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47484-Z
��o�OS�FF01KcoG Town of Southold 7/1/2023 P.O.Box 1179 o ` -;e 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44247 Date: 7/1/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 155 Pinewood Rd.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/24/2022 pursuant to which Building Permit No. 47484 dated 2/23/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: reconstruction of a single-family dwelling with 4 bedrooms only,unfinished basement,covered front porch,rear screened porch, second floor deck and attached garage as applied for per ZBA#7570, dated 12/16/2021. The certificate is issued to Palermo,Kimberly of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1704 1/20/2022 ELECTRICAL CERTIFICATE NO. 47484 12/29/2022 PLUMBERS CERTIFICATION DATED 1/12/2023 Joe Sam#n t ori ed Signature �SUEFniK� TOWN OF SOUTHOLD 531 aye, BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �� SOUTHOLD, NY �•�oi ,� �ao�is 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#: 47484 Date: 2/23/2022 Permission is hereby granted to: Palermo, Kimberly 3430 Galt Ocean Dr#1509 Fort Lauderdale, FL 33308 To: demolish (as per Town Code definition) an existing dwelling and reconstruct a single-family dwelling as applied for SCHD & ZBA approvals. At premises located at: 155 Pinewood Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-3-2 Pursuant to application dated 1/24/2022 and approved by the Building Inspector. To expire on 8/25/2023. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,009.60 CERTIFICATE OF OCCUPANCY $50.00 Total: $2,059.60 Building Inspector pF SO!/T�,QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD_town.southold.ny.us Southold,NY 11971-0959 Q�y�OUNT`I,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kimberly Palermo Address: 155 Pinewood Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47484 Section: 110 Block: 3 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Bright Bay Electric License No: 40316ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 86 Ceiling Fixtures 19 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 14 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures $2 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 5 Transfer Switch 200A UC Lights Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect Switches 61 4'LED 2 Exit Fixtures 11 Sump Pump Other Equipment: Wine Fridge, Cooling Drawer, Ice Maker, Steam Shower 2, Fridge, Oven, DW, Micro, Hood, W/D, LED Mirror 4, 200A Panel 40 Circuit/40 Used Notes: New Two Story Inspector Signature: Date: December 29, 2022 S. Devlin-Cert Electrical Compliance Form SO(/Th%l�� Town Hall Annex �p Telephone(631)765-1802 54375 Main Road & Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT ,i N 2 4 7i1?3 TOWN OF SOUTHOLD BUILDINGDER CERTIFICATION Dater a a 3 Building Permit No. Owner: &bo 'Mer me) (Please print) Plumber: SUP. PS�a`l (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P mb r _ ign re) Swornto before me this Qv" day ofMLj , 20x3 JIA IV� Notary Public, \l, County MOLLI•E.G SCHNEPF NOTARY PUBLIC-STATE OF NEW YORK No.01SC6442191 Qualified in Suffolk County My Commission Expires 10-11-2020 �aOF SOUIyO L'1` # # TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (1) /L/a6 10 96 ns QT EZ!,c-ta � y IDE s.�Go✓ �Qc�-�Ss;..cv✓!�s - . - �a'�ra 0,t r DATE `�—�'LZ INSPECTOR OF SO(/l�°� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Frcr:w6 s V 7-a hC- 6 Y otic-Gbc-ts -0 AmE,h &66,s DATE Y4-7-Z. INSPECTOR OF SOUTyo� 1 `I�/ �S✓ ' l % �L%�G vL4 } # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 012 l - 1f le, OtT Ir-l/er a AT hto & DATE INSPECTOR 1 - mm soulyO<o OWN OF SOUTHOLD BUILDING DEPT. j T `ycourme�' 631-765-1802 INSPEC T N [ ] FOUNDATION IST [ ROUGH PLBG- [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] -FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: DATE Y� INSPECTOR SOGTyolo # * TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPE %T N [ ] FOUNDATION 1ST [ UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL / R A KS: V49 pi DATE t INSPECTOR V`tqJu �OESOUT�, l` * # TOWN OF SOUTHOLD BUILDING DEPT. NO, 631-765-1802 INSPEC ION FOUNDATION 1 ST ROUGH PLBG. F It [ ] 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 [ ] RENT REMARKS: be ewcz f � V � 111 ri A 91 M 624� 0 DATE Y INSPECTOR OF SOblyO6 f # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ow 4 0 DATE INSPECTOR l� OF SO(/TyO� # f TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION( [ ] PRE C/O [ RENTAL REMARKS: l 1'l vm9 �z Q � D i N ✓'Q �l CCK- (� tr c� Sllpi,n OrA4 l h �� 'G✓� DATE INSPECTOR hO�aOF SOUlyolo -7 � �i/� 'S S �'��-��✓�� �� - * # TON OF SOUTHOLD BUILDING DEPT. `y�aurmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O C� [ ] RENTAL REMARKS: DATE INSPECTOR Lq Bunch, Connie From: alison brig htbayelectric.com <alison@brig htbayelectric.com> Sent: Thursday, December 29, 2022 9:43 AM To: Bunch, Connie Cc: erin@brightbayelectric.com;jodi brig htbayelectric.com; Kim Palermo Subject: 155 Pinewood Road, Cuttchogue Attachments: Palermo Inspection Pics.pdf Good morning Connie & Happy Holidays, Inspector Devlin was at 155 Pinewood Road yesterday and requested a heat sensor be installed in the garage and the trim around the panel be cut back. Attached please find photos showing the work done. Please issue the UL Certificate and confirm when done. Any questions,just let me know. Thank you & Happy New Year! Alison Coll Bright Bay Electric, Inc. 1257 Udall Road Bayshore NY 11706 (631) 932-0106 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 5 1 aoF soulyo} TOWN OF SOUTHOLD BUILDING DEPT. couto, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. a [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING dFINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 2DY INSPECTOR pF SOUTyOIo - �, � TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [FINAL v ANG [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l DATE INSPECTOR I ing Envelope and Duct Tightness Report LSCC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 JUN 3 0 20232200tW( �j Address.ofTest 155 Pinewood Rd,Cutchogue,NY 11935 Test Date 5/5/2023 TMTk'hPMt#- 47484 tiff Compliance Pathway Performance t Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume F/ Conditioned Basement Basement 1443 12695 El Conditioned crawl space 1St 1832 14658 D Sealed Attic 2nd 1318 13640 *The conditioned floor area of dwelling is 'calculated in 3rd ac cwith ANSI 2765,except that conditioned floor e Attic 416 eainc dies areas where the ceiling height is less than 5 Total Volume , 41469 CFM @50 pa 1949.61 Air changes/hr@50k2_82 Code Compliance: Pass /eAvs, Duct Tightness: Post Construction TNvlottl PficqLeakage System-1: 1st Floor Duct Location Basement "�i ------------------- Floor Area 1832 Leakage CFM @ 25pa CFM/100 ft 2 CFA N/A Code Compliance: Exempt System-2: 2nd Floor Duct Location Attic -- --------------- Floor Area 1318 Leakage CFM @ 25pa 151 CFM/100 ft2 CFA 3.87 Code Compliance: Pass System-3: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as ended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 5/5/2023 Christopher Silvia,Home Energy Solutions 12/28/22,3:41 PM Mail-alison brightbayelectric.com-Outlook FOWL LL-1;'c-�/' https:/loutlook.office.com/mail/inbox/id/AAQkADU5ZGYlZmQOLWFhMGItNGMxZi05MjhkLWY5ZGRjNW12NDBkYgAQALVvAFLgcKBljlax2MvWoao%3D 3/7 12/28/22,3:41 PM Mail-alison brightbayelectrio.com-Outlook i Z -- _ A" ` 71•� a ,� Ir�_��'�!'>��,a•.'�i��`'e�:' •, https:/loutlook.office.com/mail/inbox/id/AAQkADU5ZGY1ZmQOLWFhMGItNGMxZi05MjhkLWYSZGRjNW12N DBkYgAQAGSOVh2UdIFOtet50OVjD7c%... 3/8 12/28/22,3:41 PM 1,17 Mail-alison brightbayelectric.com-Outlook ��tw �n r� i" r ! Its Alw• 00 9 dam" dip bpwnr pme e,ww- 1 �1�wMo v Nr�i�Aipl ,� 1w t1w. Fonctw 1 pow.ceom, c*nvnut,1vv,, lerouw dr earn bobwwe de so 2 nrw le b+ww , "Ur,txrom ah Poua"z►e sect". 3. Une tom vmw to tidy Pcftgrwg f Wa DI3AA -ON ECgT AN A [%N KING SAN RCES O CtR, ®AV CINC ?4 iuj Y 9 b,A pMQ�NCN cIqC$g�M� Ei-�R+s R ,TIO U�yA�mEDE3 SUN51(jN -w�` 'NAC NYREPk R7-1 3TN114- To Vf7OC`"�O _ k 3EHhC S 4� �O https://outlook.office-com/mail/inbox/id/AAQkADU5ZGYl ZMQOLWF hMGItNGMxZi05MjhkLWY5ZGRiN W 12NI)BkYgAQAGSOVh2Ud I FOtet50OVjD7c%... 5/8 12/28/22,3:41 PM _ Mail-alison brightbayelectric.com-Outlook L/ 7"1" r�C\MM pl�Or b Uf1UTY SEffvxt WCONNECT ?^ OFFI ,Ifta—Fai—P—t = Id - e https://outlook.office.com/mail/inbox/id/AAQkADU5ZGY 1 ZmQOLWFhMGItNGMxZiO5MjhkLWY5ZGRiN W 12NI)BkYgAQAGSOVh2UdI FOtet5OOVjD7c%... 6/8 *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating & cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 t IV+ Load Short Form Job: 155 Pinewood Road ' HOh2.1E ENERGY Date: 4125122 SOLUTION: Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 155 Pinewood Road,Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1824 26162 12405 600 600 AH2 2nd Floor 1409 19239 11403 600 600 Entire House 3233 45401 23808 1200 1200 Other equip loads 5442 765 Equip.@ 0.89 RSM 21870 Latent cooling 3388 TOTALS I 3233 I 50843 I 25258 I 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr ightsOfte 2022-Apr-26 15:09:07 ,fit .«_ •_ «..�. ,a,, Right-Suite®Universal 2021 21.0.06 RSU20822 Page 1 ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 155 Pinewood Road H Q Af E E N E RG Y /� Date: 4/25/22 ' .SO LUT10 N3 AM 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 155 Pinewood Road, Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db(°F) 8� 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64, 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO 110 Cond RA1318AJ1NA AHRI ref Hot Water Coil ATQ2-1215 i Coil RH1T2417STANJAUSA AHRI ref 7507604 Efficiency 95 AFUE Efficiency 12.0 EER, 13 SEER Heating input 110000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise '58 'F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) Bath 1 112 2883 854 66 41 Bath 2 40 0 0 0 0 Bed1 WIC 84 0 0 0 0 Bedroom 1 245 2547 1835 58 89 Dining Room 264 3478 1646 80 80 Foyer 233 2641 509 61 25 Kitchen 496 4716 4076 108 197 Living Room 220 3159 2047 72 99 Mud Room 130 6737 1438 155 70 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft® 2022-Apr-26 15:09:07 �'` .. .•,,«,•..o,..,.' Rig ht-Su ite®Universal202121.0.06RSU20822 Page ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW AH1_1st Floor 1824 26162 12405 600 600 Other equip loads 2339 329 Equip.@ 0.89 RSM 11333 Latent cooling 2239 TOTALS I 1824 I 28501 I 13572 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +Wtrightsofr" 2022-Apr-26 15:09:07 �„ .•, ....,..,=..q.., RightSuite®Universal 2021 21.0.06 RSU20822 Page 3 ...Wrightsoft HVAC1155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 155 Pinewood Road H Q Al E E w E R G Y Date: 4/25122 ' SOCUT)d N3 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 155 Pinewood Road, Cutchogue, NY 11935 Design Information Htgl Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72, 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model EVG 110 Cond RA1318AJl NA AHRI ref Hot Water Coil ATQ2-1215 Coil RH1T2417STANJAUSA AHRI ref 7507604 Efficiency 95 AF,UE Efficiency 12.0 EER, 13 SEER Heating input 110000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise 58 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 208 2569 1625 80 85 Bath 3 49 580 146 18 8 Bedroom 3 162 2492 1096 78 58 Bedroom 4 224 2977 2013 93 106 Foyer OTB 102 280 201 9 11 Master Bath 103 1100 727 34 38 Master Bedroom 295 5262 3096 164 163 Master WIC 80 685 211 21 11 Office 185 3294 2288 103 120 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 40- wrightsoft° 2022-Apr-26 15:09:07 � ,._.•„-»...�. Right Suite®Universal 2021 21.0.06 RSU20822 Page 4 '01M ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW ` AH2_2nd Floor 1409 19239 11403 600 600 Other equip loads 3103 436 Equip.@ 0.89 RSM 10537 Latent cooling 2712 TOTALS I 1409 I 22342 I 13249 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriglhtsoft 2022-Apr-26 15:09:07 .. ....... .., RightSuite®Universal 2021 21.0.06 RSU20822 Page 5 ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW N r-k— Basement 4x4 Crawl Space i I i 6x4 8x4 8x4 /6x 12 F6x4Cellar 4x126x12 i 12 x 12 4x 12 6x=j== 4 4x4 4x12:1 Job#: 155 Pinewood Road Home Energy Solutions Inc. Scale: 1 : 118 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite@ Universal 2021 155 Pinewood Road Huntington,NY 11743 21.0.06 RSU20822 Cutchogue,NY 11935 Phone:631-673-0664 2022-Apr-26 15:09:32 gdlamay3@gmail.com ...\155 Pinewood Road_Cutchogue.ru N /I 1st Floor 66 cfm Bed1 WIC Bath 1 44 cfm X99 cfm Bedroom 1 Bath 2 Kitchen ® 155 cfm 44 cfm Mud Room 99 cfm 600 cfm Dining Room Livinq Room Garage Foyer 80 cfm �� 61 cfm 99 cfm Job#: 155 Pinewood Road Home Energy Solutions Inc. Scale: 1 : 118 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right Suite®Universal 2021 155 Pinewood Road Huntington,NY 11743 21.0.06 RSU20822 Cutchogue,NY 11935 Phone:631-673-0664 2022-Apr-26 15:09:32 gdlamay3@gmail.com ...\155 Pinewood Road Cutchogue.ru N '1 r-k- 2nd floor Master Bath Master WIC 82 cfm Master Bedroom 78 cfm 5" 6" 4x12 Bedroom 3 4• 4.. 6., 6x12 F38 cfm 21 f, 82 cfm 6x12 600 cfm 10 x 12 12 x 12 18 cfm 4- 11 cfm i Bedroom 4 Foyer OTB Office Bath 3 ! 2nd FI Hall 4" 4x 12 6" 6" 7" 106 cfm 120.I'm 85 cfm Job#: 155 Pinewood Road Home Energy Solutions Inc. Scale: 1 : 118 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-SuiteO Universal 2021 155 Pinewood Road Huntington,NY 11743 21.0.06 RSU20822 Cutchogue,NY 11935 Phone:631-673-0664 2022-Apr-26 15:09:32 gdlamay3@gmail.com ...\155 Pinewood Road Cutchogue.ru Manual S Compliance Report Job: 155 Pinewood Road Date: 4125122 Elft OLUTIa�NRCY S AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 155 Pinewood Road, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 12734 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.2°F Latent gain: 2239 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 14973 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1318AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 15061 Btuh 1181/o of load Latent capacity: 2403 Btuh 107%of load Total capacity: 17464 Btuh 1170/oof load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 28501 Btuh Entering coil DB: 66.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO 110 Actual airflow: 600 cfm Output capacity: 38403 Btuh 135%of load Meets all requirements of ACCA Manual S. +�- wrightsoft" 2022-Apr-2615:09:07 RightSuite®Universal 2021 21.0.06 RSU20822 Page 1 9CKw� ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 155 Pinewood Road H )Al E E v E RC.Y Date: 4/25/22 S O G Gf T 1 0 N.i AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com • ect Information- For: 155 Pinewood Road, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 11840 Btuh Entering coil DB: 77.0'F Outdoor design WB: 71.2°F Latent gain: 2712 Btuh Entering coil WB: 63.TF Indoor design DB: 75.0°F Total gain: 14552 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1318AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 16033 Btuh 135%of load Latent capacity: 2165 Btuh 80%of load Total capacity: 18198 Btuh 125%of load SHR: 88% i Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 22342 Btuh Entering coil DB: 65.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: EVG 110 Actual airflow: 600 cfm Output capacity: 38403 Btuh 172%of load Meets all requirements of ACCA Manual S. -�- wrifghtsoft- 2022-Apr-26 15:09:07 rteRightSuite@Universal 202121.0.06RSU20822 Page AC% ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW Duct System Summa Job: 155 Pinewood Road y � Date: 4/25/22 Ffin111E EI N-5 AM 1st Floor v: v saruT�ur;s B Katel nMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 155 Pinewood Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.320/0.130 in H2O 0.320/0.130 in H2O Lowest friction rate 0.157 in/100ft 0.157 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 287 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath h 2883 66 41 0.181 4.4 44 ShMt 72.0 105.0 st6A Bedroom 1 c 917 29 44 0.160 3.9 44 ShMt 54.7 145.0 st6A Bedroom 1-A c 917 29 44 0.272 3.5 4x4 ShMt 62.7 55.0 st6A Dining Room h 3478 80 80 0.461 3.9 44 ShMt 14.3 55.0 st3 Foyer h 2641 61 25 0.169 4.3 44 ShMt 44.3 145.0 st3 Kitchen c 2038 54 99 0.193 5.1 4x6 ShMt 31.0 135.0 st6 Kitchen-A c 2038 54 99 0.191 5.1 4x 6 ShMt 42.7 125.0 st6 Living Room c 2047 72 99 0.157 5.3 4x 6 ShMt 58.7 145.0 st3A Mud Room h 6737 155 70 0.272 5.6 4x 8 ShMt 12.7 105.0 st7 Supply Trunk Detail • - Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6A Peak AVF 125 130 0.160 390 5.8 12 x 4 ShtMetl st6 st6 Peak AVF 233 327 0.160 654 8.2 12 x 6 ShtMetl St2 st2 Peak AVF 387 397 0.160 794 8.9 12 x 6 ShtMetl st7 Peak AVF 155 70 0.272 695 5.6 4 x 8 ShtMetl st2 st3 Peak AVF 213 203 0.157 638 7.1 12 x 4 ShtMetl st3A Peak AVF 72 99 0.157 297 5.3 12 x 4 ShtMetl st3 t -�- wrightsoft" 2022-Apr-2615:09:07 „��, .uw•r..en�,r ..r�� r Right-SuiteO Universal 2021 21.0.06 RSU20822 Page 1 ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 600 600 83.0 0.157 600 10.4 12x 12 ShMt I ..� -Fk-wri<ghtsaW 2022-Apr-2615:09:07 w�ti .� •.ti w.._�c g , RightSuite®Universal 2021 21.0.06 RSU20822 Paget F+`+� ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW Duct System Summary Job: 155 Pinewood Road H e NS E ENERGY Date: 4/25/22 SO LUT 10 N.5 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 155 Pinewood Road,Cutchogue, NY 11935 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.47 in H2O 0.47 in H2O Supply/return available pressure 0.401 /0.069 in H2O 0.401 /0.069 in H2O Lowest friction rate 0.111 in/100ft 0.111 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 423 ft Supply Branch DetailTable Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk 2nd FI Hall c 1625 80 85 0.141 6.0 Ox 0 MtFx 39.3 245.0 st4 Bath 3 h 580 18 8 0.182 4.0 Ox 0 MtFx 14.7 205.0 st4 Bedroom 3 h 2492 78 58 0.148 5.0 Ox 0 MtFx 21.0 250.0 st5 Bedroom 4 c 2013 93 106 0.163 6.0 Ox 0 MtFx 21.0 225.0 st4 Foyer OTB c 201 9 11 0.141 4.0 Ox 0 MtFx 38.3 245.0 st4 Master Bath O 727 34 38 0.123 4.0 Ox 0 MtFx 21.7 305.0 sty Master Bedroom h 2631 82 81 0.123 6.0 Ox 0 MtFx 41.0 285.0 st5 Master Bedroom-A h 2631 82 81 0.111 6.0 Ox 0 MtFx 50.7 310.0 st5A Master WIC h 685 21 11 0.123 4.0 Ox 0 MtFx 30.7 295.0 st5 Office c 2288 103 120 0.123 7.0 Ox 0 MtFx 49.7 275.0 st4A -SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4A Peak AVF 103 120 0.123 361 6.0 12 x 4 ShtMetl st4 st4 Peak AVF 303 330 0.123 660 8.7 12 x 6 ShtMetl st1 st5 Peak AVF 297 270 0.111 595 8.6 12 x 6 ShtMetl st1 st5A Peak AVF 82 81 0.111 246 5.3 12 x 4 ShtMetl st5 st1 Peak AVF 600 600 0.111 720 11.1 12 x 10 ShtMetl - 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F-. Right-Suite@ Universal 2021 21.0.06 RSU20822 Page 3 ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJ8 Front Door faces:SW Return Branch Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 0x0 600 600 62.3 0.111 600 11.1 12x 12 ShMt - -wrl tsoft'® 2022-Apr-26 15:09:07 m'� .�..•r .,.. Right-Suite®Universal 2021 21.0.06 RSU20822 Pa e 4 9 A0, ...Wrightsoft HVAC\155 Pinewood Road_Cutchogue.rup Calc=MJS Front Door faces:SW • • ' / tj■ At ROUGH FRAMING& MUMBIN G. Ali ° r'"�'�' wpm t pm � IA STAYE ENERGY • WINE W- A 11 METE � 1 • r►�� � . Mi 0 mil W,Ali WAI hl • _R e /�5�f ar: . Cp"� � TOWN OF SOUTHOLD—BUILDING DEPARTMENT ck x Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765.-9502 https://www.southoldtg3m.gov •�pl. '�4r;�' . Date,Recelved APPLICATION FOR BUILDING V For Office Use Only �:� -,,�J\V/ + f PERMIT NOr Building Inspector: ✓ ,. .: J U L - 7 2021;}i::s2,-, ,'ili,�r`,,1:.. �.r�:ry..:•�,x;.rv: _h , .r�`�`�'lic. ir�ns�y =far.`:�`��` stsbefll�,�'•„o ,3rt'�t `:�tr'`'`tr ,}.;,"`ti �,�.,,:,,�...._ �'rvPi?� .�.. r.�?..,,,�T.,ur:.,:_.: ;�., .,h`�....;�L�„ '�C„r►'�!?£�tey;'r�'--b;} ":•,s:'. .. >,.,.x'y;,,,l,;n r.;'.y�?;^::rjx,.ry:.::.<-?,GGn..„`...;wh¢'.,, ,4r:••. :;.j. j,., +ya�i*,.{.: ;-lE,:. - - ?a:�(�I��C��C:. .�:�11{�t'::�' .4:�_ �' '$d;�`�1�1f�1;`1E*( �1yII��G�`d�1�'E�.�S'�i{!�'l�t��Od'�Y �('�f'•i1'i`'.-`,:�.` �'�- - ?��- a-C. ':c: tta"ec?, ,e •=4.. _....•t`;�.� Cy •tet: - ,',:-.s':Trr3.;r<ilv.,.t -.:,F'.._: � T� '' T,1r- ;m ,•L�S'�l(t�dCl!��t1d}�� s,�t � �'�.�' halkl�?�O� .� ''V'�-}'�''�`Jat.'•..1:�+.us..ir :f+;,'y - ...t.._ Y Date: �:,yi .r - :'� 4:.f�. Name: II nn,,,, ��ee I�(� 1000- Project #1000 Project Address: Phone#: a.,:. _., Ema I. 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Mailing Address< Phone#: Email: w' p� �x --F'.. r :,Q n .l.l `•t�'% .'IW.: ^''y;i'?,e.''+::fifes!. - _ - Name: Mailing Address: Phone#: Email: _. �,. _ .q,._...... _ �., x4ii _,... .:,.,:�t-„': ('a'.�.,.,u.(,y •,,N u:t,:•,�•r.n:,. y!'ie,,.J F,.:,..rt.-i: �s _ .;>.'�'.'.• - _::I.t• .��J ,':h*y.,i ';i.P���::, k.T,. 4`r 'J';.',tt':x�.i _ 7` i�` 'ri'•.m u�SS'.fi `4:�!� �:�i:i'” _"L":c;4. 9%�;`�:a;.,:r ri,. - +1 3>'yi,, .+:_?..r e.13' - .•..,...-e�.;:-.....-re-.,. .. ,r ,r �:. .. � <> Yi....,,:::�,..,. .:r'+>„r•��:y::} i,L.. �'Sa mi?X =•\,,; - G i'.'., ,. ...i t_.1 If.......�5..,nr^Y'}.r'•,-rW v_.0 y <.:.,,)..A:.w: .,.,M1' .1,...;;.�..:. ,..:t.-.. u,�: z - .7. t .,4 •x:. -,i. :��r ;,'�T�?'' ,;`;Y9 � .,.r,' SS,r• �� '✓i,F.'r-S.y'F: ❑New Structure ®Addition �Aiteration ❑Repair ❑Demolition Estim ted Cost of Pro'ect: ❑Other Will the lot be re-graded? ❑Yes ifto Will excess fill be removed from premises? ❑Yes RNo 1 ^~ � \ \ ` ` � � ` � ~s � _- .�- - ' _--_-_-- - - _ -------------_-_'-_____--- - � FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 23,2021 TO: John Sbaglia(Palermo) PO Box 434 Mill Neck,NY 11765 Please take notice that your application dated July 7,2021: For permit to: demolish(as per Town Code definition)and reconstruct an existing single-family dwelling at: Location of property: 155 Pinewood Road,Cutcho u County Tax Map No. 1000—Section 110 Block 3 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction,on this non-conforming 14,500 square foot lot in the Residential 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 combined side yard setback of 25 feet and maximum lot coverage of 20%. The construction has a combined side yard setback of 24.2 feet and lot coverage of 22.6%. In addition,the reconstruction of the single-family dwellingipermitted pursuant to Article III, Section 280-15,which states accessory buildings and structures shall be located in the required rear vard. The new dwelling results in the existing accessory hot tub being located in the side yard. Authorize S 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. BOARD MEMBERS Southold Town HaII Leslie Kanes Weisman,Chairperson ��0�$DUjyO 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas PIanamento OI,Yeou Southold,NY 11971 http://southoldtowmy.gov RECEIVED ZONING BOARD OF APPEALS d- g'qS Avv! TOWN OF SOUTHOLD C 2 2 2021 Tel.(631)765-1809-Fax(631)765-9064 u, L So hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 16,2021 ZBA FILE: #7570 NAME OF APPLICANT: Kimberly Palermo PROPERTY LOCATION: 155 Pinewood Road, Cutchogue,NY. SCTM#1000-110-3-2 . 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 further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to,the Suffolk County Department of PIanm.ng under tk'Suffolk County Administrative C�de'Sections-A 14=14 to 23. LWRP DETERMINATION: The,relief, permit, or interpretation requested in this application is listed under the'Minor Actions exempt list and is not subject to-review under Chapter 268. PROPERTY PACTS/DESCRIP'I ION: The subject property is a nonconforming 14,509 square foot parcel located in the Residential R-40 Zoning District. The.northerly property line measures 1-3. . feet, the easterly property line measures'rob.00'feet;the-southerly property line measures"152.00 and the westerly property line measures 100.98 feet and is adjacent to Pinewood Road., The parcel is improved with a one- story frame residence with an aitached two-car garage. There is a hot tub off the back of the residence that sits on a paver patio; and steps from that patio that lead to'a 16ft. x hot. in-ground swimming pool. The rear yard is fenced as shown on the survey map prepared by Joseph M.Petito,L.S,and dated May 2.3,2021. BASIS OF APPLICATION: Request for Variances from Article III Sections 280-15; Article XXIII, Section 280=124;and'tlie Building Inspector's July 23,2021 Notice of Disapproyal based on an application for a permit to.demolish(as per Town code definition)and reconstruct an existing single family dwelling; at 1) Iodated less than the code'minimum required combined side yard setback of 25 feet; 2)more than the code permitted maximum lot coverage of 2,0%; 3) existing hot tub located in other than the code required rear yard;located at 155 Pinewood Road, Cutchbgue,NY. SCTM#1000-110-3-2.. RELIEF REQUESTED_: The applicant requests variances to demolish (as per Town Code definition) and reconstruct an existing single-family dwelling. The construction has a combined side yard setback of 24.2 Page 2,December 16,2021 #7570,Palermo SCTM No. 1000-110-3-2 feet(11.4 feet northerly and 12.8 feet southerly)where a minimum of 25 feet is required, and lot coverage of 22.6% where a maximum of 20% is permitted. In addition, pursuant to Chapter 280-15, accessory buildings and structures shall be located in the required rear yard. The construction of the dwelling results in the existing accessory hot tub to be located in the side yard. The Site Plan drawings prepared by John Sb glia,Architect,dated May 23,2021 shows a-pre-existing,combined side yard setback of 24:2-feet which remains unchanged. The pre-existing hot tub will remain in the same location as it has,for quite some time. The small addition on the first floor is 38 square feet and a new second floor addition will be built over the existing first floor ADDITIONAL INFORMATION: Upon request of the Board,the applicant's representative submitted-to this Board the Suffolk County Department of Health approval for a new septic system allowing a maximum of four bedrooms dated September 14,2021, An adjacent neighbor originally expressed concerns but was satisfied when told the proposed dwelling will remain on the same footprint, FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 2,2021 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,; Towri.Law &267`b(3)(bW). Grant of the_ variances will not produce an undesirable change'in the, character of Joh neighborhood or a detriment to nearby properties. This is a.cor4munity that Lias'gone through r an�'changes. Older hpmes,have been upgraded and added onto along with 4ew and larger homes 'being built: The_overall increase in size of the reconstructed dwelling is 3,8;sq,ft.and the existing'dombirisd side yard setback is being maintained. The changes to this residence will;enhance the neighborhpod., 2. Town Law„§,267-b(3)(b)(2). The benefit sought by the applicant pr cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. A second story addition will,be built over the existing first floor with a minimally non-conforming side yard setback which will be maintained but will still requires a variance.The property already has excessive lot coverage so any 4dditions will require variance relief.The hot tub is now in a conforming rear yard but the new addition on the rear of the dwelling will locate the hot tub in a non-conforming side yard thus necessitating the required variance 3. Town Law 4267-b(3)(b)(3). The variances,granted herein not mathematically substantial,representing 3% relief from the combined side yard setback Bode. However, the pre-existing lot coverage is currently at 21.8%, it will increase by lesg than I%representing 13 9/o relief. 4. Town Law 4267-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 X267-b(3)(b)(5). The difficulty has/has not 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. Page 3,December 16,2021 #7570,Palermo SUM No. 1000-110-3-2 6, Town Law &267-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,with a new second-story and a 16g,11existing hot tub while preserving and'protecting the character of'the neighborhood and the health, safety dff4'welfare of�ffie community. RESOLUTION OF THE BOARD; In considering all of the above factors and'applying,the-balancing test under New York T6wn Law 267-B, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried,to GRANT the variances as applied for, and shown,on a Site Plan last revised August 13, 2021, and Architectural Plans,dated April 8, 2021,prepared by John Sbaglia,,Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Existing Covered Porches shall remain unenclosed and uninhabitable, and the Existing Screen Porches shall remain uninhabitable. 2. The applicant must apply to the Building Department for a building permit for the "as built" improvement(s)within 30 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the.Board of Appeals setting forth the reasons)why the applicant was unable to obtain a building permit in the time allotted. S. .The applicant must obtain a Certificate of Occupancy from the Building Departrr}ent foi the "as built".improvement(s)and submit game to the Office of the Zoning-Boardlof Appeals Within,siX (6) months of this decision or submit a written request for an extension to the BQarii,of A15peals setting,forth-the reason(§)why the applicant was unable to obtain,a.Certificate of occ-zpa#cy in the- time allotted. 4. Tlie"as.built" tmprovement(s)may not be used until a Certificate of Occupancy,has been obtained This approval shall not be deemed effective until the required conditions have been.met.At tine 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-Bui1d1ri 1nspector.'s Certificate of-O.ccupancy,.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. i Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result,in delays and/or a possible denial by the Building Department ofd building permit, and may require a new application and public hearing before the Zoning Board.of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized. under this application when involving nonconformities under the zoning code. This action does not authorize or Page 4,December 16,2021 #7570,Palermo SCTM No. 1000-110-3-2 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. Pursuant to Chapter 280-146(B) of the Code of'the Town of Southold any variance granted by the Board*of Appeals shall become piill"and;void w,hei-e:k-Certifieate-of-Oecupaincy bias inovb'i en- 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. Vote of the Board: Ayes: Members Weisman(Chairperson) Dantes,Acampora,Planamento and Lehnert. This Resolution was.duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing/.� /c-,b /2021 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C= =` Town Hall Annex- 54375 Main Road - PO Box 1179 o 'ZL- Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerKaD-southoldtownny.gov — seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/24/22 Company Name: Bright Bay Electric, Inc. Electrician's Name: John Isolano License No.: 40316-ME Elec. email:alison@brightbayelectric.com Elec. Phone No: 631-398-3684 ❑I request an email copy of Certificate of Compliance Elec. Address.: 1257 Udall Road, Bayshore, NY 11706 JOB SITE INFORMATION (All Information Required) Name: Kim Palermo Address: 155 Pinewood Road, Cutchogue, NY 11935 Cross Street: ` Phone No.: 954-770-4860 BIdg.Permit#: 47484 email:kpalermo@gmail.com Tax Map District: 1000 Section: , Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Reconstruction Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-]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 F12 M H Frame Pole Work done on Service? Y N Additional Information: r PAYMENT DUE WITH APPLICATION ] ®StyFFp BUILDING DEPARTMENT- Electrical Inspector 4� oG TOWN OF SOUTHOLD �� tiny o.. Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959. Telephone (631) 765-1802 - FAX (631) 765-9502. rogerr a(�southoldtownny.gov — seand(CDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/24/22 Company Name: Bright Bay Electric, Inc. Electrician's Name: John Isolano License No.: 40316-ME Elec. email:alison@brightbayelectric.com. Elec. Phone No: 631-398-3684 ❑I request an email copy of Certificate of Compliahce Elec. Address.: 1257 Udall Road, Bayshore, NY 11706 JOB SITE INFORMATION (All Information Required) Name: Kim Palermo Address: 155 Pinewood Road, Cutchogue, NY 11935 Cross Street: Phone No.: 954-770-4860 Bldg.Permit#: 47484 email: kpalermo@gmail.com Tax Map District: 1000 Section: 11n Block: Lot: a* BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Reconstruction Square Footage: Circle All That Apply: Is job ready for inspection?-: Z. YES 0 NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV—] NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION lb �, PERMIT # A Switches l Outlets l --- GFI's C 6 'Surface �,1J Sconces � 0V H H's �2 Fans �I Fridge, HW Exhaust S Oven pti�S' W/D Smokes f I 1 DW Mini I ' Carbon Micro Generator - C 1 Combo ) Cooktop Transfer ACC( AH Hood Service Amps Have Used Special: � l L4 Comments C- le cj- rf V o4e Nunemaker, Amanda From: peconicbaylaw@gmail.com Sent: Tuesday, September 28, 2021 6:04 PM To: Nunemaker,Amanda Subject: RE: 155 Pinewood Road, Cutchogue Hey! The numbers are 1, 578 s. f w/o sheetrock and 1, 531 s . f. w/sheetrock. Thanks ! Best, Stephen F. Kiely Attorney at Law 12850 Main Road P.O. Box 567 Mattituck, NY 11952 (631) 298-7529 peconicbaylaw@gmail.com From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent: Friday, September 24, 202110:50 AM To: peconicbaylaw@gmail.com Subject: RE: 155 Pinewood Road, Cutchogue Hi Steve, Can you please find out how many square feet of the first floor will be affected by the renovation from the design professional?Try to have this number as accurate as possible to help me make a determination in this matter. Thank you! From:peconicbaylaw@gmail.com <peconicbaylaw@gmail.com> Sent:Wednesday,September 22, 20215:12 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Subject: 155 Pinewood Road, Cutchogue Hey! As per our conversation, attached for your review is the subject invoice and appraisal. Please review and let me know you thoughts . Thanks ! Best, Stephen F. Kiely Attorney at Law 12850 Main Road P.O. Box 567 Mattituck, NY 11952 (631) 298-7529 1 • Progress Payments and Payment Schedule d C'sl err Q¢ConJ��.,cl i�n Total: $150,000 ("Contract Sum")— 40 Deposit: $10,000 Stage 1: Start Job Demolition:Deliver dumpster=$20,000 Stage 2: Start framing and Lumber delivered=$20,000 S% Stage 3: Siding=$15,000 Stage 4: Windows Installed=$15,000 Stage 5:Rough plumbing,HVAC,Rough Electric cont=$15,000 Stage 6: Start oak flooring=$15,000 Stage 7: Sheetrock,Tape+Spackle=$15,000 Stage 8: Start Tile work, Start Molding,Trim&Doors=$10,000 Stage 9: Install interior accessories=$10,000 Job complete: $5,000 ** Please note that these payments do not correlate directly to the items mentioned,but are for the timing of payments only. Abatelli Real Estate Appraisals 25425 Main Road P.O.Box 472 631-513-0442 www.abatelliappraisals.com 09/20/2021 Kimberly K.Palermo 3430 Galt Ocean Drive,Ft.Lauderdale,Florida 33308 Re: Property: 155 Pinewood Rd Cutchogue,NY 11935 Intended User: Kimberly K.Palermo File No.: 2120127 Opinion of Value:$ 359,044 Effective Date: 02/02/2021 In accordance with your request,we have appraised the above referenced property. The report of that appraisal is attached. The purpose of the appraisal is to develop the cost estimate of the living space above grade.The estimate of this report does not include exterior amenities,basement area and site value. This report is based on a physical analysis of the improvements.The appraisal was developed and the report was prepared in accordance with the Uniform Standards of Professional Appraisal Practice. The opinion of value reported above is as of the stated effective date and is contingent upon the certification and limiting conditions attached. It has been a pleasure to assist you. Please do not hesitate to contact me or any of my staff if we can be of additional service to you. Sincerely, Richard W.Abatelli NYS Certified Residential Appraiser License or Certification#:45000022032 State:NY Expires:11/21/2022 richardabatelli@gmail.com APPRAISAL OF REAL PROPERTY i- Orr LOCATED AT 155 Pinewood Rd Cutchogue,NY 11935 1000-110-00-03-00-02-000 FOR Kimberly K.Palermo 3430 Galt Ocean Drive,Ft.Lauderdale,Florida 33308 OPINION OF VALUE $359,044 AS OF 02/02/2021 BY Richard W.Abatelli Abatelli Real Estate Appraisals 25425 Main Road Cutchogue,NY 11935 631-513-0442 dchardabatelli@gmail.com www.abatelliappraisals.com Form 6A2V-'TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE Client Kimberly K.Palermo File No. 2120127 Property Address 155 Pinewood Rd City Cutcho ue County Suffolk State NY Zi Code 11935 Appraiser Richard W.Abatelli TABLE OF CONTENTS Letterof Transmittal......................................................................................................................................................................................................... 1 CoverPage....................................................................................................................................................................................................................... 2 LocationMap................................................................................................................................................................................................................... 3 SubjectPhotos Interior..................................................................................................................................................................................................... 4 SubjectPhotos Interior..................................................................................................................................................................................................... 5 SubjectPhotos................................................................................................................................................................................................................. 6 BuildingArea Addendum.................................................................................................................................................................................................. 7 URAR............................................................................................................................................................................................................................... 8 SupplementalAddendum.................................................................................................................................................................................................. 14 FloodMap........................................................................................................................................................................................................................ 15 DataEntry Report............................................................................................................................................................................................................. 16 GeneralText Addendum.................................................................................................................................................................................................... 17 Form TOCNP-"TOTAL"aooraisal software by a la mode,inc.-1-800-ALAMODE 11 a ' a� +a 1�•ll�� T b s� a � •` UL Cow. to Its A 7 t r �' , to j. 'i A � 0 Not of Y - i 11���� •� ,k - ' - to, Subject Interior Photo Page Client Kimberly K.Palermo Property Address 155 Pinewood Rd city Cutchoaue County Suffolk_ State NY ZiCode 11935 Appraiser Richard W.Abatelli Subject Interior 155 Pinewood Rd Sales Price 881,000 Gross Living Area 1,578 Total Rooms 6 Total Bedrooms 3 Total Bathrooms 2.5 Location Residential-Good View ResidentiaUGood i Site 0.33 Acres Quality 03 ' Age 58-12Eff a * Subject Interior two{ S A it Subject Interior Form PIC3X5.SI-'TOTAL"appraisal software by a la mode.inc.-1-800-ALAMODE Subject Interior Photo Page Client Kimberly K.Palermo Property Address 155 Pinewood Rd City Cutchoaue County Suffolk State NY ZipCode 11935 Appraiser Richard W.Abatelli Subject Interior 155 Pinewood Rd Sales Price 881,000 Gross Living Area 1,578 Total Rooms 6 ' Total Bedrooms 3 Total Bathrooms 2.5 Location Residential-Good View Residential/Good Site 0.33 Acres Quality 03 Age 58-12Eff Subject Interior WA AL Subject Interior r Foran PIC3X5.Sl-'TOTAL"aooraisal software by a la mode,inc.-1-800-ALAMODE Subject Photo Page Client Kimberly K.Palermo Property Address 155 Pinewood Rd city Cutcho ue County Suffolk State NY Zip Code 11835 Appraiser Richard W.Abatelli Subject Interior TP-14 155 Pinewood Rd "Mb - ! Sales Price 881,000 i Gross Living Area 1,578 Total Rooms 6 _ Total Bedrooms 3 """•—a-- Total Bathrooms 2.5 ..r — Location Residential-Good View Residential/Good ~' Site 0.33 Acres Quality Q3 .qMr Age 58-12Eff Subject: Screened Porch 4r r r• Subject-IGPool ` y Form PIC3X5.SR-"TOTAL"aooraisal software by a la mode,inc.-1.800-ALAMODE BUILDING AREA ADDENDUM Borrower Kimberly K.Palermo File No. Private Appraisal Property Address 155 Pinewood Rd city Cutcho ue CountV Suffolk State NY Zi Code 11935 Lender Kimbefly K.Palermo Gross Living Area(GLA) 1,578S.F. Gross Building Area(GBA) 4,154S.F. Areas Square Footage Basement 1,284 s.f. 31% of GBA Level 1,578 s.f. 38% of GBA Level s.f. _% of GBA Level s.f. % of GBA Garage 484 s.f. 12% of GBA Other 808 s.f. 19% of GBA Area Dimensions Type of Area Level Measurements Factor Area Living Bsmnt Garage Other One Two Three 24.00 X 29.00 X 1.00 = 696 ❑ ® ❑ ❑ ❑ ❑ ❑ 24.00 X 22.00 X 1.00 = 528 ❑ ® ❑ ❑ ❑ ❑ ❑ 6.00 X 10.00 X 1.00 = 60 ❑ ® ❑ ❑ ❑ ❑ ❑ 22.00 X 22.00 X 1.00 = 484 ❑ ❑ ® ❑ ❑ ❑ ❑ 4.00 X 10.00 X 1.00 = 40 ❑ ❑ ❑ ® ❑ ❑ ❑ 16.00 X 18.00 x 1.00 = 288 ❑ ❑ ❑ ® ❑ ❑ ❑ 9.00 x 12.00 X 1.00 = 108 ❑ ❑ ❑ ® ❑ ❑ ❑ 5.00 X 24.00 X 1.00 = 120 ❑ ❑ ❑ ® ❑ ❑ ❑ 14.00 X 18.00 X 1.00 = 252 ❑ ❑ ❑ ® ❑ ❑ ❑ 10.00 x 6.00 x 1.00 = 60 ® ❑ ❑ ❑ ® ❑ ❑ 22.00 X 24.00 X 1.00 = 528 ® ❑ ❑ ❑ ® ❑ ❑ 29.00 X 24.00 X 1.00 = 696 ® ❑ ❑ ❑ ® ❑ ❑ 14.00 X 21.00 X 1.00 = 294 ® ❑ ❑ ❑ ® ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ X X = ❑ ❑ ❑ ❑ ❑ ❑ ❑ Form CLC2-"TOTAL"aoDraisal software by a la mode,inc.-1-800-ALAMODE Richard W.Abatelli Private Appraisal Uniform Residential Appraisal Report File#2120127 The purpose of this summary appraisal report is to provide the lender/client with an accurate, and adequately supported,opinion of the market value of the subject property. PropertyAddress 155 Pinewood Rd City Cutcho ue State NY Zip Code 11935 Borrower Kimberly K.Palermo Owner of Public Record Kimberly K.Palermo County Suffolk Legal Descri tion 1000-110-00-03-00-02-000 Assessor's Parcel# Same as Above Le al Description) Tax Year 2021 R.E.Taxes$ 9 198.00 Neighborhood Name Mattituck-Cutcho ue School District Map Reference 35004 Census Tract 1700.02 Occupant ❑Owner ❑Tenant ®Vacant Special Assessments$ ❑PUD HOA$ ❑per year ❑per month Property Rights Appraised ®Fee Simple ❑Leasehold ❑Other describe Assignment Type ❑Purchase Transaction ❑Refinance Transaction ®Other describe Cost replacement value of dwelling Lender/Client Kimberly K.Palermo Address 3430 Galt Ocean Drive Ft.Lauderdale Florida 33308 Is the sub'ect property currently offered for sale or has it been offered for sale in the twelve months prior to the effective date of this appraisal? ®Yes ❑No Report data sources used,offering price(s),and date(s). MLSL132595820 asking$849,000;under contract 11/12/20206 closed 2/02/2021 1 ❑did ®did not analyze the contract for sale for the subject purchase transaction.Explain the results of the analysis of the contract for sale or why the analysis was not performed. Contract Price$ 881 000 Date of Contract 11/12/2020 Is the property seller the owner of public record? ❑Yes ®No Data Sources misli Is there any financial assistance poan charges,sale concessions,gift or downpayment assistance,etc.)to be paid by any party on behalf of the borrower? ❑Yes ®No If Yes,report the total dollar amount and describe the items to be paid. Note:Race and the racial composition of the neighborhood are not appraisal factors. Neighborhood Characteristics One-Unit Howing Trends One-Unit Housing Present Land Use% Location ❑Urban ®Suburban ❑Rural Property Values ®Increasing ❑Stable ❑Declining PRICE AGE One-Unit 88 Built-Up ®Over 75% ❑25-75% ❑Under 25% Demand/Supply Demand/Supply ®Shortage ❑In Balance ❑Over Supply $ 000 yrs 2-4 Unit 4% Growth ®Rapid ❑Stable ❑Slow Marketing Time ®Under 3 mths ❑3-6 mths ❑Over 6 mths 439 Low 1 Multi-Family 1% Neighborhood Boundaries Hamlet of Cutcho ue 3.4o0 High 68 Commercial 5% 860 Fred. 99+ Other 2% Neighborhood Description Subjects immediate neighborhood is comprised of detached single family dwellings of various styles and designs.Some of the one family homes feature water views and water frontage.They all are within a short distance to the Peconic Bay.Each of the residential properbes share similar schools stem,shopping, ublic transportation and recreational facilities.Subject is within walking distance of Peoonic Bay beach. Market Conditions including support for the above conclusions Dimensions 100'.98'x 150'Avera e x 1 00'x 150'(Avera_q Area 0.33 Acres Shape Mostly rectan ular View Residential/Good Specific Zoning Classification R40 Zoning Descri tion Low density residential district 40,000 scift,minimum. Zoning Compliance ❑Legal ®Legal Nonconforming Grandfathered Use ❑No Zoning ❑Illegal describe Is the highest and best use of subject property as improved or as proposed per plans and specifications the present use? ®Yes ❑No If No,describe Utilities Public Other describe Public Other describe Off-site Improvements-Type Public Private Electricity ® ❑PSEGLI Water ® ❑SCWA Street Macadam ® ❑ Gas ❑ ❑None Sanitary Sewer ❑ ®Cesspool Alley None ❑ ❑ FEMA Special Flood Hazard Area ❑Yes ®No FEMA Flood Zone X FEMA Ma # 36103CO163H FEMA Map Date 09/25/2009 Are the utilities and off-site improvements typical for the market area? ❑Yes ❑No if No,describe Are there any adverse site conditions or external factors easements,encroachments,environmental conditions,land uses,etc.)? ❑Yes ❑No If Yes,describe Subjects site is a rectangular shaped parcel located in the Fleets Neck community in the hamlet of Cutcho ue.The Fleets Neck Association features a ark-like atmosphere set on Peconic Bay and offers gated parking and outdoor amusements for children such as swings.There are bathrooms also available.There is also access to bay at the end of Pe uash Avenue and a rivate marina on West Creek Avenue.Fleets Neck Association has a nominal fee which is char ed annually to only owners within the Fleets Neck community. General Description Foundation Ehterlor Description .. materials/condition Interior materials/condifton Units❑One❑One with Accessory Unit ❑Concrete Slab ❑Crawl Space Foundation Walls Concrete Elk/Good Floors Wood tile/Good #of Stories 1 ❑Full Basement ®Partial Basement Exterior Walls Wood Shingle Walls Drywall:Wood/Good Type®Det. ❑Att. ❑S-Det./End Unit Basement Area 1,284 s .ft.Roof Surface Arch'tural Shn I Trim/Finish Wood/Good ®Existing ❑Proposed ❑Under ConsL Basement Finish 81 % Gutters&Downspouts Aluminum/Good Bath Floor Tile/Good Design(Style) Ranch-Good ❑Outside En /Exit ❑Sump Pump Window Type Csmt&Dbl Hna Bath Wainscot n/a Year Built 1963 Evidence of ❑Infestation None noted Storm Sash/Insulated Yes/Yes Car Storage ❑None Effective Age(Yrs) 12 ❑Dam nessN❑Settlement Screens Yes/Yes X Driveway #of Cars 5 Attic ❑None Heating FWA 1E1 HWBB IX Radiant Amenities ❑Woodstove s # Driveway Surface As halt ❑Drop Stair ❑Stairs ❑Other I Fuel oil ®Fire laces # 1 ®Fence $t Garage #of cars 2 ❑Floor ®Scuttle Cooling ❑Y Central Air Conditioning ®Patio/Deck 396 ®Porch 160 ❑Carport #of Cars ❑Finished ❑Heated ❑Individual 10 Other ®Pool IGP ®Other ScnP-252 ®Att. ❑Det. ❑Built-in lAppliances®Refrigerator ®Range/Oven ®Dishwasher ❑Disposal ❑Microwave ®Washer/Dryer ❑Other describe Finished area above grade contains: 6 Rooms 3 Bedrooms 2.5 Baths 1,578 Square Feet of Gross Living Area Above Grade Additional features(special energy efficient items,etc.. 2 skylights;In round Pool;fence fireplace:screenedporch;openporch;patio*central air conditioning;Irrigation. Describe the condition of the property(including needed repairs,deterioration,renovations,remodeling,etc.. The appraiser inspected the subject property on September 5 2021.The information above was obtained from his inspection,MLS 3259582 and the assessors files. Are there any physical deficiencies or adverse conditions that affect the livability,soundness,or structural integrity of the property? ❑Yes ®No If Yes,describe Does the property generally conform to the neighborhood functional utility,style,condition,use,construction,etc.)? ®Yes ❑No If No,describe Freddie Mac Form 70 March 2005 Page 1 of 6 Fannie Mae Form 1004 March 2005 Form 1004-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Private Appraisal Uniform Residential Appraisal Report File#2120127 There are comparable properties currently offered for sale in the subject neighborhood ranging in price from$ to$ There are comparable sales in the subject neighborhood within the past twelve months ranging in sale price from$ to$ FEATURE I SUBJECT COMPARABLE SALE#1 COMPARABLE SALE#2 COMPARABLE SALE#3 Address 155 Pinewood Rd Cutcho ue NY 11935 Proximity to Subject Sale Price $ 881,000' $ $ $ Sale Price/Gross Liv.Area $ 558.30 s .ft.$ s .ft. $ s .ft. $ s .ft. Data Source(s) Verification Source(s) VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +- $Adjustment DESCRIPTION +- $Adjustment DESCRIPTION +- $Adjustment Sales or Financing Concessions Date of Sale/Time Location Residential-Goo Leasehold/Fee Simple Fee Simple Site 0.33 Acres View Residential/Goof Design(Style) Ranch-Good Quality of Construction Q3 Actual Age 58-120 Condition C3 Above Grade Total Bdrms. Baths Total Bdrms. Baths Total I Bdrms.1 Baths Total Bdrms. Baths Room Count 6 1 3 1 2.5 Gross Living Area 1.578 sq-ft. s .ft. s.ft. I s.ft. Basement&Finished 1,284Sq.Ft. Rooms Below Grade 81% Functional Utility 1 Family-Good Heating/Cooling OHW/CAC • Energy Efficient Items 2-sk I is Garage/Carport 2 Porch/Patio/Deck 160sf- orch • Balcon•Terrace etc. 396sf patio Fireplace,wood stove etc 1 Fireplace InfationJence etc Irri .well;fence Net Adjustment(Total) ❑ + ❑ - $ E1 + ❑ - $ ❑ + ❑ - $ Adjusted Sale Price Net Adj. % Net Adj. % Net Adj. % Of Comparables Gross Adj. % $ Gross Adj. %1$ 1 Gross Adj. %I$ 1 ❑did ❑did not research the sale or transfer histo of the subject property and comparable sales.If not,explain My research ❑did ®did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. Data Sources Assessor's Offices Property Shark Reports;Multiple Listing Service of Long Island MLSLI My research ❑did ❑did not reveal any pror sales or transfers of the comparable sales for the year prior to the date of sale of the comparable sale. Data Source(s) Report the results of the research and anal sis of the prior sale or transfer history of the subject property and com arable sales re ort additional prior sales on page 3). ITEM SUBJECT COMPARABLE SALE#1 COMPARABLE SALE#2 COMPARABLE SALE#3 Date of Prior Sale/Transfer None within the last 3 years Price of Prior Sale/Transfer n/a Data Sources Assessor's Office Effective Date of Data Sources 09/05/2021 Analysis of prior sale or transfer history of the subject property and comparable sales None. Summary of Sales Comparison Approach N/A Indicated Value by Sales Comparison Approach$ N/A Indicated Value by:Sales Comparison Approach$ N/A Cost Approach(if developed)$ 359,044 Income Approach(if developed)$ N/A The Cost Approach as developed)represents the depreciated value of the dwellings living area onl .No exterior amenities arae basement or site value were considered in this assignment. This appraisal is made ®"as is", ❑ subject to completion per plans and specifications on the basis of a hypothetical condition that the improvements have been completed, ❑subject to the fallowing repairs or afterations on the basis of a hypothetical condition that the repairs or alterations have been completed,or ❑subject to the • following required inspection based on the extraordinary assumption that the condition or deficiency does not require alteration or repair. Based on a complete visual inspection of the interior and exterior areas of the subject property,defined scope of work,statement of assumptions and limiting conditions,and appraiser's certification, my(our)opinion of the market value,as�efined,of the real property that is the subject of this report is $ 359,044 as of 02/02/2021 which is the date of inspection and the effective date of this appraisal. Freddie Mac Form 70 March 2005 Page 2 of 6 Fannie Mae Form 1004 March 2005 Form 1004-'TOTAL"aooraisal software by a la mode,Inc.-1-800-ALAMODE Private Appraisal Uniform Residential Appraisal Report File#2120127 � :T M - •>,,.; = - :A,�, COSTAPPROACH TO VALUE not required by Fannie Mae)'- Provide ae'_Provide ade uate information for the lender/client to replicate the below cost figures and calculations. Support for the opinion of site value(summary of comparable land sales or other methods for estimating site value See attached addenda. ESTIMATED ❑REPRODUCTION OR ®REPLACEMENT COST NEW OPINION OF SITE VALUE______________________________________ =$ 425,000 Source of cost data Core Logic"Marshall&Swift'Cost Estimator DWELLING 1,578 S .Ft.@$ 250.03_______ =$ 394,554 Quality rating from cost service AAA Effective date of cost data 9-20-2021 EISMT-FINISH 1,284 S .Ft.@$ n/a_______ _$ Comments on Cost Approach(gross Wing area calculations,depreciation,etc. _______ _$ See attached addenda. Garage/Carport 484 S Ft.@$ _______ _$ Total Estimate of Cost-New _ _$ 394,554 Less Physical Functional I Extemal Depreciation 35,5101 =$ 36,510) De reciatedCost oflm rovements ______________________________$ 359,044 "As-is"Value of Site Improvements __________________=$ n/a n/a Estimated Remaining Economic Life HUD and VA only) 48 Years INDICATED VALUE BY COST APPROACH-----____________________=$ 359,044 INCOME APPROACH TO VALUE not re uka b Fannie Mae p Estimated Monthly Market Rent$ n/a X Gross Rent Multiplier n/a =$ N/A Indicated Value by Income Approach Summary of Income Approach(including support for market rent and GRM The Income Approach to Value was not considered since the appraiser was not informed of the properties revenue history.Typically a single family residence is purchased for its amenity,not income stream. g•'" `` '°'x ,,PROJECT INFORMATION FOR PUDs(f(a licable Is the developer/builder in control of the Homeowners'Association(HON? ❑Yes ❑No Unit type(s) ❑Detached ❑Attached Provide the following information for PUDs ONLY if the developer/builder is in control of the HOA and the subject property is an attached dwelling unit. Legal Name of Project Total number of phases Total number of units Total number of units sold Total number of units rented Total number of units for sale Data source(s) Was the project created by the conversion of existing building(s) into a PUD? ❑Yes ❑No If Yes,date of conversion. Does the project contain any mufti-dwelling units? ❑Yes ❑No Data Source Are the units,common elements,and recreation facilities complete? ❑Yes ❑No If No,describe the status of completion. Are the common elements leased to or by the Homeowners'Association? ❑Yes ❑No If Yes,describe the rental terms and options. Describe common elements and recreational facilities. Freddie Mac Form 70 March 2005 Page 3 of 6 Fannie Mae Form 1004 March 2005 Form 1004-"TOTAL"aooraisal software by a la mode,inc.-1-800-ALAMODE Private Appraisal Uniform Residential Appraisal Report File#2120127 This report form is designed to report an appraisal of a one-unit property or a one-unit property with an accessory unit; including a unit in a planned unit development (PUD). This report form is not designed to report an appraisal of a manufactured home or a unit in a condominium or cooperative project. This appraisal report is subject to the following scope of work, intended use, intended user, definition of market value, statement of assumptions and limiting conditions, and certifications. Modifications, additions, or deletions to the intended use, intended user, definition of market value, or assumptions and limiting conditions are not permitted. The appraiser may expand the scope of work to include any additional research or analysis necessary based on the complexity of this appraisal assignment. Modifications or deletions to the certifications are also not permitted. However, additional certifications that do not constitute material alterations to this appraisal report, such as those required by law or those related to the appraiser's continuing education or membership in an appraisal organization, are permitted. SCOPE OF WORK: The scope of work for this appraisal is defined by the complexity of this appraisal assignment and the reporting requirements of this appraisal report form, including the following definition of market value, statement of assumptions and limiting conditions, and certifications. The appraiser must, at a minimum: (1) perform a complete visual inspection of the interior and exterior areas of the subject property, (2) inspect the neighborhood, (3) inspect each of the comparable sales from at least the street, (4) research, verify, and analyze data from reliable public and/or private sources, and (5) report his or her analysis, opinions, and conclusions in this appraisal report. INTENDED USE: The intended use of this appraisal report is for the lender/client to evaluate the property that is the subject of this appraisal for a mortgage finance transaction. INTENDED USER: The intended user of this appraisal report is the lender/client. DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting in what he or she considers his or her own best interest; (3) a reasonable time is allowed for exposure in the open market; (4) payment is made in terms of cash in U. S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions* granted by anyone associated with the sale. *Adjustments to the comparables must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the appraiser's judgment. STATEMENT OF ASSUMPTIONS AND LIMITING CONDITIONS: The appraiser's certification in this report is subject to the following assumptions and limiting conditions: 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it, except for information that he or she became aware of during the research involved in performing this appraisal. The appraiser assumes that the title is goad and marketable and will not render any opinions about the title. 2. The appraiser has provided a sketch in this appraisal report to show the approximate dimensions of the improvements. The sketch is included only to assist the reader in visualizing the property and understanding the appraiser's determination of its size. 3. The appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in this appraisal report whether any portion of the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. 4. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand, or as otherwise required by law. 5. The appraiser has noted in this appraisal report any adverse conditions (such as needed repairs, deterioration, the presence of hazardous wastes, toxic substances, etc.) observed during the inspection of the subject property or that he or she became aware of during the research involved in performing the appraisal. Unless otherwise stated in this appraisal report, the appraiser has no knowledge of any hidden or unapparent physical deficiencies or adverse conditions of the property (such as, but not limited to, needed repairs, deterioration, the presence of hazardous wastes, toxic substances, adverse environmental conditions, etc.) that would make the property less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards, this appraisal report must not be considered as an environmental assessment of the property. 6. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion, repairs, or alterations on the assumption that the completion, repairs, or alterations of the subject property will be performed in a professional manner. Freddie Mac Form 70 March 2005 Page 4 of 6 Fannie Mae Form 1004 March 2005 Form 1004-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Private Appraisal Uniform Residential Appraisal Report File#2120127 APPRAISER'S CERTIFICATION: The Appraiser certifies and agrees that: 1. 1 have, at a minimum, developed and reported this appraisal in accordance with the scope of work requirements stated in this appraisal report. 2. 1 performed a complete visual inspection of the interior and exterior areas of the subject property. I reported the condition of the improvements in factual, specific terms. I identified and reported the physical deficiencies that could affect the livability, soundness, or structural integrity of the property. 3. 1 performed this appraisal in accordance with the requirements of the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal report was prepared. 4. 1 developed my opinion of the market value of the real property that is the subject of this report based on the sales comparison approach to value. I have adequate comparable market data to develop a reliable sales comparison approach for this appraisal assignment. I further certify that I considered the cost and income approaches to value but did not develop them, unless otherwise indicated in this report. 5. 1 researched, verified, analyzed, and reported on any current agreement for sale for the subject property, any offering for sale of the subject property in the twelve months prior to the effective date of this appraisal, and the prior sales of the subject property for a minimum of three years prior to the effective date of this appraisal, unless otherwise indicated in this report. 6. 1 researched, verified, analyzed, and reported on the prior sales of the comparable sales for a minimum of one year prior to the date of sale of the comparable sale, unless otherwise indicated in this report. 7. 1 selected and used comparable sales that are locationally, physically, and functionally the most similar to the subject property. 8. 1 have not used comparable sales that were the result of combining a land sale with the contract purchase price of a home that has been built or will be built on the land. 9. 1 have reported adjustments to the comparable sales that reflect the market's reaction to the differences between the subject property and the comparable sales. 10. 1 verified, from a disinterested source, all information in this report that was provided by parties who have a financial interest in the sale or financing of the subject property. 11. 1 have knowledge and experience in appraising this type of property in this market area. 12. 1 am aware of, and have access to, the necessary and appropriate public and private data sources, such as multiple listing services, tax assessment records, public land records and other such data sources for the area in which the property is located. 13. 1 obtained the information, estimates, and opinions furnished by other parties and expressed in this appraisal report from reliable sources that I believe to be true and correct. 14. 1 have taken into consideration the factors that have an impact on value with respect to the subject neighborhood, subject property, and the proximity of the subject property to adverse influences in the development of my opinion of market value. I have noted in this appraisal report any adverse conditions (such as, but not limited to, needed repairs, deterioration, the presence of hazardous wastes, toxic substances, adverse environmental conditions, etc.) observed during the inspection of the subject property or that I became aware of during the research involved in performing this appraisal. I have considered these adverse conditions in my analysis of the property value, and have reported on the effect of the conditions on the value and marketability of the subject property. 15. 1 have not knowingly withheld any significant information from this appraisal report and, to the best of my knowledge, all statements and information in this appraisal report are true and correct. 16. 1 stated in this appraisal report my own personal, unbiased, and professional analysis, opinions, and conclusions, which are subject only to the assumptions and limiting conditions in this appraisal report. 17. 1 have no present or prospective interest in the property that is the subject of this report, and I have no present or prospective personal interest or bias with respect to the participants in the transaction. I did not base, either partially or completely, my analysis and/or opinion of market value in this appraisal report on the race, color, religion, sex, age, marital status, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property or of the present owners or occupants of the properties in the vicinity of the subject property or on any other basis prohibited by law. 18. My employment and/or compensation for performing this appraisal or any future or anticipated appraisals was not conditioned on any agreement or understanding, written or otherwise, that I would report (or present analysis supporting) a predetermined specific value, a predetermined minimum value, a range or direction in value, a value that favors the cause of any parry, or the attainment of a specific result or occurrence of a specific subsequent event (such as approval of a pending mortgage loan application). 19. 1 personally prepared all conclusions and opinions about the real estate that were set forth in this appraisal report. If I relied on significant real property appraisal assistance from any individual or individuals in the performance of this appraisal or the preparation of this appraisal report, I have named such individual(s) and disclosed the specific tasks performed in this appraisal report. I certify that any individual so named is qualified to perform the tasks. I have not authorized anyone to make a change to any item in this appraisal report; therefore, any change made to this appraisal is unauthorized and I will take no responsibility for it. 20. 1 identified the lender/client in this appraisal report who is the individual, organization, or agent for the organization that ordered and will receive this appraisal report. Freddie Mac Form 70 March 2005 Page 5 of 6 Fannie Mae Form 1004 March 2005 Form 1004-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Private Appraisal Uniform Residential Appraisal Report File#2120127 21. The lender/client may disclose or distribute this appraisal report to: the borrower; another lender at the request of the borrower; the mortgagee or its successors and assigns; mortgage insurers; government sponsored enterprises; other secondary market participants; data collection or reporting services; professional appraisal organizations; any department, agency, or instrumentality of the United States; and any state, the District of Columbia, or other jurisdictions; without having to obtain the appraiser's or supervisory appraiser's (if applicable) consent. Such consent must be obtained before this appraisal report may be disclosed or distributed to any other parry (including, but not limited to, the public through advertising, public relations, news, sales, or other media). 22. 1 am aware that any disclosure or distribution of this appraisal report by me or the lender/client may be subject to certain laws and regulations. Further, I am also subject to the provisions of the Uniform Standards of Professional Appraisal Practice that pertain to disclosure or distribution by me. 23. The borrower, another lender at the request of the borrower, the mortgagee or its successors and assigns, mortgage insurers, government sponsored enterprises, and other secondary market participants may rely on this appraisal report as part of any mortgage finance transaction that involves any one or more of these parties. 24. If this appraisal report was transmitted as an "electronic record" containing my "electronic signature," as those terms are defined in applicable federal and/or state laws (excluding audio and video recordings), or a facsimile transmission of this appraisal report containing a copy or representation of my signature, the appraisal report shall be as effective, enforceable and valid as if a paper version of this appraisal report were delivered containing my original hand written signature. 25. Any intentional or negligent misrepresentation(s) contained in this appraisal report may result in civil liability and/or criminal penalties including, but not limited to, fine or imprisonment or both under the provisions of Title 18, United States Code, Section 1001, et seq., or similar state laws. SUPERVISORY APPRAISER'S CERTIFICATION: The Supervisory Appraiser certifies and agrees that: 1. 1 directly supervised the appraiser for this appraisal assignment, have read the appraisal report, and agree with the appraiser's analysis, opinions, statements, conclusions, and the appraiser's certification. 2. I accept full responsibility for the contents of this appraisal report including, but not limited to, the appraiser's analysis, opinions, statements, conclusions, and the appraiser's certification. 3. The appraiser identified in this appraisal report is either a sub-contractor or an employee of the supervisory appraiser (or the appraisal firm), is qualified to perform this appraisal, and is acceptable to perform this appraisal under the applicable state law. 4. This appraisal report complies with the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal report was prepared. 5. If this appraisal report was transmitted as an "electronic record" containing my "electronic signature," as those terms are defined in applicable federal and/or state laws (excluding audio and video recordings), or a facsimile transmission of this appraisal report containing a copy or representation of my signature, the appraisal report shall be as effective, enforceable and valid as if a paper version of this appraisal report were delivered containing my original hand written signature. APPRAISER ich rd telli ----� SUPERVISORY APPRAISER(ONLY IF REQUIRED) Signature Signature Name Ri#me W. atelli �" Name Company Abatelli Real ate Appraisals Company Name Company Address 25425 Main Road,Cutchogue,New York Company Address 11935 Telephone Number 631-513-0442 Telephone Number Email Address richardabatelli(ED-gmail.com Email Address Date of Signature and Report 09/20/2021 Date of Signature Effective Date of Appraisal 02/02/2021 State Certification# State Certification# 45000022032 or State License# or State License# State or Other(describe) State# Expiration Date of Certification or License State NY Expiration Date of Certification or License 11/21/2022 SUBJECT PROPERTY ADDRESS OF PROPERTY APPRAISED ❑ Did not inspect subject property 155 Pinewood Rd ❑ Did inspect exterior of subject property from street Cutchogue,NY 11935 Date of Inspection APPRAISED VALUE OF SUBJECT PROPERTY$ 359,044 ❑ Did inspect interior and exterior of subject property LENDER/CLIENT Date of Inspection Name Kimberly K.Palermo COMPARABLE SALES Company Name Company Address 3430 Galt Ocean Drive,Ft.Lauderdale, ❑ Did not inspect exterior of comparable sales from street Florida 33308 ❑ Did inspect exterior of comparable sales from street Email Address kpalermoagmail.com Date of Inspection Freddie Mac Form 70 March 2005 Page 6 of 6 Fannie Mae Form 1004 March 2005 Form 1004-'TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE RESUME He No.2120127 Client Kimberly K.Palermo Property Address 155 Pinewood Rd city Cutchogue CountV Suffolk State NY Zi Code 11935 Appraiser Richard W.Abatelli EDUCATION: Texas Christian University(T.C.U.),University Drive,Fort Worth,Texas,BBA John H.Glenn High School,Elwood.New York 11971 Our Lady of the Blessed Sacrament Catholic Academy,Bayside,N.Y.11361 MILITARY: Honorable Discharge,United States Air Force VOCATIONAL: Auditor,Dupont-Walston Brokerage,77 Water Street,New York,New York 10005 Auditor,American Re-Insurance,One Liberty Plaza,New York,New York 10006 Broker-Appraiser,Abatelli Realty&Appraisal Svc.,2455 Francis Lewis Blvd.,Flushing,N.Y.11357 Broker-Appraiser,Abatelli Realty&Appraisal Svc.,33150 Route 25,Cutchogue,N.Y.11935 Associate Broker,Douglas Elliman Real Estate,10200 Main Road,Mattituck,New York 11952 Appraiser-Owner,Abatelli Real Estate Appraisals,25425 Main Road,Cutchogue,New York 11935 Associate Broker,Douglas Elliman Real Estate,28200 Main Road,Cutchogue,N.Y.11935 JOB DESCRUPTIONS: Serving the major metropolitan area including all the Borough's within the City of New York;Counties of Nassau and Suffolk;Eastern Long Island including the North Fork,South Fork,Fisher's Island,Shelter Island. NYS Appraisals for the Surrogate Court of Queens County,Jamaica,New York 11435. NYS Appraisals for the Surrogate Court of Kings County,Brooklyn,New York 11201. NYS Appraisals for various Banks,e.g.,First Union,Greenpoint Savings,Wachovia N.A.,and L.I.Savings Bank. Notable Clientele:Touro College;St.John's University;Outreach Project Inc.,N.Y.;Samaritan Daytop Village; Diocese of Rockville Centre;Briarwood Organization;Catholic Youth Organization(CYO); Governor of the State of New York,Mario Cuomo;New York Metropolitan Baseball Team; Charter World Abstract Corporation. Locally: Mattituck Park&Fire District(s);Village of Greenport;Town of Southold; North Fork Country Club;Shelter Island Heights Property Association. AFFLIATIONS: North Fork Chamber of Commerce,Board Member;Queens Chamber of Commerce-Legislative Committee; North Fork Promotion Council,former Board Member;Bayside YMCA,former Board Member;Flushing YMCA, former Board Member;Lions Club of Bayside,former President;Lions Club of Cutchogue,former President; Tourette Syndrome,former Board Member;Flushing Council on the Arts,former Board Member;Queens Symphony, former Board Member;Friend's of St.Mary's Childrens Hospital,former Board Member. CERTIFICATIONS: New York State Certified Residential Appraiser;National Association of Real Estate Appraisers New York State Licensed Real Estate Broker;New York State Licensed Associate Broker Form SUP-"TOTAL"aooraisal software by a la mode,Inc.-1-800-ALAMODE . r , r rr ,,. -. Irl . . . •.. - • • • IN PYN V7, ,.. 4 , 4 a a N ti'• � ♦ CCC M. r a�rr �, 3 .+r+► m r °0v od oid, res' `,•. 'cI 'e. s . '►. ';� r bz._'ls h1C�_ t.,4 .�j fir, y � �°GaU � r� � � V • y e do ll kyr *41 .r. w �t '•h�. � PN'1- • .!', Mar t 44 b S r Ori•' Vo09 V-- I I'Fi C.F; -- - - r• I r ■ .. i 1. _ 1 I' ■ r 111 1 � .rl. r r rr• ill 11 Data Entry Report Client Kimberly K.Palermo Property Address 155 Pinewood Rd city Cutcho ue County Suffolk State NY Zi Code 11935 Appraiser Richard W.Abatelli itData Ent Report Marshall&Swift CDfelO.9ic' ry P SwiftEstimator Property Address 155 Pinewood Rd,Cutchogue,NY-11935 Reference#819856 Building Characteristics #.of Stories One Story 100% Total Floor Area 1578 sq.ft. M&S Quality 4.0(Good) Improvements Foundation' Exterior* Baths* Crawlspace 100% Exterior Walls Frame,Hardboard Sheets 100% Full Baths 2 count Roofing Wood Shingle 100% Half Baths 5 count HVAC Forced Air Furnace 100% Adjustments Local Multiplier 1.470(Default) Energy Adjustment Moderate(Default) Seismic Adjustment Zone2(Default) Architects Fee% 3.60(Default) Foundation Adjustment Moderate(Default) Wind Adjustment Wind Adjustment(Default) Report Date 09/2021 Hillside Adjustment Flat(Default) Story Height 8 ft(Default) Marshall&Swift's indicated value by cost approach can be verified at https://alamode.swiftestimator.com/AlamodeTotal/verify Verification Code:3JLOOHKLS This report has been produced utilizing current cost data and is In compliance with the Marshall &Swift Licensed User Certificate. Form SCNLGH-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Supplemental Addendum File No.2120127 Client Kimberly K.Palermo Property Address 155 Pinewood Rd city Cutcho ue County Suffolk State NY ZipCode 11935 Appraiser Richard W.Abatelli •URAR:Cost Approach Comments 1,578SQFT RANCH;PERIMETER=186 LINEAR FT;1044SF FIN BSMT;240SF UNFIN BSMT;10'X20'FOOTINGS;CONC BLOCK BSMT;BUILT 1963=58 YRS,EFFECTIVE 9 YRS;15%PHYSICAL DEPRECIATION;C2=CONDITION;OHW/CAC;2 SKYLIGHTS;UPDATED KITCHEN AND BATHS;OAK AND TILE FLOORS;DRYWALL AND WOOD WALLS;CLASS II; Q3=QUALITY;FIREPLACE;200 AMPS;INGROUND POOL;396SF DECK;FENCE; 6 ROOMS-313R-2.5 BATHS;WOOD SHINGLE EXTERIOR The Cost Approach represents the depreciated value of the 1 st floor living space only.No exterior amenities are included and for the purpose of this asssignment,the estimated value for the site,as vacant,has no bearing on this appraisal and is not included in the Cost Approach Value. Form TADD-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE COUNTY OF SUFFOLK �'�aj�v3i4y y STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN,MD,MPH,MBA,MSW COMMISSIONER April 12,2005 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES GENERAL GUIDANCE MEMORANDUM#19 PROCEDURES OF OFFICE OF WASTEWATER MANAGEMENT FOR CLASSIFYING BEDROOMS WITHIN DWELLINGS AUTHORITY The Suffolk County Sanitary Code sets forth requirements for approval of water supply and sewage disposal systems. The statutory authority for these guidelines can be found in Article 5, Section 760-502 and Article 7 Section 760-705A. Detailed specifications can be found in Standards for Approval of Plans and Construction- Sewage Disposal Systems for Single-Family Residences. In addition, the Department is bound to comply with the standards set forth in the New York State Department of Health Appendix 75-A. PURPOSE The Standards for Approval of Plans and Construction - Sewage Disposal Systems for Single- Family Residences (Standards) presently do not define the term "bedroom". In addition, state design standards require that sanitary systems be designed to accommodate the rooms within a residence that will or can be used as bedrooms. This document provides guidance to be used by departmental staff to evaluate and classify proposed rooms as potential bedrooms for the purpose of sanitary system design. GUIDANCE When applications are made for the approval of construction for new residences, additions, or accessory apartments we shall count bedrooms as follows: 1. The following rooms will be considered as an integral part of the structure and will not add to the overall bedroom count for the house: ■ Kitchen ■ 1 - Living room ■ 1 -Dining room General Guidance Memorandum#19, Page 1 of 2 *DIVISION OF ENVIRONMENTAL QUALITY*OFFICE OF WASTEWATER MANAGEMENT♦360 YAPHANKAVENUE,SUITE 2C*YAPHANK NY 11980• PHONE: (631)852-5700 FAx:(631)852-5755 1 T" ■ 1 - Family room (If omitted from floor plan, another room such as a Den, Study or Office may be substituted in its place) ■ Bathrooms ■ Open Basement/Utility room ■ Foyer ■ Garage 2. The following rooms will be counted as potential bedrooms and will be added to the bedroom count for sizing of the sanitary system: ■ Bedrooms ■ Studies ■ Offices ■ Play rooms ■ Media rooms ■ Any other room not listed in section 1 above. Sizing of the sanitary system shall be in accordance with the Standards for Approval of Plans and Construction- Sewage Disposal Systems for Single-Family Residences. EFFECTIVE This document is for guidance purposes only and becomes effective for all applications received after the date of this memorandum. This document should apply in most cases, but it is not a standard and is not meant to substitute for the discretion and common sense of the review staff. Issued by: Walter J. Hilbert, PE, Chief Office of Wastewater Management General Guidance Memorandum#19, Page 2 of 2 JON-N -S BAGLI A ARCHITECT .AMERICAN INSTITUTE .OF-ARCHITECTS SAIA 15— MAY 17 2U21 BUILDING DEPT. TOWN OF SOUTHOLD --ro -T4 -474E4 C � �- 1 5 '� �N��c� aea- i4t i P.O. Box 434 Mill Neck, New York 11765 .516 922 3293 JSARCH12 a@AOL.COM i REVI510N5: SPECIFICATIONS f' 1. THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE 31. ALL OTA13LE WATER SUPPLY PIPING INSIDE HE HOUSE SHALL BE PERFORMANCE OF PTIRY WORKOF ALL ? SUB-CONTRACTORS O EMPLOYED T " HSLX P IPES LOCATED IN PROPOSED TWO STO2. NO CO RACTORSHALL BEBROUGHTONTO THE TE WTHOTFIRST EBY HIM. XIORWALLS ORUNHEATED AEASHALLBESULA DFROMFREEZING PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW WITH INSULATION HAVING A MINIMUM R=2.0. RESIDENCE ANDSEE OWNERS REQUIREMENTS. IT SHALL BE THE DUTY THE CONTRACTOR 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THEE REQUIRED INSURANCE AND HE SHALL BEI RESPONSIBLE FOR THE SAME. 33, WATER METER SUPPLY PIPE TO B£ A MINIMUM 1" DIAMETER. in 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED,AND ALL 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. u LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. F _ 15 5 PINEWOOD R D. CUTCH 0 G U E NY 1193 5 4. NOTHING ON THESE DRAWINGS MAY BE MiSCONS7RUC?ED AS MODIFYING IN 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, - ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. u r y / 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE H LJ z 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS COMPLETION OF• THIS WORK SHALL BE OF THE BEST QUALITY AS = 0� DIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIRED. Q 1 IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL U u_ U RESPONSIBILITY, 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN AL WOODWORK, Id p uJ FLOORS, SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY Q u.1 J 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE RETOUCHING OF PAINTING WORK IN BUILDING, LEAVING HIS WORK IN AND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. PERFECT CONDITION. -1 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER & COVERED IN WET WEATHER. 1j NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND ED Z CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING MADE READY FOR FINISHING AND SHALL RECEIVE ONE (1) PRIMING N z X CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED BY C¢ O YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR J LOCAL CODES WITH OWNER. z K ¢] JURISDICTION AND VARIANCES. 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO = uj 00.0 INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF O Q O B. IN THE EVENT THAT NOTED:CONDITIONS OR CONFLICTING CONDITIONS ARE 8+ DIFFERENT THAN FIELD CONDITIONS THE CONTRACTOR SHALL NOTIFY THE NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), g�xwcs� S3r�^ 00 z o��t (jl CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS IF REQUIRED. ARCHITECT IMMEDIATELY. o_,'B.• 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE 41. ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN vD -P SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. Z PAVERB Lel THOUGH SPECIFICALLY MENTIONED IN BOTH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN .v, 492 O 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1) YEAR OF UNHEATED SPACES TO BE INSULATED. 9z "'u� COMPLETION, WITHOUT ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS �} ❑ CD DEFECTS DUE TO POOR WORKMANSHIP OR INFERIOR MATERIALS. 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY UT - � O � AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. � 11. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. EQUIPMENT REQUIRED FOR THE PERFORMANCE OF HIS WORK. D Ea 10a s� GENERAL NOTES: Q O $9"w z°POOL 12. THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW 1. GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. O .Awes PAV AS AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS LLJ 0Z Cz EMPLOYEES. 2. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. U 0 O n�'•( 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR Z O wAE� 10..gz : EXISTING OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN Lu O ?T TOTAL FEET VENTILATION AREA. w j/141 3 SCREEN PORCH OWNER. _� W Z . 14. ALL PLANT114G WHICH IS AGREED SHALL BE LEFT STANDING AND 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL `{ ggg .s sx.v, ye UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION (n Z W w rU+� / DURING ALL STAGES OF WORK. SPACE/INHABITABLE BASEMENT SHALL BE 20'-0" HORIZONTALLY, 8'-0" I•LI D_ NEW FIRS / VERTICALLY. ELI O FLOOR j PAVEg / 15. THE CONTRACTOR SHALL. EXCAVATE THE GROUND TO THE DEPTH 5. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT to O ADDITIONS a xo. CVRD. REQUIRED BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE INTERVALS OF NOT MORE THAN 20 FEET. - V S PORCH DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF SHALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT. CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF U { 12.4' 2 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 3,000 SQ. FT. Q roa NE SECOND AT FINAL GRADING. 7. ATTIC FAS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE O FLOG ADDITION 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER O A N p•waODkN DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN FRAMING NOTES AND WOOD SPECIFICATIONS: °A'ti PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH � OI 22.7' .t 3200RCH N saz WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 (OR SELECT STRUCTURAL : tit• Dzo eoxc>em s,a CONSTRUCTION DEBRIS IN AN APPROVED MANNER. GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE 018. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. ew�aa� t THE PLOT BY REMOVING ALL BRICKBATS, CHUCK OF CEMENT, PIECES OF 2. JOISTS AND GIRDERS SHALL HAVE FULL 3.5' MINIMUM BEARING OR AS PER U LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND MAUNFACTURER'S SPECIFICATIONS. Z g cv 8o N THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL W ° v wev 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR �_ w W M s 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. tf1 ¢ O N IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS ORCO w Z g=` N O OTHER ADEQUATE MEANS. 4. USE 'SIMPSON' METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. v 1 12.81 t eQ P V 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. > 3 w sas :vE sae 21, ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD n O � 9nE.x '�W 100.98 roism MINIMUM BEARING CAPACITY OF TWO (1) TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. U BOLE ARE ENCOUNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL 01ERIP DP 0 CONDITIONS. 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER/HEADER O 22. MAIN SILLS TO BE "ACO" DOUGLAS-FIR SIZE AND AMOUNT AS CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. xEr m,E PaasoreAvaalmrr sv, INDICATED ON DRAWINGS. PINEWOOD ROAD 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE 7• PROVIDE TRAPPING HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND ,meg ,mn .aa ,�L ,� FROM OIL SHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO REFS COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. BE SQUARE. REFER i0 STANDARD STRAPPING DETAILS. 24. ALL EXTERIOR SHEATING TO BE 1/2" 'CDX" OR 1/2" EXT. GRADE B. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE . �^ SHEATHING WITH 'TYVEK' HOUSE WRAP BACKING REQUIRED TO TRANSFER ALL LOADS. EDGEaPPAVPitEM 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. THAT MAY BE REQUIRED BY OTHER TRADES. 9. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, COX PLYWOOD, 1/2" MINIMUM )FAWN:M.ROMANELLI 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4' CENTERS AT EDGES AND 6" CHECK:J.55AGLLA 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. CENTERS IN THE FIELD. SCALE:AS NOTED 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1 2" GYPSUM WALLBOARD 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE DATE: 4/8/202 NOP FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR STRUCNRE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED.TOWN OF SEA ZONING INFORMATON ZONE R-40 tHaO PAINT FINISH OR WALLPAPER. (MINIMUM THREE (3) COATS JOINT COMPOUND- 11. PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINGS OR 1'�0 ZONING ITEM REQUIRED EXISTING PROPOSED UNLESS NOTED OTHERWISE ON PLANS.) AS PER PLANS. USES SINGLE FAMILY DOES NOT COMPLY VARIANCE REQ. 29. INSTALL ONE (1) SHELF IN EACH CLOTHES CLOSET AND A CLOTHES 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION _ LOT COVERAGE MAX. 2,900 SF(20z) 2,226 SF-HOUSE 2,264 SF-HOUSE POLE UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 WFCM OR LATEST EDITION. • 241 SF -SCREEN PORCH 241 SF -SCREEN PORCH (5) SHELVES. 38 SF -BACK PORCH eO SF -BACK PORCH 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACO' TREATED IN 114 SF -FRONT PORCH 147 SF -FRONT PORCH 30. ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON RED BRICK. ACCORDANCE WITH AWPA STANDARDS. PROPOSED SITE PLAN $09 sr -POOL 509 SF -POOL ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT AGAINST THE ? + srnEe:r�fe-o• 'd 37 SHOT B ' SF -HOT TUB WEATHER AND SHALL BE TOOLED. UPON'COMPLETION THE BRICK WORK 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON; USP MAY BE SUBSTITUTED. '�• 3,165 SF -TOTAL 3,27e SF-TorAL SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. SHEET NUMBER: SITE PLAN BASED ON SURVEY PROVIDED FRONT YARD 35'MIN. 37.2' NO CHANGE BY 0 CONNOR - PETITO. L.L.C. 05/23/2021 REAR YARD 35'MIN. 61.1' NO CHANCE NOTE: � NOTE: PLANS TO FOLLOW 2018 INTERNATIONAL ENERGY NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING SIDE YARD(S) 10' 11.4' NO�+GE CONSERVATION CODE DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION 25 AGGREGATE 24.0'-AGGREGATE TEST HOLE INFORMATION: SCDHS USE: BY SLACKE TEST BORING, INC. ON 5/13/21 FlNE TO MEDIUM GROUND SURFACE ARK BROWN TOPSOIL WITH ORGANICS INTO NE SILTY SAND INTO NE SILTY SAND AND LEAN SAND, TRACE RESIDENCE- NE To MA RAVEL SM S USES PUBLIC WATER FINE TO 2 MEDIUM RUST BROWN & LIGHT LOT 6BROWN CLEAN SAND OR FORMER=Y LUCATORTO TRACE FINE TO NOW PUB \NATER COARSE GRAVEL LAND USES P (SW) 7 RESIDENCE- MIX LIGHT BROWN LOT 7 Y gUHLER & PALE BROWN CLEA n 1 pVC FE SAND, TRACE FINE TO LAND NOW OR FORMERL TER QQ,OO SMALL GRAVEL, TRACE UBLIC WA 4.5'N CLAY (SW) RESIDENCE-USES P n Q E OL.E/W VC � S 32018'0011 Go 18 Q 0" HIGH x 50.6 FINE TO COARSE--12 36' HIGH WOO1 2'W 6 D ' pVC FENCE LIGHT BROWN SAND +/- Q,8'E DILAPIDATED SOME FINE TO LARGE RET. WALL XRETAINING WALL FENCE FE COR FD MON 0.8'S 4878 6' WO 1.0'N GRAVEL (SW) 0.8'W 1W== 8 1.9'W 1.01S FINE TO COARSE 7 8►�f`< BW-4848 EX EX 0.5'E PALE BROWN CLEAN Ep CID SAND, TRACE FINE TO FE N 49. SMALL GRAVEL S 1.4S PAVERS FINE TO MEDIUM 22 PALE BROWN CLEAN 49.14g2 SAND, TRACE COARSE , 24" TREE GRAVEL SW 25 49.2 O 49.3 O w POOL NO GROUND WATER ENCOUNTERED 0 a EQUIP o6 IN GROUND C7 SWIMMING POOL p 51.8 r 16'x32' a PAVERS PAVERS N 3 WALL iO O Q" HIGH 0.5 5 1 M648.48 N 160• 8*48.48 49.2 LO 10.749.2 ` 0 M Fk/Snhc S q TqR 49.4 N a a 529 x524 52.9 x 1 MAS. WALL W LAND NOW OR FORMERLY LOMBARDI PLANTER rn=527 39'2' 1 �i SCREENED RESIDENCE-USES PUBLIC WATER PAVERS ROOM LAND NOW OR FORMERLY CAMERON / 529 STEPS RESIDENCE-USES 3 HOT vENr WELL WATER w TUB R 0 yr 9.0' FE Q N 53.0 ST OP r1i -,10.0' iV 0.8's 53.0 Ui 1 STORY FRAME 12.3' RESIDENCE 0 WOOD No. 155 O POLE F=5525 0 IN N GARAGE 6' WOOD FE ct O LU 5.7' e.s' GFL=5290 0 4.8' C1724.4' GATE LO O 22.5' ui RO OVER MAS. STOOP x 53.2 11.4 551 :3 52.0 CONCRETE STEP 0CT Q , BT#1 Z O � a BR\CK W O WATER w WATER WELL #1 Z m m N I O o WELL #3 o j ASPHALT o I o N DRIVEWAY Cl) I�' 30.0' Y U WIIZI-� o cn Z a� FE m mI0aN N 1.8'N aloesFE 112.81' 50.7v0 5'N 2.0'E 53.2 FD MON FD MON N 2401950"11/ 100.98' UTILITY UTILITY POLE POLE OVERHEAD WIRES 50,87 51.48 EDCE OF PAVEMENT 51.99 5284 49.80 PINEWOOD ROAD x 49.95 x 50.73 x 51.50 x52.10 x 5271 EXISTING; WATER MAIN -<END OF MAIN 49.47 EDGE E „K„a 5200 HOME HEATING VIA ON SITE GAS/OIL OF PAVEMENT VERTICAL DATUM NAVD 1988 NO SURFACE WATER/WETLANDS WITHIN 300' PARCEL AREA: 14,500 SQ.FT. OR 0.33 AC. "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP PREPARED AND SEALED BY A LICENSED LAND SURVEYOR IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.- 0 "COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S WATER INKED SEAL OR HIS EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY." "CERTIFICATION WELL #2 INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF RESIDENCE PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND ACROSS STREET- SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, RESIDENCE ACROSS STREET- AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION. USES USES WELL WATER RESIDENCE ACROSS STREET- CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS." USES"ELL WATER WELL WATER BOUNDARY / TOPOGRAPHIC SURVEY SITUATED IN CUTCHOGUE N M. FTi0 TOWN OF SOUTHOLD COUNTY OF SUFFOLK STATE OF NEW YORK ' O'Connor Petito , L. L . C . Land Surveying 27 Forest Avenue F .. -NN t SSP Locust Valley, NY 11560 Civil Engineering (516)676-3260 MAP DESCRIBED PROPERTY DIST.1000 SEC. 110 BLK. 3 LOT 2 DATE: MAY 23,2021 REVISED: SCALE: 1"=20' SHEET: 1 OF 1 LOT 6 100.00 — LAND NOW OR FORMERLY — — EL 50.6 NOTICE LOT 7 I LUCATORTO RESIDENCE — — LAND NOW OR FORMERLY USES PUBLIC WATER �� c — — — I 8' DIA. 12' DEEP PUBLIC WATER BUHLER RESIDENCE — USES I C. THIS DRAWING, PREPARED FOR THE SPECIFIC PROJECT Q (� LEACHING POOL INDICATED, IS AN INSTRUMENT OF SERVICE AND THE S 321 U — — �—� �! J PROPERTY OF PACIFICO ENGINEERING PC. INFRINGEMENT OR DRAWING FOR ANY OTHER PROJECT IS PROHIBITED.ANY USE FANYISALLTERATION OR REPRODUCTION OF THIS o DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN LP 16,2 CONSENT OF THE ENGINEER. � 8 DIA. 1,250 GAL N SEPTIC TANK Cn I `- 34 IMEASUREMENTS EL 49.2 EL 49.2 56'-0" 0 5-0 � 0 I SEPTIC TANK I1 1 ) A=41 .0' B=56.0' I.G. POOL I 16'X ' ' 1 LEACHING POOL z ' ' 2 A= 53. 0' B= 57. 0' II ) I I o i I � o cco N I co I I O I I I I I I EL 49.2 EL 49.2 I , I , PAVER PATIO I I I I I I � EQ 52.9 B EL 52.9 I 12'-2" I EXISTING JACUZZI SCREEN o, PORCH I I 28'-5" I LAND NOW OR FORMERLY III IN LOMBARDI RESIDENCE— I HERMY CERTIFY THAT rK IPATM SUPPLY(() AND/OR h C SPOSA;- d TL S) VCR THtS P401-CT +�1� r o•-,.rw D py USES PUBLIC WATER EL 53.0 ME BSER MY DIRCCV . 0SFD UPON A CARCrUL AND THROUi+H !STLs'�v OF S »0I�, SITE, A14G GRrL4JNDWA,1t'R CONDIM-1-NIS AU LOIS, AS t Cf10'51rD' CONFMI64 TO SV71 XX COIJ147v DMARTMENT 0V f-EALTH St�O-FS CMSMUCnON EXISTING 4 BEDROOM I 1�1Z°rANt)kPC$ N or - I 2 STORY FRAME (j1 W I HOUSE & GARAGE 1 N 00 2,264 SQ FT ... FF EL 55.25 O O O I GARAGE EL 52.9 LAND NOW OR FORMERLY I AC 1 CAMERON RESIDENCE- 1 I USES WELL WATER OIL TANK TO BE— EL 53.2 REMOVED 11 - OIL OVERED PORCH SU F_E,_OL � �C ON C.�Lr-��'A� MEN � IL-AI_`� I._.� :;[:- R ICI SI E 52.0 EL 54.3 A �i AL - CON TR(JO ED O FOFF EL 55.1 A INGLE FAMILY RESIDENCE UNDERGROUND— w I GAS SERVICE I Q I I I WATER Cate 1/20/22R-21-1704 w WELL #1 __ _......_.....__.,__ _._.—_ EXISTING OVERHEAD— M...M,.�...., ,,..,...,_.....-.....__,... ... _......_...._......_ .._.,._.._ _ O ELECTRIC SERVICE The Sewage dispo a[ and Water supply facilities at this location have been I inspected and/or certified by this Department ent CJI other agencixie and found1 I ASPHALT EXISTING WELL TO BE USED TEST HOLE O 1 I w DRIVEWAY FOR IRRIGATION ONLY I to be satisfactory FOR A MAX I SUM OF 4 �- BEDROOMS, CRAIG KNEPPLR, P.L., CHIEF wl I Office of Wastewater Management II 112. 81 rn — - - - - - - - - - - - - — - - EL 53.2 - - ELI 50.7 N 24019'50" W 100. 98' UNDERGROUND NO. DATE REVISION/ISSUE WATER SERVICE EDGE OF PAVEMENT SCTM 1000-110.00-03.00-2 LOT AREA 14,500 SQ FT RIDGEWOOD ROAD SHEET TITLE: AS—BUILT PLAN OWNER: PROJECT: KIM PALERMO PROPOSED SEPTIC FOR:EDGE OF PAVEMENT 155 PINEWOOD ROAD PALERMO RESIDENCE CUTCHOGUE, NY 11935 155 PINEWOOD ROADCUTCHOGUE, NY 11935 P.E. SEAL Of NES Y �P � � �Q'C 4QN PAC �9P I 6 0 .. qG cc Ejl�rG I N' 'E E R) ',a, � .__ ;:. .� r_ C RESIDENCE ACROSS STREET - — USES WELL WATER WATER RESIDENCE ACROSS STREET Z� '�'rt '' � 700 BOHEMIA, NYE11 116 WELL #1 8818 E 2B RESIDENCE ACROSS STREET — USES WELL WATER c<`Q a � ? GREATER THAN 150' — USES WELL WATER # GREATER THAN 150' 14 0 CC Owww (A631)98810000c.coM FROM PROPERTY O FROM PROPERTY Ralph �g 3 ngineer ENGINEER@PACIFICOENGINEERING.COM SITE PLAN I NY 0661621 NJ 24GE04744306 DRAWN BY: DATE: ENGINEER: DWG# JOB#: SCALE: SCALE:1"=10'-0" CA 1 12.22.21 1 MB SP-001.00 I AS NOTED 1 OF 1 SPECIFICATIONS REVI510N5:1:2BACOMMENT5-&13a I 1. THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THEGENERAL CONTRACTORONTRACTORS MANCE OF POTABLE I�1�OPOSI�� TWO STOR 1iN 2H NOORK CONTORACTORSHALL BEALL THECBRODUGHT ONTO THE SITE WITHOUT FIRSEXTERIEMPLOYED BY PEX, ORWALLS ORHUNHEATEDANCHES AREAS SHALL BETO ALL INSULAFIXTURES. PIPES FROM LOCATED FRE ZINGN PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW WITH INSULATION HAVING A MINIMUM R=2.0. R]ESHIAND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY THE CONTRACTOR 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. 1 TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THEE REQUIRED INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 11" DIAMETER. 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. � � (\ 1 55 PINE 00® R®■ C�UTCCAR0G'E, NY 11935 ANY WAY THE4 NOTHING "CONTRACTTHESE RBWETWEEN THEINGS MAY BOWNER AND THE CON RACTOE MISCONSTRUCTED AS IR.INC IN 36. ALL P35. AINTSANDPAINTING MATERIALS REQUIRED TO PROVIDE AND INSTALL ALL T BY THEIRING SERVICE, � � z 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS DIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIRED. = Q &Z raCEP� IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL U u- U RESPONSIBILITY. 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, p w 'AUG 18 2D21 FLOORS, SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY Q uiz 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE RETOUCHING OF PAINTING WORK IN BUILDING, LEAVING HIS WORK IN Q 20::ING HOARD OF APPEAL' AND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. PERFECT CONDITION. J F=-- /`G�1 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER & COVERED IN WET WEATHER. U T)NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND Q _z m CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING MADE READY FOR FINISHING AND SHALL RECEIVE ONE (1) PRIMING m z d CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED BY Q x YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH OWNER. Z U m 00.0 JURISDICTION AND VARIANCES. 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO L w s°gg, B. IN THE EVENT THAT NOTED CONDITIONS OR CONFLICTING CONDITIONS ARE INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF Q 2 . "r o"'GH U1 DIFFERENT THAN FIELD CONDITIONS THE CONTRACTOR SHALL NOTIFY THE NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), Q IL S �o L ix- K0°�o (51 ARCHITECT IMMEDIATELY. CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS IF REQUIRED. REL.WALL S32` - 6 � 1 J I V 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE 41. ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4 90 N THOUGH SPECIFICALLY MENTIONED IN BOTH. � rAvetL9 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN z 7 <9.t sz O 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1) YEAR OF UNHEATED SPACES TO BE INSULATED. J 1 qgE ^'EEP COMPLETION, WITHOUT ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS I❑ O<93 � � DEFECTS DUE TO POOR WORKMANSHIP OR INFERIOR MATERIALS. m O 43AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E.NS AS PER NEW YORK STATE ENERGY. u) HEAT LOSS CALCULATIONS D I 11. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. co EQUIPMENT REQUIRED FOR THE PERFORMANCE OF HIS WORK. GENERAL NOTES p _ O N°ROIIND d 51.R O s " O°OL 8 12. THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW 1. GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. O lz PAVERS rAVERs I AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS Lu CL/ EMPLOYEES. 2. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. p O -.a U I 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR z O > wnu tD.Tg9z EXISTING OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN W O TOTAL FEET VENTILATION AREA. 9ss ' d a SCREEN PORCH 4.NALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND w z `S° MAS WALL szs '41 5E'9 2•B UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL INAL MAP Z w uj rLAxrER �21.4%',„' I DURING ALL STAGES OF WORK. SPACE/INHABITABLE BASEMENT SHALL BE 20'-0" HORIZONTALLY, 8' IL! NEW FIRS /� .,' I VERTICALLY. REVIEWED BYZBA u) U' FLOOR s 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH 5. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT SEE DECISi4N 115 O ADDITION$ `a cy- xm k 11 CVRD. REQUIRED BY THE FOU;4CATIONS AND r0071NG5 AS SHOWN ON THE INTERVALS OF NOT MORE THAN [O FEET. - _ 5 a? "ti3ti;7;;` '' 7 PORCH DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND DATED��/ I b/ �ija U rn i.... ;��� "'' �' ci 1 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF D •M` 1 SHALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT. CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF 12.4' T' PKOpL3SED.•25}:<,:,,•,\ 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 3,000 SQ. FT. O wo00 •S`T,ORY'F.R,4M E;•: { '. NE SECOND AT FINAL GRADING. 0 OLE �1 FCfS6j �Af2AGE,.. �.' FLOO ADDITION 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE 0 f 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER a N i `:.. > ,j.;lam,,.-1 ' DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN FRAMING NOTES AND WOOD SPECIFICATIONS: PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH 01 22.7' VRD32 oRCH N sPP I WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 (OR SELECT STRUCTURAL tt.a szo mH«Ere s 3 1 CONSTRUCTION DEBRIS IN AN APPROVED MANNER. GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE 81 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. 3 RRa°E �I THE PLOT BY REMOVING ALL BRICKBATS, CHUCK OF CEMENT, PIECES OF 2. JOISTS AND GIRDERS SHALL RAVE FULL 3.5" MINIMUM BEARING OR AS PER w �I LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND U 5 MAUNFACTURER'S a SPECIFICATIONS. z ASPHALT THEN BRING THE PLOT TO FINAL GRACE USING THE STORED TOPSOIL tu °RIVPR'AY� M C3) 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR p W w IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS OR JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. lJ� a Q OTHER ADEQUATE MEANS. W z EL C-" /) O 4. USE 'SIMPSON' METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. G z 1 12.81 O �o asT� 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. O W snT nuE saz 21. ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A 5. TOE NAILING OF JOIST TO HEADER 15 NOT PERMITTED; USE 16 GA. STANDARD O VTILIiY f°Mo "W 100.98 Po"°`Le"`• MINIMUM BEARING CAPACITY OF TWO (1) TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. � o U POLE ARE ENCOUNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL °vER"PA°w'RFs CONDITIONS. 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER/HEADER O 22. MAIN SILLS TO BE "ACQ" DOUGLAS-FIR SIZE AND AMOUNT AS CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. 3 SLIS E°GEOFPAVL?ffAT �' INDICATED ON DRAWINGS. F- q9m PINEWOOD ROAD 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE 7 PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. .4mxmn .5m „mm xsn FROM OIL SHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO REFER TO STANDARD STRAPPING DETAILS. Fxlmx°wAmenury BE SQUARE. �ENOorM 24. ALL EXTERIOR SHEATING TO BE 1/2" "CDX" OR 1/2" EXT. GRADE 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE gM SHEATHING WITH 'TYVEK' HOUSE WRAP BACKING REQUIRED TO TRANSFER ALL LOADS. EEriEOf PAVEMFM 25. THE CARPENTER SHALL O NECESSARY CUTTING OF BEAMS, JOISTS ETC. 9, ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, COX PLYWOOD, 1 2" MINIMUM DRAWN:M.ROMANELLI THAT MAY BE REQUIRED BY OTHER TRADES. / 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES AND 6" CHECK:J.515AGLIA Tamv of sounlotn 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. CENTERS IN THE FIELD. SCAIJ=:AS NOTED ZONING INFORMATION ZONE R-4D10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE DATE: 4/8/2021 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1/2" GYPSUM WALLBOARD STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLEID. ZONING ITEM REQUIRED EXISTING PROPOSED FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR 5E USES SINGLE FAMILY COMPLIES COMPLIES PAINT FINISH OR WALLPAPER. (MINIMUM THREE (3) COATS JOINT COMPOUND- 11. PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINGS OR LOT COVERAGE MAX 2,900 SF(20X)2.226 SF(15.4X)-HOUSE 2,264 SF(15.6.7),-HOUSE UNLESS NOTED OTHERWISE ON PLANS.) AS PER PLANS. ' 241 SF (1.6%)-SCREEN PORCH 241 SF (1.6%)-SCREEN PORCH 29 INSTALL ONE 1 SHELF IN EACH CLOTHES CLOSET AND A CLOTHES 38 SF(0.3� -BACK PORCH 80 SF (0.6%)-BACK PORCH POLE UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION 114 SF(0.7�-FRONT PORCH 147 SF (1.0X)-FRONT PORCH MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 WFCM OR LATEST EDITION. 509 SF (3.5%)-POOL 509 SF (3.5%)-POOL (5) SHELVES. 37 SF (0.3X)-HOT TUB 37 SF (D.3%)-HOT TUB 30. ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON RED BRICK. 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN '+ PROPOSED SITE PLAN 3,165 SF (21.8%-TOTAL 3,278 SF(22.6%)-TOTAL ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT AGAINST THE ACCORDANCE WITH AWPA STANDARDS, NIc.■� SCALE r=Tso WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE BRICK WORK (VARIANCE REQ.) 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON; USP MAY BE SUBSTITUTED. SITE PLAN BASED ON SURVEY PROVIDED � 1Q EXISTING IS OVER 1.8z PROPOSED IS OVER 2.6% SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. SHEET NUMBER: . 2 NO CHANGE BY 0 CONNOR - PETITO, L.L.C. FRONT YARD 35'MIN 05/23/2021 REAR YARD 35'MIN. 61.1' NO CHANGE NOTE: NOTE: PLANS TO FOLLOW 2018 INTERNATIONAL ENERGY NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING �" SIDE YARD(S) 10' 24.0 NO CHAN( CONSERVATION CODE DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION I 25'AGGREGATE 11.4'-AGGREGATE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301.2(1) TAKE 401.4.1 REV1510N5: PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS GROUND WIND SEISMIC SUBJECT M DAMAGE FROM ICE BARRIER CLASS OF MATERIAL LOAD-BEARING PRESSURE] ROOF SNOW DESIGN WEATHERING DEPTH UNE TERMITE UNDERLAYMENT FLOOD pounds per square foot LOAD SPEED(MPH) CATEGORY DEPTH REQUIRED HAZARDS Crystalline bedrock 12,000 2 v z v z V z v z v a'V z'V z'V R301.2(5) R301.2(4) R301.2(2) R301.2(3) R301.2(6) R905.2.7.1 ^G1+� Ilv "41',S i V 11v 1]'V Iry \J Sedimentary and foliated rock 4,000 v MOD.TO ncCm. 20 PSF 110 MPH C SEVERE 36" HEAVY REQUIRED N/A e Sandy gravel and/or gravel(GW and GP) 3,000 �w1R s 2ND.FL AUG 18 2 zv In Sand,silty sand,dayl:y sand,slty gravel and clayey grovd CD zv z•v z•v � TABLE 3.1 NAILING SCHEDULE zoNlNaeoA .orAv AL(SW,SP,SAL,SC,GM and GC) 2000 B• 4's 4'S z'v z'V c.D. [\ REF: 2001 WOOD FRAME CONSTRUCTION MANUAL NEW BATH p3 LAUNDRY MASTER BATH I- t Clay,sandy day,silty clay,clayey sit,silt and sandy silt B'V z'V 2'V z'V W L: NUMBER OF (Cl,ML,MH and CH 1,500b I}v I)l )v tjv Wit t I v H U z JOINT DESCRIPTION NAIL SPACING ) COMMON NAILS ! �' 3 TABLE 402.2 MINIMUM SPECIFIED we v s K aw we uv uv = Q JZ ROOF FRAMING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE COMPRESSIVE STRENGTHa(fc) a u_ U O RAFTER TO TOP PLATE TOE-NAILED 2-Sd PER RAFTER Weathering potential 1ST. FL 2 v zv Q w z TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION 2 v z u 2 v B'v 2 W Q CEILING JOIST TO TOP PLATE TOE-NAILED 2-8d PER JOIST NegligibleModerate Severe C.O.. F 4'S 4'S 4•S 4'S 4•S 2'W CEILING JOIST TO PARALLEL RAFTER FACE NAILED 3-16d EACH LAP Basement walls, foundations and other concrete not exposed to the weather 2,500 2,500 2,500c BATH y2 KITCHEN BATH y1 F CEILING JOIST LAPS OVER PARTITION FACE-NAILED 3-16d EACH LAP C.O. C.O. Q z m Basement slabs and interior slabs on grade,except garage floor slats 2,500 2,500 Z50Dc COLLAR TIE TO RAFTER FACE-NAILED 3-8d PER TIE 4'S m z d BLOCKING TO RAFTER TOE-NAILED 2-8D EACH END Basement walls, foundation walls,exterior walls and other vertical ALL PIPING IN CRAWL SPACE SHALL BE HUNG FROM CONNECT Q �< RIM BOARD TO RAFTER END-NAILED 2-160 EACH END concrete work exposed to the weather 2,500 3,000d 3,000d NPI FLOOR JOISTS WIN STAINLESS STEEL HANGERS TO SEWER = L m Porches,carport slobs and steps exposed to the weather, 2,500 3,000d,e,f 3,50Dd,e,f ALL PLUMBING MATERIALS AND METHOD OF HOUSE TRAP �IIJ O WALL FRAMING and garage floor slobs INSTALLATIONS TO BE PER PLUMBING CODE Q a- 1 For SI: 1 pound per square inch= 6.895 kPa. REQUIREMENTS,INSTALLATION TO BE BY LICENSED PLUMBING RISER DIAGRAM TOP PLATE TO TOP PLATE (FACE-NAILED 2-160 PER FOOT P P q PLUMBING CONTRACTOR TOP PLATES AT INTERSECTIONS (FACE-NAILED 4-16D JOINTS EACH SIDE a.Strength at days psi. NO SCALE b.See Table R30011.2(1)for weathering potential. PLUMBING MUST BE INSTALLED ACCORDANCE TO STUD TO STUD FACE-NAILED 2-160 24" O.C. c. Concrete in these locations that ma be subject to freezin and thawin durin construction shall be air-entrained concrete in CODE PROVISIONS USING CODE ACCEPTABLE Y 1 9 9 9 MATERIALS. HEADER TO HEADER FACE-NAILED 160 6" O.C. ALONG EDGES accordance with Footnote d. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2"x4" STUD d.Concrete shall be air-entrained.Total air content(percent by volime of concrete)shall be not less than 5 percent or more 3-16D PER 2"x6" STUD than 7 percent. e.See Section R402.2 for maximum cementitious materials content. C>7 4-16D PER 2"x8" STUD f.For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to not less BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2_1601'2 PER FOOT than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. p = OR BLOCKING (FACE-NAILED) QO FLOOR FRAMING TABLE 602A2 (SSTD 10-991 W � K DESIGN WIND LOAD FOR WINDOWS AND DOORS (psf) IN BUILDINGS U }O JOIST TO SILL, TOP PLATE, OR GIRDER TOE-NAILED 4-8D PER JOIST WITH A MEAN ROOF HEIGHT (MRH? OF 30 FEET W/ BASIC WIND SPEED OF 110 mph Z O BRIDGING TO JOIST TOE-NAILED 2-BD EACH END ZONE 1 ALL ZONES INTERIOR ZONE EXTERIOR ZONE F'It.14i %IAP Q w LU z BLOCKING TO JOIST TOE-NAILED 2-8D EACH END BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-160 EACH BLOCK SIZE OF WINDOW I i i:. �:FD BY ZBA w D- LL; OR DOOR,A(SQ.FT.) POS(+) NEG(-) NEG(-) E^ECiSION# `j LEDGER STRIP TO BEAM (FACE-NAILED 3-16D EACH JOIST Lf) U JOIST ON LEDGER TO BEAM TOE-NAILED 3-8D PER JOIST 0<A<25 39 -39 -45 j,%TED�'!�1°I �I to O BAND JOIST TO JOIST END-NAILED 3-16D PER JOIST 25 S A<50 37 -38 -42 I U BAND JOIST TO SILL, OR TOP PLATE TOE-NAILED) 2-16D 1 PER FOOT 50<A<100 35 -37 -40 FOR MORE INFORMATION - 1 pound=4.45 N. U ROOF SHEATHING SEE TABLE 3.10 OF THE 100 S A<200 34 -36 -36 FCIA 1995 HIGH WIND ED a. Elevated garage floors shall be capable of supporting a 2,000-pound load STRUCTURAL PANELS 8D "D.C. 0 GABLE RAKE O.H 200<A 1 32 -35 -36 applied over a 20-squore-inch area. 5"O.C. ® PANEL EDGE DIAGONAL BOARD SHEATHING 12"O.C. ® PANEL FEILD I. THE'EDGES STW(E)Is LOCATED 1N THE CORNERS OF THE STRUCTIME AND Ex1ENDS HORR(NTALLY FROM THE 1"X6" OR 1"X8" 2-8D PER SUPPORT CORNERS IN EACH DRECTION A DISTANCE EQUAL TO 10 POMIT OF 1HE LEAST HORIZOHTALDIMENSION OF THE b. Applies to attic spaces meeting the requirements in Section R802.4.1 for BUUNG BUT NOT LESS THAN 3 FEEL ALL AREAS NOT WITHIN THE'EDGE SW ARE ORRWO TO BE IN THE conventional ceiling joists and Section R802.10.7 for trusses.Attics without 1"X10" OR WIDER 3-8D PER SUPPORT INTERIOR ZOW(). storage are those where the maximum clear height between joist and rafter is 2 MIMMUM DESIGN PRESSURE VALUES MAY BE REDUCED BY 10 PERCENT WHBR THE ROOF SIOPE IS LESS THAN OR less than 42 inches, or where there are not two or more adjacent trusses with CEILING SHEATHING EQUAL TO 10 DEGREES(A<101. R301.7 Deflection.The allowable deflection of any structural member under the same web configuration capable of containing a rectangle 42 inches high by W 3. AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES,RESPECTIVELY. the live load listed in R301.4 and R301.5 shell not exceed the values in 2 feet wide,or greater,located vrithin the plane of the truss.For attics without GYPSUM WALL BOARD 5D COOLERS 7„ EDGE 10" FIELD 4. EAPWS a CDMPONFM SHALL BE DESIGNED FOR NAIaMUN POSITIVE AND NEGATIVE PRES91R6 Table R301.7. TABLE 301 .7 storage,this live load need not be assumed to act concurrently with any other z N 5. MEAN ROOF HEIGHT SHALL BE DEONINED IN ACCORDINANCE WIN FIGURES 102A,102B AND 1020. live load requirements. UJ � WALL SHEATHING 6. BASIC WIND SPEEDS SHALL BE DETERMINED FROM FIGURE 1040. In v, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS c. Individual stair treads shall be designed for the uniformly distributed live load W a Q STRUCTURAL PANELS 8D 6" EDGE 12" FIELD ALLOWABLE or a 300-pound concentrated load acting over an area of 4 square inches, ITL Z Z STRUCTURAL MEMBER DEFLECTION whichever produces the greater stresses. " z Q FIBERBOARD PANELS TABLE 301 .5 3 LU 7/16- 6D3 3" EDGE 6" FIELD RAFTERS HATING SLOPE GREATER THAN d. A single concentrated load applied in any direction at any point along the O � 3 MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS L/180 O 25/32" 8D 3" EDGE 6" FIELD 3/12 W/NO FIN.CEILING ATTACHED TO RAFTERS tap. N o U GYPSUM WALL BOARD 5D COOLERS 7" EDGE TO" FIELD HARDBOARD 8D PER SUPPORT USE g' 20 LIVE LOAD INTERIOR WALLS AND PARTITIONS H/180 e.See Section R502.2.1 for decks attached to exterior wells. F- FLOORS AND PLASTERED CEILINGS L/360 I.Guard in-fill components(all those except the handrail),balusters and panel PARTICLE PANELS SD PER SUPPORT ATTICS WITH LIMITED STORAGE DIAGONAL BOARD SHEATHING b ALL OTHER STRUCTURAL MEMBERS L/240 fillers shall be designed to withstand a horizontally applied normal load of 50 1"X6" OR 1"XB" 1E 2-81) PER SUPPORT ATTICS WITHOUT STORAGE 10 pounds on an area equal to 1 square foot.This load need not be assumed to 1"X10" OR WIDER 3-81) PER SUPPORTa EXTERIOR WALLS W/PLASTER OR STUCCO H/360 act concurrently With any other live load requirement. DECKS 40 FINISH FLOOR SHEATHING g.Applies to attic spaces not meeting the requirements for storage per EXTERIOR BALCONIES 60 EXTERIOR WALLS-WIND LOADS °WITH L/240 footnote b.See Section R802.4.2 for conventional ceiling joists and Section BRITTLE FINISHES R802.10.6 for trusses. For attics with limited storage and constructed with DRAWN:M.ROMANELLI STRUCTURAL PANELS FIRE ESCAPES 40 o1 trusses,this live load need only be applied to those portions of the bottom CHECK:J.513AGLIA 1" OR LESS 8D 6" EDGE 12" FIELD EXTERIOR WALLS-WIND LOADS WITH L/120 chord of not less than two adjacent trusses with the some web configuration 5CALE:A5 NOTED GREATER THAN 1" 10D 6" EDGE 6" FIELD GUARDRAILS AND HANDRAILS d 200 I FLEXIBLE FINISHES containing a rectangle 42 inches(1067 mm)high or greater by 2 feet(610 DATE: 4/5/2021 DIAGONAL BOARD SHEATHING mm)wide or greater, located within the plane of the truss.The rectangle shall 5E GUARDRAILS INFILL COMPONENTS f 50 i NOTE: L=span length,H=span height. fit between the top of the bottom chord and the bottom of any other truss t£pep 4 1"X6" OR 1"X8" 2-8D PER SUPPORT member,provided that each of the following criteria is met: c e y? 1"X1 O" OR WIDER 3-81) PER SUPPORTPASSENGER VEHICLE GARAGES a 50 ° a. The wind load shall be permitted to be taken as 0.7 times v the Component and Cladding loads for the purpose of 1. The attic area is accessible by a pull-down stairway or framed opening in 1; and accordance with Section 807. 1. NPIUNG REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3 ROOMS OTHER THAN STEEPING ROOMS 40 the determining deflection limits herein. INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES.NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL b.For cantilever members, L shall be taken as twice the length of the 2.The truss shall have a bottom Chord Itch less than 2:12. BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. SLEEPING ROOMS 30 9 P + eua cantilever. ?es 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF HAILS SHALL BE PERMITTED TO BE REDUCED h. Attic spaces served by a fixed stair shall be designed to support the TO 1-16D NAIL PER FOOT. a 5HEET NUMBER: _ STAIRS 40 c.For aluminum structural members or panels used in roofs or walls of minimum live load specified for sleeping rooms. _ 3. TO RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. sunroom additions or patio covers, not supporting edge of glass or sandwich For SI: 1 pound per square foot=0.0479 kN/m2, panels, the total load deflection shall not exceed L/60. For sandwich panels i.Glazing used in handrail assemblies and guards shall be designed with a safety 1 square inch=645 mm2, used in roofs or walls of sunroom addition or patio covers, the total load factor of 4.The safety factor shall be applied to each of the concentrated ///'''��� deflection shall not exceed L/120, loads applied to the top of the rail,and to the load on the in-fill components. �� These loads shall be determined independent of one another,and loads are L assumed not to occur with any other live load. 1 NOTE DOSING CONDITIONS AS INOCAIED HAVE ON ESTAOI9ED WITHOUT CECT ACCESS To STREUCERAL COMPONENTS a ROUGH FRAI NO CONTRACTOR IS TO NOTIFY ARCLMECT IMUM ELY ONCE ROUGH FRANNc 'AUG IS 2021 HAS SEEN EFORED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAUX TO NOT"ARCHITECT MTHN 72 HODS N MDING INDICATES THE CONTRACTOR HAS TAM DOLL RMNS MW AND IS LIBEL FORA-5 NEW WORKPERFORMED. A-S ZONSNG BOARD 0 PEALS (3)2•X4'ND STUD 0 CORNETT TOP. 1 i CARBON MONOXDE DETECI06 SHALL BE DECILY CONNECTED TO UG TNG COMT N ACCORDANCE WITH O NTS CARES-MIECEWS SHALL CO10OM TD UL IOU STANDARDS 7a-B}. 1r-B�' IS'-4�• yPo_Sr 5METAL HOLD . OAMNYS WADE. 410 SMOKEESHALL BE INTRCOINE0IED E STAIiON DEN01N 5 ACCORDANCEWI1H LDOVL 1a-C 9'•1• _ In -------------------------- ---------------------------------- I U I- - ERHAUST FAN DUCRD TO EXIDNOR N BAtI11R0G6(4 Ill ION) IU r _________________ I (.__-___-__--___-_____________-, 14MS1/4'1LWD L >: FlYMRE NOTe I I I I I I SCEYYS AS PER U Z ALL MADS,MODEL.AND 001.015 OF PLUMBING FIXTURES ARE AS PER ONPOL I I I I I I SI PSON = Q S[ I I I I I BOTTOM PLATE U w v I I I I I < O w NIACIN utile NEW 10'CONC.FOUNDATION I I I I 1.BMW DE9WAORS ARE ANDERSN ANO SAALL NAVE A MGN.BESON PRESSURE AS PER TABLE SO A2 1a • WALL DOWN To 12'X2'-0' I I I I I 1 SST520 ANON BOLT Q w Z CONIC.FOOTING MIN.3'-0' I I l I FROM SSID 10-99(SPEC T-2)MPNOYFD EOIAL YAY BE SUB.STMED. ALL WIDOWS DFSIMTED AS ( I 71P.AT HOD01'M Q_ EWMS W ROWS MAll COMPLY W/ROOTS SECTION R310-EERGNCY ESCAPE AM RESCUE OPETNGS.TRE BELOW GRADE)ANCHOR I I EXISTING SLAB EXISTING CRAWL I I I � T6 MEDS EGRESS REI W09NM (ANLEASN 400 SMtiFS) :P BOLTS O B'-W O.M I I I I WJM I ON GRAD I SPACE I 1 F.J,SIM AsPER + 2 A DWELLING WITHIN 1 MILE OF TOT COAST SHALL A150 CONFORM TO RCLN'tS sEcnox R3N21.2 AND I I I I I In PROVIDE GAZING PROTECTION FROM WM40K DEBRIS Z THE BUODNG SHALL BE DBGFD AS A NEW r POURED CONGETE'RAT, I I I I SELL PLATE PARTIALLY ENCLOSED W ONG N ACCORDANCE W/THE V"K CODE OF HEN TON STATE I I I I Z SAB(4,0031 WITH 613-10X10 l I r--------------- WWF.ON PDLYETHYIFEE VAPOR I I I I 1 (1)}4 R®AR U7 1 WNDOW AND MASS DOOR AS4114ES SHALL BE ANOHMM N ACIXROANCE W/THE PUBLISHED 1 -I .. J BARNET ON 4•CDS®SIDE I I I I I I N SEAR CONE-1@1. Q O MANUFACTURERS RECOMMENDATIONS TD ACHIEVE THE DESIGN PaSSIRE SEECFM AS PER S XPON INITI&1 A-8 SMPSGN HOD DOYN ' - I BASE 011 MEAN OGTRACIED FDL I I I I I 12'lENC1H z U to OF THE ROIYS. LOCATIONS�.) r_ _, 1 b (95X OHM I I I I I a C ALL WINDOW MUWO S SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MULLIONS OCQRRIN1c I I 1 UNEXCA,DIED I L » m t I 1 1 1 REBM IFNGHI .�. O d M 0M INDIVIDUAL WWII AID GLASS DOOR ASSEMBLIES SHALL CQOOM TO SECTION R6116 ff THE � I ------ - - -------------- ----------- -------- ____ _J ______________________________ Q RCNYS I I I , .. I ANCHOR BOLT — I GAZING N DOGS AIB ENOL091RE5 FOR HOT TUBI EWfEPOOM SURAS.STEW RDOES,BATHERS AHD .o I I I I _______________ _ � I CORNER r------------------------------------- ------------------ I MTTmH tz•oF SHOWER CIAMS N ANT PART ff A @HONG WALL ENOLOSNG THESE COMPARTMENTS MITE THE BOTTOM I 1 I I FAP®EDGE ff TIE GLARING S LESS THEN 60 NOES MEASURED VERTICALLY ABOVE ANY STARING OR � 1 I 1 SLAB ON GRADE W/110HG SURFACE SMILL BE IMPACT GASS AS PER 8308.45 OF THE RO.'YS ~ $ � i I I I I I I A-6 FWNOATION WALL ALL WALLS RUNNING PARALLEL TD FLOOR JOtSTS SOIL RAVE A D6.JOIST BENEATH TYP. _ I METAL HOLD-DOWN/UPLIFT ANCHOR 1 Ln LOADS USEDI ( I I •i ANCHORS SELL PLATE AND SNCL M CONCRETE SAB SCALL£NTH m FlRSf RWR r1./5601 1 I I I 1 I t� Rf 1 LVE IDNb40 PS DEAD LOAD-10 PS TOTAL LMS W PS i SECOND ----� ------------- Q — R�r/I 5607 r-------- -w - -, 114E IDADa4 PS DEAD LOAD-10 PS TOTAL LOAD-b PS EXISTING COLUMNS T I O )[ Amc sTaRA6 hd6D I -------------------------------1 I PEIUJN TOP. I I LLI �/ UVE LOAD-ED IPS DEAD LOAD-10 PS TOTAL LIMO.3D PS 106 N/1107 l WOOD POST '® O SNOW ULE LOAD=45 PSF DEAD LOAD-10 PS TOTAL LOAD-55 PS I I I z O } I I I USE SMPSON ABA44 CO.. '®^ (REFER TO RCNYS TABLE RJ015 FOR OTHER ALLOWABLE DETTEC'EMS ON SEEP T-2) I EOSINC(JYd1. ElOSRNG(3Ja10 EASING---0 EDSnNG(J)2dO E--- (--- I I I I .L-._.—.—.—.---.—.�--.---.—.—.—.—. —.----.—.—.—.--0'.—.—.— - _ - --e---------------- I BASE OR Ed U..1 O LU STIR RO• I I I I I I /� W Z ALL IXIFRIOR WALL TIDBITS ARE TO EE(2)ZXI W/IAL'PLYWOOD SACK AND ALL NTEdOR IFADBS j I !IF—I/)7 SUNG 70 •n j FOOTING () Z w ARE To BE(2)2X8 UNLESS OTHERWISE NOTED. ALL HEADERS DNglDIG 5-a.HAVE A DE JAOC I F— REMAIN.tYP I (SE PLAN FOR SIE) •••. LLl a.- STUD L STUD WITH A SNGE I NG SICU AND ON EXTERIR WALLS SOIL HAVE A DOL BILL PLATE RTP. ALL Lk UL DESIGNATIONS ARE 9ffD BASED ON TETE CEGROA PACIFIC TABLE FOR Ai1DWASE IOW7781 LOADS-FLOOR i I I I EXISTING CELLAR i "G°'�"° E1PTa4p aT044SD52 CZ Ln U - TO X-24 G-P LAM LVL FOR MAX LYE LOM WITH LIMITED DEUMM 6 L/360. I i I I I Ln O 2T-4• COLUMN BASE - LUMBER ROIL '*'1 j EXISTING j ALL J06r AND RAMSmHC S BASO ON DOUGLAS RR-LARCH No.2(OR BETTER)W/AN FD 6 SEW A10 •N I i UNEXCAVATED I I COLUMN AS uplift loads�to--t.eabed..t SCALE,MIR AN E 6 1.600.000.(AS PER WESIWi WOW PRODUCTS ASSOCIATION SPAN TABLES) I I IU 'AW Dm"ATION BFFDS TO CURRENT ARSlic-PRE ITFATm WoW STANDARDS AND still TAKE TIEI I I ' 1 PLACE OF'6A• 1 I I 15 R®AR 12'Or-VERTICAL _ I SO-FLOOR L I I L .I.DNfO EXISTING I ALL W HAR ERS h LAG-BOLTS USED MIH'AW'PRODUCTS SHALL I I I I FOUNDATION WALL DTP. I METAL 2MC A I I I L______________________________________� I HANGER SMPSON Han DOWN LOCATIONS I I I l RNA;L I I r-----------------------------------I L ------------------J I Jasr —� R)4F;-•W' E D Fv� � 3/4 HR RATED WALL(TIL DESIGN NO 359) I j I EXISTING ________ ____ _ I _-nom`. b 5/8'TYPE Y ON GARAGE S6 OF I I I UNEXCAVATED I ---------- -------------------------; LEDGER SEI' - - O WALL 1/2'TYPE X ON DWNG'SEE I I l BOLTED TO DAT[.i, eZ: �„ DLI ' PROPOSED WALL I L------------------------- J ------------------------------------ UNEXCAVATED I I BUILDNG WALL ' - U _;,,•___+,D.>_-'' "" •-Y IL _ - L------------� I 4' COI SAB MiN Z fz IU Q0 ________________________ eV810/0 WNll OVER Z BARRIER M B•CLOSED SLOE O AND COMPACTED FN(TED) WALL W__ ____- It/ FG1NOAnN WALL L — STs o NEW DOORS/WINDOWS K 2'-* 25--r 16'-* O LEDGER DETAIL o 0 oil 70'-91' MALE.Wn O Q ® MEW'STRUCTURAL WOW POST AA ® MEP!SIRWIIRIII WOOD POSE ABOVE WOOD SO --.�.--NEW BEAN A-5STUDS O 16'0.O (REFER TO PIANS) L AS PER S SHALL BE NSTAIIID H ALL FRAMED HALLS FLOORS EMl BASE PLATE O AS PER SECTION RJ11S ff TIE OF T E UIUNO5 COMPRISIN ELEMENT. RES CODE ff NEN YaN STATE ff \VA OR�AL� 1 PROPOSED FOUNDATION PLAN •` TIE MMUUNIM SYSTEM SIAL BE INSTFl P m W TIE SCALE:t/<•=1'-0• "' PLYW9o0 SUUF1DOt BE INSTALLED AS PER CHAPTERS WART-IN-WNTEA SDE OF THE 12-24 OF THE RES CWE OF NYS INSULATION AS PER SECTION R318 OF SE PLUMBING SYSER HAFTM-E RES.CODE OF NYS. PoN 401ST OR AS DRAWN:M.ROMANELLI 25 32 OLLID As PER CHAPTERS PER PIANS zs-J2 ff THE FES WOE ff HYS WALL LLD muNc FINISIFS su11 CHECK:J.SBAGLIA HAI£A FLAME SPREAD CLASSIFICATION SCALE: AS THE 11ElECRUCAl EOIIIPYENT AND NOT GREATER THAN 2W WITH A 9100-DEVELOPED CODEX GWALL STRAPS-SMPSOY NGT ' ' ED WIRING SHALL BE DWALIED AS HFEAIER THAN 450 AS PER SECTOR A M20 COIL AP DATE: B 2Op RESPER CODE OFCWTERSNYS OF R315M INSULATION SHALL HAVE A EVERY SND SEA W FLAME SPREAD IBEX OF NOT GREATER 4 •BO A Cry? THE MWAUM INSULATION TPOOM IRAN 21 OF NOT GREATER THAN 450 AS FOR MOT HVAC PEPS SHALL BE AS PER SECTION R316 OF THE RES.CODE PER SECTION N71013 OF THE ff TOS s REI CODE OF NYS (2)2•X6''ACO • THE MINIMUM INSULATION TNLI2QES5 INTERIOR WALL WVETINGS 54ALL BE D•' SELL PLATE FOR Nor WATER PIPES SHALL BE AS D15TAllID AS PER ffWO!R7P1.J LUNCEIE OR ORl t 01"40 wf PER SECTION X11014 OF DHE AND MMOR WALL COVERINGS SHALL OF A - REI CODE OF NYS. BE INSTALLED AS PER SECTION R7O14 FOUNDATION WALL OF THE RFS CODE OF HIS O SILL PLATE ANCHORS SHEET NUMBER: 4 ANCHORS SILL PLATE AND STUD TO CH= SCALE NTS OR CON FOUNDATION WALL. 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FA6LRE M N0 Y ARONECT WORTH 72 HORS N WRITING MACA1 5 THE CONTRACTOR HAS TAM FAL RESPONSIBILITY AND IS LIBEL FOR NEV WGI(PETFOOED. A-5 A-0 A-g NYS CO ES-DETECTORS GS STALL BE O LfLY 34 STANDARDS TO NOTTING CNWIT N AOCLIDMGE WITH OX75 aDEc-OEfEi;Ias SHALL mI➢f01 m u1 2a11 srADAIDs �•_7�• 2r-3• 2,•_�r- O A9IGNHTSGDM —BE NTEPL4FECTED SN(SE SWION--I. ON—ANCE IWTX IflO1 4'_ -J' -0 ,3_,• 3'-12L1l 7-11' CSI EzC _ £l'a 1_ - Sl J• W - le 9DAIIST FAN ODCIED TO—CH IN BATIN00Y5(50 6Y LRT) r____- _----- __ 1_ AUG 18 2021 I Lu _ } NrnnF NOT'NOTF• ZONING BOARD OF APPEALS QSO IgM MENEM W/ Z ALL MAX&MODEL.AND OOLORS OF RUMM MUM ARE AS PER OWNER. O ; ROOFING ON MT ROT U a � -\ I' i : 214 S LEEPERS N/1REn W U II WN00W NOTE i, I I •o I OR EOUV.DECGNG OL W 1.MVDOW DESIGNATIONS ARE ANDERSON AND SHAU.HAVE A UN.DEMON PRESSURE AS PER TABLE 607A2 1 II .'_� MATERIAL Q W FROM ATO FROM to-s9(SIM r-2}APPROVEDAPPROVEDEQUAL9AL MAY BE esmu En WINDOWS rDws oE9aAND As B BALCONY Q _ EGRESS RtDOB6 S HML O]PLY W/Ran ELna RTIC-0 15MCY ESCAPE AM FESCUE ffF7RNGS THE SLOPE' 'SLOE a Mi ROOF -1 F TW3M6 EDEIS EGRESS IEOUL@91E7UR (A0FP3R 4001 SERIES) 1 I F 2 A DWELLING MOM 1 L[IIE OF THE WAST SHALL ALSO CONFUIN TO ROTS SECTION R301.212 AND I I .�,. Q Z PROVDE LTA GMG PRIITECDON FROM wt0-BORNE DF80.S OB THE BUILDING SHALL BE DESIGNED AS Am PARTIALLY DOMED 0=0N ACCORDANCE W/M E NADNG OmE OF NEW=STATE j + SIOBfR O1.ASS w/ f Z Co 1 WIID GLASS AAA DOOR ASSEMBLIES SHALL BE ANGNG ED IN ACCORDANCE w/THE PUBLISHED T I 1 II NAI.RUBBER WALL ANEBEIINOM. U U MA RACE�'s R MOMAT4NS TO ACHIEVE THE DESIGNPFWJE SPECIFIED AS PER SECTION R61151 (p)TwYµg z 4.ALL WINDOW BE APPLIED UREA OTHFRNSE DESIGNATED. ALL MILLIONS OCCM3NC •� - l ;'I I i .I (2 0• O O BErp13A MMAL SINAL AL MIM AND CLASS DOOR ASSEMBLIES SHALL CX=TO 9:CRCN MIS OF THE , 'i' (2). 1 I, (2 10 ROBS I a W 1 S GAZING N DOGS AND ENCLOSURES FOR HOT TUBS,WRF P001S,SALNAS,STEAM RODS,BATHTUBS AND !I ! J e SIP1flS GAMG N AM PMT ff A BRIDING WALL EROOSVG DEI OO FARTE111S WHERE THE BOTTOM I. - EIPOSD EDGE OF THE DATING IS LESS TIER 60 NCES MEASURED YWCALLY ABOVE ANY STANDING OR c ________________ WAXING SURFACE WELL BE IMPACT GAA AS PER R30B45 ff TIE ROM 11'-2' 9'-6' 8'-0' I of 1Y-11' A�B S J01S1 NOTe CABLE s ISN ALL WAIS RUNNING PARALLEL TO PLOOR DISIS SHALL HAVE A DBL JOIST BDIEATH TYP. ; '9oo1RR `yi v STUDY •ICLOSET`-- 1 ats TSZ' G STEER I I A Ln LOADS LISTED IN CALCULATIONS 'I�..gam I;" �; BATH ^I + + �=. B MASTER (h FlRST ROIYR «/3607 -. __. ♦ '1_ I BEDROOM UTE LOAh10 PS DEAD LOAD=10 PSI' TOTAL LOAD-50 PS -_ O SECOND FLOOR (LAT60) -_ _ _ -_- __- _ - _\I MCET 11 SIDE _ SELVES r.-----.---., -------.- a LIVE LOAD-30 Pg DEAD LOAD-10 PSI' TOTAL LOAD-40 PSE - - - O V[ LIVE LGAD-M PSP GED LOAD=10 PSI- TOTAL LOAD-30 Ps --I --1------_--- -_ ------- '-I AN HYACFLOOR � PROVIDE AC== � w 0� ROff fU240T -:I_ :4 .. _ �iJl� i�4J�- �• ADW E I� U O SNOW LIVE LOAD=45 PSF DFM LOAD-10 PS' TOTAL LOAD-55 PSF ••.7�'� --. - I PROT'mE IEE SDEID_ — 1r •t�'V . __ A — _---a' Dg60 MUM z O �- _ M W(REFER TO RGNYS TABLE Rbl.6 FGR cTEA ALLOWABLE OGLLCOOS ON SMEt T-2) -'I I AS PER 8905.27.1 �P __.\ /�i'_._ __ 2^X 6 PICT Gt •j W O HEM Nom, Lu ALL F%IE}tltlt WALL HFMFAS ARE TO BE(2)9(12 W/1/Y PLYWOOD SPACER AND ALL[INTERIOR READERS R __ ��I __-". _- ANG-7YP. ` g ' (� Z Wj ARE TO BE(2)2X8 LINEA OTHERWISE NOTED. ALL HEAOR6 F3IGIDNG 5'-0•SHALL HAVE A DS.JAIX — -_. -_- BATH 3 Lu 0 STIR WITH A SINGLEMESS STUD AM ON DOTIMOR HALLS SMALL HAVE A DEL SIL PLATE TTP. ALL LVL _ '•'*'F o LL (� DESIGNATIONS ESIG ATIOS AE SIM BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWAIE GRORN LOADS-ROOD 'l= I -B------- ----- l__/ S 100X-2GE G-P LAM Lfl FOR MAX LIVE NOD INTI LIMITED DEFLECTOR ff VJIRL __.I."- 1 ..-_ __ '-_-- . -. - .. _-__-._ - e BEDROOM 3 Lf) O Z. Q IS EXERCISE ROOMCATNEDRAI CODING Q) LL.�uLsn umr. - 5 5 ANE OF AND RAETEA FERC 6 BASED O DPRODUC S A MOT Na z M ABLEST)W/AN Pro ff SCO AND - FOYER B ..., M E ff 1,600.000.(M PER RTSIETON FICO PRODUCTS ASSCCATON SIM TABLES) I -I - .._ ,. -. ._-_ ________ ___, .__._ .� v • M U - t TO eaa WALK-IN SET Aar DESIGNATION REFERS ro ODRE7N1 ARSHC-FTSE TREATED M00 STANDARDS AND 9UIL TATE THE _ 1.- _ -_--_---- -- _ _ ._"� ---_-:- ---------- `' y0 PUCE ff'CCA' _ c 0 Cd 016•as ALL JCST HMGTS k LAG-BOTS USED WITH'ACO'PRODUCTS STILL 14' ,4'-g• T1'_1D• BE axc COATm - I - '-b I '-' I- -' -' --- ---¢ - _ - ^•� I (2)2 2 i i Z STEPSON HID DOWN LOCATION --I• -T=--•- ---— - _ -_ _ •I ® 71 ... ]]TWld61' I'Ij •; - ,d• +6 3/4 HR RATED WALL(UL DESIGN Na 359) •i _ _ -_B _ 1 (21202 (212 5 TYPE Y ON GARAGE SDE OFT7 -.1 _ _- _ -. `r "_ ____._ I I I ,'` 1 WALL 1/2•TYPE Y ON TING'SEE I L____-___________ '' I l IT:YIlPi EI� ! I,Ii�I �Ii 1 J;•I�Y 1II; I llfi 3 lI'II Ii I I 1I I ,ni'I; IIii II II i-2 It LLzJ O 2X4 O Z�A U_i PROPOSED FDDAnCN COAL RPROPOSED WALL STAN IN. L ----------- 7�7 -7 META R W Q 0 --mrszo �! z NEW I70OS/WNDIWs Doc tY s w B'-0• �'-�' 3'- SIr-9• �'- 3'- 2•-,0• s-„• 3'- �'-3�' r-,- O (r)❑Ln C) z5-n' 151 z O zO rEw�� 4V-7k WOOD POST 7 AVAL•MAP ® NEW STRUCTURAL ODOR POST ABOVE ---------NEW REALM �MLj STARW'M5 slut BE NSIANID NAL FIRAYFD WAILS,FLaas ARD , EVIEWWED BY ZlSF1 �PER OF NE;71YIT a ST TRE OF THE B GT� PROPOSED SECOND FLOOR PLANE "-5 E DECISION# A MOISTURE%VAP RETARDER SHALL 1 sCryE,r<•=,•_0• y� �ATEO / THE M TALLER AL SYSTEM SHALL BE INSTALLED ER THE i ' 12 24 OF TH AS PER DE(HT RS BE N-14ON S�ff THE 12-24 ff THE REI CODE ff HTS INSULATION AS PER ECDON 8318 OF THE RIIMBINC SYSTEM SEAL IHE RES.CODE OF NM DRAWN:M.ROMANELLI BE ALIID A5 PER DE OF S CHECK:J.513AGLIA 25-32 ff THE HES CODE ff NTS HALL AND AME SPREAD CLL SHALL HAVE A FUZE SPIED[USS'riGTILN SCALE:0.5 NOTED THE ELECTRICAL EQUIPI AND OF NOT GREATER THAN 207 WITH A WIRING SHALL BE INSTALLED AS SHONE-DEVELOPED INDEX ffNOT DATE: 4/8/202 I PER CHAPTERS 33-42 OF THE GREATER THAN 450 AS PER SECTION RJ15AN0 INSULATION SHALL HAVE A 5EA RES CODE OF NYS KNEE SPREAD NDEA OF NOT GEATER _ { E0'EWq THE MINIMUM—ONTIOCNIEA NDE7(OF NOTA(2EAER THINSAAN 44 ♦ � � FOR HOT HVAC PIPES SHALL BE AS PER SECTION 8316 OF THE RES CODE PER SECTION X71013 OF THE OF NYS RES CODE Or NYS r JTHE MIREMUY IN9RATION THICICESS INTERIOR WAIL COYF.IINIGS SHALL BE FOR HOT WATER PIPES STALL BE AS INSTALLED AS PER SECTION 117023 PER SECTION N11014 OF TILE MD WERIOR WALL C111111111SIAL RES.CODE OF NYS. BE INSTALLED AS PER SECTION 11703.4 OF Nilo{ ff TIE RES O)DE OF NRS. 5HEET NUMBER: A-3 REV15ION5: NOTE FFOS'MG ODHD111OR5 AS NOGiFD HAVE REM ESTABLISHED WITHOUT DOECf ACOA 10 SIRUCORR COMPONENTS NTS a ROUGH FRNllNG. CONTRACTOR 6 TO NOTIFY ARCIOTECT NYEDIATELY ONE ROUGH FRAYING HAS BEEN EXPOSED$0 THAT ACTUAL CONMS MAY BE EVALUAIED, FANUE TO HOIDY ARCINECT WT IN 72 HOURS N WING INDICATES TIE CONTRACTOR HAS TALON LL RE4OR5(HA711'AND IS MR.FOR _I NEW WORK PE]EORED. REGEA'EO NYS CO YOROImE TORS AI SCALL R TO Ul.2 34 STANDARDS DGIIING—N AGIIeANCE{HTB 2 3 4 ONYS CODES-DETECTORS SHALL cGDERI ro u1 20.W sruDAAos AUG 18 2021 ZONING BEARD Of APP:N,E � SITE DEIECIPS SHALL BE INIFRCOOEC�ED SINGLE STATION DEVICES N ACCORD-GE WITH LOCAL AFD NHS CODE. '-4' 25'-I1• '-4' 21'-5• 'lr, u ®DOOUST FAN DUCTED TO WDOOR N BATHROOMS(50(FY YHL) Lu z ALL Y&W,MODEL,AND COLORS OF RUMORED 1111TR ES ARE AS PEN OW'Dt O W I' I WINDOW NOTE Q W z 1.WINDOW DE9ORATIORS AAE AHDLIM ANO 9WL HA1•E A I N DEM PRESALE AS PER TABLE 6DU2 I . Q I--- J FROM SSTD 10-99(SHEEP T-2}AIRROHD Eg1AL YA7 BE ARBRNIFD• ALL WHOM DESIGNATED AS J EGRESS WNDOWS SHALL COMPLY W/ROM SCDOR 8310-EMERGENCY ESCAPE AND RESCUE OPENINGS THE I J � i13016 MEETS EGRESS REOIOE1/FH16 (ANDERSEN VOID SERBS) . PROVIDE 3 1/2'6'CONT.OUTTIM TTP. C� 2 A COMING W HFN 1 LLE OF THE WAST SHALL ALSO COHTRN TO RCNYS SECTION 6701.21.2 AND 1 THROUGHOUT.CONTRACTOR TO EVALUATE SITE I; Z � PROVIDE GTATNG PRDYEGTON FROM WN)-BOWIE DEBRIS MTFE BUOIDNG SHALL BE OE9QDD AS A A-8 CONDITIONS AND PROVIDE APPROVED tW I z PARTIALLY DRODSED BUDDING N ACCORDANCE W/THE BUDNC CODE O'NEW VUEf STATE GUARD'SYSTEM AS REWIRED TO NEEP(.UTTERS I AND LEADERS FREE AND CLEAR OF ALL DELBRIS ()] Z 3 WINDOW AND GLASS WOR A5MOM SHALL BE ANCHORED IN ACCORDANCE W/714:FUBUSED TO PREVENT CLOGS(TYP.) I �' Q X YANIFACTREA'S RECOMMENDATIONS 10 AGAEV£THE OESIGI PRESSURE 9'EC67ED AS PER SfCRW RG35.1 I OF THE RRR1S ,�yl -- j - I -I 1 j_i f I I y I L j III •I 1 J _ _ O Ir 4.ALL WINDOW YUUN91ALL ff APPLIED UN0F55 RCNK OTHERWISE DMGMTED. ALL WW WOCCURRING BEIWEEN NDIVIDUAL WOW AND GLASS DOM ASSEMBLIES SHALL.COFON TO SECTOR R6136 OF THE •i I _. _- __-_ ------------- . . ' , � ' AS PER R905.2.7.1 ` REV1510N5: TiECEIMD RAFTER STRAPS-SIMPSON CS20 COIL STRAP 12'MN.PER R.R. 'AUG 18 1021 FACE MAN.26' EVERY RAFTER ZONING BOARD OF Port t5 - CONTIN000S'CODRA� ROOF SHINGLES AS PER R.R.(SEE PLAN FOR SIZE) RIDGE VENT TVP.OR OVMER OVER 15/FELT PRE-ASFAIBLED 2X4 AS PER OWNER PAPER OVER 1/2'COX FLUNG CARIE TVP. RIDGE(REFER PLYWOOD SHEATHING TO PLANS) NAOED AS PER SCHEDULE TYP.ROOF ASSEMBLY 9MPSON RRHURRICANE TIE OR SEISMICA ON SHEET T-2 SEE DETAILS ON O.CS20 COIL STRAP. MOF RAFTERS(REFER TO PUNS) TINS PACE •Minimum of se—holt li m ters PROVIDE SIMPSON to achieve table foods.This LSSU210 CONNECTORS 1X6 PRE-PRNED FASCIA &tomo le designed Into hoida- 'ACO'BEAM(SEE W TO FACE IS 10-10d:1-1/2'NAILS BOARD-WRAP W/ALUM. �- PLAN FOR SI F- Distance may be haeased eithout SIZE) _ } TYP.THROUGHOUT affectm load od LU TO JOIST 6 7-Todd-1/2'NAILS BEADED _STUDS g esry .tY•porided DF/SP=2295 CONT.VENTED SOFFIT the mdlor nut is not U Z SPF/MF=1930 12' ver-torqued,•hid eedd split the = K USE'X CHANNEL O stud Q S[ O.W 1/2'J `1/2' .q�R MAX WALL FOR VINYL MOdH JCST U IL- U ATTIC FACE a40� SOFFIT VENT(TYP.) Q O Z ROOF RAFTERS O 16'D.C.REFER TO PLANS W J_ CUT BAA(PLYWOOD I2' INSTALL F 0 ALLOW A 70 AOW FAT AIR FOR SZE WASHERS CAPQ F_- NOTE:RIDGE STRAP NOT REOb WHEN 2'%4' COLLAR TIES TYP. STRONG BC�IP�B 0 CUU M TIE IS LOCATED WTHINTHE UPPER 1/3 OF TYP.WALL FRAME Z THE ATTIC SPACE AND ATTACHED TO EACH PAIR Tr S'snDsm Strmg-Tie 6'%fi''ACO'POST (Q Cn OF OPP094G FIDSA La z ,) O = ITC n O RIDGE VENT DETAIL O TYP.FLYING GABLE DETAIL O CORNER HOLDOWN ®BEAM TO RAFTER DETAIL p Q 13—o BCAI.Cs 3/i•T-0 WALS 314'-T-0 FLOOR-TO-CEILING TIE DOWN FOR 80N1?N.TB BCALS HT8 CONTINUOUS LOAD PATH ROOF S lNQ.ES AS PER SANG AS PER OWNER OVER OWNER OVER 15/FELT 1/2'RIGID INSULATION PAPER OVER 1/2'COX B (ROARD�_3) 6 PLY SHEATHING NAKED 'TM'HOUSE WRAP OVER Ln �-1 PER SHEET T-2 FIFIST ROOF RAFTERS RSR 1/2'EXT.GRADE PLYWOOD Cn AS PER PLANS WALL FRAME O 16'O.C. BATT INSUL AS PER PIANS SIDING AS PER OWNER OVER W/BATT INSIL(REFER TO PLANS) Q _ 1/2'RIGID INSULATION 3/4'T&G PLYWOOD SUBFLOOR Q PROVIDE ICE SHIELD TOBOARD 'TYYEN' ANS FOR(HQUSE WRAP OVER PI .C.(FH 2 TO 02 AS PER(ROTYS 905.27.1) 1/2'EXT.GRADE PLYW000 `�`� BATT INSULATION U Q A70— SIMPSON HURRICANE NOTdIED ROOF VALOID STUDS a 16'O.C.(RFi6T iD PUNS) v1 SIMPSON WALL STRAPS LU O 11ES O EACH RAFTER (REFER RAFTERS-TRUSSES PUNS) B/ASE PLATE PLYWOOD SUSFLOOR 11 iT1P.-REFER ro DETAIL Q Z REFER TO DETAIL (2)2'X6'ACO SILL PLATES W TOP PLATES i OVER TERMITE SHIELD OVER (� Z 21' 1/8'/FT.(WN)PITCH WALL STRAPS-SIMPSON C52 �`. 'II _SILL SEAL 17P. IZ � 0 TOP PLATE TO DOWN SPOUTS COR STRAP EVERY OTHER e: APPROK GRADE AS PER CONTRACTOR TO LOCATE SND-REFER 1D DETAIL Ir Ln O RUN PLY TO IDP OF PIANS A-1 ). 5/8 DIAMETER M 6-D.C.(MAX) PLATE W/RAFTER —7'YIN.DEPTH O 16'O.(NR ) OVER TYP. tX8 PRE-PRIMED FASCIA I W/WIN.3'%3'X1/8'WASHER AT U BOARD-WRAP W/ALUM. RIM JOIST TYR CmwL DACE PLATE AS PER WTO/TABLE 12A USE T'CHANNEL O WALL IVP.THROUGHOUT 10 CONTINUCIIS I WATERPROOF MEMBRANE U FOR SOFFIT VENT(TIP) �1 TOP PLATES - TYP.0 FDN.PERIMETER BATT INSULATION( CONT.MNYL SOFFIT VENT TO PUNS TYP.-WRAP ALUM.OVER JOISTS TIP.O 16'D.C.W/ VINYL SOFFIT IIP. RRST BATT INSULATION TYP.- OOR TO SEE PUNS M6itOR SONG AS PER OMER BATT ) 2'%4'CONTINUOUS 1/2'RIAD INSULATION NT52/C CdUIDCTOR DmLKnON(FUM TO MANS) t UGLY WAY TTP. WOOD STUDS BOARD(R-3) 12• 14-1odd-1/2'NAILS 4)/5 COM.REBM O 16'O.C.(REFER TO PLANS) LEN GF/SP-IODO 1/2'GYPSUM WALLBOARD ��HWS:WRAP SPFMF-860 2'P.C.SCREED COAT In OVER 1/2'EXT.GRADE EVERY RAFTER W F U O SOFFIT DETAIL SIESMIC TiE FLOOR/WALL DETAIL FLOORO TO FDN.DETAIL z z© O7 8 FINAL MAP o W Q BfJMFa 3/4'-T-0 PROVIDES TENSION FOR RAFTER W-ALB NTR mAL63/4'-1-0 BCALl%0/P-T-0 Z -10-STUD TO PREVENT UPLIFT. REVIEWED BY ZB a Q SEE DECISION#7> G z USE EVERY OPER NAIL HOLE Dom[ D°I UI A ROW TO PROVIDE THE LU DATED fel l�I�1 O Qz CODE-REQUIRED MINIMUM Q CENTER-TO-CENTER SPACING FOR NAILS. Q - A15 CONNECTOR 2'USED WOOD STEMS 12-Bdd-1/2'NABS 1'RIGID INSULATION DF/SP-450 ROUGH CUT AROUND Q SPF/HF=450 VENTILATION CHUTE RR CONNECTOR USED EVERY SND -AIR SEAL PERIMETER VENTILATION CHUTE d�FAqq WITH EXPANDING ATTIC INSULATION SAN 4-IOdd /2'NAILS UPUFT=130 FOAM SEALANT ALLOWABLE LOADS-415 2'X6'HANGER LU26 \7 CS20 TA30 STRAPS EVERY RAFTER - (2)2'Xfi'HANGER LUS26-2 \Tll OR LSFA30 BY 9MPSON TVP.EVERY SND 2'X8'HANGER LU28 (2)2'%8'HANGER LUS2B-2 ROOF RATERS(SEE 'fl•• F SEALANT BEAD 2'X10'HANGER LU210 PLAN FOR SZE) of SEALANT DRAWN:J.5DAG IA (2)2'X10'HANGER LUS210-2 7'PROVIDE MINIMUM •fll•' CHECK:J.SBAGLIA 2'lOY HANGER FN5210 a ETD DISTANCE ROOF RATERS(SF 1 1/2'RIGID INSULATION SCALE:A5 NOTED (2)2'Xlf HANGER HUS210-2 PLM FOR SZE) IEDGER(SEE MANS FOR EXTERIOR INSULATED WALL DATE: 4/8/2021 JOIST HANGER rEQUAL NUMBER OF ` 5EA PECIFIED NAILS JOIST OR EACH ENO. RAFTER NOTE FOR ALL OTHER JOIST HANGERS REFER TO THE LEDGER(SE PLANS FOR 1'IND VIBRATION AS ATTIC LIVE BAFFIE AIT SIMPSON CATALOG DIRECTLY. SZE) APPROVED E0.MAY BE SUBSTITUTED r OFACE MOUNT JOIST HANGERS 10 FLOOR TIE ANCHORO SHED ROOF CONNECTION DETAILS WOOD STUDS 12 AIR SEALING DETAIL BCALE33 PETAL PROVIDES FLOOR-TO-FLOOR TENSION CONNECTION WALt3 RT8 SCALE,KT8 SCIA I NIS 'FLEET NUMBER: NP- 1 REV151ON5: T��il4D TUB SURROUND BOARD 'AUG 18 2011 'US UNFF' TUB SURRI ZONrIiG BOARD OFARp�c I (BEYOND--- -TUB UNEF- CONTINUOUS B OF INSTALL PLUMBING AT SEALANT INTERIOR INTERIOR VERTICAL CHASE PROVIDE BLOCKING AT 1'RIGID INSULATION ROUGH CUT AROUND PROVIDE INTERIOR SHEATHING ATUD CAVITY AT TUB _ VENTILATION CHUTE VENTILATION CHUTE AT EXTERIOR WALL PRIOR L() RIOR WALL TO INTERIOR WALL ASSEMBLY INSULATED EXTERIOR l,q -AIR SEAL PERIMETER ATTIC INSULATION STUD WALL WITH EXPANDING FLOOR ASSEMBLY THIN-PROFILE WALL W = FOAM SEALANT SHEATHING INTERIOR VERTICAL CHASE— CONTINUOUS BEAD O U (_- INSET BAND JOIST INTERIOR INTERIOR SEALANT W = } PROVIDE INTERIOR SHEATHING WALL CAVITY INSULATION WALL AT EXTERIOR WALL PRIOR ~ U Z 1 12'RIGID INSULATION TO INTERIOR WALL ASSEMBLY = OC MUDSILL EXPANDING FOAM U Q 1L SILL SEALER WOODFRAME �/ () W CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT FLOOR ASSEMBLY— Q lu lu z OF SEALANT FOUNDATION WALL Q F- J LADDER BLOCKING AS REQ10 J H 1 1/2'RIGID INSULATION INSULATED EXTERIOR WALL LADDER BLOCKING AS REQUIRED EXTERIOR INSULATED WALL INSULATED EXTERIOR WALL (. F- Q z 91 m 1'RIGIDINSULATIONASATTIC EAVE BAFFLECU7 INSET BAND JOIST AT MUDSILLI/112'RIGID INSULATION AIR SE/WNG AT CORNER VERTICAL BATHTU6 CHASE AIR SEALING AT CORNER VERTICAL CHASE AIRS— G BEHIND TUB WITH THIN-PROFILE SHEATHQILJ x Z U m L D� O :5Q Q D VF UOUS BEAD OF SEALANT m OUS BEAD OF ADHESIVE ASSEMBLY— OUS BEAD CONTINUOUS BEAD OF ANT E FLOOR ASSEMBLY— SEALANT CONTINUOUS BEAD OF FLOOR (JJ o ASSEMBLY- SEALANT AT EXT I EXTERIOR WALL RIO INTERIOR WOOD FRAMED WALL ( OL ASSEMBLY AT EXTERIOR WALL PRIG � OL TO SOFFIT ASSEMBLY 1R'GYPSUM BOARD t7 GYPSUM BOARD (Z O WOOD FRAME SOFFIT DRYWALL CLIP V } UOUS ASSEMBLY CONTINUOUS EAD DRYWALL CLIP W O ANT PROVIDE INTERIOR SHEATHING OF BE rN W Z AT EXTERIOR WALL PRIOR _Z TO SOFFIT ASSEMBLY WOOD FRAML$pFFIT INSULATED EXTERIOR WALL W W UOUS BEAD INSULATED EXTERIOR WALL ^^'' R GYPSUM WALLBOARD CONTINUOUS ASSEMBLY EXTERIOR WALL SHEATHING LL AS AIR BARRIER OFDSEALA TS BEAD EXTERIOR WALL SHEATHING Ln O CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST AIR SEAL AT BUILT-OUT SOFFIT AIR REAL AT CABINET SOFFIT//TWO-STORY I 2-STUD CORNER WITH DRYWALL CLIPS INTERIOR INTERSECTING WALL WITH DRYWALIJCLIPS = iaL MAP U .�VIEWED 13Y ZBA 'BEE DECISIO #—1570 DATED )2Q w ATOC IRSULATON W H ATOC ROOK FRAMING U ra(ro w9AAnOv'R-vuBE/oEFnl PER L1DlAlE' / z z , CWRMBE IiAMSIRIPMG AT RIMER TF EN09RE uj 91E BOLT ATRC ENQ091RE-IEDUNCALLY SURED / �_ w ATTIC INSULATION Q Q ELECTRICAL WIRE Z w tu PLUMBING PIPE LATTICACCESSTO USS F Q Z W NTERIOR OF —TOP PLATE TOP PLATE—� SULATION EXPANDING FOAM SEALANT ONSULATION EXPANDING FOAM LIECIMCA-LATW TO Ii�S11E Q SEALANT WALL STUD SEAL AT x>:1TlmssnawR+s CONTINUOUS BEABB T O ACCESS PANEL WITH PERIMETER SCREWS PROVIDE INTERIOR SHEAT WALL STUD O DRAW ACCESS PANEL SNUG TRIM AS REQUIRED EXTERIOR WALL AND CEIL G P NA��,�PUL DOM STAR FINISH CEILING TO SOFFIT ASSEMBLY O B OF SEALANT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION O AIR SEALING AT ATTIC HATCH!/FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION c O WOOD FRAME SOFFIT ASSEMBLY DRAWN:M.ROMANEW —INTERIOR CHECK:J.513AGLIA CABINETRY— SCALE:AS NOTED ALING AT ATTIC POLL OODATE: 4/8/2021 AIR SEYM Al TIC STAR AIR SEAL A7 CABINET SOFFIT/I SINGLE-STORY 5EA D`�1QIED AW� I- ``as SHEET NUMBER: NP-2 . Generated by REScheck Web Software Com=pliance Certificate Project New York State Energy and conservation Code Energy Code: 2018 IECC Location: Lutsh9,gLm, Mew York Construction Type: Single-family Project Type: Addition Orientation: Bldg.faces 0 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 155 Pinewood Road Palermo John 5baglia Cutchogue, NY 11935 155 Pinewood Road john Sbagila Architect Cutchogue, NY 11935 1050 West Shore Road Mill Neck, NY 11765 5169223293 jsarchl2@aol.com 10 Compliance: Compliance: 31.7%Better Than Code Maximum UA: 379 Your UA: 259 Maximum SHGC: 0.40 Your SHGC: 0.27 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.estlmate.of.energy.use or cost relative to a minimum-code home. Envelope Assemblies AssemblyOross Area Cavity Cont. or ° Ceiling: Fiat Ceiling or Scissor Truss 1,536 30.0 30.0 0.017 26 Wall:'Wood-Frame,"1G"o.c. 2,768 15.0 1.5.0 -0.034 83 Orientation: Unspecified { iradow=1; '�egdf n 34.0 .031 0 ADS SHGC: 0.27 Orientation: Unspecified 7-oor:rid1 ooci:J ist truss sl' £3 '190 -L1� . Compliance Statement: The proposed building design described h lans,specifications, and other calculations submitted with the permit application.The propos uildin he 2018 IECC requirements in REScheckVersion : REScheck-Web and to complywiththe ory r s'iisted'i eck InspecEionChe-CIMist. —z/ Name-Title Signat ate or NO� Project Title: New York State Energy and conservation Code Report date: 04/26/21 nata.filename: Page 1 of 9 CREScheck Software Version : REScheck-Web VJ Inspection Checklist Energy Code: 2018 IECC Requirements:•0:0%•were•addressed 1directlyin•the•RESchecksoftware Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that-table Js provided. Section ' Plans l/erified Field Verified- T Pre Inspection/Plan.Rewew- Complies7 •Comments/Assumptions.. Value, Value 103.1, Construction_drawings-and L7Complies 103.2 documentation demonstrate _ . . ❑Does Not [PR111 energy code compliance for the building envelope.Thermal _ ❑Not Observable ; envelope represented on ❑Not Applicable ;construction documents. x 103.1, '_C onstruction.drawings.and ❑Complies 103.2, 'documentation demonstrate Does Not 403.7 ;energy code compliance for [PR311 lighting and mechanical systems. []Not Observable ; ;Systems serving multiple i- ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial'Provisions. 302.1; 1 Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7. ;sized per ACCA Manual S based : Btu/hr Btu/hr ❑Does Not [PR2F on loads calculated per ACCA ; Cooling: Cooling: ❑Not Observable ;Manual J or other methods ; Btu/hr ; Btu/hr {approved by the code official. ❑Not Applicable i Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New York State Energy and conservation Code Report date: 04/26/21 Data filename: Page 2 of 9 Section,: :# Foundation'fnspection Complies? Comments/Assume#ions &Rega® . 303.2:1;`•;A protective covering is installed to ❑Complies [Ff3T-I]2:,;::: protect exposed exterior insulation '[]Does Not Sandextends a minimum of 6 in. below ;grade. ;❑Not Observable UN-ot:Applicable ; A93.9'-'i::.`,;Snow-and ice-melting system controls ❑Complies [F0,12], installed. ❑Does Not ':❑Not Observabie []Not Applicable Addittonai-Commeritslp►ssumptions: 1 High Impact(Tier 1) 1'2; Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: New York State Energy and conservation Code Report date: 04/26/21 Data filename: Page 3 of 9 Section . Plans Verified.--- Fee1d,V®rified Framing"t Rough In Inspection ComJesi Co mmentslAssum�tions, &Req i®, Value Value 402.1.1, :•Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402:3.-1, average). ❑Does Not table-for valves. 402.3.3, 402.5 ;❑Not Observable EfR2]1 ❑Not Applicable 303.1.3 ll-#aotors.af:fenestration,products •`;_ ' `'. ❑Complies [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table, '[:]Not Observable ❑Not Applicable 402,4,1.1 :Air barrier and thermal barrier ;❑Complies [FR23]1 installed-per manufacturer's r ODaes:Not instructions. J4 ❑Not Observable '[]Not Applicable 402.4.3 :Fenestration that is not site built :;❑Complies [FR20]1 lis listed and labeled as meeting <y❑Does Not :AAMA/WDMA/CSA 101/i.S.2/A440 ;❑Not Observable '. or has infiltration rates per NERC 400 that do not exceed code ❑Not Applicable ; limits. 40245 IC-rated recessed lighting fixtures —Complies [FR16]2 .,,sealed at housing/interior finish ;❑Does Not ,and labeled to indicate s2.0 cfm r ';leakage at'75'Pa. Y❑Not"Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ;❑Complies [FR12]1 �insdlated >="R--8 where duct`is .❑Does Not >= 3 inches in diameter and >= :R-6 where < 3 inches,Supply and :,❑Not Observable ; rreturn"ducts in otherportions:nf ° r.❑Not-Applicable the building insulated >=R-6 for b diameter>= 3 inches and R-4.2 r ;for-<-3•inches,in,diameter, 403.3.2 ;Ducts,air handlers and filter _❑Complies [FR13]1 Iboxes are sealed with ❑Does Not Jointslseams-compliant with ❑Not Observable ;International Mechanical Code or :International Residential Code,as," ❑Not Applicable ;applicable. 403.3cS ;Building cavities are not used as ❑Complies [FR15]3. ;ducts or plenums, i❑Does Not {❑Not Observable Not Applicable 403:4-= °;HVAC piping-conveying-Fluids R R- '❑Complies [FR17]? ;above 105°F or chilled fluids ;❑Does Not below 55 4F are insulated to ?R- ,3 ' Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC - ,OComplies [FR24]1 piping. = =•❑Does"Not _-,[]Not Observable ' r❑Not Applicable 403,5.3 . Hot water pipes are insulated to R- R- ❑Complies j❑Does Not _ °❑Nat Observable ❑Not Applicable 403.6 Automatic_or._gr-avity.dampers_are "❑Compli_es [FR19]? .. installed on all outdoor air -]Does Not j intakes and exhausts. `.;❑Not Observable `❑Not Applicable 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New York State Energy and conservation Code Report date: 04/26/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New York State Energy and conservation Code Report date: 04/26/21 Data filename: Page 5 of 9 J section Plans Verified .Field°Verified,.: # :Insulation=Inspection' Complies? Comments/Assumptions;" &Req:ID.•' . Value Value' 303:1` All installed insulation is labeled I `=-`_ ,❑Complies [INI3]2 iorr-the installed'R-values ❑Does Not provided. '. .❑Not Observable 1 y ❑Not,Applicable 402.1.1, ;Floor Insulation R-value. R- R- ;❑Complies :See the Envelope Assemblies 402.2.6 E] Wood '❑ Wood °❑Does Not table for values. [INl]1 ❑ Steel. ;❑ Steel ;❑Not Observable ❑Not Applicable l 303.2, ;Floor insulation installed per ❑Complies 402.2.8 :manufacturer's instructions and _ - ❑Does Not [IN2]1 }in .ubstantial_contact.withAhe 'underside of the subfloor, or floor i []Not Observable framing cavity insulation is in '- _ ❑Not Applicable j_contact-with-the top side-of :sheathing, or continuous :insulation is installed on the underside of floor framing and 1 extends from the bottom,to the s :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies :See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑.Mass -❑Not Observable requirement applies (FR10). E] Steel E] Steel ❑Not Applicable ; ' I 303.2 ;Wall insulation is installed per ;❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New York State Energy and conservation Code Report date: 04/26/21 Data filename: Page 6 of 9 Section", Plans Verified Field:Verified .` Final.Inspection Provisions Complies? Comitieiits/Assumptions,; - •Value ..Value ` &Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies See the Envelope Assemblies :402 2:1, ;Q Wood Wood ❑Does Not (table-for values. 402.2.2, El Steel ;E] Steel ❑Not Observable ; 402.2.6 [FI'1]1 ❑Not:Applicable ,03:1.1.1, 'Seiling:insulation.installed,,p.er '❑Complies 303.2 manufacturer's instructions. '❑Does Not [F]2]1 ;Blown insulation marked every ; 300 ft2. ❑Not Observable =';❑Not Applicable 402,2_,3Vented attics with air permeable +❑Complies [FI22Iz_ -insulation include baffle adjacent , QDoes.Not to soffit and eave vents that extends over insulation. - ❑Not Observable ; ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- Complies [FI3]1 'insulation >_R-value of the '❑Does Not ;adjacent assembly. .0Not:Observable ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F[17]1 �ach'in'Climate'Zones"1=2, and []Does Not :<=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to i cfm/100 cfm/100 ;❑Complies [FI27]1 'determine air leakage with ft2 ft2 ❑Does Not either:•Riough4n`test:Total ;leakage measured with a ❑Not Observable ;❑Not Applicable pressure differential of 0.1 inch �w,g.-acrass•the-system•including 'the manufacturer's air handler ;enclosure if installed at time of :test..Postconstruct[on_test;Total leakage measured with a ;pressure differential of 0.1 inch :w.y..across_the_entire system 'including the manufacturer's air handler enclosure. 403.3.4 �D.uct fig htness:test;res uIt.of.<=,4 ; cfm/100 :cfm/100 :E]Compli.es [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not :<=3 cfm/100 ft2 without air ;handler@_25.Ea..FiDrrAugh-in ❑Not Observable . tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3:21 :Air handler:lea kage--designated } Llcomplies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ` Programmable thermostats ;❑Complies [FI9]2" - installed for.control of..primary = J❑Does.Not heating and cooling systems and initially set by manufacturer to i" -❑Not Observable code specifications. ;❑Not Applicable 403.1:2.,' Heat pump thermostat installed _ ❑Complies [1`I10]2'' ion heat pumps. .] ❑Does Not ❑Not Observable ' ❑Not Applicable 403.5.1 - ;Circulating service hot water '❑Complies [FI11]2 ':systems have automatic or ❑Does Not accessible manual controls. '❑Not Observable ❑Not,Appilcab[e 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 73- Low Impact(Tier 3) Project Title: New York State Energy and conservation Code Report date: 04/26/21 Data filename: Page 7 of 9 • Section Plans Verified." Field:Verified- ff Finallnspection-Provisions Complies? Comments/Assumptions.. & Req.ID Value Value 403.6.1 ;All mechanical ventilation system ,❑Complies [F125.12 !fans not part of tested and listed ;!]Does Not HVAC equipment meet efficacy ; i and air flow limits per Table { ❑Not Observable R403:6:1, ❑Not.Applicable 403.2 "` `,Hot water boilers supplying heat ;❑Complies [FI26]2 ithrough one-or two-pipe heating `°'❑Does Not ;systems have outdoor setback control to lower boiler water a❑Not Observable ?temperature based on outdoor " . ❑Not Applicable ttemperature. 403.5.1.11 i Heated water circulation systems []Complies [FI28]2 4have a circulation pump.The El Does Not ?system return pipe is a dedicated ',[:]Not Observable return pipe or a cold water supply-- pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are ; no present. Controls for i circulating hot water system -pumps start-the-pump-with signal ; for hot water demand within the occupancy. Controls :automatically turn.off_the,pump 'when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2.`Electric heat trace systems = - '❑Complies (FI29]2. _ comply with IEEE 515.1 or UL t. `: i❑Does Not 515..-Controls automatically adjust the energy input to the '❑Not Observable ' heat tracing to maintain the ❑Not Applicable ;desired water temperature in the y piping 403:5.2 ",;Demand recirculation water ❑Complies [FI30.]2 Lsystems:have_coritrols,that .❑Does Not manage operation of the pump and limit the temperature of the E]Not Observable ; Fwater entering the cold water =❑Not Applicable i .:piping to<= 1049F. 403.5.4 - f Drain water heat recovery units _ '❑Complies [F131]? - :.tested:in.a•ccordartee.with CSA ;❑Does-Not B55.1. Potable water-side = ;❑Not Observable ;pressure loss of drain water heat :recovery units< 3,psi for ❑Not Applicable individual units connected to one ;or two showers. Potable water- : !side pressure loss of drain water heat recovery units <2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies [FI6]1 fixtures have high efficacy lamps.?- ` ❑Does Not ❑Not Observable F ;❑Not Applicable 404.131 ' {Fuel gas lighting systems have - ,❑Complies [FI23] no continuous pilot light. ❑Does Not c 2 ❑Not Observable - -❑Not-Applicable 40.1.3 !Compliance certificate posted. ❑Complies [FI712 _ ❑Does Not '.❑Not Observable I ? '❑Not Applicable 1 High Impact(Tier 1) 12:1 Medium Impact(Tier 2) 13 JLow impact(Tier 3) Project Title: New York State Energy and conservation Code Report date: 04/26/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified :# Final lrrspection Pravis�oris Campl�es� Comments/AssumpEions &Reg 1®„ Value Value 303:3 ;Manufacturer manuals for ; M a 2018 IECC Energy Efficiency Certificate Insulation,Rating R-Value Above-Grade"Wall 30.00 Below-Grade Wall 0.00 Floor 38.00 .Ceiling./Roof _60.00 Ductwork (unconditioned spaces): Glass & Door Window 0.31 0.27 Door CoolingHeating & Heating System• Cooling System• Water Heater• Name• Date: Comments PLUMBER CERTIFICATION AP R VEDAS NOTED ON LEAD CONTENT BEI=opi CERTIFICATE OF.00CUPAN(. DATE: �' B•P:# 7 FEE: - SOLDER USED IN WATER �� SUPPLY SYSTEM CANNOT NOTIFY -BUILDING D:-R. RTMENT AT . EXCEED 2/1,0 OF I% LEAD 76571802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PLUMBING. 2. ROUGH - FRAMING & PLUMBING ;ALL PLUMBING WA tE 3. INSULATION TWAT, _LINES NEED 4. FINAL - CONSTRUCTION MUST w� �:� �JRE C01/•ERING BE COMPLETE F'): r.0, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION RECtU1RE0 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIR AND CONDITIONS OF TRUSS PLACARDING REQUIRED SOUTHOLD TOWN ZBA D SOUTH9E8 40WN-TREISTEES DO.NOT PRO EED WITH,' N FRAMING UNTIL SUiVEI bF,FOUNDATION LOCATION It'HAS SEEN APPROVED. XUPANCY OR USE IS UNLAWFUL Blower door 'NITk�OUT CERTIFICATr- and ductwork testing required. :-)F OCCUPANCY Must provide Manuals RETAIN STORM WATER RUNOFF D,J and S as per PURSUANT TO CHAPTER 236 NYS Energy Code OF THE TOWN CODE, All exterior Iighting installed, replaced or repaired shalt, to Chapter of the-�o ter 172 H'n Code SPECIFICATIONS REVISIONS: 1 : Z13A COMMENTS - 8/13/21 1 . THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE r 4:COMMENTS- 1/4/22 w(a s r. GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL BE 3/4" THE WORK OF ALL THE SUB-CONTRACTORS EMPLOYED BY HIM. PEX, "K" TYPE, WITH 1/2" BRANCHES TO ALL FIXTURES. PIPES LOCATED IN 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM FREEZING PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW WITH INSULATION HAVING A MINIMUM R=2.0. AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE CONTRACTOR TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE REQUIRED 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 1 " DIAMETER. 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL In 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. _- 9 cm tj m U O" U 4. NOTHING ON THESE DRAWINGS MAY BE MISCONSTRUCTED AS MODIFYING IN 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, U w - iNl IF'o"'WOOD RD . 'o HOA y Mm ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. W L_: ® 1 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS F= U z COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS � rRE SIZES AND CALCULATIONS FOR 2" RAIN FALL DIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIRED. = Q IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL w 100 .0 F AREA = 1,856 S.F. RESPONSIBILITY. 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, 5V / Q O z „ ____ F AREA = 160 S.F. FLOORS SASH ETC OF ANY PAINT AND DO ALL NECESSARYO 0 0IGALL8 1.2'W � A =2016 S.F.x�2)FT=336 C.F. 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE RETOUCHING OFA PAINTING WORK IN BUILDING, LEAVING HIS WORK IN Q � � T.W S32 6'W DFENCE , AREQUIRED=336C.F. AND VERIFY ALL CONDITICNS AND SHALL BE LIABLE FOR SAME. PERFECT CONDITION. J I_- � 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 38 ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER & COVERED IN WET WEATHER. 0 � o.s'w • --- PROPOSED: (2)4'-0"H X 8'-0"DIA.RINGS(4'-0"EFF.DEPTH)WITH 8'-0"DIA.CAP. 49.0 NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND Q z c� N PROPOSED INTERNAL VOLUME = 168.9 EACH-(168.9)(2)=337.8 FTCD Z PAVERS CONFORM TO THE NEW YOLK STATE UNIFORM FIRE PREVENTION AND BUILDING MADE READY FOR FINISHING AND SHALL RECEIVE ONE (1 ) PRIMING z 49.1 49.2 24„TREE O REQUIRED=336.0FT3 CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED BY Q x y 49,2 O 49.3 ;y O PROVIDED=337.8FT YORK STATE ELECTRICAL Ah!D PLUMBING CODE AND/OR LOCAL CODES WITH OWNER. Z m JURISDICTION AND VARIANCES 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO = � ,� STORM DRAINAGE SYSTEM DESIGNED TO STORE RUNOFF PRODUCED � W BY A 2"RAINFALL 8. IN THE EVENT THAT NOTED CONDITIONS OR CONFLICTING CONDITIONS ARE INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF 0 O p oL z RUNOFF COEFFICIENTS: ROOF/PAVED AREA= 1.00 NATURAL GAS-FIRED HEATING BOILER RADIATORS OR EQUAL), Q a-- N EQUI IN GROUND (2)8'Ox4' STORM o 518 . RUNOFF COEFFICIENTS: GRASS/LAWN = .35 DIFFERENT THAN FIELD CONDITIONS THE CONTRACTOR SHALL NOTIFY THE CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS IF REQURED. O SWIMMING POOL WATER RINGS g • CONNECTION TO DRYWELLS TO BE A NEW 6 PVC PIPE SDR 35 ARCHITECT IMMEDIATELY. O 16'"32' . MINIMUM 10'SEPARATION FROM ALL PROPERTY LINES AND 20' 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE 41 . ALL EQUIPMENT AND MATERIA FURNISHED SHALL BE INSTALLED IN PAVERS PAVERS W/SOLID COVER SEPARATION SHALL BE MAINTAINED BETWEEN STORM DRAINAGE AND I (168 C.F.) SEPTIC SYSTEMS SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. TW=48.48 BW=48.48 THOUGH SPECIFICALLY MENTIONED IN BOTH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN 4 WALL IO.T z / l� o"xlGx 49,2 ¢ I I 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1 ) YEAR OF UNHEATED SPACES TO BE INSULATED. 0.5's4 a 3 SCREEN PORCH COMPLETION, WITHOUT ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY 1 � % Ln 49,4 ;' 52.9 524 52.9x t2g� DEFECTS DUE TO POOR WORKMANSHIP OR INFERIOR MATERIALS. MAs.wALL AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. m W PLANTER21;.4 11 . THE CONTRACTOR SHALL, PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. NEW FIRS PAVERS / EQUIPMENT REQUIRED FOR THE PERFORMANCE OF HIS WORK. - ' � /� � " - GENERAL NOTES: Q FLOOR A a x,7, --- : <'% : ,,y 12 THE CONTRACTOR SHALL. BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW ADDITION o 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. O � a f ;y AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HISry CLI REMOVE HO TUB w °' i. ` `: . ,R �h� . W v�;> �. �, EMPLOYEES. 4 CAP ALL LINES, ` 2. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS U C) O X � ' 13 THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS BURIED OR >- y , / : , �- NE SECOND Z O ELECTRICAL ETC. �/kd0 &&E ; �% x. ';�" 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN AND MATCH 12.4 `X" y ; �� ;,yv\ :,r FLOOR ADDITION OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH lL1 O �1 wooD ST� �1' :RAMS OWNER. TOTAL FEET VENTILATION AREA. L...� AVERS AS REQ. x >? W POLE i� � H SE x ;,\�ARgC ,; ;: :;; NEW EGRESS 14 ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND Liu . ; ,.. �y <' W� DOW 4. FIRESTOPPING OF CONCEALED SPACES SUCH AS EAVES CRAWL ® ;: � u _ � . �.�, ,�� UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION z D SPACE/INHABITABLE BASEMENT SHALL BE 20'-0" HORIZONTALLY, 8'-0" �. / <" '{ 6'WOOD FE I 4 W cV __ _-- Lu - 0 (� % ., ;" - DURING ALL STAGES OF WORK. 01 ' 00 VRD. PORCH CH cv": 4'5 �x`i3,2 GATE VERTICALLY. � Ln 22'7 32.OR :, N I 15. THE CONTRACTOR SHALL. EXCAVATE THE GROUND TO THE DEPTH 5EXERIOR CORNICES & EAVE' SHALL BE FIRE-STOPPED AT Ln 0 x , _j 1.4 CONCRETE 54,3x � ,' � REQUIRED BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE INTERVALS OF NOT MORE THAN 2Cr FEET. - _ w DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND U SHALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT. 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF U W a 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LA:�CER THAN 3,000 SQ. FT. o ASPHALT AT FINAL GRADING. 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE -� U DRIVEWAY U ww ww , , �i w 04 W p (2)8 Ox4 STORM N 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER o g Q WATER RINGS FE, DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN t CX? °Q W/SOLID COVER 1.8N �, FRAMING NOTES AND WOOD SPECIFICATIONS. .9 3 o (168 C.F.) FE PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH 112 . 81 0 Q 4.0'E� 53.2 WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 (OR SELECT STRUCTURAL 50'' CONSTRUCTION DEBRIS IN AN APPROVED MANNER. GRADE OR BETTER) WITH MINIMLIM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE FD MON 0 )5 UTILITY 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1 ,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. UTILITY EITY 5 W 1 O O . 9 U POLE THE PLOT BY REMOVING ALL BRICKBATS, CHUCK OF CEMENT, PIECES OF OVERHEAD WIRES LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND 2. JOISTS AND GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER U THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. MAUNFACTURER'S SPECIFICATIONS, z 51.46 EDGE OF PAVEMENT 51.99 52.84 W 49.80 PINEWOOD 11® D 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING 3. BRIDGING OR SOLID BLOCKING��SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR C) Lu x5150 IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS OR JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. (II Q Q x 52.10 x52.71 III x49.95 xsa73 OTHER ADEQUATE MEANS. ' v CL/ D_ EXISSTINGWAT,ERMAIN � � � END OF MAIN 4. USE SIMPSON METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. 49.47 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. >_ O Lu'E EDGE OF PAVEMENT 5�- -- 21 . ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A 0 TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD O �MINIMUM BEARING CAPACITY OF TWO (1 ) TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. O PROPOSED SITE PLAN ti ARE ENCOUNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL � U SCALE: 1" = 16-0" CONDITIONS. 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER/HEADER 0 TOWN OF SOUTHOLD » » CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. SITE ALAN BASED ON SURVEY PROVIDED ZONING INFORMATION ZONE R-40 22. MAIN SILLS TO BE AGQ DOUGLAS-FIR SIZE AND AMOUNT AS BY 0 CONNOR - PETITO, L.L.C. INDICATED ON DRAWINGS.ZONING ITEM REQUIRED EXISTING PROPOSED 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE 7• PROVIDE SIMPSON HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND 05/23/2021 CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. USES SINGLE FAMILY COMPLIES COMPLIES LOT COVERAGE MAX. 2,900 E (20%) 2,226 SF (15.4%)-HOUSE 2,264 SF (15.6%)- HOUSE FROM OIL SHAKES AND l�4FGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO 241 SF (1.6%) -SCREEN PORCH 241 SF (1.6%) -SCREEN PORCH BE SQUARE. REFER TO STANDARD STRAPPING' DETAILS. 38 SF (0.3%) - BACK PORCH 80 SF (0.67.)- BACK PORCH 24. ALL EXTERIOR SHEATING TO BE 1/209 "CDX" OR 1 /299 EXT. GRADE 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE 114 SF (0.7%)- FRONT PORCH 147 SF (1.0%)- FRONT PORCH SHEATHING WITH 'TYVEK' H:)USE WRAP BACKING REQUIRED TO TRANSFER ALL LOADS. FINISHED GRADE 509 SF (3.57.)- POOL 509 SF (3.5%)- POOL 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. SOLID CONC DOM `r PRECAST 37 SF (�0.3%)- HOT TUB 37 SF (0.3%)- HOT TUB THAT MAY BE REQUIRED BY OTHER TRADES. 9. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1/2" MINIMUM DRAWN: M.ROMANELLI CONC. 3,165 SF (21.87.)- TOTAL 3,278 SF (22.67.)- TOTAL 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES AND 6" CHECK: J. SDAGLIA 4" DIA. SDR 35 PIPE o COLLAR ' (VARIANCE REQ.) CENTERS IN THE FIELD. AFTER SEPTIC TANK ® ;� 27. ALL INTERIOR FINISHES' COLOR STYLE AND MATERIAL; AS PER OWNER SCALE: AS NOTED LEACHING POOL � A EXISTING IS OVER 1.8% PROPOSED IS OVER 2.6% 10. CONTRACTOR SHALL SUPPU ALL TEMPORARY BRACING OF THE 8/202 I 8 DIA. SDR 35 PIPE ® = 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1/2" GYPSUM WALLBOARD STRUCTUREAS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. �. .- DRYWELL FROM LEADER. , F , ,�IiNG FRONT YARD 35' MIN. 37.2' NO CHANGE ,FINISH. ALL JOINTS SHALL. BE NEATLY TAPED AND SANDED AND READY FOR SEA REAR YARD 35' MIN. 61.1' NO CHANGE PAINT FINISH OR WALLPAPER. (MINIMUM THREE (3) COATS JOINT COMPOUND- 11 . PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINGS OR cn v d In E] Z D®��® rn : SIDE YARD(S) 10' 11.4' NO CHANGE UNLESS NOTED OTHERWISE ON PLANS.) AS PER PLANS. :o ..:... 24.0' - AGGREGATE 29. INSTALL ONE 1 SHELF IN EACH CLOTHES CLOSET AND A CLOTHES a 25 AGGREGATE C ) 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION �. W' ' s 0®� POLE UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 WFCM OR LATEST EDITION. a , 0 ® . (5) SHELVES. PRECAST REINF. DRYWELL NOTES 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACO' TREATED IN ALL ALL BRICKWORK FOR JOINTS SHALL BE WEL�IIMNEY SHALL BE SELECTED COMMON RED BRICK. CONC. RINGS oACCORDANCE WITH AWPA STANDARDS. I N 36" WIDE FIELD 1. COLLAR MATERIALS(AROUNDDRP.INRINGS)FOR DRYWELLS LOCATED L BUTTERED AND MADE TIGHT AGAINST THE •- : � ( OF CRUSHED WITHIN PAVED AREAS SHALL BE TYPE 2, 1" SIZE GRAVEL OR BROKEN STONE. WEATHER AND SHALL BE TOOLED UPON COMPLETION THE BRICK WORK 14 ALL WOOD CONNECTORS SMALL BE BY SIMPSON• USP MAY BE SUBSTITUTED. I�� I 0 INTO STONE OR 2. COLLAR MATERIALS(AROUND DRAIN RINGS)FOR DRYWELLS LOCATED ,� �'L �3 COURSE SAND WITHIN GRASS AREAS SHALL CONFORM TO THE REQUIREMENTS OF NOTENO.3. SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. SHEET NUMBER: :MIN :- 8'-0' DIAMETER 367.-MI :.::AND GRAVEL 3. BACKFILL MATERIAL UNDER RINGS AND IN COLLAR OF GRASS AREA o DRYWELLS SHALL BE COMPRISED OF SAND AND GRAVEL FILTER MATERIAL .I CONTAINING LESS THAN FIFTEEN(15)PERCENT FINE SAND,SILT&CLAY(SILT NOTE: NOTE: PLANS TO FOLLOW NOTE: GRouND;WATER . ---. &cLAYFRACTIONSARENOTTOExcEED(s)PERCENT). NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING ...... 4. HEAVY DUTY MANHOLE FRAME AND COVER OR GRATE SHALL BE CAMPBELL PLANS TO FOLLOW 2020 NYS ENERGY 2018 WOOD FRAME CONST. MANUAL DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION PATTERN NO. 1007C OR 1182C OR APPROVED EQUAL. CONSERVATION CODE 2020 RESIDENTIAL CODE NYS DRYWELL DETAIL SALE: N.T. , 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2( 1 ) TABLE 401 .4. 1 REVISIONS: PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS 4:COMMENT5- 1/4/22 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER CLASS OF MATERIAL LOAD-BEARING PRESSURROOF SNOW DESIGN WEATHERING FROST LINE TERMITE UNDERLAYMENT FLOOD pounds per square foot J L_ LOAD SPEED (MPH) CATEGORY DEPTH REQUIRED HAZARDS Crystalline bedrock 12,000 2'V 2'V 2'V 2'V 2'V 2'V 2'V 2-V R301.2 (5) R301.2 (4) R301.2 (2) R301.2 (3) R301.2 (6) R905.2.7.1 1ry 1ry 1ry 1ry 1ry 1ry 1ry 1ry Sedimentary and foliated rock 4,000 we Lkv WASHER LAV we 7MHOE TO 20 PSF �130MPH C SEVERE 36" VY REQUIRED N/A B s" R B Sandy gravel and/or gravel (GW and GP) 3,000 2ND.FL. 4 Ln Sand, silty sand, clayey sand, silty gravel and clayey gravel C❑ I 2•w 2'w 2'w 2'w 2'w 2'w 2'w TAPzL-1�3- 1 NAILING SCHEDULE (SW, SP, SM, SC, GM and GC) 2,000 2'w 4'S 4'S 4'S 4'S 4'S 2'w 2'w ICIO. ►- REF: 2018 WOOD FRAME CONSTRUCTION MANUAL NEW BATH #3 LAUNDRY MASTER BATH W _ Clay, sandy clay, silty clay, clayey silt, silt and sandy silt 1,500b 2'V 2'V 2•V 2'V JOINT DESCRIPTION NUMBER OF NAIL SPACING (Cl, ML, MH and CH)COMMON NAILS 1 "v 1 "v 1�"v 1 "v 1 "v 1 "v 1 "v TABLE 402.2 MINIMUM SPECIFIED we LAV p W. We LAV LAV = Q MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE COMPRESSIVE STRENGTHa(f'c) Tsl K - 7- 7 B U � U ROOF FRAMING W0 w TOP PLATE TOE-NAILED 2-8d PER RAFTER Weathering potential 1sT. FL. 2 w 2 w 2•w 12'W Q � z RAFTER TO ( ) TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION 2•w 2'w 2•w Q CEILING JOIST TO TOP PLATE (TOE-NAILED 2-8d PER JOIST Negligible Moderate Severe c,❑,I IC.❑, CEILING JOIST TO PARALLEL RAFTER FACE NAILED 3- 16d EACH LAP 4"S 4'S 2.S KITCHEN 4'S 4•s 2•w BATH ( ) Basement walls, foundations and other concrete not exposed to the weather 2,500 2,500 2,500c # #1 CEILING JOIST LAPS OVER PARTITION (FACE-NAILED 3-16d EACH LAP Basement slabs and interior slabs on grade, except garage floor slabs 2,500 2,500 2,500c 4'S C❑, c.o. z COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE ALL PIPING IN CRAWL SPACE SHALL BE HUNG FROM CONNECT (f) Q X BLOCKING TO RAFTER TOE-NAILED 2-8D EACH END Basement walls, foundation walls, exterior walls and other vertical 2,500 3,000d 3,000d THE FLOOR JOISTS WITH STAINLESS STEEL HANGERS TO SEWER z U 0 RIM BOARD TO RAFTER (END-NAILED 2-16D EACH END concrete work exposed to the weather TYPICAL. _ IL/ ED Porches, carport slabs and steps exposed to the weather, W O p p p 2,500 3,000d,e,f 3,500d,e,f ALL PLUMBING MATERIALS AND METHOD OF HOUSE TRAP � Q � WALL FRAMING and garage floor slabs INSTALLATIONS REQUIREMENTS, O BE PERALLATON PLUMBING BY DLCENSED PLUMBING RISER DIAGRAM TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D 1 PER FOOT For Sk 1 pound per square inch = 6.895 kPa. PLUMBING CONTRACTOR. TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS EACH SIDE a. Strength at 28 days psi. NO SCALE b. See Table R301.2(1) for weathering potential. PLUMBING MUST BE INSTALLED ACCORDANCE TO EEISTUD TO STUD FACE-NAILED 2-16D 24" O.C. c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in CODE PROVISIONS USING CODE ACCEPTABLE Y J 9 9 9 MATERIALS. HEADER TO HEADER FACE-NAILED 16D 16" O.C. ALONG EDGES accordance with Footnote d. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2"x4" STUD d. Concrete shall be air-entrained. Total air content (percent by volume of concrete) shall be not less than 5 percent or more 3-16D PER 2"x6" STUD than 7 percent. L� e. See Section R402.2 for maximum cementitious materials content. c0 4- 16D PER 2"x8" STUD f. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2-16D 1'2 PER FOOT than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. Q _ OR BLOCKING (FACE-NAILED) 0 TABLE 602A2 ( SSTD 10 - 99 u� ry ry FLOOR FRAMING DESIGN WIND LOAD FOR WINDOWS AND DOORS (psf)2'3 IN BUILDINGS Q U 0 O JOIST TO SILL, TOP PLATE, OR GIRDER (TOE-NAILED) 4-8D PER JOIST WITH A MEAN ROOF HEIGHT (MRH)' OF 30 FEET W/ BASIC WIND SPEED OF 130 mph W 0 >' BRIDGING TO JOIST (TOE--NAILED) 2-8D EACH END ZONE 1 ALL ZONES INTERIOR ZONE EXTERIOR ZONE C) w Z BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END SIZE OF WINDOW zLLj BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 4 POS + NEG - NEG - LU IL D LEDER STRIP TO BEAM FACE-NAILED 3-16D EACH JOIST OR DOOR, A (SQ. FT.) ( ) ( ) ( ) R/ Ln QD JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D _ PER JOIST 0 < A < 25 39 -39 -45 Ln 0 BANU JOIST TO JOIST (END-NAILED) 3-16D PER JOIST 25 S A < 50 37 -38 -42 BAND JOIST TO SILL, OR TOP PLATE (TOE-NAILED) 2-16D 1 PER FOOT FOR MORE INFORMATION 50 < A < 100 35 -37 -40 U 1 Pound = 4.45 N. ROOF SHEATHING SEE TABLE 3.10 OF THE 100 S A < 200 34 -36 -38 WFCM 1995 HIGH WIND ED. a. Elevated garage floors shall be capable of supporting a 2,000-pound load STRUCTURAL PANELS 8D 4"O.C. ® GABLE RAKE O.H 200 �A 32 -35 -36 applied over a 20-square-inch area. 6 O.C. ® PANEL EDGE DIAGONAL BOARD SHEATHING 12"O.C. ® PANEL FEILD 1. THE "EDGES STRIP' (E) IS LOCATED IN THE CORNERS OF THE STRUCTURE AND EXTENDS HORIZONTALLY FROM THE b. Applies to attic spaces meeting the requirements in Section R802.4.1 for 1 "X6" OR 1 "X8" 2-8D PER SUPPORT CORNERS IN EACH DIRECTION A DISTANCE EQUAL TO 10 PERCENT OF THE LEASTHORIZONTALDIMENSION OF THE conventional ceiling oists and Section R802.10.7 for trusses. Attics without BUILDING BUT NOT LESS THAN 3 FEET. ALL AREAS NOT WITHIN THE EDGE STRIP ARE CON,�IDERED TO BE IN THE 9 J 1 "X10" OR WIDER 3-8D PER SUPPORT "INTERIOR ZONE' (W). storage are those where the maximum clear height between joist and rafter is 2. MINIMUM DESIGN PRESSURE VALUES MAY BE REDUCED BY 10 PERCENT WHEN THE ROOF SLOPE IS LESS THAN OR less than 42 inches, or where there are not two or more adjacent trusses with CEILING SHEATHING EQUAL TO 10 DEGREES (A < 10'). R301.7 Deflection. The allowable deflection of any structural member under the some web configuration capable of containing a rectangle 42 inches high by W 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. the live load listed in R301.4 and R301.5 shall not exceed the values in 2 feet wide, or greater, located within the plane of the truss. For attics without GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD 4. EACH COMPONENT SHALL BE DESIGNED FOR MAXIMUN POSITIVE AND NEGATIVE PRESSURES. Table R301.7. TABLE 3 01 . 7 storage, this live load need not be assumed to act concurrently with any other z 5. MEAN ROOF HEIGHT SHALL BE DETERMINED IN ACCORDINANCE WITH FIGURES 102A, 102B AND 102C. live load requirements. Q w WALL SHEATHING s. BASIC WIND SPEEDS SHALL BE DETERMINED FROM FIGURE 104A. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS c. Individual stair treads shall be designed for the uniformly distributed live load Q _>_-j STRUCTURAL PANELS 8D 6" EDGE 12" FIELD ALLOWABLE or a 300-pound concentrated load acting over an area of 4 square inches, v LIJ z z LU STRUCTURAL MEMBER whichever produces the greater stresses. Q FIBERBOARD PANELS TABLE 3 01 . 5 DEFLECTION p g 0 _z LU 7/16" 6D 3" EDGE 6" FIELD MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS RAFTERS HAVING SLOPE GREATER THAN L/180 d. A single concentrated load applied in any direction at any point along the 0 0 25 32" 8D3 3" EDGE 6" FIELD 3/12 W/ NO FIN. CEILING ATTACHED TO RAFTERS top. o U GYPSUM WALL BOARD 5D COOLERS 7" EDGE 10" FIELD USE LIVE LOAD INTERIOR WALLS AND PARTITIONS H/180 HARDBOARD 8D PER SUPPORT e. See Section R502.2.1 for decks attached to exterior walls. 0 8D PER SUPPORT ATTICS WITH LIMITED STORAGE g'h 20 FLOORS AND PLASTERED CEILINGS L/360 f. Guard in-fill components PARTICLE PANELS o ponents (all those except the handrail), balusters and panel DIAGONAL BOARD SHEATHING b ALL OTHER STRUCTURAL MEMBERS L/240 fillers shall be designed to withstand a horizontally applied normal load of 50 1 "X6" OR 1 "X8" 2-8D PER SUPPORT ATTICS WITHOUT STORAGE 10 pounds on an area equal to 1 square foot. This load need not be assumed to EXTERIOR WALLS W/ PLASTER OR STUCCO H/360 act concurrently with any other live load requirement. 1 "X10" OR WIDER 3-8D PER SUPPORT DECKS e 40 FINISH g. Applies to attic spaces not meeting the requirements for storage per FLOOR SHEATHING EXTERIOR BALCONIES 60 EXTERIOR WALLS-WIND LOADS a WITH L/240 footnote b. See Section R802.4.2 for conventional ceiling joists and Section BRITTLE FINISHES R802.10.6 for trusses. For attics with limited storage and constructed with DRAWN: M.ROMANELLI STRUCTURAL PANELS FIRE ESCAPES 40trusses, this live load need only be applied to those portions of the bottom CHECK: J. SBAGLIA 1 " OR LESS 8D 6" EDGE 12" FIELD d i EXTERIOR WALLS-WIND LOADS a WITH L/120 chord of not less than two adjacent trusses with the some web configuration SCALE: AS NOTED GREATER THAN 1 it 6" EDGE 6" FIELD GUARDRAILS AND HANDRAILS 200 FLEXIBLE FINISHES containing a rectangle 42 inches (1067 mm) high or greater by 2 feet (610 DATE: 4/8/2021 mm) wide or greater, located within the plane of the truss. The rectangle shall DIAGONAL BOARD SHEATHINGween e op of bottom chord and bottom oany other truss 1 "X6" OR 1 "X8" 2-8D PER SUPPORT GUARDRAILS INFILL COMPONENTS f i fit betthe tf thbtthd d thbttf 50 NOTE: L = span length, H = span height. , ��� ��r member, provided that each of the following criteria is met: 1 "X10" OR WIDER 3-8D PER SUPPORT PASSENGER VEHICLE GARAGES a 50 a a. The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of 1. The attic area is accessible by a pull-down stairway or framed opening in the determining deflection limits herein. accordance with Section 807.1; and 1. NAILING REQUIREMENTS ARE BASTED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 ROOMS OTHER THAN SLEEPING ROOMS 40 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL b. For cantilever members, L shall be taken as twice the length of the 2. The truss shall have a bottom chord pitch less than 2: 12. BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. SLEEPING ROOMS 30 cantilever. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED h. Attic spaces served by a fixed stair shall be designed to support the TO 1-16D NAIL PER FOOT. STAIRS 40 c c. For aluminum structural members or panels used in roofs or walls of minimum live load specified for sleeping rooms. sunroom additions or patio covers, not supporting edge of lass or sandwich SHEET NUMBER: 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. P PP 9 9 9 For SI: 1 pound per square foot = 0.0479 kN/m2, panels, the total load deflection shall not exceed L/60. For sandwich panels i. Glazing used in handrail assemblies and guards shall be designed with a safety 1 square inch = 645 mm2, used in roofs or walls of sunroom addition or patio covers, the total load factor of 4. The safety factor shall be applied to each of the concentrated deflection shall not exceed L/120. loads applied to the top of the rail, and to the load on the in-fill components. _ These loads shall be determined independent of one another, and loads are T2 assumed not to occur with any other live load. i NOTE: 2 3 4 REVISIONS: EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL COMPONENTS & ROUGH FRAMING. CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING A-5 A-6 A_6 3:COMMENTS- 9/9/2 I HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT WITHIN 72 HOURS IN WRITING INDICATES THE C014TRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR70'-9 4:COMMENTS - 1/4/22 NEW WORK PERFORMED. 11 -71, 1112'-81" 19'-4j" (3)2"X4" WD STUD 38'-9" 0 CORNER TYP. 8CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ACCORDANCE WITH CO NYS CODES -DETECTORS SHALL CONFORM TO U1. 2034 STANDARDS -------------------------- ------------- • . I r , SIMPSON HT175 SMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL I F-------------------------- --------__ METAL HOLD SD AND NYS CODE. Lo . . EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIN.) I I I NEW 10" CONC. FOUNDATION I I I I I I U W - 10' 0" WALL DOWN TO 12"X2'-0" I I I I I I 1— FIXTURE NOTE: CONC. FOOTING (MIN. 3'-0" I I I I I 14 SDS 1/4"X3" WD ' ' LU _ }- i BELOW GRADE) ANCHOR I I I I I SCREWS AS PER _ U ALL MAKE, MODEL, AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. O BOLTS ® 6'-0" O.C. i i EXISTING SLAB 1 i EXISTING CRAWL SIMPSON = Q Z ON GRAD I I SPACE I I BOTTOM PLATE U LL_ U WINDOW NOTE: r----- --------------- --------------- I I I I 1. WINDOW DESIGNATIONS ARE ANDERSEN AND SHALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2r-- -- - - - - - - NEW 2" POURED CONCRETE "RAT" I I I I I I � O W - - - - - - - -------------- FROM SSTD 10-99 (SHEET T-2). APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED AS 11 1 ---__-______ SLAB (4,000PSI) WITH 6X6 - 1OX10 I I I I I I SSTB20 ANCHOR BOLT W Z -�� W.W.F. ON POLYETHYLENE VAPOR I I I I J EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE 1 1 BARRIER ON 4" CRUSHED STONE II - I a i III i i I III TYP. AT HOLDOWN I JQ J TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES A-6 SIMPSON HOLD DOWN ----- ----LOCATIONS (TYP.) BASE ON CLEAN COMPACTED FILL DENSITY)2. A DWELLING WITHIN 1 MILE OF THE COAST SHALL ALSO CONFORM TO RCNYS SECTION R301.2.1.2 AND UNEXCAVATED F.J. SIZE AS PER PLAN U PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS 9R THE BUILDING SHALL BE DESIGNED AS A I PARTIALLY ENCLOSED BUILDING IN ACCORDANCE W/ THE BUILDING CODE OF NEW YORK STATE. I SILL PLATE Z (� ' 1 ® m _ 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/ THE PUBLISHED " i i I I r---------- -- ______ I I Z o i t I I----------------------------------------------------- 1 (1) #4 REBAR !� (� MANUFACTURERS RECOMMENDATIONS TO ACHIEVE: THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 -i i i I I I I I -----------, I IN SHEAR CONE-MIN. I Q x OF THE RCNYS. " , , 1 I I SLAB ON GRADE 1 1 I I I I 1 2 12" LENGTHI 4. ALL WINDOW MULLIONS SHALL BE APPLIED UNI FSS OTHERWISE DESIGNATED. ALL MULLIONS OCCURRING i _______ I I 'I N. BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION R613.6 OF THE rn i I 1 I i I (RCNYS. A-6 REBAR3LENGIIH ��� ' `� O O I I .�i•, Q 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, Q, � i l l � �---------------� N ANCHOR BOLT BATHTUBS AND SHOWERS. GLAZING IN ANT PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM .-K.i i i I I I I O I 1 WITHIN 12" OF EXPOSED EDGE OF THE GLAZING IS LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR a' i i I I I I I CORNER WALKING SURFACE SAHLL BE IMPACT GLASS AS PER R308.4.5 OF THE RCNYS. .n CD ; ; I I I I j N FOUNDATION WALL JOIST NOTE: i _ I I I I ALL WALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. JOIST BENEATH TYP. I- ---- +- -----J L-----------I __ j EXISTING COLUMNS T XISIING"FOOLING EW 3h" STEEL LALLY I METAL HOLD-DOWN/ UPLIFT ANCHOR (- ———————————————— EW 37� STEEL LALLY COLUMN. NEW FOOTING I I O LOADS USED IN CALCULATIONS: I 1 I REMAIN TYP. I I COLUMN. NEW FOOTING 2'x2'x120 I m FIRST FLOOR X360) I I 1 I 2'X2'X12" 3—8 31_7» i I ANCHORS SILL PLATE AND STUD TO CONCRETE SLAB SCALE:N.T.S. M LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSF I I _ I SECOND FLOOR (L/360) I I 1 — EXISTING (3)2x10_ — EXISTING (3)2x10 I EXI TING (3)2x10 EXISTING (3)2x10 IF EXISTING (3)2x10 j LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD= 40 PSF I I I 1 ------------j j —i----- ----8-'--- — ---e--------------- I ATTIC STORAGE AL/360) I I I '-4 -- L _J —j LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD= 3n PSF i I I I XISTING TO 1-10" c © I I 0 ROOF X240) I I I REMAIN. TYP OST DN FROM I 1 WOOD POST I ° o ° lLJ DL SNOW LIVE LOAD=45 PSF DEAD LOAD=10 PSF TOTAL LOAD= 55 PSF I I FURN Q ABOVE TV. % 1 I o m° p o ° U p O (REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) I I o II o o z O - EXISTING CELLAR I I (ISE SIMPSON ABA44 COL �° ° I I I 1 I BASE OR EQ. W HEADER NOTE, I H.W. . » " I I I 279-4" 10-10 9-01 I W Z ALL EXTERIOR WALL HEADERS ARE TO BE (2) 2X12 W/ 1/2" PLYWOOD SPACER AND ALL INTERIOR HEADERS O I I EXISTING I Lu I ARE TO BE (2) 2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DBL. JACK N I I UNEXCAVATED i I I FOOTING • ' (j') z STI 0 WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL. SILL PLATE TYP. ALL LVL 1 I I I FKI� S E P N FOR SIZE) W LU LU DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS- FLOOR 1 I I D 100% 2.0E G-P LAM LVL FOR MAX. LIVE LOAD WITH LIMITED DEFLECTION OF L/360. I I •"tc�1 I 2 S.pson Strong-Tie I 0O I I A-1 ABA44 EPT44A CBQ44SDS2 Ln O j I #5 REBAR 12" O.C. VERTICAL c 1 1 _ LUMBER NOTE: I I 1 I EPDXIED INTO EXISTING A COLUMN BASE I I FOUNDATION WALL TYP. U ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR-LARCH NO. 2 (OR BETTER) W/ AN Fb OF 900 AND I I ____ 1 �— L -- COLUMN BASE: Attaches wood post to concrete embedment SCALE:N.T.S.AN E OF 1,600,000. (AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES) I I I - I 1 I I M to resist high uplift loads. U 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE THE 1 I I I PLACE OF 'CCA' I I I I--------------------------------- -i L 1 I I I I EXISTING I ------ ---- -------- ---j I Q SUB—FLOOR 1I 4 ALL JOIST HANGERS do LAG-BOLTS USED WITH 'ACQ' PRODUCTS SHALL I I UNEXCAVATED - BE ZINC COATED lYP I ------ I I 1 ---------- I--------------------------j METAL SIMPSON HOLD DOWN LOCATIONS ---------------------------1 ————————————————————————— I UNEXCAVATED I I HANGER Q I I I 4" POURED CONCRETE SLAB WITH " L -------J I 6x6 10/10 W.W.M. OVER 6mil VAPOR i� .� ------------------------------------ ---------------------L ------------- JOIST0- 3/4 HR RATED WALL (UL DESIGN N0. 359) I I BARRIER ON 6" CRUSHED STONE � � 5/8" TYPE 'X' ON GARAGE SIDE OF AND COMPACTED FILL TYP WALL 1/2' TYPE 'X' ON 'LIVING' SIDE --------- _ ( ) LEDGER O --PROPOSED WALL BOLTED TO W0 ------------------- BUILDING WALL U __j22'-81" ------------------ 23'-7" 8'-51" 16'-0 j" z LL— e— ------------------ 70'-9 " p w0 • , •: :;.�- PROPOSED FOUNDATION WALL BUILDING WALL W Q I-- Tw28210 NEW DOORS WINDOWS OOD ACQ BLOCKING U / 1 WITH z CAULK SEAL O z z A-5 AROUND WINDOW 3 LEDGER DETAIL PROPOSED FOUNDATION PLAN EMovABLE WEIGHT 0 1 SCALE: 1/4"= 1'-0" z �-- p BEARING ALUMINUM SCALE~N.T.S. Q ® NEW STRUCTURAL WOOD POST 11 GRATE COVER uEXISTING GRADE WOOD O tW NEW STRUCTURAL WOOD POST ABOVE E X I S TI N G ---------------- NEW BEAM U S BOWMAN KEMP STUDS 0 16" O.C. EXISTING FOUNDATION MUST BE SAW CUT 563760 WINDOW WELL I— O BASEMENT (REFER TO PLANS) STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND ANY WOOD FUR OUT OF ROUGH OPENIN TO ACCOMMODATE NEW EGRESS WINDOW WITH LADDER BASE PLATE D__ ASPER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELEMEN ADJOINING CONCRETE SHALL BE ACQ OR EQUAL ALONG WITH NEW 2X8 HEADER O � RES. CODE OF NEW YORK STATE. CIF' THE BUILDINGS THERMAL ENVELOPE, VINYL CASEMENT A MOISTURE \VAPOR RETARDER SHALL AS PER -20 _A_N_D _RM A WINDOW 27x45 °: THE MECHANICAL SYSTEM SHALL BE INSTALLED ON THE 3/4" T&GINSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE 12 EXISTING WINDOW TO BE REPLACED BY UNLIMITED 2745 INSWING PLYWOOD SUBFLOOR 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION 8318 OF THE RES. CODE OF NYS. CASEMENT 27"x45" OR EQUIVALENT OR LARGER TO PROVIDE THE PLUMBING SYSTEM SHALL EMERGANCY MEANS OF EGRESS AS PER SEC. -2015—RQ R310. BE INSTALLED AS PER CHAPTERS AS 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL REQUIREMENTS FOR EGRESS WINDOW ARE AS FOLLOWS- PER JOIST OR DRAWN: M.ROMANELLI INSTALL 6" GRAVEL PER PLANS CHECK: J. SBAGLIA HAVE A FLAME SPREAD CLASSIFICATION MIN. NET CLEAR OPEN'G= 5.7 SQ FT $ , x: OF NOT GREATER THAN 200 W11N A " BASE, TOP OF / 'rte.' SCALE: AS NOTED THE ELECTRICAL EQUIPMENT AND MIN. NET CLEAR OPEN G HEIGHT = 24 f SMIOKE- DEVELOPED INDEX OFNOT BASE TO BE 8 BELOW // I // . WALL STRAPS-SIMPSON WIRING SHALL BE INSTALLED E GREATER THAN 450 AS PER SECTION MIN. NET CLEAR OPEN'G WIDTH = 20" / /� DATE: PER CHAPTERS 33-42 OF THE CS20 COIL STRAP 4/8/202 I RES. CODE OF NYS. R3'15AND INSULATION SHALL HAVE A MAX. HEIGHT FROM INT. FLOOR = 44" WINDOW SILL (TYP). /'��� EVERY STUD FLAME SPREAD INDEX OF NOT GREATER 3,-1„ 3 � SE THAN 25 W/ A SMOKE- DEVELOPED 22 CU. FT. DRYWELL THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS SWING TYPE WILL BE INSWING SEE MIN. SIZES ABOVE. ^ A-1 W/ INLET GRATING FOR HOT HVAC PIPES SHALL BE AS PEI SECTION 8316 OF THE RES. CODE PER SECTION N1103.3 OF THE XISTING 2x4 STUDS RES. CODE OF NYS. OF NYS. PROPOSED WINDOW WELL PER SECTION 2(115--IR�' �R310r--BOWMAN—KEMP EGRESS SYSTEM OR WITH INSULATION _ ,• • (2) 2"X6" 'ACQ' ,I THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL BE SIMILIAR. IF WINDOW WELL IS DEEPER THAN 3'-0" XISTING FOUNDATION SILL PLATE ..OR HOT WATER PIPES SHALL BE AS INSTALLED AS PER SECTION 87023 IT MUST HAVE FALL PREVENTION OR GUARDRAIL & FOOTING ' • A �6 PER SECTION N1103.4 OF THE AND EXTERIOR WALL COVERINGS SHALL • RES. CODE OF NYS. ,, � r0 BE INSTALLED AS PER SECTION R703.4 AS PER IRC R312 CONCRETE OR CMU OF THE RES. CODE OF NYS. IdFOUNDATION WALL Ota a WINDOW WELLS REQUIRED FOR EMERGENCY ESCAPE AND RESCUE SHALL HAVE HORIZONTAL DIMENTIONS THAT ALLOW THE DOOR OR WINDOW OF THE EMERGENCY ESCAPE AND RESUE OPENING To BE FULLY OPENED. THE HORIZONTAL DIMENSIONS OF THE WINDOW WELL SHALL SILL PLATE ANCHORS SHEET NUMBER: PROVIDE A MINIMUM NET CLEAR AREA OF 9 SQUARE FEET WITH A MINIMUM HORIZONTAL 4 PROJECTION AND WIDTH OF 36 INCHES AS PER 2022 NYS RESIDENTIAL CODE ANCHORS SILL PLATE AND STUD TO CONCRETE SCALE:N.T.S. OR CMU FOUNDATION WALL 2 EGRESS WINDOW WELL PLAN EGRESS WINDOW WELL SECTION A- , ] L� REVISIONS: NOTE: HEALTH DEPT COMMENTS EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL COMPONENTS ROUGH FRAMING. CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING 2 HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT 3 MMENTS - 8/17/2 I do WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR A-5 4 A-6 A-s 3:COMMENT5 - 9/9/2 NEW WORK PERFORMED. 4:COMMENT5 - I/4/22 CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ACCORDANCE WITH 70'-9j' CO NYS CODES -DETECTORS SHALL CONFORM TO U.L. 2034 STANDARDS 12'-81" 10'-0" 26'-81" 21'-5" SD SMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL O 4'-2" 15-11" 5'-6" AND NYS CODE. <9 �-- TEMP. SS U - 46 U w — EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIN.) - - / - -`il---------- -- -� FIXTURE NOTEL ALL MAKE, MODEL, AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. BATH #1 WALK-IN COSET t _ �f - ry w ---- Q z WINDOW NOTE: U-i J o 1. WINDOW DESIGNATIONS ARE ANDERSEN AND SMALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2 _ FROM SSTD 10-99 (SHEET T-2). APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED AS 3'_3 " 8-p1'-6 " Q_ EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES) DN EXISTING PORCH ?� TO RECEIVE NEW SCREENS, L---- ---- i +a'e 2. A DWELLING WITHIN 1 MILE OF THE COAST SHALL ALSO CONFORM TO RCNYS SECTION R301.2.1.2 AND FRAMES, COUNG do DOOR PROVIDE GLAZING PROTECTION FROM WND-BOR14E DEBRIS Q@-THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE W/ THE BUILDING CODE OF NEW YORK STATE. 2x8 2x8 ff ��� 15-4i ( ! Q x 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/ THE PUBLISHED 1 Z 4.g' o= _ z U O MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 A-6 �/ OF THE RCNYS. 4'-4 - -- - --4'=11' - �__ PANTRY (2)2X12 W/ ' PLTLLJ ------------ - ----._..-------- --------___. O p 4. ALL WINDOW MUWONS SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MUWONS OCCURRING EXISTING 60 8 BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBUES SHALL CONFORM TO SECTION R613.6 OF THE _(2)212__. _/.------ I Q RCNYS. - -- - -- --------------------- ------ 20V (2) x12 / 12'2x8 WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS AND -!- ------ -- a o --- i i 6 BEDROOM 1 20V _ LA S5. GLAZING HOWERS. GLAZING DOORS ANDD ENCLOSURESBUI R HOT TUBS r-- � __�� - o ��- I I i i ' d OST DN POST DN) PART OF A WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM D D e I L D.W.� _i __________________ / �1._ EXPOSED EDGE OF THE GLAZING IS LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR RANGE ,!, % ^ 2 WALKING SURFACE SAHLL BE IMPACT GLASS AS PER R308.4.5 OF THE RCNYS. BATH. 2 0• W i SINK _ - _' _ Q-- JOIST NOTE: ^ _ �F- - --- x8 KIT TEN ! ' -(2)2x8 — _ ALL WALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL JOIST BENEATH TYP. "v> oxo -', N / N ? 0 X N_ '��' � ^-------------- N DKV �' J LOADS USED IN CALCULATIONS: in I00 Ln � �_- -�.�- _�J REM WALL A SEMBLY, PATC ►.; i' WA � SUBFLO R. ALIGN WALLS __. FIRST FLOOR (L/360) o o n ___ - LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSF 'C _�. AND BFLOORING TYP -=--------- :� N N ' r SECOND FLOOR (L/360)f ) �., --- - - - e _ _ I o Q LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD= 40 PSF -� ����_ ? (2)2x8 O,-�- -� - _ - qp - O. O � (2)2x8 - ATTIC STORAGE X360) -f -____ " [ l UVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD= 30 PSF h �„ �' ---`-___- 34'-11i" 11 -10 v r ROOF L/240) MUD ROOM 15'-0" 3'-4" 5'-0" if-10" ROOF z Q SNOW LIVE LOAD=45 PSF DEAD LOAD=10 PSF TOTAL LOAD= 55 PSF W REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2 ` �} - - - - - - - - W/Y' PLT (2)2X12 W/ 9C PLT j ( ) - - - --- - - -- - RG WA - O (3)2X12 W/(2) X PLT FLUSH .. e W /6 _ z T-1 = OST DN d+ � J W HEADER NOTE 14-10 x DN i OST DN OST D ALL EXTERIOR WALL HEADERS ARE TO BE (2'.) 2X12 W/ 1/2" PLYWOOD SPACER AND ALL INTERIOR HEADERS �\ �� A I r I W D_ �' �. / - - - - - Y ARE TO BE 2 2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5'-Ow SHALL HAVE A DBL. JACK -_- __- -- 4 r, / STUD WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL. SILL PLATE TYP. ALL LVL - _ _ _ "`' ''`y' "` Ln QD DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS- FLOOR _-- " -- _- 4-g " io LIVING ROOM Lo Q 100 = 2.0E G-P LAM LVL FOR MAX. LIVE LOAD WITH LIMITED DEFLECTION OF L/360. �--- ---� -- - - -----� 27-4 �� 2 to LUM5,2 NOTE: M F GARAGE ` 3 a N -*co = N ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR-LARCH N0. 2 (OR BETTER) W/ AN Fb OF 900 AND N 8 EX. CEILING TO REMAIN DINING ROOM AN E OF 1,600,000. (AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES) ' I 1 cn 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE THE -- - -- -- r - - ----------------------- m-^- __.-0- _-, I PLACE OF 'CCA' --- -- 'IPC 4 para 1021 `"-' -- ----------._ - ------ - Q mo / / i ?e I i n�, \ �6'd ALL JOIST HANGERS do LAG-BOLTS USED WITH ACQ PRODUCTS SHALL rc�u�red `-.�p�r (3)2x4 3)2x4 , ---- BE ZINC COATED TYP TOYS Code (2)212 ---- SIMPSON HOLD DOWN LOCATIONS KLOSE (3) 6 CLOSE 3/4 HR RATED WALL LL DESIGN N0. 359 EW F00 off' -1' 3)2x4 'V Q / ( ' ) TING 2'x4'x1' DEEP _ _7r_ (3)2x4 —�._,_ ..may : 3 - (2)212 � 5/8' TYPE 'X' ON GARAGE SIDE OF - _- -- - II W WALL 1/2" TYPE 'X' ON 'LIVING' SIDE Q'_ _-�-y N -- -_�}- --- (2)2x12 //�" PLT � (3) 3 2x4 _ _- ------------- -_- I�` _ x I (3)2x4 ) U — - N PROPOSED WALL -- ------ —_ R -___- --. I 8x8 OH DOOR (2)2x8 (2)2x8 C-4 I .I O 8x8 0 DOOR -- - -_:_- (2)11 7 8 CVL L ----- ---(2)11=7�8 LVL --- RAILING AS ------ 2 2x8---- Q W :• •:;..:• .: . ,.- PER CODE TYP. — •' PROPOSED FOUNDATION WALL o w ------------------ ~ ~ TW28210 11'-11" O �- Z l� LL- NEW DOORS / WINDOWS . oL �/ 5'-11 " 10'-91 5'-111 39-3 " 3'-3�' 6'-11" 4'-0 " 10'-91" 3'-31" 3'-3 j" 3'-1" o_ Q 10-1 3 ~ o LLJ 22'-81" 23'-7" 24'-6" � O ® NEW STRUCTURAL WOOD POST 70'-91" D_ ® NEW STRUCTURAL WOOD POST ABOVE F-- o ---------------- NEW BEAM STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND A-5 I Ri AS PER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELEMEN PROPOSED FIRST FLOOR PLAN (�U RES. CODE OF NEW YORK STATE. OF THE BUILDINGS THERMAL ENVELOPE, A MOISTURE \VAPOR RETARDER SHALL THE MECHANICAL SYSTEM SHALL BE INSTALLED ON THE BE INSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE S�v 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION R318 OF THE RES. CODE OF NYS. DRAWN: M.ROMANELLI THE PLUMBING SYSTEM SHALL f� BE INSTALLED AS PER CHAPTERS 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL -CHEcr\: J. NOTE A HAVE A FLAME SPREAD CLASSIFICATION SCALE: AS NOTED THE ELECTRICAL EQUIPMENT AND OF NOT GREATER THAN 200 WITH A DATE: 4/8/2021 WIRING SHALL BE INSTALLED AS SMOKE- DEVELOPED INDEX OFNOT PER CHAPTERS 33-42 OF THE GREATER THAN 450 AS PER SECTION SEA R315AND INSULATION SHALL HAVE A RES. CODE OF NYS. FLAME SPREAD INDEX OF NOT GREATER •eg� R �h'!r THAN 25 W/ A SMOKE- DEVELOPED THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS �r FOR HOT HVAC PIPES SHALL BE AS PER SECTION R316 OF THE RES. CODE PER SECTION N1103.3 OF THE OF NYS. RES. CODE OF NYS. THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL BE FOR HOT WATER PIPES SHALL BE AS INSTALLED AS PER SECTION R702.3 a4j, py PER SECTION N1103.4 OF THE AND EXTERIOR WALL COVERINGS SHALL '9rF b� gyp ` RES. CODE OF NYS. BE INSTALLED AS PER SECTION R703.4 OF THE RES. CODE OF NYS. SHEET NUMBER: 1 REVISIONS: NOTE: EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS STRUCTURAL COMPONENTS do ROUGH FRAMING. CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING : Z E COMMENTS - 8/13/21 NT TO HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT COMMENTS -8/17/2 I WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR : HEALTH DEPT COMMENTS NEW WORK PERFORMED. 3 4 3:COMMENT5- 9/9/21 A-5 A-6 A-6 CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ACCORDANCE WITH OCO 48'-71- NYS CODES -DETECTORS SHALL CONFORM TO U.L 2034 STANDARDSol 27'-3" 21'-5" OSD SMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL 4'-51" 3'-11" 6'-61" 13'-1" 7'-11" 6'-5" AND NYS CODE. EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIN.) -` - -- - -- ---- - . - U W- — I LLQ f— Z > FIXTURE NOTE: I Q60 RUBBER MEMBRANE _ cz ALL MAKE, MODEL, AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. ROOFING ON FLAT ROOF U Q 2x4 SLEEPERS W/ TREX LL_ W �iCL OR EQUIV. DECKING Q WINDOW NOTE: 1 _ - Lu " 6 MATERIAL Q Z 1. WINDOW DESIGNATIONS ARE ANDERSEN AND SHALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2 J FROM SSTD 10-99 (SHEET T-2). APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED ASI BALCONY — EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE I SLOPE SL_�E�,'I ON FLAT ROOF TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES) I 2. A DWELLING WITHIN 1 MILE OF THE COAST SHALL ALSO CONFORM TO RCNYS SECTION R301.2.1.2 AND I Z C 7 PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS Q$.THE BUILDING SHALL BE DESIGNED ASA PARTIALLY ENCLOSED BUILDING IN ACCORDANCE W/ THE BUILDING CODE OF NEW YORK STATE. X SHOWER GLASS W/ z x 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/ THE PUBLISHED 1 I RUBBER MEMBRANE FROM _ Q MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 A-6 PROVIDE ICE SHIELD I WALL TO WALL BEHIND z U OF THE RCNYS. AS PER R905.2.7.1 I GLASS j FVVH 068 ♦ (2)1W3046 = W 4. ALL WINDOW MULLIONS SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MULLIONS OCCURRING (2)TYV3046 I MT1PN• 2 (2) 10 (2)2x10 w O O BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION R613.6 OF THE Q A-- RCNYS. /; c r� I Cl 5. GAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND !I ____.__.______.-____ SHOWERS. GLAZING IN ANT PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM i - `- - _ ---------.- N 2 EXPOSED EDGE OF THE GLAZING IS LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR I 2X10 R.R.- c3 _ w w WALKING SURFACE SAHLL BE IMPACT GLASS AS PER R308.4.5 OF THE RCNYS. O.C. 0 11 -2 9-6 8-0 d 17'-11* A-6 :I 1 I SLOPE JOIST NOTE: i j BEDROOM #3 » ---'WALK—IN COSET�..- - CABLE ALL WALLS RUNNING PARALLEL TO FLOOR JOUSTS SHALL HAVE A DBL JOIST BENEATH TYP. 2X10 R.R. N MASTER100 w o 0Ln I SLOP I o �^ — BATH "I e+� ?e ALo LOADS USED IN CALCULATIONS: j I ;; �- o M -�, ti �"&e MASTER o I I ---- -- CD ------------------------ BEDROOM FIRST FLOOR V360) LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSF \ I I RICK OPE - --- CATHEDRAL CEILING — SECOND FLOOR 360) --- - -- -7.- F -- - r ]CRICKET 3.1 SL - DEAD LOAD =10 PSF TOTAL LOAD= 0 PSF OAD-30 PSF _ LIVE L _ ......_. __. . ... .... _ I 2f w O N I �s /2ND FLOOR O ATTIC STORAGE 360) :: OIT� ' r ---�1 HVAC IN ATTIC r-----��.�A 0x30 ACCESS o -------- _-0— PROVIDE W OL `P 1 LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD= 30 PSF - / a, I --� 1------r- --- ���� - (c"S ATTIC ROOF L 240 ?+ - --0 DOUBLE FRAMING- U � \ / ---� L------t•, AROUND OPENING SNOW LIVE LOAD=45 PSF DEAD LOAD=10 PSF TOTAL LOAD= 55 PSF I I o w l...� (REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) .I I. ... I C-4 - lLJ ti TDR _. ....__.. z i HEADER NOTE: ,or, -_.:: ....... SHING TYP a �� D 1 R .- . FLA i z AALL RE TEXTERIOR WALLHEADERS UNLESS OTHERWISE NOT 2X12 W/ 1/2" PLYWOOD SPACER AND ALL INTERIOR HEADERS I ,� o - '-----_ cvLL (L BE O ( ED. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DBL JACK (� Q - -- - - BATH 3 _\ . R/ STUD WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL SILL PLATE TYP. ALL LVL a " `ti DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS- FLOOR I ... o Ln _ __ -_ - - � � BEDROOM �4 -I ( � � 0 K„ 100%-- 2.0E G-P LAM LVL FOR MAX. LIVE LOAD WITH LIMITED DEFLECTION OF L/360. I NEW ASPHALT . _ _. x " { - N 1 N11 s OFFICE SHINGLES_STYLE-.& COLOR. —'" `i RAL CEILING N U 0 LUMBER NOTE: - -I - SELECTED BY OWNER. : 6f_ _ I _ coo DOUGLAS FIR-LARCH N0. 2 OR BETTER W AN Fb OF 900 AND + FOYER ALL JOIST AND RAFTER SIZING IS BASED ON DO ( ) / AN E OF 1,600,000. (AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES) -- -' EN TO BEL d # _. o P OW o I LK IN OSET x f f -I - - ------- - - ----- N w -FREE TREATED WOOD STANDARDS AND SHALL TAKE THE _ A� -- ---- 2X10 C.J. ®16 O.C. ACQ DESIGNATION REFERS TO CURRENT ARSENIC I PLACE OF 'CCA' ( 6'- _ ------ O 14' 0 149 11' 1ol ALL JOIST HANGERS do LAG-BOLTS USED WITH 'ACQ' PRODUCTS SHA1 - w : g I , _ I I ?e 3 2x (3)2x BE ZINC COATED TYP I_....:_.. . .... ...._... g _ I ;d. +6'e O I (2)21 --- _-- I - --_O I �- I �1'1 —I STMPSON HOLD DOWN LOCATIONS (3 N M (2)212 I D_ 3/4 HR RATED WALL UL DESIGN NO. 359 I l . I / ( ) M .. l C ! II � I / )212 I x4 OL WALL TYPE ON 'LIVING' SIDE - I I x I ! % (3) 3 2 W 4 I ,JI O _ _... I ! I O PROPOSED WALL 1214. I •- I, 1I 02X4 Z STANDIN;G AM', (I I ' I lLi ---------------------------------- �! , II I � LL _ _ _ _ _... I I METAL R001- I � �I � �'I � ------------------ ; I ! i . II j li l C W •:a'• .a. .. _ .. I i I I � I I � ( , I ! I I I ; I i `` Q L. J G ., • . ... t..;:,,,•: ..:. PROPOSED FOUNDATION WALL p � Q Z -------- � z 0 TW28210 Lu NEW DOORS / WINDOWS � pL 10'-7 " 3'-3 " 3'-3 " 5'-8 " 2�_9w 3'-3j" 3'-3j" 2'-10" 3'-11" 3'-3j" 3'-3 " 3+_1» o- O Q () 22'-11" 13'-7" (� LLJ � Is NEW STRUCTURAL WOOD POST 48'-71" O O Ill NEW STRUCTURAL WOOD POST ABOVE p- ---------------- NEW BEAM O STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND 1 AS PER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELEMEN PROPOSED SECOND FLOOR PLAN A-5 RES. CODE OF NEW YORK STATE. OF THE BUILDINGS THERMAL ENVELOPE, A MOISTURE \VAPOR RETARDER SHALL THE MECHANICAL SYSTEM SHALL BE INSTALLED ON THE BE INSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION R318 OF THE RES. CODE OF NYS. DRAWN: M.ROMANELLI THE PLUMBING SYSTEM SHALL BE INSTALLED AS PER CHAPTERS 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL CHECK: J. SBAGLIA HAVE A FLAME SPREAD CLASSIFICATION SCALE: AS NOTED THE ELECTRICAL EQUIPMENT AND OF NOT GREATER THAN 200 WITH A DATE: 4/8/2021 WIRING SHALL BE INSTALLED AS GREATER THAN 450 AS SMOKE- DEVELOPED INDEX OFNOT PER CHAPTERS 33-42 OF THE REO4 R315AND INSULATION SHALL HAVE A SECTION SEA SE � RES. CODE OF NYS. �g �yi FLAME SPREAD INDEX OF NOT GREATER THAN 25 W/ A SMOKE- DEVELOPED THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS FOR HOT HVAC PIPES SHALL BE AS PER SECTION R316 OF THE RES. CODE , ' PER SECTION N1103.3 OF THE OF NYS. RES. CODE OF NYS. '> THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL BE FOR HOT WATER PIPES SHALL BE AS INSTALLED AS PER SECTION R702.3 •4p t► ER SECTION N1103.4 OF THE AND EXTERIOR WALL COVERINGS SHALL y .s RES. CODE OF NYS. BE INSTALLED AS PER SECTION R703.4 -- �w OF THE RES. CODE OF NYS. SHEET NUMBER: REVISIONS: NOTE: EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL 3:COMMENTS - 9/9/2 I COMPONENTS do ROUGH FRAMING. CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR NEW WORK PERFORMED. CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ACCORDANCE WITH 2 3 4 CO NYS CODES -DETECTORS SHALL CONFORM TO U.L. 2034 STANDARDS A-5 A-6 A-6 ISSMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL Lo AND NYS CODE. '-4" 25-11" '-4" 21'-5" '-4" u 1- I'-- F- -- - -I- - - ---- - -- - -- - _, - - -- - - -- -- . U Lu - (a i :. I .1. : .. : :� :EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIN.) -_-.- .____ _- __- -- _ _ z FIXTURE NOTE: = Q ALL MAKE, MODEL, AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. 1 LL W O WINDOW NOTE: W Z 1. WINDOW DESIGNATIONS ARE ANDERSEN AND ALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2 MQ FROM SSTD 10-99 (SHEET T-2). APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED ASI EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE rr= �_ TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES) PROVIDE 3 1/2"x5" CONT. GUTTERS TYP. V ~ 2. A DWELLING WITHIN 1 MILE OF THE COAST SHAM ALSO CONFORM TO RCNYS SECTION R301.2.1.2 AND 1 THROUGHOUT; CONTRACTOR TO EVALUATE SITE PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS Q$THE BUILDING SHALL BE DESIGNED ASA A-6 CONDITIONS AND PROVIDE APPROVED 'LEAF CD It z m PARTIALLY ENCLOSED BUILDING IN ACCORDANCE W,/ THE BUILDING CODE OF NEW YORK STATE. GUARD' SYSTEM AS REQUIRED TO KEEP GUTTERS Z (I IAND LEADERS FREE AND CLEAR OF ALL DEBRIS . i t : � I 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/ THE PUBLISHED TO PREVENT CLOGS. (TYP.) : x U O MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 I ❑ s ; 1 j 1 I' 1 j ! li _ m OF THE RCNYS. ■ - -- . --_.._ - ..._.- -__.-- ..._..---_-_ __. - .._.__-- I -�i is ' - ! _ 1 d - - - - -- ------ ----- - __ ------ _____. ---- ------- -- - ----- 4. ALL WINDOW MULLIONS SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MULLIONS OCCURRING ___-_ _-. -__ ___ ^� -° - — - -- - I : f . I t 2x10 R.R. x�a a. . I Q O BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION R613.6 OF THE - - -----_--- -__------_- - ---- _ I ! m / Q [L . :. - .. ` - RCNYS. I: I. _ .. ......_ - --- 1 - � -,�,�_�a L /-I -- - - - - i`�I S U G I 4 a O SLOP a SLS I ''I :I I �� I I 1I �! I . / -j 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND _- --_-_ - -- _-- _ . - _ ___ __ h w= I /.___ _._ : - -------- --_ --... _" _ _---._—_--._—_.___.________ --� y 1 I { - — -— - - --- --------- — —..—— \ '' I SHOWERS. GLAZING IN ANT PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM ( ] � - _ - - - l - EXPOSED EDGE OF THE GLAZING IS LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR ___ — _ - ; : { !1 # I PROVIDE ICE SHIELD - - _. #., _ :.: A-6 - - - I , WALKING SURFACE SAHLL BE IMPACT GLASS AS PIER R308.4.5 OF THE RCNYS. ,_ --,_ \' - - ( / I .. .. .._. - _ - - -- - -- -- .-. fi '� -{-- - j I j I AS PER R905.2.7.1 ��\I I �! I - - I � Ilam''= - -# a<_ _ JOIST NOTE. : :. - - - -. ... � \ !I I I # ...... __. - - i I ! I / ` ---_- I_::.. _--- {... __: ALL WALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. JOIST BENEATH TYP. __ ___. ?+\ 1 ! I / r : # I - ....m_ ..- --- -_.._. ._ ... - \ - T 1 li : ;, I I - - �� -- ----- -- --- ----- - - -- r� �o---- - - Ln I. _ _ - ---- - - -_.. ._.- ... I .-. ..__ ._ - --.:. a - - - - - - . .. ------ _. 1 ! \ i I • m LOADS USED IN CALCULATIONS: '1 : , l 1 .... - - So % 1 - - - - - --- - --- .-.- / _ --- # - - -- - ---- - - - - - -- - - - -- -- - FIRST FLOOR (LZ360 .._..._. .__..._._._... ... ._. - -. _ - -- - // I #. I: �-- 1 n_ - - -- - - 1 - = DEAD LOAD=10 PSF TOTAL LOAD- 50 PSF --- -. ... .. _.. ..._. ... LIVE LOAD 40 PSF D - -- - _.._. . ..... .. ._._ _. -_ -- -.... - :-- - - - SECOND FLOOR L 360) - - ---- - - -_ - - -- - - - - - - i ; t I _ ._.. \ /f .. _ # : - Q : : 1 - - x - IJVE LOAD 30 PSF DEAD LOAD 10 PSF TOTAL LOAD 40 PSF _ _____ -_......_ __ _ ___ ___ _. _._ ._.___. _ _ _ .__ __ .._ _. _ - - - -- { - -- -- --- - -- - - #- ----1 ATTIC STORAGE L 360 _... -,_ - .._ - - -- _ -- - - __ 11 I v { _ = TOTAL LOAD= 30 PSF ... _ - _ . - -- _= _... -- .- __=. - - - ---- .....- ... _._ - - --- _.... - . - - LIVE LOAD 20 PSF DEAD LOAD 10 PSF I ._. _. # - f -:_{.: Q O .. . . . - 1--.- .. . I ..... . . ... _ ... - ... .__.. _..- .- . .. . - - . ._ ...... --. ROOF L 240 } _: ._ . .. - -- - -- _- -_- - - - - - - - - - -- -- - - - --. ..1 ... -.:. - L/ 1 _. _._ : : - -I _I---- - = -- - - ---. :.. -- _-- --- _ -- - --- -_ - - ---- ---- - --------- ---- - - -- -- - _ - 1-_--_ SNOW LIVE LOAD=45 PSF DEAD LOAD=10 PSF TOTAL LOAD= 55 PSF ,4 I CONT. RIDGE VENT I - " z - - W O (REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) ^ _ _._ _____.. x -_--.____._ _ ao cv - -._. _,- : .._:: - :-__. .. ........_. .. .... .. ._. _... - .-.. . _.. . ... .--- _..-___-_.. . ... -- _. _. :. .._.. -.. - -- ...-7 -.- - _ - - # o LI E._.... ._.. -- -f..._._-. J....... -_.... ._ -- - . ..-.... .... ._ _...... __.. -_- . . .- - _. _.. - ..._ .------ _ . _. ....... . ...... ---- ----- . .... ... . ___. . . - -_- - -- ..- -_- .. ... - I - - - - - -- --- - .... -_. --- -._ .... . - -- _.. �--__ :_ _ z - .. _ ... # # - -- -:---. . - - - -- -- -.-.- - _ .: _::_. . I --- --- Ll-I HEADER NOTE: I -_ -_ - -- ----- 1-- M A EXTERIOR WALL HEADERS ARE TO BE 2 ?x12 W 1 2 PLYWOOD SPACER AND ALL INTERIOR HEADERS I I I \ - _.. ...... ._ -... ... .. .. . - ----- --- - _._. _ HEADERS EXCEEDING 5'-O" SHALL HAVE A DBL. JACK I / \ . _ ! \ - -- --- -- -- - .__ _ ...- \ _- _.. -_ ___. { -_--- ARE TO BE (2) 2X8 UNLESS OTHERWISE NOTED. ALL - # - - -- i� �--- - - -- ---� - -- - - - --- - - - -- - - J ^ / - I -- L STUD WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBI. SILL PLATE TYP. ALL LVL _ _ _ -� I --- _... - --- !I --- ------ --- -- � o ----- -- � - -- - -- _ ___ - -� __ Ln U� PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS- FLOOR I . . . . . ..-. --- - -- _ - .. .. 7, \ -t� . .. / 1 \ .... /: r .. DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PAC _.__. _ _... I _..---_ ._ -1__ - -. _ -:-- .: I .: � __. ..... . __ . _. - --.... _- MAX. LOAD WITH LIMITED DEFLECTION OF L 360. __ ... .... __ 100% 2.0E G-P LAM LVL FOR LIVE L / . _. .._ ..._. .. ..- 1 _ 1 I - I \ I. .. .. - - - --- -.. - - -. - - _ -- _-- - _:- -- _:- .. - . . - I 1. LUMBER NOTE: -- I ... I...... .. - - _ -- ~ . - _. . . �\ .` II { __ -_.. ------ �, / ---- ... . - ti /'. \ - = / I \ : - 1 = --- 1 ._. ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR-LARCH NO. 2 OR BETTER W AN Fb OF 900 AND 1. _ . _-- I -- - -- . -- _ / I; Iii, \ �.�____- -- / i'I\ -- / I ; \� - 1 - AN E OF 1600000. AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES __ - j .. = _ / i' ~'', a I,1�' 0----._. / i' - 4S/ I o #.. ( ) ti ' W - - . - � IlDQ it t -- .. ..... . 1 - / -.:. -- ... ___ .. .. . .. _ -___m_1__=___7_ 0 !. } ro m I _. . - I - I III \ �'/ 11 ' \ _ -... . -- / . I TREATED WOOD STANDARDS AND SHALL TAKE THE -..... __._ __ _ ... -.__. _. _., ._.__.. I ACQ DESIGNATION REFERS TO CURRENT ARSENIC FREE TR c ' \ � -- --- - I ____..,___. _ PLACE OF 'CCA' I ROOF BELOW. _.. ---- -#--------- I - - -------- --------------------- / II in pl �I \-'- --------- I 1 1 \ � ... _.._11 ... ......- . _ .- .- . ...._. . _._ •I - --- zl' ALL JOIST HANGERS do LAG-BOLTS USED WITH 'ACQ' PRODUCTS SHALL _. I_._. L---_ --- / _jj1. 73 ; II I Z ,b 1 z ", 1 - -. - ._...... ......... - :$ I !I I - - ---- -/'I 1 ' - _ \. \ 1 BE ZINC COATED TYP -._ . ... . . 1 ___ _ ...... --_ - - - �1 j \- / / ! \ _ - - 1 - - 2X10 f2.R. I I 10 R.R.!, \ _ w_ / III 2X 0 .R I 2X 0 R. I -/ I 2X10 R.R. I . 10 IZ. I \ j __.. -____,____m_ �_ .___.__._. _ __.. _.___-_. _ ..__.________.. __-. _.__. .__.__,_._. ___ --__ ----_ __.__.___ _._I___._ _�._..-_ . _ __ SIMPSON HOLD DOWN LOCATIONS - - ---_- I :11 ----- -- ®16 C.: --- -. .... _ .._... _.. .. . - .... _ _ _- .- - -.. .. -: SLOPL S1.OPTE / (':SLOPE ! L 1 \ OI�E ; \ i r51�0�E I � TSl _ _ / - I 1. z -_ ---.._. — —— I - : II+-i ,1 # Q - II' �' 3 4 HR RATED WALL (UI- DESIGN NO. 359) - - D ; f> >/ 1 I \�_... / I I, I! \ 1 - -J I -... -. .. _. ---.. I -- -..... 5/8 TYPE X ON GARAGE SIDE OF _.. . I' 1 'I I I j 7 "i+1: _. - - WALL 1/2 TYPE X ON LIVING SDE - - - - — % li I j : N Lu U 1� - I \ .... ISTANDING SEAM r- 0 0 ' . PROPOSED WALL 1 - - - .. - METAL ROOF z I . - - - - - - - - = - -- - -- - = - - -1 BELOW TYP. I 3� LLJ O - - - . ------------------ I - . ..-. ... . - - - - _ __ - - -- - I . 11 w: - Lu i. '.?;�. . :••' PROPOSED FOUNDATION WALL 0 '-4" 21'-9" 12'-1�" 14'-1" '-4" w 0 O z ['*'� NEW DOORS / WINDOWS TW28210 11. 1lllllllllllllllllll1 L 3 OO V o � o .. A-5 U) � ' . ,/� . ;.- ; Is NEW STRUCTURAL WOOD POST .. ® NEW STRUCTURAL WOOD POST ABOVE O':,.. I -- NEW BEAM STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND AS PER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELEMEN MSC9�1 ��������� ` RES. CODE OF NEW YORK STATE. OF THE BUILDINGS THERMAL ENVELOPE, A MOISTURE \VAPOR RETARDER SHALL � THE MECHANICAL SYSTEM SHALL BE INSTALLED ON THE fx§� BE INSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION R318 OF TI IE RES. CODE OF NYS. DRAWN: M.ROMANELLI THE PLUMBING SYSTEM SHALL BE INSTALLED AS PER CHAPTERS 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL HECK: J. SBAGLIA HAVE A FLAME SPREAD CLASSIFICATION SCALE: AS NOTED THE ELECTRICAL EQUIPMENT AND OF NOT GREATER THAN 200 WITH A DATE: 41812021 WIRING SHALL BE INSTALLED AS SMOKE- DEVELOPED INDEX OFNOT PER CHAPTERS 33-42 OF THE GREATER THAN 450 AS PER SECTION SE R315AND INSULATION SHALL HAVE A RES. CODE OF NYS. `gR %ED FLAME SPREAD INDEX OF NOT GREATER a 1 i� THAN 25 W/ A SMOKE- DEVELOPED , 1_> " t�� THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS �- FOR HOT HVAC PIPES SHALL BE AS PIER SECTION R316 OF THE RES. CODE e< ' . PER SECTION N1103.3 OF THE OF NYS. RES. CODE OF NYS. - THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL BE FOR HOT WATER PIPES SHALL BE AS INSTALLED AS PER SECTION R702.3 0 ,� PER SECTION N1103.4 OF THE AND EXTERIOR WALL COVERINGS SHALL p `' RES. CODE OF NYS. BE INSTALLED AS PER SECTION R703.4 OF THE RES. CODE OF NYS. - SHEET NUMBER: REVISIONS: 3:COMMENT5 - 019121 WOOD HEADER TYP. AS PER PLANS NEW ASPHALT ROOF MT524C RAFTER TIE Ln SHINGLES STYLE & COLOR TBYYP.A�SIMPSON HK SELECTED BY OWNER. TOP OF RIDGE - -- -------- ----- --------•----- -----"----- _ . ROOF RAFTERS - - :::: --- - -- _ _ _ — 1--.- r-.—BOARD=&=f3A N ,... - - ��\ - _ .. :---- .�-- "- . ._.. - . `/�7 - - .. - _ �. -- -- — .i VINYL�IDING�Y ---�� ~ ' '- — - �- / ZERTAINTEED-OR - ._ _.. __ - - -- - -- -- -APPROVED.EQUAL EYP:" f _ - = - ' T T -- 1- - 12 l \- - - . H15 RAFTER -_ - -- - — =-1 \— — — - -- TIE SO TYP. \ 12 fit \ > — -- 12 - - - - - --- - \--- 1 1 4'X24'20 GAGE Lu NEW GUTTER - __ -- — r - -.... \ \��=--- \"_ HEADER STRAPS TYP. O AND LEADER Arnc AT 2ND FIR.EXT. - -- -- -- ----- -- -- ----- -- -- --'-- -- - - - - -- -- - - - - - - - - - - - - - - - -- -- _.__._ o w 12• - -_ .-.. T — .. - -- -- -- -- TVP. .-- -�-� \ \� - O NENOING WALLS / Q -� ---- -- --•-----•-- --•--•- -- -- --'-- --.- -. -- - - -- -- -- --'-- -- -- -- - -- 1D PLANS ORAS PER PLANS (2)� . WALL FRAME PLYWD SPACER AT 16'O.C. (REFER ) -I - AZEK TRIM - --- -- ------ - - -- - - -- MTS24C RAFTER 71E EYP. SIMM RSP4 TYP. BY SIMPSON OR EQ. QD !- -- - -- AT EACH JACK STUD EYP. AT WIN.HDR. - - - - -- NOTE: REFER TD OVERALL AS PER PLANS 1 .: - FIR. PLANS FOR SPECIFIC — HOLDOWN LOCATIONS DBL TOP PLAT:AT z - -- - — — I SECOND FLOOR OR Q �— — AT SINGLE T _ -- ASPHALT- ROOF 7 T - - - - 3 SHINGLES STYLE--&_COLOR ::: LJ N A� WINDOW TE PSON H RAFTER = R/ (Y] -- ----- - --- -- -- OPENING ... N HEADER STRAPS TVP. .. AT 2ND FLR.EXT. --� — T- - - > > — AILS MIN.12'BEARING - —. T —�-.-- -- -- --— --- �. �- I- �-:,- - _.—T —— — —— —— —— —— —— —.—_2ND_E, AS PER PLANS ON SND FACE TVP. -. �...:. STANDING SEAM: ) -- - ._... , _... J RIM JOIST OR WALLS '— — � �' ,— - - -- ---- - - -- ---- - -- 1 - _ 1 �ME7A RO(� - -• WALL FRAME , - - ......... _..._ _...... . _ .. - ___ _ _-_ 18 0. TO PLANS _.... ... ........ _. C. REFQ2 _....._...._._..._..... -..... ..... - ........ - TES 25� 1 1/4'X24'20 GAGE ® ® SIMPSON MST48 STRAP JACK SND STRAPS TVP. ---- -- -- ------ - -- ---- - - TYP.AT EACH SND r AT 2 SIDES OF OPENING i o WALL FRAME RIM JOIST - __ . ....... _.. 3 ....._.... o o - ..__......__..._. ..... AT 16'O.C. (REFER To PLANS) Lo NEW GARAGE DOOR NEW GARAGE DOOR ____—_ -- SELECTED BY OWNER. SELECTED BY OWNER. _._.._. ___.__._ __. - 11/4'X24.20 GAGE mm HEADER STRAPS TYP. V AT EACH SND 7" CLAPBOARD VINYL SIDING__ - -- WALL FRAME - - _ BY CERTAiNTEED OR ...... .-... 16.O.C.(REFER TO PLANS) Q _. - - 1ST F.F.F- - AT EACH STUD -- O �L -. 3 ..... rSIMPSIN R P4 BOTTOM PLAT: 1 1 I cz ry GRADE a VLLJ RAILING AS � RIM JOIST U � O \-ACQ SILL PLATE 1 1 1 O PER CODE TVP. ACQ SILL PLATE LLJ W WALLSTRAPPING DETAIL HEADER STRAPPING DETAIL LLJ z z SCALE: N.T.S. � SCALE: N.T.S. W � LU 1 PROPOSED SOIJTH ELEVATION (� SCALE: 7/4" = 1'-0" U SPLICE LENGTH Ln O _ SPLICE DIRECTLY OVER STUD TYP. T}IROUGHOUT)I U __DBL TOP PLAT: TYP.THROUGHOUT WALL FRAME AT 16'O.C. -REFER TO PLANS TOP OF RIDGE (s) U_j 77 - r r .:: .. ... --. -r — — T1 - ---_.-r--- - -- - - - -- -- .i T --- - - , AS 1A__LT- _--OF COLO -S__ -HINGLESLSTYLE _ _ _ - �r _ - 1 "SELECTED_. Y_OWNER. -._ . . . . As PER wFCM 1995 TTMnoN FOR ONE LL_I ' --. --- _ - '- --- ----- — '---- - -- -------- 7:-_- -. -- -- - — - AND 7W0-FAMILY DWELLINGS TABLE 320 Q —j ......... . ...... ... _ ..__..---- - \----- 1 --� - - - - - - --- --- ! -_ ._. ----L _ FLASHING, TVP — 1 _ 1 1 --- 1 Lu - y _ i r-::. i - - - O NEW GUTTER _ j.� 7" _CLAPBOARD VINYL SIDING ____ ... ` —_ — - - - - BUILDING DIM. FT. MIN. SPLICE LENGTH Fr. Z AND. LEADER_ T- - -- - -- -BY CERTAtNTEED-OR�- -- --.- �'` _-._ _ _- _.-- _ � - - _ _ _ - - --'-- -- -- -- -- -- -- -- -- -- -- -- -- --ATTIC— 12 1 � �/ W _.. �P�RP�V�D EQUAL -- - - - - - -- - - - TVP.- __ --_ __ -- -_ _ _ _"- _ -_ _ ' - _, _ --•-- -- --•-- ——-— - •--•- -- -- -- -- - -- --'-- -- -- -- -- -- -------- -- -- -- -- -- -- -- --'-- -- --•-- -- -----•-- ----- -- --•-- -- -- -- --- 16 1 °� O 20 2 -- 3 24 2 n - - ---- -- -- -- ( ) AZEK TRIM - __ TVP. - - _ - - -- 36 3 40 4 - ...... ... ...... ..................... .............. ... -.... .. __....-- _ -- - - H _- - — -- ---- — T -- --- - - - 60 6 T co - -- -�--SHINGLES"STYLE- &--COLOR - o iiSING�2ULtsd DNa�ISLLPER�Ft ASSUME TOP PLATE-TO-PLATE CONNECTION RAILING AS - — _ -— -- --- i - _ - SHORTER SPLICE LENGTHS, THE NAIL SPACING PER CODE TVP. _SELECTED:B_Y_OWNER f_ SHALL BE REDUCED IN ORDER 1D PROVIDE AN EQUIVALENT NUMBER OF NaLS -� - _ _-.- -- 2 TABLIILATED SPLICE LENGHTS ASSUME A BUILDING LOCATED IN EXPOSER B OR C. i �....... __-.... _-- - - -- : 3 TABLULAIm SPLICE LENGH75 ARE BASED ON 8 FL WALL HTS FOR OTHER WALL ----- - )Q F TS., It THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8. - \ -�-- - - / 4.TOP PLATES SHALL.BE A MINIMUN OF SND GRADE MATERIAL i I N: M ROMANELLI .._ SPLICING DETAIL LI 5 SCALE: N.T.S. _ / / _... SCALE AS NOTED ....... REPL E ALL ! - - -.- _ --- .. ............._ o STRAPPING and ANCHORING SCHEDULE SEAS 4/8/202 I - SCREENS ND FRAMES ----- ---- o ---- -- o — AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF NOTES Rcy -- - -... -- - --- — - �� -- - - -- - RIDGE SIMPSON CS-20/24'MIN.LENGTH 3-10d JNAILS _KOLDDOWN _. _..__ .._._._ _...__.__._ _ ". 11005#/CONNECTION RIDGE STRAPS ARE NOT REQ'D WHEN 2'X4' 1005//CONN 7 CLAPBOARD VINYL SIDING . _..- COLLAR TIE IS LOCA70 WITHIN THE UPPER 1/3 \�� OF 1HE ATTIC SPACE AND ATTACHED TO EACH - -7"--�LAPB��'CRD�IINYL-STD - � BY"-CERTAINTEED-OR � ', PAIR of oPPoslNc RAFTERS As PER -r•-�- ' - BY CERTAINTEED OR " _- APPROVED EQUAL 1ST F F ��\ WFCM 1995 BECTON 3.2.5.1 --•--------•- •-------- -- ---- - -- -- - -- -' - -- - -- - - APPRO�dEB EQUAL"- - - -- - - -- - -- - - -- --.. _-.. -.. _ �- DORMER RIDGE SIMPSON CS-20/24'MIN.LENGTH 2-10d 1005//CONNECTION SEE NOT:ABOVE - -- -- - -- -- -- EAVE SIMPSON H-7 ANCHOR 8-8d TTO RAFTER O STUD "/CONNECTION PER RAFTER 7 d GRADE 2-8d TO PLATES OF mto DORMER EAVE SIMPSON H-7 ANCHOR 4-8d TO RAFTER 8-N TO SND //CONNECTION PER RAPIER - }" 2-Bd TO PLATES CEILING TO WALL SIMPSON CS-20/36•LAN.LENGTH 25-84 1005//CONNECTION PER SND SHEET NUMBER: FLOOR TD FLOOR 9ZMPSON CS-20/36'MIN. LENGTH 26-8d 1005//CONNECTION PER STUD PROPOSED NORTH ELEVATION �ooR TD FouNDAnoN SIMPHOLD ON ANCHOR 4160]/CONNECTION AT FOUNDATION CORNERS- Li HOLDDOWN ANCHOR 36-16d SINKER FROM PDN.WALL TO WOOD CORNER POST FOUNDATION 1D SILL SIMIS!MIN. LENGTH PLACED 4'-0' 3- WFC TABLE SCALE: 1/4" = 1'-0" 1 MIN. LENGTH O.C. 3-2 WFCM A- 5 *NOTE ALL STRAPNG INDICATED MEET'S OR EXCEEDS THE REQUIRMENTS N THE WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION TABLE 3.6 FOR RIDGE CONNECTIONS, TABLE 22 FOR EAVE CONNECTIONS,AND TABLE 3.2 FOR FOUNDATION CONNECTIONS. REVISIONS: 3:COMMENT5 - 9/9/21 NEW ASPHALT ROOF TOP OF RIDGE SHINGLES STYLE & COLOR TOP OF RIDGE ------------------------ -------------- --------------- --------------- ------------------------------------ SELECTED-BY -------- - -------------- ------------- ----------------------------------- ------------ ------------------ ............................................. NEW ASPHALT ROOF ................ ........... ::__------------------ ................. .................................. ---------------------—----------------- .....——---------------------------------z ........................................... SHINGLES STYLE & COLOR 1-2--777= I ................. ......... ..........�2 .............................../........... --------------------- --------------------- a SELECTED BY OWNER. 7------- ----------------------- ........................... ........... ......................... .......... ...... Ln ------------------------ -------------- -------------------..........-------------------- NEW GUTTER --------------- -- ---- ------ ....... - ------- ....... ....... -------------------....... ................................................................ ...... . ........ .................... ................ NEW ASPHALT ROOF AND LEADER ------------- ==----SHINGLES STYLE & COLOR ............ Z_ TYP. ------ NEW GUTTER ............. NEW GUTTER SELECTED BY OWNER. LLJ AND LEADER ATTIC AND LEADER ATTIC ----------------ANG --------------------- - ------------ ............................. ---------------------------------- Lu TYP. TYP. ...........I -------------------- ---------------------------------------------------- ------------ ---------------------------------------------------- - --------------------------------- s ............. .......... ............ .......................-------- ...............--- T ------------ ....................... .......... . ................... ............ AZEK TRIM .AZEK TRIM LL_ TYP. CLAPBOARD VINYL SIDING TYP. 0 ....................... ................. ...........................w............. ....................... ............. .......... ............. .......... ................ ........... RAILING AS I/ BY CERTAINTEED OR___ —12— < APPROVED..EQUAL . -----............... cl .............. .............. --------------------........... ----- PER CODE TYP.. 6 - -I lEl C) __j 00 1 -- ------------7------------- -In------ _j --------------7 ............... ........... ........... ....... ................................. z __j 'co 0 1- --NEV.ASPHALI --------------- ...... ..................... ------------------------------- .. ........ ................. --------------- .................... .. ......... -------:71ww_ SHING =STYLE-� k TOLOR-_ .................. C4 < (s) ER. ........... ............... .......................................................................... ........... --- - ------------ ......... ::�:__7........... ....... ......z.................. _2RD_F.E_* (;LAF`B --SlDlN"G-- UARD VKYL 7" ...CLAPBOARD VINYL--SIDING --" ------ ----------------- -------- ----- -------------- 11. - BY CERTAINTEED OR .. ......... . X -BY-CERTAINTEE"R--- A P-RQVED-EQUAL-.--. .- .--.--.--. N _?,�.--�- - ...... ..... .......... .1.7— 7--- APPROVED-EQU ...........- ............................................................. ........................ ............ ........... .......I. ...................... .............. .............. Lu Opo ................ .......................... .......... ..............w............. ............................ ............... ....................... .............................. ------------- ..................... ........................ ........................ .......... .............. ....................... ........... ■ 00 ............ . ..... ....... ............... ........................... ......................... 00 .................------- .......... ............ .......... ----- ----- ........................ ............ ........ .......... .... ................................. ................ ............ ............ ................. ...................... .......................... .................. ----------------- .......... ------------------- ................ 1ST F.F. 1ST F.F. ........... ................... ........................... ............. 7' GRADE GRADE RAILING AS PER CODE TYP. PROPOSED WEST ELEVATIONf ( 0 D SCALE: 1/4" 1'-0" sc_ LL-J IL/ ry C) 0 o ASPHALT ROOF SHINGLES Lu 0 15# FELT C) > CONTINUOUS RIDGE VENT �> PYWOOD SHEATHING LLJ ASPHALT ROOF SHINGLES 2x14 LVL RIDG TOP OF RIDGE 2"X12" ROOF RAFTERS 0 16" 2x14 LVL RID Z 15#fELI r --------------------- .------------------------------------------------------------ O.C. TOP OF RIDGE ---------------------------- --------------------------------------------------------- PYWOOD SHEATHING 12 VENT E 2"X12" ROOF RAFTERS 0 16" 5 LL O.C. NEW 2ND FLOOR RUUD GAS LnLo 0 FURNACE IN ATTIC HUNF w/ 18" KINDORF & THIRD RODS. J" TYPE X PROVIDE ICE SHIELD GWB SURROUNDING FURNACE. AS PER R905.2.7.11 x PROVIDE SIMPSON TIES AT HVAC X8 R-3 2 -PUNIT RAFTER/WALL CONNECTION (TYP) AC ATTIC CONT. SOFFIT VENT ATTIC ------------------------------.-- ------------------- --------- ..... .. .... ------ ---------- ATTIC ------------------------- --- --- ----------------------- -------------------------- —------------------------ . .. ....... NEW ANDERSEN WINDOWS -REFER TO FLOOR PLAN R-30 CONTINUOUS FLASHING i EW ANDERSEN WINDOWS (s) -REFER TO FLOOR PLAN WALK—IN BED ROOM ab CONTINUOUS FLASHING HALL 2*xlO" LEDGER W/ I OFFICE MASTER ob 0 44 'bo l� I TYPICAL-FIODTF0NSTRUCTIEW CLOSET 1/2-0 GALVANIZED BEDROOM AILING PER CODE, TYP. '00 LAG OR EXPANSION oc, Q) I R-15 26 LLJ NEW FINISH FLOOR R-15 R-15 BOLTS 024" O.C. '00 R-15 I LLJ - F TYPICAL WALL NEW 15# BUILDING' ELT STAGGERED TYP. 00 (s) CONSTRUCTION C14 NEW 3/4- PLYWOOD SHEATHING 12 PROVIDE JOIST HANGERS Lu NEW 2A2 FLOOR JOISTS ® 16 O.C. 4 - _20-17.4 NEW BOARD & BATTEN Al I F -_'�6N�L'Sllj_llsl(�_ - -- _2N.D_ _Ej 2xl 2 2xl 2 2xl2 2xl2 Lu (n I EX15TING 2x6 _EASTIRG_2x__6__ R-5 1" RIGID INSULATION JK :�. 0 --1 --------------- NEW_TYVEK VAPOR_BARRIER EXISTING 2X6 El 7' 1 2x10 SISTERED TO EXIST. 2x6LLJ < (2)2X12 W/ PLT FLUSH < Z AZEK FASCIA BD. TYP. NEW 1/2- PLYWOOD ft/ (2)2Xl2 W/ PLT--,' (2)2XI2 W/ PLT-/ W SHEATHING > LLJ DECORATIVE TRIM, SELECTED " * R-15 R-15 2x4STUDS 0 >_ C) LLJ BY OWNER. TYP. NEW 3 1/2" BATT l!'',........................................ INSULATION R-15 o EAT—IN NEW 112' SHEETROCK oC) U-i KITCHEN WANG ROOM -co MNG ROOM BEDROOMb BATH #1 C) Lu 4x4 POST W/STRONG R-15\\ 0 (s)\--EXISTING TO REMAIN TIE ABA TO 8" P.C. R-15 0 EXSTING 20 EXSTING 2x4 FOOTING EXSTING 20 EXS11NG 20 it 1ST F.F. d// 0 F. 1ST F.F. � ................. . ........ .. ...... ...... ... .. . .......... ...... .... R-19 BATTS EXISTING r GRADE R-19 BATTS EXISTING R-19 BATTS GRADE EXISTINGDRAWN: M.KOMANELLI CELLAR EXISTING CELLAR CHECK: J. 515AGLIA EXISTING SCALE: AS NOTED DATE: 4/8/2021 SEA ED EXISTING Al?" EXISTING SLAB BUILDING SECTION 1/4" V-0" SCALE:T�_l I 4s QIP Ev SHEET NUMBER: Ll A- 6 REVISIONS: RAFTER STRAPS- SIMPSON �— CS20 COIL STRAP 12" MIN. PER R.R. FACE MIN. 26" EVERY RAFTER CONTINUOUS 'COBRA' RIDGE VENT TYP. OR ROOF SHINGLES AS PER R.R. (SEE PLAN FOR SIZE) AS PER OWNER OWNER OVER 15 # FELT PRE-ASSEMBLED 2X4 RIDGE (REFER PAPER OVER 1/2" CDX FLYING GABLE TYP. • PLYWOOD SHEATHING SIMPSON MTS24C SEISMIC TO PLANS) NAILED AS PER SCHEDULE TYP. ROOF ASSEMBLY Ln ON SHEET T-2 — SEE DETAILS ON AND HURRICANE 11E OR � ZOOF RAFTERS (REFER TO PLANS) THIS PAGE * Minimum of seven bolt diameters EQ. CS20 COIL STRAP. U PROVIDE SIMPSON to achieve table loads. This " „ LSSU210 CONNECTORS 1X6 PRE-PRIMED FASCIA distance is designed into holdown. ACQ BEAM (SEE U TO FACE IS 10-10dx1-1/2" NAILS BOARD-WRAP W/ ALUM. Distance may be increased without PLAN FOR SIZE) U__I _ TO JOIST IS 7-1061-1/2" NAILS TYP. THROUGHOUT ORDEADED STUDS* affecting load capacity, provided = DF/SP=2295 CONT. VENTED SOFFIT the anchor nut is not �-- 3 Z SPF/HF=1930 12° All over-torqued, which could split the = Q USE 'J' CHANNEL ® stud. FLOOR JOIST 1/2"J �1/2" MAX. WALL FOR VINYL LU P\� ATTIC SPACE �0�, SOFFIT VENT (TYP.) ° • . Q O z CUT BACK PLYWOOD 1/2" ROOF RAFTERS ® 16" O.C. REFER TO PLANS/ INSTALL ° LU MIN. TO ALLOW FOR AIR FOR SIZE ~ FLOW WASHERS a° CAP/BASE BY SIMPSON NOTE: RIDGE STRAP NOT REQ'D WHEN 2"X4" COLLAR TIES TYP. STRONG 11E BC4 U1 COLLAR TIE IS LOCATED WITHINTHE UPPER 1/3 OFTYP. WALL FRAME 6"X6" 'ACQ' POST THE ATTIC SPACE AND ATTACHED TO EACH PAIR Simpson Strong-Tie OF OPPOSING HD5A < O z (jm = W 1 RIDGE 'VENT DETAIL 2 TYP. FLYING GABLE DETAIL 3 CORNER HOLDOWN 4IN BEAM TO RAFTER DETAIL O Q o SCALE 3/4'-T-0' SCALE 3/4'-T-0' FLOOR-TO-CEILING TIE DOWN FOR SCALE N.T.S. SCALE KT.S. CONTINUOUS LOAD PATH ROOF SHINGLES AS PER OWNER OVER 15 # FELT 1/2- RIGID PER OWNER OVER TION PAPER OVER 1/2' CDX BOARD (R-3) 6 PLY SHEATHING NAILED 'TYVEK' HOUSE WRAP OVER Lo NP-1 PER SHEET T-2 RRST 1/2" EXT. GRADE PLYWOOD G) ROOF RAFTERS FLOOR AS PER PLANS WALL FRAME 0 16" O.C. BATT INSUL. AS PER PLANS SIDING AS PER OWNER OVER W/BATT INSUL. (REFER TO PLANS) C) _ 1/2" RIGID INSULATION 3/4" T&G PLYWOOD SUBFLOOR Q PROVIDE ICE SHIELD TO " BOARD (R-3) F.J. 0 16" O.C. (REFER TO W 0 CL/24 INSIDE EXT. WALL � Q O AS PER (RCNYS 905.2.7.1) 'TYVEK' HOUSE WRAP OVER ,'� �`� PLANS FOR SIZE) W/ SECOND 1/2" EXT. GRADE PLYWOOD `�\ BATT INSULATION 0 AT11C SIMPSON HURRICANE NOTCHED ROOF FLOOR WOOD STUDS ® 16" O.C. (REFER TO PLANS) / SIMPSON WALL STRAPS W O 1 TIES 0 EACH RAFTER " ! i TYP.-REFER TO DETAIL RAFTERS-TRUSSES 3/4 T&G PLYWOOD SUBFLOOR REFER TO DETAIL Q W Z (REFER TO PLANS) BASEPLATE /(2) 2"X6" ACQ SILL PLATES r� i OVER TERMITE SHIELD OVER v 1 z " TOP PLATES �� SILL SEAL TYP. �j (L. LLJ WALL STRAPS- SIMPSON D 24 1/8"/FT. (MIN) PITCH COILSTRAPEVERY OTHER S20 �\ iI ,•� 0 TOP PLATE TO DOWN SPOUTS a — APPROX. GRADE AS PER CONTRACTOR TO LOCATE STUD-REFER TO DETAIL —i—!,i i—iii—iii—iii—iii—i j r � _ A-1 ��- _ _5/8DIAMETER ANCHOR BOLT W/ RUN PLY TO TOP OF PLANS � JE E1 W/ RAFTER a �' I I—I I-7" MIN. DEPTH ® 36" O.C. (MAX.) U OVER TYP. 1X8 PRE-PRIMED FASCIA III=I I W/ MIN. 3"X3"X1/8" WASHER AT BOARD-WRAP W/ ALUM. RIM JOIST TYP. a _PLATE AS PER WFCM TABLE 3.2A CRAWL SPACE —III— � USE 'F' CHANNEL ® WALL TYP. THROUGHOUT 10 CONTINUOUS —11 I= I WATERPROOF MEMBRANE U FOR SOFFIT VENT (TIP) TOP PLATES - TYP. ® FDN. PERIMETER BATT INSULATION (RCFEF CONT. VINYL SOFFIT VENT •TYP.-WRAP ALUM. OVER JOISTS TYP. 0 16• " ° O.C. W/ TO PLANS) VINYL SOFFIT TYP. FIRST BATT INSULATION TYP.- a INTERIORSIDING AS PER OWNER • • FLOOR BAETT FER TO SEE PLANS) 2"X4" CONTINUOUS 1/2" RIGID INSULATION 1 MTS24C CONNECTOR INSULATION (REFER TO PLANS) °8 KEY WAY TYP. WOOD STUDS — BOARD (R-3) 14-10dx1-1/2" NAILS (4) #5 CONT. REBAR 0 16" O.C. (REFER TO PLANS) LENGINND DF/SP=1000 (� 1/2' GYPSUM WALLBOARD — 'TYVEK' HOUSE WRAP SPF/HF=860 2" P.C. SCREED COAT OVER 1 D2" EXT. GRADE EVERY RAFTERPLYWOlL1 U O SOFFIT' DETAIL SIESMIC TIE FLOOR / WALL DETAIL 8 FLOOR TO FDN. DETAIL w o � SCALE 3/4' T-0' Wz SCALE 3/4'-T-0' PROVIDES TENSION FOR RAFTER SCALE N.T.S. SCALE 3/4'-T-V - -TO-STUD TO PREVENT UPLIFT. U L z W 0 LLJ T USE EVERY OTHER NAIL HOLE ry Z LENGTH IN A ROW TO PROVIDE THE O � (S) " CODE-REQUIRED MINIMUM p LENTN CENTER-TO-CENTER SPACING FOR NAILSQ A35 CONNECTOR USED WOOD STUDS 12-861-1/2" NAILS 1" RIGID INSULATION LL.1 DF/SP=450 ROUGH CUT AROUND f— I) SPF/HF=450 VENTILATION CHUTE EVA RR CONNECTOR USED EVERY STUD WIHIRSEAL EXPAND NG PERIMETER ATTICVENTILATION CHUTE INSULATION SVA 4-10dx1-1/2 NAILS UPLIFT=130 " FOAM SEALANT ALLOWABLE LOADS=415 ` 2"X6" HANGER LU26 CS20 COILED STRAPS EVERY RAFTER o OR LSTA30 BY SIMPSON ° ° • (2)2"X6" HANGER LUS26-2 TYP. EVERY STUD y y 2"X8" HANGER W28 0 • fl • (2)2"X8" HANGER WS28-2 ° CONTINUOUS BEAD ° DRAWN: M.ROMANELLI 2"X10" HANGER LU210 12" END ROOF RATERS (SEE ° o OF SEALANT (2)2"X10" HANGER WS210-2 LENGTH 7"PROVIDE MINIMUM PLAN FOR SIZE) °° ° CHECK: J. SBAGLIA 2"X12"" HANGER HUS210 °8 END DISTANCE. ROOF RATERS (SEE °fl 1 1/2" RIGID INSULATION SCALE: AS NOTED ° (2)2"X12" HANGER HUS210-2 PLAN FOR SIZE) LEDGER (SEE PLANS FOR ° ° ° ° EXTERIOR INSULATED WALL DATE: 4/(5/2021 —JOIST HANGER EQUAL NUMBER OF SIZE) SEA SPECIFIED NAILS JOIST OR IN EACH END. RAFTER NOTE: FOR ALL OTHER JOIST HANGERS REFER TO THE LEDGER (SEE PLANS FOR SIMPSON CATALOG DIRECTLY. 1" RIGID INSULATION AS ATTIC EAVE BAFFLE CUT r'` � SIZE) APPROVED EQ. MAY BE SUBSTITUTED WOOD STUDS 9 FACE MOUNT JOIST HANGERS 10 FLOOR TIE ANCHOR 11 SHED ROOF CONNECTION DETAILS 12 AIR SEALING DETAIL a�, ® of SCALE KTR PROVIDES FLOOR-TO-FLOOR TENSION CONNECTION SCALE N.T.S. SCALE KT2. SCALE NTS SHEET NUMBER: REVISIONS: CEMENT BACKER BOARD TUB SURROUND FINISH TUB UNI i TUB SURROU (BEYOND / TUB UNIT-- CONTINUOUS BEA OF INSTALL PLUMBING AT SEALANT 1" RIGID INSULATION INTERIOR L INTERIOR VERTICAL CHASE PROVIDE BLOCKING AT ROUGH CUT AROUND STUD CAVITY AT TUB PROVIDESHEATHINGAT EXTERIOR WALL � VENTILATION CHUTE VENTILATION CHUTE AT -AIR SEAL PERIMETER TE A PRIOR ATTIC INSULATION TO INTERIOR WALL ASSEMBLY STUD WA INSULATED EXTERIOR � WITH EXPANDING F-- THIN-PROFILE WALL FOAM SEALANT FLOOR ASSEMBLY SHEATHING U W CONTINUOUS BE O INSET BAND JOIST INTERIOR --INTERIOR VERTICAL CHASE INTERIOR SEALANT _ >-- / CAVITY INSULATION WALL PROVIDE INTERIOR SHEATHING WALL AT EXTERIOR WALL PRIOR = CZ z 1 1/2" RIGID INSULATION TO INTERIOR WALL ASSEMBLY EXPANDING FOAM Q U MUDSILL --WOOD FRAME OL O W SILL SEALER CONTINUOUS BEAD • • •• \ ? z FLOOR ASSEMBLY A D :• CONTINUOUS BEAD OF SEALANT U-i J OF SEALANT FOUNDATION WALL Q _� 1 1/2" RIGID INSULATION :' •. LADDER BLOCKING AS REQ'D LADDER BLOCKING AS REQUIRED —J �— EXTERIOR INSULATED WALL INSULATED EXTERIOR WALL INSULATED EXTERIOR WALL �^ � z � 1" RIGID INSULATION AS ATTIC EAVE BAFFLE CUT INSET BAND JOIST AT MUDSILL//1 1/2" RIGID INSULATION AIR SEALING AT CORNER VERTICAL BATHTUB CHASE AIR SEALING AT CORNER VERTICAL CHASE AI Z SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING H SECTION Q 0 z � m = W Opo Q � CONTINUOUS BEAD OF SEALANT m CONTINUOUS BEAD OF ADHESIVE WOOD FRAME FLOOR G)CONTINUOUS BEAD ASSEMBLY OF SEALANT WOOD FRAME FLOOR CONTINUOUS BEAD OF ASSEMBLY SEALANT Q CONTINUOUS BEAD OF 0 FLOOR TRUSS SEALANT PROVIDE INTERIOR SHEATHING W O ASSEMBLY AT EXTERIOR WALL PRIG INTERIOR WOOD FRAMED WALL r l TO SOFFIT ASSEMBLY 1/2"GYPSUM BOARD U o >- WOOD FRAME SOFFIT DRYWALL CLIP 1/2"GYPSUM BOARD Z O CONTINUOUS ASSEMBLY DRYWALL CLIP LJ 0 OF SEALANT CONTINUOUS EAD Q � W PROVIDE INTERIOR SHEATHING OF SEALANT _ W Z AT EXTERIOR WALL PRIOR 77 CONTINUOUS BEAD TO SOFFIT ASSEMBLY WOOD FRAME SOFFIT W LL W OF SEALANT INTERIOR ASSEMBLY INSULATED EXTERIOR WALL INSULATED EXTERIOR WALL INTERIOR GYPSUM WALLBOARD In AS AIR BARRIER �,� CONTINUOUS BEAD CABINETRY EXTERIOR WALL SHEATHING EXTERIOR WALL SHEATHING L ) 0 OF SEALANT U CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST AIR SEAL AT BUILT-OUT SOFFIT AIR SEAL AT CABINET SOFFIT H TWO-STORY 2-STUD CORNER WITH DRYWALL CLIPS INTERIOR INTERSECTING WALL WITH DRYWALL CLIPS D U W ATTIC INSULATION ATTIC FLOOR FRAMING / U 0 RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" / W Z COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCL03URE L SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED ATTIC INSULATION / I_ W z Q ELECTRICAL WIRE w W WOOD TRUSS FRAMING PLUMBING PIPE SHEATH INTERIOR OF > _ TOP PLATE ATTIC ACCESS TO / O TOP PLATE- +1"OF INSULATION tEV EXPANDING FOAM SEALANT EXPANDING FOAM 1" RIGID INSULATION , � Q SEALANT — ZMECHANICAL LvTCH TO PRESSURE WALL STUD SEAL AT WEATHERSTRIPPING CONTINUOUS BEA T L J ACCESS PANEL C) WALL STUD o DRAW ACCESS PANEL SNUG PROVIDE INTERIOR SHEAT O WITH PERIMETER SCREWS EXTERIOR WALL AND CEILI G P TRIM AS REQUIRED TO SOFFIT ASSEMBLY MANUFACTURED PULL DOWN STAIR FINISH CEILING CONTINUOUS BEKD_ OF SEALANT AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION O [AIR SEALING AT ATTIC HATCH //FINISH SCREWS WOOD FRAME SOFFIT ° O ASSEMBLY DRAWN: M.ROMANELLI --INTERIOR CABINETRY-- CHECK: J. SBAGLIA SCALE: AS NOTED DATE: 41812021 AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR AIR SEAL AT CABINET SOFFIT H SINGLE-STORY SEA EREO 4rEw F F ;. ,fie►SHEET NUMBER: SPECIFICATIONS REV151ON5: STORY 1. THE TERM "CONTFACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE 31. ALL OTABLE WATER SUPPLY ING HE HOUSE SHALL BE 3/4" E WORK OF ALL RS LOYED BY HIM. PROPOSED 'TVA® 2H NO CONTRACTORTSHALLB EC BROUGHTONTO PTHE SITE WITHOUT FIRST EXTERIOR OF EXTERIORPWALLS ORHUNHEATED BRANCHES SHALL DBETINSULATED PFROM LOFREEZNGN PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW WITH INSULATION HAVING A MINIMUM R=2.0. AND/OR OWNERS REQUIREMENTS. 1T SHALL BE THE DUTY OF THE CONTRACTOR ESIDENCE TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE REQUIRED 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT, RINSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 33, WATER METER SUPPLY PIPE TO BE A MINIMUM 1" DIAMETER. 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL ui LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. u 4 ON THESE DRAWINGSAY UCTED 155 PINEWOOD RD. CUTCHOGUE, NY 11935 ANY WAYNTHE CONTRACT BETWEENMTHEBOWNIER ANDRTHE CONTRACTOR TNG IN Lu 36. A35. LLNPAINTS RAND PROVIDE PAINTING MATERIALS REQUIREDTBY THETO AND INSTALL ALL OULETS. WIRING SERVICE, �5 } 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS ~ U z DIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. RECOMMENDED BY THE MANUFACTURER FORTHE SERVICE REQUIRED. = Q IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL U lI RESPONSIBILITY. 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, DL IL_ (3 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE FLOORS, SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY Q RE z AND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. PERFECT I CONDITION.NG OF AINTING WORK IN BUILDING, LEAVING HIS WORK IN Q 7. THESE PUNS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 3B. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER & COVERED IN WET WEATHER. tz 0 F' CONFORM TONEVERTHELESS, NEW WHETHER SPE STATE UNIFORM OR NOT.ALL CP STRUCTION AND�BVILDING 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND Q z m CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW MADE READY FOR FINISHING AND SHALL RECEIVE ONE COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED ED PRIMING Z YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH BY Q X O O' JURISDICTION AND VARIANCES. 40 NCONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO o[ O 5e B. IN THE EVENT THAT NOTED CONDITIONS OR CONFLICTING CONDITIONS ARE INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF O 2 O o x ex DIFFERENT THAN FIELD CONDITIONS THE CONTRACTOR SHALL NOTIFY THE NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), --- d m: 36.Hc .r- 003 ARCHITECT IMMEDIATELY. CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS 1F REQUIRED. S32" c'WOOo"cE J 9. ANYTHING NOT SHOWN ON THESE DRIVANGS BUT MENTIONED IN THESE 41. ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN r5 _ SPECIFICATIONS OR VICE VERSA, SHALL IE FURNISHED AND PERFORMED AS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. N THOUGH SPECIFICALLY MENTIONED IN BOH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN Z 'AYErS 10. THE CONTRACTOR SHALL REPLACE WHIN ONE (1) YEAR OF UNHEATED SPACES TO BE INSULATED. COMPLETION, WITHOUT ADDITIONAL CHACE, ANY WORK WHICH DEVELOPS IU'I E) - DEFECTS DUE TO POOR WORKMANSHIP OR INFERIOR MATERIALS. 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY Ln 11. THE CONTRACTOR SHALL PROVIDE Al MATERIALS. LABOR AND AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. m EQUIPMENT REQUIRED FOR THE PERFOREANCE OF HIS WORK. STANDARD METHODS. N w NGROUND GENERAL NOTES: - O sww yorav1. . 12. THE CQNTRACtOR SHALL BE LIABLE DR ANY ALL V101ATIONS OF THE LAW d O EAVERS PAVLPS AND ANY DAMAGE TO ADJOINING PROP , ETC. CAUSED BY HIM OR HIS 1• GENERA! CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. O EMPLOYEES. UJ ll/ fY 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR 2 PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. U p O w lylo]'.9� : EXISTING OTHERWISE, INCLUDING TREES AND UNDiRGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN W psx 3 SCREEN PORCH OWNER. TOTAL FEET VENTILATION AREA. 14. AL PLANTING WHICH IS AGREED SHILL BE LEFT STANDING AND 1 w Z ,q, r s ww<E 329 "iu 52'. 2 UNDISTURBED AND SHALL BE PROTECTEC FROM DAMAGE BY CONSTRUCTION 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL _ ,,11 SPACE INHABITABLE BASEMENT SHALL BE 20'-0" HORIZONTALLY, 8'-0" � W A ea j� DURING ALL STAGES OF WORK. VERTICALLY. LLJ D- NEW FIRS rAv.s ' ��j Lz In O 7 FLOOR a u 15. THE CONTRACTOR SHALL EXCAVATE HE GROUND TO THE DEPTH S. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED ATIn 0 r✓ ADDITION% 3 wo, CVRD. REQUIRED BY THE FOUNDATIONS AND DOTINGS AS SHOWN ON THE INTERVALS OF NOT MORE THAN 20 FEET. Q a t f PORCH DRAWINGS AND SHALL BE LAID OUT FOM THE SURVEYORS STAKES AND SHALL BE LIABLE FOR THE CORRECTNES OF THE LAYOUT. 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF U 12.4' `r 16. ALL TOPSOIL SHALL 8E REMOVED AD STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 3,000 SO. FT. r'1 woon NE SECOND AT FINAL GRADING. V p1E F FLOO ADDITION 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE 0 17. THE CONTRACTOR SHALL CLEAN OUTA,Y OF HIS RUBBISH OR OTHER N 5 ^ ew"onrx DEBRIS WHEN REQUESTED TO DO SO AN !HAL LEAVE HIS WORK IN AC FRAMING NOTES AND WOOD SPECIFICATIONS: O m oA PERFECT CONDITION AND/OR BROOM CLUN AT COMPLETION OF EACH 0 01 22.7' .F DFCH rz WORKING DAY. HE SHALL ALSO PROVILER7R ON SITE STORAGE OF 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 (OR SELECT STRUCTURAL 11. x° caxcRcte 32'0 Ho 'v CONSTRUCTION DEBRIS IN AN APPROVED WNNER. GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE Q 1; 18. BEFORE COMPLETION OF WORK, THEMNTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. r x THE PLOT BY REMOVING ALL BRICKBATS CHUCK OF CEMENT, PIECES OF 2. JOISTS AND GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER w LUMBER AND OTHER DEBRIS ACCUMULAT3 DURING THE BUILDING AND U oo H 1 THEN BRING THE PLOT TO FINAL GRADE)SING THE STORED TOPSOIL. MAUNFACTURER'S SPECIFICATIONS. u 1 mlvewAN ^ 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR w nx 19. THE CONTRACTOR SHALL PROTECT H WORK FROM THE WEATHER DURING l''I _ a ; s9 N IT'S PROGRESS BY THE USE OF ROUGH CNCLOSING DOORS, TARPAULINS OR JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. U 1 a Q o z E_ O OTHER ADEQUATE MEANS. 4. USE 'SIMPSON' METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. z ' O EQ 4- � 20. CONCRETE TO HAVE A MINIMUM FC400 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. o > ur 112.81 3 soi :AS se.z 21• ALL FOOTINGS, PIERS, ETC. SHALL RST ON UNDISTURBED SOIL HAVING A S. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD 1JTlErtY 1��•glg MINIMUM BEARING CAPACITY OF TWO (1)TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. o U Pori E'^' w r°`e ARE ENCOUNTERED. THEN CONTACT THEIRCHITECT TO INVESTIGATE SOIL °F"°"Anr^RPs CONDITIONS. 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER/HEADER O 22. MAIN SILLS TO BE "ACO" DOUGLAS-R SIZE AND AMOUNT AS CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. wr rnneosrAYE+a as9 sst INDICATED ON DRAWINGS. 23. ALL EXTERIOR WOODWORK SHALL BORST QUALITY WHITE PINE, FREE 7. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND _ PINEWOOD ROAD FROM OIL SHAKES AND LARGE BLACK, (UNSOUND KNOTS. ALL JOINTS TO CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. ,va z BE SQUARE. REFER TO STANDARD STRAPPING DETAILS. 24. ALL EXTERIOR SHEATING TO BE 1/:"CDX" OR 1/2" EXT. GRADE B. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE om SHEATHING WITH 'TYVEK' HOUSE WRAP CKING REQUIRED TO TRANSFER ALL LOADS. E9GE OP rAYEIAENT 25. THE CARPENTER SHALL DO NECESSf CUTTING OF BEAMS, JOISTS ETC. THAT MAY BE REQUIRED BY OTHER TRAE. 9, ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, COX PLYWOOD, 1/2- MINIMUM HECK:J.SbAGLIA THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES GES AND D RAWN:M.R .LI 26. COLOR OF ROOF SHINGLES AND S16 AS SELECTED BY OWNER. CENTERS IN THE FIELD. CAGLIA 27. ALL INTERIOR FINISHES; COLOR, ST)AND MATERIAL; AS PER OWNER. SCALE:A5 NOTED 28. ALL INTERIOR WALLS AND CEILINGS HAVE 1/2" GYPSUM WALLBOARD 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THESTRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. DATE: 4/a/2021 TOW OF SOUTHOfD FINISH. ALL JOINTS SHALL BE NEATLY 'ED AND SANDED AND READY FOR SEA ZONING INFORMATION ZONE R-40 PAINT FINISH OR WALLPAPER. (MINIMUM REE (3) COATS JOINT COMPOUND- 11. PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINGS OR ZONING ITEM REQUIRED EXISTING PROPOSED UNLESS NOTED OTHERWISE ON PLANS.) AS PER PLANS. USES SINGLE FAMILY DOES NOT COMPLY VARIANCE REQ. 29. INSTALL ONE (1) SHELF IN EACH CTHES CLOSET AND A CLOTHES 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION LOT COVERAGE MAX. 12,900 SF(2030 2,226 SF- HOUSE 2,264 SF-HOUSE POLE UNDER THE SHELF. LINEN AND P,TRY CLOSETS SHALL HAVE FIVE MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 WFCM OR LATEST EDITION, 241 SF -SCREEN PORCH 241 SF -SCREEN PORCH (5) SHELVES. 38 SF -BACK PORCH 80 SF -BACK PORCH 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACO' TREATED IN 114 SF -FRONT PORCH 147 SF -FRONT PORCH 30. ALL BRICKWORK FOR CHIMNEY SHALL'E SELECTED COMMON RED BRICK. PROPOSED SITE PLAN - POOL 509 SF -POOL ALL JOINTS SHALL BE WELL BUTTERED Al MADE TIGHT AGAINST THE ACCORDANCE WITH AWPA STANDARDS. �l 1,_1- � Tia7 SF -HOT T�T+g 17 sF -Hor n+B WEATHER AND SHALL BE TOOLED. UPONOMPLETION THE BRICK WORK 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON, USP MAY BE SUBSTITUTED. 3,165 SF - TOTAL 3,270 SF-TOTAL SHALL BE CLEANED WITH MILD ACID AND=FT IN PERFECT CONDITION. 5HEt-NUMBER: BY OCONNOR - PETITO, L.L.C. SITE PLAN BASED ON SURVEY PROVIDED FRONT YARD 35'MIN, 37.2' NO CHANGE _ 05/23/2021 REAR YARD 35'MIN. 61.1' NO CHANCENOTE; NOTE: NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING 25'AGGREGATE 24.0 24.0'-AGGREGATE CONSERVATION CODE SIDE YARDS) NO CHANCE PLANS FOLLOW :618 INTERNATIONAL�NERGY DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION T 1 25' SPECIFICATIONS REVISIONS: 1 . THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL BE 3/4 't , T G` RyTHE WORK OF ALL THE SUB-CONTRACTORS EMPLOYED BY HIM. / PEX, K TYPE, WITH 1/2" BRANCHES TO ALL FIXTURES. PIPES LOCATED IN 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM FREEZING PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW WITH INSULATION HAVING A MINIMUM R=2.0. AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE CONTRACTOR TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE REQUIRED 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 1 " DIAMETER. 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL Ln 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. N le-v Y 1 94. NOTHING ON THESE DRAWINGS MAY BE MISCONSTRUCTED AS MODIFYING IN 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, U W - ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. I-- H 0 pi or.W00D RD . LUI 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE �W- _ }: 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS - U 7- DIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIREDCV. IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL U Q 0 w RESPONSIBILITY. 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, Q FLOORS, SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY z 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE RETOUCHING OF PAINTING WORK IN BUILDING, LEAVING HIS WORK IN Q I-- � AND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. PERFECT CONDITION. J 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER & COVERED IN WET' WEATHER. ~ NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND Q _z m CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING MADE READY FOR FINISHING AND SHALL RECEIVE ONE (1 ) PRIMING m z CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED BY < X YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH OWNER Z U m JURISDICTION AND VARIANCES. 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO = w 0 0 •0 INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF O so. 8. IN THE EVENT THAT NOTED CONDITIONS OR CONFLICTING CONDITIONS ARE " � p"HIGH _ _ DIFFERENT THAN FIELD CONDITIONS THE CONTRACTOR SHALL NOTIFY THE NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), Q p- ;6"HIGH+� n° 1 g 00 1.2'W _ - 1 (�1 ARCHITECT IMMEDIATELY. CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS IF REQUIRED. RET.WALL C 3 L/ - ��rOOD FENCE p8'S J ° 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE 41 . ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN o.$W SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. N THOUGH SPECIFICALLY MENTIONED IN BOTH. Z PAVERS N 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN 49,1 49,2 TREE 0 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1 ) YEAR OF UNHEATED SPACES TO BE INSULATED. ' ❑ 49'2 i4O 49,3 O COMPLETION, WITHOUT ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY Ln ° - DEFECTS DUE TO POOR WORKMANSHIP OR INFERIOR MATERIALS. '' O AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. 4�_ 11 . THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. N QUI IN GROUND w EQUIPMENT REQUIRED FOR THE PERFORMANCE OF HIS WORK. GENERAL NOTES: o - 0 SWIMMING POOL o 51'8 Q 12 THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW 0 16'X32' a AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. �L PAVERS PAVERS Co W CL/ EMPLOYEES. 2. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. U I) O0 �I TW-4K4' 13 THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR .BW=qri�� � � Z O WALL 10.7' z a OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN 49.2 a 3 EXISTI I OWNER. TOTAL FEET VENTILATION AREA, W > W p"HIGH 4 d d oss �,, �� a SCREEN PORCH 14. ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND � W z 49.4 529 x52,4 52.9x 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL MAS.WALL 12$� UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION , „ (n z W PLANTER Lu I 2.1:4 DURING ALL STAGES OF WORK. SPACE/INHABITABLE BASEMENT SHALL BE 20'-0'9 HORIZONTALLY, 8'-0" LU p_ NEW FIRS VERTICALLY. FLOOR A PAVERS 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH 5. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT LnU O - p� '`I 52.9 �. CVRD. REQUIRED BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE INTERVALS OF NOT MORE THAN 20 FEET - _ ADDITION 3 w HOT' ' � �...�.�4....:.,,.... ,� 1 PORCH U 36, DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND Q a? ,,";�`! �� SHALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT. 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF ") I CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF U 12.4' i 16. ALL TOPSOIL SHALL BE: REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 39000 SQ. FT. STORY � FRAME: : ;. NEW SECOND AT FINAL GRADING. Q WOLF 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE i� NOUSE ,�c. GARAGE >;' FLOOF� ADDITION 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER 6'WOODFE� DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN FRAMING NOTES AND WOOD SPECIFICATIONS: O AC 23.6 ; GATE PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH 01 � � 9VRD. PO CH 'cv�. . " 24:5 �` �`: /22.73�.•0� _e x53,2 WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 OR SELECT' STRUCTURAL -11.4 x -- �. CONSTRUCTION DEBRIS IN AN APPROVED MANNER. GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE 52,0 CONCRETE 543x Q a18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 19600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. a PL z THE PLOT BY REMOVING ALL BRICKBATS CHUCK OF CEMENT PIECES OF lLJ LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND 2. JOISTS ANDGIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER U W MAUNFACTURERS S SPECIFICATIONS. z ,ASPHALT cv ° N ' THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. W DRIVEWAY ° II �j1 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR _� w ILJ w W 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. (n AA u ITS PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS TARPAULINS OR Q Q U p w [ w FE Z ° ¢ 1s'N I O OTHER ADEQUATE MEANS. 4. USE 'SIMPSON' METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. w ry R 1 ' O 3 �0 4sN 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. z 1 1 2 . 8 1 50,7 H 2.0'E7 / 53,2 w 21 . ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD O > FD MON9 5 "W 10 0 . 9 8 ' UTILITY MINIMUM BEARING CAPACITY OF TWO (1 ) TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. 0 0 UTILITY POLE ARE ENCOUNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL POLE OVERHEAD WIRES CONDITIONS. 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER/HEADER 0 22. MAIN SILLS TO BE "ACQ" DOUGLAS-FIR SIZE AND AMOUNT AS CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. SL46 EDGEOFPAVEMENT 5L99 5264 49.80INDICATED ON DRAWINGS. I-- PINEWOOD ROAD 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE 7. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. x 49:95 x 50,73 xSlso x 521 x52JFROM OIL SHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO 1 BE SQUARE. � REFER TO STANDARD STRAPPING DETAILS. EXISTING END OF MAIN 24. ALL EXTERIOR SHEATING TO BE 1 1 2 .� .� .� ,� �,�._�, � /2CDX OR / EXT. GRADE 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE x 49.47 519 ..5oe6 5,a� SHEATHING WITH 'TYVEK' . HOUSE WRAP BACKING REQUIRED TO TRANSFER ALL LOADS. EDGE OF PAVEMENT 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. 9. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1 2" MINIMUM THAT MAY BE REQUIRED BY OTHER TRADES. THICKNESS. ALL SHEATHING :HALL BE NAILED 6D NAILS 4" CENTERS AT EDGES AND 6" DRAWN: M.ROMANELLI 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. CHECK: J. SBAGLIA 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. CENTERS IN THE FIELD. SCALE: AS NOTED �, 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE DATE: 4/8/2021 � 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1/2 GYPSUM WALLBOARD STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. �Q-�� v• ��, FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR SE ,`GPAINT FINISH OR WALLPAPER. (MINIMUM THREE (3) COATS JOINT COMPOUND- 11 . PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINGS OR sit 4Rc TOWN of SOUTHOLD " UNLESS NOTED OTHERWISE ON PLANS.) AS PER PLANS. ZONING INFORMATION ZONE R-40 29. INSTALL ONE (1 ) SHELF IN EACH CLOTHES CLOSET AND A CLOTHES 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION ZONING ITEM REQUIRED EXISTING PROPOSED (5) SHELVES.POLE UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE USES SINGLE FAMILY COMPLIES NOHANGE MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 WFCM OR LATEST EDITION. LOT COVERAGE MAX. 2,900 SF (207.) 2,226 SF - HOUSE 2,26 SF - HO SE- 30 ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON RED BRICK. 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN PROPOSED SITE PLAN 381SFF - BACK EPORCHPORCH 801 SF ACKEPORCH PORCH ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT AGAINST THE SCALE: 1" = 16'-0" ACCORDANCE WITH AWPA STANDARDS. ti 114 SF - FRONT PORCH 147 F RONT PORCH WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE BRICK WORK 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON; USP MAY BE SUBSTITUTED. 2,619 SF - TOTAL 2,732 SF - TOTAL SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. BY 0 CONNOR - PETITO, L.L.C. HE BER: SITE ALAN BASED ON SURVEY PROVIDED FRONT YARD 35' MIN. 37.2' NO C AN E 05/23/2021 REAR YARD 35' MIN. 61.1' NO HANG NOTE: NOWORKSHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING SIDE YARD(S) 10' 11.4' N CHANGE PLANS TO FOLLOW 2018 INTERNATIONAL ENERGY DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION 25' AGGREGATE 24.0' - AGGREGATE CONSERVATION CODE CLIMATIC: AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2( 1 ) TABLE 401 .4. 1 REVISIONS: PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER CLASS OF MATERIAL LOAD-BEARING PRESSURE ROOF J '- SNOW DESIGN WEATHERING FROST LINE TERMITE UNDERLAYMENT FLOOD pounds per square foot LOAD SPEED (MPH) CATEGORY DEPTH REQUIRED HAZARDS 21V 2'V 21V 21V 21V 2'V 2•V 2'V Crystalline bedrock 12,000 R301.2 (5) R301.2 (4) R301.2 (2) R301.2 (3) R301.2 (6) R905.2.7.1 1ry 1ry 1ry 1ry 1ry 1ry 1ry 1J'v Sedimentary and foliated rock 4,000 we Lkv WASHER LAV we MOD. TO MB SH 0 WER B 20 PSF 110 MPH C SEVERE 36" HEAVY REQUIRED N/A Sandy gravel and/or gravel (GW and GP) 3,000 2ND.FL. Ln Sand, silty sand, clayey sand, silty gravel and clayey gravel 2•w 2•w 2'w 2•w 2•W 2•W 2•W TABLE 3 . 1 NAILING SCHEDULE (SW, SP, SM, SC, GM and GC) 2,000 C'° ' 21W 4•S 4'S 4'S 4'S 4'S 21W 21W IC.❑, u REF: 2001 WOOD FRAME CONSTRUCTION MANUAL U w NEW BATH #3 LAUNDRY MASTER BATH - Clay, sandy clay, silty clay, clayey silt, silt and sandy silt 20u 2•V 2•v 21v W ►- JOINT DESCRIPTION NUMBER OF NAIL SPACING (Cl, ML, MH and CH) „ „ „ „ „ COMMON NAILS 1r v 1 v 1r v 1 v 1 v 1r v 1r v TABLE 402.2 MINIMUM SPECIFIED we v . LAV LAV = CZQ ROOF FRAMING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE COMPRESSIVE STRENGTHa(f'c) �7 -'R si K p wwe B U II U p w RAFTER TO TOP PLATE (TOE-NAILED) 2-8d PER RAFTER Weathering potential 1sT' FL. 2•W 2•W7Q UJ __J z TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION 2'W 2'W 21W 21W 2•W _q w Q CEILING JOIST TO TOP PLATE (TOE-NAILED 2-8d PER JOIST Negligible Moderate Severe C'0.I 4'S 4'S 4'S 4'S 4'S 2•W IC.❑. (- CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) 3-16d EACH LAP Basement walls, foundations and other concrete not exposed to the weather 2,500 2,500 2,500c BATH #2 KITCHEN BATH #1 U� CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 3-16d EACH LAP Basement slabs and interior slabs on grade, except garage floor slabs 2,500 2,500 2,500c C.O. C.O. z COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE 4'S BLOCKING TO RAFTERTOE-NAILED 2-8D EACH END Basement walls, foundation walls, exterior walls and other vertical ALL 2 500 3 OOOd 3 OOOd THE F GING IN CRAWL SPACE SHALL BE HUNG FROM CONNECT Q x0 ( concrete work exposed to the weather OR JOISTS WITH STAINLESS STEEL HANGERS TO SEWER z U m RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END TYPICAL. _ Porches, carport slabs and steps exposed to the weather, Lu O p p p 2,500 3,000d,e,f 3,500d,e,f ALL PLUMBING MATERIALS AND METHOD OF HOUSE TRAP O Q WALL FRAMING and garage floor slabs REQUIREMENTS, INSTALLATION TOINSTALLATIONS TO BE PER BING BE BYODLCENSED PLUMBING RISER DIAGRAM TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D 1 PER FOOT For tr 1 pound per square inch = 6.895 kPa. PLUMBING CONTRACTOR. TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 16D JOINTS EACH SIDE a. Strength at 28 days psi. NO SCALE ( ) b. See Table R301.2(1) for weathering potential. PLUMCODEBING MUST PROVISION BE USING CODDE ACCEPTABLE TO STUD TO STUD (FACE-NAILED 2- 16D 24 O.C. c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in MATERIALS. HEADER TO HEADER FACE-NAILED 16D 16" O.C. ALONG EDGES accordance with Footnote d. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2- 16D PER 2"x4" STUD d. Concrete shall be air-entrained. Total air content (percent by volume of concrete) shall be not less than 5 percent or more 3-16D PER 2"x6" STUD than 7 percent. IS) e. See Section R402.2 for maximum cementitious materials content. 00 4-16D PER 2"x8" STUD f. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 1,2 than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. C) _ OR BLOCKING (FACE-NAILED) 2-16D PER FOOT FLOOR FRAMING TABLE 602A2 ( SSTD 10 - 99 ) III ry (V DESIGN WIND LOAD FOR WINDOWS AND DOORS (psf)2'3 IN BUILDINGS U O JOIST TO SILL, TOP PLATE, OR GIRDER (TOE-NAILED) 4-81D PER JOIST WITH A MEAN ROOF HEIGHT (MRH)' OF 30 FEET W/ BASIC WIND SPEED6 OF 110 mph W O >' BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END ZONE 1 ALL ZONES INTERIOR ZONE EXTERIOR ZONE w z BLOCKING TO JOIST (TOE-NAILED) 2-81D EACH END Z Ld BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK SIZE OF WINDOW 4 W A..._ D LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST OR DOOR, A (SQ. FT.) POS (+) NEG (-) NEG (-) IL/ Ln JOIST ON LEDGER TO BEAM TOE-NAILED 3-81D PER JOIST 0 < A < 25 39 -39 -45 Ln O BAND JOIST TO JOIST E=ND-NAILED) 3-16D PER JOIST 25 s A < 50 37 -38 -42 BAND JOIST TO SILL, OR TOP PLATE (TOE-NAILED) 2-16D 1 PER FOOT 50 < A < 100 35 -37 -40 FOR MORE INFORMATION 1 pound = 4.45 N. U ROOF SHEATHING SEE TABLE 3.10 OF THE 100 S A < 200 34 -36 -38 WFCM 1995 HIGH WIND ED. a. Elevated garage floors shall be capable of supporting a 2,000-pound load STRUCTURAL PANELS 8D 4"O.C. ® GABLE RAKE O.H. 200 �A 32 -35 -36 applied over a 20-square-inch area. 6O.C. ® PANEL EDGE DIAGONAL BOARD SHEATHING 12"O.C. © PANEL FEILD 1. THE 'EDGES STRIP„ (E) IS LOCATED IN THE CORNERS OF THE STRUCTURE AND EXTENDS HORIZONTALLY FROM THE b. Applies to attic spaces meeting the requirements in Section R802.4.1 for 1 3PX6" OR 1 "X8" 2-8D PER SUPPORT CORNERS IN EACH DIRECTION A DISTANCE EQUAL TO 10 PERCENT OF THE LEASTHORIZONTALDIMENSION OF THE conventional ceiling oists and Section R802.10.7 for trusses. Attics without BUILDING BUT NOT LESS THAN 3 FEET. ALL AREAS NOT WITHIN THE EDGE STRIP ARE CONSIDERED TO BE IN THE g 1 1 "X10" OR WIDER 3-8D PER SUPPORT 'INTERIOR ZONE' (W). storage are those where the maximum clear height between joist and rafter is 2. MINIMUM DESIGN PRESSURE VALUES MAY BE REDUCED BY 10 PERCENT WHEN THE ROOF SLOPE IS LESS THAN OR less than 42 inches, or where there are not two or more adjacent trusses with CEILING SHEATHING EQUAL TO 10 DEGREES (A < 10'). R301.7 Deflection. The allowable deflection of any structural member under the same web configuration capable of containing a rectangle 42 inches high by W 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. the live load listed in R301.4 and R301.5 shall notexceedthe values in 2 feet wide, or greater, located within the plane of the truss. For attics without GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD 4. EACH COMPONENT SHALL BE DESIGNED FOR MAXIMUN POSITIVE AND NEGATIVE PRESSURES. Table R301.7. TABLE 301 . 7 storage, this live load need not be assumed to act concurrently with any other z (S) 5. MEAN ROOF HEIGHT SHALL BE DETERMINED IN ACCORDINANCE WITH FIGURES 102A, 102B AND 102C. live load requirements. LLJ Q W WALL SHEATHING 6. BASIC WIND SPEEDS SHALL BE DETERMINED FROM FIGURE 104A. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS c. Individual stair treads shall be designed for the uniformly distributed live load UJ Q Q STRUCTURAL PANELS 8D 6" EDGE 12" FIELD or a 300-pound concentrated load acting over an area of 4 square inches, v z Z / STRUCTURAL MEMBER ALLOWABLE whichever produces the renter stresses. � FIBERBOARD PANELS TABLE 3 01 . 5 DEFLECTION p g o z CZ LU 7/16" 6D3 3" EDGE / 6" FIELD MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS RAFTERS HAVING SLOPE GREATER THAN d. A single concentrated load applied in any direction at any paint along the O 25/32 8D 3" L/180 O EDGE / 6" FIELD 3/12 W/ NO FIN. CEILING ATTACHED TO RAFTERS top. o U GYPSUM WALL BOARD 5D COOLERS 17" EDGE / 10 FIELD USE LIVE LOAD INTERIOR WALLS AND PARTITIONS H/180 e. See Section R502.2.1 for decks attached to exterior walls. O HARDBOARD 8D PER SUPPORT PARTICLE PANELS 8D PER SUPPORT ATTICS WITH LIMITED STORAGE g'h 20 FLOORS AND PLASTERED CEILINGS L/360 f. Guard in-fill components (all those except the handrail), balusters and panel DIAGONAL BOARD SHEATHING b ALL OTHER STRUCTURAL MEMBERS L/240 fillers shall be designed to withstand a horizontally applied normal load of 50 1 "X6" OR 1 "X80' 2-81D PER SUPPORT ATTICS WITHOUT STORAGE 10 pounds on an area equal to 1 square foot. This load need not be assumed to 1 "X10" OR WIDER 3-81D PER SUPPORT e EXTERIOR WALLS W/ PLASTER OR STUCCO H/360 act concurrently with any other live load requirement. DECKS 40 FINISH g. Applies to attic spaces not meeting the requirements for storage per FLOOR SHEATHING EXTERIOR BALCONIES 60 EXTERIOR WALLS-WIND LOADS a WITH L/240 footnote b. See Section R802.4.2 for conventional ceiling joists and Section BRITTLE FINISHES R802.10.6 for trusses. For attics with limited storage and constructed with DRAWN: M.KOMANELLI STRUCTURAL PANELS FIRE ESCAPES 40 trusses, this live load need only be applied to those portions of the bottom CHECK: J. 55AGLIA 1 " OR LESS 8D 6" EDGE / 12" FIELD d i EXTERIOR WALLS-WIND LOADS a WITH chord of not less than two adjacent trusses with the some web configuration SCALE: AS NOTED GREATER THAN 1 " 10D 6" EDGE 6" FIELD FLEXIBLE FINISHES L/120 containinga rectangle 42 inches 1067 mm high or greater b 2 feet 610 / GUARDRAILS AND HANDRAILS 200 g ( ) g g y ( DATE: 4/8/2021 mm) wide or greater, located within the plane of the truss. The rectangle shall SEA DIAGONAL BOARD SHEATHINGmm) fit betweenthe top the bottom d the bottom 1 "X6" OR 1 "X8" 2-8D PER SUPPORT GUARDRAILS INFILL COMPONENTS f 50 NOTE: L = span lengthH = span heightany other truss , . op oom canom o member, provided that each of the following criteria is met: oRa=p Alp, 1 "X10" OR WIDER 3-81) PER SUPPORT a a a. The wind load shall be permitted to be taken as 0.7 times PASSENGER VEHICLE GARAGES 50 the Component and Cladding loads for the purpose of 1. The attic area is accessible by a pull-down stairway or framed opening in ' 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 ROOMS OTHER THAN SLEEPING ROOMS 40 the determining deflection limits herein. accordance with Section 807.1; and INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL b. For cantilever members, L shall be taken as twice the length of the 2. The truss shall have a bottom chord itch less than 2: 12. cantilever. BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. SLEEPING ROOMS 30 g p . 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED h. Attic spaces served by a fixed stair shall be designed to support the 0 TO 1-16D NAIL PER FOOT. STAIRS 40 c c. For aluminum structural members or panels used in roofs or walls of minimum live load specified for sleeping rooms. 511EET NUMBER: 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. sunroom additions or patio covers, not supporting edge of glass or sandwich For SI: 1 pound per square foot = 0.0479 kN/m2, panels, the total load deflection shall not exceed L/60. For sandwich panels i. Glazing used in handrail assemblies and guards shall be designed with a safety 1 square inch = 645 mm2, used in roofs or walls of sunroom addition or patio covers, the total load factor of 4. The safety factor shall be applied to each of the concentrated deflection shall not exceed L/120. loads applied to the top of the rail, and to the load on the in-fill components. -2 These loads shall be determined independent of one another, and loads are assumed not to occur with any other live load. REVISIONS: NOTE: EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL COMPONENTS & ROUGH FRAMING. CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING 2 HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT 3 4 WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR A-5 A-6 NEW WORK PERFORMED. -g (3)2"X4" WD STUD ® CORNER TYP. CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ACCORDANCE WITH CO NYS CODES -DETECTORS SHALL CONFORM TO U.L. 2034 STANDARDS SIMPSON HT175 19'-41" 38'-9" METAL HOLD •°•° SMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL 9�_4 » • • Lo SD AND NYS CODE. 10'-0" (�EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIN.) j -� • • U � - `� I 14 SDS 1/4"X3" WD W = ------------------------ I r------------------------------I I SCREWS AS PER F— U z FIXTURE NOTE: I I I I Iry ALL MAKE, MODEL, AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. I i I i I I SIMPSON = < I I I I I j BOTTOM PLATE UU I I I I 0 Li-I WINDOW NOTE: NEW 10" CONC. FOUNDATION I I I I I z 10' 0" WALL DOWN TO 12"X2'-O" I I I I I I W 1. WINDOW DESIGNATIONS ARE ANDERSEN AND SHALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2 I SSTB20 ANCHOR BOLT —i CONC. FOOTING MIN. 3'-0" I I I I I ' � FROM SSTD 10-99 (SHEET T-2). APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED AS ( I TVP. AT HOEDOWN ' Q -� BELOW GRADE) ANCHOR 1 I I I I ; � - EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE j " I EXISTING SLAB I EXISTING CRAWL I ,t J BOLTS ® 6 -0 O.C. I I TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES) I I ON GRAD I I SPACE I I F.J. SIZE AS PER PLAN ; Q 2. A DWELLING WITHIN 1 MILE OF THE COAST SHALL ALSO CONFORM TO RCNYS SECTION R301.2.1.2 AND I I I I I r----- - I I I I SILL PLATE I I Z co PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A ; NEW 2" POURED CONCRETE "RAT" I I I I I 'I CD d- PARTIALLY ENCLOSED BUILDING IN ACCORDANCE: W/ THE BUILDING CODE OF NEW YORK STATE. _______________ _______________ ( I I Z SLAB (4,000PSI) WITH 6X6 - 10X10 I I , 1 ----------------�� W.W.F. ON POLYETHYLENE VAPOR I I I I I (1) #4 REBAR I# Q X 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/ THE PUBLISHED i i I BARRIER ON 4' CRUSHED STONE I I I I IN SHEAR CONE-MIN. i II U 0 MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 A-6 SIMPSON HOLD DOWN ; ; I --- I " BASE ON CLEAN COMPACTED FILL I I I I I ( 12" LENGTH ; ;I Z U [n OF THE RCNYS. LOCATIONS (TYP.) i F ------ - - I a (95X DENSITY) I I ( I I I ' UNEXCA ATED I I .1 (95% I I I I I I 3o MIN. I U_j O 4. ALL WINDOW MUWONS SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MUWONS OCCURRING I REBAR LENGTH ��� I O BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION R613.6 OF THE ► i ------ 1- --------------J ---------- ------------------------------ I .' Q I1. RCNYS. ; I I I ANCHOR BOLT . 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND i i I I I r---------- - --------------------------- ------------------- I WITHIN 12" OF \�� SHOWERS. GLAZING IN ANT PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM �i ; ; I I ( I SLAB ON GRADE I I I CORNER 2 EXPOSED EDGE OF THE GLAZING IS LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SAHLL BE IMPACT GLASS AS PER R308.4.5 OF THE RCNYS. �------------- I I A-6 FOUNDATION WALL I I JOIST NOTE: I I _______________ ALL WALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. JOIST BENEATH TYP. rn i I METAL HOLD—DOWN/ UPLIFT ANCHOR I • I Ln LOADS USED IN CALCULATIONS: i I I I I I N ANCHORS SILL PLATE AND STUD TO CONCRETE SLAB SCAT-E N.T.S. m G) FIRST FLOOR (L/360) o I i I I I UVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSF - _____ _____________ I - SECOND FLOOR X360) `9 r -�-+ J L I I Q LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD= 40 PSF I I EXISTING COLUMNS T I I 0 v ATTIC STORAGE U360) r------------------------------- REMAIN TVP. I ° ° ° W Iv LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD= 30 PSF WOOD POST ° U � 0 ROOF X240) I I I I I I I o o SNOW LIVE LOAD=45 PSF DEAD LOAD=10 PSF TOTAL LOAD= 55 PSF I I I " ° o 0° ° z I I EXISTING (3)2x10 EXISTING (3)2x10 EXISTING 3 I USE SIMPSON ABA44 COL. ° (REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) I I --x10 EXISTING --x10 % EXISTING - x10 II -I----------------f---------------- ----------------e------- ., .. . --�--_._.-------------1- i BASE OR EQ. I lLJ z HEADER NOTE: ( ALL EXTERIOR WALL HEADERS ARE TO BE (2) 2X12 W/ 1/2" PLYWOOD SPACER AND ALL INTERIOR HEADERS I I I I EM ING TO M I I FOOTING I I Iq REMAIN. TYP I I (SEE PLAN FOR SIZE) QL ARE TO BE (2) 2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DBL. JACK I I ISTUD WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL. SILL PLATE TYP. ALL LVL I I Simpson Strong-Tie0 DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS- FLOOR I I EXISTING CELLAR I I ABA44 EPT44A CBQ44SDS2 Lo 100X- 2.0E G-P LAM LVL FOR MAX. LIVE LOAD WITH LIMITED DEFLECTION OF L/360. I I I I _21 Ile 27'-4" 10'-10 " 9'-0 " I i COLUMN BASE U LUMBER NOTE: M i I EXISTING ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR-LARCH No. 2 (OR BETTER) W/ AN Fb OF 900 AND N I UNEXCAVATED i I I COLUMN BASE: Attaches wood post to concrete embedment SCALE:N.T.S. U AN E OF 1,600,000. (AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES) i I i I i to resist high uplift loads. Go 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE THE -I I I » i I #5 REBAR 12 O.C. VERTICAL. I I SUB—FLOOR PLACE OF CCA I I EPDXIED INTO EXISTING I I ALL JOIST HANGERS do LAG-BOLTS USED WITH 'ACQ' PRODUCTS SHALL I I I I FOUNDATION WALL TYP. I I METAL BE ZINC COATED TYP i L------------------------ --------------, i HANGER Q " SIMPSON HOU) DOWN LOCATIONS I r-----------------------------------i L--------- ---- --------------------j JOIST �., 1� 3/4 HR RATED WALL (UL DESIGN NO. 359) I I i EXISTING 5/8" TYPE 'X' ON GARAGE SIDE OF I I I I UNEXCAVATED WALL 1/2" TYPE 'X' ON 'LIVING' SIDE I I I I I ------ I -----J BOLTED TO LL_J O PROPOSED WALL I --------------------------------� ------------------------------------ i UNEXCAVATED I i BUILDING WALL z � I 4" POURED CONCRETE SLAB WITH 111 L------------------------------------- --------------------- --------------F I 6x6 10/10 W.W.M. OVER Emil VAPOR N Z --a--- --`+-� i ''` '• °• •> .`' I I BARRIER ON 6" CRUSHED STONE PROPOSED FOUNDATION WALL io _ W O • • AND COMPACTED FILL (TYP) -------_-_- BUILDING WALL LLJ ---------------------E 0 C) z � °L � � 10 NEW DOORS / WINDOWS QQ 22'-8i" 23LEDGER DETAIL'-7" 8'-51" 16'-0j" 3 o Q 0 70'-91" SCALE:N.T.S. Q ® NEW STRUCTURAL WOOD POST O LLJ in NEW STRUCTURAL WOOD POST ABOVE wooD (S) STUDS ® 16" O.C. O ---------------- NEW BEAM A-5 (REFER TO PLANS) D_ BASE PLATE O STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND AS PER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELE:MEN PROPOSED FOUNDATION PLAN p-- RES. CODE OF NEW YORK STATE. OF THE BUILDINGS THERMAL ENVELOPE, 1 ti •: 3/4" T&G A MOISTURE VAPOR RETARDER SHALL SCALE: 1/4" = 1'-0" • •. THE MECHANICAL SYSTEM SHALL BE INSTALLED ON TIE PLYWOOD SUBFLOOR BE INSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION R318 OF THE PLUMBING SYSTEM SHALL THE RES. CODE OF RIM JOIST OR AS DRAWN: M.ROMANELLI BE INSTALLED AS PER CHAPTERS 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL ANS CHECK: J. SBAGLIA HAVE A FLAME SPREAD CLASSIFICATION SCALE: A5 NOTED /� �/ WALL STRAPS-SIMPSON THE ELECTRICAL EQUIPMENT AND OF NOT GREATER THAN 200 WITH A �/ // WALL WIRING SHALL BE INSTALLED AS SMOKE- DEVELOPED INDEX OFNOT ��� ��� ,• COIL STRAP DATE: 4/8/202 1 PER CHAPTERS 33-42 OF THE GREATER THAN 450 AS PER SECTION .• REVERY STUD SE 315AND INSULATION SHALL HAVE A RES. CODE OF NYS. FLAME SPREAD INDEX OF NOT GREATER THAN 25 W/ A SMOKE- DEVELOPED THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS FOR HOT HVAC PIPES SHALL BE AS PER SECTION R316 OF THE RES. CODE PER SECTION N1103.3 OF THE OF NYS. . RES. CODE OF NYS. ,,•. (2) 2"X6" 'ACQ' SILL PLATE THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL BE FOR HOT WATER PIPES SHALL BE AS INSTALLED AS PER SECTION R702.3 CONCRETE OR CMU x PER SECTION N1103.4 OF THE AND EXTERIOR WALL COVERINGS SHALL FOUNDA11ON WALL �► RES. CODE OF NYS. BE INSTALLED AS PER SECTION R703.4 OF THE RES. CODE OF NYS. 4 SILL PLATE ANCHORS MBER: ANCHORS SILL PLATE AND STUD TO CONCRETE SCALE:N.T.S. OR CMU FOUNDATION WALL REVISIONS: NOTE: EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL COMPONENTS do ROUGH FRAMING. CONTRACTOR, IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING 2 -HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT 3 4 WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR A-5 A-6 A-6 NEW WORK PERFORMED. CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ACCORDANCE WITH 70'-91- S 0'-91"CO NYS CODES -DETECTORS SHALL CONFORM TO U.L 2034 STANDARDS 12'-8j" 10'-0" 26'-81" 21'-5" SD SMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL AND NYS CODE. 49-2" IA 15-11" 5'-6" (,g TEMP. LSS r�--- U — .. W EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIN.) Lu U — FIXTURE NOTE: LZ ALL MAKE, MODEL, AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. i ` Q �[ WALK—IN COSET �s BATS w WINDOW NOTE: 00 Q � z 1. WINDOW DESIGNATIONS ARE ANDERSEN AND SHALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2 ! IW- FROM SSTD 10-99 (SHEET T-2). APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED AS 3'_3j" i 8'_ " — EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE _ DN EXISTING PORCH TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES) TO RECEIVE NEW SCREENS, --- ------� 'r�,e AND FRAMES, CEILING do DOOR ��- 2. A DWELLING WITHIN 1 MILE OF THE COAST SHALL ALSO CONFORM TO RCNYS SECTION R301.2.1.2 , Q PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A Z (Y) PARTIALLY ENCLOSED BUILDING IN ACCORDANCE W/ THE BUILDING CODE OF NEW YORK STATE. I2j2x8 2x8 Z �- v 1 1 Z � � x 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/ THE PUBLISHED --4r 9»- ci c 15'_4 " U o. z _ o MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 ryfD OF THE RCNYS. " II 4-4 4-11 __—.--.----.-- — IPA TRY I -----------(2)2X12 W/ W PLT — -- — = W 4. ALL WINDOW MULLIONS SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MULLIONS OCCURRING EXISTING O O BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION R613.6 OF THE (2)2�C12 60 8 RCNYS. —.—_ r. ;, OST DN Q fL 011 8120V &20 ' � 2 2xs POST D D T I 6 ------ -- — -! o— _ (2)1x12 �' - � BEDROOM 1 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND o / ��- (- T D.W. I O O F_ i e'�' SHOWERS. GLAZING IN ANT PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM I I r__� �______ ________ -- _ __- 2 EXPOSED EDGE OF THE GLAZING IS LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR BATH.#2 D' W, __ __' SINK RANGE �/`� / _�___ _ ______� �' WALKING SURFACE SAHLL BE IMPACT GLASS AS PER R308.4.5 OF THE RCNYS. LA RY �/ - A-6 o JOIST NOTE: C / AFf — --(2)2x8 - RF EAT INATCHEN ALL WALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. JOIST BENEATH TYP. 'as oo ?� % I i ' N v �6'e b-jro i --------------------I � � Ln 1 1 % ' ^ " M N / f�, I ; _ ''�; REMOVE WALL A SEMBLY, PATO 04 ` J LOADS USED IN CALCULATIONS: x � _ -@m / ----- o cj I '" --------- -------`-J WALLS/ SUBFLO()R. ALIGN WALLS FIRST FLOOR X360) o o c�" 'N - LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSF -------- N I" 1 f ! AND SUBFLOORING TYP e SECOND FLOOR X360) N — x LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD= 40 PSF (2)2x8 ATTIC STORAGE L 360 _-i _ U ------------------0-____---------_—O —a--_-- - — -- r y 11J 0/ N �s (2)2x8 11'db -10" U O LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD= 30 PSF ROOF X240) Fc' _ _--SNOW LIVE: LOAD=45 PSF DEAD LOAD=10 PSF TOTAL LOAD= 55 PSF �+�o MUD- ROOM~ � I � OST DN POST D » � (REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) 8RG WALL (2)2X12 W/Y PLT - (2)2X12 W/ PLT — - - — — -- — — — — — ----- — H --------- —_ 1 (2)2x12 W/ �" PLT FLUSH ------------- -;- W Lu LLJ HEADER NOTE: 14-10 - N DN i OST DN OST D Z ALL EXTERIOR WALL HEADERS ARE TO BE (2) 2X12 W/ 1/2" PLYWOOD SPACER AND ALL INTERIOR HEADERS 10'-6" 6'-0" 5'-0" �I L_1 D_ LU ARE TO BE (2) 2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5'-0` SHALL HAVE A DBL JACK STUD WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL SILL PLATE TYP. ALL LVL Q-' ___-`-----�---------�--___----.-- - � _ - -� o � I R/ Ln UI DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALL UNIFORM LOADS- FLOOR i » 'co Ln 10056- 2.0E G-P LAM LVL FOR MAX. LIVE LOAD WITH LIMITED DEFLECTION OF L/360. ` }---------___�____�._____.�__._�Q 27'-4" 4- / r I Z_" b OFFICEcoO o UCJ0 CU I i N cs LUMBER NOTE: M F GARAGE Of x ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR-LARCH NO. 2 (OR BETTER) W/ AN Fb OF 900 AND N 8 IX. CEILING TO REMAIN N AN E OF 1,600,000. (AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES) f� i Z v cn 5i 'ACQ DESIGNATION TO REFERS CURRENT ARSENIC-FRE TREATED WOOD STANDARDS AND SHALL TAKE THE PLACECCA' - ------ --- - - J ^ '--- X - N o (3)2x4-\ f f ~-------------- 3)2z4 ------ � i � ALL JOIST HANGERS do LAG-BOLTS USED WIWITHACQ PRODUCTS SMALL / ------ y-- ---- BE ZINC COATED TYP -� (2)412 a� SIMPSON HOLD DOWN LOCATIONS jI 6 CLOSE (3)1W 46 CLOSE 0-1- -f 3)2x4 (2)212 3/4 HR RATED WALL (UL DESIGN NO. 359) NEW FOOTING 2'x4'x1' DEEP (3)2x4 _ _1___,__--�: - 111 5/8" TYPE 'X' ON GARAGE SIDE OF (2)2x12 WPLT WALL 1/2" TYPE 'X' ON 'LIVING' SIDE -- Q__ _ _ �}-_-----_--------. _�- � / " coi " (3) 32x4 (3)2x4 ) IW PROPOSED WALL 8x8 ON DOOR I _ I 8x8 ON DOOR (2)2x8 _--- --—-- — (2)2x8 -� rl M Z O ------------------ (2)11 7?8 LVL L-----J (2)11 7y8 LVL RAILING AS —_—_-- 2 2x8_— — W LL- a` ;w::• PER CODE TYP l•:a' " ' ` :" :''r PROPOSED FOUNDATION WALL - Lu z ------------------ C W L.L_ V V J --� Iv 8 z � TW2� NEW DOORS / WINDOWS 5-11 10'-9i" 5'-111" 7'-11 3'-31" 3'-3j" 9'_1» 4'-0j" 10'-91" 3'-3j" 3'-31" 3f_1» p- O LLJ 22'-81" 23'-7" 24'-6" ® NEW STRUCTURAL WOOD POST 70'_9j" O O IN NEW STRUCTURAL WOOD POST ABOVE � O ---------------- NEW BEAM 1L STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND 1 AS PER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELEMENT, OMIPOSED FIRST FLOOR PLANRES. CODE OF NEW YORK STATE. OF THE BUILDINGS THERMAL ENVELOPE,A MOISTURE \VAPOR RETARDER SHALL : THE MECHANICAL SYSTEM SHALL BE INSTALLED ON THE BE INSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION R318 OF THE RES. CODE OF NYS. DRAWN: M.ROMANELLI THE PLUMBING SYSTEM SHALL BE INSTALLED AS PER CHAPTERS CHECK: J. SDAGLIA 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION SCALE: AS NOTED THE ELECTRICAL EQUIPMENT AND OF NOT GREATER THAN 200 WITH A DATE: 4/8/2021 WIRING SHALL BE INSTALLED AS SMOKE- DEVELOPED INDEX OFNOT GREATER THAN 450 AS PER SECTION RES. HAPODE OF NYS. R315AND INSULATION SHALL HAVE A SEA PER CHAPTERS 33-42 OF THE FLAME SPREAD INDEX OF NOT GREATER THAN 25 W/ A SMOKE- DEVELOPED tER THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS A ' FOR HOT HVAC PIPES SHALL BE AS PER SECTION R316 OF THE RES. CODE PER SECTION N1103.3 OF THE OF NYS. RES. CODE OF NYS. THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL BE FOR HOT WATER PIPES SHALL BE AS INSTALLED AS PER SECTION R702.3 PER SECTION N1103.4 OF THE AND EXTERIOR WALL COVERINGS SHALL RES. CODE OF NYS. BE INSTALLED AS PER SECTION R703.4 CF OF THE RES. CODE OF NYS. UMBER: REVISIONS: NOTE: EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL COMPONENTS do ROUGH FRAMING. CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR NEW WORK PERFORMED. 2 3 4 A-5 A-6 A-6 CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ACCORDANCE WITH CO NYS CODES -DETECTORS SHALL CONFORM TO U.L 2034 STANDARDS ��-7 " 27'-3" 21'-5" SD ASNDOKE NYS DETECTORS. SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL 4'-51" 3'-1;" 6'-61" 13'-1" 7'-11" 6'-5" 3'-11" 3'-11" LO Ln CODE EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS 50 CFM MIN. W Lu FIXTURE NOTE: I Q60 RUBBER MEMBRANE _ � z ALL MAKE, MODEL, AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. I ROOFING ON FLAT ROOF Q �[ I 2x4 SLEEPERS W/ TREX U U I w OR EQUIV. DECKING 0 W WINDOW NOTE: I o_ MATERIAL Q LLJ z 1. WINDOW DESIGNATIONS ARE ANDERSEN AND SHALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2 FROM SSTD 10-99 (SHEET T-2). APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED AS I BALCONY EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE I SLOPE SLOPE_ ON FLAT ROOF TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES) I {- 2. A DWELLING WITHIN 1 MILE OF THE COAST SHALL ALSO CONFORM TO RCNYS SECTION R301.2.1.2 AND I PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS 9R THE BUILDING SHALL BE DESIGNED ASA I Z (� PARTIALLY ENCLOSED BUILDING IN ACCORDANCE W/ THE BUILDING CODE OF NEW YORK STATE. SHOWER GLASS W/ zx 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W THE PUBLISHED 1 I RUBBER MEMBRANE FROM _ v , Q MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE: THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 A-6 I WALL TO,WALL BEHIND ,_----- ---- z U 0 OF THE RCNYS. I GLASS ~'- FWH 068 (2)TW3046 = IL/ TEMP dLA 4. ALL WINDOW MULLIONS SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MULLIONS OCCURRING Icy I TW3 2 SS (2) 102 2x10 " O BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION R613.6 OF THE (2)TW3046 O Q D_ RCNYS. I (2)2 N i7 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND 0 -- r -- SHOWERS. GLAZING IN ANT PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM I {--- ' `- - -_- j 2 EXPOSED EDGE OF THE GLAZING IS LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR I 2X10 R.R: d " o , " WALKING SURFACE SAHLL BE IMPACT GLASS AS PER R308.4.5 OF THE RCNYS. I I 016 d 11 -2 9-6 8-0 c5 1T-11" v A-6 j SLOPE , \m N JOIST NOTE: I " WALK—IN COSET.. --- CABLE " ALL WALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL JOIST BENEATH TYP. i 2X101R.R. �i W c STUDY � °O I �s a m N , ° MASTER co ,r� I—n0 _ BATH "I +6 3 - �� IN MASTER m LOADS USED IN CALCULATIONS: ;I w � � `� FIRST FLOOR X360) I I - _ - _......---..... % BEDROOM o _ LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSF - \\ t I ��5 CATHEDRAL CEILING ` N _ SECOND FLOOR (L/360) :1 SLOPE -`" KET 3 .; I I � LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD= 40 PSF \ I ` ATTIC STORAGE (L�360) L. - \ --- -----------__ ----- I�._I nn ,,_ LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD= 30 PSF �... __ r----- -- ----- I ----_------____.__ / i�H ACFIN ATTIC i- -''��ATTIC - PROCDE I� - -�_-� ROOF L 240) t I - 6 U O-'�- _------i !!! DOUBLE FRAMING N U O • AROUND OPENING SNOW LIVE LOAD=45 PSF DEAD LOAD=10 F'SF TOTAL LOAD= 55 PSF ''*`' I I PROVIDE ICE SHIELD_ _ ___ . _�y\ /+'` (REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) !� f . AS PER R905.2.7.1 �; \ ` 2 X 6 PKT DR oo O ." N I !- o \ /�o ;. o of LL l w ' °- - MLLJ o I ! .. -- HEADER NOTE. _ - rr, _. ... _ ___ __- � - FLASHING TYP �__ --- ---- _ e Q' D 1 R Z W ALL EXTERIOR WALL HEADERS ARE TO BE (2) 2X12 W/ 1/2" PLYWOOD SPACER AND ALL INTERIOR HEADERS I I N _ _.. TH� o _ _ -_� a - ARE TO BE (2) 2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DBL JACK - " �` - -- ----- ^^ // Lo STUD WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL SILL PLATE TYP. ALL LVL I __...-. ' c'S 0- _ L� BA 3 DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS- FLOOR I I " � BEDROOM #4 -I Ln 100%- 2.0E G-P LAM LVL FOR MAX. LIVE LOAD WITH LIMITED DEFLECTION OF L/360. `o `o c o � N - EXERCISE ROOM CD 1 0 N U J CONT. RIDGE VENT N CATH CEILING cj LUMBER NOTE: - X 14 RIDGE FOYER ,. _� U ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR-LARCH N0. 2 (OR BETTER) W/ AN Fb OF 900 AND I I po AN E OF 1,600,000. (AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES) - I - I - c - - - _ - PEN TO BELOW 0 AND r I WALK—IN _COS N r ACQ DESIGNATION REFERS TO CURRENT ARSENIC FREE TREATED WOOD STANDARDS A SHALL TAKE THE I -I 2X1 PLACE OF 'CCA' - �- 6- _ . 214'-0' 10r 1 ALL JOIST HANGERS do LAG-BOLTS USED WITH 'ACQ' PRODUCTS SHALL �o �% � � BE ZINC COATED TYP I I �, I 00 �a. (3)2x4 (3)2x4 La 3 - - (2)2�C12 zffffff SIMPSON HOLD DOWN LOCATIONS NI('3) 46 " I I x I;' vim' L 11 I � III 3/4 HR RATED WALL (UL DESIGN NO. 359) 1 _ N -- d (2)2�C12 tL 5/8' TYPE X' ON GARAGE SIDE OF I I - .._ _ . I; :w, io I (2) 12 3 -------------------- �� -' y J zx O 3 2 4 W / r M WALL 1/2" TYPE 'X' ON LIVING SIDE '- -!- - I L----------- a- r- (3)TW 46 o U O - __ _... . I i -- a PROPOSED WALL I - I : I . �1 � I� i I ' ; I ; 2X4 I i ' '�, ; I � � � O STAND NG E��,M' o 10)2x4 ) Z j, _ ----------------------------------- li Lu META R . E Ad TYp, � � i � � ' c� II ' i II ------------------ IBJ i i I II I ' i �r• � ', I � it — II ii PROPOSED FOUNDATION WALL ;•• •>: o o (LJ < I7 Qz -- z w � z U W NEW DOORS / WINDOWS 3'-3 " 3'-3 " 3'-3 " 11 3'-3 " 3'-3 " O 8'-6" 5'-10" 2'-9" 1 2'-10" 5'-11" j O � lie 1] I) 20'-11" 15'-7" ® NEW STRUCTURAL WOOD POST 48'-7j" O ® NEW STRUCTURAL WOOD POST ABOVE > O ---------------- NEW BEAM �- 0 STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND 1 (L AS PER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELEMENTSPROPOSED SECOND FLOOR PLAN . A-5 RES. CODE OF NEW YORK STATE. OF THE BUILDINGS THERMAL ENVELOPE, ti A MOISTURE \VAPOR RETARDER SHALL THE MECHANICAL SYSTEM SHALL BE INSTALLED ON THE BE INSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION R318 OF THE RES. CODE OF NYS. DRAWN: M.ROMAN ELLI THE PLUMBING SYSTEM SHALL BE INSTALLED AS PER CHAPTERS — CMECK: J. SBAGLIA 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION SCALE: AS NOTED THE ELECTRICAL EQUIPMENT AND OF NOT GREATER THAN 200 WITH A DATE: 4/8/2021 WIRING SHALL BE INSTALLED AS SMOKE- DEVELOPED INDEX OFNOT PER CHAPTERS 33-42 OF THE GREATER THAN 450 AS PER SECTION SEA RES. CODE OF NYS. R315AND INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 25 W/ A SMOKE- DEVELOPED EKED '�RCy� THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS 4�l FOR HOT HVAC PIPES SHALL BE AS PER SECTION R316 OF THE RES. CODE .� PER SECTION N1103.3 OF THE OF NYS. RES. CODE OF NYS. THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL BE FOR HOT WATER PIPES SHALL BE AS INSTALLED AS PER SECTION R702.3 PER SECTION N1103.4 OF THE AND EXTERIOR WALL COVERINGS SHALL RES. CODE OF NYS. BE INSTALLED AS PER SECTION R703.4 OF THE RES. CODE OF NYS. EM! NUMBER: REVISIONS: . NOTE: EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL COMPONENTS do ROUGH FRAMING. CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING .HAS BEEN EXPOSED SO THAT ACTUAL CONDIT1014S MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR NEW WORK PERFORMED. CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ACCORDANCE WITH 2 3 NYS CODES -DETECTORS SHALL CONFORM TO U.L. 2034 STANDARDS A-5 4 S A-6 A-6 OSD SMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL Lf) AND NYS CODE. '-4" 25-11" '-4" 21'-5" '-4" u ►- C - `I/I j EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIN.) r - - _ _ _ __ __ _-_ __ _ __ -- __ _ - U u--� _ �- I �— z FIXTURE NOTE: . . ALL MAKE, MODEL, AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. . Ut ILL_ U R/ O W WINDOW NOTE: I I Q z 1. WINDOW DESIGNATIONS ARE ANDERSEN AND SHALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2 I : W - . APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED AS . Q FROM SSTD 10-99 SHEET T2J EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE I J F- TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES) PROVIDE 3 1/2"x5" CONT. GUTTERS TYP. 2. A DWELLING WITHIN 1 MILE OF THE COAST SHALL ALSO CONFORM TO RCNYS SECTION R301.2.1.2 AND 1 THROUGHOUT; CONTRACTOR TO EVALUATE SITE I Q DI N AND PROVIDE APPROVED 'LEAF z m CON T10 S PR PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS Q$THE BUILDING SHALL BE DESIGNED ASA A-6 CD - PARTIALLY ENCLOSED BUILDING IN ACCORDANCE W/ THE BUILDING CODE OF NEW YORK STATE GUARD SYSTEM AS REQUIRED TO KEEP GUTTERS I (I IAND LEADERS FREE AND CLEAR OF ALL DEBRIS z TO PREVENT CLOGS. (TYP.) I U O 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALIL BE ANCHORED IN ACCORDANCE W/ THE PUBLISHED I IIIx MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 i °' z ❑ 1 . j 'o- OF THE RCNYS. " - - -- - +-=- -J-_ I _ L- W � . L (- µ O �: ❑ - - - - --- -- - ---\ O 4. ALL WINDOW MULLIONS SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MULLIONS OCCURRING - - -- BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION R613.6 OF THE % - ---------------- - ---------- _-- —_� 2X10 R.R. 2X10I2.R. I/f � Q LL i I . __ RCNYS. - ---- ......._ . - .- - ..__._ ....:.. ....: _:1': - m 0 /. - --. . ---- » ._ ..._. -- -- - - --- -._ --- --_. --- .. -y I SL01'E o ' SLOPE - i . ! I - - _::_ -:: -- - € I 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND ;I I -- \ '�` - c I / -- - --- - I I I - I - 2 WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM I I r_-� . SHOWERS. GLAZING IN ANT PART OF A BUILDING , I -- _ N 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR _.:::: - --- _... - - I, EXPOSED EDGE OF THE GLAZING IS LESS THE PER R308.4.5 OF THE RCNYS. -.. _. \\ j / 1 A-6 WALKING SURFACE SAHLL BE IMPACT GLASS ASP I # I::-._PROVIDE ICE_::SHIELD:- _ _-- _ - x / I .. .. - - - - --- ---- -- -- - - - I II ' �, { 1 I 1 I AS PER R905.2J.1 �''. . .... _ ... -- - - - \ ,, 1 , ---- ----- _.. _.... -----........... .....-- ......_ --- ------- __-- -- - _: . -_ '� JOIST NOTE _ -- _ _ --. . .. - - - �'� \ ..- ---- ALL WALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. JOIST BENEATH TYP. ! # { Ln _ I. I- I # - _ �� \ ... - - ------ --- --_-- - - - - -- ---._ ------- _.----- - -----. ._........... ......- ----- I I --{- --- -- / I. - LOADS USED IN CALCULATIONS: -- - { I . FIRST FLOOR (L/360) -i - - -- - I / I {... - - - - - --- - AD LOAD=10 PSF TOTAL LOAD= 50 PSF _ .- . -. . _ __ _ . _.. - ... .- -. ___ _.. ...... - - _ - - — LIVE LOAD 40 PSF DE . . .. .-- - -. . ----- - __ - _ -- m :: -- _. - - - - - SECOND FLOOR (L/360) - - - - - - - - - - - - - -- LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD= 40 PSF __ _ -... __ _... _.._.-__- -_._ _ ___ : --- - -- -- --- ATTIC STORAGE X360) I - - - - -- -- --- -�-_ - I W 0� �/ ... - L AD= 30 PSF I - - - - - --- -- -- -- - -- - �- --- LIVE LOAD-20 PSF DEAD LOAD-10 PSF IOTA LO i. - - { :.... {:.... - - - --_... - . - - - -_ - - .-_..... _---- . - . ---- 1 - O - - ..- - -- - - -- --.. - -.... __.... ...... ROOF L 240 -- .....--. -- - - - - - -- _ - --- - - SNOW LIVE LOAD=45 PSF DEAD LOAD=10 PSF TOTAL LOAD= 55 PSF n CONT. RIDGE VENT I z (REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) I 14 LVL RIDGE _ ._. ... ._.. .. W O i� x I -. . . -- - - --- - b N - - - - - - -- -.. . l.. W I- - - _.... ----- _ - - - - - ---- --- -- - "� I :____:=_____....__ ..... - --.... - - -- - _ - -- -- - -{ - Z -. # # - _.- - -_ f -.._- W HEADER NOTE: I _ .-------- - - - - -- -_ - -- ----- I - - :::: . . :: _ = - c� ---- -_. �� Z ALL EXTERIOR WALL HEADERS ARE TO BE 2 2X12 W 1 2" PLYWOOD SPACER AND ALL INTERIOR HEADERS I ... ___ . . .. .. _..._. -_ { ..._.. I. _. ._.____........ .. _.___... _ ._./ \ _. . o __ _..._-_ \ _ -- — W ( ) / / - - ..... ..... ARE TO BE 2 2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5-0 SHALL HAVE A DBL JACK __- -__--- - __ -- _-_-- .-. - - O - { / \ ll� - - -- -- - - -- - -- -- STUD WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL SILL PLATE TYP. ALL LVL I I ..... -. _ I I \... o- _ --- - ------ ___--- _- - - -/ \ - _-. - f:: Ln U� DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS- FLOOR I { I / d _... _ /, _. \ - I 1 ISS O 100 - 2 0E G-P LAM LVL FOR MAX LIVE LOAD WITH LIMITED DEFLECTION OF L/360. - I I - - - / \ .. - - -- - / - - / \ "' _ / .I. I .... _.. I . _. -- It It i I. I\ : \ _ .... LUMBER NOTE: I L. .. _. - // i .T / \ . FLASHING -TYP - - -- - - - - ' I \ 1 ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR LARCH NO. 2 OR BETTER W AN Fb OF 900 AND , ... _ _ -__- _ 1 \�,4 - ------- - _ - ____-- - - . '' -1---......_ U ( ) / - - Y OVER 2x12 fLAT_ - _ --- . .... /� '� `�A � I AN E OF 1,600,000. AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES _ U 1 1 .. - - .-- -- - .- -- - - �j W - 1 . m - I I - / \.- ACQ DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE THE - - --- o - --- - , 5 ANDIN SEAM I ' .. \�r`i {_ PLACE OF CCA \- ROOF BELOW { - I - - - /, : - r' T - -- �I �I - - I . . _._.... . . -- -------- --- _ ------- -.- I - ! M E ,{y�/� TYP I ........___ _o/ .� \-. _ 1 ..... - -- -- - - — 'i 'z - ------- ! i I,,, j AL', RbbF I !' O —�s- -- ALL ,101ST HANGERS ac LAG-BOLTS USED WITH ACQ PRODUCTS SHALL # ----- L_---_-----.� �----- -i : I ___...�/ I o ,� {� BE ZINC COATED TYP - - _ # - It iN: R --_ - ci�- -.. ... - _ _ ! I I 1 j ---- - . ...J i . I I _ _ _ _ 7X10'Ft.a. 2X10 Ft. . I 2X10 R.R: r; R.R 1 - /� u -- ---_- I! I j I - __ .._....._ - - - - I n __.. ���16' � 2X1 _1 ____.I---.._..__ SIMPSON HOLD DOWN LOCATIONS -- . ._- -- f: LI I \-..-.-.- `° j ------l/ 'I_ - -,.._. \ -- - ®16� C. " z : I. I - / SLOPE I SUPE \ _..... / SLOPE SLOPE \ i - - - .. ,�.�.. _ y..___ ' — ' 3 4 HR RATED WALL UL DESIGN N0. 359 - D L - I �J li \ I.. Q / ( ) _ _ - I . _ - - - - 5/8 TYPE X ON GARAGE SIDE OF 1 dL .... iI WALL 1/2" TYPE 'X' ON 'LIVING' SIDELLJ -- --'�I - - / I! I; I _ I/ _.. _._._. I�STANDING SEAM U O - � +- -- PROPOSED WALL f - ; METAL ROOF Z 0 !- = - - -- - -- -- - - -- __ -- - __ - - -_ - - - - - . -_ - -_ __' -' I , DELOW TYP. W O _ . .. I . . I1J :..- —..'I..•.- �" ' • `''" ' PROPOSED FOUNDATION WALL /l'^) ------------------ v W z O '-4" 20'-61" 1 ft 12'-1�" 15'-3" '-4" L C0 O 1� L IIIIIIIIIIIIIIIIIIIIIIIIIIIIII z ry NEW DOORS / WINDOWS O/ b/ a- c) � o 1 V- o W A-5 IN NEW STRUCTURAL WOOD POT O O (L ® NEW STRUCTURAL WOOD POT ABOVE � Q ---------------- NEW BEAM n STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND AS PER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELEMEN OPR��(�SED ROOF PLA N RES. CODE OF NEW YORK STATE. OF THE BUILDINGS THERMAL ENVELOPE, ti A MOISTURE \VAPOR RETARDER SHALL SCAL -0" THE MECHANICAL SYSTEM SHALL BE INSTALLED ON THE BE INSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION R318 OF THE RES. CODE OF NYS. DRAWN: M.ROMAN ELLI THE PLUMBING SYSTEM SHALL BE INSTALLED AS PER CHAPTERS CHECK: J. SBAGLIA 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION SCALE: AS NOTED THE ELECTRICAL EQUIPMENT AND OF NOT GREATER THAN 200 WITH A DATE: 41612021 WIRING SHALL BE INSTALLED AS SMOKE- DEVELOPED INDEX OFNOT PER CHAPTERS 33-42 OF THE GREATER THAN 450 AS PER SECTION RES. CODE OF NYS. R315AND INSULATION SHALL HAVE A S FLAME SPREAD INDEX OF NOT GREATER o`'i'�Rt 'SRC THAN 25 W A SMOKE- DEVELOPED THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS ay FOR HOT HVAC PIPES SHALL BE AS PER SECTION R316 OF THE RES. CODE � +• PER SECTION N1103.3 OF THE OF NYS. RES. CODE OF NYS. * k il THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL BE FOR HOT WATER PIPES SHALL BE AS INSTALLED AS PER SECTION R702.3 PER SECTION N1103.4 OF THE BEDINSTALLED RAIOR S PER SLL EECTION R703.4 �Ap pRINGS SHALL 4` � Fy RES. CODE OF NYS. OF THE RES. CODE OF NYS. NUMBER: REVISIONS: WOOD HEADER TYP. AS PER PLANS MTS24C RAFTER TIE BY SIMPSON OR EQ. TOP OF RIDGE TYP.AT WIN. HDR. u - -- -- ----- -- -------- -- -- -•-- _--_- _-.___- r As PER PLAN - = BOARD & A'fTEN - - . _.-.. �� - - _ - -- - _ - - I NEW-ASPHALT-ROOF - -_ 4 W — VINYL-SIDINGS -- -- ,, \ - -- — - -- - DISHING, TYP -- - � \ _ _ DBL TOP PATE TV - CERTAINTEED-ORT ---- ,� SHINGLES- TYL & COLOR- — - -- - -__� _ -- - W — ' - - \ - SELECTED=.BY-=OWNER _- -_ --- - - \ -- = >- _APPIROVEQ'MVAL_ - - - _ - - I— U -- --- STANDING-SEAM r \_ - - - T - -. 12_. -� \ _-: _ - - -- - = METAL--ROOF EYP :; 12 - r SMPSON H15 RAFTER z TIE TYP /I — -- �J - ` .- - - - - tL U \ -. - 0 - r> 1 1/4'X24'20 GAGE W NEW GUTTER - '� _ - AND LEADER J _ _.J-- _ _ �� \ — _! - \ - — __ FLR EXT. 1�_1 . _ -- �'J.J HEADER -. _ - -- -- -- -- -- -- -- --'-- -- -- -- -- -- - - � -. _ - - - - - - - -- - - - WINDOW WALLS _ T .- -. ATTIC c APS TYP ---- OPENING 0•w/�1/ � J (2)2•X1 PLYWD SPA TYP. WALL FRAME OR As PER PLANS AZEK TRIM AT 16.O.C.(REFER TO PLANS) J MTS24C RAFTER TIE TYP. SMPSON RSP4 TYP. BY aMPsoN OR EQ. AT EACH JACK SND TYP. AT WIN.HDR. V 1 -- ---- AS PER PLANS Z_ NOTE REFER TO OVERALL - ---- --- F1R PLANS FOR SPEgFlC z - - _ 9�fff- - -- RO HOLDOWN LOCATIONS DBL TDP PATE AT z ...i - - .. - p I//1 SECOND AOR Q O .. - - - T - —NEW__ASPHALT-ROOF __ 11EL �I � Lj LLI Lj H ElR 3NSIMPSON H7 RAFTER U CD / - SHINGLES-:)TYLE--aC.`COLOR- �. :: : Li pj `� il WINDOW TIE TYP. / --- -- 00 OPENING 11 1/44 4'20 GAGE T SEL CTEDAYY-W .-_ � - - � - N W O - - ..__-- --- - - ---._..-__-- - - ---- -- - - � � i - -- - -- - . -- -- : - - / :.::: - - - RIM JOIST OR WALLS MINS Q LL .... - - / _ - - - - -- 12'BEARING 2N-D_F AS PER PLANS ------...---.-- ;-.� -+I. _.--.- . - - - - - -- -- - -- - - - ON SND FACE _ .. .. '_ - T .� - I j , J J /..-- ......... _- - - - : --- --------- -- i - TYP. - - = .... --- - - .. .. jI .. - - _.... _ : ; , , II 11 i 1 ! � � : : : 1 � ! ILL � � � I : -'-- --.--.--.-- -- --'-- -- -- -- --'-- -- - --'-I --'--'--'--'-- --'-- -- -- -- --'-- -- --'-- -- -- -- -- - .--•--' WALL FRAME I._. I AT 16 D.C. ( TO PLANS) . . ' ' I : . 1 1/4"X24.20 GAGE MST48 STRAP TIES STRAPS 1 I_ _J-- --_-,....L..!_ i_'_,___I_.-:-- '_] L.. , i_ TYP.AST EACH SND i� � AT2 SIDES D OF OPENING -_�§ -'y I II 11 11 I IrI I -I... I.!_. I . .... I _ ' ' ' i. ,._., ..., �. ' ` ,.. ;__, , o RIM JOIST ;im WALL FRAME 1.11 11Fi � I i i I]] I-- I -!_.. I Io o AT 16.O.0 (REFER TO PLANS) In I i I I L..,I - 1. iLl m - I � SELECTED BY OWNER. SELECTED BY OWNER. D/ I" � 1 1 1/4"x2a•20 GAGE NEW GARAGE DOOR NEW GARAGE DOOR I B , G-)' I HEADER STRAPS TYP. V J 1 AT EACH STUD ; /� DOR APPROVED - ' — CERTAI I- SHAKEMNYLI SIDING BY � WALL(FRAME TE AT 16•'O.C.(REFER TO PLANS) _.- _�, _. [N -,-.- --._ _ �'_�.Jam. - -- -- I N E Q fi QO ---- ... 'j 1 J 1 I 1 1 � I F cH4 SND BOTTOM PATE r/ . . -7=:::::� / I I W I� GRADE 5 U Q RAILING AS _/ �!S% . . . . Y*— e s f _ll RIM JONST z O PER CODE TYP. \-ACQ SILL PLAN ACQ SILL PATE W O I I W MCA LL STRAPPING DETAIL HEADER STRAPPING DETAIL - Lu z 3 : N.T.S. 4 SCALE: N.T.S. W � L (])757�7: OPOSED SOUTH ELEVATION I�NGTH (/ 1n 0 1/4" = 1'-0" le � O _ `- 11 11 17— SPLICE DIRECTLY D OVER SND TYP. THROUGHOUT OUGHOUTI I DBL TDP PATE TYP. THROUGHOUT WALL FRAME AT 16.O.C. -REFER TO PLANS TOP OF RIDGE n -- ------- -----------------------------'-------- -- -- -------- -- r -- : . --- - - - ------ - - - - -- - - --- -.. -. - - - _ _ - - - - - - - -- --- — -- - -�—T - - - -- - - - :- -- - r - - - - _ / = - .. = -.- -- .... _ - - - - - --- - - - �:::: �- T _ ALJ ...... -- - - -- - -- - - 1 - - - - -- - - - - - -- - - -- - - .... -12 �' :SHINGLWES STY ET& COLOR__ 6 , - R .--_ ::: As PER WFCM 1995 EDInoN FOR oNE (� - -1 - 1 I I 1 :. ', �_ ____r_=___. _._- -, -- - - _ T. AND TWO-FAMILY DWELLINGS TABLE 3 20 Q _1 - - 11 I ! 1 I ' - FLASHING,�'YP , - - - - - - - w z W � i 1 i I j I I i \�'� ----I., __' /:: -- -. . .. __11----7: :Y uu �� - - - - BUILDING DM. FT MIN. SPLICE LENGTH FT. z C) NEW GUTTER _i.. 1 , ( OARD bA N V1 YL; I I -- -: -- ----- / - - . - --- --- - ' : 12 — W AND LEADER --- ' ; SIDING DY CER AINTEED 00 - -- -- -- -- -- -- -- -- -- -- - I - --'-- f, �^ �' _ + -- - -_---, _ :=- -- -- --. - --, -- -_ --.--- - -- -- - - --•-- ----- -- -- — 16 1 V 1 ... ... - _ --- -- - _ - , O 20 TYP— _. — -- -- -- -- -- -- -- -- --'-- --'-- -- -- -- -- — -- -- -- -- -- -- --'-- -- -- -- -- -- -- -- -- --'-- -- 11 .�I 2a 2 I~^ p� i l l l it U 1 1 . 28 3 O AZEK TRIM i 32 3 . I I II . 1 O I 1 I I r 40 36 3 1 -... - --- ---- -- -- ........ -- -- I I 4 . I ! i I -- -- - -11 -, - - - -----/- ----- -_- R E=1 I ! i I - -- � --- — ----- ....... : � , : 1 : � i : � T 50 �-- : ; ; : ! : \ � i : : i 1 i 1 ! : � : , : 1 : ! - -.- = - - - - ..--- - - -- -- - - e -:.N - - 0 1 ly ' I -, -- EW_ ASPHALL#ROOF °I° 60 I' - • 1.TABLUATED SPLICE LENGHTS ASSUME TOP PATE-TO-PATE CONNECTION �: I _ __ - -- -- T... p USING 2-16d NAILS PER Fi. FOR SHORTER SPLICE LENGTH THE NAIL SPACING RAILING AS SHINGLES STYLE &-COLOR s, ~ �::.-- =_SELECTED.:_BY---O.WNER__ � i SHALL BE REDUCED IN ORDER To PROVIDE AN EQUIVALENT NUMBER of NAILS �I PER CODE TYP. ---- T- --- - --- - I C14 I : i i y�" ^` ...12 .- r- 2 TABLULATED SPLICE LENGHTS ASSUME A BUILDING LOCATED IN EXPOSER B OR C. y `i _ -- r ' ,: i I ! ! , : ! - s . - ----. ... - - ---- I TABLULAT D SPLICE LENGHTS ARE BASED ON 8 FT. W > T OTHER WALL _.-_._ ✓ 1 -I,� i J. -1. . J 1 1 ;- -- -- - : --.-- )Q F HTS,H. THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8. : - ,------. 4. TDP PATES SHALL BE A MINIMUN OF SND GRADE MATERIAL - - � _ --' �....... - ---- ------ ------- .-- -- -- -- -- -- -- -- -- --'-- --'- -- -- -- -- - -- - - _ .-_.--:-- -__-__- REVISIONS: NEW ASPHALT ROOF TOP OF RIDGE SHINGLES STYLE & COLOR TOP OF RIDGE ----- ----- -- -------- -- ----------- ----- ----- —--- --- --- --- --- -- ---- --- --- --- --- --- --- --- --- --- ---- -- ---- --- - ---- --- --- - - -- -- -- -- -- -- -- --�-- -- -- - CTE BY�IMIER:--�- -- - --- - , - -NEW ASPHALT ROOF -- -: - - , & COLOR - - - -- - - - -- SHINGLES STYLE - - --- 12 SELECTED BY Ow NER. .-- - _- -- --- - - - ---- - -- - - � - - - Lf- --- _ NEW GUTTER ASPHALT ROOF Lp AND LEADER T - ►--- -- - S - -. . R - _- _. - -- - TYP. - - - ..... �-- U NEW GUTTER ER r. . -- ---_ � - --- r _ -- - -- - - - -- SHINGLES BY OWNER.GUTTER - W ATTIC AND LEADER U AND LEADER _ -- -- - - -- -- -- -- - -- -- - - - ---- - - - - - - -- -- -- -- -- -- -- -- -- -- -- -- -- --. - _ - --- -�,_ - -- -- -- -- - TYP. L TYP _-' _ - - - Z AZE K TRIM AZE U - . ._ ,r -' - - - - - K TRIM - - 7 SHAKE 'VINYL SIDING BY W U TYP. -- -- -- - - TYP. w CERTAINTEED_OR�PPR0VEDf j RAILING AS UAL 12 o PER CODE TYP.. Q Z ED I - - -- - j O W 6-: - - - a -- LL - - I _I 00 - - - - - - _00 -- : - -- - NEW-ASPHALT-_ROOF - - - I- N o0 �J -- --- ---- --- - - --`-- --T• -- - - SHiNGLES-STYL��DLCR - — - .. - - - -SELfGTED=6Y�WNER. - - T � - F i -- - -- - -- - - -- - '7"- HAKE-M --SIDING HY - _ _ - _.__2ND F. T - - - � - - T - `5 I�'L Y�- ,. ,. __ ..._ _ � . ._. _ :SHAKE VINYL' -SIDING � Y Z _ ---- .-- - ...._.T __-------- .._..---- -. . . . - T ~7 ;....__ . .... ... . ..... _., r -�-CERTAINTEED OF7-APPROVED T - -- - -- -- 8 - - X - - - - ------ ---- --. ---- � CERTAINTEED GR-APPF�OVE6-- -�,---r--�� _ Q -- -- -- __ - _ _ -- -- — EQUAL — -- = = — — -- -- -- -- -- — -- -- -- — -- -- — — — — — -- — - —.- _ - - -- -- - - --- - - — - -- -- — — — -- -- -- -- -- -- ---— — -- — -- — -- -- U 0 z ^/ CD I i I w I _ O O I I • I O CDL II co • j i T - 1 ST F.F. - - 1ST F F - — -- — — -- -- -- -- -- -- - — — =— -- -- -- — -- y — — — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- — -- _— -- —_ -- -- —_ -- -- -- —_ -- -- -- -- — -- --.--. GRADE GRADE RAILING AS 6� PER CODE TYP. PROPOSED WEST ELEVATION n PROPOSED EAST ELEVATION 0 ,L 1 SCALE: 1/4" SCALE: U-j U o0 z O ASPHALT ROOF SHINGLES W O 15# FELT 7¢" CONTINUOUS RIDGE VENT W PYWOOD SHEATHING LLJ Z ASPHALT ROOF SHINGLES 2x14 LVL RIDG TOP OF RIDGE 2"X12" ROOF RAFTERS ® 16" 2x14 LVL RIDGE (� Z -- -- -- -------- -------1 .�t". .5#-EELT -- - -- -- ----- -- ----- --------- - VENT- -- ----- ----- -- -- ----- ----- -------- --. O.C. TOP OF RIDGE W I�-► PYWOOD SHEATHING 12 -- -------- -- --�--�-- --�-- -- -----�-- --�- FL 2"X12" ROOF RAFTERS ® 16" 6 Ln Q O.C. NEW 2ND FLOOR RUUD GAS FURNACE IN ATTIC HUNF w/ 4" lS� KINDORF & THRD RODS. j" TYPE X PROVIDE ICE SHIELD GWB SURROUNDING FURNACE. AS PER R905.2.7.1 yc8 2x PROVIDE SIMPSON TIES AT HVAC R-3 RAFTER/WALL CONNECTION (TYP) ATTIC SIT -30 ATTIC U CONT. SOFFIT VENT - - — — -- - - -- --� � -- -- --ATllc — ATTIC -- -- -- -- -- -- -- - - -- — — — — — — _— -- -- -- -- -- — — -- -- -- -- -- -- — --- ----- -- -- --- — 2xlo NEW ANDERSEN WINDOWS -REFER TO FLOOR PLAN R-30 - j CONTINUOUS FLASHING EW ANDERSEN WINDOWS —REFER TO FLOOR PLAN Z WALK—IN BED ROOM MASTER CONTINUOUS FLASHING 1c, Q HALL �d 2"x1 o" LEDGER W/ I EXERCISE ROOM — CLOSET 1/2 0 GALVANIZED 4.' ' BEDROOM AILING PER CODE, TYP. c U LAG OR EXPANSION o NEW FINISH FLOOR LLJ R-15 R-15 BOLTS ®24" O.C. 00 TYPICAL WALL R-15 j R-15 — _ U NEW 15 BUILDING FELT STAGGERED TYP. N NEW 3/4" PLYWOOD SHEATHING 12 PROVIDE JOIST CONSTRUCTION N z NEW 2x12 FLOOR JOISTS ® 16 O.C. -- ---4 -- --HANGERS- -----2�F -- NEW BOARD & BATTEN__._ J ----- -I-- W " — —— —— 2x12 2x12 VINYL SIDING 2x12 2x12 -- —- — --2� F C) W z J -5 _ R 1 RIGID INSULATION � O EXISTING 2x6 —EXBTNG-ZxT __ " 2x10 SISTERED TO EXIST. 2x6 - -- I - W z I- ----- - ----- -- -- -- ------ �/APORBARRIER- . _ (2)2X12 W/ " PLT RUSH AZEK FASCIA BD. TYP. NEW SHEATHING PLYWOOD - (2)2X12 W� " PLT (2)2X12 W� " PLT � Q LLJ DECORATIVE TRIM, SELECTED 2x4 STUDS R-15 R-15 ii O � z C) � 0��• �• NEW 3 1/2- BATT '� ' �' tV bz EAT—IN O INSULATION R-15 a- Q W ° NEW 1/2 SHEETROCK Q KITCHEN LIVING ROOM OFFICE BEDROOM #1 BATH 1 � cn W \- 44 POST W/STRONG R-15 �' R-15 0 EXISTING TO REMAIN EXSTING 2x4 EXSTING 2x4 TIE ABA TO 8 P.C. O FOOTING EXSTING 2x4 ;' EXSTING 20-- - -- -- -- -- -- -- -- -- -- --=- - n 1 ST F.F. -------— — -- -- -- -- ------- 1ST F F.. [L R-19 BATTS EXISTING GRADE R-19 BATTS GRADE EXISTING R-19 BATTS EXISTING11 EXISTING CELLAR DRAWN: M.ROMANELLI CELLAR CHECK: J. SBAGLIA EXISTING SCALE: AS NOTED DATE: 4/8/2021 SEA EXISTING ZEA A�C ,r EXISTING SLAB +� Q_SVI LDI: 1/4" = O OF SHEET NUMBER: REVISIONS: RAFTER STRAPS- SIMPSON CS20 COIL STRAP 12" MIN. PER R.R. FACE MIN. 26" EVERY RAFTER CONTINUOUS 'COBR'A' RIDGE VENT TYP. OR ROOF SHINGLES AS PER R.R. (SEE PLAN FOR SIZE) AS PER OWNER OWNER OVER 15 # FELT PRE-ASSEMBLED 2X4 RIDGE (REFER_ PAPER OVER 1/2' CDX FLYING GABLE TYP. • PLYWOOD SHEATHING SIMPSON MTS24C SEISMIC TO PLANS) Ln NAILED AS PER SCHEDULE TYP. ROOF ASSEMBLY AND HURRICANE TIE OR •• ON SHEET T-2 SEE DETAILS ON EQ. CS20 COIL STRAP. ROOF RAFTERS (REFER TO PLANS)----, THIS PAGE * Minimum of seven bolt diameters U PROVIDE SIMPSON to achieve table loads. This LSSU210 CONNECTORS 1X6 PRE-PRIMED FASCIA distance is designed into holdown. ACQ„ BEAM (SEE FW— TO FACE IS 10-10dx1-1/2” NAILS BOARD-WRAP W/ ALUM. —� Distance may be increased without PLAN FOR SIZE) W _ TO JOIST IS 7-10dx1-1/2" NAILS TYP. THROUGHOUT THREADED RDEADED STUDS* affecting load capacity, provided = >- DF/SP=2295 CONT. VENTED SOFFIT the anchor nut is not �— z SPF/HF=1930 12" over-torqued, which could split the _ " " USE 'J' CHANNEL ® stud. . • U U 55Z 1/2 J �1/2 q��F MAX. WALL FOR VINYL FLOOR JOIST U P\� AT11C SPACE �0�, SOFFIT VENT (TYP.) o az Q O z W � —CUT BACK PLYWOOD 1/2" ROOF RAFTERS ® 16" O.C. REFER TO PLANS INSTALL ° —I FLOW ALLOW FOR AIR FOR SIZE WASHERS < D o CAP/BASE BY SIMPSON NOTE: RIDGE: STRAP NOT REQ'D WHEN 2"X4" COLLAR TIES TYP. STRONG TIE BC4 Q COLLAR TIE IS LOCATED WITHINTHE UPPER 1/3 OF TYP. WALL FRAME 6"X6" 'ACQ' POST CD THE ATTIC SPACE AND ATTACHED TO EACH PAIR Simpson Strong-Tie OF OPPOSING HD5A z � 0 LU = gym RIDGE VENT DETAIL TYP. FLYING GABLE DETAIL CORNER HOLDOWN BEAM TO RAFTER DETAIL O o 3 4 Q D- SCALE 3/4'-T-V SCALE-3/4'-T-O' FLOOR-TO-CEILING TIE DOWN FOR SCh`N.TB. SCALE N.T.S. CONTINUOUS LOAD PATH ROOF SHINGLES AS PER SIDING AS PER OWNER OVER OWNER OVER 15 # FELT 1/2- RIGID INSULATION PAPER OVER 1/2" CDX BOARD (R-3) 6 PLY SHEATHING NAILED -1 PER SHEET T-2 'TYVEK' HOUSE WRAP OVER FIRST Lo ROOF RAFTERS FLOOR 1/2- EXT. GRADE PLYWOOD � AS PER PLANS WALL FRAME ® 16" O.C. BATT INSUL. AS PER PLANS SIDING AS PER OWNER OVER W/BATT INSUL. (REFER TO PLANS)xx Q _ 1/2- RIGID INSULATION 3/4" T&G PLYWOOD SUBFLOOR O PROVIDE ICE SHIELD TO BOARD (R-3) F.J. ® 16" O.C. (REFER TO W CIZ �/ 24" INSIDE EXT. WALL AS PER (RCNYS 905.2.7.1) 'TYVEK' HOUSE WRAP OVER 1/2" EXT. GRADE PLYWOOD �/ PLANS\�`� BATTINSULATION W/ O o ATTIC SECOND , z Q SIMPSON HURRICANE NOTCHED ROOF FLOOR WOOD STUDS ® 16" O.C. (REFER TO PLANS) SIMPSON WALL STRAPS C) TIES ® EACH RAFTER RAFTERS-TRUSSES 3/4" T&G PLYWOOD SUBFLOORAVV I ITYP.-REFER TO DETAIL Q LU REFER TO DETAIL (REFER TO PLANS) BASE PLATE ( ) " " — L J Z � � 2 2X6 ACQ SILL PLATES i OVER TERMITE SHIELD OVER (n Z 24" " TOP PLATES WALL STRAPS- SIMPSON CS20 \\ �I: ���z SILL SEAL TYP. W D- 1/8-/FT. (MIN) PITCH COIL STRAP EVERY OTHER 1 ` a�' aO APPROX. GRADE LL TOP PLATE - TO DOWN SPOUTS AS PER CONTRACTOR TO LOCATE STUD-REFER TO DETAIL — A-1 .l _ _5/s DIAMETER ANCHOR BOLT W/ RUN PLY TO TOP OF - — L PLANS A. " " PLATE W/ RAFTER I I—I I-7 MIN. DEPTH ® 36 O.C. (MAX.) U OVER TYP. 1X8 PRE-PRIMED FASCIA III—I I W/ MIN. 3"X3"X1/8" WASHER AT F— BOARD-WRAP W/ ALUM. RIM JOIST TYP. CRAWL SPACE —III—_PLATE AS PER WFCM TABLE 3.2A USE 'F' CHANNEL ® WALL- TYP. THROUGHOUT 10 CONTINUOUS III= I WATERPROOF MEMBRANE U FOR SOFFIT VENT (TYP) W-1 TOP PLATES _- TYP. ® FDN. PERIMETER BATT INSULATION (RE: CONT. VINYL SOFFIT VENT • • " •. •:a TO PLANS) PLANS) VINYL SOFFIT TYP.. OVER FIRST BATT INJOISTS SULATION TYPO- W/ INTERIOR FLOOR (REFER TO SEE PLANS) SIDING AS PER OWNER BATT 2"X4" CONTINUOUS WOOD STUDS 1/2" RIGID INSULATION MTS24C CONNECTOR ® 16" O.C. (REFER TO PLANS) LEN TH DF/SP=1000 INSULATION (REFER TO PLANS) _ °4 KEY WAY TYP. AP BOARD (R-3) 12'END 14-10dx1-1/2" NAILS (4) #5 CONT. REBAR 1/2" GYPSUM WALLBOARD O Y R K1 20UEXT.NGR DE SPF/HF=860 L2"P .C. SCREED COAT W PLYWOOD EVERY RAFTER W U O SOFFIT DETAIL SIESMIC TIE FLOOR / WALL DETAIL 8 FLOOR TO FDN. DETAIL w o 0 LU SCALE-3/4'-T-V PROVIDES TENSION FOR RAFTER SCALE N.TB. SCALE 3/4'-T-V SCALE 3/4'-T-T — Z -TO-STUD TO PREVENT UPLIFT. U L z w W Lu CT USE EVERY OTHER NAIL HOLE z U � OC � Z LENGTH IN A ROW TO PROVIDE THE O (f) CODE-REQUIRED MINIMUM p 1�" �NiD CENTER-TO-CENTER SPACING FOR NAILS. A35 CONNECTOR USED O WOOD STUDS 12-861-1/2" NAILS 1" RIGID INSULATION LLJ DF/SP=450 ROUGH CUT AROUND �-- SPF/HF=450 VENTILATION CHUTE CLEAR RR CONNECTOR USED EVERY STUD WI HIRSEAL EXPAND NG PERIMETER ATTIC INSULATION CHUTE INSULATIONN SPAN 4-1061-1/2 NAILS UPLIFT=130 \ FOAM SEALANT ALLOWABLE LOADS=415 CS20 COILED STRAPS EVERY RAFTER 2"X6" HANGER LU26 0#0OR LSTA30 BY SIMPSON ° \ ° ` ° • (2)2"X6" HANGER LUS26-2 TYP. EVERY STUD ° �ff y y 2"X8" HANGER LU28 ° ° ° fl CONTINUOUS BEAD DRAWN: MOMANELLI e ° ° (2)2"X8" HANGER LUS28-2 ° .R 2"X10" HANGER LU210 12" END ROOF RATERS (SEE ° o OF SEALANT (2)2"X10" HANGER LUS210-2 LENGTH 7"PROVIDE MINIMUM PLAN FOR SIZE) ° CHECK: J. SBAGLIA °° " " 8 END DISTANCE. ROOF RATERS (SEE °fl ' 1 1/2" RIGID INSULATION SCALE: AS NOTED 2"X12" HANGER HUS210 PLAN FOR SIZE) LEDGER SEE PLANS FOR °° ° (2 )2"X12" HANGER HUS210-2 "�,JEQUAL NUMBER OF ° DATE: 4/8/202 I EXTERIOR INSULATED WALL JOIST HANGER SIZE) SEA JOIST ORSPECIFIED NAILS 4 IN EACH END. f RAFTER NOTE: FOR ALL OTHER JOIST HANGERS REFER TO THE LEDGER (SEE PLANS FOR 1" RIGID INSULATION AS ATTIC EAVE BAFFLE CUT SIMPSON CATALOG DIRECTLY. SIZE) APPROVED EQ. MAY BE SUBSTITUTED WOOD STUDS AIR SEALING DETAIL FACE MOUNT JOIST HANGERS FLOOR TIE ANCHOR SHED ROOF CONNECTION DETAILS 12 SCALE MT.& PROVIDES FLOOR-TO-FLOOR TENSION CONNECTION SCALE N.TB. SCALE-NTS .fib SCALE N.T.R SHEET NUMBER: REVISIONS: CEMENT BACKER BOARD TUB SURROUND FINISH TUB UNIT i' II - -- TUB SURROU (BEYOND)-I� -- / TUB UCONTINUOUS BEA OF 1" RIGID INSULATION INSTALL PLUMBING AT SEALANT INTERIOR L INTERIOR VERTICAL CHASE PROVIDE BLOCKING AT ROUGH CUT AROUND STUD CAVITY AT TUB PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL � VENTILATION CHUTE VENTILATION CHUTE -AIR SEAL PERIMETER ATTIC INSULATION AT EXTERIOR WALL PRIOR INSULATED EXTERIOR TO INTERIOR WALL ASSEMBLY � STUD WALL � WITH EXPANDING THIN-PROFILE WALL U — FOAM SEALANT FLOOR ASSEMBLY ME SHEATHING W CONTINUOUS BEAD 0 INSET BAND JOIST INTERIOR INTERIOR VERTICAL CHASE INTERIOR SEALANT W = >_ CAVITY INSULATION WALL PROVIDE INTERIOR SHEATHING WALL I_ U Z AT EXTERIOR WALL PRIOR 1 1/2" RIGID INSULATION TO INTERIOR WALL ASSEMBLY = Q MUDSILL EXPANDING FOAM U � W SILL SEALER ~FLOOR ASSEMBLY Q 0 Z CONTINUOUS BEAD D CONTINUOUS BEAD OF SEALANT W J OF SEALANT FOUNDATION WALL Q 1 1/2" RIGID INSULATION :' •. LADDER BLOCKING AS REQ'D LLADDER BLOCKING AS REQUIRED]if L�: F— EXTERIOR INSULATED WALL INSULATED EXTERIOR WALL INSULATED EXTERIOR WALL QD � z � 1" RIGID INSULATION AS ATTIC EAVE BAFFLE CUT INSET BAND JOIST AT MUDSILL// 1 1/2" RIGID INSULATION AIR SEALING AT CORNER VERTICAL BATHTUB CHASE AIR SEALING AT CORNER VERTICAL CHASE AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING//SECTION Q O z � m W Opo Q DL Ll � CONTINUOUS BEAD OF SEALANT Lo WOOD FRAME FLOOR CONTINUOUS BEAD OF ADHESIVE ASSEMBLY CONTINUOUS BEAD _ OF SEALANT WOOD FRAME FLOOR CONTINUOUS BEAD OF — ASSEMBLY SEALANT Q CONTINUOUS BEAD OF FLOOR TRUSS SEALANT ASSEMBLY PROVIDE INTERIOR SHEATHING R/W � AT EXTERIOR WALL PRIG r o INTERIOR WOOD FRAMED WALL r l TO SOFFIT ASSEMBLY 1/2"GYPSUM BOARD + U WOOD FRAME SOFFIT DRYWALL CLIP 1/2" GYPSUM BOARD Z O ASSEMBLY DRYWALL CLIP OF SE-2 NjIALANTS CONTINUOUS ETD Q > Lu PROVIDE INTERIOR SHEATHING OF SEALANT U Z AT EXTERIOR WALL PRIOR CONTINUOUS BEAD TO SOFFIT ASSEMBLY WOOD FRAME SOFFIT WLU OF SEALANT INTERIOR ASSEMBLY INSULATED EXTERIOR WALL INSULATED EXTERIOR WALL CL INTERIOR GYPSUM WALLBOARD - CABINETRY EXTERIOR WALL SHEATHING EXTERIOR WALL SHEATHING Ln U 51 AS AIR BARRIER � CONTINUOUS BEADLn OF SEALANT O U CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST [AIR SEAL AT BUILT-OUT SOFFIT AIR SEAL AT CABINET SOFFIT H TWO-STORY 2-STUD CORNER WITH DRYWALL CLIPS INTERIOR INTERSECTING WALL WITH DRYWALL CLIPS U ATTIC INSULATION LLj LU ATTIC FLOOR FRAMING / U O RIGID INSULATION 'R-VALUE/DEPTH PER CLIMATE" z Z COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE / / � W C) SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED / — Z oo- ATTIC INSULATION - / LLJ z Q ELECTRICAL WIRE w 0 W WOOD TRUSS FRAMING PLUMBING PIPE O W SHEATH INTERIOR OF R/ > _ TOP PLATE ATTIC ACCESS TO / O TOP PLATE- +1"OF INSULATION tfzV C) EXPANDING FOAM SEALANT 1" RIGID INSULATION � (s) J EXPANDING FOAM � Q SEALANT – ZMECHANICAL LATCH TO PRESSURE CONTINUOUS BEA T O F— WALL STUD SEAL AT WEATHERSTRIPPING LLJ ACCESS PANELL C] WALL STUD o DRAW ACCESS PANEL SNUG PROVIDE INTERIOR SHEAT ~ 0WITH PERIMETER SCREWS EXTERIOR WALL AND CEILI G P TRIM AS REQUIRED TO SOFFIT ASSEMBLY 0 MANUFACTURED PULL DOWN STAIR FINISH CEILING CONTINUOUS BEAD O OF SEALANT AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION o AIR SEALING AT ATTIC HATCH //FINISH SCREWS L WOOD FRAME SOFFIT 0ASSEMBLY DRAWN: M.ROMANELLI --INTERIOR CHECK: J. SBAGLIA CABINETRY-- SCALE: AS NOTED DATE: 4/8/2021 AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR AIR SEAL AT CABINET SOFFIT//SINGLE-STORY SEA Dime �r C .�o¢ SHEET NUMBER: