAN I ON SHEET A-0 I I I I i I I NEW CONCRETE FOUNDATION PROPOSED FRONT ELEVATION F_ - -�� F----------------------------- L— WALLS AND FOOTINGS BELOW I �--------------------------------------------------------- i --� SEE FOUNDATION PLAN ON I-----II L—————————————————————————— L------ ------------- SHEET A-0 1'-0" 0 2' 4' 8' 12' s OZ 35-0" MAX. BUILDING HEIGHT I _ cV I I II I II I I II PROPOSED COMPOSITION SHINGLES COLOR TO BE SELECTED BY OWNER I I REVISION AS PER 2 07-04-22 TOWN'S COMMENTS I I II 1 04-04-22 I I I REVISION AS PER I I TOWN'S COMMENTS I I I NO. DATE REVISION ——————————————— —n 1 x 8 PVC FRIEZE BOARD PAINTED WHITE _ 11 PROJECT TITLE T.O. ATTIC SUBFLOOR I — __ ——_ __ ___ I I RENOVATIONS AND --- -��-------------- .I I I ADDITION AT: I EXISTING CHIMNEY TO BE NEW WINDOW FINISHED HEAD HEIGHT I EXTENDED ABOUT 7'-8" 7'-8" (THIS LEVEL SIDE ONLY) ! MIN. AS SHOWN TO BE 2' ABOVE NEAREST ROOF 1700 GRATHWOHL ROAD NEW 3-1/2" VINYL CORNER 1 WITHIN A 10' DISTANCE NEW SUFFOLK TRIM AS SHOWN SOUTHOLD ll' + N.Y. 11956 I = TW22035i TW2035 I = I NEW 3-1/2- VINYL DOOR & — � — WINDOW TRIM AS SHOWN Z Z � UL_ _ S.C.T.M.N. 1000-117-04-03 1 x PVC TRIM—PAINTED WHITE TW26510 TW26510 —� { TW2656 TW2656 TW2656 TW2656 SEE SECTION 4 ON SHEET A-6 (EGRESS) (EGRESS) DRAWING TITLE I ! � T.O. SECOND FLOOR SUBFLOOR I- ———————————— — ------------ NEW 3-1/2" VINYL CORNER ----------------- --- ------------------- ------ ------------------ ------ TRIM AS SHOWN PROPOSED FRONT ELEVATION NEW WINDOW FINISHED NEW WINDOW FINISHED a AND HEAD HEIGHT ® 8'-0" N HEAD HEIGHT ® 8'-0" ! Mid I PROPOSED RIGHT SIDE ELEVATION I I PROPOSED VINYL SIDING 6" EXPOSURE— COLOR 10" 0 ROUND TAPERED PROP. I I TO BE SELECTED BY OWNER DRAWN BY IEG WRAPAROUND COLUMN SEE FRONT PORCH DETAIL 1 ON SHEET A-7 I TW26310 1W26310 CHECKED is I TW2656 TW2656 ! TW26510 TW26510 (EGRESS) (EGRESS) I ! DATE 07-31-2021 ! ! I EXISTING BILCO DOORS SCALE AS NOTED T.O. FIRST FLOOR SUBFLOOR TO TO REMAIN AS IS MATCH EXISTING T.O. SUB FLOOR --------------- -- -- 1=------------------___ ---_ — --____---_—___— -------------- ---=-- = - - ----- -- ---= JN SHEET NO. GRADE F I i t I I J i l l i �/ Eltig Dept copyfromZBA F F!ns:reviewed documents NEW CONCRETE FOUNDATION I 1 I _J I I J i I WALLS AND FOOTINGS BELOW I I I I I ! i 1RA Fae/ 9 / PROPOSED RIGHT SIDE ELEVATION SHEET ASEE NDOATION PLAN ON �_�— L�J----------- --IJ-----------L_---------------1��IJ J EXISTING CONCRETE I I I I I J Ght I / / FOUNDATION WALLS TO REMAIN I I I i F SCALE: 1/4" = 1'-0" AS IS. SEE FOUNDATION PLAN ON SHEET A-0 AND SECTION 4 ON SHEET A-6 I I L-- ----------------� --�—� 0 2' 4' 8' 12' NEW CONCRETE STEP FOOTINGS I ———————— L1---_j-------------------J-------------- PROJECT NUMBER 0721 ' I z i i ARCHITECT 35-0" MAX. BUILDING HEIGHT iV �_ _ _ _ _ _ _ I 12 12 2 x 6 PVC BRACKETS 1-122 12 6 r 6 SEE EQUALLY SECTION 4PONED 61 6 SHEET A-6 PROPOSED COMPOSITION SHINGLES 12 COLOR TO BE SELECTED BY OWNER 12 12 24 / \ / \ PAINTED WHITE 24 24 / \ / -----+- \ „ • .,,:�; , . / --- - - - \ / --- -�— \ 1 x 2 PVC SHINGLE MOLD 1 x 2 PVC SHINGLE MOLD PAINTED WHITE • • 1 x 6 PVC FASCIA BOARD / \ // = J \\ + / \ 1 x 6 PVC FASCIA BOARD PAINTED WHITE // I \\ // Q� \\ PAINTED WHITE 1 x 6 PVC FRIEZE BOARD o-� ETW2631 TW263t0 / W� / \ 1 x 6 PVC FRIEZE BOARD SEAL PAINTED WHITE // N TW2652 LLTW26,92 a \\ 2 4 PAINTED WHITE ARCy7 T.O. ATTIC SUBFLOOR \ PROPOSED VINYL SIDING l�,� ppp Clq T� ------- _ - �2==_- ______ \ 6" EXPOSURE- COLOR TO BE � q� SELECTED BY OWNER 5 Lu N L /2 x 6 PVC BRACKETS \ NEW WINDOW FINISHED 5 EQUALLY SPACED \\ \ NEW WINDOW FINISHED k O HEAD HEIGHT ® 8'-0" SEE SECTION 4 ON \ " HEAD HEIGHT ® 8-0 0s5A� I I I I NEW 3-1/2" VINYL CORNER TRIM AS SHOWN 1 1 I I 1 1 I I I I I I I I I I I I I 2 II CONSULTANT I I I EXISTING REAR ROOF I I 1 1 Tw26 6 I l TO REMAIN AS IS 1 1 I I I I I 1 1 j 1 I eT.O. ATTIC SUBFLOOR � ___ Li=====_ _L—_ 1 --- == —_ ___---------- ---------=====--=== � VE 1 x PVC TRIM-PAINTED WHITE 11 -----------------------------\ ----------------- 1 SEE SECTION 4 ON SHEET A-6 I. . NEW WINDOW FINISHED � NEW WINDOW FINISHED PLANNING HEAD HEIGHT 08'-0" HEAD HEIGHT ® 8'-0" GROUP I I I I NEW 3-1/2" VINYL DOOR & 14-—— - WINDOW TRIM AS SHOWN �— -- 1 i NEW 3-1/2" VINYL CORNER OWNER I I I I 11 TRIM AS SHOWN EXISTING BILCO DOORS I TO REMAIN AS IS I TW2646 TW2646 TW2646 TW265 r=nA 1 - 18" x 18" CONCRETE PIER — SEE FOUNDATION PLAN T.O. EXISTING FIRST FLOOR � 1 -j � � � ON SHEET A-0 JEANNE & JOSE CASTANO o SUBFLOOR TO REMAIN AS IS GRADE 1700 GRATHWOHL ROAD NEW SUFFOLK 1 l 1 i i SOUTHOLD 1 1 I I WALVLSOAND FOOT1 GSNCRETE DBELOW N.Y. 11956 1 j I SEE FOUNDATION PLAN ON I I II I SHEET A-0 PROPOSED R EAR I N EXISTING CONCRETE _____________ ---- I 1 1 I I -� FOUNDATION WALLS TO REMAIN 1 1 AS IS. SEE FOUNDATION PLAN I I I I ON SHEET A-0 AND SEC11ON 4 1 1 L----------------------- 1 1 ------------------ 0 2' 4' 8' 12' ON SHEET A-6 r -��-i7- -----T -1-1 L —J--1-------------------- -----t-- J x C) Z_ I 35'-0" MAX. BUILDING HEIGHT (V II I I II I I PROPOSED COMPOSI1ION SHINGLES COLOR TO BE SELECTED BY OWNER II I I 2 07-04-22 REVISION AS PER TOWN'S COMMENTS I I REVISION AS PER I I I 1 04-04-22 TOWN'S COMMENTS II I I I NO. DATE REVISION II I II 1 1 I I PROJECT TITLE II I I _ 1 RENOVATIONS AND I ADDITION AT: NEW WINDOW FINISHED I I I I NEW WINDOW FINISHED HEAD HEIGHT ® 8'-0" I HEAD HEIGHT ® 8'-0" 1700 GRATHWOHL ROAD 1 ( NEW 3-1/2" VINYL CORNER NEW SUFFOLK TRIM AS SHOWN SOUTHOLD N.Y. 11956 PROP. GUARDRAILS O 1 LTW26310 J j AS PER CODE PROPOSED VINYL SIDING I S.C.T.M.N. 1000-117-04-03 6" EXPOSURE- COLOR TO BE TW2656 TW2656 j r7 = SELECTED BY OWNER B TWEEN WINDOWS TW2656 (EGRESS) (EGRESS) __ _ _ 1 DRAWING TITLE X Pp NEW INTERIOR WD. Q STAIRS BEYOND I Z N T.O. ATTIC SUBFLOOR i' e '- ---------------- -------- ----------------------------- PROPOSED ------ --------------� REAR ELEVATION NEW WINDOW FINISHED HEAD HEIGHT ® 8'-0" NEW WINDOW FINISHED AND I � HEAD HEIGHT ® 8'-0" TW2�56 PROPOSED LEFT i 1 x PVC TRIM-PAINTED WHITE SIDE ELEVATION 1 1 SEE SECTION 4 ON SHEET A-6 NEW 3-1/2" VINYL DOOR & j PROP. WINDOW TRIM AS SHOWN TW26310 LTW26310 r_____ FRONT PORCH 10" 0 ROUND TAPERED DRAWN BY IEG I WRAPAROUND COLUMN SEE - ___ DETAIL 1 ON SHEET A-7 CHECKED EXISTING BILCO DOORS L————— I JC TO REMAIN AS IS I TW2656 TW2656 1 NEW O.H. " " DATE 07-31-2021 � i II GARAGE DOORS 18 x 18 CONCRETE PIER 88 ———__ SEE FOUNDATION PLAN T.O. EXISTING FIRST FLOOR ——--— ON SHEET A-0 SCALE AS NOTED SUBFLOOR TO REMAIN AS IS ___ _ 1 1 GRADE _______ - NEW 2' MIN. CONCRETE APRON SHEET NO. GRADE I I �� L I L I rz —____ = I I r----t————————— I _L1 1 L L_____ I E Idg Dept copy from ZBA I ---J -- NEW CONCRETE FOUNDATION I I I P'in81 revie d d eats __ _ WALLS AND FOOTINGS BELOW y PROPOSED LEFT SIDE ELEVATION I I � L I I I I � -- I-------- � � I EXISTING CONCRETE ---------------------------I_________�--L_—��-- LL____---L—J SHEET SEE OANOATION PLAN ON 023 FOUNDATION WALLS TO REMAIN SCALE: 1/4" = 1'—O" i I �� L AS IS. SEE FOUNDATION PLAN I I ON SHEET A-0 AND SECTION 4 I 1 �----------------------I I ON SHEET A-6 0 2' 4' 8' 12' —L--------- —T --------------------� I L---_ _L_J LJ —— PROJECT 0721 "7 NUMBER / I I I I I 1 _ _ _ _ 35'-0" MAX. BUILDING HEIGHT I ARCHITECT 12 12 PROP. ROOF CRICKET 12 . w12 12 PROP. COMPOSITION SHINGLES 6 6 SEE ROOF PLAN g 2 x 10 R.R.'s 0 16 O.C. 6 6 2 x 10 R.R.'s 0 16" O.C. ATTACH SHINGLES WITH 6 ON SHEET A-3 FASTENERS PER SHINGLE 12 2 PLYWOOD SHEATHING T PAPER 12 -- _- 12 " I I I I I � 24 - �_ --_I I_____� it 12 ____ 12 ii � Y ' 24 24 2 x 12 FLAT PLATE 0 5-1/4 x 14 2.0E 5-1/4 x 14 2.0E PROP. ROOF CRICKET 5-1/4" x 14" 2.0E PROP. ROOF CRICKET J PARALLAM PSL PARALLAM PSL SEE ROOF PLAN PARALLAM PSL SEE ROOF PLAN m CONTINUOUS RIDGE CONTINUOUS RIDGE ON SHEET A-3 CONTINUOUS RIDGE ON SHEET A-3 ® n BEAMS AS SHOWN BEAMS AS SHO BEAMS AS SHOWN 2 x 10 R.R.'s 0 16" O.C. -- W - - \ -- -- • Q Lv - -- - 2 x 12 FLAT PLATE �� \ -- -- •'' I- .• p PROP. 2 x 8 C.T.'s 48" O.C. PROP. 2 x 8 C.T.'s 0 48" O.C. PROP. 2 x 8 C.T.'s O 48' O.C. M PROVIDE 1/2" LAG LTS AT ATTIC - PROVIDE 1/2" LAG BOLTS AT L ATTIC PROVIDE 1/2- LAG BOLTS AT 4r O Q EACH END TYPICAL (trNFlrnSxED) EACH END TYPICAL ROOF FLAIR / ATTICS I T.O. BLOCKING WITH 20' RADIUS (UNFtty�SitED) EACH END TYPICAL 2 x 10 R.R.'s 0 16" O.C. SEAL AND (2 LAYERS OF :" PLYWOOD (UNFINISHED) AND 12 FLAT PLATE PROP. 3/4" PLYWOOD SHEATHING 12 SHEATHING ABOVE T.O. ATTIC SUBFLOOR x PROP. 3/4" PLYWOOD SHEATHING 12 T.O. ATTIC SUBFLOOR 69 ARCyj�. S - - 12 -- -- 12 �l�,Q'�DpD CLq y F� C-D 2 x 10 R.R.'s O 16" O.C. 5-1/4 x 11-7/8" 1/2" GYPSUM BOARD 5-1/4" x 11-7/8" 2.0E 5-1/4" x 11-7/8" 2.0E LU NEW WINDOW FINISHED 2.0E P RALLAM PSL PROP. 2 x 10 C.J.'s PARALLAM PSL CONTINUOUS PARALLAM PSL CONTINUOUS a HEAD HEIGHT 0 8'-0" • ti CONTINUOUS FLUSH O 16" O.C. FLUSH CEILING BEAM " " 2-Q 3/4 x 6 BEAD BOARD SOFFIT ___ FLUSH CEILING BEAM T.O.W. 0 8-1-1/2 A.S.F. * � Uj CEILING BEAM 9" R-30 I SULATIO 3E F-: MAX. d 2 x 6 Y C.J.s = x 035A� y� _ 0 16" C. TO MATCH PROP. (2) 2 x 10 HEADER1. MASTER qr�OF N� r�d 3/4" x 6" BEAD BOARD SOFFIT h RAFTER LINE BEYOND U � BEDROOM J I I PROP. MASTER # 2 U PROP. EXTERIOR WD. FRAME WALL BEDROOM PROP. WD. BEARIN BEDROOM PROP. EAVE OUTLINE BEYOND +- POP. WD. BEARING Z ( ) O Z 0 SIDING SEE ELEVATIONS r #3 FRAME WA #2 U- I I FRAME WALL li 15 LB. FELT PAPER ® O 1/2 RIGID INSULATION M 00 0 1/2" PLYWOOD SHEATHING 3 I PROP. EGRESS WINDOW ® 1 5-1/2" R-19 INSULATION O PROP. 3/ T & G POP. 3/4" T & G 0 2 x"6 WD. STUDS 0 16" O.C. CONSULTANT P YWOOD SUBFLOOR 1 2 GYPSUM BOARD F= PLYWOOD UBFL00 / 2x10F.J's016 O.C. • 2x10F.J.'s016" O.C. T.O. SECOND FLOOR SUBFLOOR - - ----- - ---- --- - - VFLOOR SUBFLOOR ,. PROP. EXTERIOR WD. FRAME WALL NEW WINDOW FINISHED SIDING (SEE ELEVATIONS) 5 8" TYPE X GYPSUM BOARD 15 LB. FELT PAPER HEAD HEIGHT 0 8'-0" / NEW FLUSH CEILING BEAM PROP. 2 x 10 F.J.' 0 16" O.C. �� BEYOND. SEE FIRST FLOOR H 1/2" RIGID INSULATION PROP. PLANNING 9" R-30 BATT. INSULATION PROP. 'WD. BEARING FRAMING PLAN = 1/2" PLYWOOD SHEATHING LIVING ROOM 3/4" PLYWOOD SH-.ATHING FRAME WALL 5-1/2" R-19 INSULATION 2 x 6 WD. STUDS ® ,6" O.C. GROUP PROP. PROP. PROP. v 1/2" GYPSUM BOARD I GARAGE FOYER LIVING ROOM z o U- PROP. BEARING FIR ME WALL ! 5/8" TYPE X GYPSUM BOARD 0 OWNER GRADE LINE BEYOND 5-1/2" R-21 BA TT. INSULATION I 2 x 6 WOOD STUDS 0 16 O.C. .- 5/8" TYPE X GYPSUM BOARD T.O. FIRST FLOOR SUBFLOOR TO GRADE LINE BEYOND MATCH EXISTING T.O. SUB FLOOR w _ _, - _- - - - _ _ -_ - _ JEANNE & JOSE CASTANO PROP. 4 CONCRETESLAB GRADE , . O T.O.C. FOUNDATION HL ROAD 1700 GRATHWO T.O.C. FOU DATI N PROP. NEW SUFFOLK T.O.C. FOUNDATION �' WALL 0 - 0'-2" G ° CRAWL WALL ® - 0'-2" I = SOUTHOLD z WALL 0 - 0'-2" r SPACE N.Y. 11956 i� PROP. 2" C NCRETE LAB f d T.O.C. FOOTING 0 - 4'- 1 ire T.O.C. FOOTING 0 - 4'-2" __I r-'� SECTION 1 - 0 SECTION 3 i :. SCALE: 1/4" = 1°-0" L--- J i 0 2' 4' 8' 12' 3" 3" 0 2' 4' 8' 12' -8» (2) #5 CONT. STEEL REBARS I — - - - - - - - - - - - - -5-1/4" x 14" 2.0E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ii - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PARALLAM PSL CONTINUOUS RIDGE I BEAMS AS SHOWN II II 2 x 6 PVC BRACKET ^ 2 07-04-22 REVISION AS PER PAINTED WHITE L TOWN'S COMMENTS I I 1 04-04-22 REVISION AS PER II TOWN'S COMMENTS 3-1/2* x 9-1/4* TTI I I 3-1/2" x 14" CONT. 2.0E PARALLAM PSL NO. DATE REVISION WINDOW HEADER L1N1St ED I I 2.0E PARALLAM PSL RIDGE BEAM u ii u s 11 II 11 h 11 11 I II 1 1 I ' w YI f it 1 O.C. PROVIDE 1/2" LAG BOLTS AT n 11 II 11 u n 11 n II 'III II n II 11 " PROJECT TITLE EACH END TYPICAL 2 x 10 R.R.'s 0 16 O.C. BEYOND o T.O. ATTIC SUBFLOOR ii II n ii 11 11 Ii ii RENOVATIONS AND - - f l II II II II fl II I II II ICI' II 11 II II 11 11 II 11 I. II ADDITION AT: (3) 1-3/4" x 11-1/4" II II II II I II 2 x 6 PVC BRACKET CONT. 2.0E MICROLLAM 5-1/4" x 11-1/4" 11 II II 11 11 II 1 II I 11 PAINTED WHITE NEW WINDOW FINISHED LVL HEADER HEADER 2.0E PARALLAM PSL 700 GRATHWOHL ROAD o HEAD HEIGHT 0 8'-0" FLUSH CLG. BEAM vi F-: NEW SUFFOLK " Q 2: _j PROP. WOOD FRAME GABLE WALL SOUTHOLD 5/4 x 4 MAHOGANY U DECKING OVER SLEEPERS = U N.Y. 11956 AS SHOWN ON PLAN U Z 'iN I W.P. MEMBRANE OR L.C.C. MASTER I PROP. PROP. L`- PROP. NEW 2 x 12 ROOF LEDGER 0 W.P. MEMBRANE OR L.C.C. FLAT FLAT SOU)ERED SEAM TO SOLDERED SEAM OVER SUITABLE BEDROOM 0 Z ASTE MASTER = ATTACH WITH 5/8" 0 LAG BOTLS w .J EXTEND UP WALL MIN. 18 LLL 0 OFFICE STAGGERED 0 16" O.C. S.C.T.M.N. 1000-117-04-03 UNDERLAYMENT AND 3/4�f X LL- FRAMING AND BELOW DOOR # 2 ® ; BATH W.I.C. I PLYWOOD OVER 2 x BLOCKING — M SLOPED AWAY FROM HOUSE U QPAN AT OPENING 0 CV- 0 1/8" PER FT. ON TOP OF W Z 3 I EXISTING ROOF RAFTERS �' �' �� EXISTING 2 x 6 R.R.'s DRAWING TITLE THE 2 x 8 D.J.'s ® 16" O.C. 0 LL_s w p 0 ' SISTERED WITH NEW _ �-ICV PROP. 3 4 T & G AND CEILING JOISTS TO 3 / BE REMOVED AS SHOWN �' 2 x 10 R.R.'s ® 16" O.C. 0 Z ; O 0 PLYWOOD SUBFLOOR Mgt ® w 2 x 10 F.J.'s 0 16" O.C. o T.O. SECOND FLOOR SUBFLOOR m EXISTING CEILING JOISTS A'� REMOVED AS SHOWN ONPROPOSED PROP. 2 x 10 �C.J.'s 0 16" O.C. SHEETD-1 SECTION NEW WINDOW FINISHE _ ________ - ---- F-: �------ F- NEW 7" x 18" = NEW " x 8" I INEW 7" 9 1/4" I NEW 7 x 18" 2. E _ 10" 0 ROUND TAPERED 11 II 2.0E PARALLAM 2.0E ARA M 2 OE PARALLAM PARA. PSL FLUSH BEAM � WRAPAROUND COLUMN WITH I I I I PSL FLUSH BEAM J PSL USH BEAM I IPSL FLU H EAM I I C� PROP. EXTERIOR WD. FRAME ALL STRUCTURAL STEEL COLUMN I I J 1111111111111$IDING (SEEELEVATIONS) INSIDE AS PER FRAMING PLANS I U U B. F P R DRAWN BY IEG ON SHEET A-1 NEW (2) 2 x 10's i l PROP. Z R P. CL I z 1/2" ID INSULA 0 I I FLOOR LEDGER ATTACH LIVING LL_ EXIS NG FRAME WALL K TIC EN 11 BEDROOM# 1 1/2 PLYWOOD SHEATHING '- TO B REM VED AS - � CHECKED JC W/ J"O LAG BOLTS 1 5-1/2 R-19 INSULATION s SHOWN ` 2 x 6 WD. STUDS 0 16" O.C. T.O.C. FOUNDATION I I STAGGERED ® 16" O.C. I I 0 1 I I 0 WALL 0 - 0'-4" I I I 1 1 1/2" GYPSUM BOARD DATE 07-31-2021 PROP. I I FRONT PORCH j j PROP 3/4 T & G EXISTI G FLOOR JOISTS SCALE AS NOTED II PLYWOOD SUBIFLOOR TO REMAIN AS IS I T.O. . IFOU qDATION 2 x 10 F.JI s 0 16 O.C. T.O. FIRST FLOOR SUBFLOOR TO I I PROP. 4" CONC. SLAB WAL4 9 + 0'-7" T.O. EXISTING CONCRETE o MATCH EXISTING T.O. SUB FLOOR SLOPED 1 8" FT. - - - — ---- -- - - SHEET NO FOUNDATION WALL 0 0 0 S EL EXISTING DROP. BEAM An GRADE �` PROP. NEW (2) 2 x 10's EXISTING TO REMAIN AS IS .4- FLOORLEDGER ' CRAWL SPACE NEW 3-,/2" x 14" ATTACH W/ 1"0 I CRAWL SPACE 2.0E PARALLAM N T.O.C. FOUNDATION 0 Z 1 PSL FLUSH BEAM LAG BOLTS — EXISTING CONCRETE I '" STAGGERED " 1 T.O.C. FOUNDATION M w WALL 0 0'-0 FOUNDATION WALLS Slug Dept copy from LEH 0 16 O.C. 1 0 SHELF 0 - 0'-2" _ _ I TO REMAIN AS IS .- L ____J L---_-J EXISTING Final rPv e: dp Unts :. LBA Rifr x SECTION 4 F -1�---- ---- : . p l ;I EXISTING REMAIN A '` �. •..� I I I I •:: CELLAR -- -- SLAB TO REMAIN AS IS SCALE: 1/4 = 1 -0 ; EXISTING CONCRETE � L______-J �___ SLAB TO REMAIN AS IS 0 2' 4' 8' 12' 3" 3" T.O.C. FOUNDATION EXISTING CONCRETE (2) #5 CONT. STEEL REBARS WALL 0 0-O' FOUNDATION WALLSPROJECT'-8" TO REMAIN AS IS I NUMBER 0721 -- I ARCHITECT REFER TO FRAMING PLAN FOR HSS COLUMN SPEC. \ / a WOOD BLOCKING AS / \ / / \ NEEDED III \ Y F 3-1/2" x 4" CONT. 10" 0 TAPERED ROUND / 2.0E PARALLAM PSL \ / \ COLUMN L/ \ s RinrF \ SEAL / \ I PL3/8" CAP PLATE ° MIN. WITH 0 e (4)-3/4"0 A325 0 0 ° T.O. �p D CAL e 0. ATTIC SUBFLOOR / // __ _-®-- / O 2= \ \ I BOLTS (TYP.) o o 92 / / I \ \ _ ° QQ C1 O \ ----------- \ wp c� ° L 1 / / / ® ? I\ Q K = I (6)L.0 C.T CAP FLASHING o ° N Y NEW WINDOW FINISHED / S F- \ \\ �00 I (8) TYPICAL ° ° rr- HEAD HEIGHT @ 7'-8" /OPTIONAL 2 x 6 FLY (n = \ EIGHT ® 8-0 ° (THIS SIDE ONLY / C�A.'s O 16" O.C. \ \ a v Z I o o �� 0 \ \ \\ =o - REFER TO FRAMING ° 035� / LL O J \ \ PLAN ON SHEET A-1 ° q E OF N� 11.1 (2) 2 x 8 HEADER Q U \ \ - °° 0 00 10" 0 TAPERED ROUND 0 00 - 3-1/2" x 9-1/4* 2.0E PROP. PR P. COLUMN ( WOOD BLOCKING AS o r PARALLAM PSL HEADER OFFICE H LL 0 \ NEEDED °° •� j 00 N o 0 0 PROP. 3/4" T & G I ° 0 00 CONSULTANT rxi� PLYWOOD SUBFLOOR I o° O 2x10F.J.'s016O.C. O o N Te 0. SECOND FLOOR SUBFLOOR _/ ---- -/--------- NOTE: NOTE: 00 ---_-= CONFIRM PATIO I ALL PAT10 SLABS TO BE 4" THICK P.C. a L / STONE & OVERALL W/ W.W.F. 6 x 6-W2.9 x W2.9 WITH 00 NEW WINDOW FINISHED - DIMENSIONS I HAUNCH ON SUITABLE COMPACTED FILL =� _/ 00 TT HEAD HEIGHT @ 8'-0" __u L__�---iL__si___L__JL__ 1___L__1___L__JL �— N 7" x 18" 2.OE I I L _ ___ I = PARALLAM PSL PLANNING I I � I FLUSH BEAM \ I o --I WD. STAIRS a. ° I a°. Simpson Strong-Tie GROUP PROP. EX117RIOR WD. FRAME WALL U j ? v v °.a ° ' ° HDU2 WITH SIDING (SEE ELEVATIONS) PROP. �Cv '�` e-�C-'--�C �C 15 LB. FELT PAPER Z �-' a . v THREADED ROD O 1/2" RIGID INSULATION KITCHEN 1/2" PLYWOOD SHEATHING OWNER 5-1/2" R-19 INSULATION O e I. ° 2 x"6 WD. STUDS O 16" O.C. I STI G FLOOR 1/2 GYPSUM BOARD 0 I I � IITO RE AAIN FER TOFOUNDATION \RE PLAN FOR T.O. PIE ___ I 11"x11"x1/2" B.P. I I v W/ 1/2" DIA. ANCHOR I ° c v T.O. EXISTING FIRST FLOOR 0. X�ISTIN ONCRE E BOLTS AT CORNERS AS v. SUBFLOOR TO REMAIN AS IS I -___- _ _-__ _ _ _ _- FOUNDATION WALL ® 0-0 NON PERSHRINK GROUT a I ■' ° a REFER TO FOUNDATION 28" MIN. 28" MIN. JEANNE & JOSE CASTANO GRADE ° ° 6 PLAN FOR PIER SIZE (3- / 1 RA IO) (3 / 1 RA 10) v AND SHEETOAAOON ON 1700 GRATHWOHL ROAD EXISTING (EXISTING CONCRETE ° ' °� 1 ° NEW SUFFOLK CRAWL SPACE (FOUNDATION WALLS EXISTING CONCRETE I TO REMAIN AS IS SOUTHOLD FOUNDATION WALLS I ULL HEIGH ULL HEIGH ULL HEIGHT N.Y. 11956 TO REMAIN AS IS I I SHEATHING SHEATHING H EATHING = / I 00 SECTION 2 ri COLUMN DETAIL -7 SCALE: 1-1/2 _ 1 -0 HOLDOWN(TYP.) SCALE: 1/4 1 —0 0 2' 4' 8' 12' 0 2' 4' 8' 12' EXAMPLE OF TYPE II SHEARWALL WITH 3 FULL HEIGHT SHEATHED SEGMENTS NOTES: 1. SHEAR WALLS PERPENDICULAR TO RIDGE MUST HAVE A MINIMUM LENGTH >ATION WALL OF 30'FULL HEIGHT SHEATHING WITH NAILS SPACED @ 6"O.C. 2. SHEAR WALLS PARALLEL TO RIDGE MUST HAVE A MINIMUM LENGTH OF 23'FULL HEIGHT SHEATHING WITH NAILS SPACED @ 6"O.C. 1 1/4"x20GA-G 185 >2T T GALV.STRAP W/7)8d COM. NAILS IN EA. END @ 16"O.C. 0 T LAP STRAP UNDER BTM. CL OF SILL AND NAIL p„ NO. DATE REVISION Q M ° SLOP IF NEEDED PROJECT TITLE (4) 10d NAILS 1 E NAILS RENOVATIONS AND EACH PLATE) MAXIMUM�' SILL SEALER STEEPNESS PNESS " 5/8"O ANCHOR BOLT 1-7/8"O ANCHOR BOLT ADDITION AT: WITH PLATE WASHER 2-1/2"x 2-1/2"x 1/4" (ALL THREAD ROD) TERMITE •;: SEE PROP. FOUND. PLAN 2 CONCRETE 20-SDS 114 x 3(STUD) SHIELD ON SHEETA-1 FOOTINGS 1700 GRATHWOHL ROAD ° NEW SUFFOLK SOUTHOLD FOUNDATION/ N.Y. 11956 h7 .•�Yb .•: yf q 5/8" 0 STEEL REBAR '• WALL STRAPPINGr7--� CONCRETE STEP FOOTINGS @ 24" O.C. HORIZONTALLY 6 AND VERTICALLY HOEDOWN HDQ-8 S.C.T.M.N. 1000-117-04-03 A-7 SCALE: NOT TO SCALE A-7 SCALE: NOT TO SCALE 42 q a DRAWING TITLE 8 4 8" THK FOUNDATION WALL FOUNDATION WALL BEYOND, CONFIRM 4, PROVIDE 36" SPLICE CONFIRM O.H. DOOR ROUGH 5/8" 0 1" HOOK OPENING & THICKNESS REBAR TIED INTO PROPOSED HEIGHTS & WALL THICKNESS 4° FOOTING AND WALL BLOCKING SECTION 2 AND FOUNDATION WALLS AND FOOTINGS 1.2^SPACING L2"SPACIN @ 24"O.C. TO MEET THE REQUIREMENTS OF REBAR @ 24 O.C.) ALLOWS ALLOWS ALLOWS DETAILS SECTIONS R403 AND R403.1.4, INSTALLATION NOSTALLLATION PITCH DRIVEWAY AWAY HOLDOWN HOLDOWN FROM OPENING CORNER STUD INSTALLATION 1 1/4"x20GA-13185 STEPPED FOOTINGS TO MEET THE CONNECTEDTO GALV.STRAP WITH O REQUIREMENTS OF SECTION 4 TRANSFER SHEAR FRAME WALL 7)8d COM. NAILS IN _ R403.1.5 OF THE RESIDENTIAL TIE TOGETHER HOLDOWN HOEDOWN NAILS @ COMMON0"O C. EACH END �16"O.C. EL +. CODE OF NEW YORK STATE 2007((cc —'•X X -- EDITION 4 HDQ-8 HDQ-8 DRAWN BY IEG LAP STRAP UNDER BTM. Q ° - Q OF SILL AND NAIL Q %.',' , '• , • 4 TERMITE '°�K NAILS 6"O.C. CONNECTED TO JC SHIELD (4) 10d NAILS � ' �L2-16d COMMON CORNER STUD SIDEWALL °� SIDEWALL CHECKED �° •', ''• ° ° TRANSFER SHEAR . NOTE: o ° DATE 07-31-2021 • " P 8" 0 REBAR 4 THICK P.C. SLAB W/ a. : q 4 4Qc ®3 CONC. FOOTING ENDWALL ENDWALL • " ••• 4" X 24 CONCRETE APRON W.W.F. 6 x 6-W2.9 x W2.9 SILL SEALE 5/8"O ANCHOR BOLT WITH WITH HAUNCH ON SUITABLE SCALE AS NOTED '. ' PLATE WASHER 2-1/2"x 2-1/2"x 1/4" W/ REINF. HAUNCH COMPACTED FILL. REFER TO SPEC. SEE FOUND, PLAN ON SHEET A-0 SHEET NO. CONFIRM FOUNDATION WALL HEIGHTS EQ. EQ. E4. EQ. FIGURE 3.8b FIGURE 3.8a & THICKNESS ON SHEET 2.a RN R TO WALL REINFORCING CORNER STUD HOLDOWN DETAIL-4 STUDS CORNER STUD HOLDOWN DETAIL-3 STUDS NOTES & DETAILS FOR TYPE AND SPACING 1 -8�� N.T.S. WITH BLOCKING(N.T.S.) E'iug Dept COPY from ZDA Final reviewed do, is FOUNDATION/ ZEAfr;.;e* ��a 3 2 WALL STRAPPING 3 APRON DETAIL 4 FOUNDATION WALL 5 HOLDOWN DETAIL A-7 SCALE:-NOT TO SCALE A-7 SCALE: NOT TO SCALE �-7 SCALE: NOT TO SCALE A-7 SCALE: 1/4" = 1'-0" PROJECT O�� NUMBER 4" VENT 4" VENT 4" VENT ARCHITECT THRU ROOF THRU ROOF THRU ROOF CEILING 4"V 4"V 4"V CEILING GYPSUM BOARD ": $ • i v ,- MASTER BATE #2 BEDROOM3 POWDER ROOM 00 2- 10d NAILS 10-8d NAILS o w ---___ 1 1/2" V 1 1/2" V_ V 1 1/2 2 x 4 CONTINUOUS -- --I------� r-------1— _ '--------- LATERAL BRACE > I I I i t @ 16"O.C. I I I II? 00 Simpson Strong-Tie o SEAL I SINK SINK SINK I SINK LTP4 H2 SHOWER I 5d COOLER NAILS GABLE END �o ARCy� 2ND FLOOR STALL I TUB 2ND FLOOR @ 10"O.C. TRUSS/WALL `�G� �p00 OfAN rF� 2 �2' 2" Qy y CEILING JOIST ENDWALL STUDS 4"V C.O. C.O. 4"V C.O. 20 GA.STRAP 2" 2 LED A35 2 x 4 BLOCK NAI /. TO EACH BRACE O W/4-10d NAILS 10-8d NAILS 035A�A � 4"V KITCHEN POWDER ROOM LAUNDRY 4„� BE #1 slMPsoN q E 03 H2 HURRICANE --___ OF- 1 1/2" V CLIP @ 16" I , i r_ I i I BRACING GABLE ENDWALL I j I j I j N.T.S. SINK SINK ••° SIINK ••° SINK 1 SINK SINK DETAIL CONSULTANT WASHER RAFTER/TOP PLATE CONNECTION 2 ------ SHOWERI DW " " STALL I I-------�I 1ST FLOOR 2" 2" 2" 2" 2" 2" I 1ST FLOOR 2" 2 4"V 2" " C.O. C.O. --- 4"V C.O. C.O. 4"HOUSE DRAIN 4"V PITCH 1/4" PER FOOT C.O. 4"V I CO 4" C.I. HOUSE TRAP PLANNING C.O. GROUP TO APPROVED S.C.H.S.D. SANITARY SYSTEM OWNER BASEMENTBASEMENT SIDING(SEE ELEVATION S}---._. 1/2"PLY.SHEATH. Roof framing When not aligned with rafter connect king studs to top plate, wrap 1-1/4"galv.20 ga.coil strap FRAME WALL over top of top plate and nail. 4"CONCRETE SLA Double top plate C JEANNE & JOSE CASTANO PLUMBIl-'TG RISER 2x4Cripple 6 x 6 WELDED WIRE FRAM •E F.J.'s @ 16"O.C. 1700 GRATHWOHL ROAD to NEW SUFFOLK Studs @ 16"o.c. d SOUTHOLD N.Y. 11956 N.T.S. 4 ' ° .e a b Simpson H2 connector Simpson LSTA21 @ ea.rafter to stud and kings(When aligned) V.. , CS 16 da Header FIBER JOINT Sill Plate ramed Opening for window(or ext.door) Simpson LSTA21 ALUMINUM FLASHING c 'S CONC.FOUND. WALL • r ° F2 pecial lif connect s BITUMINOUS DAMPROOFING 0 •' r quired f r his area � LTP4 ° ° 2 x 4 Studs @ 16"O.C. o LTP4 00 F1 Simpson Strong-Tie ° o Rim Joist Stud to Band Joist FLASHING DETAIL e o HOUSE CONNECTION 6 ROOF RAFTER Simpson Strong-Tie Strapping to run onto SCALE: 1-1/2"= V-0" Strapping to be 1-1/4"w.20 ga. H3 rim joist and wrap under galy.coil stock. All strapping mud sill at foundation to bear a min.of 12"on framing RIDGE BEAM story)One sto Min.nailing as per table 3.3b 1995 AFPA/WFCM NO. DATE REVISION Detail DETAIL Header Connection 5 PROJECT TITLE RIDGE STRAPPING 3 N.T.S. PROVIDE"SIMPSON"STRONG TIE STRAP FROM RAFTER TO RAFTER OVER TOP OF RIDGE BEAM SIMPSON H2 16" OVATIONS AND @ 16"O.C.MIN.FASTEN W/8 N10 NAILS SIMPSON H3 16" ADDITION AT: 1700 GRATHWOHL ROAD NEW SUFFOLK SOUTHOLD DETAIL N.Y. 11956 CANTILEVER FLOOR PROP. 8" x 8" x 5/8" STL. BASE PROP. 3" 0 S1IL. COLUMN S.C.T.M.N. 1000-117-04-03 BASEMENT PROP. 3/4" BOLTS. TYP. DRAWING TITLE CS20 PROP. NON—SHRINKING GROUT (1 APPROXIMATE) PROPOSED HIGH WIND DETAILS 9"MIN. �a d a d AND p LTS 5/8' 0 LAG BO END L NGTH a PROPOSED PLUMBING STAGGERED @ 16" RISER DIAGRAM • LTS12 CLEA SPAN PROP. CONC. SLA a ;'" d v d d'° v,' ` MATCH EXISTING ' . d DRAWN BY IEG 4:',a o . ' d' d• CHECKED ,J(; •• ,... r d SIMPSON 4 U-HGR.@ 16" WELL COMPATED DLL 'd Simpson Strong-Tie • END LMNGTH a, d d d v DATE 07-31-2021 • 4 d, �• •� . ) . .PROP. CONC FTG v . SCALE AS NOTED A MIN. OF 7 8dIry a COMMON NAILS IN EACH END OF SHEET NO. Simpson Strong Tie U 1-1/4"x 20 GA.STRAP ' DETAIL DETAIL NEW FOOTING IN DETAIL PORCH/DECK/JOIST/HOUSE CONNECTION $ 9 EXISTING BASEMENT LOAD PATH/FLOOR FRAMING DETAIL = CEILING JOISTS TO TOP PLATE SCALE: 1" 1'-0" 10 Elcg Dept ciopy from ZBA Final revievoed docu tI ZSA Fite #� —7 A ,D«t., f / 1 /a PROJECT 0721 NUMBER i ARCHITECT Sd NAILS 04"o.c. RIDGECONNECT�o� 3 TYPICAL VENTING RIDGE DETAIL SEE 307.4 x. PITCH AND STEEPER,RAFTER SPAN UP TO 36' USE LSTA911 CONNECTION W/ A TOTAL OF 8/10D NAILS „ l.0 SCALE: 3" - 1'-0" ***FOR ROOF PITCH LESS THAN 7�2 CONSULT ARCHITECT WRAP INSECT SCREEN CUT THROUGH NOTE: WHEN A COLLAR TIE IS USED IN THE UPPER Ya OF THE STUD BEAM (CONTINUOUS NAILS BASED ON ROOF SYSTEM W A MIN. OF 5 10 D NAILS PER CONNECTION THE FINISHED WOOD CAP s` BEVELED CEDAR FOR VENTING BEVELED CEDAR FOR VENTING SHEAR WALL STUDS • • '' `.; / RIDGE STRAP DOES NOT HAVE TO BE USED '�1/N (45 DEG. ANGLE CUT EVERY 12" O.C. ) REQUIREMENTS WIDTH OF VENT IS 4" WIDE) _' • s < :; • ` 5 L.C.C. FLASHING W/ 3/4 BENT EDGE "'. RAFTER TO PLATE TO STUD 1 x 3 SPRUCE LATH qOW W/ A L30 W/ A MIN OF 4-10D NAILS 16" O.C. (VERTICAL AND HORIZONTAL) 1X3 SPRUCE VERTICAL LATH SEAL RAFTERS WITH A SPAN UP TO 36' USE H7 RAFT-R-MATE-ATTIC RAFTER VENTS BY 0 RAFTER SPACING 4" 8" NO CEILING CONNECTOR W/ 4-8D'S IN RAFTER, 2-8D'S IN OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE DIAPHRAGM ��ARCy�T PLATE, 8-8D'S IN STUD INSTALLED BEFORE SPAY-FOAM. VREQUIRED CENTER 2x BLOCKING e �000c�gN F� ADEQUATELY FASTEN TO SUPPORT SPRAY-FOAM ADEQUATE CONNECTORS & ON SHEATHING JOINT rQe 9m CURING. STRAPPING TO CODE 9� PLAN VIEW ON WOOD GABLE FA STRUCTURAL PANELS 1/2" PLYWD. FACE AND ON WALL BELOW �� .e� W/ 30# FELT AS PER SPEC. P TAPERSAWN ROOF SHAKE AS `O� BASED ON SHEARWALL REQUIREMENTS ossg5��1 PER SPEC. AT 5 1/2- EXP. qrE OF N� GABLE ENDWALL R'`�o8, 1X3 SPRO.CUCE HORIZONTAL LATH ® 5 6 BALLOON FRAMING DETAIL1/2" ACING CONSULTANT I.0 SCALE: 3/4 e �o 1/2" PLYWD. 0 o W/ 30# FELT AS PER SPEC. The new Residential Code of New York State refers to the American Forrest �® Paper Association publication "Wood Frame Construction Manual (WFCM), RIDGE DETAIL High Wind Edition." The contractor and framing foreman should be familiar PLANNING REFER TO ROOF FRAMING with this manual and be responsible for building in conformance with it. GROUP SHEET FOR RIDGE BEAM SPEC. The WFCM has a chart which describes the required nailing or stapling EADER TO TOP PLATE TO RAFTER CONNEC-nM] connections between all structural members. This page is a diagram of OWNER ER TO PLATE TO HEADER CONNECTION TO BE MADE W/H6 typical strapping applications for high wind uplift and lateral forces. Please ORS MIN OF 8- NAILS W/ A L W/ MIN. OF BETWEEN TWEEN RAFTER TO PLATE CONNECTION consult the architect if there are specific conditions which are not covered in LS BE the manual or on this diagram page. JEANNE & J❑SE CASTAN❑ 1700 GRATHW❑HL ROAD NEW SUFF❑LK HEAUER To JACK7K—ING STUDS RAFT—R—MATE—ATTIC RAFTER VENTS BY S❑UTH❑LD OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE NOTE:ALL NAILS AND STRAPS THAT COME IN N.Y. 11956 \ HEADERS UP TO 4' LONG W/ ROOF SPAN UP TO 28' TO BE FASTENED INSTALLED BEFORE SPAY-FOAM. CONTACT W/ ACQ. SHALL BE ZMAX RATED. TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS ADEQUATELY FASTEN TO SUPPORT SPRAY-FOAM CURING. \ KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x \O 3" SCREWS TAPERSAWN ROOF SHAKE AS PER SPEC. AT 5 1/2" EXP. \ HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 28' TO BE FASTENED TO THE JACK STUDS W/ A CS16 MIN. 22-10D NAILS 1X3 SPRUCE VERTICAL LATH ® RAFTER SPACING \ KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x 3" SCREWS HEADERS UP TO 4' LONG W/ ROOF SPAN UP TO 36' TO BE FASTENED � TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS 1/2" P.T. PLYWD. W/ 30# FELT & 'CEDAR BREATHER' THIS CONDITION ENDS MIN. 24" PAST PLANE KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x OF EXTERIOR WALL 3" SCREWS BLOCK RAFTER BAYS O \ \ W/2 x MATERIAL FOR AIR SEALING HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 36' TO BE FASTENED 2 6 \ NOTE:TO THE JACK STUDS W/ A (2)CS18 MIN. 36-10D NAILS NO GYPSUM BOARD REQUIRED IN 11 PRIMED & PAINTED 5/4 TRIM BD. ON \ KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF ESDSV4 x UNFINISHED ATTIC SPACES. 2 6 ALL,SIDES (CONSIDER AZEK) W/ 3" SCREWS 2ZEK SPACERS FASTENED WOTH 41 FINISH ANAILS OR TO BE SCREWED TO .70 1/2" PLYWD. DRYWALL AS PER SPEC. ,Q SCREENED VENT INSULATION AS PER SPEC. S D EC S CO C NOTE: — — — — — — — — 0 _ REFER TO GUTTER \ 16" O.C. STUD TO STUD CONNECTIONS SHALL BE MADE W/ '� & HANGAR SPEC. \ LSTA24 STRAPS MIN 10-8D NAILS PER STRAP NOTE: THIS BUILDING SHALL COMPLY WITH AND REFERENCE 2 0 (EACH STUD TO RECEIVE 5 NAILS) THE 2018 INTERNATIONAL RESIDENTIAL CODE � 4 NOTE: L.C.C. METAL DRIP EDGE WINDOW ILL PLATE CONNECTION ALL STRAPS AND CONNECTIONS TITLED ARE RUN PLYWD. LONG & CUT TO FIT \ � \ FOR WINDOWSILL SPANS UP TO 8' THE SILL TO STUD CONNECTION TO BE SIMPSON CONNECTORS AND CAN BE AS SOFFIT IS FABRICATED O SHALL BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS FOUND IN THE SIMPSON CATALOGUE. THIS / WOOD BLOCKING AS REQUIRED Nz DIAGRAM APPLIES TO A HOUSE CONTAINING41 FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION A 7/12 PITCH-12/12 PITCH. IF PITCH IS SCREENED VENT \ SHALL BE MADE W/ HGA10 CONNECTION W/ 8-SDSy4 x3" SCREWS SHALLOWER OR STEEPER REFER TO> TYPICAL 1= \ ARCHITECTS CUSTOM SPECIFICATIONS. = REFER TO DETAIL SHEETS TO PEC1X SOFFIT, REFER \ Z F- FOR MOULDING & TRIM SPEC. JACK/KING STUD TO PLATE f REFER TO V REFER TO FRAMING SHEETS SHEET 8.b & 8.c FOR SOFFIT HEADER OR BOX CONNECT. FOR HEADER SPEC. DETAILING AND MOULDING INFO THE JACK/KING STUD CONNECTION SHALL BE MADE W/ HGA10 VW/ A MIN. 8-SDS-y4x3" SCREWS. MATCH STRAP CONNECTION AND MIN NAILING ON HEADER TO JACK STUD FOR JACKSTUD/DECK/STUD CONNECTION MIN. NAILING APPLIES TO STUD CONNECTIONS NOT IDECK \ \ \ 2 TYPICAL 'HOT ROOF' DETAIL l.c SCALE: 3" - 1'-0" nPTI N TO BID FOR HOT ROOF NO. DATE REVISION HEADER TO SUPPORT BRIDGING. Rafters and ceiling joists shall be supported 16" O.C. STUD TO STUD CONNECTIONS SHALL a � \ STUD CONNECTION laterally by solid blocking, diagonal bridging (wood or metal) BE MADE W/ SPH6 STRAPS PROJECT TITLE or a continuous 1—insh by 3—inch wood strip nailed across MIN 10-8D NAILS PER STRAP (EACH STUD TO RENOVATIONS AND MATCH "HEADER TO JACK/KING STUD" coNECTIONs the rafters or ceiling joists at intervals not exceeding 8 feet. RELIEVE 5 NAILS) ZMAX RATING WHEN IN ADDITION ATI \ 1700 GRATHW❑HL Q O CONTACT W/ ACQ. WINDOW SILL PLATE TO ROAD \ SUPPORT STUD CONNECTION CEILING JOIST v NEW SUFF❑LK \ O S❑UTH❑LD GABLE END N.Y, 11956 FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION WALL PLATE SHALL BE MADE W/ HGA10 CONNECTION W/ 8-SDSy4 x3" SCREWS FOR 2-10d NAILS O O WINDOW SILL SPANS UP TO 8' THE SILL TO STUD CONNECTION SHALL EACH TRUSS NAILS $.C.T,M.N. BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS - - - a DRAWING TITLE IL O GYPSUM BOARD DOUBLE SILL PLATE NO FURRING HIGH WIND DETAILS MASONRY CONNECTION 5d COOLER SPECS AND NAILS ®7 o.c. TYPICAL DETAILS FOR A SINGLE STORY. SILL PLATE CONNECTION To BE MADE W/ %" 2x4 BLOCK NAILED ANCHOR BOLT W/ BP SIMPSON BOLT WASHER PLACED EVERY 72° ON CENTER TO EACH BRACE 2-10d NAILS BOX TO SILL PLATE TO BE CONNECTED , WITH 4-10d NAILS ALIGNED W/ EACH STUD STRAP (16" O.C.) o MAVN H IEG 16" O.C. STUD TO STUD CONNECTIONS FOR 2 STORY. SILL PLATE CONNECTION TO BE MADE W/ �" ANCHOR o BOLT W/ BP 10d NAILS ENDWALL STUDS W/ AN LTP4 MIN. 10-8D NAILS CHEaCED is SHALL BE MADE W/ LSTA15 STRAPS MIN 10-8D NAILS PER STRAP SIMPSON BOLT WASHER PLACED EVERY 36" ON CENTER 06 O.C. NAILS MATCH SPACING OF WIND 21 (EACH STUD TO RECIEVE 5 NAILS) NOTE: THE NEW CODE FOR HIGH WIND WOOD FRAME CONSTRUCTION 5d NAILS LSTA21 20 GA. STRAP BY SIMPSON LOAD STRAPPING DIAGRAM E AS NO 2 D REQUIRES A SIMPSON "BP" WASHER ON THE ANCHOR BOLTS. ALSO, THE ® 7"o.c. WITH 16-10d NAILS PER TABLE 306G scAiE AS TE ANCHOR BOLTS MUST BE 36 INCHES MAXIMUM ON CENTER WHEREVER THE FRAME WALL DIRECTLY ABOVE IS A FULL TWO STORIES TALL. 1. SIZE AND NUMBER OF NAILS IN STRAP AS SHEET NO, REQUIRED FOR LOAD GIVEN IN TABLE 306G BOX TO SILL PLATE TO BE CONNECTED ALIGNED W/ EACH STUD STRAP (16" O.C.) W/ AN LTP4 MIN. 10-8D NAILS Esc Dept copy from'Lt3a rina�reviewed do ents LSA File �7a� CEILING CONNECTION TO TYP. WIND LOADING STRAPPING ��at�: 3 1 TYP.WIND LOADING STRAPPING DIAGRAM GABLE ENDWALL DETAIL 4 5 DIAGRAM FOR SPLIT SILL S I.0 SCALE: 3/4" = 1'-0" ISOMETRIC VIEW - BALLOON FRAMED GABLE ENDWALL I,C ALTERNATE GABLE END FRAMING IF BALLOON FRAMING IS NOT CHOSEN I,C ISOMETRIC VIEW SCALE: 3/4" - 1'-O" PROJECT NUMBER 0721 i Table 3.2 Sill or Bottom Plate to Foundation Connection Exposure B Footnotes for Table 3.2A Exposures B aC Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral andExposure Requirements for Wind(Cont.) 2018 IRC TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf,Wall DL=121 pif t Shear Connection Requirements Prescriptive limits are based on assumptions in Table 3,2. (Prescriptive Alternative t0 Table 3.4) Wind Speed 3-second gust(mph) Anchor bolts shall be uniform) distributed along the length of the sill late.For anchor bolt limitations see Section WIND DESIGN SUBJECT TO DAMAGE FROM (See Figure 1.1) 110 315 120 130 140 2 Y g g P GROUND Wind SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN 3.2.1.7. Wind Speed Roof Required Capacity of Connect n I'z 34 3 3 second gust(mph) 90 95 100 105 !10 115 120 130 140 !SO 160 170 180 195 SNOW Special DESIGN Frost DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL Foundation q P � (P� Sill plates are assumed to be treated Southern Pine. See Fi re i.i LOAD Speed Topographic Wind borne CATEGORY Weathering line Termite TEMP REQUIRED INDEX TEMP Connections Span 4 Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height.For other(mph) eff�:cts debris depth U L S U L S U L S U L S U L S Wall region zone p Supporting (ft) conditions,multiply value by the following adjustment. Rafter/Ceiling Joist Height Number of 8d Common Na or lOd x Nails(Toenailed) Moderate 1 500 Spacing(in.) Required in Each Rafter and/or Cei g Joist Top Plate Connection s 20 PSF 130 NO NO 1 B Severe 3'-0" To Heavy 15 YES NO OR LESS 51.7"F 12 - * 134R - * 147R - * 160R 23 ' 188R 49 * 218R 16 - - 10 40 73 Roof+1 Floor Roof+2 Floors Roof+3 Floors (ft.) LISTED TABLES TAKEN FROM THE 2018 WOOD FRAME CONSTRUCTION MANUAL (WFCM) RoofJ;<1 20 6 23 5$ 96 Walt Height 8' 10, 8' 10, 8' 10, 12 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 Floor 24 16 35 76 144 Top Plate to 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 28 6 27 48 94 144 16 Table 3.1 Nailing Schedule 32 14 37 61 112 168 Roof Pitch Ridge Height Adjustment Factor 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 Sill Plate to ft 24 8 3 3 3 3 3 3 4 4 S 5 5 5 5 5 36 22 47 74 131 192 10 3 3 3 3 3 3 4 4 5 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86 , 5 5 5 5 6 Foundation Prescriptive Number of Number of 20 - * 202R - * 221R - * 240R - ' 282R 24 * 327R 56.12 5' 0.66 0.79 0.71 0.$6 0.74 0.90 limits are based on assumptions in Table 3.4. = When ceiling foists are installed parallel to rafters,the Sum of the toenails in the raker and ceiling joist shall equal or exceed the tabulated number of nails required. Joint Description Common Nails Box Nails Nall Spacing Craw Space or Roof&2 . 24 4 47 10' 0.66 0.79 0.71 0.86 0.74 0.94 Basement) 3 To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top plate or 3 toenails in each side when ROOF FRAMING 28 - - 22 71 Rafter to Top Plate (Toe-nailed) (see Table 3AA) (see Table 3.4A) per rafter Floors 32 - - - 40 95 S. 0.72 0.86 0.75 0.90 0.77 0.93 Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist 36 - - 1 58 119 >6:12 10, 0.87 1.00 0.85 1.00 0.84 1.00 fastened p l 2x6 top plate. Ceiling Jolst to Par,aliel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap - - - - - ' Where tap plate-to-ridge heights exceed 10',they shall be adjusted as follows: 07 Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 28 - * 295R - ' 321R - * 1376RI * 437R 20' 1.15 1.29 1.04 1.19 0.91 1.14 Roof&3 32 20' lots 1.29 1.04 1.19 0.99 1.14 Collar Tie to Rafter'(Face-nailed) (see Table 3.6) (see Table 3.6) per tle Floors 23 a Height B' 10' Blocking to Rafter(Toe-nailed) 2.8d 2-10d each end 36 - - _ 47 Top Plate to Ridge Rim Board to Raker(End-nailed) 2-16d 3.16d each end - - - Height(ft) Adjustment Factor 12 79 436 3 87 4363 94 436 3 23 111 436 3 49 129 436 3 10, 1.00 1.00 WALLFRAMiNG 16 - 10 40 73 15 1.15 1.25 Top Plate to Top Pilate (Face-nailed) 2-16d 2 16d per foot 20 - 6 23 58 96 Top Plates at Intersections (face-nailed) 4-itid 5-16d joints-each side Roof 24 - 16 35 76 120 Table 3.28 Bottom Plate to Foundation Connections(Anchor � Q��®c i.ao 1.50 Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. Bolts)Resisting Lateral and Shear Loads from Wind Exposures 44 Header to Header ilFace-nailed) 16d 16d 16"o.c.along edges 28 6 27 48 1 168 an C 3z 1a 37 61 112 16s (Prescriptive Alternative to Table 3.2) Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 15A) per stud Wall Bottom Plate 36 22 47 74 131 192 Bottom Plate to Floor joist,Bandjolst,Endjolst 2-16d11 2.16d" per toot to Foundation 20 - 79 436 3 - 87 436 3 - 94 436 3 - 111 436 3 24 129 436 3 For Exposures B&C and all Wind Speeds or Blocking (Face-iaalled) (Slab-on-Grade) Roof&1 24 - - Maximum Anchor 4 47 Anchor Bolt Diameter(in.) Spacing(in.) Table 3.4B Shear Walls Resisting Uplift and Shear' FLOOR FRAMING 28 - - - 22 71 FloorExposure Joist to Sill, Top Plate or Girder (Foe-nailed) 4-8d 4-I0d per joist 32 - - - 40 95 1 2- 31 (Prescriptive Alternative to Table 3A Bridging to Joist (1'oe-nailed) 2-8d 2-10d each end 36 - - 1 58 119 5 8" 48 Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Roof&2 28 79 436 3 - 87 436 3 - 94 436 31 - ill 436 3 - 129 436 3 1 Prescriptive limits are based on assumptions in Table 3.2. Wind Speed 3-second gust(mph) Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each bock 32 _ - _ - 23 See Fi ure 1.1 90 95 100 105 li0 115 120 130 140 150 160 170 180 195 Ledger Strip to Beam(Face nailed) 3-16d 4-16d each joist Floors 36 - - - - 47 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist U = Connector uplift load. the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor Top&Bottom of Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Wood Structural Panel Shear Wall Band Joist to Sill oir Top Plate(Toe-nailed) 2-16dt 3-16d per foot L = Connector lateral load(perpendicular to the wall). bolt limitations see Section 3.2.1.7 and 3.2.2.3. Requirements Panel Nailing 3 Tabulated anchor bolts Requirements S _ Connector shear load(parallel to the wall). spacings for shear toads assume walls are sheathed in accordance with section 3.4.4,2. For other :,; ROOF SHEATHING Nait Maximum Roof Span(ft) R = L/W for wind perpendicular to the ridge and W/L for wind parallel to the ridge,where W is the building width and wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment Sheathing Shear Wall Rows of Wood Structural Panels 8d i0d (see Table 3.10) factor in Table 3.17D but in no case shall anchor boltspacings exceed 6 feet on center, Spacing Diagonal Board Sheathing L is the building length. Thickness Nailing Nails in 2-8d 2-lod per support • Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. 4 Lateral connections shall be designed to resist the loads in Table 3.5. 4 4 1"x6`or i`x8" 7 16 OSB or 8 Common _ _ _ _ 1"x10"or wider 3 Sd 3 lOd per support Table 3.2C Sill or Bottom Plate to Foundation Connections 15/32"plywood Nails @ 4"panel 1 - - - CEILING SHEATHING See footnotes 1-4. Gypsum Wallboard Sd coolers 5d coolers 7"edge/10'field ®�`I�� 3 36 36 36 36 36 28 20 12 (Anchor Bolts)Resisting Uplift Loads from Wind with species of edge spacing and 6 36 36 36 36 36 28 20 12 y Footnotes for Table 3.2 (Prescriptive Alternative to Table 3.2) plies having 12"field edge 2 s 4 36 36 36 36 36 36 36 36 36 32 24 20 16 12 WALLSHEATHING G20.49 acin 3 36 36 36 36 36 36 36 36 36 36 36 36 32 24 Wood Structural Panels 8d 30d (see Table 3.11) Wind Speed 3-second gust(mph) 7116"OSB or 8d Common 6 90 95 100 3o5 110 115 120 130 140 150 160 170 180 195 Structural Fiberboard Panels I Tabulated uplift and lateral toads shall be permitted to be multiplied by 0.75 and 0.92,respectively,for See Fi re i.i 15/32"plywood Nails @ 6"panel i� 4 36 36 35 36 36 28 20 12 - 1/2- 11 ga.gale. roofing nail - 3"edge/6"field framing not located within 8 feet of building corners. with species of edge g and 3 36 36 36 36 36 36 36 36 24 20 12 12 - (0.120"x1 2/2"ton x T/16"head) g g Sill or Bottom Plate to p g spacing 8 Plate Foundation 6 36 36 36 36 36 36 36 36 24 20 12 12 Z Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 9 psf Foundation Anchor Bolt Maximum Anchor Bolt Spacing(in. t,x plies having 12 field edge s - 25/32" 11 ga.gaiv. roofing nail - 3"edge/6"field 0.6 x 15 psf=9 psf)and wall assembly dead load of 73 If 0.6 x 121 If Connection Resisting Size Supporting ) Gt0.49 spacing 2 4 36 36 36 36 36 36 36 36 36 36 36 28 24 20 (0.120"x1-3/4"long x 3/8"head) ( P P ) Y P ( P ) g 3 36 36 36 36 36 36 36 36 36 36 36 36 36 32 3 Tabulated shear capacity requirements assume all walls are sheathed in accordance with Section 8 En 6 5d coolers 5d coolers 7"edge/10"field lOd Common , - - - - - Gypsum Wallboard 3.4.4.2. For other wall sheathing types the tabulated shear capacity of the connection shall be divided 1-3 stories 72 72 72 72 72 72 71 57 43 35 30 27 24 22 15/32"O56 or " 1 4 36 36 36 36 36 36 28 16 12 - Hardboard 8d 8d (see Table 3.Si) g YP P ty 2x4 Nails�6 panel - 8d 8d (see manufacturer) by the appropriate sheathing type adjustment factor in Table 3.17D. Interi Zon . plywood with edge 3 36 36 3636 36 36 36 36 32 24 20 16 12 Particleboard Panels ° Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height. 1-3 stories 72 72 72 72 72 72 72 66 50 41 35 31 28 26 species of plies g"spacing and 6 36 36 36 36 36 36 36 36 32 24 20 16 12 - Uplift loads 12 field edge s Diagonal Board Sheathing pp For other conditions,multiply value by the following adjustment. 8'En one having Gt0.49 spacing 2 4 36 36 36 36 36 36 36 36 36 36 36 36 32 24 2-8d 2-10d per support 1-3 stories 72 72 72 72 72 72 72 68 51 42 36 32 29 26 3 36 36 36 36 36 36 36 36 36 36 36 36 36 36 1"xl or 1"x8" Interi Zon See AWC/ANSI Special Design Provisions for Wind and Seismic(SDPWS) far proper esign and detailing of wood structural panels i"xi0"air wider 3-8d 3-10d per support Roof+1 Floor Roof+2 Floors Roof+3 Floors 2x6 , FLOOR SHEATHING 1-3 stories 72 72 72 72 72 72 72 72 60 49 42 37 34 31 used to resist combined shear and uplift from wind. Wall Height 8' 10' 8' 10' 8' 10' Where framing has a specific gravity of 0.49 or greater,tabulated maximum roof spans shaill be permitted to be multiplied by 1.08, Wood Structural Panels 1"or less 8d l0d 6"edge/12"field Top Plate to Ridge 8 P 8 h' lOd ifid 6"edge/12"field Roof Pitch Adjustment Factor Hei ht(ft) but in no case shall they exceed a span of 36 ft. greater than i" Tabulated values for Diagonal Board Sheathing 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86 ' plywood assume plywood with a species of plies having a specific gravity of 0.49 or greater.For plywood with other species,multiply the tabulated maximum roof spans by 0.90. 56:12 5 0.74 0.87 0.71 0.91 0.74 0.94 Footnotes to Table 3.3A ' Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1%"and a single row of fasteners 1"x6"on"xB" 2.8d 2-20 per support , 1"x10'or wider 3-sd 3-lad per support SO' 0.74 0.87 0.76 0.91 0.78 0.94 Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge.Alternative nailing schedules shall 5' 0.72 0.86 0.75 0.90 0.77 0.93 r Prescriptive Limits are based on assumptions In Table 3.3. shall be placed'/."from the panel edge. be used where wall sheathing nailing is reduced.For example,if wall sheathing is nailed 3 inches on-center at the panel edge to >6 12 10, 0.87 1.00 0.85 1.00 0.84 1.00 1 Anchor bolts shall be uniformly distributed along the length of the sill plate.See Section 3.2.1.7 for anchor bolt limitations. s Wood structural panels shall overlap the to member of the double obtain higher shear capacities,nailing requirements for structural members shall be doubted,or alternate connectors shall be 15' 1.01 1.14 0.95 1.10 0.91 1.07 ' Sill plates are assumed to be treated Southern Pine. P tap plate and bottom plate by 1S4".Rows of fasteners shall be�4" apart with a minimum edge distance of%".Each row shalt have nails at the specified spacing, used to maintain the toad path. 20' lots 1.29 1.04 1.19 0.99 1.14 Where the lateral force resisting system is other than wood structural panel shear walls the number of anchor bops required shall be increased by = When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to multiplying by 3.25. 1-16d nail per foot. r The number of foundation sill plate anchor bolts can be determined for other load cases by multiplying by the appropriate adjustment factor given in the following table: Minimum Roof/Ceiling Assembly■2S psf Root/Ceiling Assembly■2S psf ® Foundation Building Floor■12 psf Floor■20 psf Floor■12 psf Floor■20 psf Floor■12 psf Floor■20 psf Floor■12 psf Floor■20 psf Table 3.3A1 1/2"Anchor Bolts-Foundation Sill Plate Connection � Table 3.3A4 5/8"Anchor Bogs-Foundation Sill Plate Connection .� Partition■a pst Partnbn*n psi Partklon■tt psi Partition■!psf Partition•S pst Partition■g psi Partition■8 t Partklon■6 psf Resisting Shear Loads from Seismic(prescriptive C71 �. �" .'�® Supporting Dimenston,w THE NEW 2018 INTERNATIONAL RESIDENTIAL CODE ADOPTED BY NEW YORK STATE REFERS TO THE 2018 WOOD FRAME ,� AFr Resisting Shear Loads from Seismic(prescriptive wen o n a l s wan■n* s wan■no l f wan■ino wan■1so f wan■na l tt wan o nto Is wan=110 H alternative to Table 3.3) - - � " 1 f 2 alternative to Table 3.3) - � = 5/48 (ft•I Foundation sill plate connection shear load adjustment factors CONSTRUCTION MANUAL(WFCM) FOR ONE-AND TWO-FAMILY DWELLINGS DEVELOPED BY THE AMERICAN WOOD COUNCIL'S(AWC) (head Load Assumptions:Roof/ceiling=15 psf,Floor-12 psf,Partition-8 psf,Wall-110 pif; (Dead Load Assumptions:Roof/ceiling-15 psf,Floor=12 psf,Partition=8 psf,Wall=110 pif; 12 2.33 1.41 1.00 2.20 1.51 1.60 1.18 1.28 WOOD DESIGN STANDARDS COMMITTEE .THE CONTRACTOR AND FRAMING FOREMAN SHOULD BE FAMILIAR WITH THIS MANUAL Ground Snow Load=30 psf,Lateral force resisting system:Wood structural panel shear walls) Ground Snow Load=30 psf;Lateral force resisting system:Wood structural panel shear walls) _ ,-16 -1.30 1.39 £ w .1.00 1.12_ R 1.49 r„1.59 T 1.20 H _ 1.31 n AND BE RESPONSIBLE FOR BUILDING IN CONFORMANCE WITH IT. THE WFCM HAS DEVELOPED GUIDES TO WOOD CONSTRUCTION 20 1.27 1.3R 1.00 1.13 1.47 1sa S.z1 i.33 IN HIGH WIND AREAS. USE OF THE HIGH WIND PROVISIONS OF THESE GUIDES WILL RESULT IN DESIGN SOLUTIONS THAT ' Minimum � SDC A� SDC B SDC C Minimum SDC A SOC B SDC C Roof,Ceiling 24 1.24 i.37 1.Ob 1.14 I,45 1.57 2.21 1.35 Foundation Building W L/W L Foundation Building L/VIJ t/w L/W &1 Floor 2g 1.22 _ 1,36 1.00 1.14 1.44 _ 1.57 1.21 _ 1.37 PRESCRIPTIVELY MEET THE APPLICABLE REQUIREMENTS OF THE WFCM, IRC,AND IBC, THESE GUIDES CONTAIN FIGURES AND Supporting Dimension,W 1 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 Supporting Dimension,W 1 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 32 1.21 1.35 1.00 1.15 1.43 1.56 2.23 1.38 TABLES DESCRIBING THE REQUIRED NAILING OR FASTENERS BETWEEN ALL STRUCTURAL MEMBERS WITH THE RESPECTIVE k Number ofBoks Required 173'`ss (ft) Number of Bolts Required"'''`'s'6 36 2.19 1,34 1.00 1.16 1.42 1.56 1.23 2.39 SPACING. SHEET 1.0 IS DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR HIGH WINID UPLIFT AND LATERAL FORCES. PLEASE 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 12 1.36 1.46 1.00 1.13 1.48 1.58 1.12 1.25 CONSULT THE ARCHITECT IF THERE ARE SPECIFIC CONDITIONS WHICH ARE NOT COVERED IN THE MANUAL OR ON THE DIAGRAM 16 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 16 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 >,......� ,.. ...� -,.�..,»,,,m..»- �,.,M,-,�...,w,..,�.-�„,.,, -.__-...�.,,�. 1.4 � 1.00 lots ,. 1.44 1.57 "� 1.13 1.28 . _�,- .. .,...,..��.w. ,,._.�... .�,.., a, .��. SHEET 1.0 24 1 2 1 1 1 1 1 2 2 2 1 2 2 3 3 220 4 1 1 1 1 1 1 1 2 1 2 1 1 1--�,.,....2, 2 ..... 1,29 ....,. 1.4334 w„ .- .,F 1.Ud". .. "1.17 1A 1,55 1 i3.,,. ..„,>,,...I.30._r Roof,FlooCeilr 24 1 2 2 1 1 2 2 2 Roof,Floor 1 1 2 2 2 Rtoot,C ors 24 1,27 2.42 1.00 1.18 1.40 1.55 1.14 1.32 ADDITIONAL DESIGN CRITERIA: - 1 Floor 2 Floor &2 Floors 28 - 1 1 1 1 , 2 :. 1 2 ,-. 2_ 2 2, 2 2 3 3 d. 28 1 1 1 1 1 1 1- 2 , ,, ;2 2 1 2 2 2 3 28 _ i 25 2 42 100 1.19 1.38 1.54 1.14 1.33 32 1 1 1 1' - 1 1 2 2' - 2 2 2 3' 32 1.23 1.40 1.00 1.19 1.36 1.54 1.14 1.34 1. GRAVITY LOADING: 32 1 1 1 2' - 1 2 2 3' - 2 3 3 4' 36 1 1 1 1' 1 2 2 2' 2 2 3 3' 36 1.21 1.39 1.00 1.20 1.3S 1.53 IAA 1.35 A. FIRST FLOOR- COMBINED LIVE AND DEAD LOAD=50 PSF 36 1 1 2 2' - 2 2 3 3' - 2 3 4 4' - - 1I 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 12 1.37 1.49 1.00 1.14 1.46 1.57 1.09 1.23 16 1 1 1 1 2 1 1 2 2 2 1 2 2 2 3 16 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 FLOOR-COMBINED TOTAL LIVE AND DEAD LOAD=40 PSF -,16 34 ., �..47 u ,,_ <.00 1.16,.. ... > .K 1.42 .. ... 1.56,.<._- .,m.,....:1.09 1. 20 1 i 1 1 2 1 2 2 2 3 2 2 3 3 4 20 1 ' 1 1 1 1 1 1 2" z 2 i 2 2 2 3� 20"`� 4iY''i;30"� '�'x"�1.46 1.00 '� 1.28 1.40 loss i.io ` �i:'26 2s " C. ROOF- GROUND SNOW LOAD 25 PSF+DEAD LOAD 15 PSF=40 PSF 1 1 2 2 1 2 2 3 3 2 2 3 3 3 litoof,Ceiling 2. WIND LOADING: Roof, loons & Roof, loosCeiling,& &3 Floors 24 118 IAA 1.00 1.20 1.37 1.54 1.10 1.30 A. WFCM GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREA 130 MPH EXPOSURE B HIGH!WIND GUIDE 2 Floors 24 1 1 1 Z 2 2 Z 2 3 3 2 3 3 4 5 2 floors 24 1 1 1 1 2 1 2 2 2 2 4 28 1.25 1.44 1.00 2.21 1.35 1.53, _ 1.20 1.31 _ 28 1 1 2 2 2 2 2 3 4 4 3 3 4 5 6 28 1 2 3 3 4 32 1,24 1.43 1,00 1.21 1.34 1,53 1.11 1.32 UNLESS OTHERWISE NOTED. 32 1 2 2 2' - 2 3 4 4' 3 4 .,.5 6' 32 1 1 2 2' - 2 2 3 3' 2 3 4 5r - > > 36 1 2 2 2' - 2 3 3 3� 3 4 4 5' - 36 1.22 2.42 1.00 1.22 1.32 1.52 1.11 1.33 3. DESIGN PRESSURE: 36 2 2 2 3 - 3 3 4 5 - 4 5 6 7 A. AS PER 2018 IRC SECTION R609 EXTERIOR WINDOWS AND DOORS 12 1 1 1 i 1 1 1 1 1 2 1 1 2 2 2 Effective seismic weight used to determine foundation sill plate anchorage load includes 2014 of ground snow Toad where the ground snow load exceeds 30 12 1 1 1 1 1 1 1 2 2 2 1 Z 2 2 3 6 16 1 1 1 1 2 i 2 Z 2 3 2 2 3 3 4 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 1 2 I' 2 2 2 3 2 2 3 �3 -�-� 4 psf. Sos used for SDC A,B,C,Da.Di and DI are as follows:5�*0.17 for SDC A;Sos=o.33 for SDC B;Sm=0.50 for SDC t;5os=0.67 for SDC Oa;5m=0.83 for SOC DI; 4. LIGHT AND VENTILATION: * 4ftt M V prvT M R S�=1.17 for SDC Di. A. AS PER 2018 IRC SECTION R303 LIGHT,VENTILATION AND HEATING Roof,Ceiling& 1 .Wr� 2 2 2 2 2 3 3 `4 Z 3 4 4 - 5 Roof,Ceiling& 24 1 2 2 2 3 2 3 3 4 5 3 4 5 6 7 24 1 1 2 2 2 2 2 3 3 3 2 3 4 4 5 3 Floors 3 Floors 3 3 d d 3 A ,, A 5 6 � The number of foundation sill late anchor bolts Is based on a building len h l.,equal to 80 ft. 5. ENERGY CODE CALCULATIONS: 28 2 2 ' i 3 3 3 3 4 5 6 a s 6 7 a 2B 1 z 2 2 2 2 p g � " A. REFER TO THE 2018 IECC 7 7 7 32 1 2 2 3' 2 3 4 4' - 3 4 S 6' 32 2 .:..2 ,.,,. 3 3 - 3 4 5 6 - 4 6 7 9 - 36 2 3 3 4' - 4 5 6 7' - 5 7 9 10' 36 2 2 3 37 - 3 4 4 5' 4 5 6 7' Minimum SDC Do SDC D, SDC D= Minimum SDC Dp SOC DI 5DC D= Foundation Building L/W L/W L/w Foundation Building L/w L/W L/W Supporting Dimension,W 1 1.5 2 2.5 3 1 1.5 2 2.S 3 1 1.5 2 2.5 3 Supporting Dimension,W 1 1.5 2 2.5 3 1 1.5 2 2.5 3 1 2.5 2 2.5 3 Table 3.36 Bottom Plate to Foundation Connections(Anchor Botts)Resisting Shear ft Number of Bolts Re uired"43'ss'6 12 Number ofBolts Required""" from Seismic 12 1 1 1 1 2 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 1 2 2 16 1 1 2 2 2 1 2 2 2 3 2 2 3 3 4 16 1 1 1 2 2 1 1 2 2 2 1 2 M 2 2 3 <.._ ...,,..1 �-..,..... �,. . .�„_._ ,. row,.:., .;,,., III.>„.- �.,. _ � � M .s - ., �«, .,, -� --�--�- . ----�-�•rt �-•��- �-� �� -p•-� V DATE REVISIONS 20 1 2 Z 3 3 2 2.,_ 3 �~�,.•n.-rn 4 2 3 3 4 5 Roof,Ceiling,& 20 i 1 2 7 2 1 2 2 2 3 2 2 3 3 4 For Seismic Design Categories A,8,C,Da DI,and D2 Roof,Ceiling,& 24 1 2 2 2 3 2 2 2 3 3 2 3 3 4 5 24 2 1 Floor 28 2 2 3 4 5 2. 3 4 .5 5 3 4 4 5 6 1 Floor 28 - 2 2 3 3 3_ 2 2 3 4 4 2 3 4 5 S a n) 3 6 3 4...: .6 7 8 32 2 2 3 4' 2 3 4 4' 3 4 5 6' h Di r 6 ARC Anchor Bo meter(in.) Maximum Anchor Bolt Sparing(t � A 32 2 3 4 5' - 3 4 5 6' - 4 5 7 8' 36 2 3 4 4' 3 3 4 5' 3 5 6 6' 1/2" 67 �,� �pD CLgN F 'la Dept� - p copy from LF3p 36 3 4 5 5' - 3 5 6 7' - 5 6 8 9' �� q Final revie,md docu ents 12 1 2 2 2 2 Z 2 2 3 3 2 2 3 3 4 12 1 1 1 2 2 1 1 2 2 2 1 2 2 3 3 QQ 1gA File#r -7-7,)` 16 2 2 3 3 4 _2 3 3 4 4 3 3 4 5 6 "' "" ""p°°-�" 16 1 2 2 2 3 2 2 2 3 3 2 3 3 4 4 5/8" 72 C'3 - -n, ._.. . -_.,._ .�-.---.,�,.._ __ _. w,-." �M _ -a .,, _ _. --..�. W Q Gato: n.. ... .,..._. ,.., ..r _,�„ ,. m .. Roof,Ceiling,& 20 2 2 3 3 3 2 3 3 a' 4 3 3 4" 5 6 1 Tabulated anchor bolt spacings assume shear walls are sheathed in accordance with Section N j 20 2 3 3 4 5 A 3 3 4 5 6 3 5 6 7 „8 - g� Root,Ceiling,& 24 2 3 3 4 4 Z 3 4 5 5 3 4 5 6 7 types the tabulated anchor bolt spacings shall be multiplied by O 24 3 d 4 5 . 6 3 4 S 6 8 4 6 7 9 10 I Floors 3.4.4.2.For other wall sheathingg 2 Floors 28 Z _3 4 5 5 3 - A. _5 6 7 4 5 7 8 9 PROPOSED PLANS 28 3 , ,,4 6. 7 7 4 5 7 8 9_ 5 7 9 11 13„ 32 3 4 5 6' - 3 5 6 7' - 5 6 8 107 the appropriate sheathing type adjustment factor in Table 3.17D.For anchor bolt limitations 035ar' 32 4 5 7 8' - 5 6 8 107 - 6 9 11 14' > > 7 see Section 3.2.1.7. 'Q P 36 3 5 6 6 - 2 6 7 g 6 8 3 11 E °F 1 700 GRATHWOHL ROAD 36 5 6 8 9' - 6 8 20 11' - 8 12 14 15' - 12 2 2 2 2 3 2 2 2 3 3 2 2 3 4 4 I Wail bottom plates are assumed to be treated Southern Pine. 12 2 2 3 3 3 2 3 3 4 4 3 3 4 5 6 16 2 2 3 3 4 2 3 3 4 4 3 4 4 5 6 16 2 3 4 4 5 3 4 4 5 6 4 5 6 7 8 Z�m 3 q ,.�. " SUFFOLK NEW YORK Roof,Ceiling& . A 5 3 3 4 A564 5 6-� T' 8 NEW 28 5 8 10 I2 6 12 8 10 it 24 3 4 5 5 6 3 4 6 fi 8 4 6 8 9 11 Roof,Ceiling& 3 Floors 3 Floors 5 � 6; 1f) 13 6 8 11 13 15 28 3 .,. 5 ...- 6 ... _ 7 . „8 4- 6 7 8 9 6 8 10 12 13 , k 20 3 4 5 6 T 4 5 6 7 8 5 6 24 A 5 6 8 9 5 6 8 9 11 6 . $ 14 i6 19 32 4 6 7 8' S 7 9 10' 7 9 12 14' } DESIGN CRITERIA • o 32 6 8 10 12' - 7 9 12 157 - 9 13 17 20' 36 S 7 8 9' 6 8 10 11� 8 11 14 16' ALL NEW WORK TO CONFORM WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC). h 36 7 9 12 13 - 8 11 15 16 - 11 16 20 22 See footnotes 1.7. DRAWN BY: LEG SHEET NO.: See footnotes l fi. , IN ADDITION FOLLOW THE SUPPLEMENT TO THE 2018 NEW YORK STATE ENERGY CONSERVATION * , r CHECKED BY: ZTC CONSTRUCTION CODE WHERE APPLICABLE. „• SCALE: AS NOTED A- 1 O _: ' ISSUED DATE: 07-31-21 L Table 3.5 Top and Bottom Plate to Stud Lateral Connection ExposureTable 3.6 Ridge Connection Requirements for Wind Exposure B Table 3.10 Roof Sheathing Attachment Requirements for Wind posureR301.2.1.2 Protection of Openings Requirements for Wind Loads (Dead Load Assumptions: Roof Assembly DL=10 psf Loads Exterior glazing in buildings located in windborne debris regions shall be Wind speed Wind Speed3aecondgust(mph) protected from windborne debris.Glazed opening protection for windborne 3-second gust(mph) 90 95 too 105 110 115 120 30 40 150 160 170 180 195 (See Figure 1.1) 90 95 100 ios iio 315 120 13 iso 160 17o igo 19s debris shall meet the requirements of the Large Missile Test of ASTM El996 Wind Speed (See Figure 1.1) 3-second gust 90 95 100 105 110 115 120 130 140 150 160 170 180 195 Rafter Fastener Spacing and ASTM El886 as modified in Section 301.2.1.2.1.Garage door glazed Roof Span (mph) Roof Pitch Required Capacity of Ridge (pit}taa.e Sheathing Location' /Truss panel Interm. opening protection for windborne debris shall meet the requirements of an (ft) g Spacing Edges Su Uplift Load per Nail(Ibs) (See Figure 1.1) 12 28 39 51 64 77 91 105 36 169 205 243 284 327 397 (in.) approved impact resisting standard or AN51/DASMA 115. (in.) (in.) (in.) 1z 16 37 52 68 85 103 121 141 82 226 274 325 379 436 529 -� - ,- , Wall Height{ft) Unit Framin T 20_m_ 7.4- 65 t 85 106 i28 152 176 27 282 342 406 473 5a5 661 12 9 19 21 23 25 28 30 3 2 47 53 60 67 78 Exception:Wood structural panels with a thickness of not less than 7116 inch 6 6 9 10 it 12 13 14 15 1 2 24 27 30 34 39 141 159 1 3:12 24 56 78 102 128 154 182 211 72 339 410 487 568 654 793 12 4 4 6 7 7 8 9 9 10 1 1 16 18 20 23 26 (11 mm)and a span of not more than 8 feet(2438 mm)shall be permitted 8 45 SO SS 61 67 73 79 l 129 148 a79 568 758 873 925 3 3 5 5 6 6 7 7 8 1 12 14 is 17 20 for opening protection.Panels shall be recut and attached to the framing 10 53 59 66 72 79 $7 94 111 129 148 168 190 212 249 3` 74 05 137 170 206 243 281 63 452 �,. .:.�,. .-.F.-.,.,,.-... .,,,�>E,•..-.„,�... . ,.._.- -.,-� ....._._.,-. 547 649 758 873 1057 p 6 12 23 25 28 31 34 37 40 4 5 62 70 79 89 104 surrounding the opening containing the product with the glazed opening Iff FA 12 61 68 76 83 91 100 109 128 148 170 193 218 245 287 ' ? 36 83 118 154 192 231 273 316 09 508 616 730 852 982 1190 14 69 77 85, 94 103 112 122 144 167 191 218 246 .275 323 12 26 35 45 55 65 77 88 13 139 168 199 231 266 321 16 6 6 12 13 14 16 17 19 20 2 2 31 35 40 45 52 4 4 8 9 10 10 11 12 14 1 1 21 24 27 30 35 Panels shall be predrilled as required for the anchorage method and shall be 16 77 85 94 104 114 124 135 ; 159 184 . 212 241 272 305 358 16 35 47 60 73 87 102 118 50 186 224 265 308 354 428 `-""` ""� Interior Zone 3 3 6 7 7 8 9 9 10 i 2 16 18 20 23 26 are provided.Attachments shall be .�-�......�.. �..-r..-..... .v.......,s . �•7n-.,p..,.�., - ��w�... _..H,.-_ .,,- secure with the attachment hardware ided " `V" - 147 88 232 280 331 385 443 536 - 20 43 58 75 91 109 128 6 12 27 30 33 37 40 44 48 5 6 74 84 95 107 125 g p 18 86 93 103 113 124 136 148 174 201 231 263 297 333 391 4:12 za 52 70 89 110 131 153 176 26 279 336 .397 463 532 643 designed to resist the component and cladding loads determined in 20 96 100 ill 123 135 147 160 218 250 285 321 360 423 19 2 6 6 14 15 17 19 20 22 24 2 3 37 42 48 54 63 accordance with either Table R301.2(2)or ASCE 7,with the permanent 1 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located within 8 feet of corners. 2s 61 8z 119 146 174 204 235 63 325 448 530 w 547 709 850 corrosion-resistant _.- .�.k. . .:_- 4 4 9 10 li 12 i4 15 16 i 2 25 28 32 36 42 attachment hardware provided and anchors 32 69 94 119 146 174 204 235 OS 372 448 530 617 709 857 36 78 1o5 134 164 196 230 264 38 418 504 596 694 797 964 6 2 34 37 1 6 so 55 59 7 8 93 05 19 33 56 permanently g 2 Tabulated framing loads are specified in pounds per linear foot of wall. To determine connection requirements(Ibs),multiply the tabulated unit lateral ermanentl Installed on the building.Attachment in accordance with Table 12 20 27 35 43 51 60 69 38 109 132 156 182 209 253 24 6 6 17 19 21 23 25 28 30 3 4 47 53 60 67 78 R301.2.1.2 is permitted for buildings with a mean roof heightof 45 feet(13 framing load by the multiplier from theta orresponding to the spacing of the connection: 16 26 36 46 57 68 80 92 18 146 176 208 242 279 337 4 4 12 13 14 16 17 19 20 2 2 31 35 ao 45 52 728 mm)or less where the ultimate design wind speed, Vult is 180 mph(290 . „ '-20 33 45 58 71 85 -�'160115 r, 47�.. 1.82 220 260 303 348 421 , 3 3 9 10 11 12 13 14 15 1 2 24 27 30 34 39 kph)or less. Connection Spddng(In.) 12 16 19.2 24 48 28 46 63 81 99 102 119 138 77 219 264 312 364 418 506 6 12 32 35 39 43 47 51 56 6 7 87 99 112 125 147 Multiplier 1.00 1.60 2.00 4.00 ` I9 139 161 06 255 308 364 424 488 590 12 6 6 16 18 20 22 24 26 28 3 3 44 50 56 63 74 TABLE R301.2.1.2 24 4 S4 .,69 .... 85 _..1. .. .� _.... - 1 . 32 53 72 92 114 136 159 184 36 292 352 416 48S 557 674 4 4 it 12 13 15 16 17 19 2 2 29 33 38 42 49 1 _ 36 60 81 104 128 153 179 207 65 328 396 468 545 627 758 3 3 a 9 10 11 12 13 14 1 1 22 25 28 32 37 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 12 20 26 33 40 48 55 63 1 99 119 141 164 188 227 6 12 42 47 52 57 63 68 74 8 1 116 132 149 167 196 a b,c,d 16 27 35 44 54 63 74 85 08 133 159 188 218 250 302 6 6 21 24 26 29 32 34 37 4 5 SS 66 75 84 g8 STRUCTURAL PANELS a,JOIST _ a�n -��._, --m..,. . , .._._ r_.- 16 20 33 44 55 67 79 92 106 35 166 199 235 273 313 378 4 4 14 16 18 19 21 23 25 2 3 39 44 SO 56 66 6:12 24 40 53. 66 80 95 111 127 62 199 239 282 327 376 453 3 3 11 12 13 i5 16 17 19 2 2 29 33 38 42 49 FASTENER SPACING(inches)a,b Perimeter Edge Zone 6 12 50 56 62 68 75 82 89 i 12 139 158 179 200 235 32 53 70 88 107 127 148 169 88 232 279 329 382 501 529 FASTENER TYPE Panel 4 feet< 6 feet< 28 47 61 77 94 111 129 _1a8 ,-_ _._ __„ - _ 6 6 25 28 31 34 38 41 45 S 6 70 79 90 100 118 15 265 319 376 436 501 605 19.2 4 4 17 19 21 23 25 28 30 3 4 47 53 60 67 79 spans panel span panel span 36 60 79 99 121 143 166 190 42 298 358 423 491 564 680 3 3 13 14 16 17 19 21 23 2 3 35 40 45 50 59 4 feet <_6 feet <_8 feet 12 27 32 37 43 49 55 62 U 94 112 132 153 175 211 6 12 63 70 78 85 94 102 ill 1 15 174 198 223 250 294 16 36 43 _so 57 65 73 82 125 149 176 204 233 281 ,�'�..-. - ,,.�-. ^ 7^_q.„„�--ii_ .��......-,�,w., 6 6 32 35 39 43 47 51 56 6 7 87 99 112 125 147 No.8 wood-screw-based 20 45 -�.g3. 7 62 72 81 92 l03 156~� �187� 220 254 , 291 351 24 4 4 21 24 26 29 32 34 37 4 5 58 66 75 84 98 anchor with 2-inch embedment 16 10 8 7:12-12:12 24 54 64 75 86 98 110 123 187 224 263 305 350 421 3 3 16 18 20 22 24 26 28 3 44 50 56 63 74 28 62 74 87 100 114 129 144 218 261 307 356 408 491 length .... _. _ Fastener 5padng32 71 85 99 115 130 147 164 250 299 351 407 466 562 Uplift Load per Nail(Ibs)36 80 96 112 129 147 165 185281 336 395 458 525 632 Gable Endwall Rake or (in.) No.10 wood-screw-based 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners, Rake Truss with up to 9" 6 28 31 35 38 42 46 SO 59 6 78 88 100 112 131 anchor with 2-Inch embedment 16 12 9 LATERAL ►~� 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x 10 psf=6 psf), Rake Overhang 4 19 21 23 26 28 31 33 39 4 52 59 67 75 88 length FRAMING3 Tabulated connection requirements are based on a 12 inch ridge connection spacing,for different ridge connection spacing,multiply the tabulated values by the appropriate 3 14 16 18 19 21 23 25 3 39 44 50 56 66 1/4-inch lag-screw-based LOADS(� j�C multiplier below: Fastener Uplift Capacity 2'3(lbs) anchor with 2-inch embedment 16 16 16 Ridge Connection Spacing(in.) 12 16 9.2 24 48 Sheathing Thickness(in.) 3/8 7/16 1S/32 19/32 23132 length Multiplier 1.00 .60 2.00 4.00 Framing Member G 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 g 4 Forjack rafter uplift connections,use a roof span equal to twice the jack rafter length.The jack rafter length includes the overhang length and the jack span. 8d common 70 91 68 100 67 98 63 92 s8 rl3tS For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N,1 mile per hour=0.447 10d box 84 101 82 118 81 120 77 114 73 m/s. 99 106 99 114 99 135 99 a.This table is based on 180 mph ultimate design wind speeds, Vint and a 45- foot mean roof height. 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. b.Fasteners shall be installed at opposing ends of the wood structural panel. 2 Minimum capacity of withdrawal and fastener head pull-through is tabulated. Fasteners shall be located not less than 1 inch from the edge of the panel. 3 Tabulated values include a load duration factor adjustment,Ce=1.6. 4 Tabulated values for 8d common nails and 10d box nails are applicable to carbon steel nails(bright or galvanized). c.Anchors shall penetrate through the exterior wall covering with an 5 Tabulated values for RSRS-03 nails are applicable to carbon steel(bright or galvanized)or stainless steel nails. embedment length of not less than 2 inches into the building frame. FLO R JOIST Fasteners shall be located not less than 21/2 inches from the edge of Table 3.11 Wall Sheathing and Cladding Attachment re concrete block or concrete. Requirements for Wind Loads d.Panels attached to masonry or masonry/stucco shall be attached using Wind Speed vibration-resistant anchors having an ultiimate withdrawal capacity of not Table 3.9A Rafter Ceilin Joist Heel Joint Connection Requirements less than 1,500 pounds. 3-second gust q (mph) 90 95 100 105 110 115 120 1 1 150 160 170 180 195 (Prescriptive Alternative to Table 3.9) Fi r Table 3.5A Top and Bottom Plate to Stud Lateral Connections11 ,uposure Roof Live Load Ground Snow Load STRUCTURAL SHEATHING R301.2.1.2.1 Application of ASTM E1996 20 psf 50 psf 70 psf E F E F E F E F E F E F E F E F E F E F E F E F E F E F for Wind Loads (ft) , Stud Spacing The text of Section 2.2 of ASTM El 996 shall be substituted as follows: Alternative to Table 3.5) Sheathing Location ) Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,o.c.)2,3 (Prescriptive 12 24 36 2 24 36 12 24 36 (inches,o.c. Rafter 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12F62 2 6 12 6 12 6 12 6 12 2.2 ASCE Standard: Wind Speed Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection"2,3,a,s Interior Zone 3-second gust(mph) 90 95 100 105 110 115 120 130 140 ISO 160 170 180 195 Spacing{in.) 16 6 12 6 12 6 12 6 12 6 12 6 12 6 122 6 12 6 12 6 12 6 12 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 2 66 6 6 6 6 6 ASCE 7-10 American Society of Civil (Engineers Minimum Design Loads for 12 3 5 8 3 6 9 5 9 13 6 12 17 i2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 2 6 12 6 12 6 12 6 12(See Figure 1.1) 16 4 7 10 4 8 12 6 12 17 8 15 23 Buildings and Other Structures Stud 3:12 Perimeter Edge ZoneSpacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf)1 19.2 4 8 12 5 10 14 7 14 21 9 18 27 16 6 12 6 12 6 12 6 12 6 126 12 6 12 6 12 6 12 6 12 6 6 24 5 10 15 6 12 18 9 17 26 12 23 3424 612 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 The text of Section 6.2.2 of ASTM E1 1996 shall be substituted as follows: (in.) 12 3 4 6 3 5 7 4 7 10 5 9 13 BOARD SHEATHING or LAP SIDING 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 16 3 5 8 3 6 9 5 9 13 6 12 17 Sheathing Size Rafter/Truss Spacing 6.2.2 Unless otherwise specified,select the wind zone based on the „.,Y. -+ M vm 4.12 Minimum Number of 8d Common Nails or 10d Box Nails ultimate design wind speed, Vu1t as follows: 10 2 2 2 2 2 2 2 2 2 2 2 2 2 19.2 3 6 9 4 7 11 6 11 16 7 14 21 (inches,o.c.) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24 4 8 11 5 9 13 7 13 19 9 17 26 Per Support 12 14 2 2 .2 __ _. __ 2 2..._ _ 2 3 2 2 2 2 2 2 2 12 3 3 5 3 4 6 3 6 8 4 7 11 1x6 or ix8 Sheathing 12-24 2 2 Z 2 2 2 2 2 2 2 2 2 z •„ 3 6.2.2.1 Wind Zone 1-130 mph:5 ultiimate design wind speed, V�,/r< 140 2 2 16 2 2 2 2 2. 2 2 2 2 2 2 2 3 16 3 4 6 3 5 7 4 7 it 5 9 14 Sx10 or Larger Sheathing 12-24 3 3 3 3 3 3 3 3 3 3 3 3 18 2 2 2 2 2 2 2 2 2 2 3 5:12 19.2 3 5 7 3 6 9 5 9 13 6 11 17 mph. 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 6 9 4 7 11 6 11 16 7 14 21 E - Nail spacing at panel edges(in.) 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 3 3 4 3 3 4 3 4 6 3 5 8 F - Nail spacing at intermediate supports in the panel field(in.) 6.2.2.2 Wind Zone 2-140 mph:5 Ultimate design wind speed, Vult<150 ._.._. ..,, 2 2 2 2 2 2 2 2 2 16 3 3 5 3 4 5 3 5 8 4 7 10 mph at greater than 1 mile(1,6 km) from the coastline.The coastline 10 2 2 2 2 7:12 1 For wall sheathing within 4 feet of the corners, e 4 foot edge zone attachment requirements shall be used. p - ' IT g the shall be measured from the mean hiigh water mark. < .�..•12` 2�...R :....2,... 2.._ _.�„2,_,._ 2 2 .�. 2 . 2_. 2 2 2 2 ..� r: 3- 19.2 3 4 5 3 4 6 3 6 9 4 8 12 16 14 2 2 2 2 2 `2 2 2 2 2 2 3 3 3 24 3 5 7 3 5 8 4 8 11 5 10 15 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<G<0.49. 16 2 2 2 2 2 2 W 2 2 2 3 3 3 4 4 12 3 3 3 3 3 3 3 3 5 3 4 6 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 6.2.2.3 Wind Zone 3-150 mph(58 m/s)s ultimate design wind speed, 16 2 _ 2 2 _2 2 _ _2 2 2 2 2 3 3 3, _ _t 4 16 3 3 4 3 3 4 3 4 6 3 5 8 9:12 Vults 170 mph(76 m/s),or 140 mph(54 m/s):5 ultimate design wind 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 19.2 3 3 4 3 4 5 3 5 7 3 6 9 ARC speed, Vult5 170 mph(76 m/s)and within 1 mile(1,6 km)of the coastline. 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 4 5 3 4 6 3 6 9 4 8 12 The coastline shall be measured from the mean high-water mark. 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 3 3 3 3 3 4 3 3 5 `� 12 3 3 3 .9 C� 12:12 16 3 3 3 3 3 3 3 3 5 3 4 6 ^. l -,12,-.�.�.,.. �..2 2 2 2 2 2 2 2 2 3 3 4 �.,.�- _5 -. '� - � � 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 i 19.2 3 3 3 3 3 4 3 4 6 3 5 7 �,�, i Y 6.2.2.4 Wind Zone 4-ultimate design wind speed, Vult> 170 mph(76 2 2 2 2 2 2 2 3 3 3 m/s). � _ 4 4 5 6 3 7 3 6 9 24 3 3 4 3 5 3 5 � 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 1 Heel joint connections are not required when the ri ge is supported by-a oadbearing wall,header or ridge beam designed to resist the applied loads. 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint E OF 1 Prescriptive limits are based on assumptions in Table 3.5. connection requirements shall be permitted to be reduced proportionally to the reduction in span. 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. 4"o.c.Nall spacing Panel Nalling per Table 2 6"o.c.Nall Spacing Panel Nailing perTabte 2 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. (page 7) L 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. -`-�-Plate-to-Stud When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint t��__ Connection connection requirements shall be increased by the following factors: f - s 1. (Table 8) Lesser of L/2 or 2' Required Ceiling Height/Top Heel Joint Connection Lookout Block Uplift Blocking REV. DATE REVISIONS Plate-to-Roof Ridge Adjustment Factors (optionaQ Connection Minimum 2x4 Height(Hr/HR) ) per Table 9 Clutlooker N OTE: "R T T Gablo Endwall Section B-B 1/2 2.00 Section A-A THIS BUILDING SHALLCOMPLY WITH A R INTERNATIONAL "� E luy 0_pt copy from ZBA rin81 revtesded doc ents Figure 15. Rake Overhang Framed Without Structural Figure 17. Rake Overhang Flamed With Structural -ESA Rite�-7-7 �2.� RESIDENTIAL CODE. REFER WHERE APPLICABLE TO THE 2018 SUPPLEMENT TO THE 1/3 1.So 9 g NYS ENERGY CONSERVATION CONSTRUCTION CODE TO THE 2018 IECC. i/4 1.25 outlookers out�ookers matt^.: 1/5 1.25 Panel Nailing 1/6 1.20 per Table 2(page 7) GLAZED OPENINGS TO BE PROTECTED AGAINST WIND BORNE DEBRIS AS SPECIFIED 1/10 1.11 a"o.c.Natlspactng IN R 301.2.1.2 OF THE 2018 IBC RESIDENTIAL CODE. PANELS TO BE PROPOSED PLANS Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above ore-third of CONSTRUCTED IN ACCORDANCE WITH CODE AND STORED ON SITE. REFER TO the top plate-to-roof ridge height,HR,or when He is greater than 2 feet and may require additional consideration. I---- Lookout 1 700 G R/'�T H WO H L ROAD <_1' Block Table 9. Uplift Forces for Two Foot Rake PROJECT DRAWINGS FOR OPENING SIZES. Copyright©American Wood Council.Downloaded/printed pursuant to License Agreement.No reproduction or transfer authorized. (optional) Overhang Framed With Structural Outlookers AMERICAN WOOD COUNCIL _ Truss-to-Stud -`�-- .. - , NEW SUFFOLK NEW YORK Connections Rake Outlooker Spacing Outlooker Truss Uplift lb. 4 e._ }y a_ DESIGN CRITERIA(CONTINUED) I 12"o.c. 262r. Section A-A 16"o.c. 349 DRAWN BY: IEG SHEET NO.: Figure 1 ti. Rake Overhang Framed With Rake 9 9 e Truss 24"o.c, 524 f ' (CHECKED BY: ZTC - - - s - SCALE: AS NOTED A- 1 1 ` IISSUED DATE: 07-31-21 EXISTING WOOD F FRAME WALLS L------J ARCHITECT WINDOWS AND I 0 DN DOORS T BE REMOVED IN Jill IF Jill III Jill T"rill IIII Jill PROVIDE TEMPORARY SUPPORTS Ir w-W64 1p BEFORE REMOVAL OF ANY WALLS ENTRY ROOM -2 x 6 WD. STUD WALL 0 16" O.C. PROVIDE TEMPORARY SUPPORTS IIII Jill BEFORE REMOVAL OF ANY WALLS Jill IN -2 x 6 WD. STUD WALL 0 16" O.C. Jill JilIIII II Hill IIII F----------------------------------------------------- J L E17 EXISTING ROOF --- ----- DN E:=] 7 EXISTING ROOF AND CEILING SYSTEM I TO BE REMOVED I TO BE REMOVED IED EXISTING REAR ROOF SEAL I AS SHOWN i i AS SHOWN TO REMAIN AS IS ARc v-M4, 10 r---------------------------------- Jill IN LIVING l l BEDROOM 4 1 ------- ---------------------- ----------- Jill T-------------T-1------17-------------- ---T-T------- Jill - T --- I --- I I I ------ ---------- -- ------------- ---- --------- II EXISTING WOOD I F 71 -_---------7 if- -------------1 F -7 IF--- I I EXISTING WOOD FRAME WALLS Jill 11 F 11 1 111 ill FRAME WALLS TO 13E REMOVED I IIII IIL III I 111 II II II I I I I I I II II II II 1 1 11 11 WINDOWS AND 1 11 I L===-J I DOORS TO BE I I II II Ill IIL===JI IL===-Jl 111 EXISTING WINDOWS I I I L===J L===J I I IF 71 REMOVED 1 11 AND ET. DOOR I I CONSULTANT t TO BE REMOVED I I 1 11 EXISTING WINDOWS IL--- I IF-------IF AS SHOWN L 1101 1 1 1 1 IL===Jl L -JI, TO BE REMOVED ------- LL. CL. CL. 11 1III 1 LL L i �j AS SHOWN --------------iII II II-1 L J L----- HALLWAY 1E------- L J L------ ----------- ----------- -Jr- ----------- r7 PLANNING L-.Iij I III 1111-1-- 11 KITCHEN BEDROOM# 2 III GROUP BATH IIII 11\\\--//w I EXISTING WOOD I L FRAME WALLS OWNER TO BE REMOVED f,5"� IL--- - EXISTING DN -- EXISTING FRONT ELEVATION r STING RIGHT SIDE ELEVATION JEANNE & JOSE CASTANO SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" EXISTING EXTERIOR 1700 GRATHWOHL ROAD FRAME WALLS EXISTING BILCO DOORS TO REMAIN AS IS 0 2' 4' 8. 12' 0 2' 4' 8' 12' NEW SUFFOLK I TO REMAIN AS IS =Won SOUTHOLD N.Y. 11956 EXISTING FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" AREA (FINISHED): 803.2 0 2' 4' 8- 12' F------I I L------J I EXISTING FLOOR SYSTEM, BEAMS AND CONIC. PROVIDE TEMPORARY SUPPORTS F1 BEFORE REMOVAL OF ANY WALLS FOOTINGS TO BE CRAWL SPACE -2 x 6 WD. STUD WALL 0 16* O.C. REVISION AS PER REMOVED AS 1 07-04-22 SHOWN TOWN'S COMMENTS I 1 NO. DATE REVISION EXISTING REAR ROOF I EXISTING ROOF TO REMAIN AS IS EXISTING REAR ROOF lE TO REMAIN AS IS AND CEILING SYSTEM L PROJECT TITLE TO BE REMOVED AS SHOWN RENOVATIONS AND ---- --- ADDITION AT: -------------- Z EXISTING CONIC. 1700 GRATHWOHL ROAD FOUNDATION WALLS NEW SUFFOLK TO REMAIN AS IS T- SOUTHOLD rr- -71 --- --------- — --------- -- -- -------------- T I I I CRAWL SPACE ----- —rr------ I N.Y. 11956 CRAWL, SPACE I IL EXISTING WOOD I L---JI S.C.T.M.N. 1000-117-04-03 FRAME WALLS EXISTING WINDOWS EXISTING WINDOWS EXISTING WINDOWS I I WINDOWS AND EXISTING BEAM AND AND EXT. DOOR TO BE REMOVED TO BE REMOVED DOORS TO BE STEEL COLUMNS TO BE REMOVED DRAWING TITLE I REMOVED I L ------------------ L -------------i AS SHOWN AS SHOWN TO REMAIN AS IS AS SHOWN - — - — - — - --- — - — - — - -- - — - — - — - 9- - — - — - 71 L---- DEMOLITION PLANS AND DEMOLITION ELEVATIONS EXISTING CONC. BASEMENT FOUNDATION WALLS (UNFINISHED) TO REMAIN AS IS DRAM BY IEG CHECKED ic DATE 07-31-2021 EP EILIg Dept COPY from ZBA SCALE AS NOTED EXISTING LEFT SIDE ELEVATION � Up EXISTING REAR ELEVATION FIna;revievred docum7nts K ;A File s SCALE: 1/4fv = 1f-01' Eat2Lj/ SHEET NO. EXISTING MASONRY STEPS 0 2' 4' 8- 12' 0 2' 4- 8' 12' TO REMAIN AS IS z U) EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" 0 2' 4' 8' 12' MEW PROJECT 072 NUMBER I ARCHITECT ZONING INFORMATION: TOWN OF SOUTHOLD PHYSICAL ADDRESS: 1700 GRATHWOHL ROAD, NEW SUFFOLK, SOUTHOLD, NEW YORK / ~ S.C.T.M. 1000-117-04-03 TOWN ZONING: R-20 -`\�\J �,Z Q,� .b rs . LOT AREA: 11 ,892 S.F. 0.273 ACRE) ,`\QP\' G�P.N 's _t PP P p OA R-40 ZONING PRINCIPLE SETBACKS MINIMUM EXISTING CONDITIONS 0 � �� SEAL 1 280-124. NONCONFORMING LOTS (LESS THAN 20,000 SF) Q �\ Nj S NO . g ARCiyl 9 � W v 12 LOT SIZE: 40,000 S.F. 11 ,892.0 S.F. LOT WIDTH: 150 FT. 115.1 FT. LOT DEPTH: 175 FT. 152.68 FT. �,0 5 1 5. 9/ 0355�� FRONT: 35 FT. 88.1 FT. y �\�� X / E OF SIDE TOTAL: 25 FT. 29.6 FT. SIDE MIN. FOR ONE: 10 FT. 11 .6 FT. REAR: 35 FT. 26.4 FT. 6.5 � CONSULTANT HEIGHT: 35 FT. 17.7 FT. PSP 1 5 v' N XIMU LOT C O .. ALLOWED BY MAIN AND PQ W ACCESSORY ROOFED BUILDINGS: 20% 7.3% 5.5 O X 2,378.4 S.F. MAX. 869.1 S.F. / --< 1 PLANNING GROUP EXISTING FLOOR AREAS: EXISTING 1 ST FLOOR 803.2 S.F. ,� % \�� • ��NGE OWNER o / EXISTING EXTERIOR SHED 65.9 S.F. ° 115 / I 1 NP�N TOTAL EXISTING AREAS 869.1 S.F. D�• ,� 1 C JEANNE & JOSE CASTANO SEPTIC SYSTEM / j / / 1 �NC�- 1700 GRATHWOHL ROAD 4. 4 AS DESIGNATED O, / / 1 F 6' �• NEW SUFFOLK 1 � . / 4.8 / BY S.C.H.D. Z SOUTHOLD X / / 1 N.Y. 11956 R-40 ZONING PRINCIPLE SETBACKS MINIMUM PROPOSED CONDITIONS 4. 6X LOT SIZE: 40,000 S.F. 11 ,892.0 S.F. LOT WIDTH: 150 FT. 115.1 FT. LOT DEPTH: 175 FT. 152.68 FT. 5.8 < / 9.5 1 �S1DE c� FRONT: 50 FT. 57.8 FT. el' S I DE TOTAL: 35 FT. 35.0 FT. SIDE, MIN. FOR OINE: 15 FT. 15.0 FT. O \ 9.6 \ 1 REAR: 50 FT. 38.8 FT. (VARIANCE) / Qa el. 1 HEIGHT: 35 FT. 34.8 FT. 00" \ ° 9. �" 9 1 • , el. STOCKADE FENCE MAXIMUM LOT COVERAGE 9.5,�� F, �1 \ el Op �� 1 ALLOWED BY MAIN AND ItJ1 2 08-03-22 REVISION AS PER ACCESSORY ROOFED BUILDINGS: 20% 16.02% '� ,�\ ' 9.4 TOWN'SCOMMENTS �` pq 1 04-04-22 REVISION AS PER • ' � 1 X TOWN'S COMMENTS 29378.4 S.F. (MAX.) 1,906.0 S.F. (VARIANCE) ' \ 1 bv �� 15 NO. DATE REVISIONN \ 9.6 ��1 1 C� \el. 10 21 Q �� PROJECT TITLE \ � el. 1 p / \ I'D .0 1 / RENOVATIONS AND \ \�O • co? 1 ADDITION AT: PROPOSED LOT COVERAGE AREAS: �0 � \\ 1 1700 GRATHWOHL ROAD 9.8)/ NEW SUFFOLK PROPOSED 1ST FLOOR 12382.6 S.F. N : / \ �� •s SOUTHOLD PROPOSED EXTERIOR DECKS 424.5 S.F. E �' \ S� O� N.Y. 11956 SIDE EXTERIOR PLATFORMS 33.0 S.F. ' �� \ �e°�1' �� ' �' EXISTING EXTERIOR SHED 65.9 S.F. `�,� '� \ �� ,\�\, 11 • S.C.T.M.N. 1000 117 04 03 TOTAL EXISTING AREAS 11906.0 S.F. \ Q�• 10.3 DRAWING TITLE / 10.5 S 1<5� CO / S. �\�� \�\\� PROPOSED 2 �, Cp GJ �• P\\� SITE PLAN � � l X sJ .B 1 1 .0 Q / O "� OV� •� DRAWN BY I EG �� , � 8lcy Dept copy fromLE3A and la is JC � / �irlPji rQviep CHECKED �1 •sue`/ ZSA Fiie*k �l 0.4 DATE 07-31-2021 SCALE AS NOTED ° SHEET NO. � 0 � • ti / o CD PROPOSED SITE PLAN / 10.8 SCALE: 1" = 10'-0" INFORMATION TAKEN FROM TH E SURVEY PREPARED BY: 0 20' 40' 60' NA,THAN TAFT CORWIN III N/O/r! LAND SURVEYOR, A SKIN PROJECT 0721 DATED 12-12-2016 E VEL YN D NUMBER 'Rood APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE�B.P. #- ffi NEW YORK STATE &TOWN CODES FEE:.a,B QBY AS REQUIRED AND CONDITIONS OF 5 rt NOTIFY BUILDING DEPARTMENT AT SOUTHOLDTOWI�I 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLDTOWNPt=148" 1. FOUNDATION-TWQ REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, � f00zlilri.�d I SOUTHULD TOWNYRIZM STRAPPING, ELECTRICAL&CAULKING 3. INSULATION �QD „�ItLY.S.DEC . 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW RETAIN STORM°TrATER MMUFF DESIGN OR CONSTRUCTION ERRO SR rUm.ISUANT TO CHAPTER 3X OF THE TOWN CODE. Dp NOT pROCEED WITH FRAMING,11NTIL � PLUMBER CERTIFICATION OFNFOUNDATIONBEEN RO T' N ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT ELECTRICAL EXCEED 2M0 OF 1% LEAD, INSPECTION REQUIRED P4UMBING Must pwvide Manuals 'ALLL,PTERSLINES A � NEED Do I and S aS per TESTING BEFORE COVERING S ftergy Code Al exterior lighting install4 replaced or Ift waft" repa lmd shall conform aqWmdsspW to Chapta m NYSCods of the Twn Code FLOOD MR Blower door COMPLY WITH CHAPTER"46" ond ductw FLOOD DAMAGE PREVENTION mqubvL SOUTHOLD' TOWN CODE. i 0005h-Ur4ion no+- 1n -000cl Generated by REScheck Web Software Compliance Certificate EU ARC/Y Project CASTANO RESIDENCE yea ti �0 Energy Code: 2016 IECC LU b # Location:. Southold,NeW York Construction Type: Single;-family Q. Project Type: NeW Construction Conditioned Floor Area:. 2;656 ft2 035�`'��'. Glazing Area 26% F.0F N Climate Zone: 4 (5572 HD.D) Permit Date: Permit Number: Construction Site: Owner/Agent. Designer/Contractor: 1700 GRATHWOHL ROAD JOSE CASTANO IAN.GONZALEZ NEW SUFFOLK;'NY 11956 1700 GRATHWO 3 PL HL ROAD GANNING-GROUP. . NEW SUFFOLK, NY 11956 163 OLD SAG HARBOR,ROAD SOUTHAMPTON,NY:11968 6314814436 iansimplearch@gmail:com 'Compliance: Passes using UA trade-off Compliance: 7:8%-8efter'Than Code - Maximu'rn UA-' .575 Your UA: '530 Maximum:SFIGC: 0.40 Yow SHGC'0.25 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. Envelopo.Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter R Ceiling: Flat Ceiling or Scissor Truss 1,689 30.0 0.0; 0.035 0.026 59 .44 . Wall:Wood Frame,16"o.c. 2,924 10;0 5.0 . 0.045 0.060 95 127 Door:Solid Door(under 50%glazing). 48 0:160. 0.320 . .8 15 Door h Glass Door(over 50%u glazing)SHG6 0.25 424 0.320 0.320 136 136 Window:.Wood Frame 334 0.280 0.320 94 107 SHGC:0.25 Floor:AlkWood Joist/Truss 1,689 30..0 0.0 0.033 0.047 56 79 Crawl:Solid_Concrete or Masonry Wall height;4.0` 1,385 0.6 3A.0- 0.079 0.065 82 67 Depth below grade:3.0'. Insulation depth:3.0' Compliance Statement: The proposed building design described'hLire is consistent With the building plans,.specifications,and other calculations submitted with.the'permit application:The proposed building has been desi.gn.ed to meet the 20181ECC requirements in RESch'eck Version :.REScheck-Web and to.comply.with the riiandatory requirements listed in the RES6heck-Inspection Checklist: Name-Title. Signature Date FrojecE Title:CASTANO RESIDENCE Report date: 08/01/21 'Data filename: : Page 1 of10 Project Title: CASTANO RESIDENCE Report date: 08/01/21 :Data.filename: Page 2,of10 REScheck Software Version : RES.check-Web Ins pection Checklist Energy Code: 2018. 1ECC Requirements: 0.0% were'addressed directly in the RESchOck software . Text.in the"Comments%Assumptions" column,is provided by the user in the RESche&Requirements screen. For each requirement,the.user certifies that a'code"requirement will be mit and how that is documented, or that an exception is being clairried. Where compliance is:itemized:in a separate table, a reference:to that table is provided.., " . Section : Plans Verified " Field"Verified : #. . . Pre=inspection/Plan Review Complies? Comments/Assumptions. & 1ue Req.ID Va " , Value ' 103.11 .'Construction draWingsand- - S❑Complies 1012: !documentation demonstrate : . ' . ❑Does Not {PRljl ;energy.co,e compliance for the. f ❑Not Observable ; U ,building envelope.Thermal , envelope:represented'on' ❑Not Applicable ; :construction documents: 103:1, . ;Construction drawings and :, ❑Complies ; 103.2;. I documentation demonstrate ❑Does Not 403.7 'energy code compliance for Not Observable [FR3] lighting.and mechanical:systerns.• .V iSysteins'serving multiple ❑Not:Applicable ;dwelling units must demonstrate : corrSpliance.witFi.the;IECC iCommercial Provisions. : .• ; j 302.1, Heating and cooling equipment is: ;Heating: Heating: ;❑Corn plies 403.7sized per ACCA Manual S'based.. Btu/hr Btu/hr : ❑Does Not. [PR2]2 on loads calculated per.ACCA Cooling: Coolin 9 ❑Nbt Observable , U Manual)or other methods ; ; Btu/h� Btu/hr ❑Not Applicable . approved by the,code official. , Additional Comments/Assumptions:: 1 High Impact(Tier 1) . 12 1 Medium;ImpacE(Tier.2) 3 •Low Irripact:(Tier 3) Project Title:CASTANO RESIDENCE Report date: 08/01/21 ':Data:filename: : Page 3.of10 Section Plans Verified Field Verified #:. Fodndation;Inspection,.. Complies?,.• -Comments/Assumptions & Value : . Value Req. . . 402,2:11: Unventedcrawlapacewall R= R ;❑Complies See the EnvelopeAssemblies iF07]l iinsulationR-value. R, I. R_ ;p ;table for values: Does Not ;❑Not Observable 1❑Not Applicable ? 303.2 i.Unvented_crawl space,wall ❑Com.plies [FO8]1 insulation installed per.. ❑Does Not . , manufacturer's instructions. . v ,❑Not Observable , . ❑NotApplicable. 402,2:11' 1 Uovented crawl space continuous 10.Complies [P09]1 lvapor retarder installed over JODoes.Not ;exposeii earth,joints overlapped: ; U ;by 6 in.,and bs nd sealed;extending at ❑Not Oervable . }least 6 in:up and attached to the ❑ t'Applicable No ;.wall. 402.2.11 ;.UnVented crawl space wall in: in. ;❑Complies ;See the Envelope Assemblies 1P610f 1 insulation•depth of.burial or . . UDoes Not. .,:table for values. distance from top of wally v ❑Not Observable 10Not•Appl'icable 303.2.1 �A protective covering-is installed ❑Complies [FO1112 to protect exposed•exterior ❑Does.Not (insulation and extends 6' - U ❑Not Observable 1 . minimum of'6 in:below drade. ❑Not A PPiicabI'. 403.9 Snow-and ice;-melting system ; ❑Complies [FO12]2 controls installed:: ❑Doges Not J ❑Not'Observable 1 &Applicable 1 Additional Comments/Assumptions: 1 High'Impact(Tier 1) . 2 Medium Impact(Tier.2) 3 Low Impact;(Tier 3) Project Title:CASTANO RESIDENCE Report date: 08/01/21. `Data.-filename: Page 4 of10 - Section Plans Verified Field Verified #. . framing/Rough•-In Inspection Complies? Comments/Assumptions & RegaiJ. Value : Value . 402.1:1; ;Door 0-factor: : U- U ,❑Complies ;See the Envelope Assemblies 402.3.4 ` IDoes Not table.for values. [FRl)1 - I ;❑Not'Observable ;. ;❑Not Applicable 402.1:1, ;.Glaiing U=facfor,(erea-weighted U U ;❑Complies' ;See the EnvOopeAssemblies 402.3.1; l avera.ge). ;❑Does Not table for values: 402:3:3, j. '❑Not Observable 402:5 ; ❑Not A licable IFR2]_ ; ; : � Pp 303:13 ,.U-factors of fenestration products tt❑Complies [FR4]1 :are determined in:accordance. . ' 1❑Does Not U j with the NFRC test procedure:or ser❑Not Obvable ' :taken from the default table. 1- - ,.. ❑Not Applicable 402AJA !Air barrier and thermal-barrier ❑Complies ; [FR23]1' 1 installed per manufacturer's. • . 1❑I. D;oes Not v j instructions. ❑NotObservable ❑NIot Applicable 402:4.3 ;Fenestration that is'notaite.built ElComplies [FR20]?' is listed and labeled as meeting': ❑Does Not' �'AAMA MDMA/CSA 101/1.5:2/A440 U ldNot Observable ; or.has'inf'iltrationrates per.NFRC ,. 1400 that do not exceed code •.�ONot Applicable ; t limits:. 402.4.5 k-rated recessed lighting"fixtures o❑Complies. [FR16]2 I sealed at housing/interior finish ]1DDoes Not and labeled to indicate s2:0 cfm []Not Observable ; i!eakaO.at 75 ❑Not Applica: e.I 403:3.1 ISupplyand:return.ducts:inattics ❑Complies ; [FR1211- �insulated>= R7'8 where duct is . ❑Does Not i>=-3.inches in•diameter.and?_ U jR-6whee<3 i ❑Not Observable nches.Supp and return'ducts in other.portions'of []Not : Applicable ; ;the building insulated>= R-6 for: ;.diameter>=3 inches and R-4.2 '-for<' 3 inches in diameter.: _. 403.3.2 ;.Ducts,:airhandlers'and'filter ❑Complies ; [FR13]1 :boxes are'sealed with Does Not v joints/seams compliant with Intern at ional.Mechanical Code:or []Not Observable , International Residential Code;as '. ❑Not.Applicable ; rapplicable, _ . . . . ; 403.3.5 Buildirig cavitiesare not used as ❑Complies' ; [FR15]3 ducts,or plenums. ; ❑Does Not..' 8` ❑Not.Observable Not Applicable.'..:'. . 4'03.4 'HVACpiping.conveying fluids ; .R-: R-- TIComplies [FR37]z above 105.°F or chilled fluids ;Oboes NoY below 55 2F are insulated"to zR " J 3: ,❑Not Observable.; ; Not Applicable 1. 403.4.1 iProte'ction of'insulation'6'HVAC: j❑Complies [FR24)1 Piping: iEl Does•Not. ❑Not Observable • (❑Not Applicable: 403.5.3 Hot water pipes are.insulated to A, R ;❑Complies'. ;. , [FR18]Z i zR-3. i . . .. Oboes Not OJ {❑Not.ObseNable. . ❑Not Applicable. ..;. 1 jghf Impact(Tier 1) . 2 Medium Impact(Tier.2) 3 1 Low Impact:(Tier 3) Project Title:CASTANO RESIDENCE Report date: -08/01/21 -Data filename: _ Page 5.of10 Section Plans Verified Field Verified # framing/RougK-In Inspection Complies? -Comments/Assumptions & Req.ID Valu V e alue . 403.6 IAuto.matic.or gravity dampers are ❑Complies [FR19]z installed on.all:oufdoor.air . . IEDoes Not intakes and exhausts. ❑Not Observable ❑N.of Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) . 12 jMediumjrnpact(Tier 2) 1 3 1 Low•Impact.(Tier 3) Proje:t Title:CASTANO RESIDENCE Report date: 08/01/21 -Data filename: Page 6.of10 -section_ e PIan9 Verifid Field.Verifled #.. insulation l.ospection : . Comp Value ID lies. Comments/Assumptions & Req. . . . Value 303.1 All installed insulation is Labeled. ❑Complies [IN13]2 or the installed R-values ODoes Not provided. ❑Not Observable_ ; 1❑Not Applicable " 402.1:1, !.Floor insulation R-value. ; R- . ; .R- ;❑Complies ;See the Envelope Assemblies 402.2a6 ;D Wood; ❑:Wood ;❑Does Not ;table for va 'lues. _ [IN 1]l ❑ Steel ', ;.❑ Steel ;❑Not Observable U ONot Applicable . 303.2; Floor insulation installed per ❑Complies 402.2.8 . manufacturer's.instructions.and . ❑Does Not [IN2]1- ;J'n substantial contact with the lei ;underside of the su.bfloor,or floor ❑Not Observable.; framing cavity insulation is.in ❑Not.Appl'icable ; contact,with the top side of ;sheathing,or continuous 1 insulation is:installed on'the underside of floor.framing'and extends from the bottom to the Mop of all perimeter floor fra'ming . ! members. :. 1 402:1.1; Vllall insulation R-value.af this is.a; :R- R- ,❑complies ;See the Envelope Assemblies 402.2:5, I mass wall with at least'/?'of the 0'Wood ❑ Wood table'for values. ❑Does Not 402.26 wall insulation on the wall :j 1 � [-].Mass ;❑ Mass ;❑Not Observable VN3] exterior,the;exterior.insulation I El A�. i requirement applies(FR10). Steel' '❑ Steel ❑Not Applicable . , 303,2 wall-insulation is installed per )❑complies ' -[IN4]1 manufacturer's instructions: JODoes Not of Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier l):. 2 Medium.lmpect(Tier.2) 3 Low lrripact;(Tier 3) Project-Title:CASTANO-RESIDENCE Report dates 08/01/21. . Data filename: , Page 7 of10 'Section - 'Plans Verified Field Verified 4.. Final Inspection'Provisions Complies? Comments/Assumptions ' & Req:ID ; Value ; '.. Value 402. I Ceiling insulation R-value. R- R ;❑Complies jSeeth6Enve1q0eAssemblies 402:2,1,. ;❑ Wood ❑ Wood ;Does Not table,for values. 402.2.2, Steep Steel 402:2.6 I ❑ ❑ :❑Not Observable ' [Fll]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per {❑Complies ; 303.2 manufacturer's instructions. C7D6es Not 2]1 lown insulation marked every[FI ;B . . I ][]Not Observable ; j❑Not Applicable. 402.2.3 ,Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave'vents that extends over insulation ❑Not Observable.I ' 1❑Not Applicable ; 4U2.2:4 ;:Attic access hatch and door ; R_ .. R= ElComplies [FI311 1 insulation aR-value'of the ,❑Does Not adjacent assembly. ❑Not Observable ; I 'ONotApplicable 402:4.1.2 ;Blower door.test.@ 50 Pa. <-5 ; ACH 50= ACH 50 ❑Complies ; ' 1 ach in:Climate Zones 1-2,'and. . [FI17]. ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable .;❑Not Applicable ; 401.1. ;Ducts are pressure tested to' cfm/100 cfm/100 ;❑Complies ; [FI27].' determine air.leakage.with ft2 ft2 ❑Does Not either:Rough-in test:Total leakage.measured with a'. ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ; W.g.across the system including the;mariufacturer's air handler. 1enclosure if installed-at time of ,test.Postconstruction test:Total ;aeakage,measured with a i pressure differential:of 0.1 inch .w.g:acros ' s the entire system including the'manufacturer's air 'handler.enclosure: { 4011,4 ;Duct tightness testresultof.<=4 ; cfm/100 cfm/100. ;OComplies [FI4]1 I cfm/100 ft2 across the system or ftz ftz :Oboes Not =3,cfm/100,ft2 without air handler @ 25 Pa.For rough-in Not Observable. . tests,-verification may need to. .. -; ;❑Not Applicable .occur.duting Fram'ing.lnspection.. 403.3:2.1 'Air handler leakage designated ❑Complies ; [1`I2411 by manufacturer at<=2%o'of ' ❑Does Not design air flow. []Not Observable I[INotApolicable' ; 403.1.1 {Programmable thermostats l❑Complies ' [FI9]2 installed for control of primary.. I[3Not ❑Does Not heating and cooling systems and Observableinitially set by.manufacturer toI , I code specifications.. _; �QNot Applicable 403.1.2 {Heat pump thermostat installed �UComplies [FI1012 #on heat pumps. {❑Does Not Not Observable r []Not Applicable 403.5.1 I Circulating service hot water JQComplies ; [Flll]2 ;systems have automatic or []Does Not i accessible manual controls. '❑N Obsery• Le EoN of ab ot.Applicable ` 1 High Impact(Tier 1): . 2 Medium1mpact(Tier.2) • 3 Low Imoact•(Tier 3) Project Title CASTANO RESIDENCE Report date: 08/01/21 bata'filename: Page 8.of10 SectionPlan§Verified Field Verified #. . Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 403.6.1 All'mechanical,ventilation system'' j❑Complies [FI25]2 fans not part of tested and listed. i�Does Not I HVAC equipment meet efficacy ❑Not Observable ;and air flow limits per Table R403.(i.l. J e ❑Not Applieabl 403.2 Hot water boilers supplying heat f❑Complies, [F126]2 through one-or two=pipe heating 11_ Does Not systems have outdoor setback . ❑Not Observable. control to lower boiler.water ❑Not Applicable temperature based on outdoor temperature. 403.5.1.1 f Heated water circulation systems: ❑Complies [FI28]2 i.have a circulation_pump.The ❑Does Not is return pipe is a dedicated ' return pipe"or a.cold water supply ❑Not Observable 1 i ❑Not Applicable pipe.Gravity and thermos- syphon circulation systems;are not present:Controls for circulating hot water.system ' .the um with si nal pumps-start p P' 9 . . ifor hot water demand within the i occupancy.:Controls automatically.turri off.the.purno.. . ' , when water is in circulation loop is at set-point temperature and no demand.for hot water eicists: . ,. . . 403.5.1.2 ;Electric heat trace systems - ❑Complies ; [FI29]2 i comply with IEEE 515a or UC . ❑Does Not 1515.Controls autofnatically: 'adjust=the energy input:to the ,❑Not Obseniable. , i 4❑Not Applicable , heat tracing to maintain;the desired water temperature in the piping: r 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have'controls that ElDoes Not I.manege operation of the pump i❑Not Observable i and lim••it the.temperature of the water entering the cold water #❑Not Applicable: ; ;piping'to<=104gF:.. 403.5.4 Drain water heat recovery units Complies [F131]2 tested in accordance.with CSA _ ❑Does Not 855.1:.Potable water-side ' pressure loss of drain'water.heat' ❑Not.Observabl:e' recovery units<3.psi for : ��Not Applicable. individual units conriected.to one or two showers.Potable water- side.pressure.loss'of'drain:water heat recovery units<2.psi for individual units connected to I {three:or.more.showers.: 404.1 ;90%or More of.permanent 4 Complies [FI6h ;fixtures have high efficacy lamps. JODoes Not ❑Not Observable ; IDNot Applicable 404.1.1 Fuel gas lighting"systernshave �13Complie5 [FI23I3 no,continuous pilot light. �OD'oes Not 41 j❑Not.Observable ;ONot Applicable 401.3 Compliance certificate posted: i❑Complies ; [FI7]2 i❑Does Not I ❑Not Otiseryable ❑Not Applicable 1 High Impact(Tier 1.) 2 Medium Impact.(Tier.2) 3 Low Impact;(Tier 3) .Project Title:CASTANO RESIDENCE Report date: 08/01/21 Data filename: Page 9.of10 'Section Plans Verified Field-Verified # final Inspection Provisions Complies? Comments/Assumptions &'Req.ID 'Value Value . 303.3 Manufacturer manuals,for ;❑Complies [17I18]3 inechanical and water heating ❑Does Not systems have been provided. ❑Not Observable_ ; I❑Not Applicable Additional Comments(Assumptionse .1 High Impact(Tier 1). . 2 Medium Impact(Tier 2) 3 1 Low Impact.(Tier 3) Project Title: CASTAN,O RESIDENCE Report date: 08/01/21 'Data filename: . Page.10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 2a:oo Below-Grade Wall 20:00 Floor 30.00 Ceiling/Roof 30:00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.25 Door. .0.12 . 0.25 CoolingHeating & Heating System: Cooling System: Water Heater• . Name: Date:. . Comments P+RC,y�T 10 6 iG 'g Y 03,5Ay .F OF N�1� ARCHITECT ZONING 114FORMATION: TOWN OF SOUTHOLD PHYSICAL. ADDRESS: 1700 GRATHWOHL ROAD, NEW SUFFOLK, SOUTHOLD, NEW YORK �, \�o S.C.T.M. 1000-117-04-03 Q��o 2TOWN ZONING: R-20 ;e LOT AREA: 11 ,892 S.F. (0.273 ACRE) \�P \,GAP' h . CDP R-40 ZONING PRINCIPLE SEAL SETBACKS MINIMUM EXISTING CONDITIONS �� \\�\\� G �� .� � / �� p0 LOT SIZE: 40,000 S.F. 11 ,892.0 S.F. \J� LOT WIDTH: 115.1 FT.: 150 FT. \ P. .� � 6 LOT DEPTH: 175 FT. 152.68 FT. / 5. 9 FRONT: 50 FT. 88.1 FT. / SIDE TOTAL: 35 FT. 29.6 FT. SIDE MIN. FOR ONE: 15 FT. 11 .6 FT. REAR: 50 FT. 26.4 FT. �� \,'� 1 *00 HEIGHT: 35 FT. 17.7 FT. �� PcJQ '� 6.5 CONSULTANT 5.2 X No MAXIMUM LOT COVERAGE ALLOWED BY MAIN AND ACCESSORY ROOFED BUILDINGS: 20% 7.3% PO C W X 5.5 � 21378.4 S.F. (MAX.) 869.1 S.F. PLANNING / X5•�' GROUP EXISTING FLOOR AREAS: OWNER EXISTING 1ST FLOOR 803.2 S.F. EXISTING EXTERIOR SHED 65.9 S.F. TOTAL EXISTING AREAS 869.1 S.F. JEANNE & JOSE CASTANO SEPTIC SYSTEM 1700 GRATHWOHL ROAD 4. 4 / AS DESIGNATED o, E• NEW SUFFOLK BY S.C.H.D. O •6 SOUTHOLD / X 4.8 / m N N.Y. 11956 R-40 ZONING PRINCIPLE SETBACKS MINIMUM PROPOSED CONDITIONS 4. 6 X LOT SIZE: 40,000 S.F. 11 ,892.0 S.F. LOT WIDTH: 150 FT. /115.1 FT. � 9.5 5'-0'' C� LOT DEPTH: 175 FT. 152.68 FT. . 5'8 �' el. SEIBP FRONT: 50 FT. 57.8 FT. SIDE TOTAL. 35 FT. 35.0 FT. SIDE, MIN. FOR ONE: 15 FT. 15.0 FT. O 9.6 VARIANCE b REAR: 50 FT. 38.8 FT. / i el. 1 (VARIANCE) (r) O /♦ 9.6 OJ HEIGHT: 35 FT. 34.8 FT. STOCKADE FENCE �O QG 9.5 MAXIMUM LOT COVERAGE 0 •� el 00Qp �� 00, ALLOWED BY MAIN AND �' ��' �� O� 9.4 ACCESSORY ROOFED BUILDINGS: 20% 16.02% 6.0 X \�F. �c� nn, i'5 � f.� X I vv \ �O J 22378.4 S.F. (MAX.) 1 t906.0 S.F. (VARIANCE) NO. DATE REVISION �� 15 N p� �� O p ARCh'/ / 9.6 10.2 0O ,�� 000ccRy TF PROJECT TITLE el. / el. 1 `'' �` •O, 10 Lu Y RENOVATIONS AND ,\Cp • / `O O� ADDITION AT: PROPOSED LOT COVERAGE AREAS: p d' // 035ay� 1700 GRATHWOHL ROAD F N v / 9.8 / OF NEW SUFFOLK PROPOSED 1ST FLOOR 1 382.6 S.F. ` _ fA` / SOUTHOLD W E � / s� PROPOSED EXTERIOR DECKS 424.5 S.F. �� / �� S� ,�O N.Y. 11956 SIDE EXTERIOR PLATFORMS 33.0 S.F. so 5� O GJ ,�'� 0- S.C.T.M.N. 1000-117-04-03 EXISTING EXTERIOR SHED 65.9 S.F. . �\J• Z �C des TOTAL EXISTING AREAS 1s906.0 S.F. �' I �� • 10.3 DRAWING TITLE 0 G� s Loo 10.5 s 5N� •2 6 N • F� O�j �j,� 3 ' \�\G� \\� PROPOSED � / O,JF� \' SITE PLAN X 9.2J.8 cc' p �' �P\\�\ DRAWN BY IEG c� �� CHECKED JC � l o��p . �. ^w/ DATE 07-31-2021 9.8 10.4 S� �, � 2 F7�,�, O� SCALE AS NOTED ' p0 / o SHEET'NO. N(op I •�, � 0 �� CD PROPOSED SITE PLAN / 10.8 SCALE: 1" = 10'-0" ►�O � INFORMATION TAKEN FROM THE SURVEY PREPARED BY: 0 20' 40' 60' NATHAN TAFT CORWIN III N/O PROJECT LAND SURVEYOR, E VEL YN DA SKIN 0721 DATED 12-12-2016 NUMBER I I EXISTING WOOD f FRAME WALLS L------J ARCHITECT WINDOWS AND I I DOORS TO BE _ REMOVED ril = =_= DN ��i4/ IIII IIII II [III IN77 IIII IIII PROVIDE TEMPORARY SUPPORTS ENTRY ROOM BEFORE REMOVAL OF ANY WALLS • • -2 x 6 WD. STUD WALL ® 16" O.C. IIII IIII IIII IIII IIII � \' ` Illy . J L J L I I EXISTING ROOF --�===� ---- === -----�-- DN === ---- ===�- I I �� - EXISTING ROOF I I AND CEILING SYSTEM �� I E El TO BE REMOVED TO BE REMOVED �� EEl SEAL I AS SHOWN %�' IE EXISTING ROOF �O AS SHOWN I I L- TO BE REMOVED AS SHOWN ———————————————————— IIII I I I I I I ��•��ii' �� LIMG BEDROOM# 1 IIII 1 —————————— _ _�� --------------------------- ———— IIII I77------------ IL - I1II I II-I _-=-_----II1I--III I---__--__-_--IIII �rI lII-I----I-III-rFI --rII ILI --_--_--_---TJI1-I-I1-- �III1 i II I jI l�l--- -II -II -------�II I --------- -----rIIIrIlIrII=--__-_--_--�1IIjIII 1I I --------- --- T-- ------- -- r----- EXISTING WOOD - _ 1 TEXISTING WOOD IN Fr - r FRAME WALLS I f FRAME WALLSr TO BE. REMOVED WINDOWS AND 1 I IL_-_JIJ1 IL___JI1 DOORS TO BE IL___JI IL___JI1EXISTING WINDOWS === REMOVED J === 0 1AND ET. DOOR II II I II AS SHOWN CONSULTANT --- -Jt TO BE REMOVED I I I 11 4 I I III -- ______ I I I 1 1 EXISTING WINDOWS r , I II',I I I I �__� I III IL===JLL -� IJ II L=__=jj ___ i �L_ _ L ___J TO BE REMOVED ------- - T - CL. CL. CL. _ JL ASSHOWN ___ -_____I JL JL- I HALLWAY 1 T__-� ��------- I I 11 L___J 11 I I I I I L—————-J I----------- -ITj ------ ANNING II f - I IL JII I III c KITCHEN _ BEDROOM#2 IIIIL_ GROUP I I IIII I BATH III( 1 EXISTING WOOD OWNER 1 i l -- I FRAME WALLS i L.--------� TO BE REMOVED qcl�L�� I IF-------- �I ILEE I`g✓Jl��✓� DN- ==---J ===- EXISTING FRONT ELEVATION EXISTING RIGHT SIDE ELEVATION JEANNE & JOSE CASTANO i SCALE: 1/4" = 1'-0" EXISTING EXTERIOR / FRAME WALLS 1700 GRATHWOHL ROAD - EXISTING BILCO DOORS TO REMAIN AS IS 0 2' 4' 8' 12' 0 2' a' 8' 12' NEW SUFFOLK TO REMAIN AS IS I SOUTHOLD N.Y. 11956 EXISTING FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" AREA (FINISHED): 803.2 0 2' 4' 8' 12' 15�1, ARC H/T ��ooD CL4 F� L------J W I 2 _ - 035A�� EXISTING FLOOR f OF N� SYSTEM, BEAMS AND CONC. Fl FOOTINGS TO BE I CRAWL SPACE REMOVED AS I I SHOWN 1 I --------------------------------------------------------� NO. DATE REVISION EXISTING ROOF EXISTING ROOF IE 1, I TO BE REMOVED TO BE REMOVED %�' IE= 1 EXISTING ROOF I I AS SHOWN AS SHOWN %�' LE�J AND CEILING SYSTEM PROJECT TITLE TO BE REMOVED AS SHOWN RENOVATIONS AND -, ADDITION AT:I-- 1700 GRATHWOHL ROAD 1 EXISTING CONC. FOUNDATION WALLS 1 I -------------------------------------------------------- I //// \\\\ 1 TO REMAIN AS IS I -------------------------------------------- FFOLK I I __ 1 ------------T1-- SOUTHOLD ------r----r- ----�- T-- ------------- -----r---------- ---------i-- ------------, -T-------------- I I I 1 CRAWL SPACE I� �I 1 r__� 1 Ir__,1 1�===�1 1F7- I 1�---�I r_____________ I N.Y. 11956 I I 111 111 11 11 II II II II II it II II �r_ I I I 1 I I I I Ii CRAWL SPACE i 1 JIII II I I 1 I I 1 EXISTING WOODI -7I 1 I L___ IIL__-__J11 i 11 II II I FRAME WALLS S.C.T.M.N. 1000-117-04-03 1 31ING WINDOWS IIL J11 I I 111j j�1 EXISTING WINDOWS EXISTING WINDOWS II� �I II� �I I L=_=J L===_= I I WINDOWS AND 1 I EXISTING BEAM AND I EXT. DOOR -- TO BE REMOVED TO BE REMOVED I 1 I I I I I DOORS TO BE I I STEEL COLUMNS BE REMOVED 1 I I 1 III 111 AS SHOWN AS SHOWN IIL JI 11L JII 111 II it II I I REMOVED DRAWING TITLE 1 I TO REMAIN AS IS SHOWN _ -------------- LJL . _ . — . _ - ---0 _ . _ . — . — . _ . _ .e . . . _ . --------=-=-=-=-J-�-II I I I I i I I I I II L----J I I I 1 I I DEMOLITION PLANS -------------i I-,�L� AND DEMOLITION ELEVATIONS BASEMENT EXISTING CONC. FOUNDATION WALLS (UNFINISHED) TO REMAIN AS IS DRAWN BY IEG CHECKED is DATE 07-31-2021 UP \ EXISTING REAR ELEVATION EXISTING LEFT SIDE ELEVATION SCALE AS NOTED SCALE: 1/4" = 1'-0" SHEET NO. N EXISTING MASONRY STEPS 0 2' 4' 8' 12' 0 2' 4' 8' 12' TO REMAIN AS IS z l� Q EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" 0 2' 4' 8' 12' PROJECT 07��I NUMBER I ARCHITECT DN 1 ENTRY ROOM -------------- — -------- ----------- v i ' SEAL 1 `\ \ - ___ __________________ I ------------- I ICI II II LIVING BEDROOM# 1 I I I I I zsszmmmm�:�sz I I I I I I I I I ICI II III iE:li il::Ii I I I I � I III II III I I I I I III Il III I I II II II III I I I II III II III I I I I I III I I I I 1 I it CONSULTANT I I I I I I I II I I I I I I II III II III I I 1 ============== _____________---_—_ = == ==—_= —=== 11 CL. CL. CL. �________ _- ------------- ---- -- __________� ---- ---------- __ ---------- - -- -------- ----------- ---------- —————————— ——— ---------------------- -- HALLWAY - ------------------ 1\ I _ - ___________________________________________________ -h PLANNING ° KITCHEN BEDROOM # 2 GROUP I I I J I I BATH10 I r--------------------T rJ— Ll OWNER EXISTING FRONT ELEVATION EXISTING RIGHT SIDE ELEVATION JEANNE & JOSE CASTANO SCALE: 1/4" = 1'—O" DN 1700 GRATHWOHL ROAD 0 2' a' 8' 12' 0 2' 4' s' 12' NEW SUFFOLK SOUTHOLD N.Y. 11956 EXISTING FIRST FLOOR PLAN BILCO DOOR SCALE: 1/4" = 1'-0" AREA (FINISHED): 803.2 0 2' 4' 8' 12' � ,D ARC& j Us IF1 CRAWL SPACE I ----------------- ------------------ ----------- E OF N -------------------------------------------------------- Ell\ ' NO. DATE REVISION PROJECT TITLE RENOVATIONS AND ADDITION AT. ----- --------------- ---- — -I-T----Tr-------------- ------- I i 1700 GRATHWOHL ROAD I I NEW SUFFOLK ■ SOUTHOLD l it N.Y. 11956 CRAWL SPACE I I CRAWL, SPACE I I I III I S.C.T.M.N. 1000-117-04-03 I I I I III II II III I li l i DRAWING TITLE ===== ==_========1==--- =============—=-� — • — • — • — —O — —O— • — — — — A— • — — • — — ——— ----- ------- ——— --- — --------_ EXIST. FIRST FLOOR PLAN, L EXIST. FOUNDATION PLAN, I I I I I I I I I \ L I I I I I I I I EXIST. FRONT ELEVATION, L I �Li ———— ------------- ---- I F---------------------�-�, EXIST. LEFT ELEVATION, EXIST. RIGHT ELEVATION & I I I I I \\ L I I I I I I I I I I I I i t I I I L I I EXIST. REAR ELEVATION BASEMENT I I I (UNFINISHED) I I I I i t I I I —______________ —� -----------------------------------------� DRAWN BY IEG Fj- I � L-J LJ CHECKED is DATE 07-31-2021 UP ' o EXISTING REAR ELEVATION EXISTING LEFT SIDE ELEVATION SCALE AS NOTED SCALE: 1/4" = 1'—O" SCALE: 1/4" = 1'-0" SHEET NO. N 0 2' 4' 8' 12' 0 2' 4' 8' 12' z cn EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" 0 2' 4' 8' 12' mmwmmmi PROJECT 0721 NUMBER i 42'-0j" ARCHITECT 20'-5j" 7'-11�" 13 -74" 28'-6" (EXTERIOR PORCH) 01 f � 3\° " ' . - rt;: ,_, T.O.C. FOOTING ® - 4'-2" . Q 8, � Q :� •,� °> -,��-,k s 4y F_ - - — — — — — — — — — LINE OF NEW MASONRY STEPS ABOVE— — — — — — Af.0) LINE OF NEW MASONRY STEPS ABOVE Ir -------------- I ,�� I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEAL I --- -op- ------------- •� o ( ( r----I T.O.C. FOUNDATION L------J 1-- I I I I I L------J L---- I oI I I j2f_5" 14'-31" WALL ® - 0'-4 2'-10" 5' 2" 2'-5"1 i I I — ,— " d I 11 I , " d- I I ( I T.O.C. FOOTING ® 4 2 I I I I I 1. I ( I 18" x 18" CONCRETE PIER XI� I I j 18ff 27 -1 I I $"I I /�\\\\�� I 1 I 1 1 1 I DOWN TOE F-0" x 4'-0" x 18" /r I PROPOSED T.O.C. FOUNDATION I I I ( 11 I PROPOSED I I I C. / = I I UNEXCAVATED WALL 0 + 0'-7 1/4" j 1 I w / "'� / I I f 1 UNEXCAVATED I I I EACH WAY STEEL REBARS ® 8" O.C. 1 I 4"CONCRETE SLAB ABOVE = I I I T.O.C. FOUNDATION / l� ;, / I I •°. 1 I I ^I = I I WALL 0 + 0'-2" 4' CONCRETE SLAB ABOVE 1 00 I I I I 1 L I / I 1 0 'y"I �-1 I I I / CONSULTANT -_- - I ------- 1 / 7 —4 I ( � T.O.C. FOUNDATION � � r -� 1 � I I I L- - ---------I I WALL ® - 1'-2" N I f I 1 I I 1 1 T.O.C. FOUNDATION T.O.C. FOOTING 1 1 ` L___________-J I " I ,;. •. ..,,,•, . :,...;.;` I I 18" x 18" CONCRETE PIER I = I 1 SHELF ® - 0'-2" ® - 4'-2 iV I t:.: Cwfvc OF p j DOWN TO 4'-0" x 4'-0" X 24 :. I I = L =st _-- •, gPRp1Op 2\ � CONCRETE FOOTING BELOW W/ CpbC pFp q '^A1l I I L--------------- ✓ qp Rpp W 2f_ryff I" 12 —8j 6 —2 8 —3 / `�� ` �ep� ` > � I 1 0� 5 STEEL REBARS ® 8" O.C. /� ��`\\\ ��`\\\` U f " I f ff f " / l j . I '; I ACH WAY l / R-V qe0 I / I 4" x 7" x 5" DEEP r-------� 4" x 7" x 5" DEEP / .,; �� I Z ----- / PLANNING t-6 NEW BEAM POCKET NEW BEAM POCKET / ;; ^ 7 1 1 I I j % 1 I 1 " " I I " / —7 GROUP NEW 3-1/2" x 14 2.0E �� 1 / �9 / I I / I 1 NEW 5-1/4 x 14 2.0E / / /' A-6 �1 PARALLAM PSL FLUSH BEAM PARALLAM PSL FLUSH BEAM / �'. I T.O.C. FOUNDATION / / — • — • — • — • — — -I- • . — — . — — . — —I T.O.C. FOOTING / + • — I I CAD - 4'-2" // .� WALL 0 - 0'-2" —1_T 1 / OWNER L----___J CAST IRON CLEAN OUT I p PROPOSED • 1 in I I = T.O.C. FOUNDATION / a / / I I PROPOSED M = CRAWL SPACE j SHELF ® - 0'-2" / % V �3' / / ' o N N NEW 2"CONCRETE SLAB / :`, / �4" / a m CRAWL SPACE / . NEW 2"CONCRETE SLAB ;w xw XR %��J...��/// 0) 4" x 7" x 5" DEEP / / 1- / % _ �Nm N— x — ( / / JEANNE & JOSE CASTANO T.O.C. FOOTING NEW BEAM POCKET / % PROPOSED / / ---_� ��7'/ = r I �, v=i 3® N/ / / PROPOSED / ® - 4-2" / / UNEXCAVATED / r I :. ..� w / I '. _ :" / / r z / / 1700 GRATHWOHL ROAD 1 r / 4"CONCRETE SLAB ABOVE / 1 r-- 13 ii j / UNEXCAVATED / I I 4' x 7" x 5" DEEP I ------� :'' / 'z -� 4"CONCRETE SLAB ABOVE NEW SUFFOLK 1 1 1 NEW BEAM POCKET I I / / I PROP. I I I ► / / o� / / co I I I I I 1 w� I / •.. / / / SOUTHOLD _ = I / _ PROP. I I I I 1 z a / / / / o °° UNEXCAV. 11 I I c�� I I / / / / 11 I I 1 I �' / �` N.Y. 11956 I �... / / / / UNEXCAV. I I —�. . — . — . . .� . ..: .. �• � in 4"CONCRETE 1 1 1 ( / 3+ T.O.C. FOOTING / t. V 4"CONCRETE 1 " SLAB ABOVE 11 I I „ " / I I I I NEW 3-1/2" x 14" 2.0E I NEW 5-1/4 x 14 2.0E 1 I j i 2'-2" / 0 - 4'-2 ^/ SLAB ABOVE I I I PARALLAM PSL FLUSH BEAM 1 �ARALLAM PSL FLUSH BEA01 D r I L__J ,•• T.O.C. FOUNDATION L-------� / / � / N I I I I L _J 1 SHELF 0 - 0'-2" / : :: / T.O.C. FOUNDATION / / ( I WALL ®oar - 0'-10" 1 •-id T.O.C. FOUNDATION . . ; ;.. % , %' LL. T.O.C. FOUNDATION _ I SHELF ® - 0'-2" � 1 / / I °o cV SHELF 0 - 0'-2" I = I I-6 \ 1 , goo 5,-7'�" / / I T x, 18" x 18" CONCRETE PIER I LINE OF NEW = I NEW / N DOWN TO 4-0 x 4-0 x 24 I LLrl) / / I 3® CONCRETE FOOTING BELOW W 1 I NEW L FRAME WALL a0 ' I /I UNEXCAV. I / _ _ (-- w „ABOVE I I I I' g' -� z 5 STEEL REBARS ® 8 O.C. I" f " (4„CONC. I ------1� -�/ o I EACH WAY IIUNEXCAV. {2 -4 I (REFERENCE) I ( -----------------1 — — -sLABABovE) I ----- / I N 1 I / '�� M 17'-5 I f 4-,- f `r:, �` /l Lo I Y ( ) FLOOR LEDGER - a coN� .— .. . •. NEW 2 2 x 10 3'-0" I -`� -- - ---- I ATTACH W/ 5/8 LAG BOLTS I r---- { �' , STAGGERED 0 16" O.C. I I -------, J 18 = I — — — — — — • — L r--------- _____ 5'-5 r , rid (2) 2 x 10's 18" x 18" CONCRETE PIER r------ 2 5'-0" 3'-0" NEW 36" WIDE x 24" 1 1 rn I 'q A-7 HIGH ACCESS OPENING I 1 ^1 2 = 2 FLUSH HEADER DOWN TO 3'-0" x V-O" x 18" I I I Lq] Io A-7 r-IN .• I 2 I I 3'—O" T.O.C. FOUNDATION A-7 CONCRETE FOOTING BELOW W/ - -� = WALL ® - 0'-2" 0 --#5 STEEL REBARS 0 12" O.C. I I -----� --Id in r------------ EACH-WAY- i I 0 PROVIDE CONTINUOUSLY OPERATED _____——1 CD f » n MECHANICAL VENTILATION AT A { CRAWL 2 _4 j 1 ------ L-----J CRAWL / RATE OF 1.0 CUBIC FOOT PER MIN. FOR EACH 50 S.F. OF CRAWL j I I SPACE SPACE SPACE GROUND SURFACE AREA. CRAWL SPACE I I I �' 1 = •N -----� GROUND SHALL BE COVERED WITH CRAWL SPACE I ''�. I I NO. DATE REVISION A CLASS I VAPOR E'ARRIER. 1 ( . • 1 = = i I I I PROPOSED o I I NEW CRAWL SPACE L I 1 00 I PROPOSED T-_ --- 1 I UNEXCAVATED I I 18 x 18" CONCRETE PIER I I TOTAL AREA= 609„8 S.F. { 13'-9 " i 4'-1 , " „ L ______J x I ° --� 14"CONCRETE SLAB ABOVE N DOWN TO 4-0 x 4-0 x 24 I UNEXCAVATED PROJECT TITLE .-. 8 —10 - I .. CONCRETE FOOTING BELOW W/ 1 N _j ! 14"CONCRETE SLAB ABOVE =O Z PROVIDE= 12.2 CUBIC FEET I •' I = Z #5 STEEL REBARS ® 8" O.C. z I F MECHANICAL VENTILATION p _-- J F EACH WAY � 1 RENOVATIONS AND N x 1 I I X X J ADDITION AT: w I 00 T.O.C. FOUNDATION w ( w vL -------------------- __ __ _ __ __ _ SHELF ® - 0'-2" in - = N — — — — —O — — T —0— • — • — • — — A- — — . — . — . _ o EXISTING (3) 2 x 8's BEAM 1700 GRATHWOHL ROAD ---- ---_ NEW SUFFOLK F I I T.O.C. FOUNDATION d. r- � N i o i WALL 0 0'-0" N I c; SOUTHOLD +I 3-1/2" X 3-1/2" x 1/4" I cj I ° N.Y. 11956 I STL. COLUMN DOWN TO I io 3'-0" x 3'-0" x 18" I I '- -——— A j" CONCRETE FOOTING BELOW L- S.C.T.M.N. 1000-117-04-03 17 —8 9 —0 W/ #5 STEEL REBARS 0 12" O.C. EACH WAY T.O.C. FOUNDATION BASEMENT BASEMENT `` DRAWING TITLE WALL ® 0'-0" (UNFINISHED) COco (UNFINISHED) x 00 N L) z PROP. FOUNDATION PLAN, uP P 1 w EP �g ARC AND �iij, PROP. FOUNDATION �iir • — • `�'�P��°C�Ati 9�� FRAMING PLAN N W 2) 1-3/4" x 7 1 4" U, r L FLUSH HEAD R LU a T.O.C. FOUNDATION CC Y 1 DRAWN BY IEG WALL 0 0'-0" zcq- 13KEY 03sA5� N Q I w CHECKED JC a - STEEL COL. ¢ OF N� - • — • — • — • - - FLUSH S-JCTURAL MEMBERS DATE 07-31-2021 L J - LOADS FROM ABOVE ON WALLS SCALE AS NOTED " 5f-5ff fff -1ST CON Cry LEVEL -7 f 28 -1 (EXISTING) 6 -10 �.,.�,•*.•srY' gu,. ..}��,�t _2ND CONC, LEVEL SHEET NO. 35'-2 " , -3RD CONC, LEVEL 01 ?'F.Crf%;y;j>;','}'z':i w•SStl+,iF:d '1`..:` -4TH CONC, LEVEL -5TH CONC, LEVEL PROPOSED FOUNDATION PLAN -- -HID EN MEMBERS ABOVE PROP. FOUNDATI FF ON FRAMING PLAN SCALE: 1/4" = 1'-0" - - -DROPPED BEAMS ABOVE p -FRAME WALLS (SEE 01 A) 0 2' 4' 8' 12' 0 2' 4' 8' 12' PROJECT 0721 NUMBER i ol 42'-0j" 20'-51" 7'-11 J» 13'-7jn lool STRUCTURAL KEY 5j"0. 19'-6j" 5j" %////////////////////// -LOAD BEARING WALL 5'-6j" 8'-6" 5'-6j" 2'-4j" 5f_7n -LOAD FROM ABOVE -HEADERS (FLUSH MEMBERS) -®-°-- -GIRDERS (DROPPED MEMBERS) -STRUCTURE ON UPPER AND LOWER RC Q � � co � ❑ -STEEL COLUMN HSS 4-1/2" x 4-1/2" x 1 4" Q �� HSS 4-1/2 x 4-1/2 x 1/4 28'-6" (EXTERIOR PORCH) 7' 1¢^S n COLUMN PER & FOOLIN TO NEW G BELOW CONCRETE COLUMN DOWN TO NEW CONCRETE "� -POINT LOAD ABOVE `2y ( ) PIER & FOOTING BELOW (6) TYP. 0 -WOODEN POINT LOAD _— --- -- � ? b ———————————————— ——— ——— — N 22" -- --- _ CA (=j I O If MAX. O O O O I i ------------ -------------------------- — — O _ \ I t 5 1/4" x 11-7/8 CONT. ® \ d V 6 ao cn 2.0E PARALLAM PSL \ I i._w DROP. BEAMO '_ n 15 9 f n I O \ I I'��a I �� \ HSS 4-1/2" x 4-1/2" x 1/�" -$ I � \ „ I aw o I S� ^ \ COLUMN DOWN TO NEW CONC w M \ I I=�m ci 1 1/4, \ PIER & FOOTING BELOW 1 I f a w f n » \ \ I ,xmd �� I or p 11> 7 \ \ x I 1 -4 �o PROP. FRO TPOR H -4 1 -4 1 \ " " I Sao m I o qRq �x8"� ^ \ w I \ 5-1 4 x 5-1 4 1.8E N.— „ .. HDO-8 HOEDOWN CONNECTOR DN 22" N TONE FI ISH AS DN 22" W \ PARALLAM PSL/COLUMN I wo 3�e1 5-1A x 5-1/4 1.8E 5-1/4" x 5-1/4" 1.8E I R°P 6fgM PS�NT, \ \ \ = SEE DETAIL 5 ON SHEET A-7 MAX. SE CTED PER OWNER MAX. X r�� POSTED DOWN SOLID TO I I o w PARALLAM PSL COLUMN PARALLAM PSL COLUMN �\ \ 1O c� z POSTED DOWN SOLID TO o I / NEW CONCRETE FOUNDATION POSTED DOWN SOLID \ NEW CONCRETE FOUNDATION TO NEW CONCRETE I _ = I / O WALL BELOW (3) TYP. I 00 I / ^ FWG8 8OL FWG80BOR .8T^\ I I FOUNDATION WALL — . — . — . _. . — . _. . — . = 5 _ 19 -7 5 $' 0" o -� 3-1/2" x 9-1/4" I o p� �, HDQ-8 HOEDOWN CONNECTOR '- HDQ-8 HOEDOWN CONNECTOR U .- CONT. 2.0E PARALLAM o j o SEE DETAIL 5 ON SHEET A-7 I PSL FLUSH HEADER a�4� .— ? 3 SEE DETAIL 5 ON SHEET A-7 I N / <v xa I �cnw�o N I N I N`O ��/ �I wp x % DN 4" i P l ' — — — 1 w w � 5f_1n co R0p c� » W PROP. " \ 00 -7 \ 1 HCgPRON 5-1/4" x 5-1/4" 1.8E o o (2) 2 x 1•' • \ z N 3 O 3 �_ = PARALLAM PSL COLUMN '-w xa of ~� HEAD \ / LIVING \ g0 j 15 f / k rn POSTED DOWN SOLID TO x o N c0 0_,m \ • \ \ow o ALL FINAL FIREPLACE o0 �6�' / B / I NEW CONCRETE FOUNDATION Nw v¢ \ / • \ j vAND / SPECIFICATIONS IMNEY TO BE ROOM FOYER ;-CL.I �80 o H 000R _ _ WALL BELOW (2) TYP. = Z® °0 a�f ? \•�\ c� l l PROVIDED BY MASON 1 nl 1 / p ix0_1 N/ a 16" 10 O.CF.J. - NOTES: FEU`4 • \ MOUNT TEL VI ION �' _ +� 1 1 _ _ _ _ _ _ all/ S << M h A—f) CENTERED B = �� \ c90. A-6 A-6 7" x 18" 2.0E • . — . — . — . . I l N HE DER l 1 FRESH AIR INTAKE FIREBOX / ey 4<v / PARALLAM PSL / „ „ a FLUSH BEAM 5-1/4 x 5-1/4 1.8E i A-6 _9n 2'cb PARALLAM PSL COLUMN 8 O / DOWN SOLID TO POSTED D 1 NEW CONCRETESFOUNDATION = FIREBRICK TO BE I FINISHE ACE \ o� $ Vo c�a , SELECTED �'�� - I TO BE 0 FIRMED 4 `I' a hcO °j ' 8 6 x 6 COLUMN POSTED in a0 1 I r, _ P ER d 2� �,"Qcu vi _ i wo BEAM BELOW \ WALL BELOW (2) TYP. .0 DOWN SOILID TO NEW 1 0 =J I OPTION: = M 1'-9" !� / Ave, Z � N o 4 / ^� CONCRETE FOUNDATION k WALL BELOW C,4 C.I. ASH DUMP -- I N GAS LO 10 MIN. ': 13 » �� " '/ _=J i x __ J o PARALLAM PSL/4" 1.8ECOLUMN w® PARALLAM PSL/COLUMN _ \ \ POSTED DOWN SOLID TO z POSTED DOWN SOLID TO - HDQ-8 HOEDOWN CONNECTOR / - 18" FLUSH STONE HEARTH � " � � - \ / SEE DETAIL 5 ON SHEET A-7 �y 1 = 3 -8 MIN. , ; NEW CONCRETE FOUNDATION NEW BEAM BELOW \ GARAGE Sal" NEW 2 x 10 F.J. J DIN O r • — • — . — . — . — . — . . — . — . — . — . — . — _ 0 12" O.C. 7" x 18" 2.0E 4" / = PARALLAM PSL i �O O 0000 FLUSH BEAM PROP. DINING = ti� E- N 1 � • \ . \ 2 0 l j4b AREA o Z a� x psi E pq '� 14" DN a _ . ��USNgeegM fy�� _ �01,-1 „ Oti v xm \ • \ 5-1/4" x 5-1/4" 1.8E �O �"j / o c5 N • \ PARALLAM PSL COLUMN o „ " o I POSTED DOWN SOLID TO xa 5-1/4 x 5-1/4 1.8E • \ NEW CONCRETE FOUNDATI( to ► pr N co PARALLAM PSL COLUMN WALL BELOW (2) TYP. _ 0 N' POSTED DOWN SOLID TO HDQ-8 HOEDOWN CONNECTOR \ / --KV " " 3® NEW CONCRETE FOUNDATION r7 c,a 5-1/4 x 5-1/4 1.8E w WALL BELOW (2) ? SEE DETAIL 5 ON SHEET A-7 1' 5 " I DN co,z•i' PARALLAM PSL COLUMN 7" x 18" 2.OE z HF`O R°S 4 x 6 COLUMN POSTED y POSTED DOWN SOLID TO f p �� NEW CONCRETE FOUNDA710N PARALLAM PSL = ti N DN 21" `L4'$ a �� •�` WALL BELOW (3) TYP. LUSH BEAM 1 DOWN SOLID TO NEW ------ g. �r.,� — . — . —_•—___ _ ___ I CONCRETE FOUNDATION _ � I---------- -i I MAX. » d' '\O o w I — . — . — . — . . — . — . ` WALL BELOW kow 17'-11» d 1' 3 3'_8 " 3 9'-6 �� I Baal Lo Lo 51' I = $ N U �a� N w "1 I r---------T—®®— I M o to �O a�Q �to Qm 0 i PROP. 9' 2 n f Tit ----_--T--Na .-J - I = • TW2656 co I I cO x< -1 4 x -1 4 A 2 7\ Q N - L --KITCHEN - - ® ROUGH OPENING �� / _ I P 2'-8 J" x 5'-9" �} M 2 2 ___ I 13® ® I i�a�` ( PS FL SH B M (2) 2 x 1 O's c� ccoo x o f 17 UP (1 READS 0 1 " IN. co z�� l w HEADER 1 Z - --- I �, N 2 co ow u)o M vl ® oZ W 000 o = 18 RI ER 0 7. " wa Z o - 5-1/4" x 7" 1.8E I 2) 2 x 10 ozovNia A-7 FooY x o N.. - M 1 I N~X~"= x o PARALLAM PSL • FLUSH BEAM <�- �- �I, _ moo oQ Q COLUMN POSTED r ww �w ?O jCIL. o.l w Nw ---� DOWN SOLID TO I �ofaoi TI--� c _ N" . X: NEW CONCRETE ��- I I » wo�wN 6 x 6 COLUMN POSTED I = N -1 2 x 7 1.8E o 5� 6 " - " -" 6�I i 3 -r 0 - rlcV x I w x z DOWN SOLID TO NEW r=KV 3 8 -1 3 -84 I 1 I 5 » 1 - - FOOTING BELOW -- N= I OL MN POSTED „I AR LL M PSL w o o. � II -- I I I CONCRETE FOUNDATION 7 z 9= �j•I I 0 S LID TO NEW WALL BELOW (3) TYP. �� PSO PARABEAM _NJ.L. 1 M �� f ". — — , I ON O11NG BELOW 3 8 -11 — — _ 6 x 6 COLUMN POSTED = DOWN SOLID TO EXISTING -1/2" x 9-1/4" M O\ CONCRETE FOUNDATION _ OE PARALLAM I CL. CL. CL. O� cs0 LAUNDRY 0� DN DN WALL BELOW (6) TYP. / P FLUSH BEAM 1 x o N `� ROOM o i I N_ 00 coo vNi a.1 M `\ D`O�O /��\ �p�0 l OHO I D = — •—I(�I —IN v x \ 'S O M O A ' c3� ��a 0 �\ �1 ' I i 6 x 6 COLUMN POSTED Ir N "1 I o Z �= x O \_�m 1 I WALL BELOW BE OW (4)SOLID TO EXISTING „ 0 00 _ I Q _Oxm <w I CONCRETE FOUNDATION f_ n I Max N N NO ( I w<NO_L _11 ff W 6 9 a te:," `�' w® x a. i I x o I I °� 5-1/4" x 16" z ,'.o w I I d N w 2f_9 n W•w o w _ • —PSL FLUSH BEAM — • • — • — — — 1— SH AM M N 2.0E PARALLAM 04 I 3 2 x 1O's .. PROP. 6'-1" / N BEDROOM LINEN ;n ---- o a 5-1/4" x 5-1/4" 1.8E PROP.BATH 1 o W v -' POSTED PSL COLUMN / y 9,_2" o x DOWN SOLID TO / o �' NEW CONCRETE FOOTING N=:t, o� BELOW xLd i o d in cn w in �-IN O iI � xa N W �' NW0 x 40" x 3'-6 �W NCO c.�x _ w 0 SHOWER 080 x oCD rl 3® ` ►7I�I O.I = I N W z �_ N 51» N M34" 1, 0 :Ql- - // 5 rr 0a——— r KV c TW2656 Lo E RESS6 EGRESS • TW2656 / / HEADER g ARC 2 x 1O's (2) 2 x 10's (2) 2 x 1O's ROUGH OPENING ROUGH OPENING ROUGH OPENING HEADER HEADER EXISTING BILCO DOORS 2'-8 x 5'-9" 2'-8 �' x 5'-9" 2'-8 �" x 5'-9" BELOW TO REMAIN AS 1:5 C(q� d rC 6 x 6 COLUMN POSTED Gj q� i KEY DOWN D TO FOUN FOUNDATION EXISTING ��Q ?A Q WALL BELOW (2) TYP. UJ ; k O - LEADERS 3'-6j" 10'-51" 10'-5j" 3'-6j" 2'-8j" 2,_8j„ - - - a1;� - DROPPED BEAMS o35 LINE OF SECOND FLOOR ABOVE 7 - LINE OF STUCTURAL MEMBERS OF N� t 28'-1" (EXISTING) 5'-5�" 6'-10�" -——————- - LINE OF CLG. EDGE ABOVE 35'-2 " ------------ - LINE OF CENTER LINE LOAD BEARING WALL PROPOSED FIRST FLOOR PLAN E3 - POINT LOADS (WOODEN)EELTUBE --------- ❑ - POINT LOADS ) PROPOSED FIRST FLOOR FRAMING PLAN _ - LINE CLOSET POLES & SHELVES SCALE: 1/4" = 1'-0" AREA (FINISHED): 1,382.EI Awl - WALLS 0 2' 4' 8' 12' °" - MED. CAB. 0 BATH RMS. 0 2' 4' 8' 12' I i 42'-0j" KEY ARCHITECT 20'-51" T-11 " 13'-7j" 01 WINDOW NOTES: STRUCTURAL KEY - - O - LEADERS40e DROPPED BEAMS " 19'-6 " 1. OVERALL UNIT DIMENSIONS SHOWN ON PLAN - LINE OF SECOND FLOOR ABOVE RE " - 2. A WINDOWS EXISTING HOWN WITH AN MEET - LINE OF MEET THE �.....® _HEADERS -------- - LINE OF CLGC EDGE ABOVE 8 -6 CODE REQ. FOR EGRESS: ____________ 5'-6 " 5'-6 " 3'-11 3' 11 " * gRDERS LINE OF CENTER LINE I . MAX. SILL HT. 44 - ' ' — ' ' — ' ' - -SECOND FLOOR BELOW - MIN. NET CLEAR OPENING: 1ST FLOOR 5 S.F. ® -POINT LOAD �� - LOAD BEARING WALLd. t e MIN. NET CLEAR OPENING: 2ND FLOOR 5.7 S.F. CLG. EDGE BELOW ® - POINT LOADS WOODEN V ^ MIN. OPENING HEIGHT: 24" ----------- - I • 2 ry 14�S " Q NOTE ALL HEADERS (2) 2 x 10'S UNLESS OTHERWISE NOTED _____ __� - POINT LOADS (STEEL TUBE) � � MIN. OPENING WIDTH: 20 � ) , •�:. Q ry - LINE CLOSET POLES & SHELVES - WALLS SEAL 28'-6" (EXTERIOR DECK) 1_2i_ - MED. CAB. ® BATH RMS. .. 1 U ALL EXTERIOR GUARDRAILS p TO BE 36" MIN. IN HEIGHT EX�R/pR o AS PER CODE k PARALLAM PSL COLUMN C � PARA4LLAM PSL/COL MN POSTED DOWN SOLID TO POSTED DOWN SOLID TO W� EXTERIOR DECK HEADER BELOW (3) TYP. HEADER BELOW 3-1/2" x 9-1/4" 2.0E Li HDU2 HOEDOWN CONNECTOR _ PARALLAM PSL HEADER 5-1/4" x 5-1/4" 1.8E SEE DETAIL 5 ON SHEET A-7 FOR ATTIC WINDOW ABOVE PARALLAM PSL COLUMN POSTED DOWN SOLID — — — — — — — — — — — — — 0 r x I- (3) 1-3/4" x 11-1/4" CONT. WALL BTO ELOW FOUNDATION 6 x 6 COLUMN POSTED 6 x 6 COLUMN 00 "- I 2.0E MICROLLAM LVL HEADER DOWN SOLID TO HEADER POSTED DOWN - — -- - BELOW (2) TYP. SOLID TO BEAM CONSULTANT 3 �/ FWT4116 (2) FWT4116 �� —A F�� s56 .mo t A36 / � A36 BELOW A-6 FWG8080L FWG808OR r 44000 1-OR-M ) 1-3/4" x 9-1/4" CON L - - — — — 2'-a " x s'-s" O_ o EACH WINDOW — — — — �] N 2.0E MICROLLAM LVL BEAM �' / I N N `O z HDU2 HOLDOWN CONNECTOR /"� O / I I 12 x 10 R.R.'s I I — ' �3 — — — — — — — Ac� '/ Fl ww =x SEE DETAIL 5 ON SHEET A-7 / I o •DOWN TO 2 x 12 ' 3-1/2" x 9-1/4" 2.0E vw ro v 0. / x W I (FLAT PLATE I PARALLAM PSI- HEADER M�CR�/4+ L*j �' cV6 MASTER BEDROOM 7 _�/ �� ^ / '� I x . AND ROOFOPLAN FOR ATTIC WINDOW ABOVEy/4„2 / o;Q/ •. , / gpRf % e #2 Fwo8o8oR I" NEW2x10R.R. NEW 2x10R.R. NEW 2x10R.R. I I2x10R.R. NEW 2x10R.R. I NEW2x10R.R. I2x10R.R. , ,E\ \v PLANNING 1 ^ 1 1 I 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 1 a HDU2 HOLDOWN CONNECTOR _i'� O _ 1 GROUP SEE DETAIL 5 ON SHEET A-7 N A-6 5a" A-6 NEW 2x10C.J. ( I I I NEW 2x10C.J. I NEW2x10C.J. N / T —6 51 21'-0" ° I 0 16" O.C. 0 16" O.C. I 0 16" O.C. / 6 x 6 COLUMN POSTED I I I I I I w Q 2 x 10 R.R.'s OWNER /2 DOWN D TO HEADER ( I I I I O M DOWN TO 2 x 12 0� = v, 2,i a BELOW 2 TYP. �i r-1•� PROP. -`80 h `" I I FLAT PLATE �c 4,/ 6 x 6 COLUMN POSTED '�y :• g. SEE SECTION 1 c� o DOWN SOLID TO NEW i0 BEDROOM o.�` /ro <¢ _ <¢ _ <¢ _ •_ I z Q AND ROOF PLAN Q CONCRETE FOUNDATION I M r thJ " J4, M �Jmi �-AUJ �Jmi ( �Jm d'¢W 'd' 1w U NZ�/ WALL BELOW I��m I�Jm x¢ x¢ x¢ I — a , I x¢ x¢ x¢ Poo N gaol ��ol <A I Sao Iraa.° I aa.o I�e JEANNE & JOSE CASTANO OJI I OJ) I OJI I I pJ I I OwJ I wOJ Ind mNa mNn�' �'Na I nNa mN� I�'Na =xQ 1700 GRATHWOHL ROAD I I i I�� NEW SUFFOLK ¢ SOUTHOLD o I \ z \ ti� o z 'moo \ I LnQ \ o w °0 w¢ I a N.Y. 11956 �z I �� ry I (�� I I I I I I 5-1/4" No�x� �`1 �� :. .17'-1" / -w -- -- �'xw NM I / PARLLAM PSL/COL MN `�'' -- -- MASTER - == SOLID TO =a¢ T / vj I r-- " " I o v , - -- BEAIM BELOW T 248t)�"� - 2 .»: r r. / O I 3-1/2 x 7 1.8E o I o�I BATH r-- e / I`'' x I j O I I I \ ^O "/ I g (PARALLAM PSL I= N (2)2 x 10 I ( \ l0 �. COLUMN POSTED m o FL. BEAM I I I O I i p DOWN SOLID TOii — rn 4 I I 8 N I (BEAM BELOW I I r l I MASTER I I 6 x 6 COLUMN POSTED � ( / q DOWN SOLID TO HEADER / T 10 151 _ „ I I I W.I.C. I I I W.I.C. I I BATH BELOW (2) TYP. - I I I I x /. I $ —2 co I I I I I I O o, = ow 6 x 6 COLUMN I I p '-0 " ;' L 6'_6 " J II HOP. I I -- I �o� X I — 6 — ��\ / M' POSTED DOWN - 8 ¢ \/ x¢I SOLID TO BEAM' - k 4J I "�' "�- 0 a /\ BELOW (5) TYP� Q 6 4 4 L———— ——J ALL I •,r 5-1/4" ONT. 2.0E a " I------ O�' A w S _ 3 I o ,i 5-1/4' x 5-1/4 1.8E L- �___ co PARALLAM PSL COLUMN _ 9-1/4"/ " , - c� I PARALLAM PSL HEADER OE � HDU2 HOEDOWN CONNECTOR _��. � r-KV � " 4-1 6 -1 -�� 7 —1 POSTED DOWN SOLID TOI � / I SEE DETAIL 5 ON SHEET A 7 N I I to 13 —6 , (V BEAM BELOW �� 5 „ <.. I ,a?` FOR ATTIC WINDOW ABOVE — . — . �z (SEE PROP. REAR ELEVATION) 3-1/2" x 11-7/ V w P TW2656 Q) I -1 2" x 9-1/4" 2. E innOE PARALLAM P (2) 2 x 10 z 1 TREADS 0 10" IN. uO ROUGH OPENING e / AR LL M PSL HEADER r� x� ALL GUARDRAILS (18 RISERS 0 7. •}=�c•5+—g�-- — J n0 2 2 3-1/2" x 7" 1.8E W 3 FLUSH CLG. BEA FO TTI WI D W AB VE HEADER — I 2 N =+"= I ITO BE 36" MIN. ( PARALLAM PSL o 0 0 ( 2 QO �tA ,7) Q IN HEIGHT AS o,� I A-7 A-7 COLUMN POSIED W W I 1j.00 � w I IPER CODE � .� o I� ( 00 I 6 x 6 COLUMN POSTED 04 N w to o w DOWN SOLID TO = m x W DOWN SOLID TO HEADER z BEAM BELOW m- " I PROP. I I a .V= �' 104 a x Z I ^W I BELOW (2) TYP. OFFICE I I ^ :N I < ( r.�04 o I o I I 3'-31"DN ' 1 " - Ise—4 I Nv rlcV I cy)T a NEW 2 x 10 R.R. " I NEW 2 1 R.R. 0 16" O.C. 16 0 :i MIN. ( I N a I 6 x 6 COLUMN POSTED NO. DATE REVISION I o DOWN SOLID TO EXISTING •o o- <, z' I M a I CONC. FOUNDATION BELOW 00 CL. O o w' m .I0 I �� s x 6 COLUMN POSTED I I 04 x QI PROJECT TITLE J �: DOWN SOLID TO EXISTING ----J I - o CONIC. FOUNDATION I N= POWDER I 0 , BELOW (2) TYP. O HDU2 HOLDOWN CONNECTOR ��, �R8 � ROOM I `n I SEE DETAIL 5 ON SHEET A-7 I ,— „ 3 " p " I RENOVATIONS AND 00 I / 13 5 4—1 '� $ —11 I I ADDITION AT: — — • — • — • — • — • — — — — • — • — — . — . 1700 GRATHWOHL ROAD ?e N 2 2 x 10 ROOF FLUSH BEAM 2 2 x 10 ROOF FLUSH BEAMi i / NEW SUFFOLK 6 x 6 COLUMN POSTED 6 x 6 COLUMN POSTED x / I DOWN SOLID TO EXISTING �) I DOWN SOLID TO EXISTING SOUTHOLD r CONC. FOUNDATION BELOW wo¢ CONC. FOUNDATION BELOW00 N.Y. 11956 cV mI °' I I I Z I S.C.T.M.N. 1000-117-04-03 o ATTIC I I x mI I DRAWING TITLE (UNFINISHED) I I \QI HDU2 HOLDOWN CONNECTOR ( I 01 I SEE DETAIL 5 ON SHEET A-7 I ( „ i PROPOSED SECOND NEW 2 x 10 R.R. NEW 2 x 10 R.R. 51" 27'-2" 51 "I I ® 1s" O.C. I ® 1s O.C. I �p ARCy� FLOOR PLAN I .01 9�� AND PROPOSED SECOND LU 9 9N FLOOR FRAMING PLAN rlcV (3) TW26510 _ I 5-1/4" x 9-1/4" 2.0E I Y U ROUGH OPENING L — — — — — — — — — — _PARALLAM PSL HEADER I--- - - - - - - - - - - - -2 8 F_xsr.- - - - - - - - - - - - 035Ay� -� (EACH WINDOW) DRAWN BY ►EG grFOFN� co 6 x 6 COLUMN POSTED CHECKED JC I DOWN SOLID TO EXISTING Q Q CONC. FOUNDATION CIO- BELOW (2) TYP. DATE 07-31-2021 14'-01" 14'-0j" 2'-8j" 2'-8j" SCALE AS NOTED '-7 f 28'-1" (EXISTING) 5'-51" 6'-10 J" SHEET NO. 35'-24" PROPOSED SECOND FLOOR PLAN PROPOSED SECOND FLOOR FRAMING PLAN AREA: 1,273.6 sf SCALE: 1/4" = 1'-O" 0 2' 4' 8' 12' 0 2' 4' 8' 12' PROJECT 0721 NUMBER 28'-6j" ARCHITECT 6 RESIDENTIAL GENERAL NOTES . 1. All new work to conform with the 2020 international residential code (irc), the wood frame construction manual-2018 sbc high wind edition & the 2020 new york SEAL z EXTERIOR DECK state energy conservation construction code where applicable. BELOW 2. These plans are designed to meet or exceed the requirements of the N.Y.S. 00 Building Code. When building in other jurisdictions variations or adjustments may be required, verify any such requirements with the local code enforcement agency. 3. The Architect's certification applies only to this plan's conformance to the N.Y.S. I— Building Code and local codes. 4. Assumed Soil Bearing Capacity: 1 ton /Sq.ft. 5. All footings to rest on virgin, undisturbed soil. I I 6. Concrete to be plain, unreinforced, 3,000 lb. — 28 day test, except for Garage slab where Concrete should be 3,500 Ibs— 28 days test as per table R402.2 (RCNYS) 7. All lumber to be Hem. Fir— No. 2 with design values as follows unless otherwise noted on plans: CONSULTANT o E=1,300,000 psi / Fb = 850 psi / Fv = 75 psi 1 Fc = 1250 psi 1 I 7 A-6 EJ FcT= 405 psi A-6 / Ft = 500 psi __ 12 12 12 12 12 I 12 12 12 12 4 r / 8. Design Loadings are as follows: I I 12 —16 6r �6 6� / 124 24 24 24 / LOCATION LIVE DEAD DEFLECT LIMIT PLANNING ANNING ��/ 1 st A. 40 LB 10 LB L/360 / GROUP cI _ Attic (Non Storage) 10 LB. 6 LB. L/360 N Z I /// Attic (with Storage) 20 LB. 6 LB. L/360 = w // Roof (w/Fin. ceiling) 20 LB. snow 15 LB. L/360 OWNER w M M M M M M > /� Roof (wo/Fin. ceiling) 20 LB. snow 7 LB. L/360 m 0 0 0 0 0 0 x / Ceiling beams may have to be increased for storage attics and rafters increased / for higher snow loads. PROP. ROOF I I 0 o: X / g CRICKET SLOPED I AT 3/12 MIN. 9. Provide double framing members around all openings. Provide headers above all � � JEANNE & JOSE CASTANO / doors & windows. All headers to be (2) 2" x 8" unless noted otherwise on plans. PROP. ROOF / j � CRICKET SLOPED I / b 10. Connect joists to all flush headers, girders & ledgers, with steel framing 1700 GRATHWOHL ROADF SUFOLK I AT 3/12 MIN. / / N hangers, as per manufacturers instructions. ("TECO" or Equal) NEW NEWSOU SU If Specific Connectors are specified, no substitutions are permitted. N.Y. 11956 / 11. Electrical work to conform to the National Electric Code. 12. The Architect assumes no responsibility for the construction means, methods, techniques, sequences, q q procedures, or for safety precautions & programs in connection with the work. There are no warranties, nor any merchantibility of I fitness for a specific use expressed or implied in the use of these plans. 13. Contractor to verify all dimensions before starting construction, & notify Architect of any discrepancies immediately. Do not scale drawings, follow dimensions only. 14. Any deviation from these plans without the written consent of the Architect will 2 2 negate the Architect's certification of these plans. A-7 I A-7 I 15. All structural lumber that comes in contact with concrete shall be ACQ lumber. W W I I Use stainless steel, or treated metal connectors that come into contact w/ACQ lumber. II J J II II W W II II _ m m 12 12 II �4 0 0 4r- II II II O II I NO. DATE REVISION I I co I I I x p ARC�y/T ,6'D Qq F' PROJECT TITLE 04 CHIMNEYS RIDGES �PQI 9y ❑ I I SKYLIGHT RAKE EDGES LU D RENOVATIONS AND VALLEYS * ar ADDITION AT. 035a5� -9 F OF N� 1700 GRATHWOHL ROAD I _ NEW SUFFOLK EAVE DORMERS SOUTHOLD ( I 12 8 W 8 12 N.Y. 11956 II m f� I o ( S.C.T.M.N. 1000-117-04-03 ICE & WATER PROTECTION NOTE:PROVIDE ACCORDING WATER&ICE PROTECTION IN AREAS WHERE SHOWN. DRAWING TITLE II II PROPOSED ROOF PLAN AND PROPOSED ROOF FRAMING PLAN '-74 Q 28'-1" (EXISTING) V-5j" 01 35'-21" NAILING: DRAWN BY IEG 4 EDGES:6 ON CENTE 40 FIELD: 17 ON CENTER CHECKED ,JC NAILING IN SHADED AREAS: (4'WIDE FROM WALL EDGE OR RIDGE '> DATE 07-31-2021 NOT INCLUDING OVERHANGS): SCALE AS NOTED EDGES&FIELD:6'ON CENTER& OVERHANGS NAILING FOR WALL SHEATING: SHEET NO. EDGES:6'ON CENTER FIELD:12'ON CENTER DETAIL r_'� ROOF PLAN ROOF AND WALL SHEATHING SCALE: 1/4" = 1'—O" ATTACHMENT DIAGRAMS 0 2' 4' 8' 12' PROJECT 0721 NUMBER I I I z ARCHITECT 35'-0" MAX. BUILDING HEIGHT_ i N � — — — — — — — — — — — — — — — — — — 12 12 2 x 6 PVC BRACKETS 12 6 - 6 S E EQUALLY SPACED 10N 4PON 6 SHEET A-6 PROPOSED VINYL SIDING 6 EXPOSURE- COLOR TO BE PROPOSED COMPOSITION SHINGLES 12 12 SELECTED BY OWNER COLOR TO BE SELECTED BY OWNER 12 24 - --- 1 x 2 PVC SHINGLE MOLD \\ \\ 1 x 2 PVC SHINGLE MOLD PAINTED WHITE 24 / / +----- \ / / � \ PAINTED WHITE � • '• ° 1 x 6 PVC FASCIA BOARD 1 x 6 PVC FASCIA BOARD • PAINTED WHITE / \ / \ PAINTED WHITE A_2 \ 1 x 6 PVC FRIEZE BOARD / / \ 1 x 6 PVC FRIEZE BOARD PAINTED WHITE 4 2 \ PAINTED WHITE SEAL / TW2656 TW2656 / TW2656 TW2658 �\ T.O. ATTIC SUBFLOOR / _ / " \ SHED ROOF WITH 20' RADIUS FLAIR ' _ _________- _ _ ---_--_ --- -----_ __ \ 12 SEE SECTION 1 ON SHEET A-6 / --- - - - - ---- - --------------------- \ / FWT 116 FWT 116 FWT 116 FWT 116 \ NEW WINDOW FINISHED � NEW WINDOW FINISHED HEAD HEIGHT ® 8'-0" 1 i / \ HEAD HEIGHT ® 8'-0" F G808 R G 080R WG 080 I I NEW 3-1/2"RIM AS SHOWN VINYL DOOR & 1 1 VERIFY TRANSOM PART NUMBER WINDOW TRIM TO MATCH EXACT DIMENSIONS s j OF GLIDING PATIO DOOR AS SHOWN p NEW 3-1/2" VINYL CORNER TRIM AS SHOWN 1 I TW2656 7(EGRE I I NEW 3-1/2" VINYL CORNER CONSULTANT EGRESS TRIM AS SHOWN 1 x PVC TRIM-PAINTED WHITE SEE SECTION 4 ON SHEET A-6 Q < p Z I I � T.O. SECOND FLOOR SUBFLOOR _ _ d - ---------------------------- r=====_________-----______-____--------- , NEW WINDOW FINISHED I FWT3t 6 FWT'116 FWT 116 FwT 116' FWT 116 NEW WINDOW FINISHED _ PLANNING HEAD HEIGHT ® 8'-0" 1 I I HEAD HEIGHT ® 8'-0" 3080 ENTRY 1 W(3 080 WG 080 GROUP 10" 0 ROUND TAPERED I WRAPAROUND COLUMN WITH 1 1 1 STRUCTURAL STEEL COLUMN INSIDE AS PER FRAMING PLANS I 1 x PVC TRIM-PAINTED WHITE ON SHEET A-1 i SEE SECTION 4 ON SHEET A-6 8080 O OWNER NEW O.H. GARAGE DOORS .H. DOOR I I VERIFY TRANSOM PART NUMBER NEW 2' MIN. CONCRETE APRON TO MATCH EXACT DIMENSIONS I I i I OF GLIDING PATIO DOOR AS SHOWN T.O. FIRST FLOOR SUBFLOOR TO JEANNE & JOSE CASTANO MATCH EXISTING T.O. SUB FLOOR 1700 GRATHWOHL ROAD I --- ---- NEW SUFFOLK GRADE ii 1 1 i SOUTHOLD I I I I I I I N.Y. 11956 18" x 18" CONCRETE PIER i I - SEE FOUNDATION PLAN I I I 1 - NEW CONCRETE FOUNDATION PROPOSED FRONT ELEVATION ON SHEET A-0 I I I --------I WALLS AND FOOTINGS BELOW SEE FOUNDATION PLAN ON L-----I_JL-------- -----------i--------------------------------------------------------------J SHEETA-0 0 2' 4' 8' 12' CEO ARC,y�r �y)D CLgN 1 � uj - - 35'-0" MAX. BUILDING HEIGHT- - - - - - - - - - - - - - - - - - - - Qq N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y ------------------ - - - -_T-1 � I 1 II Q I I 1 035A�� I II PROPOSED COMPOSITION SHINGLES I �'� OF N� COLOR TO BE SELECTED BY OWNER I I 1 I 1 II 1 1 II I II 1 1 II I I II 1 II NO, DATE REVISION 1 x 8 PVC FRIEZE BOARD I I I I PAINTED WHITE 1 ( I PROJECT TITLE 1 --- 1 c,T.O. ATTIC SUBFLOOR 1 !--------------- -- -- ------7T---------------- I I 1 RENOVATIONS AND EXISTING CHIMNEY TO BE ADDITION AT: 1 i EXTENDED ABOUT 7'-8" NEW WINDOW FINISHED HEAD HEIGHT 1 I I MIN. AS SHOWN TO BE 2' o® 7'-8" (THIS LEVEL SIDE ONLY) 1 N. ABOVE NEAREST ROOF 1700 GRATHWOHL ROAD 1 i I WITHIN 10' NEW SUFFOLK NEW 3-1/2" VINYL CORNER I I SOUTHOLD TRIM AS SHOWN Li _ I „ Ln _ �w2o�s5 Tw2035 � NEW 3-1/2" VINYL CORNER 1 I 1 N.Y. 11956 NEW 3-1/2 VINYL DOOR & 1 - TRIM AS SHOWN WINDOW TRIM AS SHOWN � 1 S.C.T.M.N. 1000-117-04-03 n C1 1 e 1 x PVC TRIM-PAINTED WHITE TW26510 TW26510 1 TW2656 TW2656 TW2656 TW2656 SEE SECTION 4 ON SHEET A-6 (EGRESS) (EGRESS) 1 ,yam DRAWING TITLE I PROPOSED VINYL SIDING p 6" EXPOSURE- COLOR *- i TO BE SELECTED BY OWNER T.O. SECOND FLOOR SUBFLOOR - --- - - ------- ------------ -- - ___--___ ---___� - ------------------- N I I PROPOSED FRONT ----------------- ---------------------- --------------------------------- ------------------- I 1 ELEVATION NEW WINDOW FINISHED I 1 NEW WINDOW FINISHED AND HEAD HEIGHT ® 8'-0" 1 1 HEAD HEIGHT ® 8'-0" I PROPOSED RIGHT 1 SIDE ELEVATION I 1 I 1 I 10" 0 ROUND TAPERED PROP. I I I WRAPAROUND COLUMN SEE FRONT PORCH I DRAWN BY IEG DETAIL 1 ON SHEET A-7 TW26310 TW26310 a TW2656 TW2656 CHECKED JC [a26510 TW26510 (EGRESS) (EGRESS) DATE 07-31-2021 I j EXISTING BILCO DOORS SCALE AS NOTED T.O. FIRST FLOOR SUBFLOOR TO 1 TO REMAIN AS IS MATCH EXISTING T.O. SUB FLOOR ___________ - = - - ---- - SHEET NO. GRADE 1 i j 1 r I I 1 I I I J I I I I 11 I 1 1 �_J i t I I I I I I I I i I I 1 I I I I I ---- _ _____________________ 1 i I-%�� 11 NEW CONCRETE FOUNDATION 1 1 I I 1 I I I I __ _J 1 1 1 -i WALLS AND FOOTINGS BELOW SEE FOUNDATION PLAN ON F-I--1--------------f Lam_ -- ---------I ----------1-I------------------� -7 I _j PROPOSED RIGHT SIDE ELEVATION SHEET A-0 L _�-_ -----------L---1---------------I------------L-----------------I----I- J EXISTING CONCRETE FOUNDATION WALLS TO REMAIN 1 1 I f- � I I SCALE: 1 4" = 1'-0° AS IS. SEE FOUNDATION PLAN -j i I ON SHEET A-0 AND SECTION 4 II 1 1 ON SHEET A-6 I I 0 2' 4' 8' 12' i NEW CONCRETE STEP FOOTINGS L1---_j------------------- ------------- PROJECT 072�1 NUMBER I I I a i i z i ARCHITECT 35'-0" MAX. BUILDING HEIGHT - - - - - - - - - - - - - - - - - — - - - - 12- - - - -12 — 2 x 6 PVC BRACKETS - -12 - -- - -12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 6 SEE SECTION 4 EUALLY PONED 6 6 SHEET A-6 PROPOSED COMPOSITION SHINGLES 12 COLOR TO BE SELECTED BY OWNER 12 _--- � �\ � _-- � 12 � / -----+---- \ 24 -- -- ------a �� v 1 x 2 PVC SHINGLE MOLD 24 / \ / - \ 24 1 x 2 PVC SHINGLE MOLD PAINTED WHITE PAINTED WHITE // \\ // I \\ 1 x 6 PVC FASCIA BOARD 1 x 6 PVC FASCIA BOARD a PAINTED WHITE / \ / \ PAINTED WHITE 1 x 6 PVC FRIEZE BOARD / TW26310 TW26310 / 1 \ 1 x 6 PVC FRIEZE BOARD SEAL PAINTED WHITE 12 PAINTED WHITE / TW2652 TW2652 14 ' in \ PROPOSED VINYL SIDING T.O. ATTIC SUBFLOOR —------ 6" EXPOSURE- COLOR TO BE \\ SELECTED BY OWNER NEW WINDOW FINISHED �� ------------- �� \ NEW WINDOW FINISHED HEAD HEIGHT ® 8'-0" \ \ HEAD HEIGHT 08'-0" 1 12 �' �� 12 i I I 8 �� \ 8 TI I NEW 3-1/2" VINYL CORNER ' x \ TRIM AS SHOWN �' SLL bLCIION 4 ON CONSULTANT TW26510 TW26510 TW26510 TW2656 I I I I I I I I - - ---- - -- -- F T.O. ATTIC SUBFLOOR � 1 1 I TRIM-PAINTED SEE SECTION 4ON SHE SHEET NEW WINDOW FINISHED L NEW WINDOW FINISHED PLANNING HEAD HEIGHT ® 8'-0" II I � � � HEAD HEIGHT ® 8'-0" GROUP -- — NEW 3-1/2" VINYL DOOR & -- WINDOW TRIM AS SHOWN J __ NEW 3-1/2" VINYL CORNER OWNER i TRIM AS SHOWN EXISTING BILCO DOORS TW2656 TW2656 - TO REMAIN AS IS I (EGRESS) (EGRESS) TW2656 TW2656 I 18" x 18" CONCRETE PIER SEE FOUNDATION PLAN T.O. EXISTING FIRST FLOOR J� I ON SHEET A-0 JEANNE & JOSE CASTANO SUBFLOOR TO REMAIN AS IS GRADE 1700 GRATHWOHL ROAD i�0 ARCh,� NEW SUFFOLK FOOD CLAy r` SOUTHOLD NEW CONCRETE FOUNDATION �co QQ� 92 �j► N.Y. 11956 I WALLS AND FOOTINGS BELOW C? �s I I SEE FOUNDATION PLAN ON W ,� 1 l j i SHEET A-0 m 1 Y PROPOSED REAR ELEVATION I 1 -_-_-_--__--__--_- __-_____- SCALE: 1/4 EXISTING CONCRETE ---- i I -- 035A �O " = 1'—O" FOUNDATION WALLS TO REMAIN I i AS IS. SEE FOUNDATION PLAN I I I i 1F OF N� ON SHEET A-0 AND SECTION 4 1 L_____________________________________________________ � 0 2' 4' 8' 12' ON SHEET A-6 F-71-17----------------------------------------------------�-� --J-- ————————————————————————————————————————————————————L —i a O Z 35'-0" MAX. BUILDING HEIGHT _ II I i II I i PROPOSED COMPOSITION SHINGLES COLOR TO BE SELECTED BY OWNER II I I II I I II I I II 1 I II I I I ----------------- ------------ --- I NO. DATE REVISION _ I I II I II 1 I II I I PROJECT TITLE I _J RENOVATIONS AND I I I II I ADDITION AT: NEW WINDOW FINISHED a I I I NEW WINDOW FINISHED HEAD HEIGHT ® 8'-0" HEAD HEIGHT ® 8'-0" 1700 GRATHWOHL ROAD l NEW SUFFOLK NEW 3-1/2" VINYL CORNER I -- TRIM AS SHOWN SOUTHOLD N.Y. 11956 PROP. GUARDRAILS PROPOSED VINYL SIDING O 6" EXPOSURE- COLOR TO BE Tw2s3,o As PER CODE �I S.C.T.M.N. 1000-117-04-03 SELECTED BY OWNER I I I I I M 3-1/2" I TW2656 TW2656 I I I I BETWEEN WINDOWS TW2656 (EGRESS) (EGRESS) � NEW 3-1/2' VINYL CORNER _ I X DRAWING TITLE p TRIM AS SHOWN I Q O NEW INTERIOR WD. I I Z STAIRS BEYOND N T.O. ATTIC SUBFLOOR ------------------- -1 - PROPOSED — ---- ------------------------------- --------------------------------- --------- --� REAR ELEVATION NEW WINDOW FINISHED NEW WINDOW FINISHED AND HEAD HEIGHT ® 8'-0" I HEAD HEIGHT ® 8'-0" _— Tw2656 PROPOSED LEFT 1 x PVC TRIM-PAINTED WHITE SIDE ELEVATION SEE SECTION 4 ON SHEET A-6 NEW 3-1/2" VINYL DOOR & I Mom PROP. 10" ROUND TAPERED DRAWN BY IEG FRONTPORCH WINDOW TRIM AS SHOWN TW26310 TW26310 f -__ WRAPAROUND COLUMN SEE I- DETAIL 1 ON SHEET A-7 CHECKED JC EXISTING BILCO DOORS TO REMAIN AS IS TW2656 TW2656 ir----- I NEW O.H. 18" x 18" CONCRETE PIER DATE 07-31-2021 _____ GARAGE DOORS SEE FOUNDATION PLAN T.O. EXISTING FIRST FLOOR 68 ON SHEET A-0 SCALE AS NOTED SUBFLOOR TO REMAIN AS IS __ __--_- -___- GRADE __- - -----_- - - - ------- - -- -- -- - 1 NEW 2' MIN. CONCRETE APRON I `�~:��} - SHEET NO. ,. I I I xis;s` GRADE I I \ F -________ I f---r---------i-- -� I WALLS A L -� f I L—————_——— L_ NEW CONCRETE FOUNDATION PROPOSED LEFTSIDE ELE L L ------------------------------------- L� LL ND FOOTINGS BELOW ELEVATION I I � � I I f— - I-------- -T--T 17-- -{�--------�-� SEE FOUNDATION PLAN ON I EXISTING CONCRETE L-----------------------------------------L--------- --1 --I�---1 1 -------L-J SHEET A-0 I I � L� I I I I FOUNDATION WALLS TO REMAIN SCALE: 1/4" = 1'-0" \ L a I AS IS. SEE FOUNDATION PLAN I ON SHEET A-0 AND SECTION 4 L 1----------------------i I ON SHEET A-6 0 2' 4' 8' 12' L------- �_-� LJ ----- PROJECT 07� NUMBER I I I - - - - 35'-0" MAX. BUILDING HEIGHT- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ IARCHITECT 12 12 PROP. ROOF CRICKET 12 2 x 10 R.R.'s 0 16" O.C. 12 12 PROP. COMPOSITION SHINGLES 6 r 6 SEE ROOF PAN 6 6 r 6 2 x 10 R.R.'s O 16` O.C. ATTACH SHINGLES WITH 6 ON SHEET A-3 FASTENERS PER SHINGLE I \ (2 LAYERS OF 15 LB. FELT PAPER 12 1 2 PLYWOOD SHEATHING 12 I w 12 71 24 O -==n ----- 24 24 ----- / r / r \ 5-1 4 x 14 2.0E / PROP. ROOF CRICKET 2 x 12 FLAT PATE 100 5-1/4- x 14 2.0E 5-1 4 x 14 2.0E PROP. ROOF CRICKET \ \ • J PARALLAM PSL PARALLAM PSL SEE ROOF PAN \ \ PARALLAM PSL SEE ROOF PLAN L1- CONTINUOUS RIDGE CONTINUOUS RIDGE ON SHEET A-3 \ \ CONTINUOUS RIDGE ON SHEET A-3 • • • ® � BEAMS AS SHOWN BEAMS AS SHO \ \ BEAMS AS SHOWN w -- -- 2 x 10 R.R.'s 0 16" O.C. - • -- W -- -- -- 2 x 12 FLAT PATE . s. > PROP. 2 x 8 C.T.'s 0 48" O.C. PROP. 2 x 8"C.T.'s 48" O.C. ATTIC PROP. 2 x 8"C.T.'s 0 48" O.C. ATTIC PROVIDE 1/2" LAG BOLTS AT m PROVIDE 1/2 LAG BOLTS AT PROVIDE 1/2 LAG BOLTS AT a 12 p Q EACH END TYPICAL (UNFINISHED) EACH END TYPICAL ROOF FLAIR (UNFINISHED) EACH END TYPICAL - 4 ATTIC I` I T.O. BLOCKING WITH 20 RADIUS 2; x 10 R.R.'s 0 16" O.C. SEAL `r T.O. ATTIC SUBFLOOR AND (2) LAYERS OF j" PLYWOOD (UNFINISHED) 2 x 12 FLAT PLATE PROP. 3/4" PLYWOOD SHEATHING 12 SHEATHING ABOVE PROP. 3/4' PLYWOOD SHEATHING 12 L.O. ATTIC SUBFLOOR 12 -- - 12 " w w 2x10R.R.'s016' O.C. -- " r � 514 x11 7 8 2.0E _ GYPSUM BOARD - - 8 1 2 / / 5 1 4 x11 78 -�- 5-1 4 x 11 7 / 2.0E / NEW WINDOW FINISHED 2.0E P RALLAM PSL PROP. 2 x 10 C.J.'s PARALLAM PSL CONTINUOUS PARALLAM PSL CONTINUOUS 19 HEAD HEIGHT 0 8'-0" 2+_0" LL: CONTINUOUS FLUSH 0 16" O.C. FLUSH CEILING BEAM 3/4" x 6" BEAD BOARD SOFFIT FLUSH CEILING BEAM T.O.W. 0 8-1-1/2" A.S.F. uj CEILING BEAM 9" R-30 I SULATIO MAX. Q 2 x 6 YC.J.,s = 2 r�d r r RAFTER LINE B YOI�ID U MASTER C� PROP. (2) 2 x 10 HEADER BEDROOM J 3/4 x 6 BEAD BOARD SOFFIT s U PROP. MASTER .-� # 2 1 1 1 1 PROP. EXTERIOR WD. FRAME WALL i O BEDROOM PROP. WD. BEARINC BEDROOM Z PROP. EAVE OUTLINE BEYOND P OP. WD. BEARING Z SIDING (SEE ELEVATIONS) FRAME WA #2 L'- I I AME WALL L- 15 LB. FELT PAPER ® #3 _ O M 00 s 1�/2" RIGID INSULA11ON O 1�/2 PLYWOOD SHEATHING I PROP. EGRESS WINDOW 5•-1/2" R-19 INSULATION O PROP. 3/ T & G POP. 3/4" T & G O 2 x�6 WD. STUDS 0 16" O.C. CONSULTANT F•= PLYWOOD SUBFLOOR P YWOOD SUBFLOOR 1�/2 GYPSUM BOARD 2x10F.J's016 O.C. 2x10F.J.'s016' O.C. T.O. SECOND FLOOR SUBFLOOR _ -_ -_--_ --_ - -- - - - - - - -- - -- ---- -- -_ _- --_ -_ - --_ T.,O. SECOND FLOOR SUBFLOOR PROP. EXTERIOR WD. FRAME WALL ARM SIDING (SEE ELEVATIONS) NEW WINDOW FINISHED HEAD HEIGHT 0 8'-0" 5/8" TYPE X GYP UM BOARD NEW FLUSH CEILING BEAM 15 LB. FELT PAPER 1 PROP. 2 x 10 F.J.' 0 16" O.C. BEYOND. SEE FIRST FLOOR I= /2" RIGID INSULATION PROP. 9' R-30 BATT. INSULATION PROP. WD. BEARING FRAMING PAN 1/2" PLYWOOD SHEATHING LIVING ROOM PLANNING 3/4" PLYWOOD SH ATHING FRAME WALL 2 x 6 R-19 INSULATION GROUP U 2 x 6 WD. STUDS 0 16" O.C. r-Id PROP. PROP. PROP. v 1/2" GYPSUM BOARD I GARAGE FOYER LIVING ROOM Z o u- PROP. BEARING FIR ME WALL ° 5/8" TYPE X GYP UM BOARD o OWNER GRADE LINE BEYOND 5-1/2" R-21 BAT-. INSULATIONo 2 x 6 WOOD STUDS 0 16" O.C. 5/8" TYPE X GYPSUM BOARD T.O. FIRST FLOOR SUBFLOOR TO GRADE LINE BEYOND MATCH EXISTING T.O. SUB FLOOR EANNE & JOSE CASTANO -- ------ ---------- ---------- sm PROP. 4" CONCRE SLAB GRADE - T.O.C. FOUNDATION 1700 GRATHWOHL ROAD T.O.C. FOU DAlION PROP. WALL 0 - 0'-2" NEW SUFFOLK _ T.O.C. FOUNDATION WALL 0 - 0'-2' ° CRAWL I e 01 z WALL 0 - 0'-2" SPACE I o z SOUTHOLD ►'� PROP. 2" C NCRETE AB r T.O.C. FOOTING 0 - 4--2- N.Y. 11956 T.O.C. FOOTING 0 - 4'-2 SECTION 1 I -- SECTION 3 o - '-0 1 ------J �- 3" 431, 0 2' 4' 8' 12' 2' 4' 8' 12' (2) #5 CONT. STEEL REBARS 40 - - - - - - - - - - - - -5-1/4" x 14" 2.0E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - PARALLAM PSL CONTINUOUS RIDGE BEAMS AS SHOWN II II II 2 x 6 PVC BRACKET I PAINTED WHITE It II II 3-1/2* x 9-1/4" TTI 2.0E PARALLAM PSL x 14" DATE REVISION WINDOW HEADER INIS ED I I .0E PARALLAM PSL 2.OE P PSL RIDGE BEAM r II II II II II II II II II II II II II �G �DDRCy/ PROP. 2 x 8 C.T.s 0 48 O.C. II II II II II .III II II II II A C� PROVIDE 1/2" LAG BOLTS AT �� Q�pD Aa F PROJECT TITLE �`r EACH END TYPICAL II II II II II 2 x 10 R.R.'s 0 16" O.C. 14 -U RENOVATIONS AND T.O. ATTIC SUBFL W OOR II II II II II II II II II N --- - - - I I I i t I I I I I I I I II I I I I I I I � II n II 11 u u u II aAZ ift (3) 1-3/4` x 11-1/4" II II II II II II II II �, 2 x 6 PVC BRACKET ADDITION AT: CONT. 2.0 E MICR OLLAM 5-1 4w x11-1/4 r II II II II II II II II PAINTED WHITE 0 5 A� 3 NEW WINDOW FINISHED LVL HEADER HEADER 2.0E PARALLAM PSL "9 �F OF N� 1700 GRATHWOHL ROAD HEAD HEIGHT 0 8'-0" NEW SUFFOLK FLUSH CLG. BEAM = 5/4" x 4 MAHOGANY Q U T. SOUTHOLD " ` DECKING OVER SLEEPERS a C� PROP. 2 x 8 C. s 0 48 O.C. s ` 114 AS SHOWN ON PAN U Z PROVIDE 1/2" AG BOLTS AT N.Y. 11956 ric�l W.P. MEMBRANE OR L.C.C. MASTER I PROP. PROP. L� EACH END TYPICAL O W.P. MEMBRANE OR L.C.C. FAT FAT SOLDERED SEAM TO BEDROOM O Z ASTE MASTER Y PROP. SOLDERED SEAM OVER SUITABLE J EXTEND UP WALL MIN. 18" •- O OFFICE S.C.T.M.N. 1000-117-04-03 I UNDERLAYMENT AND 3/4" L+- FRAMING AND BELOW DOOR #2 BATH W.I.C. I �� DRAWING TITLE 'd PLYWOOD OVER 2 x BLOCKING 0 Q PAN AT OPENING ® O N 2 OE PARALLAM ATTIC EXISTING ROOF & RAFTERS TLE SLOPED AWAY FROM HOUSE w Z 0 1 8" PER FT. ON TOP OF p li PSL FLUSH BEAM i n REMOVED AS SHOWN ON / O (UNFINISHED) THE 2 x 8 D.J.'s 0 16" O.C. ; O SHEET D-1 e •-•ICV3 PROP. 3/4 T & G i i � Z —c; p PLYWOOD SUBFLOOR ® w 2 x 10 F.J.'s 0 16" O.C. m T.O. SECOND FLOOR SUBFLOOR \�\ I -- --- ----- ------ -- - / / III I - - EXISTING CEILING JOISTS REMOVED AS SHOWN ON PROPOSED SHEET D-1 SECTION NEW WINDOW FINISHED 1 x 6 BEADED BOARD HEAD HEIGHT 0 8'-0" T & G SOFFIT r- ---- - - ---- --------- - ---- -- - ----- - NEW 7' x 18" = NEW " x 8" 7" 9 1/4" 1 1 NEW 5 1/4" x 15" _ 10" 0 ROUND TAPERED I 2.0E PARALLAM 2.0E PARAILAMI 12.0E PA ALL M I 2.0E PARALLAM PROP. EXTERIOR WD. FRAME WALL WRAPAROUND COLUMN WITH PSL FLUSH BEAM J PSL FLUSH BEAM I �SL FLU H EAN PSL FLUSH BEAMJ SIDING (SEE ELEVATIONS) STRUCTURAL STEEL COLUMN U U INSIDE AS PER FRAMING PLANS 15 LB. FELT PAPER DRAWN BY IEG ON SHEET A-1 I NEW (2) 2 x 10's PROP. Z I I R P. CL. PROP' Z 1/2" RIGID INSULATION O I I FLOOR LEDGER ATTACH I I LIVING L� I TC EST I I EDROOM# I � 1/2 PLYWOOD SHEATHING I W/ J"0 AG BOLTS I I 11 i 5-1/2" R-19 INSULATION CHECKED is r STAGGERED 0 16" O.C.T.O.C. FOUNDATION 2 x 6 WD. STUDS 0 16" O.C. WALL 0 - 0'-4" I I I I PROP. 1/2" GYPSUM BOARD DATE 07-31-2021 FRONT PORCH j j PROP 3/4 T & G EXISTING FLOOR JOISTS PLYWOOD SUBFLOOR I TO RE AIN AS I AS NOTED 1 T.O. . IFOU DATION 2 x 10 F.J's 0 16" O.C. j SCALE T.O. FIRST FLOOR SUBFLOOR TO PROP. 4" CONC. SLAB WALL. IP + 0'-7" T.O. EXISTING CONCRETE MATCH EXISTING T.O. SUB FLOOR SLOPED 1 8" FT. - - FOUNDA11ON WALL 0 0'-0" SHEET NO. S S S i NEW 2 2 x 10's ,ycv EXISTING DROP. BEAM ( ) GRADE PROP. EXISTING TO REMAIN AS IS .�. FLOOR (EDGER w w °' •. CRAWL SPACE < , 2NEW 0E -1/2' x 14 a ATTACH W/ 1"0 I CRAWL SPACE O I PSL FLUSH BEAM ° LAG BOLTS N T.O.C. FOUNDATION EXISTING CONCRETE ? i• °" STAGGERED WALL 0 0'-0" FOUNDATION WALLS T.O.C. FOUNDATION i� 0 16" O.C. TO REMAIN AS IS o SHELF 0 - 0'-2" r° _ _ I EXISTING SECTION 441,...>. L ----J L-----J -- l -.L r----- EXISTING CONCRETE __L___ `' I I SLAB TO REMAIN AS IS CELLAR I ------J L--- I EXISTING CONCRETE SCALE: 1/4" = 1'-0" M 3"7 3" T.O.C. FOUNDATION SLAB TO REMAIN AS IS 0 2' 4' 8' 12' WALL 0 0'-0" EXISTING CONCRETE (2) #5 CONT. STEEL REBARS FOUNDATION WALLS TO REMAIN AS IS I i N PROJECT 0721 UMBER l � � I I i ARCHITECT REFER TO FRAMING PLAN FOR HSS COLUMN SPEC. WOOD NEEDED LOCKING AS 3-1/2" x 4" CONT. \\ / // \\ 10" 0 TAPERED ROUND I I - • t / 2.0E PARALLAM PSL \ / / \ COLUMN I l/ / / \ \ 0 o \ 0 0 PL3/8" CAP PLATE 0 SEAL / = MIN. WITH o 0 \ (4)-3/4"0 A325 0 00 0° T.O. ATTIC SUBFLOOR —___--- / / � \ ----_---— __ __ e - - \ 12 \ I BOLTS (TYP.) 0 0/ 1 / j 0 \ I - � o O 1\ \ ----------- \ Wz x L'-• \to -i \\ 1\ a c3 = I L.C.C. CAP FLASHING ° L / / / ® DO \ \ \ >z zz (8) TYPICAL 0 0 0 0 NEW WINDOW FINISHED SFINISHED 00 M 0 0 HEAD HEIGHT ® T-8" /OPTIONAL 2 x 6 FLY (n _ \ \ \ EIGHT ® 8-0 =6I= � I 0° o (THIS SIDE ONLY) / CA.'s O 16" O.C. LrJ - \ �av z I c o J NG L� \ \ I \ O V I PLAN ON SHEEREFER TO T A-1 0 ° 0 1 (ri / / Q' m U \ I I o (2) 2 x 8 HEADER Q \ \ L_ 0 0 0 44 1 / O Z \ \ I ti oo 00 " / I.-: LLL \ \ 10" 0 TAPERED ROUND 0 00 WOOD 3-1/2" a 9-1/4" 2.0E PROP. PROP. 0 \ COLUMN I NE DEDLOCKING AS 0 \\ PARALLAIN PSL HEADER i OFFICE HALL I 000 o ® I ° 0 ° c PROP. 3/4" T do G a 0000 CONSULTANT 0 PLYWOOD SUBFLOOR 3 I ° 2 x 10 F'.J.'s ® 16" O.C. O F= I I I I / N T.O. SECIDND FLOOR SUBFLOOR o I NOTE: I NOTE: 00 ---- ---------- =_-__- CONFIRM PATIO I ALL PATIO SLABS TO BE 4" THICK P.C. a 1 \\ STONE & OVERALL / DIMENSIONS I W/ W.W.F. 6 x 6-W2.9 x W2.9 WITH o NEW WINDOW FINISHED I - LI HAUNCH ON SUITABLE COMPACTED FILL ° I IN 00 HEAD HEIGHT ® 8'-0" _ll_— L—_11—_—I1--1I---LL__JL__1 —__IL_-11--_LL—_JL_ __I I�— —_L -- 1_--ll--JL__� _ PLANNING F- 7" x 18" 2.OE O o 1 = PARALLAM PSL I I \\ I rid J FLUSH BEAM i \\\ Wp, STAIRS a p I a °'. Simpson Strong-Tie ° GROUP PROP. EXTERIOR WD. FRAME WALL I U I \\ _____ p v v ° a '° : p HDU2 WITH SIDING (SEE ELEVATIONS) PROP. I \ 1 �C'v �"- —• I �'�C�"'--)C THREADED ROD 15 LB. RE PAPER I Z v a p a O 1/2" RIGID INSULATION 1 KITCHEN I a ° ° • ' I p v ' 1/2" PL)VOOD SHEATHING 5-1/2" R-19 INSULATION I O a 1 OWNER 2 x 6 WI). STUDS O 16" O.C. I I 1 `I ° O I I S 12" GYPSUM BOARD FOUNDATION TI G_FLOOR�! / r- I ^ RE AI a { p REFER TO I I 1 11"x11"x1/2" B.P. PLAN FOR T.O. PIER �- 1 1 1 W/ 1/2" DIA. ANCHOR ° a v T.O. EXISTING FIRST FLOOR BOLTS AT CORNERS AS v I SUBFLOOR TO REMAIN AS IS I OUNDATION WALL ® 0-0 PER SPEC. ON 1" dl p 28" MIN. 28" MIN. JEANNE & JOSE CASTANO NON-SHRINK GROUT ° °' REFER TO FOUNDATION GRADE p 1 6 PLAN FOR PIER SIZE (3 / 1 RA 0) (3— / 1 RA 0) AND SHEET OAAOON ON -40 1700 GRATHWOHL ROAD EXISTINGEXISTING CONCRETE p' ° EXISTING CONCRETE I CRAWL SPACE (FOUNDATION WALLS I NEW SUFFOLK TO REMAIN AS IS SOUTHOLD FOUNDA11ON WALLS I ULL HEIGH ULL HEIGH ULL HEIGHT TO REMAIN AS IS I I SHEATHING' HEATHING HEATHING N.Y. 11956 I I I I I I I L-----J L------1 I R 0 I OO SECTION 2 1 COLUMN DETAIL HOLDOWN(TYP.) 0 2' 4' 8' 12' 0 2' 4' 8' 12' EXAMPLE OF TYPE II SHEARWALL WITH 3 FULL HEIGHT SHEATHED SEGMENTS NOTES: 1. SHEAR WALLS PERPENDICULAR TO RIDGE MUST HAVE A MINIMUM LENGTH OF 30'FULL HEIGHT SHEATHING WITH NAILS SPACED @ 6"O.C. 1ATION WALL 2. SHEAR WALLS PARALLEL TO RIDGE MUST HAVE A MINIMUM LENGTH OF 23'FULL HEIGHT SHEATHING WITH NAILS SPACED @ 6"O.C. 1 1/4"x20GA-G 185 >2T T GALV.STRAP W/7)8d COM. NAILS IN EA. END @ 16"O.C. LAP STRAP UNDER BTM. T NO. DATE REVISION OF SILL AND NAIL CL Q D ARC M FLNNEEDED Q`�ofla ccA,�rTF� PROJECT TITLE (4) 10d NAILS (2 NAILS i MAXIMUM LU EACH PLATE) ! SILL SEALER STEEPNESS CC x RENOVATIONS AND Y 5/8"0 ANCHOR BOLT 1-7/8"O ANCHOR BOLT ADDITION AT: TERMITE WITH PLATE WASHER 2-1/2"x 2-1/2"x 1/4" (ALL THREAD ROD) SHIELD •• SEE PROP FOUND. PLAN 2 20 SDS 1/4 x 3(STUD) 035A ON S EETA CONCRETE 5 1700 GRATHWOHL ROAD 4d FOOTINGS F OF NEW SUFFOLK SOUTHOLD FOUNDATION/ N.Y. 11956 F •1:b } 4 5/8" 0 STEEL REBAR 6 WALL STRAPPING CONCRETE STEP FOOTINGS 4 0 LY 224"RTICA HORIZONTALLY S.C.T.M.N. 1000-117-04-03 AND V�-7 SCALE: NOT TO SCALE A-7 SCALE: NOT TO SCALE 42 4 ' a. HOLDOWN HDQ-8 ' DRAWING TITLE 8 4 8" THK FOUNDATION WALL FOUNDATION WALL BEYOND, CONFIRM 4' PROVIDE 36" SPLICE HEIGHTS & WALL THICKNESS CONFIRM O.H. DOOR ROUGH 5/8" 0 "L" HOOK PROPOSED OPENING & THICKNESS REBAR TIED INTO FOUNDATION WALLS AND FOOTINGS 1.2" d° FOOTING AND WALL SPACING 1.2"SPACIN BLOCKING SECTION 2 AND ALLOWS ALLOWS" G+----�_ C. PITCH DRIVEWAY AWAY TO MEET THE REQUIREMENTS OF REBAR ® 24 O.C.) HO DOWN HO DOWN @ Lows HOEDOWN DETAILS FROM OPENING SECTIONS R403 AND R403.1.4, INSTALLATION CORNER STUD INSTALLATION INSTALLATION 1 1/4"x20GA-G185 X STEPPED FOOTINGS TO MEET THE G TRANSFER SHEAR GALV. STRAP WITH O = REQUIREMENTS OF SECTION FRAME WALL 7)8d COM.NAILS IN D_ a R403.1.5 OF THE RESIDENTIAL HOLDOWN HOLDOWN NAILS @ 10"O.C. EACH END((cc�� 16"O.C. a TIE TOGETHER 2-16d COMMON LAP STRAP UNDER BTM. a d 4 .X. i�—" CODE OF 'NEW YORK STATE 2007 d HDQ-8 HDQ-8 DRAWN BY IEG OF SILL AND NAIL Q • X,d •: • ' .. ' EDITION •e • ° 4 2-16d COMMON CORNER STUD TERMITE M -aX` NAILS @ 6"O.C. CONNECTED TO CHECKED JC SHIELD iJ (4) 10d NAILS d SIDEWALL SIDEWALL TRANSFER SHEAR NOTE: 47 n R u DATE 07-31-2021 . ., 4 THICK P.C. SLAB W/ • (3) 5/8 0 REBAR W.W.F. 6 x 6—W2.9 x W2.9 ' ENDWALL° 4 d qua ® CONC. FOOTING ENDWALL ! • 4" X 24" CONCRETE APRON SILL SEALE 5/8"0 ANCHOR BOLT WITH WITH HAUNCH ON SUITABLE SCALE AS NOTED y ' PLATE WASHER 2-1/2"x 2-1/2"x 1/4" W/ REINF. HAUNCH COMPACTED FILL. REFER TO SPEC. SEE FOUND. PLAN ON SHEETA-0 SHEET NO. Y CONFIRM FOUNDATION WALL HEIGHTS EQ. EQ. EQ. EQ. FIGURE 3.8b FIGURE 3.8a & THICKNESS ON SHEET 2.a CORNER STUD HOLDOWN DETAIL-4 STUDS CORNER STUD HOLDOWN DETAIL-3 STUDS MR REFER TO WALL REINFORCING N.T.S. WITH BLOCKING(N.T.S.) NOTES & DETAILS FOR TYPE AND SPACING FOUNDATION/ RIM 2 WALL STRAPPING 3 APRON DETAIL 4 FOUNDATION WALL 5 HOLDOWN DETAIL A-7 SCALE: NOl" TO SCALE A-7 SCALE: NOT TO SCALE A-7 SCALE: NOT TO SCALE A-7 SCALE: 1/4" = 1'—O" PROJECT 0721 NUMBER I I _ I V 4" VENT 4" VENT 4" ROOF THRU ROOF THRU ROOF ARCHITECT 4" VENT CEILING 4"V 4"V 4"V CEILING °GYPSUM BOARD o MASTER BATFi-42- BEDROOM #3 POWDER ROOM 2-10d NAILS t 10-8d NAILS --- 1 1/2" V 1 1/2" V __-- 2 x 4 CONTINUOUS •`' T- ------ —'f 1 1/2_ V __ LATERAL BRACE I -- 1 r_-- @ 16"O.C. j I i j i I Simpson Strong-Ti SEAL I I1 � I 1 I SINK SINK SINK I SINK LTP4 H2 I 5d COOLER NAILS GABLE END SHOWER[ TUB @ 10"O.C. ITRUSS/WALL 2ND FLOOR STALL I 2" 2" 2" 2ND FLOOR CEILING JOIST ENDWALL STUDS 2„ 2" A35 2 x 4 BLOCK NAILED 20 GA.STRAP C.O. 4"V C.O. TO EACH BRACE 10 8d NAILS 4"V C.O. W/4-10d NAILS 4"V KITCHEN POWDER ROOM LAUNDRY 4„� BEDROOM ##1 SIMPSON H2 HURRICANE / " — -- ------r------- 1 1/2" V CLIP @ 16" 1 1 2 V -------F ---__ 1 1/2_ v _,- BRACING GABLE ENDWALL —i----i f ---- 1 I I N.T.S. DETAIL CONSULTANT SINK SINK "° SINK "° SINK j SINK SINK F.A.I. RAFTER/TOP PLATE CONNECTION 2 ------ SHOWER DW " WASHER STALL I r_____-�I 1ST FLOOR 2" �:" 2" 2" 2" 2" 1 1ST FLOOR 2" I 4"V 2" 2" C.O. 1 Y; C.O. C.O. 4"V C.O. 4"HOUSE DRAIN 4"V j PITCH 1 4 4„V C.O PER FOOT C.O. I 4" C.I. HOUSE TRAP PLANNING. � I I C.O. C.O. GROUP TO APPROVED S.C.H.S.D. SANITARY SYSTEM OWNER BASEMENT BASEMENT SIDING(SEE ELEVATION 1/2"PLY.SHEATH. Roof framing When not aligned with rafter connect king studs to top plate, wrap 1-1/4"galv.20 ga.coil strap FRAME WALL over top of top plate and nail. 4"CONCRETE SLA JEANNE & JOSE CASTANO Double top plate d 6 x 6 WELDED WIRE FRAM7\ E F.J.'s @ 16"O.C. 1700 GRATHWOHL ROAD PLUMBR*;G RISER 2x4Cripple NEW HOLD K Studs @ 16"o.c. SOUTHOLD N.T.S. lo ' : Q N.Y. 11956 4 4 , . A A Simpson LSTA21 Simpson H2 @ ea.crafter to stud and kings(When aligned) / e.• , da CS16 FIBER JOINTS Header \ \\ Sill Plate ramed Opening for a window(or ext.door) Simpson LSTA21 ALUMINUM FLASHING c CONC.FOUIND. E WALL s et F pecial li connect s BITUMINOUS DAMPROOFING o ° 2 r quired for this area LTP4 2 x 4 Studs @ 16"O.C. ° LTP4 0 o F1 Simpson Strong-Tie ° ° Rim Joist° Stud to Band Joist FLASHING DETAIL a° HOUSE CONNECTION 6 = ROOF RAFTER Simpson Strong-Tie Strapping to run onto Strapping to be 1-114"w.20 ga. SCALE: 1-1/2" 1'-0" H3 rim joist and wrap under galy,coil stock. All strapping mud sill at foundation to bear a min.of 12"on framing (One story) Min.nailing as per AFPA/WFCMable 3.3b RIDGE BEAM NO. DATE REVISION �0 ARCy/ DETAIL Header Detail nection 5 �� pDDCtq�y TF� PROJECT TITLE N.T.S. RIDGE STRAPPING 3 PROVIDE"SIMPSON"STRONG TIE STRAP FROM LUN ' * RENOVATIONS AND RAFTER TO RAFTER OVER TOP OF RIDGE BEAM SIMPSON H2 16" @ 16"O.C.MIN.FASTEN W/8 N10 NAILS .� � ors ADDITION AT: SIMPSON H3 16" 035Q�� '9TF OF N�� 1700 GRATHWOHL ROAD NEW SUFFOLK SOUTHOLD DETAIL N.Y. 11956 CANTILEVER FLOOR 4 PROP. 8" x 8" x 5/8" STL. BASE PROP. 3" 0 STL. COLUMN S.C.T.M.N. 1000-117-04-03 BASEMENT PROP. 3/4" BOLTS. TYP. DRAWING TITLE CS20 P.jOP. NON—SHRINKING GROUT (1 APPROXIMATE) PROPOSED HIGH WIND DETAILS d AND • 9"MIN. 4 PROPOSED PLUMBING 5/8"O LAG BOLTS END LENGTH " STAGGERED @ 16"O. ' ~ r r N RISER DIAGRAM 'a TO MATCH EXISTING 4"+. d a a a �' t DRAWN BY IEG CLEA SPAN PROP. CONIC. SLA LTS12 CHECKED JC SIMPSON WELL COMPATED FILL + ' :a e 's U-HGR.@ 16" 9"MIN. A A DATE 07-31-2021 Simpson Strong-Tie • END L d SCALE NGTH ° v 4 , • AS NOTED PROP. CONIC. FTG. a. •� A MIN.OF 7)8d COMMON NAILS SHEET NO. •:• IN EACH END OF Simpson Strong-Tie . 1-1/4"x 20 GA.STRAP NEW FOOTING IN DETAIL $ DETAIL 9 EXISTING BASEMENT DETAIL PORCH/DECK/JOIST/HOUSE CONNECTION LOAD PATH/FLOOR FRAMING DETAIL SCALE: V=1'-0" 10 CEILING JOISTS TO TOP PLATE 7 PROJECT 0721 NUMBER ARCHITECT 8d NAILS 04"o.c. Ra CONNECTION 3 TYPICAL VENTING RIDGE DETAIL SEE 307.4 " x• PITCH AND STEEPER,RAFTER SPAN UP TO 36' USE LSTA9 " l.0 SCALE: 3" - 1'-0" CUT THROUGH CONNECTION W/ A TOTAL OF 8/10D NAILS ***FOR ROOF PITCH LESS THAN 7�2 CONSULT ARCHITECT WRAP INSECT SCREEN STUD BEAM NOTE: WHEN A COLLAR TIE IS USED IN THE UPPER Y3 OF THE s (CONTINUOUS NAILS BASED ON ' BEVELED CEDAR FOR VENTING BEVELED CEDAR FOR VENTING STUDS) SHEAR WALL • • .`' ROOF SYSTEM W/ A MIN. OF 5 10/D NAILS PER CONNECTION THE FINISHED WOOD CAP (45 DEG. ANGLE CUT EVERY 12" O.C. REQUIREMENTS `'' RIDGE STRAP DOES NOT HAVE TO BE USED WIDTH OF VENT IS 4" WIDE) 5" L.C.C. FLASHING W/ 3/4" BENT EDGE RAFTER TO PLATE TO STUD 1 x 3 SPRUCE LATH RpW W/ A L30 W/ A MIN OF 4-10D NAILS 16" O.C. (VERTICAL AND HORIZONTAL) = SEAL 1X3 SPRUCE VERTICAL LATH RAFTERS WITH A SPAN UP TO 36' USE H7 RAFT-R-MATE-ATTIC RAFTER VENTS BY e�+ ` ® RAFTER SPACING 4" 8" 4" NO CEILING CONNECTOR W/ 4-8D'S IN RAFTER, 2-8D'S IN OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE DIAPHRAGM CENTER 2x BLOCKING INSTALLED BEFORE SPAY-FOAM. VREQUIRED 7' PLATE, 8-8D'S IN STUD ON SHEATHING JOINT ADEQUATELY FASTEN TO SUPPORT SPRAY-FOAM ADEQUATE CONNECTORS & 9 CURING. STRAPPING TO CODE � PLAN VIEW O W PANELS NGABLE FACE AND LON WALL BELOW 1/2" PLYWD. P�� TAPERSAWN ROOF SHAKE AS �O BASED ON SHEARWALL REQUIREMENTS W/ 30# FELT AS PER SPEC. PER SPEC. AT 5 1/2" EXP. GABLE ENDWALL 1X3 SPRUCE HHONIZONTAL LATH ® 5 6 BALLOON FRAMING DETAIL CONSULTANT 1.0 SCALE: 3/4 - 1 -0 o o / 3o#'E°T AS PER SPEC. The new Residential Code of New York State refers to the American Forest Paper Association publication "Wood Frame Construction Manual (WFCM), RIDGE DETAIL High Wind Edition." The contractor and framing foreman should be familiar PLANNING REFER TO ROOF FRAMING x with this manual and be responsible for building in conformance with it. GROUP SHEET FOR RIDGE BEAM SPEC. The WFCM has a chart which describes the required nailing or stapling EAUER IQ TOP PLATE TO RAFTER CONNECTION I connections between all structural members. This page is a diagram of OWNER R TO PLATE TO HEADER CONNECTION TO BE MADE W/H6 typical strapping applications for high wind Uplift and lateral forces. Please ORS W/ MIN OF 8-81) NAILS W/ A L30 W/ MIN. OF 10D LS BETWEEN RAFTER TO PLATE CONNECTION consult the architect if there are specific conditions which are not covered in the manual or on this diagram page. JEANNE & J❑SE CASTANO 1700 GRATHW❑HL ROAD NEW SUFF❑LK RAFT-R-MATE-ATTIC RAFTER VENTS BY S❑UTH❑LD HEADER IQ JAQK2r�__�TLIIDS I OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE NOTE:ALL NAILS AND STRAPS THAT COME IN N.Y. 11956 \ HEADERS UP TO 4' LONG W ROOF SPAN UP TO 28' TO BE FASTENED INSTALLED BEFORE SPAY-FOAM. CONTACT W/ ACQ. SHALL BE ZMAX RATED. / ADEQUATELY FASTEN TO SUPPORT SPRAY-FOAM CURING. �\ TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x \ 3" SCREWS TAPERSAWN ROOF SHAKE AS PER SPEC. AT 5 1/2" EXP. \ HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 28' TO BE FASTENED TO THE JACK STUDS W/ A CS16 MIN. 22-10D NAILS 1X3 SPRUCE VERTICAL LATH ® RAFTER SPACING \ KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x 3" SCREWS HEADERS UP TO 4' LONG W/ ROOF SPAN UP TO 36' TO BE FASTENED 1/2" P.T. PLYWD. W/ 30# FELT & 'CEDAR BREATHER' \ TO THE JACK STUDS W/ A CS18 MIN. 18-IOD NAILS THIS CONDITION ENDS MIN. 24" PAST PLANE KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x OF EXTERIOR WALL 3" SCREWS BLOCK RAFTER BAYS \ HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 36' TO BE FASTENED W/2 x MATERIAL FOR AIR SEALING 2 6 TO THE JACK STUDS W/ A (2)CS18 MIN. 36-10D NAILS NO GYPSUM BOARD REQUIRED IN 1y PRIMED & PAINTED 5/4 TRIM BD. ON \ UNFINISHED ATTIC SPACES. 2 6 ALL SIDES (CONSIDER AZEK) W/ \ 71 KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x� 2 3/8" AZEK SPACERS FASTENED WITH 3" SCREWS -I' FINISH NAILS OR TO BE SCREWED TO 10 1/2" PLYWD. \ DRYWALL AS PER SPEC. ,Q SCREENED VENT ME D C STUD CO INSULATION AS PER SPEC. IL NOTE: a REFER TO GUTTER 16" O.C. STUD TO STUD CONNECTIONS SHALL BE MADE W/ _ _ _ _ _ __ _ o & HANGAR SPEC. LSTA24 STRAPS MIN 10-BD NAILS PER STRAP NOTE: THIS BUILDING SHALL COMPLY WITH AND REFERENCE 2 0 (EACH STUD TO RECEIVE 5 NAILS) THE 2018 INTERNATIONAL RESIDENTIAL CODE NOTE: 4 L.C.C. METAL DRIP EDGE WINDOW SILL PLATE CONNECTION ALL STRAPS AND CONNECTIONS TITLED ARE RUN PLYWD. LONG & CUT TO FIT TO BE SIMPSON CONNECTORS AND CAN BE AS SOFFIT IS FABRICATED FOR WINDOWSILL SPANS UP TO 8 THE SILL TO STUD CONNECTION \ SHALL BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS FOUND IN THE SIMPSON CATALOGUE. THIS / WOOD BLOCKING AS REQUIRED DIAGRAM APPLIES TO A HOUSE CONTAINING FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION A 7/12 PITCH-12/12 PITCH. IF PITCH IS to SCREENED VENT \ \ SHALL BE MADE W/ HGA10 CONNECTION W/ 8-SDSY4 x3" SCREWS SHALLOWER OR STEEPER REFER TO H TYPICAL 1X SOFFIT, REFER \ ARCHITECTS CUSTOM SPECIFICATIONS. = REFER TO DETAIL SHEETS TO SPEC. \ Z W FOR MOULDING & TRIM SPEC. �� JACK KING STUD TO PLATE OV REFER TO FRAMING SHEETS REFER TO SHEET 8.b & 8.c FOR SOFFIT HEADER OR BOX CONNECT. a FOR HEADER SPEC. DETAILING AND MOULDING INFO THE JACK/KING STUD CONNECTION SHALL BE MADE W/ HGA10 W/ A c MIN. 8-SDS-y4x3" SCREWS. MATCH STRAP CONNECTION AND MIN NAILING ON HEADER TO JACK STUD FOR JACKSTUD/DECK/STUD CONNECTION. MIN. NAILING APPLIES TO STUD CONNECTIONS NOT DECK CONNECTION 2 TYPICAL 'HOT ROOF' DETAIL �JCJ SCALE: 3" = 1'-0" N TO BID FOR HOT ROOF NO. DATE REVISION HEADER TO SUPPORT BRIDGING. Rafters and ceiling joists shall be supported 16" O.C. STUD TO STUD CONNECTIONS SHALL solid BE MADE W SPH6 STRAPS PROJECT TITLE \ STUD CONNECTION laterally or Ilcontinuo s blocking,nhby diagonal 3g inch wood d across MIN 10-8D NAILS PER STRAP (EACH STUD TO RENOVATIONS AND MATCH "HEADER TO JACK/KING STUD" coNECTTONs the rafters or ceiling joists at intervals not exceeding 8 feet. RECIEVE 5 NAILS) ZMAX RATING WHEN IN ADDITION AT+ CONTACT W/ ACQ. 1700 GRATHWOHL WINDOW SILL PLATE TO v ROAD SUPPORT STUD CONNECTION CEILING JOIST 0 S❑THO D NEW ❑LK \ GABLE END N,Y, 11956 FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION WALL PLATE SHALL BE MADE W/ HGA10 CONNECTION W/ 8-SDSY4 x3" SCREWS FOR 2-10d NAILS S,C,T,M,N, WINDOW SILL SPANS UP TO 8' THE SILL TO STUD CONNECTION SHALL EACH TRUSS NAILS - - - UJ BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS DRAWING TITLE \ \ a \ IL GYPSUM BOARD \ DOUBLE SILL PLATE NO FURRING PROPOSED HIGH WIND DETAILS MASONRY CONNECTION 5d COOLER �o ARcy� SPECS AND NAILS 07 o.c. �DpDCt44 T� TYPICAL DETAILS FOR A SINGLE STORY. SILL PLATE CONNECTION TO BE MADE W/ 2x4 BLOCK NAILED P4� 92 ANCHOR BOLT W/ BP SIMPSON BOLT WASHER PLACED EVERY 72" ON CENTER TO EACH BRACE 2-10d NAILS BOX TO SILL PLATE TO BE CONNECTED w WITH 4-10d NAILS ALIGNED W/ EACH STUD STRAP (16" O.C.) a Y mAvH Ry IEG FOR 2 STORY. SILL PLATE CONNECTION TO BE MADE W/ %" ANCHOR 10d NAILS W AN LTP4 MIN. 10-8D NAILS 16" O.C. STUD TO STUD CONNECTIONS BOLT W/ BP ENDWALL STUDS / p �� JC SHALL B MADE W/ LSSTR STRAPS SIMPSON BOLT WASHER PLACED EVERY 36" ON CENTER 0 6"p,c, NAILS MATCH SPACING OF WIND 035�+�� MIN 10-8D NAILS PER STRAP LOAD STRAPPING DIAGRAM q �� DATE07-31-2021 (EACH STUD TO RECIEVE 5 NAILS) NOTE: THE NEW CODE FOR HIGH WIND WOOD FRAME CONSTRUCTION 5d NAILS LSTA21 20 GA. STRAP BY SIMPSON F OF N REQUIRES A SIMPSON "BP" WASHER ON THE ANCHOR BOLTS. ALSO, THE 0 7"O.c. WITH 16-10d NAILS PER TABLE 306G SCALE I AS NOTED ANCHOR BOLTS MUST BE 36 INCHES MAXIMUM ON CENTER WHEREVER THE FRAME WALL DIRECTLY ABOVE IS A FULL TWO STORIES TALL. 1. SIZE AND NUMBER OF NAILS IN STRAP AS SHEET NO. ° REQUIRED FOR LOAD GIVEN IN TABLE 306G BOX TO SILL PLATE TO BE CONNECTED ALIGNED W/ EACH STUD STRAP (16" O.C.) W/ AN LTP4 MIN. 10-81) NAILS CEILING CONNECTION TO TYP. WIND LOADING STRAPPING 1 TYP.WIND LOADING STRAPPING DIAGRAM r4 GABLE ENDWALL DETAIL r5 DIAGRAM FOR SPLIT SILL'S I.0 SCALE: 3/4" - 1'-0" ISOMETRIC VIEW - BALLOON FRAMED GABLE ENDWALL l,C ALTERNATE GABLE END FRAMING IF BALLOON FRAMING IS NOT CHOSEN I.0 ISOMETRIC VIEW SCALE: 3/4" - 1'-0" PROJECT O 7 NUMBER I Table 3.2 Sill or Bottom Plate to Foundation Connection Footnotes for Table 3.2A �lO�1.1�'� �i Exposures B and C Table 3.4A Rafter and/or Ceiling Joist to lop Plate Lateral and Exposure Requirements for Wind(Copt.) Shear Connection Requirements 2018 IRC TAI3LE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRI'ERIA Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf,Wall DL=121 plf t Prescriptive limits are based on assumptions in Table 3.2. (Prescriptive Alternative t0 Table 3.4) Wind Speed 3-second gust(mph) 2 Anchor bolts shall be uniformly distributed along the length of the sill plate.For anchor bolt limitations see Section 110 115 T120 130 140 Wind Speed WIND DESIGN SUBJECT TO DAMAGE FROM (See Figure 1.1) 3.2.1.7. GROUND Wind SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN t,x,3,a 3 3-second gust(mph) 90 95 100 105 110 115 120 130 140 350 160 170 180 195 ` SNOW Speed Topographic Special borne DESIGN • Frost DESIGN UNDERLAYMEtf HAZARDS FREEZING ANNUAL Roof Required Capacity of Connect n(plf) Sill plates are assumed to be treated Southern Pine. Foundation See Fi re i.i LOAD (mph) effects wind debris CATEGORY Weathering line Termite TEMP REQUIRED INDEX TEMP Connections Span ' Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height.For other region zone depth Supporting (ft) U L S U L S U L S U L S U L S conditions,multiply value by the following adjustment. Rafter/Ceiling Joist Wall Number of 8d Common Na or 10d x Nails(Toenailed) Spacing m, Height Moderate 1 500 g( l (�) Required in Each Rafter and/or lei g Joist Top Plate ConnectionA 20 PSF 130 NO NO 1 B Severe 3'-0" To Heavy 15 YES NO OR LESS 51.7'F 12 - • 134R - ' 147R - • 160R 23 ' 188R 49 • 218R 16 - - l0 40 73 Roof+1 Floor Roof+2 Floors Roof+3 Floors LISTED TABLES TAKEN FROM THE 2018 WOOD FRAME CONSTtUCTION MANUAL (WFCM) R 20 6 23 58 96 i2 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 8 2 2 2 2 2 2 2 2 3 3 3 3 3 3 Roof Watt Height 8' 10, 8' 10, 8' 10' 24 16 35 76 120 Floorr 28 6 27 48 94 144 Top Plate to 16 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 Roof Pitch Ridge Height Adjustment Factor 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 Table 3.1 NailingSchedule 32 14 37 61 112 168 24 8 3 3 3 3 3 3 4 4 5 5 5 5 5 5 Sill Plate to 36 22 47 74 131 192 ft 10 1 3 1 3 1 3 1 3 1 3 1 3 1 4 4 5 5 5 5 1 5 1 6 Foundation 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86 i Prescriptive limits are based on assumptions in Table 3.4. Number of Number, 20 - ' 202R - * 221R - * 240R - ' 282R 24 * 327R 56:12 S. 0.66 0.79 0.71 0.$6 0.74 0.90 1When ceilin oists are installed arallel to rafters,the sum of the toenails in the rafter and ceiling Joist shall Joint Description Common Nails Box Nil Nall Spadng (Craw pace or _ - _ 8 i P g j equal or exceed the tabulated number of nails required. Basement) Roof&2 24 - 22 71 10, 0.74 0.87 0.76 0.91 0.78 0.94 s To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top plate or 3 toenails in each side when ROOF FRAMING � 2$ - S. 0.72 0.86 0.75 0.90 0.77 0.93 Floors 40 95 fastened to a 2x6 top plate. Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Tabk 3.4A) per rafter 32 - - 10, 0.87 1.00 0.85 1.00 0.84 1.00 • Where top plate-to-ridge heights exceed 10%they shall be adjusted as follows: Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Tabe 3.4A) per joist 36 - I I 1 1 1 58 119 >6:12 Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3,9A) (see Tafle 3.9A) each lap 28 - • 27OR - • 1295RI - ' 321R - ' 376R - * 437R 15' 1.01 1.14 0.95 1.10 0.91 i.07 Ceiling Joh;t Laps over Partitions (Face-nailed) (see Table 3.9A) (see Toole 3.9A) each lap Roof&3 _ _ _ 20' 1.15 1.29 1.04 1.19 0.99 1.14 Watt Height 8' itY Collar Tie to Rafter(face-nailed) (see Table 3.6) (see'6ble 3.6) per tie Floors 32 - 23 Blocking to Rafter(Toe-nailed) 2-8d ;10d 47 Height(each end 36 - - - - Top Plate Ridge Adjustment Factor ftj Rim Board to Rafter(End-nailed) 2-16d 3.16d each end _ 3 - 3 _ 3 a 3 10, 1.00 1.00 12 79 436 87 436 94 436 23 lIl 436 49 129 436 WALLFRAMING 16 - - 10 40 73 15' 1.15 1.25 TopPlatelto7opPlate (Face-nailed) 2-16d 246d perfoot 20 - 6 23 58 96 Table 3.2B Bottom Plate to Foundation Connections(Anchor x ®cures 20' 1.40 i.SO Top Plates at Intersections (Face-nailed) 4-16d S-16d joints-each side Roof 24 16 35 76 120 Botts) Resisting Lateral and Shear Loads from Wind Stud to Stud (Face-nailed) 2-16d 2.16d 24"o.c. 28 6 27 48 94 144 tsar, C Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 32 14 37 61 112 168 (Prescriptive Alternative to Table 3.2) Top or Bottom Plate to Stud (End-nailed) (see Table 3.SA) (see Table 3.5A) per stud Wall Bottom Plate 36 22 47 74 1 131 1 192 For Exposures 8&C and all Wind Speeds Bottom Plate to Floor joist,Bandjoist,Endjolst 2-16d'" 2-16d'" per toot to Foundation 20 - 79 436 3 - 87 436 3 - 94 436 3 - 111 436 3 24 129 436 3 Maximum Anchor Bolt Anchor Bolt Diameter in. i Exposure Soft- or Blocking {Face-Hatted) (slab-on-Grade) Roof&1 24 - 4 47 Spacing(in.)''2'3� Table 3.46 Shear Walls Resisting Uplift and Shear FLOOR FRAMING Floor 3Z - _ 40 95 1 2" 31 (Prescriptive Alternative to Table 3.4) Joist t-11, Top Plate or Girder (Toe-nailed) 4-8d 4-10d perjoist S 8" 48 Bridging to Joist (Toe-nailed) 2-8d 2-10d each end 36 - - 1 58 119 Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 28 - 79 436 3 - 87 436 3 - 94 436 3 - 111 436 3 - 129 436 3 1 Prescriptive limits are based on assumptions in Table 3.2. Wind Speed 3-second gust(mph) Blocking to Silt or To Plate(Toe-nailed) 3-16d 4-16d each block Roof&2 1907 95 100 105 110 115 120 130 240 150 160 170 180 195 P (T ) 32 _ - - 23 see Figure i.i Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Floors 36 - 47 2 When anchor bolts are used to resist uplift,lateral,and shear bads,the maximum anchor bolt spacing shall not exceed - - - Top&Bottom of Joist on Ledger to Beam(Toe-nailed) 3-8d 3-30d per joist the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor Wood Structural Panel Shear Wall = Band Joist to Joist(End-Waited) 3-16d 4-16d per joist U Connector uplift load. Panel Nailing boat limitations see Section 3.2.1.7 and 3.2.2.3. Requirements g Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot L = Connector lateral load(perpendicular to the wall). 3 Tabulated anchor bolt spacings for shear loads assume walls are sheathed in accordance with section 3.4.4.2. For other Requirements Maximum Roof Span(ft)2'3 ROOF SHEATHING S = Connector shear load(parallel to the wall). Nail R = L/W for wind perpendicular to the ridge and W/L for wind parallel to the ridge,where W is the building width and wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment Sheathing Shear Wall Rows of Wood Structural Panels 8d 10d (see Table 3.10) factor in Table 3.17D,but in no case shall anchor bolt spacings exceed 6 feet on center. Thickness Nailing Nails Spacing Diagonal Board Sheathing L is the building length. 1"z6"or i"x8" 2-8d 2-i0d per support * 4 lateral connections shalt be designed to resist the loads in Table 3.5. in - - - - - - - - - - - - - 1"x10"r I"x8"r 3-8d 3-20d per support Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. 7 16 OSB or 8 Common 4 4 - - - - - Table 3.2C Silt or Bottom Plate to Foundation Connections 15/32"plywood Nails�4"panel 1 3 36 36 36 36 36 28 20 12 See footnotes 1-4. a with species of edge spacing and 6 36 36 36 36 36 28 20 12 CEIUNGSHEATHING (Anchor Botts)Resisting Uplift Loads from Wind p g p g - - � - Gypsum wallboard 5d coolers Sd coolers 7"edge/10"field plies having 12"field edge 2 s 4 36 36 36 36 36 36 36 36 36 32 24 20 16 12 WALLSHEATHiNG Footnotes for Table 3.2 (Prescriptive Alternative to Table 3.2) G20.49 soacine 3 36 36 36 36 36 36 36 36 36 36 36 36 32 24 Wood Structural Panels 8d 10d (see Table 3.111 Wind Speed 3-second gust(mph) 7/16"OSB or 8d Common 6 - - - - Structural Fiberboard Panels t 90 95 100 105 110 115 120 130 140 150 160 170 180 195 " " 1 4 36 36 36 36 36 • 28 20 12 11 ga.gate. roofing nail - 3"edge/6"tied Tabulated uplift and lateral loads shall be permitted to be multiplied by 0.75 and 0.92,respectively,for See Fi ure i.i 15/32 plywood Nails�6 panel - framing not located within 8 feet of building corners. Sill or Bottom Plate to with species of edge spacing and 3 36 36 36 36 36 36 3fa 36 24 20 12 12 (0.120"xl-iJ2"long x 7/16"head) t 6 36 36 36 36 36 36 36i 36 24 20 12 12 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 9 psf Foundation Anchor Bolt Plate Foundation Maximum Anchor Bolt Spacing(in.) z plies having 12"field edge 2 s 4 36 36 36 36 36 36 36i 36 36 36 36 28 24 20 25/32" 11 ga.gals. roofing nail - 3"edge/6"field Size Supporting (0.120"xi-3/4"long x 3/8"head) (0.6 x 15 psf=9 psf)and wall assembly dead load of 73 plf(0.6 x 121 plf). Connection Resisting G2:0.49 spacing 3 36 36 36 36 36 36 36i 36 36 36 36 36 36 32 Gypsum tArattboard Sd coolers 5d coolers 7"edge/l0"field 3 Tabulated shear capacity requirements assume all walls are sheathed in accordance with Section 8'En 10d Common 6 - - - - - Hardboardl 8d 8d (see Table "field 3.4.4.2. For other wall sheathing types the tabulated shear capacity of the connection shall be divided 1-3 stories 72 72 72 72 72 72 71 S7 43 35 30 27 24 22 15/32"OSB or 14 4 36 36 36 36 36 36 281 16 12 - Particleboard Panels 8d 8d b the appropriate sheathin t e adjustment factor In Table 3.17D. 2x4 Nails 6"panel (see a Table 3.11) ) yg YP ) Interi Zon plywood with 3 36 36 36 36 36 36 36i 36 32 24 20 16 12 a edge spacing and Diagonal Board Sheathing Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height. Uplift Loads 1-3 stories 72 72 72 72 72 72 72 66 50 41 35 31 28 26 species of plies 6 36 36 36 36 36 36 36i 36 32 24 20 16 12 having Gz0.49 12"field edge 2 s 4 36 36 36 36 36 36 36i 36 36 36 36 36 32 24 For other conditions,multiply value by the following adjustment. 8'En one spacing ]"x6"or 1"x8" 2-8d 2-10d per support 1-3 stories 72 72 72 72 72 72 72 68 Sl 42 36 32 29 26 3 36 36 36 36 36 36 36i 36 36 36 36 36 36 36 i"x10"or wider 3-8d 3-10d per support 2x6 Interi Zon ' See AWC/ANSI Special Design Provisions for Wind and Seismic(SDPWS) for proper esign and detailing of wood structural panels -- FLOOR SHEATHING Roof+1 Floor Roo +2 Floors Roof+3 Floors 1-3 stories 72 72 72 72 72 72 72 72 60 49 42 37 34 31 used to resist combined shear and uplift from wind. Wall Height 8' 10' 8' 10' 8' 10' 2 Where framing has a specific gravity of 0.49 or greater,tabulated maximum roof spans shall be permitted to be multiplied by 1.08, Wood Structural Panels Top Plate to Ridge ],"or less 8d SOd 6"edge/12"field Roof Pitch Adjustment Factor but in no case shalt they exceed a span of 36 ft. greater than 3" idd 16d 6"edge/12"field Height ft Diagonal Board Sheathing 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86 ' Tabulated values for plywood assume plywood with a species of plies having a specific gravity of 0.49 or greater.For plywood with ]."x6"or 1"xB" 2-8d 2-10d per Support 56:12 5' 0.66 0.79 0.71 0.86 0.74 0.90 other species,multiply the tabulated maximum roof spans by 0.90. 1"x10"or wider 3-8d 3-10d per support 10, 0.74 0.87 0.76 0.91 0.78 0.94 Footnotes to Table 3.3A a Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1Y"and a single row of fasteners Naiiing requirements are based on wall sheathing nailed 6 Inches on-center at the panel edge.Alternative nailing schedules shall 5' 0.72 0.86 0.75 0.90 0.77 0.93 shall be placed'%,"from the panel edge. ' Prescriptive limits are based on assumptions In Table 3.3. be usied where wall sheathing nailing is reduced.For example,If wall sheathing is nailed 3 inches on-center at the panel edge to 10, 0.87 1.00 0.85 1.00 0.84 1.00 Z Anchor bolts shalt be uniformly distributed along the length of the sill plate.See Section 3.2.1.7 for anchor bolt limitations. s Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1%".Rows of fasteners shall be Yx" obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be >6:12 is, 1.01 1.14 0.95 1.10 0.91 1.07 `Sill plates are assumed to be treated Southern Pine. apart with a minimum edge distance of%".Each row shall have nails at the specified spacing. used'to maintain the load path. 20' 1.15 1.29 1.04 1.19 0.99 1.14 Where the lateral force resisting system Is other than wood structural panel shear walls the number of anchor bolts required shalt be increased by 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to multiplying by 3.25. 1-16d nail per foot - i The number of foundation sill plate anchor bolts can be determined for other load cases by multiplying by the appropriate adjustment factor given In the following table: Minimum Roof/Ceiling Assembly:Is psf Roof/Ceiling Assembly s 25 psi Table 3.3A1 2"Anchor Botts-Foundation Sill Plate Connection a. n Foundation Building floor s 12 pit Floor"20 psf Floor*12 psf Floor"20 psf Floors 12 psf Floor■20 psf Floors 12 psf Floor■20 psf 1/ iG L a 30 Table 3.3A4 5/8 Anchor Bolts-Foundation Sill Plate Connection GSL = 30 supporting Dlmenslon,W PartftionsEpsf Partnlonsbpsf Partitionsgpst Parilti`n■8psf Partition■llpsf Partition■llpif Partkions8psf Partltlon■gpsf THE NEW 2018 INTERNATIONAL RESIDENTIAL CODE ADOPTED BY NEW YORK STATE REFERS TO THE 2018 WOOD FRAME Resisting Shear Loads from Seismic(prescriptive �/�rr Resisting Shear Loads from Seismic(prescriptive IT (ft) wan.lso n Wan*18o lf wan 110 tf wan 110 f wan 180 wall itto n wan i10 ff wan 110 CONSTRUCTION MANUAL(WFCM) FOR ONE-AND TWO-FAMILY DWELLINGS DEVELOPED BY THE AMERICAN WOOD COUNCIL'S(AWC) alternative to Table 3.3) alternative to Table 3.3) 4) = 5/8 Foundation sill plate connection shear load adjustment factor (Dead Load Assumptions:Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,Wall=110 plf; (Dead Load Assumptions:Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,Wall=110 plf; 12 3.33 1.41 1.00 1.10 1.51 3.60 ].iB 3.28 WOOD DESIGN STANDARDS COMMITTEE .THE CONTRACTOR AND FRAMING FOREN�AN SHOULD BE FAMILIAR WITH THIS MANUAL i system:Wood structural panel shear walls) Ground Snow Load=30 stLateral force resisting system:Wood structural panel shear walls) 16 1.30 1.39 1.00 1.12 1.49 1.59 2.20 1.31 AND BE RESPONSIBLE FOR BUILDING IN CONFORMANCE WITH IT.THE WFCM HAS DEVELOPED GUIDES TO WOOD CONSTRUCTION Ground Snow Load-30 psis Lateral force resistingP p g Y P -..,�. .:. so" " "" 'i.27 1.38 i.oa- � i 133'-A{�- _""'•i.a7" ` '1Ss._ ].27 i:33 IN HIGH WIND AREAS. USE OF THE HIGH WIND PROVISIONS OF THESE GUIDES WILL,RESULT IN DESIGN SOLUTIONS THAT Minimum SDCA sot B colt Minimum SDCA SDC8 SDCC Roof,&1 Floor 24 1.24 1.37 L00 , 1.14 2.45 1s7 1.21 1.35 PRESCRIPTIVELY MEET THE APPLICABLE REQUIREMENTS OF THE WFCM, IRC,AND IBC.THESE GUIDES CONTAIN FIGURES AND &1 Floor Foundatllon Building Foundation Building L/W L/W L/1N 26 L22 1.36. 1.00 1.15 L44' 1.57 1.22 1.37 STRUCTURAL MEMBERS WITH THE RESPECTIVE Supporting Dimension,W 1 1.5 2 2.5 3 3 is 2 z.s 3 1 1.5 2 2.5 3 TABLES DESCRIBING THE REQUIRED NAILING OR FASTENERS BETWEEN ALL Supporting Dimension, 1 1.5 2 2.5 3 1 o 2 2e 3 1 1.5 2 - 3 32 1.19 1.34 1.00 1.16 1.43 1.56 1.23 1.39 SPACING. SHEET 1.0 IS A DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR HIGH WIND UPLIFT AND LATERAL FORCES. PLEASE ft Number of Boles R uiredsa-i,a,s,s �,:,s,.,s,s (ft) Number of Boles Re aired 36 1.19 1.34 1.00 1.16 1.42 1.56 1.23 1.39 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1.36 1.46 1.00 1.13 1.48 1.58 1.12 1.25 CONSULT THE ARCHITECT IF THERE ARE SPECIFIC CONDITIONS WHICH ARE NOT COVERED IN THE MANUAL OR ON THE DIAGRAM 16 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16 2.32 1.45 2.00 1.15 1.44 1.57 2.23 1.28 SHEET 1.0 20 1 1 1' 1 1 1 1 1 2 2 1 1 2 2 2 �"2-0 .1 � wry.. ... �..1 •..-.� ,-.,w.,,_,,.,,.- ,-- " . . R,. ,, «�- ,>, ^. .. . w...w.,.. ,�,<.w •,r,,. ,.. .,- ,: � .�� n:• „a> .. _ .,. •... ,:n�.. Roof,Ceiling,& Roaf,telling,& 20 1 1 1 3 1 1 i -1 ---I 1 i 1 2 2 Roof,Ceiling 20 129 1.431.17 -1.42 7.56 " '1.13 1.30 24 1 1 1 1 1 1 1 2 2 2 1 2 2 3 3 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 24 1,27, 2.42 I= 1.18 1,40 1.55 1.14 1.32 ADDITIONAL DESIGN CRITERIA: 1 Floor 1 Floor &2 Floors 32 ,2 i, 1 2„ ..,•,2 .,, ..-2,� 2 , 2e_ .„ ,2 ,..- 3 .: 3 _ ,4 zB 2, I 1 1 1 1 1 2 Z 2 1 - .-, 2, _2 2 3 28 _ 1.25 1.41 2.00 1,19 1.3$ 1.54 1,14 1.33 i 2' - 1 2 2 3' - 2 3 3 4' 32 1 1 1 1' - 1 1 2 2' - 2 2 2 3' 32 1.23 1.40 1.00 1.19 1.36 1.54 1.14 2.34 1. GRAVITY LOADING: 36 1 1 2 2' 2 2 3 3' 2 3 4 4' 36 1 1 1 1' 1 2 2 2' 2 2 3 3' 36 1.21 1.39 1.00 1,20 1.35 1.53 Ills 1.35 A. FIRST FLOOR- COMBINED LIVE AND DEAD LOAD=50 PSF 12 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 12 1,37 1.49 1.00 1.14 1.46 1.57 1.09 1.23 B. SECOND FLOOR-COMBINED TOTAL LIVE AND DEAD LOAD=40 PSF 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 16 1 1 1 1 1 1 1 1 1 2 1 1 z 2 2 - GROUND SNOW LOAD 25 PSF DEAD LOAD 15 PSF- i 3 2 1 2 2 2 3 2 . 2 3 3 q 16 1.34 1.47 1.00 1.16 1. 2 .56 1.04 1: 6 _ 20 i 1 1 1 1 1 1 2 2 2 1 ' 2 2 2 3 ...�,.,,:,,.,�, ,- ...� ..._,..,..-�., .,»>..•.,�..„,.....,, �..... .. . .,. ,.,.,.,.,..„•..,,,..,,.. ,.,._. -,.,.,.., �.>,..._,.... ...«.a. .a�. C ROOF GRO + 40 PSF 20 1 i z0 1.30 1,46 1.6 1.18 1,d0 1.55 I.10 1.2$ Roof,Ceiling,& Roof,Ceiling,& Roof,Ceiling 2. WIND LOADING: 24 1 2 1 Z 2 2 2 2 3 3 , 2 3 3 4 5 24 1 1 1 1 2 1 2 2 2 2 2 2 3 3 3 24 1.2$ 1.45 1,00 1.20 1.37 1s4 1.30 1.30 2 Floors 2 Floors 3 3 4 4 &3 Floors A. WFCM GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREA 130 MPH EXPOSURE B HIGH WIND GUIDE, 12 2 2 2 _ 2 3 4 d 3 3 . 4 5 6 28 .. ., - 1 1 :-2.,_ 2 : i .. . -2 ...�2___, 3. 1.53 1.10 1.31 32 1 2 2 2' - 2 3 4 4' 3"� 4 5 6' 32 1 1 2 2' - 2 2 3 3' 3 2 3 4 5' 32 1.24 1.43 1.00 1.21 1.34 UNLESS OTHERWISE NOTED. 28 125 1.d4 i.0o ].21 2.35 1.53 1.11 1.32 36 2 2 2 3' - 3 3 4 5' 4 5 6 7' 36 1 2 2 2' - 2 3 3 37 3 4 4 57 - 36 1.22 1.42 1.00 1.22 1.32 1.52 1.11 1.33 3. DESIGN PRESSURE: 12 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 , A. AS PER 2018 IRC SECTION R609 EXTERIOR WINDOWS AND DOORS 16 1 1 i 1 1 1 1 2 2 2 1 2 2 2 3 Effective seismic weight used to determine foundation silt plate anchorage toad includes 20%of ground snow load where the ground snow load exceeds 30 16 1 I 1 1 2 1 2 2 2 3 2 2 3 3 4 � - „, - r,,,,,,„,,,,,,,.,. �.- 1n_;„�.,, -i-,, ,.., �, ,,,, ., • ._.� psf. used for SDC A,B,C,Da D'and D7 are as follows:Sns-0.17 for SDC A;Svs=0.33 for SDC 8;So$-0.50 for SDC C;Sr:ss0.67 for SDC Da;Srrs=0.83 for SDC Du 4. LIGHT AND VENTILATION: . . _. 20 . 1 1 1 i 2 1 2 2 2 3 2 2 3 i 4 P Sus Roof,Ceiling& 4 z 3 2 4 4 5 A. AS PER 2018 IRC SECTION R303 LIGHT,VENTILATION AND HEATING g Roof,Ceiling& 24 1 1 2 2 2 2 2 3 3 3 2 3 4 4 5 Se,=1.17 far SDC Dx. 3 Floors 24 1 2 2 2 3 2 3: 3 4 5 3 4 5 6 7 3 Floor 5. ENERGY CODE CALCULATIONS: 28 2 2 - 2 3 3 3 3 4 5 6 4 5 6 7 8 28 1 2, 2 2 2 2 .„ 3 3 - 4- 4 3 , d = 4 _ _ - 5 6 The number of foundation sill plate anchor bolts is based on a building length,4 equal to 80 h. _. J...- . .. . .7 32 1 2 2 3' - 2 3 4 4' - 3 4 5 s' _ A. REFER TO THE 2018 IECC 32 2 2 3 3 - 3 4 5 6 - 4 6 7 9 36 2 3 3 4' - 4 5 6 7' - 5 7 9 10' 36 2 2 3 3� - 3 4 4 5� 4 5 6 7' Minimum SDC D, SDC D, SDC D, Minimum SDC Da SDC D, SDC D2 Foundation Building L/W L/W L/W Foundation Building L/W L/W L/W Supporting Supporting Dimension,W 1 1.S 2 2.5 3 1 i.S 2 2.5 3 1 1.S 2 2.S 3 P B Dimersslan,W i 1s z 2s 3 i 1s z zs 3 1 is z 2s 3 Table 3.3B Bottom Plate to Foundation Connections(Anchor Botts)Resisting Shear is a,4s,s (ft) Number of Bolts Required 1.2,J,4.SG h Number of Bolts Re aired from Seismic 12 1 1 1 1 2 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 1 2 2 16 1 1 , 2 2 1 1 2 2 2 1 2 2 2 3 QED ARC REV. DATE REVISIONS 16 1 1 2 2 2 1 2 2 2 3 2 2 3 3 4 ,-•. - :- _ ...-.. -.« _•- :.� W - 20 1 1 rt 2 2 z 1 2 2 2 3 2 2 3 3 4 For Seismic Design Categories A,6,C,Da Ot,and D2 ODD Ct:,g4, 3 Z . , .�. 3. ;as - _2 , . .3 3 4 s Roof,Ceiling,& � Q Roof,Ceiling,& 24 1 2 2 2 3 2 2 2 3 3 2 3 3 4 s 24 2 2 3 3 4 2 3 3 d S 3 4 4 S 6 1 Floor L2 0 Z 2 1 Floor 28 2 - 2 3 3 3 2 3 4, _ 4 _ 2 3 4 5 5 Anchor Bolt Diameter(in.) Maximum Anchor Bolt Spacing(in.) c, 32 2 - .-3 3 . .4 - .--..5..,, 2 _,•.,...3..- -Q .. 5 6 .- -,3 4 6 7 8 2 - 28 2 3 4 5' - 3 4 5 6' 4 5 7 8' - 32 2 2 3 4' - 2 3 4 4' 3 4 5 6' 36 3 4 5 5' - 3 5 5 7' S 5 8 9' 36 2 3 4 4' - 3 3 4 5' 3 5 6 6' 1/2" 67 12 3 2 2 2 2 2 2 2 3 3 2 2 3 3 4 12 1 1 1 2 2 1 1 2 2 2 1 2 2 3 3 * 1 16 1 2 2 2 3 2 2 2 3 3 2 3 3 4 4 5/8" 72 �0 16 2 2 3 3 4 2 3 3 4 4 3 3 4 S 6 -, ,-.,v�-.- .,-,..w,.,-.,... :,r�, „�,.- >,a„�,r,,.�,_-._._•,._•.. mro..,._.,-,;,_. t .1a Z _7 '_r_.-�-. _ ..._.. . . 4 - .-.,.,- Roof,Ceiling & 20 2 2 3 " 3 3 2 3 3 4 4 3 3 a 5 6 Tabulated anchor bolt spacings assume shear walls are sheathed in accordance with Section ,9 0354`-, Roof,ceiling,& 3 3 4 5 3 3 .4 5 6 3 5 6 7 8 24 2 3 3 ' 4 4 2 3 4 5 5 3 4 5 6 J lF N g' 24 3 4 a 5 6 3 a s 6 B a - 6 7 9 10 2 Floors 3.4.4.2.For other wall sheathing types the tabulated anchor bolt spacings shall be multiplied by C)F PROPOSED PLANS 2 Floors ` ,.._,4 5 6' 7_ d 5.. _ .7 8 9 3 4 6 7 7 - 4 „-„5_ 7 8 9 5 7 9 11 13 32 3 4 5 6' S 3 7' 10' the appropriate sheathing type adjustment folios in Table 3.17D.For anchor bolt limitations 28 ., 5 6 - 5 6 8 - 32 4 5 7 8'1_1 5 6 8 10' - 6 9 11 14' - 36 3 5 6 6' 4 6 7 8' 6 8 10 11 see Section 3.2.1.7. 1 700 0 R;AT H W O H L ROAD 36 5 6 8 9' - 6 8 10 117 - 8 11 14 15' 12 1 2 2 2 3 2 2 2 3 3 2 2 3 4 4 2 Wall bottom plates are assumed to be treated Southern Pine. 12 2 2 3 3 3 2 3 3 4 4 3 3 4 5 6 16 2 2 3 3 4 2 3 3 4 4 3 4 4 5 6 NEW SUFFOLK NEW YORK 16 2 3 4 4 5 3 4 4 5 6 4 s 6 7 8 Roof,Ceiling ' 2 d. •6 67 4 5 6 7 8 S 6 8 10 11 24 3 4 5 5 6 3 4 6 7 8 4 6 8 9 it Roof,Ceiling& 3 Floors 3 Floors 8 9 5 6 8 9 11 6 8 11 13 15 28, ,3 5, 6 7 8 4 .6 1,,. $ 9 6 8 10- 12 . .,13 . DESIGN CRITERIA 28 5 6 _ _ 8 10 11 6 8 10 12 . 13_ 8 11 14 Ifi 19 32 4 6 7 8' 5 7 9 10' 7 9 12 14' ® r j 32 6 8 10 127 - 7 9 12 157 9 13 17 20' 36 5 7 8 9' 6 B 10 117 8 11 14 167 ALL NEW WORK TO CONFORM WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC). 36 7 9 12 13' - 8 11 1S 16' - 11 16 20 22' See footnotes 1.7. ® O DRAWN BY: IEG SHEET NO.: See footnotes 1-7. IN ADDITION FOLLOW THE SUPPLEMENT TO THE 2018 NEW YORK STATE ENERGY CONSERVATION CHECKED BY: ZTC CONSTRUCTION CODE WHERE APPLICABLE. -��' � SCALE: AS NOTED A- 10 ` ISSUED DATE: 07-31-21 I � Table 3.6 Top and Bottom Plate to Stud Lateral Connection Exposure B Table 3.6 Ridge Connection Requirements for Wind Exposure B Table 3.10 Roof Sheathing Attachment Requirements for wind Exposure B R301.2.1.2 Protection of Openings Requirements for Wind Loads (Dead Load Assumptions: Roof Assembly DL=10 psf Loads Exterior glazing in buildings located in windborne debris regions shall be wind Speed wind Speed 3-second gust(mph) protected from windborne debris.Glazed opening protection for windborne 3-second gust(mph) 90 9s l00 105 110 ils iZD 30 40 150 160 170 180 195 (See Figure 1.1) 90 95 100 105 130 115 120 1 ISO 160 170 180 i9s debris shall meet the requirements of the Large Missile Test of ASTM E1996 and ASTM El as modified in Section 301.2.1.2.1.Garage door lazed Win Speed (See Figure 1.1) Rafter Fastener Spacing g g 3-second gust 90 95 100 105 110 115 120 130 140 150 160 170 180 195 (mph) Roof Pitch Roofspan Required Capacity of Ridge (pin112'1'4 2 /Truss panel Interm. opening protection for windborne debris shall meet the requirements of an (ft) Sheathing Location Uplift Load per Nail(Ibs) approved impact-resisting standard or ANSI/DASMA 115. (See Figure 1.1;1 spacing Edges supports pA P g 12 28 39 51 64 77 91 105 36 169 205 243 284 327 397 (in,) 16 37 52 68 85 103 121 141 82 226 274 325 379 436 529 1.z �a�- m- �- - �, 6 12 17 19 21 23 25 28 30 3 4 47 53 60 67 78 Exception:Wood structural panels with,a thickness of not less than 7/ inch Wall Height(ftIl Unit Framing 20 a6 65 85 106 128 152 176 27 T 282 3a2 ao6 473 545 661 ,; p 16 3:12 24 56 78 102 128 154 182 211 72 339 410' 487 568 654 793 12 6 6 9 10 11 12 13 14 15 1 2 24 27 30 34 39 (11 mm)and a span of not more than 8-feet(2438 mm)shall be permitted 8 45 SO 55 61 67 73 79 93 108 124 141 159 178 209 4 4 6 7 7 8 9 9 10 i 1 16 18 20 23 26 for opening protection. Panels shall be recut and attached to the framing 28 65 91 119 149 180 212 246 18 395 479 568 663 763 925 10 53 59 66 72 79 87 94 111 12! 148 168 190 212 249 3 3 5 5 6 6 7 7 8 1 12 14 is 17 20 P g P P n -� •, r - „. w: ,r.,,,�.,,.,,- .,-„.�,,,.7 .. I 32 74 105 137 170 206 243 281 63 452 547 649 758 873 1057 6 12 23 25 28 31 34 37 40 4 5 62 70 79 89 104 surroundingthe opening containing the product with the lazed opening. 12 61 68 76 $3 91 100 109 128 1� ]70. 193 218 245 2$7 i 36 83 118 154 192 231 273 316 09 508 616 730 852 982 1190 P g g P g P g' 16 6 6 8 9 14 16 11 19 20 z 2 31 35 40 45 52 Panels shall be predrilled as required for the anchorage method and shall be 14 69 771 85 „ 94 103 112 122 144 b7 191 218 246 275 .323 j 12 26 35 45 55 65 77 88 13 139 168 199 231 266 321 4 4 8 9 10 SO it 12 14 1 1 21 24 27 30 35 g 16 77 85- 94 104 114 124 135 159 184 212- 241. 272 305 358 16 0 35 a7 � - 60 73 87 102 11$ _ so 186 224 265 308 354 _ 428 x 3 3 6 7 7 8 9 9 10 1 i 16 18 20 23 26 secthe attachment hardware provided.Attachments shall be 91 109 i28 147 88 R 232 2so 331 385 a43 536 Interior Zone desi gned rned tued ft resist the component 6 12is 27 30 33 37 40 44 48 5 6 74 84 95 107 125 g p and clladding loads determined in 6 93 103 113 124 136 148 174 201 231 263 297 333 391 4:12 24 52 70 89 110 131 153 176 26 279 336 397 463 532 643 6 6 '14 i5 17 19 20 22 24 2 3 37 42 48 54 63 accordance with either Table R301.2(2)Qr ASCE 7,with the permanent _ 4 4 9 10 11 iz is is 16 i 2 25 28 32 36 42 corrosion-resistant attachment hardware provided and anchors 20 96 100 11! 123 135 147 160 218 250 285 321 360 423 28 61 82 104 128 '153 179 206 63 325 392 464 540 620 750, 19.2 1 Tabulated framing loads and connection requirements shall be permitted to be multiplied b)0.92 for framing not located within 8 feet of corners. 32 69 94 119 146 174 204 235 01 32 448 530 617 709 857 3 3 7 8 9 9 10 11 12 1 1 19 21 24 27 32 2 Tabulated framing loads are specified in pounds per linear foot of wall. To determine connction requirements(Ibs),multiply the tabulated unit lateral 36 78 105 134 164 196 230 264 38 418 504 596 694 797 964 6 12 34 37 41 46 50 55 59 7 8 93 105 119 133 156 permanently installed on the building.Attachment in accordance with Table 12 20 27 35 43 51 60 69 8 109 132 156 182 209 253 24 6 6 17 19 21 23 25 28 30 3 4 47 53 60 67 78 R301.2.1.2 is permitted for buildings with a mean roof height of 45 feet(13 framing load by the multiplier iron the to orresponding to the spacing of the conection: 16 26 36 46 57 68 80 92 18 146 176 208 242 279 337 4 4 12 13 14 16 17 19 20 2 2 31 35 40 45 52 728 mm)or less where the ultimate design wind speed, Vult is 180 mph(290 20 33 a5 58 71 11§'- . i00-`115 - 47 F 182 2R7 - 260 303_ 3a8 421 3 3 9 10 11 12 23 14 15 1 2 24 27 30 34 39 kph)or less. Connection Spacing(in.) 12 16 19.2 24 48 5:12 24 40 54 69 85 102,. 119 138 77. 219 264 312 364 418 506 6 12 32 35 39 43 47 51 56 6 7 87 99 112 125 147 Multiplier 1.00 1.60 2.00 4.00 28 46 63 81 99-- 119 139 W _ 161 06 255 308 364 424 488 " 590 12 6 6 16 18 20 22 24 26 28 3 3 44 5o 56 63 74 TABLE R301.2.1.2 32 53 72 92 114 136 159 184 36 292 352 416 485 557 674 4 4 11 12 13 15 16 17 19 2 2 29 33 38 42 49 36 60 81 104 128 153 179 207 65 328 396 469 545 627 758 3 3 8 9 20 11 12 13 14 1 1 22 25 28 32 37 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 12 20 26 33 40 48 55 63 1 99 119 141 164 188 227 6 12 42 47 52 57 63 68 74 8 1 116 132 149 167 196 STRUCTURAL PANELSa,b,c,d TFLOOR JOIST 16 27 35 44 54 63 74 85 08 133 159 _188 218 250 302 16 6 6 21 24 26 29 32 34 37 4 5 58 66 75 84 98 44 4 4 14 16 18 19 21 23 25 2 3 39 44 So 56 66 a,b 20 33 44 55 67 79 92 �I06 ' 35� 166� 199 " . 235 273 3i3 FASTENER SPACING(inches) 6:12 24 40 S3 66 80 95 Ill 127 62 199 239 282 327 376 453 Perimeter Edge Zone 3 3 11 12 13 3S 16 17 19 2 2 29 33 38 42 49 28-, 47 _._61 .._.. l _94 111 129 148„ 88 232 279 . 329 382 438 529 FASTENER TYPE Panel 4 feet< 6 feet< 6 12 50 56 62 68 75 82 89 1 12 139 156 179 200 235 y" 6 6 25 28 31 34 38 41 45 5 6 70 79 90 100 118 32 53 70 88 107 127 148 169 15 265 319 376 436 SOS 605 19.2 4 4 17 19 21 23 25 28 30 3 4 47 53 60 67 79 Span<_ panel span panel span 36 60 79 99 121 143 166 190 42 298 5 42 491 564 680 3 3 13 14 16 17 19 21 23 2 3 35 40 45 50 59 4 feet <_6 feet <_8 feet 12 27 32 37 43 49 55 62 6 94 112 132 153 175 211 6 12 63 70 78 85 94 102 111 13 is 174 198 223 250 294 16 36 43 50 57 65 73 82 02 125 149 176 204 233 281 6 6 32 35 39 43 47 51 56 6 7 87 99 112 125 147 No.8 wood-screw-based 20 4 5 72 81 92 103 27' 156 187 220 2Sa 291 35i 24 4 4 21 24 26 29 32 34 37 4 5 58 66 75 84 98 anchor with 2-inch embedment 16 10 8 7:12-12:12 24 54 64 75 86 98 110 123 53 187 224 263 305 350 421 3 3 16 18 20 22 24 26 28 3 44 50 56 63 74 length 28 62 74 87,- 100 114 ' 129 144 78 218 261 307 A•„ „356„ _ 408 .-491 Fastener Spacing 32 71 85 99 115 130 147 164 04 250 299 351 407 466 562 Uplift Load per Nail(Ibs) 36 80 96 112 129 147 165 185 281 336 395 458 525 632 Gable Endwall Rake or (in.) No.10 wood-screw-based 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. Rake Truss with up to 9" 6 28 31 35 38 42 46 50 59 6 78 88 100 112 131 anchor with 2-inch embedment 16 12 9 LAT] RAL p Rake Overhang 4 39 21 23 26 28 31 33 39 4 52 59 67 75 88 length 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x 10 psf=6 psf). FRAMING 3 14 16 18 19 21 23 25 3 39 a4 s0 56 66 3 Tabulated connection requirements are based on a 12 inch ridge connection spacing,for different ridge connection spacing,multiply the tabulated values by the appropriate 1/4-inch lag-screw-based LOAD multiplier below: Fastener Uplift Capacity 2.3(Ibs) anchor with 2-inch embedment 16 16 16 Sheathing Thickness(in.) 3/8 7/16 15/32 19/32 23132 Ridge Connection Spacing(tn.) 12 16 .60 24 48 Framing Member G 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 length Multiplier 1.00 .60 2.00 4.00 4 For jack rafter uplift connections,use a roof span equal to twice the jack rafter length.The jack rafter length includes the overhang length and the Jack span. 8d common 70 91 68 100 67 98 63 92 Ss 86 For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N,1 mile per hour=0,447 10d box 84 101 82 118 81 120 77 114 73 108 m/5. RSRSZ3s 91 91 99 106 99 114 99 135 99 135 a.This table is based on 180 mph ultimate design wind speeds, Vu1r,and a 45- - foot mean roof height. i for roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. b.Fasteners shall be installed at opposing ends of the wood structural panel. 2 Minimum capacity of withdrawal and fastener head pull-through is tabulated. Fasteners shall be located not less thain 1 inch from the edge of the panel. 3 Tabulated values include a load duration factor adjustment,Co=1.6. 4 Tabulated values for 8d common nails and 10d box nails are applicable to carbon steel nails(bright or galvanized). c.Anchors shall penetrate through the exxterior wall Covering with an 5 Tabulated values for RSRS-03 nails are applicable to carbon steel(bright or galvanized)or stainless steel nails. embedment length of not less than 2 iinches into the building frame. Fasteners shall be located not less than 21/2 inches from the edge of FLO R JOIST Table 3.11 Mall Sheathing and Cladding Attachment re concrete block or concrete. Requirements for Wind Loads d,Panels attached to masonry or masonry/stucco shall be attached using Vibration-resistant anchors having an ultimate withdrawal capacity of not Wind Speed less than 1,500 pounds. Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements 3-Second gust 90 95 100 105 110 115 120 1 1 1 I I I 50 160 170 180 195 {mph) (Prescriptive Alternative to Table 3.9) se (mph) 1.1 Table 3.5A Top and Bottom Plate to Stud Lateral Connections Roof live Load Ground Snow Load STRUCTURAL SHEATHING R301.2.1.2.1 Application of ASTM E1996 20 psf 50 psf 70 psf E F E F E F E F E F E F E F E F E F E F E F E F E F E F for Wind Loads "`"' '"'� The text of Section 2.2 of ASTM El996 shall be substituted as follows: of 5AD.(ft) 1 Stud Spacing Sheathing Location inches,o.c. Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,o.c.) z,1 (Prescriptive Alternative to Table 3.5) 12 24 36 2 24 36 !Z t4 36 { ) Rafter 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 2 6 12 6 12 6 12 6 12 6 12 2.2 ASCE Standard: Wind Speed 143,4,s p Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 2 6 2 6 12 6 12 6 12 6 12 6 12 Spacing(in.) ASCE 7-10 American Society of Civil En ineers Minimum Design Loads for 3-second gust(mph) 90 95 100 105 1!Q 115 120 130 140 150 160 170 180 195 24 6 12 6 12 6 12 6 !2 6 12 6 12 6 12 6 2 6 2 6 12 6 12 6 6 6 6 6 6 I I (See Figure 1.1) 12 3 5 8 3 6 9 5 9 13 6 12 17 ty g g !6 4 7 8 4 6 9 5 9 17 8 15 23 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 2 6 12 6 12 6 12 6 12 6 12 Buildings and Other Structures Stud 3:12 Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 2 6 2 6 12 6 12 6 12 6 12 6 6 Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf)1 19.2 4 8 12 5 10 14 7 14 21 9 18 27 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 2 6 12 6 6 6 6 6 6 6 6 The text of Section 6.2.2 of ASTM El 996 shall be substituted as follows: (in.) 24 5 !0 15 6 12 18 9 17 26 12 23 34 12 3 4 6 3 5 7 4 7 10 5 9 13 BOARD SHEATHING or LAP SIDING 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 16 3 5 8 3 6 9 5 9 13 6 12 17 Sheathing Size Rafter/Truss Spacing 6.2.2 Unless otherwise specified,:select the wind zone based on the 1Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4:i2 Minimum Number of 8d Common Nails or 10d Box Nails 19.2 3 6 9 4 7 11 6 11 16 7 14 21 (inches,o.c.) ultimate design wind speed, Vulr gas follows: 2 2 2 2 2 2 2 2 2 2 2 2 Per Support 24 4 8 11 5 9 13 7 13 19 9 17 26 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 !2 3 3 5 3 4 6 3 6 8 4 7 11 1x6 orlxBSheathing 12-24 2 2 2 2 2 2 2 2 2 2 2 2 2 6.2.2.1 Wind Zone 1-130 mph:5 ultimate design wind speed, Vult< 140 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 _.__ ......_ ._._ v.,... _... ....._ -,_�._. _ .. 16 3 4 6 3 5 7 4 7 li 5 9 14 ix10 or larger Sheathing 12 24 3 3 3 3 3 3 3 3 3 3 3 3 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 5:12 19.2 3 5 7 3 6 9 5 9 13 6 11 17 mph. 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 6 9 4 7 11 6 11 16 7 14 21 E - Nail spacing at panel edges(in.) 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 3 3 4 3 3 4 3 4 6 3 5 8 F - Nail spacing at intermediate supports in the panel field(in.) 6.2.2.2 Wind Zone 2-140 mph 5 ultimate design wind speed, Vult<150 16 3 3 5 3 4 5 3 5 8 4 7 10 mph at greater than 1 mile(1.6 km)from the coastline.The coastline 30 2 2 2 2 2 2 2 2 2 2 2 2 2 3 P r 12 2 2 "-2' 2 2- 7mm2" Z 2 2- 2 2rx* 3r 3 F 7:12 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. shall be measured from the mean high-water mark. 19.2 3 4 5 3 4 6 3 6 9 4 8 12 16 14. 2 2 2 2 2 2 2 = 2 2 2 2 3 3 3 `, 24 3 5 7 3 5 8 4 8 11 5 10 15 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<G<0.49. 16 2 2 2 2 2 2 2 2- 2 2 3 3 3 4 12 3 3 3 3 3 3 3 3 S 3 4 6 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 6.2.2.3 Wind Zone 3-150 mph(58 m/s)15 ultimate design wind speed, is 2 2 2 2 2 2 2 2 2 3 3 3 4 4 16 3 3 4 3 3 4 3 4 6 3 5 8 O AR Vults 170 mph(76 m/s),or 140 mph(54 m/s):5 ultimate design wind 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 9.12 19.2 3 3 4 3 4 5 3 5 7 3 6 9 �� O C Ch'/J. speed, Vults 170 mph(76 m/s)and within 1 mile(1.6 km)of the coastline. 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 4 5 3 4 6 3 6 9 4 8 12 A B � Q��O Lqy �� The coastline shall be measured from the mean high-water mark. 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 12 3 3 3 3 3 3 3 3 4 3 3 S .. - - - 4.�.�. '" Y 6.2.2.4 Wind Zone 4-ultimate design wind speed, V > 170 mph(76 LU 12 p T.2 µ 2 r„ 2 2 2 2 2 2 2 3 3 4 -4 5 16 3 3 3 3 3 3 3 3 5 3 4 6 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 12:12 Y g P ult P 19.2 3 3 3 3 3 4 3 4 6 3 S 7 .* m/s). 16 2 '2 2 2 2 2 2 3 3 3 4 4 5 6 24 3 3 4 3 3 5 3 5 7 3 6 9 _. . 03541 w`�0 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 i Heel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 resist the applied loads. 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint 1 Prescriptive limits are based on assumptions in Table 3.5. connection requirements shall be permitted to be reduced proportionally to the reduction in span. 4"o.c.Nail Spacing Panel Nailing 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. per Table 2 6"o.c.Nail Spacing Panel Nailing perTable 2 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. (pops -L 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the aittic space. `-Plate4ostud When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint 1� �_ _ Conneocion I' S�. (Table 6) Lesser of L/2 connection requirements shall be Increased by the following factors: or 2' Required CeilingHeight/ht To Blocking g / p Heel Joint Connection Lookout Block Uplift REV. DATE REVISIONS Connection Plate-to-Roof Ridge Adjustment Factors (optional) per Table 9 MInlGutlmooker Height(Hc/HR) NOTE: "a Gable Endwell Section A-A i/2 2.00U Section B-B THIS BUILDING SHALL COMPLY WITH AND REFERENCE THE 2018 INTERNATIONAL "� op T T 1/3 1.50 Figure 15. Rake Overhang Framed Without Structural Figure 17. Rake Overhang Framed With Structural RESIDENTIAL CODE. REFER WHERE APPLICABLE TO THE 2018 SUPPLEMENT TO THE 1/3 1.50 FigureOuttoo 15. Figure 17. NYS ENERGY CONSERVATION CONSTRUCTION CODE TO THE 2018 IECC. ers 1/4 1.33 Panel Nailing per Table 2(page 7) GLAZED OPENINGS TO BE PROTECTED AGAINST WIND BORNE DEBRIS AS SPECIFIED 1/6 1.11 4��o.c.Natlspactng PROPOSED PLANS IN R 301.2.1.2 OF THE 2018 IBC RESIDENTIAL CODE. PANELS TO BE 1//4 1.11 Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of 1700 G RAT H W O H L ROAD CONSTRUCTED IN ACCORDANCE WITH CODE AND STORED ON SITE. REFER TO the top plate-to-roof ridgeheight,HR,orwhenHcisgreaterthan2feetandmayrequireadditionalconsideration. I' <�- Lookout Table 9. Uplift Forces for Two foot Rake PROJECT DRAWINGS FOR OPENING SIZES. Copyright©American Wood Council.Downloaded/printed pursuant to License Agreement.No reproduction or transfer authorized. (optional) Overhang Framed With Structural Outlookers AMERICAN WOOD COUNCIL NEW SUFFOLK NEW YORK Truss-to-stud Outlooker Connections Rake Outlooker Spacing Truss ; Uplift(ib.) ' DESIGN CRITERIA(CONTINUED) 12"o.c. 262 Section A-A _ 16"o.c. 349 ® ® 'e DRAWN BY: IEG SHEET NO.: Figure 16. Rake Overhang Framed With Rake Truss _24"o.c. 524� . CHECKED BY: ZTC SCALE: AS NOTED A- 11 r *'" ISSUED DATE: 07-31-21