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FF01 Town of Southold 9/19/2021 o P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42340 Date: 9/19/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 17877 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 51.4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/30/2019 pursuant to which Building Permit No. 44447 dated 11/21/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family five bedroom dwelling with finished basement, covered porch,rear deck and side landingas applied for per ZBA#5725,dated 8/18/2005. The certificate is issued to ADF Ventures LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0081 9/8/2021 ELECTRICAL CERTIFICATE NO. 44447 2/9/2021 PLUMBERS CERTIFICATION DATED 3/11/2021 P ter Skultz P robing&0eating A o ize Si nature �o�gUFfa TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY 4,1 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#: 44447 Date: 11/21/2019 Permission is hereby granted to: ADF Ventures LLC 138 Oregon Ave Medford, NY 11763 To: construct a new single family dwelling as applied for per ZBA, SCHD, and DEC NJ letter, At premises located at: 17877 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 51.-1-4 Pursuant to application dated 10/30/2019 and approved by the Building Inspector. To expire on 5/22/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,438.80 CO -NEW DWELLING $50.00 Total: $2,488.80 Building Inspector o��U�Foi`� Q TOWN OF SOUTHOLD BUILDING DEPARTMENT H TOWN CLERK'S OFFICE Irv- • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44296 Date: 10/15/2019 Permission is hereby granted to: ADF Ventures LLC 138 Oregon Ave Medford, NY 11763 To: 200a electric service on H frame At premises located at: 17877 Soundview Ave, Southold G1GQ �G� +p SCTM # 473889 4 14 `7- Sec/Block/Lot# 51.-1-4 Pursuant to application dated 10/15/2019 and approved by the Building Inspector. To expire on 4/15/2021. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector Form No_6 TOWN OF SOUT14OLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form)_ 3. Approval of electrical installation from Board of Fire Underwriters_ 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5_ Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building:g (check one) � Location of Property: 1 o House No_ Street Hamlet Owner or Owners of Property: Il Suffolk County Tax Map No 1000, Section Block Lot Subdivision ' Filed Map. Lot: p Permit No. "I Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Tem Certificate Final Certificate: ✓ c eck on Temporary Request for: p Y Fee Submitted: $ �� f / A i gr Sign re OF SO!/r�®l Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roper.richert(CD_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To ADF Ventures LLC Address- 17877 Sound View Ave City: Southold St: New York Zip: 11971 Building Permit#. 44447 Section 51 Block. 1 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE i !Contractor. DBA: Lowell Electrical Cont. License No: 3211-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 76 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 13 Wall Fixtures 23 Smoke Detectors 6 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 124 CO Detectors 6 Sub Panel 1 A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps 1 Transformer Appliances dw Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 200a Switches 87 Twist Lock Exit Fixtures TVSS I Ld Other Equipment. gas range, range hood, 2-dish washers, vacuum-1-HP, humidifier-2-kw, well pump-1 5 hp,2-refridgerators,micro wave, 1-clothes washer, 1-electric dryer,5-exhaust fans, 1-fire place-1-kw, Notes 33-ARC Fault circuit breakers,5-combination GFCI/ARC Fault circuit breakers Inspector Signature: Date: February 9 2021 81-Cert Electrical Compliance Form.xls a i of SO %\1 f�T Town HaltAnnex Telephone(631)765-1802 54375 Main Road Fax(63 1)765=9502 P.O.Box 1179 I Southold, NY 11971-0959 TOWN OF SOUTHOLD eco BUILDING DEPARTMENT SEP 1 7 2021 -� CERTIFICATION nBL_RDTNCII'E1�t I i � Date: Building Permit No. Owner: (Please print) !'Plumber. V �G/iG1�j/1 '0004 � //�/T 6 (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. ` Sworn to before me this (Plumbers Sign e)_��� . day of March , 20&L 'Notary Public, -mL_ _:bounty AMANDA JEAN LUKASCZYK $11OTAMY PUBLIC-STATE OF NEW YORK No,01LU6293126 oualified in Suitolk L:cumy luhw CarAtAission Expizes 11-25.2021 �qL q f4fsa l # # TOWN OF SOUTHOLD:BUILDING -DEPT. 765-1802 INECTION ', ' ' [ FOUNDATION 1 S b [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ` ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS; i v6vi/ o no �Vv��Qh, , \AA'j bt-11 c u I uA D,f tQ) IA)eQ DATE ?✓' ?� INSPECTOR It g,?9 u ' a-E 50!/Tyo� # TOWN OF SOUTHOLD BUILDING DEPT. _ boys N�,o oorm, 765- 1 SO2 INSPECTION [ OUNDATION 1 ST [ ] ROUGH PL13G. [ 'FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ilf 1,h a P� DATE 9D )O INSPECTOR \��� l�o�a0FS0UlyO�O # # TOWN OF SOUTHOLD -BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. [ "] UNDATION 2ND [ ] JNSULATION/CAULKING [ ] FRAMING /STRING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ��m n DATE jr L-V)DINSPECTOR 9 OF SOUlyO6 1 1-7 7-7 # TOWN OF SOUTHOLD'BUILDING DEPT. °`y�ournr 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 REMARKS: DATE INSPECTOR SO//%y0 # # TOWN'O'F SOUTHOLD BUILDING DEPT. `y�nurm ' 765-1802 r INSPEC ON [ ] FOUNDATION 1ST [ UGH PLBG. [. ] FOUNDATION 2ND [ INSULATION/CAULKWC%.. [ ] FRAMING/STRAPPING [ '] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O TO mv:-7 V, 040 in% - i nt mv elloi c _ DATE 4 INSPECTOR �o,\\pF SOUTyo{o # TOWN`OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING 4 [ ] FRAMING /STRAPPING j ] 'FINAL [ ] FIREPLACE & CHIMNEY [ r.] `FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: (LAC"C', 1_,�d ot DATE �' INSPECTOR �O�apE SOUI,f°!o * # TOWN-OF. SOUTHOLD BUILDING DEPT. 765-1802 444 47 - 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) JP� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ` �� INSPECTOR 'l " of solm # # -TOWN OF SOUTHOLD BUILDING DEPT. `ycouKn?�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SUL-ATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL IV.t> [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I 7 ✓�`� (0)/ vwl DATE v it INSPECTOR,)�J,�4 N EN --OB,K.' B Fu I L-131-WSEP 1 7 G 2021 rsd 74:C'4 N-0,06,,d Y. BLUDD;G Affidavit Of 2015 IECC Compliance Date: 3/22/2021 Inspection Address: 17877 Soundview Ave,Southold NY This is to Certify that on 3/16/2021 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in acc5gance with ASTM e1827 and meets the minimum standard of: Conditioned Floor Area: 5240 Blower Door Test Result: 1898 qffl@.50 Conditioned Volume: 1 55370 Leakage in ACHSO: 0.97 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post constrOuctio test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: F-4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Basement Leakage CFM@25: EXEMPT Supply R-value: NA Return R-value NA System 2: Leakage CFM@25: Supply R-value: NA Return R-value NA System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 0 CFMff225� Leakage Limit: I 2171CFM@25 I *** EXCEPTION-All ductwork and air handier is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: I I PASS Signature of Certified RESNET HERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com f ~ N ;Vi! Y€"IR,lG IB U I;L D I T;-C H N-,o L'O,G Y Ci•R•0'il i' Affidavit Of 2015 IECC Compliance Date: 3/22/2021 Inspection Address: 17877 Soundview Ave,Southold NY This is to Certify that on 3/16/2021 the above address has been tested in accordance with the provisions 0 of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 5240 Blower Door Test Result: 1898 cfm @50 Conditioned Volume: 1 55370 Leakage in ACH50: 0.97 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Basement Leakage CFM@25: EXEMPT Supply R-value: NA Return R-value NA System 2: Leakage CFM@25: Supply R-value: NA Return R-value NA System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 0 CFM@25 Leakage Limit: I 217 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS OA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 m Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com Manual S Compliance Report Job: 41 Date: Oct 29,2019 Entire House By: lowell mechanical inc 138 oregon ave,medford,ny 11763 Phone 631-654-1771 Fax 631-447-1775 Email lowellmechanical@gmail cam ' ® • For: fred fragola,a.d.f.ventures 17877 soundvtew ave.,Southold,W 11971 Phone:631-654-1771 Fax:631-447-1775 Email:lowellelectric@gmail.com Design Conditions Outdoor design DB: 95.2°F Sensible gain: 57174 Btuh Enterng coil DB: 77.8°,F. Outdoor design WB: 78.9°F Latent gain: 7037 Btuh Entering coil WB. 63.9`F Indoor design DB: 75.0°F Total gain: 64211 Btuh Indoor RH: 50% Estimated airflow: 2295 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: Model: Actual airflow: 2295 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0%of load SHR: 0% 146 • • • Design Conditions Outdoor design DB: 15.3°F Heat loss: 62669 Btuh Entering coil DB: 65.9°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Amana Model. AMSS920402BN Actual airflow: 2295 cfm Output capacity: 37000 Btuh 59%of load Temp.rise: 50 OF The above equipmentwas selected in accordance with ACCA Manual S. t wrightsoft" Right-Suite®Universal 201515025RSUD7560 2019-Oct-30095713 Page 1 ,CC, ocuments\WnghtsoftH\ACkTemplatelsoundwewrup Calc=MJ8 FrontDoorfaces S Residential Plans Exami - Re' - • Form RIPER I ACCK,. for HVAC System Design (Loads, Equipment, DUCtS) 15 Mar 09 ArOZITI MG7tacbsorkwa southold Header Information Contractor Jowell mechanical Inc REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes No Mechanical Itcaise, or MJ1AE Form*(and supporting worksheets) Yes No I] OEM performance data(heating,cooling,blavver)• Yes [] No Building plan# Manual D Friction Rate Worksheet Yes No E] Duct distribution sketch Yes No Home address(Street or Lot#,Block,Subdivision) 17877 soundview ave,Entire House 111154 1 OR rel 11111RM I , , Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 15 °F Onentation Front Door faces South Indoor temperature 68 of North,East West,South,Northeast Northwest,Southeast,Southwest Total heat loss 62671 Btuh Number of bedrooms 0 Conditioned floor area 2975 ft2 Summer Design Conditions Number of occupants 0 Outdoor temperature 95 'F Indoor temperature- 75 °F windows Grains difference 59 gdlb @ 50% RH Eave overhang depth Roof Sensible heat ain 0 ft g 57061 Btuh Internal shade: <— Latent heat gain 7023 Btuh Blinds,drapes,etc. none Eave Total heat Barn: 64084 Btuh Number of skylights 0 Depth Vvindow Heatinq Equipment Data Cooling Equipment Data Blower Data EWjipment type- Gas fu mace EQulpTent type Furnace,Heat pump,Boller,etc Alr Condltlonerr,,Heat pump,em 2295 Heating cfm 2295 Cooling cm- 2295 Model. Amana Model Static pressure. 0 In H2O AMSS920402BN + Fan's rated external static pressurefor Heating output cagaorty 37000 Btuh Total cooling capacity 0 Btuh design airflow Heatpumps-capac atwlnterdesign outdoor conditions Sensible cooling Capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh Design airflovr 2295 elm Longest supply duct 0 ft Duct Matenals Used Equipment design ESP 0 In H2O Longest return duct 0 ft Trunk duct Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct Sheet metal Friction Rate=ASP+(TEL x 100) I declare the load calculation, equipment,,equipment selection and duct design were rigorously�erfor-irned,base v d on the building plan listed above: •- •the claims made on -forms will be,subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or AOfhority having,jurisdicton use, 'Home qualifies for MJ1 AE Form based on Abridged Edition Checklist wrlghtSOft' Right-Suite®Universal 201515 0 25 RSU07560 Load Short Form Job: 41 Entire House Date: Oct 29,2019 lowell mechanical inc 138 oregon ave.medford,ny 11763 Phone 631-654-1771 Fax 631-447-1775 Email lowellmechanical@gmail com P For: fred fragola,a.d.f.ventures 17877 soundview ave.,Southold,W 11971 Phone:631-654-1771 Fax:631-447-1775 Email:lowellelectric@gmail.com Htg Clg Infiltration Outside db(°F) 15 95 Method Inside db(°F) 68 75 Simplified Construction quality Design TD(°F) 53 20 quality Tight Daly range _ L Fireplaces 1 (Semktght) Inside humidity(%) 50 50 Moisture difference(grAb) 42 59 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Trade AMANA Trade Model AMSS920402BN Cond AHRI ref 7368097 Coil Efficiency AHRI ref Heatinginput 92.1 AFUE Efficiency 0 SEER P 40000 Btuh Sensible cooling 0 Btuh Heating output 37000 Btuh Latent cooling Temperature rise 15 OF Total cooling 0 Btuh Actual air flow 2295 cfm0 Btuh Actual air flow 2295 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure Space thermostat Load sensible heat ratio0 in H2O 0.89 ROOM NAME Effi2) Htg load Cl load HtgAVF CI AVF :(Btuh) (Bich) (cfm) (cfm) Room 1 10520 9431 Room2 168 4348 385 379 Room3 158 3320 159 133 Room4 84 3623 5354 133 215 561 Rooms 108 3085 380 21 15 Room6 23 3805 113 153 Room? 25 93 77 3 3 Room8 121 178 00 82 4 3 Room9 70 2436 65 98 Room10 587 2692 1929 99 77 8043 5769 295 232 Rooml l 54 1816 1976 66 Room12 180 5294 4991 194 79 Room 13 188 3346 2088 200 Room14 399 7917123 84 Room 15 6516 290 262 102 116 Room16 160 2777 2899 1462 1249 54 50 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -+wrightsoftz Right-Suite®Universal 201515025RSU07560 2019-Oct-30095713 ocuments%WrightsoftHVACkTemplate\soundwewrup Calc=MJ8 FrontDoorfaces S Pagel Room17 1391 Room18 232 1246 51 50 3823 3629 140 146 Entire House d 2975 62671 57175 2285 Other equip loads 0 2295 Equip.@ 1.00 RSM 0 Latent cooling 57290 7037 TOTALS 2975 62671 64327 2295 2295 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigh'tSOft' Right-Suite®universal 201515025RSU07560 2019-Oct-300957 13 JCCA ocumenlslWrightsoftWAaTemplatelsoundwewrup Calc=MJ8 FrontDoorfaces S Paget Project Summary Job: 41 Entire House ate: oot 29,2019 lowell mechanical inc 138 oregon ave,medford,ny 11763 Phone 631-654-1771 Fax 631-447-1775 Email lowellmechanical@gmail com For: fred fragola,a.d.f.ventures 17877 soundview ave.,Southold,NY 11971 Phone:631-654-1771 Fax:631-447-1775 Notes: Email:lowellelechic@gmail.com Weather: Islip Long Is[Macarthur,NY,US Winter Design Conditions Summer Design Conditions Outside db Outside db _ 15 F � 95 OF Inside db 68 OF Inside db 75 OF Design TD 53 OF Design TD 20 °F Daily range Relative humidity 50 % Moisture difference 59 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 40608 Btuh Structure Ducts 22063 Btuh Ducts 35790 Btuh 21385 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh PipinHumidification 0Btuh Blower g 0 Btuh 0 Btuh Equipmentload 62671 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 57290 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Semi-tight) Structure 1271 Btuh HeatiDucts 5766 Btuh ng Cooling Central vent(0 cfm) 0 Btuh Area(ftz) 2975 2975 Equipment latent load 7037 Btuh Volume(ft3) 23803 23803 Airchanges/hour 0.18 0.08 Equipment total load 64327 Btuh Equiv.AVF(cfm) 73 32 Req.total capacity at 0.70 SHR 6.8 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Trade AMANA Trade Model AMSS920402BN Cond AHRI ref 7368097 Col Efficiency AHRI ref Heatinginput 92.1 AFUE Efficiency 0 SEER P 40000 Btuh Sensible cooling 0 Btuh Heating output 37000 Btuh Latent cooling 0 Btuh Temperature rise 15 OF Total cooling 0 Btuh Actual air flow 2295 cfm Actual air flow 2295 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. „ wrightsoft' Right-Suite®Universal 201515025RSUD7560 2019-Od-30095714 ocuments\WnghtsoftHUAC%Template\soundwewrup Calc=MJ8 FrontDoorfaces S Pagel 2/20/2020 2(480X640) t' - MAR - 9 2020 httnc•//mail-attachment.n000leusercontenLcom/attachment/u/2/?ui=2&ik=dd025e252e&view=att&th=1706302b09de862a&attid=0.1&disc=inline&safe=... 1/1 2/20/2020 2(480x640) https://mail-attachment.googleusercontent.com/attachment/u/2/?ui=2&i k=ddO25e252e&view=att&th=l 706302b09de862a&attid=0.5&disp=inline&safe=... 1/1 2120/2020 2(480x640) https://mail-attachment.googleusercontent.com/attachment/u/2/?ui=2&ik=ddO25e252e&view=att&th=l 706302b09de862a&attid=0.7&disp=inline&safe=... 1/1 c N Q 90 c - µ Q s Z IF ' �! 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C. � .. te'"pt arFf � 3 rR t - k Y� t Y ✓� s fid: � z 1 N i Mt ff ^ x L.13• CT E M G H � x � m °'t-�','• � N CD to O cl } `� � � u n 74 CD 4 ZncoCD 04 s N N � N 3 N O O N O f0 O O (O 5D n O 3 V Qcr a T, t Al I�K r—cn t N O F A 0 : CL I O. CD en N x h CD O. s JIMzt s r � tCOMMENT-,S FOUNDATION (IST) RA L------------------ Ui rr,77� I Z/A.W. FOUNDATION (2ND) ME ma 119 Pat 126%W, W Coll MAIN ?"M IFFR"RE rM� TIM ROUGH FRAMING& PLUMBING i a I A Wki 71"r(m tow, INSULATION PER N.Y, STATE ENERGY CODE ��e, l OTIA,1 WT 11MAW9 fffm RVIN I I-olle MR • -A TOWN OF SOUT,�IO1xD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DE?'A`R�NIENT Do you have or need the following,before applying? TOWN HALL —Board of Health SOUTHOLD, NY 11971 4 6 of Building Plans TEL: (631) 765-1802 —14&ffiring Board approval FAX: (631) 765-9502 ���� �JC/� 2,Survey ✓ Southoldtownny.gov PERMIT NO. ( Check v —Septic Form --MY S D.E C —C.O.Application --F4eod Permit Examined__ ______,20 _Smg4e&Separate —Truss Identification Form Storm-Water Assessment Form i l Contact: n' Approved L 120 Mail to• 13� (JV��11G(1 F�' e-ou`e- Disapprovcd a/c 0)e&(6 t�'A . 1—[to3 Phone. 63 -7 1 Expiration 20 _ ...... . , r ; 1;, ', 1 r .'? uildin Iri for "APPLICATION FOR BUILDING PERMIT Date A0 -X 9 , 20� INSTRUCTIONS &,,This•applicafion'MUST-"be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways c. The work covered by this application may not be commenced before issuance of Building Permit. d Upon approval of thi's application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of Issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building ermit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable s, Ordinances oi- Regulations,for the construction of buildings, additions, or alterations or for removal demolition s 1 rein described. The applicant agrees to comply with all applicable laws, ordinances,building code,hous g cod , d e ations, to admit authorized inspectors on premises and in building for necessary inspections. ; i to o appli nt or name, if a corporation) Go,</ ge,�4Z,� ld�l (Mailing add ess of applicant) �e State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If a>>licantis a corporation, signature of duly authorized officer (Name and title of c rporate officer) Builders License No Plumbers License No. Electricians License No. Othcr Trade's License No. 1. Lo/catio o I d on hich pro osed work w be done: House Number Street Hamlet County Tax Map No. 1000 Section �l Block 4t!!2 / Lot Subdivision. Filed Map No. Lot 2. State existing use and occupancy of pre ises and intended use and ccupancy of proposed construction: a. Existing use and occupancy r b. Intended use and occupancy J 3. Nature of work (check which applicable): New BuildinAddition Alteration Repair Removal Demolition Other Work /' (Description) 4. Estimated Cost (Bd _�� _ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories i Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories I // ' I' 8. Dimensions of �e new construction: Front D Rear Loo -Depth `t Height t Number of Stories 9. Size of lot: Front Rear Depth �0 Name of Fonner Own r A �d 10 Date of Purchase — f .).X--tVt It QTj P7i Z&5 --�,j/7 &;&l . 11. Zone or use district in which premises are situated Zets8/� 774-4-, 12 Does proposed construction violate any zoning law, ordinance or regulation? YES NO t/' 13. Will lot be re-graded? YES - NO Will excess fill be removed from premises? YES NO AnN'\ I�eb& ,tor / 14. Names of Owner of remises/TuF Address ��� d� e No. /"l? /2�, Name of Architect 1 Q£ Address�I ie No�y�/- / d'l� Name of Contractor Address Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO d * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S COUNTY OF_ S)S. at f 11V being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)Hc is the (Contracr, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said A,oik a to i ake and file this application, that all statementsa contained in this application are true to the best of his knowled e rid bel f, and hat the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �!q-6 day of p 20_[g_ ��bf 0 Notaiy Public FRANCINE COUPE Signat re of Applicant NOTARY PUBLIC,State of New Yorl No.01C06189134,Suffolk County Term Expires June 23,292-iD 'NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CO-NSEPVATIION Division of Environmental Permits,Region 7 SUNY Ca Stony Brook,50 Gide Road,Stony Brook,NY 11790 P:(631)444-0365!F(631)444-0360 vtww,riec nygov LETTER OF NO,JURISDICTION TIDAL WETLANDS ACT' ' July 2nd, 2019 Fred Fragola AFD Ventures 130 Oregon Ave Medford, NY 11763 Re:___ Application#1-4738-03473/00002. - AFD V 77 entures Property—178Sound�vieW AVe,`S-(Y fioT"d7 NY -I'1-97-f SCTM# 1000-51-1-4 Dear Mr. Fragola; Based on the information you submitted the Department of Environmental Conservation has determined that: The property landward of the line labeled "Top,of Bluff'as shown on the survey prepared by Metes and Bounds'Surveying, last revised°on 4112/2019, is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore,,no peirriit is required for work landward of this line. Be advised, no construction;sedimentation, or disturbance,of any kind may take place'seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit_ It is your responsibility to ensure that-all precautions are taken to prevent any,sedimentation or disturbance within Article 25 jurisdiction which may result from your project_ Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area)`or erecting a temporary fence, barrier, or hale bay berm. m This'Ietter shall remain valid unless`siCe concjiiiotis change: „_ _ ____ _ _. __ _ a __ k Please note`that this letter does not relieve you of the,responsibility,of obtaining any necessary permits or'approvals from other agencies or local municipalities. :Sin rely, '.Sherri Aicher -Permit Administrator cc Michael Macrina Architect BMHP, File NEwvoRiC flepartirento# '�u°tPUrnrr EAVtmi7n3erifat Conservation �1 APPEALS BOARD MEMBERS 4-AX . Sojrl � Southold Toun Hall Ruth D. Olina. Chair��omttn � 1p 53095 Main Road- P.O. Box 1 179 Gerard P GoehrinC, Southold,NY 11971-0959 Vincent Orlando C13 Office Location: Jamey Duiizio.Jr. � • �O Town Annex/First Floor.North Fork Bank Michael A. Simon l_�fCOU 54375 Main Road(at Youngs Avenue) Nov Southold, NY 11971 http://southoIdtown.northfork.net RECEIVED ¢e"� BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809-Fax(631)765-9064 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18, 2005 ZB Ref. 5725— VIVIAN LINDERMAYER and ASPASIA ISRAFIL Property Locations: 17877 Soundview Avenue, Southold; CTM 51-1-4 Right-of-Way 'Location: Property of Dr. and Mrs. Z. Micah Kaplan, 17815 Soundview Avenue, Southold; CTM 51-1-5 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 36,395 sq. ft. parcel is situated to the north of property identified as CTM 51-1-5, and the March 15, 2005 survey prepared by John C. Ehlers shows a proposed dwelling to be 40 feet from the southerly (front) property line. The property does not front along a town street and has less than 15 feet in width as required by Zoning Code Section 100-235, and New York Town Law,,Section 280-A. BASIS OF APPLICATION: Building Department's May 12, 2005 Notice of Disapproval, citing Section 100-235 for a variance concerning vehicular access width, which does not meet the code required 15 ft. minimum over CTM Parcel 1000-51-1-5. Also requested is a variance, based on the Building Department's March 28, 2005 Notice of Disapproval, under New York Town Law, Section 280A, to establish the required base road improvements (specifications)within the easement area of this private right-of-way, for travel by emergency and other vehicles, since the applicants' lot does not directly front along a town street. Zoning Code Section 100-235 states as follows: A. Street Access. (1) No building shall be erected on a lot that does not have direct access to a public street in accordance with §280-a of the Town Law. (2) All buildings and structures shall be so located as to provide safe and convenient access for servicing, fire and police protection and off-street parking and/or loading. B. Residential rear or flag lots and accessways. Any rear lot or flag lot occupied or to be occupied by a on6-family dwelling shall have access thereto by means of an accessway, having a width of not less than fifteen (15)feet, serving only such lot The area of the accessway shall not be included in determining the area of any lot. The front yard of any lot having access to a street by means of an accessway shall be the required I Page 2—August 18,2005 ZB Ref.5725—V. Undermayer an A Israfil CTM ID: 51-4-4 front yard specified for the district in which the lot is located and shall be measured from the rear lot line to the front lot C. All lots improved with a building or structure must ensure that access is at least fifteen (15)feet in width and at least fifteen (15)feet in height, subject to approval by the Building Inspector for residential structures. [Added 3-26-1991 by L.L. No. 8-1991; amended 6-11-1996 by L.L_ No. 10-1996]. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 7, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: VARIANCE RELIEF REQUESTED: This 36,395 sq. ft. lot is accessible along the eastern boundary over land, now owned by Gayle Crane and Z. Micah Kaplan, M.D., by a reputed 10-ft. wide, 218 I.f. right-of-way. Relief is requested under New York Town Law, Section 280A to establish, by variance approval, the required road specifications for emergency and other vehicles. Also requested is relief from Section 100-235 of the Zoning Code for a variance for the No building permit may be issued for construction on this northerly sound-front parcel unless relief is granted to provide access standards for improvement by emergency and other vehicles as required by New York Town Law, Section 280-A. A certificate'of occupancy may not be issued unless the right-of-way has been constructed and meets the conditions of this approval. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1- Grant of a variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The access to this property is reputed by the applicant's title records to be 10 ft. wide for 218 feet in length extending from the north side of Sound View Avenue. The applicants wish to build a new single-family dwelling on their 36,395 sq. ft. lot which faces the Long Island Sound, and New York Town Law requires sufficient access before issuance of a building permit. The applicants proposed a crushed stone surface, and open access, without obstruction at all times, for easy and safe access by emergency and other vehicles. The owners of the land adjacent to this right-of-way area wish to maintain an unimpeded grassed area, or similar landscape, two feet wide corridor on the west side of the easement area, allowing access for emergency and fire-fighting apparatus only. 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pursue, other than by variance. While the applicants do not own the land over which the access, they have an easement over the eastern section and propose a crushed-stone surface over the entire 10 ft. width, except that the current opening onto Soundview Avenue will remain at 12 feet wide and will not be gated, providing continuous maintenance 24 hours a day/seven days a week, for access to the proposed dwelling. This right-of-way has not yet been constructed, and is proposed by the applicants for the purpose of obtaining a building permit Page 3—August 18,2005 • ZB Ref.5725—V. Lindermayer IRA.Israfil CTM ID: 51-4-4 3. The difficulty has been self-created and is related to the fact that the property does not have approval under New York Town Law to the site for vehicles. 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 improvements for the right-of-way and access will consist of crushed stone, without macadam or similar solid material because there are phone and electric cables buried beneath the right-of-way for another dwelling. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of a building permit for a new dwelling, while preserving and protecting the character of the adjacent residences, and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Orlando, and duly carried, to GRANT the variance as applied, concerning the proposed construction of a right-of-way in a location as shown on the March 15, 2005 surrey prepared by John C. Ehlers, SUBJECT to the following conditions: In order for this variance to be effective: 1. Excavate ten (10) feet in width commencing at a point from Soundview Avenue (at a minimum of 218 feet in length), removing all grass and soil to a 4"to 6" depth. 2. Replace with 4" to 6" sandy loam with adequate stone content, and surface with a minimum of 4" of compacted stone blend with grit. 3. This right-of-way must be continuously maintained by the fee owner of the soundfront parcel identified as CTM 51-1-4. 3. A turnaround and driveway area of 30+- feet in diameter shall be provided within the applicants' property (CTM 5171-4) the driveway and parking area,for emergency and fire vehicles. 4. The right-of-way entrance shall not be gated or obstructed. 5. The variance approval also notes acceptance of the additional two feet to the west of the ;right-of-way (from Kaplan) without stone or other improvements, remaining as grass or similar landscape, without trees or other obstruction, increasing visual and overhead uses for emergency vehicle purposes for a total 12 ft. width extending westerly from the easterly boundary of the right-of- way. I Page 4—August 18,2005 ZB Ref.5725—V. Undermayer ana A.Israfil CTM ID: 51-4-4 6. The Zoning Board of Appeals reserves the right to inspect the completed improvements, prior to issuance of a Certificate of Occupancy at the soundfront parcel identified as CTM 51-1-4. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-0 Ruth D. Oliva, Chairwoman 9/gJ05 Approved for Filing Scott A. Russell °su '� STcO IR IMI SUPERVISOR - -_, l��l[A\1vA\�G�IEI�- 11 SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Matjno�d-•SOUTHOLD,NEW YORK ll971Ol Town of Southold NOV 15 2019 CE1APTER,236_,::m,,,STORMWATER MANAGEMENT WORK SHEET ' P— BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE k'OI.L,OWINTG: Yes o (CHECK ALL THAT APPLY) �_Clearing, grubbing, grading or stripping of land which affects more - than 5,000 square feet of ground surface. ; El[J B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year floodplain as depicted y y' on FIRM Map of any watercourse. PELF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management j Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,A t,Contractor.Other) S.C.T.M. #: 1000 Date; NAME )Y/ /Dql/slrl/ct LC. C � Section Block Lot '** FOR BUILDING DEPARTMENT USE ONLY Contact Information r<kp�vert Reviewed By: Property, Address/Location of Construction Work: _ _ _ _ _ _ _ _Date: !" ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required i (Forward to Engineering Department for Review.) FORM 41 SMCPMAY 2014 i Al APPLICANT: (Property Owner esign Professional,Agent,Contractor,Other) S.C� T�� l000 $IIFFQ �- oo � CHAPTER 236 NA Stormwater Management Control Plan CHECK LIST Sectlon Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complele Explanation and/or Reason for not providing isna re r� �l b.�7 °1 all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(02), 0O0 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �OO e. Limits of Clearing& Area of Proposed and Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) [�00 g. Location of all existing &proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). OOO 1. Location of 2roposed concrete washout area(s). �0O M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to a. Erosion &Sediment Controls. b. Construction Entrance &Site Access. O0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY**** i Additional Information is Required. Reviewed & Approved By: Stormwater Management Control Plan is Not Complete. I _ _ _ _ _ _ _ Stormwater Management Control Plan is Complete. Date: I ❑ SMCP has been approved by the Engineering Department. g g P i,ti FORM # SWCP Check List-TOS MAY 2014 Vg%I4FOl�CpGy BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD H Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # Date2019 Customer Name e� vre S LL..0 Electrician Name owe le( I" Op cTk Phone -f 7 Address l ��� v ?7� 65 l e-mail v e-mail Phone I License# 2IX Size 2'Go A Phase _Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid or 90 days th date ve. Authorized by " fflt - BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD = Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Eqgeff@southotdtownny.gov seand southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATIO (Ail Informatbn Required) Date: /FJ 9 / Company Name: Name: License No.:,,- email: •�. Address: Phone No.: ,JOB SITE INFORMATION (Alt Information Required) Name: Address: 7 if Cross Street: Phone No.: — 6 X71771 Bldg.Permit#: email: e tl,��t2�d t? lu•4� _Tax Map District: 1004 Section: l Block: 0/ Lot: D BRIEF DESCRIPTION OF WORK (Please Print early) fel c ��VrC Circle All That Apply: Is job'.ready for-inspection?: YES NO Rough In Final- o you need a Temp Certificate?: YE ' NO Issued On Temp Information: (All information required) I. Service Size 1 Ph 3 Ph Size:��D A #Meters _Old Meter# New Service Fire Reconnect-Flood Reconnect-Service Reconnected-Undergrotind-Overhead #Underground Later 1 H Frame pole Work done on Service? Y N Additional Infermatto . �•, i,�M ,. .� - PAYMENT`DUE WITH APPLICATION I - � ` OCT 1 5 2019 " �;;ReptSrfiif lrispgiiory Form.xisZ V Y Z S f e° � ®Gy BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD co ® � Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate #--Y Date 10.116 2019 Customer Name ei, ara S LLC Electrician Name CW /eC 7YIC 4 Address ��Vler4/ UPhone '?I 6.5k 77/ e-maile-mail (�pWC��deG4-r1G f Phone License# T 1A 04 Size 2,020 -A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New SO "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid or 90 days th date ve. Authorized by BUILDING DEPARTMENT-Electrical Ins TOWN OF SOUTHOLD L Town Hall Annex- 54375 Main Road - PO Box 119 1 9 2020 an-15 Southold, New York 19971-0950 - Telephone(631) 765-1802 - FAX (631) 765-9DDNG DEPT® roaerr@southoldtownnu.gov seand@southoldfy ays�:gTT - - HOILD APPLICATION FOR ELECTRICAL INSPECTYON ELECTRICIAN INFORMATION (au Informatiorl Required) Dato; Company Name: l Ale_ Name: - License No.:%JtX email: L eOA1,44 X.6 Address: / Phone No.: JOB-SITE INFORMATION (All Information Required) Name: /c, Address; 174 :m / .Cross Street: Phone No.: BIdg.Permit#:, u(--� �] email: v do Tax Map District: 1000 -Section: S-1 Block`_ - / - _ " D BRIV,, DE CRIPTION OF'WOR (Please Print Clearly) r a � - Circle All That Apply: Is job--ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES(� - Issued On Terr>ils'Information: (All inf6ffnidtidn requiied) - Service Size 1 Ph 3 Ph Size: A #Meters € ld Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information:. PAYMENT DUE WITH.APPLICATION 3 �Q Request for rn"ction Form-As C /�" �� � I PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust , Oven Dryer Smokes DW Service . ,Carbon' 1 Micro Generator's Combo Cooktop Transfer AC AH Mini Special: T Comments: 1 e Town Hall Annex , ti : � +� � s Telephone(631)765-1802 54375 Main Roach: , d � ;= " ,'�, ,e>, Fax(631)765-9502 P.O. Box 1179 , ^,,' Southold, NY 11971-0959 "; A r BUIW N-, EPART, 'ENT. ;rt x ki.43�'.:.tb�MA+3' Ws,,g,_'Yy s'^ •b2 e '«"'-�' ;S » �` ♦♦♦x�r'..<�."3', >.�.x N:O 1,CE OF-UTILIZATION OF-TR S�SaT 'E�.CONSTR.tJ.CTlO[V ERE . 4WOOD CONSTRUCT I`®N=.,` 6102TIMBER CONSTRUCTIONS°11'i§1T�- Da -44 ad°' `�' "�'`'�`§-..'s�xt�"a'`;p'4 - - °_er,�", �,^�•.P,r•�".< �:t.:..,r-p„asp..?$ .P`;>!`� :*A,b,�.� L6.6060of Property: Q�”,f Dol , Please take notice thaYe(chet;kappfcb}e line � ,2s -,�, 3"�rs..a�P� Newcommei� at- resslea#ialstructfrew ; x��='" a 3I � coAddition t0or residentiali*st`r9uSICr"`Ae'ef°trg e > ' y'Rehabs 1tato°n#o'an exEstin commercial or resrdettial structu ::w. "� > ,'� , c #; ,xtel� {, Da""zrt 4fH ,, , to be,cops rue gar performed at the s�blect property referenc`e` boveuylll�utlllze (check a'p licblelne): : ,u > TibStyconstruction (TT) X x°-`�', `r= . '� Pre-engine redwood.construction PW. } ; (.,$ ):�. `,';: ^- t b '' q.s µ" 901 3.'.afi> $"'t'aS a°e'°r^ Y-„ J ,"„- 3'` J' .�'? dc.: •y;=,p v""i''a 4- ' Timber construb Bina TC, lu� • in the folio Ing location(s) (chec=k applia ; Floor framing, including girders and beams (F) Roof framing .—,Floor,and ro, d,fr min9 �F, ) Sixgnature: Name (person'sub , ting this.for� Capacit i(c `^°' k applicable line): /\` �,t/y�ClZf�_ ✓ Owner Own��representative TrussRegMdocz' ' s `Effective`1/1/2015 r - i I ADF Ventures, LLC 13 8 Oregon Avenue Medford, NY 11763 Email: Adfventures a,gmail.com (631) 654-1771 * fax (631) 447-1775 August 31, 2020 Town of Southold Building Department 54375 Route 25 =_ Southold,NY 11971 SEP Re: 17877 Soundview Ave, Southold Permit 4 44447 To Whom It Amy Concern, Enclosed are (4) copies of plans and RES checks for proposed finished cellar to amend existing permit. Thank You Fred Fragola PD� /7 r7-) U r OCT 31 2020 n 7@UR PgyT/`1 DEPT _ __� pF SOUr�,®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 lyCOUNTi,� BUILDING DEPARTMENT July 19, 2021 TOWN OF SOUTHOLD ADF Ventures LLC 138 Oregon Ave Medford, NY 11763 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. X Final Survey with Health Department Approval. X Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Foundation Location with setbacks. X Energy Test Results. Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44447-Z Single Family Dwelling WOVEN WIRE FENCE (MIN. 141/2 GA.,MAX. 6" MESH SPACING) MAX. 36" MIN. FENCE POSTS, TEST HOLE DATA O� DRIVEN MIN. 16" INTO GROUND Q$•gg TEST HOLE DUG BY McDONALD GEDSCIENCE ON AUGUST 26 2005 Y `� �PTER q � �"•," o ��' 1 1' pppR�N'C NIS O� O'er/'ZO/20\ el. 56.13' 0� WOVEN(14 1/2 GRE MIN., MAX. 6" MESH SPACING) 36" MIN. FENCE POST Mi P LO p,5 W DARK BROWN SILTY LOAM (OL) WITH FILTER CLOTH OVER 1.55 O 1.0 ' �) HEIGHT OF FILTER A, 16" MIN. REN 1.52 1 + ++ HAY BALE SEE HAYBALE DETAIL R0G�N,r�E --/ PALE BPOWN SANDY SILT (ML) F�oa" MIN. 20" MIN. + 0 Arch iN .03 0 8 3.5' 420 UNDISTURBED REV s$ PERSPECTIVE VIEW -� ; GROUND 21 Main Street Ston Z 4.32 22 BROWN SlL7Y SAND (ML) y Brook NY 11790 24 EMBED FILTER CLOTH _T W 1 1 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS STEEL EITHER T OR U MIN. 8" INTO GROUND 36.0' TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD phone. 631 686-6585 O I4 2. FILTER CLOTH TO BE FASTENED SECURELY TO 16" MIN' fax. 631 686-6786 WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE : WOVEN WIRE, 14 1/2 GA. 2 3`� 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING email. MMacrina@optonline.net 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN web. MMArchitectAlA.com O 24 9� EACH OTHER THEY SHALL BE OVERLAPPED BY FILTER CLOTH : FILTER X, MIRAFI 100X, s 3$ BROWN FINE TO SIX INCHES AND FOLDED. STABILINKA T140N OR SECTION These plans are an instrument of service and are 3 40 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL. the exclusive property of the architect. z 34 &1z COARSE SAND (SW) AND MATERIAL REMOVED WHEN "BULGES" DEVELOP Infringements of the concepts and design ideas 4 AA IN THE SILT FENCE. PREFABRICATED UNIT : GEOFAB, presented on these drawings shall be prosecuted 4 �g ENVIROFENCE, OR APPROVED to the fullest extent of the law. Copyright 2019: 44 6 48 EQUAL. Michael Macrina Architect, pc. All rights reserved, 1no4 �o Silt Fence Detail thepart expressedewritten consentlans maberof withoed ut 5� not tc3 scale S� TEMPORARY EROSION CONTROL MEASURES Drawing Status � •5 60.46 1 THE SILT SCREEN AND CONSTRUCTION FENCE IS PROPOSED TO ACT AS A 3 1 0 CLEARLY VISIBLE BARRIER DURING EXCAVATION AND CONSTRUCTION. TOP OP U THIS FENCE AND THE SILT SCREEN SHALL BE REMOVED AFTER Zoning Analysis 60.50 ALL EXCAVATION IS COMPLETED ON THE SITE. y6 X pSIOI� �,�� Issued for ,a% G A-1 p 1-NETax Map No. h� 1 3� RIGHT OF WAY District : 1000 � 1 Section :51 Const uction 1 Block : 01 s � 1 PROPOSED CONCRETE Lot :04 1 s� `p a0 2 tiR pRYWEI'y #` N/0/F RETAINING WALL DETAIL -Zone : R-80 tJl 1 R`NG '� Y. a;ieop•T SETH & BARBARA EICHLER (NOT TO SCALE) EP` ST 331.8 s ft. 0.673 acres N 1 ARBA 8 5F covGrGd�,dln9 X 10 to of wall -Lot Area :29, q. ( ) GtG 60 DWELLING FINISHED GRADE I I el. 57.0' Min. Required = 80,000 s.f. Dates g2 -11 GooncgtGpa 1 ,5",6SWELL IJ p 10/23/19 Issued for Construction GING PGK 58 '1 03 sect. 280-124. nonconforming lots uncovered 20,000 to 39,999, modified setbacks 11/12/19 Site Plan Issued N/0/F 1 ANG 0 � 1 concrete landing MICHAEL R. & BARBARA JONES Z AI= 1 and steps W ° ' 4- 11/19/19 Shift house 5ft 1 58 - � O o � Yards: MCALLISTER 1 s3�r- a--- pOS�D / / 58 - Required: 16 pR0 O`2Y 4,000 sl poured concrete No. 5 REBAR p P Front=40 ft DWELLING ° egress , TWo ST 0oUSe 2�' D GRAVE AY window I __�-13�DR�q 0 PRo?/IOUS) pRIVEW wall and footing 18" O.C. X Side= 15 ft(min.) O well FFe / N 58 (PER TGE °' Side= 35 ft(total) W 62 co� ��p eQ�'� pSED WATER SERV No. 5„ REBAR FINISHED GRADE Rear= 100 ft to top of bluff O 60 ` pRoP ILL NOT 18 O.C. VARIES CONSTRUCTION UAREA y SED VIELti. WR1VertAY -r0 p'L' ° 58 58 1 AEOL�f-r9 GA E ppJPCENT MEMBRANE Lot Coverage Calculations g sT ySll l- E max. allowed lot coverage - O\ -rµoLE e N WATERPROOFING lot area x 20% s T K SEPTIC SYSTEM SIDE p 4P 56S WIRE ° 29,331.8 s.f. x 20% No. Date Description Co 57.5 -/� 0 = 5,866 s.f. 54 ! V�py1. .�' Project pl -%" 1 V' 28" 1> e, CA 5,866 s.f. > 2,138 s.f. (conforms) �WsS�0 R I GRAVEVLIA W D 4 0 o (allowed) (proposed) 5 A S pRl O No. 5 REBAR 18" Q _ Proposed ♦A' � v vv �51aE'� 1 . - . ° ± 30 29 5 , 54 53.76 z Residence Z ' S, 0�•6g 53.5 THIS IS AN ARCHITECTURAL SITE PLAN 4> 1 BASED ON INFORMATION FROM A CI1= 2 D °. D& 2" i O L t SURVEY PREPARED BY : N For 1 Metes & Bounds Surveying ° w ; 52 m Shirley, NY Plot Plan Legend 0 1 last revision dated: August 7, 2019 No. 5 REBAR @ 18 O.C. g ADF t 1 1 51.24 ft3 -6 Indicates PropertyLine -- � Ventures , 1 Indicates Setback Line50.98 LLC 1 1 1 N/0/F 1 1 Indicates Fence MICAH & GAYLE CRANE 17877 Soundview Ave. KAPLAN 50 Indicates Existing Structure orEgo t Southold, NY 1�_ 1 D WELLING o1 -A Proposed drywell 1 1 (solid cover below grade)1 � Roof Run-off Calculations 1 1 0 48 70 Proposed drywell 1 1 48.631 Drywell #1 (roof only) (open grate to grade) Jurisdiction>d Runoff Factor = 1 jn Storage = 2" = .17' leader drop install new underground piping to r new drywell (see plan) Town of Southold 1 y j Roof Area 2,100 sq. ft. z ' 1 r ao Volume Required = Indicates Silt Fence Suffolk County p (rainfall) (area) (runoff factor) _ 1 T O .17' x 2,100 sq. ft. x 1.0 = 357 cu. ft. 1 4� z T.O.G. Top of Grate n 8' dia. Ring = 42.24 cu. ft. per foot of height --� Drawn By: 1 � � t-31 GE 357 cu. ft. / 42.24 cu. ft. per foot of height = 8.5 ft. Existing Tree to be Protected / 1 M.A.M. �If*SV Eu 4n 03 ' 47.29 47 -r PL FAN Provide (1) 8' dia. x 12' Tall Drywell Ring (drywell #1) (see detail, same sheet) �j� j Checked B �,0 *G'�� �. ''� A'- 46 N y' O 1 PI- FENCE BP N M.A.M. IVA Indicates Electric Service -E-E-E E- a 1 G0, OR IVtop TCB47.14 Job No.BC846.45 Solid Cover (Traffic Bear'g) Indicates Water Service -w w w w- r 3y2g6 � 46.90 Grade 1922 0 O /' PVE�ENT � � X Clearing Limit -------- �, k / � --��-- E'0GE OF p ���'0406.95 N. 47.00 SewDer Pipe I � 24 max j � Sht�'' T / GA`s' Traffic Bear'g Dome O WELL 3, -- ,2 �� w F-J0�1 �;--" ISite ILmg F9 - Ian V(� O o GA ` ? ,� 7 GAS-G `� I ® ® I 4,000 psi Reinforced J t � , ® ® __ , Conc. Rings (typ) General Notes: G '�n� ® ® ® ® rte � O�) GAS�I.�p,IN � •� �/' G� Gp5 �x I ® ® ® � V�] El ® I-�-3'-0 min. 1. General Contractor to Install Silt Fence Collar as shown on plan. SOA Wrap drywellwith ��Backfill w/ Clean 2. General Contractor o Install filter fabric I IMI M M ® I Sand & Gravel t Drywells for all Roof I 09 �� I Leaders as shown on plan. -=-24" min. Sheet Number : plan north L-------------- - -J Ground Water Grading & Drainage Plan Prywell Detait Solid cover below grade Y. 1/4" = 1 '-O" not tC3 scale TEST HOLE DATA NOTES: TEST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 26,,2005 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM e1. 56.13• 0' EXISTING ELEVATIONS ARE SHOWN THUS: X0000 DARK BROWN SILTY LOAM (OL) SURVEY OF PALE BROWN SANDY SILT(ML) 3.5' T9� �. � jH SERVICES - PROPERTY BROWN SILTY SAND (ML) r=',=-�•v'-=ti=' - ``-"�'-� ' - SITUATE 36.°' 1 S OUTHOLD BROWN FINE TO L� S O� TOWN O F S O U T H O L D COARSE SAND (SW) , 48' 108gg SUFFOLK COUNTY, NEW YORK Of SH\�WApIZ°'9 N S.C. TAX No. 1000-51 -01 —04 7 2�3 �pNG PPP PRF AS F 155 O � 5 SCALE 1 "=50' PPP Pg�NT N 1 e e LA oM OF BLUF�� "a MARCH 26, 2019 RN �'s� 0 JULY 1 , 2019 — ADD HOUSE & SEPTIC Z 432 420 Z° AUGUST 7, 2019 — AS PER SCDHS COMMENTS 2'y � ya We ye O �e ILA AREA = 29,331 .8 sq. ft. P. ° 0.673 ac. 0 � s z �4 HOUSE CLEANOUT TO GRADE ° ELEV. 64.0' SEE DETAIL a / FINISHED GRADE CAST IRON COVER FINISH GRADE ELEV. 58.0' TO GRADE ELEV. 57.5' L ff-�6W S $9 WHO WPt -I' MIN./4ft max. TOP EL. 56.4' .-q' MIN, 60 4fi TOP EL 57.0 MINA" DIA. r6" 3 i INV. EL. APPROVED PIPE "11EL APPROVED PIPE T SAND AN min. PITCH 1/4"/1' min. PITCH 1 8 1 NV. EL 55.4' to COLLAR 60 50 _ 56.3' / "10'CO�BSI _ �' =-59-15-. _�°_______ FLOW BAFFLE NV. EL ' QUIr' d �8' Z w �i ,qqa � �� GROUNDWATER C§�t °IO 1,500 GAL 8'DIAx16'TALL BOT. EL. 40.0 FE.t.t'W TANK LEAPTIC CHING ®R E-A AM,,M��� e2ado rt+F� PROPOSED SEPTIC SYSTEM DETAIL STpRMWP (NOT TO SCALE) BY riP N \\ Q N/0/F �e ISO SETH & BARBARA 7LER[7� 1 011E r? lid t`�CCf' r pp vp-. s1JJ CC. �r_'.r�v,.I>.AF11 LFA" fell 1 r7 L� iii::.r OilWELL D WELLI `�� wrJ DE,TERN11�•,A1 t0i•d DATH) MICIYl JONES �\ sd �� ii, unc ver!d - McALLISTER \ yooi� , woos lynding DWELLING z ,56. P OPSTOR �'6 fi�QPt7ED�°eoc - HOUSE , '9 58 aa1 RETAINING WALL DETAIL 0 11 ' 5S E 64.0 X16 {-86��, �1 WO V�Agj /!�/LL�VV�!(LyPnp/�' (NOT TO SCALE) O 82 I 5 �26_ / a 1 3•RIGHT OF WAY HCE .U'f V`C,.0 ©°L�°�Y 10" t el. 57.0'p of 11 FINISHED GRADE W •,2.6 l i yRC" WATFg SER IL - -` - OPOR OHO\— -PROPOSED `,A,1 NAT -- � 45�C p�'o�• - - e- - ---- - - P1109 v 'o/ 56 . � AYTEST• BE LD NW WELL TO "� {�'Y � 0 EL Qy i6 __ so' 110_^ Wly BE LN 4,000 psi poured concrete No. 5 REBAR P, 5 67 GUY W011 and footing ®18" O.C. S[s„ C',f,.e Nr) 't�A ,. 7 ♦ t y RE r X sai�IlL?1� A3�.,L�tt: d,ts to be,instal�� 57.5�� i�N\ �1 p.CE R No. 5 REBARc3i ° �Indc drivenway. 5 lj' j\ \' / 1 FE ®18" O.C, p FINISHED GRADE ' to ° VARIES ne 53p \Y �� N GRiVEWA W MEMBRANE p to.2 D p WATERPROOFING �pE OF WOODS 6 , SHED j 1 a A R �¢ SEPTIC SYSTEM SIDE p 4,;' g 54 53 76rn R -'.%. � ° 53 53�j �9 F �� 28" D8 \ / . 4" ®16 t�4EOF uNo. 5 REBAR 5NIGIN E'SCE�y€ d., IF (LI ! a_ - i a I U 4 , 7P o C ° , 3 -P E. Ci 9061 O / 52 / � y` ' 'TJUA {, o €L ° z .` a A ..��•..y��q N. ® 5124 ° 111 ), 1• . 50 98 1 0 5 REBAR 0 18" O.C. FOR FIMP� PPir v N/°/F , q' MICAH & CA= CRANE L S-6' / fio KAPLAN 1 / � D WELLING / IS STOPPER OR 'IATA 01r=R STOPPER OR eerat+sca.xv.emr-"m"""'-^avm* /Isz�w®am e^,nvr.,mao�.cn°a —� I� ENO PLUG SUfA3ix LE=0F_R DID PLI.G SUFFOLK COUNTY Dr4PAFV'T1IZN $"OF EAL" I'I �r.Zi nyiCk 0 � 4863I 1� 48 70 � - W j��py!Y.ry[{p _ For? r+'[+,p�'y r gpy /� r��M��p pqB /4M�yp�,5 p"yg 'S� PV62NIi6 For? APIA-i+C' %/AL pO{� 'Iar1�1Y711{ILM,'B9,iYL,7I'I Fon.A a 1 [Z Q — SMm PIPF S.a:tl t~;s d-A y�)�•;' :Y i.:dR>Ii:ltl C.,e sJ!�i i.9 tl SZ ac-treum =o n00 .eoe O r• a 48 rn uaE�rur_a• nLTERNATE's' DATA. i'E c, a� I ey. yt �� v I ,E - I �pSN�- G CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC I9���1(Tw % t - p v _ I 4729 47 7 46 MfTPaNp E IN ALL VIEWS,ALTERNATE"A'IS FOR BENDS,ALTERNATE"B°IS FOR USE W IH BLD, EXTENSION/CONNECTION .... / � c�� O FE•O CPTCH For e:i�'�ti;.um O>i: � wal�,DR0AgZ PI FEHG6 gP5\N pp GR I,,( ' TC1347 14 FIGURE 8 EXPIRES!o P YEARS FROrt DATE Of APPR SIA oR\� BC84645 CLEANOUT DETAIL A,,,®,,,�,,,o..•>.m>„>,_., 46 9090 PPh"Fst100.006 95 1\X47 00 gw&L 3,1�° , 0„ NN Ja ��� WEILL AND LATEILM,MUST BE 1 CO" �'� 5 � �°�' e,�, A��1 r� 0�v ON FINAL SURVEY /c+s GP NOTE: LOCATIONS AND EXISTENCE OFANY O'� SUBSURFACE READILY NIBBLE,ARE AND/OR STRUCTURES NOTNOT CERTIFIED. s \J 71US SURVEY IS"ECT TO ANY EASELFNT METES AND BOUNDS SURVEYING OF RECORD AND ANT'OTHER PERTINENT FACTS WHICH A TITLE SEARCH NIGHT DISCLOSE O 53 PROBST DRIVE 'UNAUTHORIZED ALTERATION OR ADDITION To A u I'NIIIIUfr SHIRLEY, NY 11967 SE'EAALiS�OBLATIION OLAMO F ARRTICS 13UCENSED 344,SSECno s 7409•SUBWM N R OF THE NEW YORK STATE PHONE (516) 972-5812 EucATIoB uw 00 surveydude@optonline.net 'Copies from the original of this survey map (JT ` °0 •° Y,•n�` not marked with an original of the land °, 5d surveyors inked seal or his embossed seal ' '� f ° , s TEST WELL LOTS: 04 BLOCK: 01 SECTION: 51 DISTRICT. 1000 :heli not be considered a wild true copy.• r 'P ' °•` Certification Indicated hereon elgnlfy that �P this survey was prepared in a000rdancc with CONC. MON. FOUND MAP OF: the existing Code of Practice for Lend Surveys t i 4�Ui ado ted by the New York State Association of Professlonal Land SUM y°re. Sold + ' • = UTILITY POLE SITUATED AT: SOUTHOLD ce tificaaone shat run only to the person for whom the survey Is prepared,and on his WELL TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title compan Y,9olemmental agency and lending Institution. �� p.,)..o �T'�t�• tIr �` Certifications are not trans era to 68 PROPOSED GRADE CERTIFIED m.additional Institutions or subsequent owne • "r"IIT letunu,:a TO JOB NO.: 19-169 DATE: MARCH 26, 2019 TEST HOLE DATA NOTES: TEST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 26, 2005 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM e1. 56.13' 0' EXISTING ELEVATIONS ARE SHOWN THUS: X0000 DARK BROWN SILTY LOAM (OL) 1.0' SURVEY OF PALE BROWN SANDY SILT(ML) 3.5' PROPERTY BROWN SILTY SAND (ML) t j� SI T UA TE 36.0' G �s SOUTHOLD BROWN FINE TO O F SOUTHOLD COARSE SAND (SW) + TOWN 48' 10% SUFFOLK COUNTY, NEW YORK E WP N 12 0-1 �ALONG�p PR�tA�R PS�X55 i2�9 2 0• S.C. TAX N o. 1000-51 —01 -04 t n SCALE 1 "=50' °� - & °� .0 o MARCH 26, 2019 NS203 B°20 �0 r� JULY 1 , 2019 - ADD HOUSE & SEPTIC Z 432 AUGUST 7, 2019 - AS PER SCDHS COMMENTS o go NOVEMBER 19, 2019 - SHIFT HOUSE 5' 0 a AREA = 29,331 .8 sq. ft. ° 0.673 ac. ye HOUSE CLEANOUT TO GRADE ELEV 64.0 SEE DETAIL / FINISHED GRADE CAST IRON COVER FINISH GRADE ELEV. 58.0' TO GRADE ELEV. 57.5' 36Vt S 9 WOpp WALL t' ��' MIN./4ft max. TOP EL 56.4' ��' MIN 60 46 TOP EL 57.0 / t ;_ MIN. 4" OIA. BL INV. EL APPROVED PIPE APPROVED PIPE am SAND AN (+ of MIN.._ - -- _-- min. PITCH 1/4"/1' ts• min. 8 ' ' I� COLLAR y toP 60 50 = = 56.3' / o _ - FLOW BAFFLE NV. EL 56 C NV.PITCH 1 /1NV. EL 55.4 „EL 10'COASTAL — 1 55.5' ? HAZARD LINE B• wROUNDWATER — (a0 \ �\ 1,500 GAL B'DIAx16'TAU- BOT. EL 40.0 \ SEPTIC LEACHING TANK POOL PROPOSED SEPTIC SYSTEM DETAIL \ pR x 12 j Y't�L lip \' gdto�WAFt NOT TO SCALE SjOR ( ) N ` `P N/O/F 62 \ 60 / SETH & BARBARA EICHLER N/0/F \ snc°d�ltand�9 A®"ALL DWELLING MICHAEL R. & BARBARA JONES `\ W°° / ,S enc,veged McALLISTER \\ so ,°�i woo lynding PROPOSED CONCRETE y I / N DWELLING ? 15,g\ P OPgTORY , �'� 6e RETAINING WALL DETAIL B RM. HOUs i 2 4 j A (NOT TO SCALE) 82 5FF 2.6 4. ' 5 • / 3'RtGHt OF WAY \RCE FINISHED GRADE I I t el 57.0'of II LA $ , i VERVA 1 WRIER SER 80 _ 2 jCPORCN \ ,� 1 pROPO NOT n ^Afi C� i ?ROPOSEO YALL - - _ 58 68,a ' 'Spt1W'AY • BE FO DWEN-pRNEV7A T tp pRI v QST LOCA p Ap o YAU-BE LOCA 4,000 psi poured concrete No. 5 REBAR t7Y 56 1 2r GUY N wall and footing ®18. O.C. OD 67.6 / �� y WIRE r ° 6� 64 gyYi iv`v \� /1t o.fiE ®18" D.CNo 5 . FINISHED GRADE VARIES 53 1 \ `� N GRAVEWA LA MEMBRANE p S `� 10'2 O O WATERPROOFING EDGE OF WGOD 5 t V\ FRPS�AEp t = S TIC SYSTEM SIDE p / 30 9 5�, 54 53 7s A. i S7 2 69 `•\ ,ell I wELL®/ 1 No 5 REBAR ®18' ° _ 4 ti c I / 11 = �' �� �� O.C. ° n z 52 t m 2" D I, D 2• > ' N % O LP LP i * 0e A \ 5124 50.98 tt ,� 3 ab �® o. 5 REBAR 0 18" O.C. ry / MICAH & GAYLE CRANE tt ���' S-6' KAPLAN 50 {�— / D WELLING t, STOPPER OR SATE OR or- STOPIER OR Elio PLUG SUFA3LE�fl END PLLG 48.6311 48.7 0 N to / � w / Xt ya w t Q svm PPf < / t Z I ' 47 kLelMs 20 ELBOX % � O 448 m 45'E—=W 60 A E / ALTE�t1AT='A' 4LTER14TE"e' CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 1119047 29 47.47 48 SES 4 O aE IN ALL VIEWS,ALTERNATE'A'IS FOR BENDS,ALTERNATE'B'IS FOR USE WITH BLD, EXTENSION/CONt1ECfI0N / O FE•G C00A / OLCE V91% %/ ME1PL 0 P�WPY as so t TC 47 a5 FIGURE 8 / CLEANOUT DETAIL t 0 � 46695 wPP loo 011X�— ats/ •� WELLGlj O S GA L �os 0 iSµNN VIV,* NOTE LOCATIONS AND EXISTENCE OF ANY GPS--- SUBSURFACE UTILITIES AND/OR STRUCTURES / O C•C�� NOT READILY VISIBLE,ARE NOT CERTIFIED. Sv Tay SURVEY IS SUILEOT TO ANY r���+T METES AND BOUNDS SURVEYING WHICHADAEDANY OTHER PERTINENT FACTS w++CN O TRE SFARaI YIp1T 06CLOSE 53 PROBST DRIVE "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY YAP BEARING A LICENSED LAND SURVEYWS SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTIOIE 134.SECTION 'SUBpNSON T OF TIff NEW YORK STAT PHONE (516) 972-5812 EDYC& LAYt surveydude®optonline.net 'Copies from the original of this survey map TEST WELL not marked with an original of the land surveyors Inked seal or his embossed seal LOTS: 04 BLOCK: Ol SECTION: 51 DISTRICT: 1000 shall not be considered a valid true copy' CertlNCotion Indicated hereon signify that I MAP OR ttt1e�Z.tI;Code of Practice for Land Stir e t CONC. MON. FOUND g y9 I 4 1 adopted by the New York State Association of Profeselonai Land Surveyors Said UTILITY POLE SITUATED AT: SOUTHOLD cvUf-Uons shall nnn only to the person `\ for wham the survey Is prepared and on his v WELL TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title Company,govemmentd Q ogenay and lending Institution. CetUTCotions are not transferable to \Yj 68 PROPOSED GRADE additional Institutions or subsequent owners.' e CERTIFIED JOB NO.: 19-169 TO DATE: MARCH 26, 2019 TEST HOLE DATA 'ES,HOLE WC BY A,e00NnLD CEOSCIENCE ON-C.,26 Z.S . .... NA ii h zail--rii n a Architect PFRSPECTIVE VIE 160 Z.12,� 5ECTIQ BROWN-1 1. X COARSE S"D(SI") Silt Fence Detail T—CRANY ERCGCN C—CI- —UNES Vgft—--NA-1, Zoning Analysis NP Issued for Construction b" A— PROPOSED CONCRETE N, 91�IF RETAINING WALL DETAIL (NOT TO SCALE) Uri Are, DWELLING —=24 WCHAEL R P WILMOTER F1 ODD 8'ocre. DWELLING e C < n"IS—INACE ua as Lot C—reg C,[,,Iat,cn SERC-IE-SUEN. 2 a318A I -5.66 sf P Proposed sl IS Residence THIS AN M�Hi rEOMML SITE 11A1,1 BASED ON INFORMATICIN FROM A ;5 Qi IRVEY PREPARED BY For t NI-I 8 B-1 S.-Mg 6N,b,w Plot Plan Legend ADF Ventures, LLC 17877 Soundview Ave rte m- S..th.ld,NY DWELLING Roof Run-off Calculations A"7 z1-11 I�11 To-of5cfthold suff.k County 0 If.2 IL I n n. nob Np I..I. —.d�(1)8 12 10 D-11 VIA g D.. Site Plan sl,. "("r tgr Cg, General Notes Sn-aA plan nodi Grading&Drainage Plan DrVwell Detail.......... SP-1 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: °,�0.00 10 03 �A'v SURVEY OF ADD-9 PROPERTY 12. 3 �Of'G S0 Of ONO PS 35�I0. SI T UA TE rE v"E�P�\t N\�1 52 �� W 2.03 OF SO4.20 BL\I4 11 SOUTHOLD O\ TOWN OF SOUTHOLD z 4_32 SUFFOLK COUNTY, NEW YORK w S.C. TAX No. 1000-51 -01 -04 SCALE 1 "=50' MARCH 26, 2019 MARCH 6, 2020' FOUNDATION LOCATION 38 N F 54.66 54_00 W0�WAu 52_4955.08 1 60 46 =-__== s�z3 10• , = AREA = 29,331.8 sq. ff. TOP OF BLu --_—-_-__-_ _: _ 0.673 ac. 10'COASTAL _— HAZARD LINE-- ==- •`_ ='i+= =- =_`�_ ; 1 6258 N/0/F ' 1 61_93x \ 1 SETH & BARBARA EICHLER \ 1� \\\ 61.01 Al 1' 6271 \\os, 161 1 42 fit \' 1 0000 ; Imo X61_811 \ Im �l r 0000 \\ 1 \I 11 11 LA \62` i51X \� 5988 O \ I 1l 6291 ; 5oD N 10 GOPTON �i 57_7100 15.9 FAUN�B'ha 6299 N FSU DPT ON s ? 2 9T 222 W Z TOp Of �2•� CL \B�. 9.d 3'RIGHT OF WAY — --_- -- - O -- 5802X t_89. \ 15d W1 \� 561 •. 0 5 .4 RE r 0. X \ \ \w BRI x 54 7 FML 0.BE 01 LTS 53_68 \�- FDS t0 53_04E0- 0VEWA 0 53_76 fn 00.69��, 5 O 53 5 Z B C 0 N101 ` 51_24 MICAH & GAYLE CRANE KAPLAN 5098 JV/01F MICHAEL R. & BARBARA JONES McALLISTER Ph 48_70 48.63 £ yc J f O 4 p5NAT foo N 47_29 \AESo N04'E CA FENS BA 0 FETAL Gp1.`A'AY 1 TCB47.14 C Owl BCB46.45 46_90 0 �06 5 rtIX 47_00 O�� v cps��N Yy NOTE: LOCA'DONS AND DOSTENCE OF ANY SUBSURFACE UTIL7IES AND/OR STRUCTURES NOT READILY VISIBLE,Aft NOT CERTFlED. METES AND BOUNDS SURVEYING T15 5Ji Y S EA1- T -1 All-osr.VT a=i=�Oi]AV]All DT-1_3—TV_VT .1C-1 p TT_SJi��I V.�.iT]5:_O5. 53 PROBST DRIVE •JVAJT101Z A_T_iATOV Oi A]]TDV To A SJiV,'VAS 5=Ai vO A_CENSE]AV]SJiVY045 SHIRLEY, NY 11967 SJ._ S A VOAT OV 0=AiT =134,S=:TON 723 9.SJ3]V SOV 2 O=Ti.V9v Y03<$TATO PHONE (516) 972-5812 _]J-ATOV AW' surveydude®optonline.net 'Copes from the original of this survey map not marked with o original of theland LOTS: 04 BLOCK: 01 SECTION: 51 DISTRICT: 1000 snail poi bekc.dsldaradr nis va6a truee'opy' "CartiflCotiOn indlcaled hereon signdy that MAP OF mle sarVey we.preporetl in accordance with TEST WELL the—sting code of Proc ice for Land Su,,ys adopted by the NewYork Stale Association of Professional Land Surveyors Sind CONC. MON. FOUND SITUATED AT: SOUTHOLD ortwhe, heredisl run aplreplaeao eo^eeo°n� TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title company,governmental UTILITY POLE Ceeify tonseo "poi"n'imsfemble to 1 oddlhonal Institutions or subsequent owners pp WELL CERTIFIED TO JOB NO.: 19-1698 DATE: MARCH 6, 2020 NOTES: 0� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: °-06 SURVEY OF PROPERTY AtJCI If 2`21 SI T UA TE `a�nq qI g� I ®-gEZ „�j 0.N 6d/C �e�D'@✓a d��F ga_.79 0'W,N�O�1{�tlt1�{�y SOUTHOLD TOWN OF SOUTHOLD S �oa.99' SUFFOLK COUNTY, NEW YORK Z.� yi20I2p19 ; S.C. TAX No. 1000-51 -01 -04 A\,ONO �L AS 4 0-' 9\-V O 1\E VNE S N\csW 3 t p� ,, SCALE 1 "=50' pPPAR ; kit; w MARCH 26, 2019 C �5 F 51C MARCH 6, 2020 FOUNDATION LOCATION + � r^ DECEMBER 23, 2020 FINAL SURVEY Z ,> DECEMBER 29, 2020 ADD PROPOSED POOL _„x 4229 JANUARY 14, 2021 ADD POOL FENCE =YF APRIL 20, 2021 REMOVE PROPOSED POOL, o ° �92 ADD NON–DISTURBANCE LINE, LOCATE EROSION LINE —� - , 1 APRIL 26, 2021 LOCATE EROSION LINE, 1 RELOCATE TOP OF BLUFF ADJUST ELEVATIONS �36W t4WALL X JUNE 10 2021 DRYWELL REMOVED NEW ONE INSTALLED AUGUST 11 , 2021 ADD SEPTIC TIE CHART AREA = 29,331 .8 sq. ft. 10'COASTAL EROSION ':— -'�- -`^^^-^^ \__>-`_-_'�' ”-- J/ HAZARD LINE—�- \'- - --/'---*---- f/ 0.673 Cj C. - ;•;:fit� _�/�/ N r�,l/////// \ 1 25'NON-DISTURBANCE LINE 85 1 \ I \ 64 lip \ ti 62 33 LIA \\ 1N 0 N p\a,2 pEFS \\ \\\ WELL SETH & BARBARA EICHLER ROp E5 39 S N s om\ 0 60.4 pME NOU 61 18 03 6_,46 — pLo•\� �`222Y W Z c;; \6.513 ,1 0 3 RIGHT OF WA EGRE'S u 4 C- 12 g 2 r r WINDOW Wpl v rn 0>�P •16. E WALL N O ROOF ' 13.5 ,6.3o Iyy WALL O/I• - - - -- - - X i69DINS S'EPIICGA4K ' �� WEI-L W 5\ASE WAV yj000 S25. \ 1500 53 50 2 q{1N0 P001 Y p Ya \ Wp\1 pU 5 p1A•.16 DEEP =+ HARE r r x 51A \ \ %j Bps `-7 4 0.5E Ln {6 15 A\i �\ w\ \+ EDa t0 QT rn\ GRA`7EI- `�� \ 10.2�'- DRIA 0 °�� \ NAE \ `s1SoED EAN510N P001' • (r\ e DIA.-B Z9 50\\ CL \\ o 0p 04 Q `p SEPTIC SYSTEM TIE MEASUREMENTS Z 1p HOus E HOUSE HOUSE m CORNER A CORNER B CORNER C 0 SEPTIC ANNK 27.W 41.5' O t LEACHING N/0/F 1 POOL 1 14' ae' MICAH & GAYLE CRANE PPOOOLH2O 22' S{' KAPLAN l SUFFOLK COUNTY DEPARTMENT of HEALTH SERVICES N/0/F it P �1RPRf_)1,lCt'.ofL) 1lV is-; FORMICHAEL R. & BARBARA JONES �� A S�iVCiL%•F'' ':.Y R!:SillN;w MCALLISTER Cute$ v I`T 'tom �r T ne sst"'yac•••4's�t7$ci ,}n �vw 1 i N J sst;ert-,c a^.alar • , ciaies at fniS Ix3fiOn have been ` ceni,iec.by ITV t or othsr agencies andlound to z be satisfactory FOR A NiALXIt1�Uib3 Q NEURO®�1dS x 1 o 0,'E 49_/1 s � M� 4�4E Op PI-FE\\CE 1 Bp5\N ' o `"E` DApY ' rce=9 e/ Office cf VVasterwaterfclilc�geP"!l@B1t ::rJ^?yi 19 / O 1 t f .�). / EpGE pF PA ,RL100.00,4X1X k 4=i �.(�.�,� 0 3,�1° 13.21,30„ W � ��.�•��� 01 OT r GAS alt NOTE: LOCA71ONS AND ND/OR S U ANY SUBSURFACE MSIBLE, AND/OR STRUCTURES OU NOT READILY VISIBLE,ARE NOT cERTFlEO. TF S SLRVEY 5 SLEJECT TO ANY EASEMENT CTG ANG ANY CTFFERTHENT FACTS �Jf�/• 1 (�,.'..�d'�{ J` Wr CF METES AND BOUNDS SURVEYING eE fiEC A TTLE SEAFC UGFT CSC LOSE 5.3 PROBST DRIVE •LNALTFCF ZEC ALTENATCN CF ACCTCN TO A 1 L-- `\\^.....�Y..✓•"11I !!JJ SLFVEY VpF FEAR NO A LCENSEC IANC SLFVEYCFS A•� �' ;� { SHIRLEY, NY 11967 SEAL S A VCLAT ON CF ART CLE 134 SECT CN PHONE (516) 972-5812 Ezoe _cN z OF TrE NEW YORK STATE J ECLCATFC'CN tAW(AWS y surveydude@optonline.net copes from o-e or-rel of tre r y mcp t ""`` rct mcrkec Witt cr nrcl of tre L lerc SEP 1 7 2021 LOTS: 04 BLOCK: 01 SECTION: 51 DISTRICT: 1000 Sh.tt rot Cekcc Se'°`F'Eo-Tht—,e=ecv"I eernf�eeoor ciccte For,,, sIgr,fy o-et TEST WELL MAP OF: ire x,strg Ccc'OPeProehee fW io oes rveys cccptec by tre New York Stcte Assecicher Of Prefesslercl Lere S—yycrs Sci T t TT 'xT3a• SITUATED AT: SOUTHOLD ertncc ors=roll r y m o-e Ferrer g I'4& CONC. MON. FOUND r mFcry, ac,'rercO,tei ' I I G TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. be whom to Fo s Ycc s prep s �_a ori X97 to,r ter talo ifs tenor `' o 5: c; - - e: UTILITY POLE Cerof«n,rs ore ret trorefercbl to ccit,orcl,rsbtLt,crs or sL Ose-ort owrers' Op WELL CERTIFIED TO JOB NO.: 19-1691 DATE: AUGUST 11, 2021 �i REScheck Software Version 4.6.5 'r CN.J Compliance Certificate Project Proposed Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Y Project Type: New Construction Conditioned Floor Area: 3,662 ft2 Glazing Area 11% `f Climate Zone: 4 (5572 HDD) -,, Permit Date: ,. Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 17877 Soundview Ave. ADF Ventures LLC MMA Southold, NY Michael Macrina Architect, pc 21 Main Street Stony Brook, NY 11790 (631) 686-6585 ,.� . .. Compliance. 13.3%Better Than Code Maximum UA: 594 Your UA: 515 Maximum SHGC- 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules ' It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ,?: Gross Area Cavity Cont. Perimeter Ceiling 1: Cathedral Ceiling 1,915 42.0 0.0 0.025 48 Wall 1:Wood Frame, 16"o.c. 4,821 21.0 0.0 0.057 242 Window 1:Wood Frame:Double Pane with Low-E 382 0.300 115 SHGC: 0.30 Door 1: Solid 18 0.400 7 Door 2: Glass 168 0.300 50 SHGC: 0.30 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,865 36.0 0.0 0.028 52 Floor 2:All-Wood joist/Truss:Over Outside Air 53 42.0 0.0 0.024 1 Compliance Statement. The proposed building design described here is consisteAdesied ding plans,specifications,and other calculations submitted with the permit application.The proposed building has bemeet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed inInspection Checklist. Name-Title Signature �, r , Date Iq i JJ va`i+ 1 Project Title: Proposed Residence ��" Report date: 10/23/19 Data filename: F:\Drawings\2019-MMA\1922-17877 SoundviewV XE ergy Calc\Energy Pagel of 9 Star\1922-Res Check A.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section' .; _Y, •: # -,Pre-Inspec'tio'n/Plant ReviewrA' =,Plans;Verified; Field Verified'' -Complies? `" Comments/Assumptions';' &'RL.q.ID !%clue;_ :Value f' 103.1, 'Construction drawings and p _ = R°w ` y � g �}.�.,- -�_ �_" _ µ.;,.�, {;',_ '°'t ❑Complies ,Requirement will be met. 103.2 !documentation demonstrate _+ _ ` >A`_" s` 'y EFP{ rr,�-,�``y�"� _ ..��:�= Rx�rc ;��t... ❑Does Not [PR1]1 ;energy code compliance for the � vya*'r s, t.k,r 'a _ - <<' ` :Location on plans/spec: !building envelope.Thermal ❑Not Observable F°ar sheet G-2 i envelope represented on "T !construction Applicable ; construction documents. K = '' 103.1, Construction drawings an = `-" 'Y`'' - ^= d €" ;_a:>s£,.M, #No,n'<^?'}Y ❑Complies ;Requirement will be met. 103.2, !documentation demonstratet'f'_ ,;- :❑Does Not 1 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems. ,p J `fl 'rF' s` _ 4 [:]Not Observable nu 3' '~F - �.. !Systems serving multiple ;_ -."`` MS<e`'w ` ':i' ,l `u��❑Not Applicable ; !dwelling units must demonstrate ;compliance with the IECC !Commercial Provisions. 3`0ZI, _,Heating and cooling equipment is; Heating: Heating:�y ;, Complies ;Requirement will be met. 403.7' sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2, on loads calculated per ACCA Cooling: Cooling: :❑Not Observable T1s Manual] or other methods approved by the code official. Btu/hr i Btu/hr :❑Not Applicable ; . Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Proposed Residence Report date: 10/23/19 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Calc\Energy Page 2 of 9 Star\1922-Res Check A.rck f6undati6n I n4pettion,,_ Coni Llies. "Coinmen'ts%Assum tions Re JID cl J,03`1.1,- A protective covering is installed to ;Ekomplies :Exception: Requirement is not applicable. ffollf' protect exposed exterior insulation :E]Does Not and extends a minimum of 6 in. below grade. :IE]Not Observable; :E]Not Applicable ,4,919-, ISnow-and ice-melting system controls,ElComplies Exception: Requirement is not applicable. ,[FOi2l? -']installed. :E]Does Not :E]Not Observable: 1EINot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,.2,lMedium Impact(Tier 2) 1-3 1 Low Impact(Tier 3) ,Project Title: Proposed Residence Report date: 10/23/19 Data filename: F:kDrawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Calc\Energy Page 3 of 9 Star\1922-Res Check A.rck Section Plans Verified' FieldVerified-� T ' ` "' '# Framing/,Rough-In inspection Value Complies? Comments/Assumptions' Sc Req.ID ,= Value', , , 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ! ;❑Does Not ;table for values. [FRl1 ! ; ] ; ;❑Not Observable j ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). ;❑Does Not table for values. 402.3.3, 402.5 :❑Not Observable ; [FR21 ; :❑Not Applicable FR2] ! S 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance i❑Does Not with the NFRC test procedure or b a ti ;taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 hnstalled per manufacturer's ❑Does Not instructions. Location on plans/spec: ' -�❑Not Observable :sheet G-2 ❑Not Applicable ; 402.4.3 !Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 lis listed and labeled as meeting ❑Does Not cJ l AAMA/WDMA/CSA 101/I.S.2/A440 ,or has infiltration rates per NFRC - _ fP []Not Observable ; 1400 that do not exceed code ❑Not Applicable !limits. a� 402.4.5 ;IC-rated recessed lighting fixtures " ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not land labeled to indicate <_2.0 cfm } ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 ;Supply and return ducts in attics a10Complies :Exception: Ducts located [FR12]1 !insulated>= R-8 where duct is = 7❑Does Not :completely inside the >=3 inches in diameter and >_ ' , �: ❑Not Observable building envelope. ;R-6 where< 3 inches.Supply and !return ducts in other portions of ❑Not Applicable ; !the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ; !for< 3 inches in diameter. 403.3.5 ,Building cavities are not used as -'❑Complies ;Requirement will be met. [FR15]3 i ducts or plenums. = ❑Does Not V ; }❑Not Observable # ❑Not Applicable 403.4 IHVAC piping conveying fluids ; R- R- !❑Complies ;Requirement will be met. [FR17]2 Iabove 105 °F or chilled fluids ;❑Does Not !below 55°F are insulated to zR- v 3 ;❑Not Observable ; ❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC _ ❑Complies ;Requirement will be met. [FR24]1 ;piping. '° ❑Does Not V ❑Not Observable ; i❑Not Applicable 403.53 Hot water pipes are insulated to R- R- ;❑Complies ,Requirement will be met. [FR18]2 I>_R-3. UDoes Not ;❑Not Observable ❑Not Applicable 403.6 j Automatic or gravity dampers are = ❑Complies ;Requirement will be met. [FR19]2installed on all outdoor air ❑Does Not iii intakes and exhausts. ; ❑Not Observable ; . ❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Residence Report date: 10/23/19 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Calc\Energy Page 4 of 9 Star\1922-Res Check A.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3e Low Impact(Tier 3) Project Title: Proposed Residence Report date: 10/23/19 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Calc\Energy Page 5 of 9 Star\1922-Res Check A.rck Section Plans Verified Field Verified # Insulation Inspection . - Value Value', Complies? Comments/Assumptions & Req.ID s 303.1 IAII installed insulation is labeled �',' "- ❑Complies , :Requirement will be met. [IN13]2 1 or the installed R-values r ❑Does Not provided. • V )[]Not Observable o ❑Not Applicable 402.1.1, ;Floor insulation R-value. 1 R- R- 1❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not ltab/e for values. [IN1]1 1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, 1 Floor insulation installed per ,`<_., _ ❑Complies ;Requirement will be met. 402.2.7 1 manufacturer's instructions and ° ❑Does Not [IN2]1 1 in substantial contact with the v ;underside of the subfloor,or floor «- ❑Not Observable 1 framing cavity insulation is in ❑Not Applicable contact with the top side of , :sheathing, or continuous 1 !insulation is installed on the i 1 underside of floor framing and extends from the bottom to the 3 1 ;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, 1 mass wall with at least 1/2 of the ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 !wall insulation on the wall ❑ Mass 1❑ Mass 1❑Not Observable [I1\13]1 lexterior,the exterior insulation 1 I requirement applies(FR10). :E] Steel i:E] Steel 1❑Not Applicable 1 1 303.2 ;Wall insulation is installed per ❑Complies :Requirement will be met. [IN4]1 ;manufacturer's instructions. ❑Does Not , ❑Not Observable f, ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Residence Report date: 10/23/19 • Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Calc\Energy Page 6 of 9 Star\1922-Res Check A.rck Section Plans Verified Field-.Verified- # Final Inspection rovisions, Complies? Comments/Assumptions & Req.ID Value, Value r r 402.1.1, 1 Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 [Fill' ; ; ;❑Not Applicable ; 1 I I 1 l I I 1 I 1 t 1 I I 1 1 I t 1 I 303.1.1.1,!Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. ❑Does Not [FI2]' !Blown insulation marked every ❑Not Observable 1300 ft2. 1 ]E]Not A licablePP I 402.2.3 Vented attics with air permeable ; ","r }' ❑Complies :Exception: Requirement is [F12212 insulation include baffle adjacent r ❑Does Not not applicable. to soffit and eave vents that l❑Not Observable ; extends over insulation. ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ;❑Compiies ;Requirement will be met. [FI3]' insulation >_R-value of the :❑Does Not I I I 1 ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50= ;❑Complies ;Requirement will be met. [FI17]' tach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. I ; ;❑Not Observable ; ❑Not Applicable 403.3.4 I Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air (FI4]' {cfm/100 ft2 across the system or ft2 ft2 :❑Does Not handlers are located within <=3 cfm/100 ft2 without air ❑Not Observable :conditioned space. handier @ 25 Pa. For rough-in :❑Not Applicable :tests,verification may need to occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [FI27]' !determine air leakage with ftz ft2 ;❑Does Not handlers are located within either: Rough-in test:Total ;❑Not Observable :conditioned space. ;leakage measured with a :❑Not Applicable !pressure differential of 0.1 inch Iw.g.across the system including !the manufacturer's air handler ; !enclosure if installed at time of test.Postconstruction test:Total leakage measured with a I pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air I handler enclosure. 403.3.2.1 :Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]' by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats . ❑Complies ;Requirement will be met. '[FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to j❑Not Observable ; code specifications. ❑Not Applicable 403.1.2 , Heat pump thermostat installed = ❑Complies :Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not notaPPlicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies :Requirement will be met. [Fl 11]2 systems have automatic or i❑Does Not accessible manual controls. ,° ❑Not Observable ; ❑Not Applicable ; 1 High Impact(Tier 1) 1,2 IMedium Impact(Tier 2) 13 1 Low Impact(Tier3) Project Title: Proposed Residence Report date: 10/23/19 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Calc\Energy Page 7 of 9 Star\1922-Res Check A.rck Section ]--�Plans Verified�, Field Verified_ # "� �; Final;lgspection'*&%iision's Value ". Value Complies?, Comments/Assumptions• &Iteq.ID ` u 403.6.1 ;All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 (fans not part of tested and listed '' " c ❑Does Not ff HVAC equipment meet efficacy ❑Not Observable ; and air flow limits. ' ❑Not Applicable ; 403.2 'Hot water boilers supplying heat §_ c`U _µ ,; y, ❑Complies ;Requirement will be met. [F126]2 through one-or two-pipe heating a - - ❑Does Not ; a systems have outdoor setback control to lower boiler water _ ;�.- _` []Not Observable temperature based on outdoor ?; ❑Not Applicable ; temperatures 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. (FI28]2 have a circulation pump.The °' , )❑Does Not ; ,system return pipe is a dedicated .. return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- :❑Not Applicable syphon circulation systems are I not present.Controls for ; circulating hot water system _' pumps start the pump with signal ifor hot water demand within the 1 joccupancy. 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 I r ❑Complies ;Exception: Requirement is FI2`9 2 comply with IEEE 515.1 or UL �❑ not applicable. [ l ff P Y Does Not PP 515.Controls automatically adjust the energy input to the ❑Not Observable ; heat tracing to maintain they F`.= ' ' ❑Not Applicable ; desired water temperature in the piping. 403.5.2 i Water distribution systems that - „-1❑Complies !Requirement will be met. [F130]2 i have recirculation pumps that E []Does Not pump water from a heated water ❑Not Observable supply I pipe e back to the heated water source through a cold ,. ❑Not Applicable ; water supply pipe have a ° ,demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature f {of the water entering the cold )water piping to 104W. 403:5.45-`,,"Drain water heat recovery units ;'� ,.�r. R .=�� �. .> �..,❑Complies ;Requirement will be met. (F13�1]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side i ;pressure loss of drain water heat ❑Not Observable recovery units<3 psi for � � '- ❑Not Applicable individual units connected to one 1 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. 404.1 175%of lamps in permanent (ac: ^'' r' ❑Complies ;Requirement will be met. [FI6]1 !fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage (lighting. ❑Not Applicable '. 404.1.1 ;Fuel gas lighting systems have =_ ❑Complies ;Requirement will be met. [F123]3 !no continuous pilot light. ❑Does Not ; ❑Not Observable _�❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Residence Report date: 10/23/19 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Calc\Energy Page 8 of 9 Star\1922-Res Check A.rck Section,,; y. ;., :, # Final,Inspection.Provisions Plans;Verified F,ield`,Verified = Complies.,: Comments/Assumptions' &-Req.ID: :Value' Value = 401.3 Compliance certificate posted. `. yr t 'y- ;£=❑Complies ;Requirement will be met. [FI7]� []Does Not ❑Not Observable �❑Not Applicable 303.3 ;Manufacturer manuals for x' ,<; - ,3, _ ❑Complies :Requirement will be met. '[F118]3 !mechanical and water heating ❑Does Not systems have been provided. ` []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1.,2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Residence Report date: 10/23/19 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Calc\Energy Page 9 of 9 Star\1922-Res Check A.rck 2015 IECC Energy NO - Efficiency Certificate 'Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 36.00 Ceiling / Roof 42.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 0 REScheck Software Version 4.7.1 Compliance Certificate Project Energy Code: 2015 IECC ' Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 100% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: ,Con'struction Site: Owner/Agent: Designer/Contractor: 17877 Soundview Avenue ADF Ventures, LLC Michael Macrina Architect, p.c. Southold, NY 21 Main Street Stonybrook, NY 11790 Compliance: 9.7%Better Than Code Maximum UA: 124 Your UA: 112 Maximum SHGC: 0.40 Your SHGC- 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Basement Wall 1: Solid Concrete or Masonry 1,755 14.0 0.0 0.055 93 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Window 1:Wood Frame:Double Pane with Low-E 52 0.270 14 " SHGC: 0.34 Door 1: Solid 20 0.270 5 tompliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.7.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date ey aQ "P C% �s e 0, Sy' Project Title. Report date: 08/28/20 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Pagel of 9 Calc\ResCheck\17877 Soundview Avenue-ResCheck.rck ` REScheck Software Version 4.7.1 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ,.,Section 5= _ Plans'•Verifi' ed� �yFiel �VYrifi d e ed�, `Pre4nspe'ction P iJWReview. s/A"scum tionsy / 'Complies Comm"'nt` p &• Req. _ Value'.- =--Value- , q 103.1, :Construction drawings and -'' - _:fh'z' Y ,::'s;.,`, ",❑Complies 103.2 documentation demonstrate '`"" - _ _ y''_`_ ''°µ_FJ =`r`' `°`" ;<_ i❑Does Not [PR111 energy code compliance for the =`� - - ,building envelope.Thermal _' _, []Not Observable envelope represented on , ; Applicable , construction documents. N 103.1, ;Construction drawings and �` '[]complies 103.21 ; 103.2, ;documentation demonstrate l _- __ _ „ "T= ❑Does Not 403.7 =energy code compliance for y 1 :lighting l systems. �° V4 k n >° ❑Not Observable [PR3] ;li htin and mechanics #�,�,,2' - -- �' �_,��'>: - �-�=�_ ;Systems serving multiple _ T, ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. -I Heating and cooling equipment is, Heating: ; Heating: ,❑Complies 403:7 4 sized per ACCA Manual S based Btu/hr Btu/hr :F-]Does Not f PR2j? .=x on loads calculated per ACCA art or other methods Cooling: Cooling: :, Not Observable Manual � `b,•Y,. ;` 1 Btu/hr Btu/hr -approved by the code official. ;❑Not Applicable A Additional Comments/Assumptions: 11 High Impact (Tier 1) Ji4d Medium Impact(Tier 2) ;;,3; Low Impact(Tier 3) Project Title: Report date: 08/28/20 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Page 2 of 9 Calc\ResCheck\17877 Soundview Avenue-ResCheck.rck F1 on Y Co- nts/A rid ii:el me ins,�V��11'f Ile # 7 atil6n1viiiiiid s�stirfibtions 402.1.1 Conditioned basement wall R- R- 'E]Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior: :table for values. R- R- ;E]Does Not !insulation is used,verification ;may need to occur during :E]Not Observable Insulation Inspection. Not :E]Not Applicable ;required in warm-humid locations: in Climate Zone 3. 303.2 ;Conditioned basement wall 'V [F05] insulation installed per E]Does Not ;manufacturer's instructions. W� E]Not Obseryable E]Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;E]Complies See the Envelope Assemblies [F06]1 ;insulation depth of burial or :E]Does Not :table for values. distance from top of wall. I I :E]Not Observable E]Not Applicable ' 303:2,1A protective covering is installed ElComplies Rol to protect exposed exterior 'E]Does Not lOnsulation and extends a E3Not Observable Z minimum of 6 in. below grade. E]Not Applicable "AA '`Snow-and ice-melting system ies f!70121� controls installed. Does Not E]Not Observable ONot Applicable Additional Comments/Assumptions: I I High Impact (Tier 1) Medium Impact(Tier 2) 17,31-]Low Impact (Tier 3) Project Title: Report date: 08/28/20 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Page 3 of 9 Calc\ResCheck\17877 Soundview Avenue-ResCheck.rck Section _='- Plans Verified eld Vered=: #': - Framing'/RotUI lrrinspectiori - - _ _ - _Complies? `Gomm en#s/Assurreptions`. & Re .ID= Value Value,,- _ q �`�` �,_�,> ;a 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ; 1❑Does Not ;table for values. [ ]1 41t❑Not Observable :[:]Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- :[]Complies ;See the Envelope Assemblies 402.3.1, ;average). '❑Does Not ;table for values. 402.3.3, ❑ 402.5 ; Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products _ w' __ -`¢�❑Complies ; [FR4]1 ;are determined in accordance a- = yT❑Does Not :with the NFRC test procedure or , - < " `,'� Illy) X taken from the default table. ;'.�n'; - '" � � ' ❑Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier _ElComplies ; x [FR23]1 ;installed per manufacturer's ❑Does Not y • ;instructions. ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ( n ��`� " - =� ❑Complies [FR20]1 ;is listed and labeled as meeting = _ ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440�- " El :or Observable Ior has infiltration rates per NFRC 1400 that do not exceed code .` ,. - " - `,;❑Not Applicable limits. 402:4:5" ;IC-rated recessed lighting fixturesi� _ -__ - = ❑Complies [FR16]2. •sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. _ _ ?`, ❑Not Observable , =,❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ", �4 _ - - " �' i❑Does Not >=3 inches in diameter and >_ L' ❑Not Observable R-6 where < 3 inches.Supply and," return ducts in other portions of V. '�`_ - r T :,�� ,,�❑Not Applicable ;the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter. 4033'.5 _ !Building cavities are not used as %=' ❑Complies [FR15]3 'ducts or plenums. _;: _; _ _ , ❑Does Not ,,- , ,t ;`,_' {Y _p ss` - ->;❑Not Observable ❑Not Applicable HVAC piping conveying fluids R- R- ;❑Complies [FR17]2t-,.• above 105°F or chilled fluids ❑Does Not f 4 below 55°F are insulated to >_R- 3 ❑Not Observable , E❑Not Applicable 403.4.1 ;Protection of insulation on HVAC �«t->-;❑Complies El Not[FR24]1 piping. ; ❑Not Observable , `' - .¢ _= a❑Not Applicable 403.5:3"''a' Hot water pipes are insulated to R- �R ;❑Complies ; [F-R18]?;_;_I aR-3. =❑Does Not �. ,' :[]Not Observable j ` ❑Not Applicable 7 1 403.6-F= Automatic or gravity dampers are, 'i _ - ` ❑Complies t`.t'•_ ' Does Not [FR19], installed on all outdoor air `�- ,,`c��` ,t•,.��" y'�"�_ - = ,;���- ,❑ _ , intakes and exhausts. ij=H' ❑Not Observable ;. ❑Not Applicable 1 High Impact(Tier 1) ;2 Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title: Report date: 08/28/20 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Page 4 of 9 Calc\ResCheck\17877 Soundview Avenue-ResCheck.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 08/28/20 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Page 5 of 9 Calc\ResCheck\17877 Soundview Avenue-ResCheck.rck ' ' 3011- installed insulation is labeled �,,--,�-'�E]Complies [IN131,�'--','11 or the installed R-values E]Does Not �'-�"E]Not Observable E]Not Applicable 1 L11 402.1.1, ;,Wall insulation R-value. If this is a;; R- R- ;,E]Complies See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the E] Wood F-1 Wood 'E]Does Not table for values. 402.2.6 :wall insulation on the wall Mass E] Mass tNot Observable [IN311 exterior,the exterior insulation I E] Steel E] Steel :E]Not Applicable 1;J6 ;requirement applies (FR10). 303.2 ;Wall insulation is installed per ' AE]Not Observable E]Not Applicable AdditioneUCommments/Assummptions: ' 11 High Impact(Tier 1) Medium Impact(Tier 2) 1,3''1 Low Impact(Tier�3) Project Title: Report date: 08/28/20 Data filename: F:\Draw| ndvew/4ve-Fnago|a\Energy Page 6 of 9 ` Section' ,__ns 4 PlaVerified;.,"*'Ieltll VeAfieil:> ` #` _Final''InsPectlon Provisions+` _ _ 'Complies?- Comments/Assugiiptions Value` --Value,,, &'Req :ID tt; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies , [FI3]1 ;insulation ?R-value of the ; Z❑Does Not adjacent assembly. ; ❑Not Observable 3❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ;❑Complies [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable 1❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 1 cfm/100 ft2 across the system or ft2 ft, ;❑Does Not 1<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable ; ;tests,verification may need to ❑Not Applicable , j occur during Framing Inspection. ; 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies (F127]1 ;determine air leakage with ; ft2 ft2 ❑Does Not either: Rough-in test:Total < leakage measured with a i❑Not Observable )pressure differential of 0.1 inch ; ;❑Not Applicable lw.g. across the system including ; :the manufacturer's air handler I enclosure if installed at time of ; itest. Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 ;by manufacturer at<=2%of El Does Not design air flow. _ y❑Not Observable ❑Not Applicable '4011-.1` . Programmable thermostats t _ - `='` _ "3❑Complies -Y, installed for control of primary -ay'-` _ - =''_ ' _-'❑Does Not heating and cooling systems and initially set by manufacturer to r ,_ 3❑Not Observable . code specifications. �y; -� - __, =_ _�� ❑Not Applicable _403.3: = Heat pump thermostat installed ," - = -]Complies [FI101?x on heat pumps. r. �_ T]Does Not ... °;] F_r°•f:,`~;%_. `,a�,,,',. ;,;-y '',;❑Not Observable ❑Not Applicable 403:5'.1w have =_-� ❑CompliesCirculating service hot water ❑[FI11]p _", systems h ve automatic orDoes ; Not accessible manual controls. t;• ❑Not Observable ; ❑Not Applicable 403.6:7.-�' All mechanical ventilation system '. � - => ❑Complies [FI251, =fans not part of tested and listed __. ❑Does Not HVAC equipment meet efficacy ` .:4. `�:,' ' : 4 and air flow limits. r_'{" = ❑Not Observable ==)❑Not Applicable .403.2-'=_ `Hot water boilers supplying heat L'`'=,J;``;;_, Ly ❑Complies [F126]2q,,, 'through one-or two-pipe heating ❑Does Not systems have outdoor setback `• control to lower boiler water „ .>' • x_f .,s ;❑Not Observable "+\ <;K; a",,',''I❑NotAlicable � "it emperature based on outdoor � �; PP ; < f, jte-perature. 1 High Impact(Tier 1) 1.,2-,'J Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title: Report date: 08/28/20 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Page 7 of 9 Calc\ResCheck\17877 Soundview Avenue-ResCheck.rck " ' ommb kX Does Not system return pipe is a dedicated ly Not Observable 4 return pipe or a cold water supp Applicable pipe.Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump -","when water is in circulation loop ' is at set-point temperature and no demand for hot water exists. Electric heat trace systems ElComplies comply with IEEE 515.1 or UL n_, E]Does Not 515.Controls automatically M adjust the energy input to the E]Not Applicable heat tracing to maintain the e ired water temperature in the Water distribution systems that have recirculation pumps that Does Not p water from a heated water pum -2Q Not Observable ply pipe back to the heated E]Not Applicable 2,,Al water source through a cold water supply pipe have a demand recirculation water em. Pumps have controls syst that manage operation of the pump and limit the temperature of the water entering the cold e _,j water piping to 104 F. DJ,.�A_A-'p§!Drain water heat recovery units [F1311 tested in accordance with CSA Not 1?&A B55.1. Potable water-side Not Observable pressure loss of drain water heat recovery units < 3 psi for individual units connected to one or two showers. Potable water- � side pressure loss of drain water or heat recovery units< 2 psi f individual units connected to three or more showers. 404.1 75%of lamps in permanent El i El [F1611 ;fixtures or 75%of permanent Does Not Jixtures have high efficacy lamps. Does not apply to low-voiltage E]Not Observable lighting. EJ Not Applicable "Fuel gas ve ElComplies 464:1.1— lighting systems ha no continuous pilot light. -L-JDoeS Not Observable V, Not ENot Applicable Compliance certificate posted. ocomplies []Does Not E]Not Observable E]Not Applicable '63.3 Manufacturer manuals for [1�1181i' mechanical and water heating g", systems have been provided. E]Not Observable E]Not Applicable AdditixnsUCommments/Amsummp@ons: 11 High Impact (Tier 1) Medium Impact(Tier 2) 1'3-1 Low Impact(Tier 3) Project Title: Report date: 08/28/20 Data filename: F:\Dravv\ngs\2OlA-MK4A\ly22-l7O77SoundviewAve-Frago|aVEnergy Page Dof 9 Ca|c\ResCheck\I7877SoundvievvAvenue-ResCheck.rck 11 High Impact(Tier 1) .2, Medium Impact(Tier 2) :3 Low Impact(Tier3) Project Title: Report date: 08/28/20 Data filename: F:\Drawings\2019-MMA\1922-17877 Soundview Ave-Fragola\Energy Page 9 of 9 Calc\ResCheck\17877 Soundview Avenue-ResCheck.rck 2015 MCC Energy Insulation Rating R-Value Above-Grade Wall 0.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.27 0.34 Door 0.27 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL CONDITIONS FRAMING FRAMING (continued) CODE DATA BUILDING DATA 1. Minimum header size to be (2) 2x6 unless noted otherwise on plan. 1. All work shall conform to the codes listed on the cover sheet. All codes h. Fire blocking as required. shall supersede the drawings and shall be incorporated into the drawings, whether 2. All structural framing Lumber to be doug fir #2 or better, 2020 RESIDENTIAL CODE OF N.Y.S. Floor Level Existing Proposed Total 2. Bearing Walls supporting one floor or more: they are indicated on the plans or not. (min. fb=900, e 1.5x10) Higher stress lumber such as s.y. pine, ect. may = be substitued for doug fir. No spf lumber may be used except for sill, o. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. 2020 ENERGY CONSERVATION Cellar Level (finished) 1,354 s ft. of type lumber specified unless otherwise noted on plans. sq.ft. 2. Contractor shall check and verify all dimensions, notes and conditions at the plates, and studs. N a) site before any construction work is started. The Contractor shall notify the b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is used, floor CONSTRUCTION CODE OF N.Y.S. a .. „ ��- 3. All exterior lumber and/or lumber in contact with masonry/concrete concrete shall be J Architect of any discrepancies or conflicts in the drawings and/or field / Y/ •- �� V I joists shall be centered directly over and below bearing wall studs with a First Floor Level I conditions before starting the work. The discovery of discrepancies after pressure treated unless otherwise noted. " � ���beginning the work shall be the full responsibility of the Contractor to correct. tolerance of no more than 1 unless substantiated engineering calculations. 0 KA h 1 g 9 P Y 4. All wood subfloors shall be %" thick T&G subfloor with a minimum " TOWN OF SOUTHOLD ZONING CODE 0 D SEP - 2020 i span rutin of 48 24 to be glued and nailed to joists. c. Interior bearing stud walls must be sheathed with a minimum 1/2 gyp. bd. � :� --w-- 3. Contractor shall locate & stake out all existing underground utilities prior to any P 9 / 9 1 fastened according to drywall manufacturer recommendation and fireblocked. Second Floor Level excavation. The utilities shown on the plans are an approximate location only. USE: Single Family Residential ,,stir ■ t 5. All wood frame openings in floors, roofs, ceilings shall have aminimum -- .� " Corner Bracing: , Y._ t�'4.,� _ 4. Contractor to be responsible for arranging all necessary permits and double trimmer and header framing unless noted otherwise on plan. Construction: Wood Frame un-S rinklered P g 9 Y P 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood p ) Total 1,354 sq.ft. ^€�`, „` " t:1OLD inspections, including obtaining the Certificate Of Occupancy (C.O.). 9 P 2\r^ h i to Ct 6. All wood frame wall openings shall have minimum of single Jack stud plus sheet of thickness to match that of sheathing. (� 5. Written dimensions shall have precedence over scaled dimensions and larger single King stud posts at each end. scale details shall have precedence over smaller scale details/drawings. Drawings are not to be scaled. joist hangers. Nailing:7, All hanging wood joists and rafters shall be supported with steel 2• Overlap plates at all corners. ENERGY CODE COMPLIANCE METHOD AREA DIAGRAM / CLASSIFICATION 21 Main Street Stony Brook NY 11790 6. Any deviation from the Architect's drawings must be submitted to the Architect 8. When joist hangers & fasteners are in contact w/ pressure treated lumber, 1. All nailing shall comply with nailing schedule in the 2015 International in writing for approval. or exposed to the exterior use stchless steel or hot-dipped galvenized Residential Code and nailing schedule shown on plans. These plans have been prepared as per section phone. 631 686-6585 joist hangers & fasteners only. fax. 631 686-6786 7. Contractor shall be responsible for adequately bracing and protecting all work 1 9 y Alignment: N 1 102.1 .5 - Total UA Alternative Path by during construction against damage, breakage, collapse, distortion and 9. All sheathingshall be a minimum of �" CDX plywood on roof 1. All rafters and joists framing from opposite sides shall la at least six email. MMacrina@optonline.net misalignment according to applicable codes, standards and good practice. z " p� 1 9 PP P utilizing REScheck, Version 4.7.1 .1 Software web. MMArchitectAlA.com and /i6 OSB plywood on walls unless noted otherwise on plans and (3) inches and be nailed together with min. (3) 10d face nails. (see attached REScheck Calculations) 8. All work shall be performed in a first class manner with all new materials. fastened to studs as per nailing sol edule. 2. When framing end to end joists shall be secured together by metal straps. These plans are an instrument of service and are Contractor shall provide all equipment, labor and materials necessary for 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted the exclusive property of the architect. the proper execution and timely completion of the work. Contractor shall on Ian, Infringements of the concepts and design ideas otherwise be responsible for all materials and equipment storec at the site. P presented on these drawings shall be prosecuted 11. All top plates in wood frame walls shall be doubled and overlap with Mi the fullest extent of the law. Copyright serve 9. All contractors and their subcontractors shall carry insurance that will .protect intersecting walls if possible. D RAFTSTO P P I NG / F I RE B LOC KI NG & Michael Macrina Architect, pc. All rights reserved, the Owner and Architect from claims from damages for personal injuries, the part of the plans may en reproduced without the expressed written consent of the architect. including death, which may arise in connection with this project. 12. Laminated Veneer Lumber to have o min. of 2,650 (Fb) bending stress FIRE PROTECTION and a min. of 1.9x10 (E) modulus of Elasticity. DESCRIPTION OF PROPOSED WORK 10. Contractor to indemnify Architect and Owner and hold harmless. 1. Install Fireblocking required as per section R302.11 and Draftstopping as per 13. All shims under cellar girders to be steel only. section R302.12 of the 2020 Residential Code of NYS. Drawing Status 11. The Architect is not responsible for construction means, methods, techniques, Existing sequences, procedures or for the safety precautions and programs in 14. Wrap all girders that sit in concrete beam pockets with soft flashing to Draftstopping required: PROPOSED FINISHED CELLAR g Existing q P Y P P 9 window window connection with this project. prevent direct contact with concrete. When there is usable space both above and below the concealed space of a well well floor/ceiling assembly, draftstops shall be installed so that the area of the Bolts in Wood Framing: 12. Match all existing conditions as they relate to finishes, lighting, coursing, concealed space does not exceed 1,000 sf. Draftstopping shall divide the dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, 1. All bolts in wood framing, where specified on plans shall be standard concealed space into approx. equal areas. Where the assembly is enclosed by I Proposed ss, eu for plumbing and ductwork that may be concealed in walls or ceilings being revised, machine bolts with standard malleable iron washers or steel plate washers. a floor membrane above and a ceiling membrane below draftstopping shall be Finished Cellar to provide a complete job in all respects. ■ - 2. Steel plate washer sizes shall be as follows: provided in floor/ceiling assemblies under the following circumstances: , , 13. All contractors and subcontractors shall be licensed and insured as required. a. 1 2" and 5 8" Diam. bolts - 2-1 4" s . x 5 16" (1,354 s.f.) Const u /i t I o% q / / / q / 1. Ceiling is suspended under floor framing �,p `„j 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, b. 3/4" Dia. bolts-2-5/8" sq. x 5/16". 2. Floor framing is constructed of truss-type open-web or perforated members. and equipment prior to purchasing. All equipment and materials are to be 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. installed per manufacturer's written specifications. Materials: 4. For sill anchors, see typical details on architectural drawings. Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 15. Contractor shall keep site clean and free of debris. Lag Bolts: inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other 16. These drawings are the property of the Architect and shall not be used 1. All la bolts where specified on plans shall be of structural rade steel. approved materials adequately supported. Draftstopping shall be installed 9 P P Y 9 P P 9 Existing without his consent. Drawings shall not be used for issuing of a building parallel to the floor framing members unless otherwise approved by the permit unless signed & sealed by Michael Macrina Architect, p.c. 2. Washers shall be placed under the head of lag bolts bearing on wood. building official. The integrity of all draftstops shall be maintained. Unfinished Length of lag bolts shall be minimum 2/3 depth of members being bolted Cellar Dates 17. Contractor to follow all manufacturer's specifications, recommendations and together. Fire Blocking Required: installation details on all products used in this project. Notify the Architect Fireblocking shall be provided to cut off all concealed draft openings 8/28/20 Issued for Construction of any conflict between the plans and manufacturers specifications, 3. All bolts that are in contact with pressure treated lumber or exposed to recommendations and installation details prior to installation of product on exterior are to be stainless steel or hot-dipped galvenized. (both vertical and horizontal) and to form an effective fire barrier between this project. Contractor shall be responsible for correction of any work that stories, and between a top story and the roof space. Fireblocking shall be prevents the correct installation of a specified product as shown on the Altering Structural Members: provided in wood-frame construction in the following locations. drawings. 1. No structural member shall be omitted, notched, cut, blocked out or 18. Contractor shall be responsible for adequately bracing and protecting all work relocated without prior approval by the Architect. Do not alter size of a. In concealed spaces of stud walls and partitions, including furred spaces during construction against damage, breakage, collapse, distortion and members noted without approval of the Architect. and parallel rows of studs or staggered studs; as follows: misalignment according to applicable codes, standards and good practice. Built-up Beams: - vertically at the ceiling and floor levels. 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber - Horizontally at intervals not exceeding 10 ft. members shall be interconnected as follows: a. Members 12" and less in depth: glue and internail w/2 rows b. At all interconnections between concealed vertical and horizontal spaces SHEET INDEX HABITABLE SPACE 16D nails at 12" o.c. staggered. such as occur at soffit, drop ceilings and cove ceilings. b. Members greater than 9-1/4" in depth or multiple 3x members c. In concealed spaces between stair stringers at the top and bottom of 1. All Habitable spaces shall conform to the following sections of the 2020 through bolt with 1/2" diameter machine bolts at 24" o.c. the run. Enclosed spaces under stairs shall have walls. under-stair surface Residential Code of NYS. staggered top & bottom, 1-1/?" from edges. and any soffits protected on the enclosed side with a 1/2" gypsum board. Sheet No. Description R303 (light, ventilation, and heating) 2. Built-up beams or joists formed by a multiple of engineered lumber d. At openings around vents, pipes, ducts, cables and wires at ceilings and No. Date Description R304 (minimum room areas) members are to follow manufacture specifications floor level, with an approved material to resist the free passage of flame A-1 Cover Sheet R305 (ceiling height) Cutting of Beams,Joist and Rafters: and products of combustion. Project R306 (sanitation) 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored R307 (toilet, bath and shower spaces) holes not deeper than 1/6 the depth of the member and shall not be e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. Project Data located in the middle of 1/3 of the span. Notch depth of the ends at the f. Fireblocking of cornices of a two family dwelling is required at the line Proposed member shall not exceed 1/4 the depth of the member. Holes bored or out of dwelling unit separation. into joist shall not be closer than 2 inches to the tip or bottom of the A_2 Finished Ce I I a r P I a @� � / joists and the diameter of the hole shall not exceed 1/3 the depth of the Materials: Y / Finished C HEATING VENTILATION & COOLING joist. The tension side of beams, joists and rafters of 4 inches or greater Except as provided in Section R602.8, Item 4, fireblocking shall consist Details nominal thickness shall not be notched, except at ends of members. of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, Combustion Air Pipes in Stud bearing Nails or Shear Nails: or two thicknesses of 1 inch nominal lumber with broken lap joints, or For Soild Fuel 1. Notches or bored holes to studs of bearing walls or partitions shall not be one thickness of 23/32 inch wood structural panels or one thickness of Burning appliances shall be provided with combustion air in accordance with the more than 1/3 the depth of the stud. appliance manufacturer's installation instructions. Oil-fire appliances shall be Bridging and Blocking: 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 be provided with combustion air in accordance with NFPA 31. 1. There shall be not less than one line of bridging when using dimensional inch gypsum board or 1/4 inch cement-based millboard. Batts or blankets lumber in every eight feet of span in floor, attic and flat roof framing. or minerial wool or glass fiber or other approved materials installed in suchADF Ducts The bridging shall consist of not less than one by three inch lumber a manner as to be securely retained in place shall be permitted as an LEGEND AND SYMBOL ABBREVIATIONS Duct Insulation double nailed at each end or of equivalent metal bracing of equal rigidity. acceptable fire block. Batts or blankets of mineral or glass fiber or other All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 approved nonrigid materials shall be permitted for compliance with the 10 Ventures , LLC. All other ducts shall be insulated to a minimum of R-6. 2. Block solid at all bearing supports where adequate lateral support is not PP 9 P P otherwise provided. Block all stud walls at maximum intervals of eight foot horizontal fireblocking in walls constructed using parallel rows of studs Duct Sealing feet with minimum of 2 x solid material with tight joints. or staggered studs. Loose-fill insulation material shall not be used as a fire All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be 3. Provide blocking under all posts down to foundation, beam and/or column block unless specifically tested in the form and manner intended for use to ACO ALKALINE COPPER QUATERNARY EXT EXTERIOR MAX MAXIMUM SAB MATERIALS 17877 Soundview Ave. made substantially airtight by means of fastners, welds, tapes, mastics, gasketing demostrate its ability to remain in place and to retard the spread of fire ACT ACOUSTICAL TILE EF EXHAUST FAN MIN MINIMUM SEC with similar material. BRICK VENEER EARTH Southold, NY or other approved closure systems. and hot gasses. AL ALUMINUM EW EGRESS WINDOW MO MASONRY OPENING S.F. Plywood: ALT ALTERNATE FAI FRESH AIR INTAKE MRB MARBLE SIM Duct Support 1. All plywood shall be Doug fir or equal. It shall be manufactured and Fire Protection of Floors AFF ABOVE FINISHED FLOOR FC. FIRE CODE M.S. MARBLE SADDLE SPR CONCRETE MASONRY UNIT INSULATION (THERMAL) Metal ducts shall be supported) by 1/2" with 18 gage metal straps or 12 gage graded in accordance with : " ASF ABOVE SUBFLOOR FD FLOOR DRAIN MTL METAL SQ galvanized wire at intervals not exceeding 10 feet or other approved methods. U.S. Product Standard PS 1-83 for Construction and Industrial Plywood All floor assemblies are to be fire-reistance rated with a minimum of 1/2 A.S. ALUMINUM SADDLE FIN FINISH(ED) MFR. MANUFACTURER SS STEEL 'PVC' or COMPOSITE MATERIAL " Nonmetallic ducts shall be supported in accordance with the manufacturers gypsum wall board, 5/8" wood structural panel or equivalent on the underside A.P.B. ANTHONY POWER BEAM FLR FLOOR(ING) N/A NOT APPLICABLE STC installation instructions. 2. Each plywood sheet shall bear the APA" trademark. of the floor framing member. Penetrations or openings for ducts, vents, B.C. BRICK COURSE(S) FPSC FIRE PROOF SELF-CLOSING NIC NOT IN CONTRACT STD 3. All end joints shall be staggered and shall butt along the center lines electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping BD BOARD FT FOOT(FEET) NOM NOMINAL STL ROUGH WOOD RIGID INSULATION Jurisdiction Duct Separation of framing members. and similar openings or penetrations shall be permitted. BOT BOTTOM F.J. FLOOR JOIST NR NOT REQUIRED SD Ducts shall be installed with at least 4" separation from the earth except where BLDG BUILDING FTG. FOOTING NTS NOT TO SCALE T.C. ' '• CONCRETE FINISH WOOD Town Of Southold they meet the requirements for underground duct systems. 4. The face grain of the plywood shall be laid at right angles to the joists Exceptions: CBB CEMENT BACKER BOARD GA GAGE, GAUGE OC ON CENTER(S) TEL and trusses and parallel to the studs. 1. Floor assemblies located directly over a space protected by an automatic CL CLOSET GALV GALVANIZED OCC. OCCUPANT(S) THK Suffolk County Ducts located in garages and ducts penetrating the walls or ceilings seperating the 5. Nails shall be placed 3/8" minimum from the edge of the sheets. sprinkler system in accordance with Section P2904, NEPA 13D, or other CLG CEILING GFI GROUND FAULT INTERRUPT OH OVERHANG T.O.S. PLYWOOD GYPSUM BOARD dwelling from the garage shall be constructed of a minimim No. 26 gage sheet The minimum nail penetration into framing members shall be 1 1/2" approved equivalent sprinkler system. CLR CLEAR(ANCE) GL GLASS PART. PARTITION TP. metal or other approved material and shall not have opening into garage. for Sd nails and 1 3/8" for 10d nags. COL COLUMN GWB GYPSUM WALL BOARD P.C. POURED CONCRETE TPF section number 2. Floor assemblies located direct) over a crawls ace not intended for CONC CONCRETE GYP. BD. GYPSUM BOARD P.L. PROPERTY LINE T.S.P. A Drawn B 6. All floors and walls shall be nailed as per nailing schedule. Y P SYMBOLS A-5 SECTION y' eo ,� storage or fuel-fired appliances. CONT CONTINUOUS GP' GEORGIA-PACIFIC P.T. PRESSURE TREATED TX sheet number EA kc, Partitions: M.P. CMU CONCRETE MASONRY UNIT HC HOLLOW CORE PT-EGS PAINT, EGGSHELL SHEEN TXF EXISTING WALL detan 1. General: 3. Portions of floor assemblies shall be permitted to be unprotected where CT CERAMIC TILE HDW HARDWARE PT-FL PAINT, FLAT SHEEN TV 2number (� V. �Q, 16, a. Provide solid blocking at 4'-0" o.c. between the joist and first interior complying with the following: CS CORRIDOR SUPPLY HM HOLLOW METAL PT-SG PAINT, SEMI-GLOSS SHEEN TYP A` oR Fo e°oA� A24 DETAIL Checked By: V parallel joist at all gable walls. C.J. CEILING JOIST HOR HORIZONTAL PKT POCKET NEW PARTITION �- 04 ( '� 3.1 The aggregate area of the unprotected portions does not exceed 80 TEMP meet M.A.M. b. Splices of the to and bottom portion of double to plates must be square feet per story. CANT CANTILEVER HP HIGH POINT P.S. PEDESTAL SINK TECO number P P P P P q P ,.r' staggered a minimum of 24". CMD CARBON MONOXIDE DETECTOR HR HOUR(S) QT QUARRY TILE U.O.N. ,�� 99 3.2 Fireblocking in accordance with Section R302.11.1 installed along the DIA DIAMETER HT HEIGHT RAD RADIUS VB DOOR REVISION CLOUD Job No. ��,� �,6,s ro o�� c. Joints in top plate need not occur over studs. perimeter of the unprotected portion to seperate the unprotected DIM DIMENSION HD HEAD REQ'D REQUIRED VCJ J\�= 1922 f F O !� portion from the remainder of the floor assembly. DR DOOR HVAC HEATINGIVENTILATING/ REV REVISIONS REVISED VCT ` o•.�. t�E d. Lap top plates at corners and intersections. ( )� - STRUCTURiAL BEAM DTL DETAIL AIR CONDITIONING RM ROOM VIF WINDOW e. Plates shall not be less than 2 x nominal thickness. 4. Wood floor assemblies using dimension lumber or structural composite Sheet Title DWG DRAWING IN INCH (ES) R.J. ROUGH JAMB VWC lumber equal to or greater than 2-inch by 10-inch nominal dimension, JOISTS/ RAFTERS --' f. Notching: Any stud in an exterior wall or bearing partition shall beor other approved floor assemblies demonstrating equivalent fire DN DOWN INT INTERIOR R.C.N.Y.S. RESIDENTIAL CODE OF WC 211 WINDOW/EXT. DOOR NUMBER i permitted to be cut or notched to a depth not exceeding 25 percent its D.F.U. DRAINAGE FIXTURE UNITS INV INVERT NEW YORK STATE WD two-digit P P 9 P performance. if�c width. Studs in nonbearing partitions shall be permitted to be notched to EA EACH JT JOINT R.R. ROOF RAFTER WR �Tdentow temation (see schedule) 2 REVISION NUMBER over Sheet a depth not to exceed 40 percent of a single stud width. Refer to details Combustible Insulation Clearance EL ELEVATION KIT KITCHEN R/R REMOVE&REPLACE ZR 211 for excessive notching studs. Combustible insulation shall be seperated not less than 3 inches from EQ EQUAL LAV LAVATORY two-digit INTERIOR DOOR NUMBER JR SMOKE DETECTOR - Project Data EX EXISTING LVL LAMINATED VENEER LUMBER identification (see schedule) g. Drilling:Any stud shall be permitted to be bored or drilled, provided recessed luminaires, fan motors and other heat-producing devices. EXH EXHAUST number L.C. LINEN CLOSET floorleHei 12f�arizontai that the diameter of the resulting hole is not more than 60 percent Exceptions L.C.C. LEAD COATED COPPER � ROOF PITCH - of the stud width, the edge of the hole is not more than 5/8 inch to 211 ROOM NUMBER 5F--Mica the edge of the stud, and the hole is not located in the same section Where heat-producing devices are listed for lesser clearances, two-digit g identification (see schedule) as a cut or notch. Studs located in exterior walls or bearing partitions combustible insulation complying with the listing requirements shall be fl number -------- ABOVE/ BELOW/HIDDEN drilled over 40 percent and up to 60 percent shall be doubled with not separated in accordance with the conditions stipulated in the listing. WALL TYPE more than two successive doubled studs bored. Refer to details for - CENTERLINE excessive drilling of studs. ELEVATION MARKER t a�T 3 elevation number INTERIOR ELEVATION Sheet Number : 4 PLAN KEY sheet number ❑ (see plan key notes, same sht.) Arn I FLOOR PLAN LEGEND ` {: A t STRUCTURAL POST w� - min.(2)2x6 unless noted otherwise on plans NEW FRAMED WALLS NA ic' h .-alcal ABOVE SUBFLOOR A.S.F. zaic'-4- F—i n --a SOFFIT / WALL CABINET �f - -1 /krchitE":) ct ABOVE ABOVE TECO - INSTALL SIMPSON STRONG 21 Main Street Stony Brook NY 11790 TIE JOIST HANGER EXHAUST FANphone. 631 686-6585 EF (min. 100 cfm to be vented to exterior) fax. 631 686-6786 email. MMacrina@optonline.net web. M M Arch itectAIA.com These plans are an instrument of service and are the exclusive property of the architect. _ _ _________________________ Infringements of the concepts and design ideas r , Interior Doors presented on these drawings shall be prosecuted Ij _ to the fullest extent of the law. Copyright 2019: ------------------------------------------------------------------------------------------------------------------------- I line of ex. porch above ------------- I Michael Macrina Architect, pc. All rights reserved, ------------ ------------ ------------- -- ----- -------�--- ------------ ------------- LADDER NOTE no part of the plans may be reproduced without � All new interior doors are the expressed written consent of the architect. Steel or alum. ladder to be to match existing. existing i painted and secured to Light and Vent: Bedroom I found'n wall with a min. existingI Drawing Status 1 I� pier i inside width of 12", shall Room Area: 210 S.f. I I I project a min.of 3"from Light: 12.3% wall and shall be spaced a min.of 18"oc vertically Vent: 7L2Interior Trim a for full height of well as perfo sect.R310.2.3.1 of the RCNYS Issued 1I 1 ," existing � All new interior trim are 4 " 1" 3� H 4� ±4-8" 8to match existing • " ±4'-0" 14'-6" ±29 " ±33" ±17'-7" ±33" 17'-3" . t4,-0„ CC-) nstruction- ±42 '-92" existing Z window well Bedroom j, Flooring Note W � , „ Recreation o W ° Flooring to be selected ° I +9-0 Room "' �N . . g 0 00 N a Clg. �,� -H c Lo 3 w o c0 in L 3 in w 1 I +I -H w existing -H +9,_0„ - +I x N m (0 io CI a) Q rn _H _H Dates g• rn V a) U 30 x80 existing g Plan Key Notes 8/28/20 Issued for Construction In " existingco, Custom Shower with: F window wellI J pedestal sink Bot.of beam i to be selected 1 Bot.of beam 1 , A -Custom tempered glass enclosure. remove 1„ " remove ±8'-0" 42" 72" 32\ ,„ 32\ 18" 11„32„ 1 ex.column ±8-0” 52 " 52 ex. column " ±12" �" 51-2� ," 5-11� 12P-7t' f8-1 ±14-3 -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane LADDER NOTE r t`b� saddle 3� over thin set mortar over Schluter-Kerdi pre-sloped shower tray over _FFSteel or alum. ladder to be " `30 • - - - —- _ thinset mortar over slab o be installed by manufactures specs 12 r vm oo �. _ 1zZ_ �z1z_f� S"� - -�- - -�}f�_ -�-- or other approved waterproof pan system painted and secured to " +� N p+� v° �' „ "r c° existing low beam above oo' ° ex. low beam above ` --, triple 2x4 curb ___ ____________________ __ �, C.M.found'n wall with a min. 60” _ - �"r � ! �O In • �' 1 rK.1 o�' o+ o °�. _I _-_-____--_, I -Secure the water supply riser from the shower inside width of 12",shall ❑ ° __ °° 'v° c' Install 2 o '�' " I i valve to the shower head to the permanent structure. project B closet + O existing roject a min.of 3"from -o+ a r °�• 1 ( )Yz x14 Steel Plates,one +I Install 2 Y x14"Steel Plates,one wall and shall be spaced on each side of existing Girder on each side of existing Girder pier i -Shower to be equipped w/pressure balance control valves,. a min.of 18"oc vertically ru�i (see dtl.'3',same sht.) _ 30"x80"- (see dtl. '3',same sht. I for full height of well as per a r• Bot.of beam ^IN ) -Surround to be the over 1/2"cement bd. sect. R310.2.3.1 of the RCNYS f xi n +8._0., align this wall --f 4_1 ►� •—icv - with ex. column --- --- - - 2 I l 0, I -------- ali n t I „ „ existing /f I _ - - -_ g his wall line of existing I i I existing (1) 14 deep shelf set 68 above finished floor No. Date Description pier ;n align this wall - - ---- with ex.column F landing above I I I posts B� H OD-0- existing closet I I I P and metal rod set 2"below shelf 4 ; with ex. columnstaircase -_ - - --- - _ I i 1_`_ _t = d c o I i I Project --------- - ------ }f---- -------- _ 2" existing 52" 52" 42„ I l I fel (5) 14"deep wood shelves to be painted LJ Pro osed 4 " --±48-- -------- „ i space shelves equally ±20'-8' 12'-7' --- ----- -------- ±48 ----- 15'-3 ---- --- I --------- --- �_ --------- I I --- -- ----------- ------- - - ±9'-0” 0 2 2 -----J .`-,�, �� existing -H �I 1 .SIN existtiing --------- Finished Cellar HUnfinished N 00 railing 1 �r existing Utility Roomcc landing ;H 7'-17' r I ±9'-0" 1 Clg. existing ADF I I IIt --existing ru � ------------- posts Ventures , LLC --------- -------- ---- --------------- --------------- J�- -lneofex. porch above -- — existing existing � 7877 Soundview Ave. insulation Finsulation r r Southold, NY existing floor;joists �� -' % \, 'existing\floor oists� Proposed Finished Cellar x , ; 1/4" = 1 -E-1/2" mold resistant gypsum plan north wall board(purple board) continuous fireblocking 7E Jurisdiction 2"closed cell spray foam insulation(R-14) Town of Southold 1/2" mold resistant gypsum 2"x studs at 16"cc wall board (purple board) (see floor plan) Suffolk County to 4Y" (typ.)unless noted .21 : otherwise on plan s Drawn By DEQ AR o M M.P. 1"air space to stud '� C�� Q� A./tlt��C` (unless noted Checked By: 'u otherwise on plan) ' M.A.M. f* a „ „ iv 1/2" mold resistant gypsum —2"x4"studs at 16 oc wall board (purple board) Job No. 0 �`r,� {(l31�g6 1/2" dio Machine y0e� Bolts existing concrete 1922 ` ! J r pF NEV 18" foundation wall N New Steel Plate 2" Sheet Title existing concrete existing concrete i g OO i O slab floor slab floor c �f _ - � flooring flooring to be Door F I o o r P a n selected Max.slope of 1:2 O O 4L 41 Tile Flr. o x.slab V/' ' Details E `v 2" finished floor 6" g" g" Existing mud base column Continuous /masonry Girder Typical Exterior Typical I nterior + Blocking Flitch Beam Detail Cellar • s a Wall I Detail Cellar l a r Wa I I Detail Sheet Number : Detail of saddle Not to Scale 3" = 1 '-O" 1/2" = 1 '-O" 1/2" — 1 '-O.. Am2 ABBREVIATIONS & LEGEND SHEET INDEX Sheet No. Description 011"�nrF'111r, All exterior lighting Ll [p`' Installed,replaced or repaired shall conform C-1 Cover Sheet I. to Chapter 172 ACID ALKALINE COPPER QUATERNARY EXT EXTERIOR MAX MAXIMUM SAB SOUND ATTENUATION BLANKET of the Tovm Code 0"0'C�'i ACT ACOUSTICAL TILE EF EXHAUST FAN MIN MINIMUM SEC SECTION Site Plan Ui EW EGRESS WINDOW Mo MASONRY OPENING S.F. SQUARE FEET AL ALUMINUM mot rill AFF ABOVE FINISHED FLOOR FC. FIRE CODE M.S. MARBLE SADDLE SPR SPRINKLER(HEAD) -&R E�h e n MARBLE Sim SIMILAR (a S e DO NOT PROCEED WITH ALT ALTERNATE FAI FRESH AIR INTAKE MRB Project Data ASF ABOVE SUBFLOOR FD FLOOR DRAIN MTL METAL so SQUARE FRAMING UNTIL SURVEY A.S. ALUMINUM SADDLE FIN FINISH(ED) MFR. MANUFACTURER SS STAINLESS STEEL KA A.P.B. ANTHONY POWER BEAM FLR FLOOR(ING) N/A NOT APPLICABLE STC SOUND TRANSMISSION CONTROL G-1 General Notes OF FOUNDATION LOCATION B.C. BRICK COURSE(S) FPSC FIRE PROOF SELF-CLOSING NIC NOT IN CONTRACT STD STANDARD HAS BEEN APPROVED. BD BOARD FT FOOT(FEET) NOM NOMINAL STL STEEL General Specifications Yk rc h ' be ct BOT BOTTOM F.J. FLOOR JOIST NR NOT REQUIRED SD SMOKE DETECTOR BLDG BUILDING FTG. FOOTING NTS NOT TO SCALE T.C. TOP OF CURB 21 Main Street Ston CBB CEMENT BACKER BOARD GA GAGE, GAUGE OC ON CENTER(S) TEL TELEPHONE y Brook NY 11790 CL CLOSET GALV GALVANIZED OCC. OCCUPANT(S) THK THICK(NESS) G-2 Energy Code Notes DATE:_ P.1,11_4 L,L4 4 CLG CEILING GFI GROUND FAULT INTERRUPT OH OVERHANG T.O.S. TOP OF SLAB phone. 631686-6585 CLR CLEARANCE) GL GLASS PART. PARTITION TP. TOILET PAPER Insulation Schedule _V-_.___C0%!PLY WITH ALL CODES 0'1- fax. 631 686-6786 COL COLUMN GWB GYPSUM WALL BOARD P.C. POURED CONCRETE TPF TEXTURED PAINT FINISH CONC CONCRETE GYP. BD. GYPSUM BOARD P.L. PROPERTY LINE T.S.P. TEXTURED SPRAY PAINT Air Barrier Schedule iJL- �I .N N-,--W YORK STATE & TOWN CODE email. MMacrina@optonline.net CONT CONTINUOUS 'GP' GEORGIA-PACIFIC P.T. PRESSURE TREATED TX TOILET EXHAUST 7 16,5-1 F,0 2 4 F: i*O�'-, TH 9\S REQUIRED AND CONDITIONS C web. MMArchitectAIA.com CMU CONCRETE MASONRY UNIT HC HOLLOW CORE PT-EGS PAINT, EGGSHELL SHEEN TXF TOILET EXHAUST FAN FOLLO'l.,"I'' 'TICJ S- These plans are an instrument of service and are CT CERAMIC TILE HDW HARDWARE PT-FL PAINT, FLAT SHEEN TV TELEVISION 1 T4%10 LD TOWN ZBA -/_ -SOUTHO the exclusive property of the architect. CS CORRIDOR SUPPLY HM HOLLOW METAL PT-SG PAINT, SEMI-GLOSS SHEEN TYP TYPICAL A2. 1 Foundation Plan FOR, E`0',,1F,'.D SCIL Infringements of the concepts and design ideas I v v�11 r wOl presented on these drawings shall be prosecuted C.J. CEILING JOIST HOR HORIZONTAL PKT POCKET TEMP TEMPERED 2. ROUGH FR,: to the fullest extent of the law. Copyright 2019: CANT CANTILEVER HIP HIGH POINT P.S. PEDESTAL SINK TECO JOIST HANGER 3. So=!!91�9 Michael Macrina Architect, pc. All rights reserved, CMD CARBON MONOXIDE DETECTOR HR HOUR(S) QT QUARRY TILE U.O.N. UNLESS OTHERWISE NOTED no part of the plans may be reproduced without HT HEIGHT RAID RADIUS VB VINYL BASE 4. FINIAL �,I C !�":.!ST N.Y.S.DEC the expressed written consent of the architect. DIA DIAMETER A2.2 First Floor Plan P co'�Iii a: F P.); CJI). DIM DIMENSION HD HEAD REQ'D REQUIRED VCJ VERTICAL CONTROL JOINT DR DOOR HVAC HEATINGNENTILATING/ REV REVISION(S), REVISED VCT VINYL COMPOSITION FLOOR TILE ALL CONST 5'11,�.T.`, "'HLl_ TH%�J�iz it 4 STMO WATER RUNOFF Drawing Status DTL DETAIL AIR CONDITIONING RM ROOM VI VERIFY IN FIELD REQUIRi'VIENTS, C)F THE (DF7 NE Y01-1K STATE. N(T11 RESPOINSMLE ForPURSUANT TO CHAPTER 236 DWG DRAWING IN INCH (ES) R.J. ROUGH JAMB VWC VINYL WALL COVERING A2.3 Second Floor Plan DIN DOWN INT INTERIOR R.C.N.Y.S.RESIDENTIAL CODE OF WC WATER CLOSET DESQ!GN OR COP,ISTRIUCT;3:4 ERRORSOF THE TOWN CODE, EA EACH INV INVERT NEW YORK STATE WD WOOD EL ELEVATION JT JOINT R.R. ROOF RAFTER WR WATER RESISTANT EQ EQUAL KIT KITCHEN R/R REMOVE& REPLACE ZR ZONING RESOLUTION A3. 1 First Floor Structural PlanfoEX EXISTING LAV LAVATORY ssued EXH EXHAUST LVL LAMINATED VENEER LUMBER L.C. LINEN CLOSET L.C.C. LEAD COATED COPPER A3.2 Second Floor Structural Plan VF PLACARD CODED ATA BUILDING DATA Construction- A3.3 Roof Framing Plan NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 2015 I.R.C., second printing FLOOR AREA BREAKDOWN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 2015 I.E.C.C., second printing CONSTRUCTION IN RESIDENTIAL STRUCTURES 2015 IRC for Lateral & Gravity Design Floor Level Proposed A3.4 Braced Wall Plans (in accordance with Title 19 NYCRR PART 1265) NYS 2017 UNIFORM CODE SUPPLEMENT a) Cellar Level (finished) 123 sq.ft. TO: Town of Southold 0 NYS 2016 ENERGY CODE SUPPLEMENT M Dates CL First Floor Level 1,865 sq.ft. LEGEND 4 A . 1 Front Elevation OWNER OF PROPERTY:ADF Ventures, LLC TOWN OF SOUTHOLD 10/23/19 Issued for Construction Second Floor Level 1,674 sq.ft. SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): .2! 1 Left Elevation 17877 Soundview Ave., Southold,NY USE: Single Family Detached Residential Attic Floor Level MATERIALS SCTM#1000-51 -01 -04 Construction: Wood Frame (un-sprinklered) < Total 3,662 sq.ft. BRICK VENEER EARTH PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): A4.2 Rear Elevation ENERGY CODE COMPLIANCE METHOD 0 Front Porch 236 scift 0 New Residential Structure These plans have been prepared as per section 0 CONCRETE MASONRY UNIT INSULATION (THERMAL) Right Elevation 0 Addition to Existing Residential Structure P LL Side Landing 24 sq.ft. El Rehabilitation to Existing Residential Structure N1 102.1 .5 - Total UA Alternative Path by Rear Landing 186 sq.ft. STEEL 'PVC' or COMPOSITE MATERIAL utilizing REScheck, Version 4.6.5.1 Software 0 Z 0 TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT (see attached REScheck Calculations) 0 C ROUGH WOOD RIGID INSULATION A5. 1 Building Sections PROPERTY REFERENCE ABOVE WILL UTILIZE N a) (check each applicable line): Contractor to coordinate and schedule all required inspections with third party testing agency: ❑ Truss Type Construction(TT) No. Date CONCRETE H WOOD Description FINIS A6. 1 Strapping Details El Pre-Engineered Wood Construction(PW) - air seal inspection - insulation inspection PLYWOOD GYPSUM BOARD Timber Construction(TC) - HVAC duct leakage inspection Nailing Schedule IN THE FOLLOWING LOCATION(S (CHECK APPLICABLE LINE): - Blower door test (final inspection) 4 section number Framing 0 Roof Framing Details 0 Floor Framing, - Is and Beams(F) Climatic & Geographic Design Criteria : Table R301.2(1) Proposed SYMBOLS A-5,�- SECTION '--sheet number Utility Protection Detail © Floor Framing�:nd Roo�/raming-tFR) Ground Snow Load: 30 psf AREA DIAGRAM CLASSIFICATION Residence EXISTING WALL duetail Speed: (ASCE 7-10) 140 mph ultimate wind speed(135 actual) n mber 2 OR r de DETAIL SIGNATU DATE: a Topographic Effects: urea 4, .0 No For 1/00/0 MWOOF/V NEW PARTITION L:-j I-V PRINT� W 4) sheet A6.2 'I' Joist Details //1) _1/_�/1 0) Wind Exposure Category: D > number CAPACITY(Che One): E] Owner El Owners Representative egress window unfinished space REVISION CLOUD Plumbing Riser Diagram Seismic Design Category: C well DOOR Special Wind Region No finished space STRUCTURAL BEAM -- 6" DIAMETER Wind Borne Debris Zone Yes 0) ADF WINDOW 0 77 JOISTS / RAFTERS a) Weathering: Severe 211 WINDOW/EXT. DOOR NUMBER Ventures , LLC t%y. di I ld-niTifiroil- (see schedule) E Frost Line Depth: 36 inches number A2 REVISION NUMBER REFLECTIVE RED REFLECTIVE WHITE rear landing floor level PANTONE#187 17877 Soundview Ave. S? Termite: Moderate to Heavy 211 't INTERIOR DOOR NUMBER SMOKE DETECTOR > Southold, NY i= ,- (see schedule) _J number floor level 12( onzontal U) F2-1_11 ROOM NUMBER 5(-�tical ROOF PITCH 0 finished space Winter Design Temperature 15,Table D101 (NY, Kennedy) 0 two-digit ld- icion (see schedule) -------- ABOVE / BELOW HIDDEN Ice Barrier Underlayment Required Valley's&Perimeter 4J side landing number .............1" 3 floor level Flood Hazards N/A Jurisdiction WALL TYPE CENTERLINE Air Freezing Index 1500 LL front porch Town elevation number 2, Mean Annual Temp. of Southold > Suffolk County ELEVATION MARKER sheet number Component and Cladding Loads: Table R301.2(2) INTERIOR ELEVATION Fil DRAWING REFERENCE VICINITY MAP +1 J CA TION ENT (see reference notes, same sht.) C11 ZONE 4 21.2 -22.0 0 ;' '" v*J EN -- Nr 0 finished space ""1_"_E0[:0CCUPANC Drawn By- 1/2" ZONE 5 21.2 -28.0 0 Town BeDc.h The construction type STROKE U_ nE-,q USED 1�v' V10 TE R M.A.M. �2 ZONEI 19.4 -21.0 C-7 T's TE-'J'4 C'I No-I;i Fo P� designation shall be C) C "N","III","IV"or„V„ r r concominwmc I", Checked By: p 0 ItT ZONE 19.4 -24.0 0 ------- 10 OF 1 0/6 L,' to indicate the construction 'A D, 0 !AkAi Elaph,t Chtil,`h. classification of the M.A.M. C6 ZONE 3 19.4 -24.0 a) �-' structure under DESIGNATION FOR STRUCTURAL U) I ov�na9gunan section 602 of the BCNYS C-4 ZONING ANALYSIS COMPONENTS THAT ARE OF ZONEI 12.2 -19.0 Job No. C.0 s 6 - 0or H000n Neca TRUSS TYPE CONSTRUCTION 0 ZONE 2 12.2 -33.0 annals 1922 must provide M Zone: R-80 "F" FLOOR CONSTRUCTION,INCLUDING LN GIRDERS AND BEAMS ZONE 3 12.2 -49.0 D, J and s as per Sheet Titl4x Lot Coverage Calculations Ir In > Lot jkrea = 29,331.8 s.f. (.673 acres) "R" NYS Energy Code ROOF FRAMING cli a) 7: ZONE1 10.0 -21.0 _J Min. Required = 80,000 s.f. max. allowed lot coverage = U� N AA -..,BUILDING ' "FR" FLOOR AND ROOF FRAMING CD Cover heet lot area x 20% IT ZONE 2 10.0 -35.0 Tr 4� STANDARDS AND CODES 4� sect. 280-124. nonconforming lots 29,331.8 s.f. x 20% C5 ZONE 3 10.0 -53.0 < Site Plan 20,000 to 39,999, modified setbacks 5,866 s.f. Zone Diagrams : 5,866 s.f. > 2,138 s.f. (conforms) Project Data Yards: r F o'1, c; C, Required: (allowed) (proposed) Bhawwa BluPb-rles 1. ��1;1 1111 � 2 Front=40 ft 91N11' I- 2 rlectTic Power Lines 3 Side= 15 ft(min.) N-1h Fr 2 :3 PLU" 13 Side= 35 ft(total) Antntr,!Hwp Gas,011,or steam TRUSS �J`,CARDIN(_! FiFQU'-q C70 ALL PLUMDING�NASTIL A 5 rag Rear 100 ft to top of bluff communication LinesSheet Number : ,CATV 1 11, 1 1 1 LN Luf, 2 C Potable Water M 4 "N'l 1. Height: k Reclaimed Water, Irrigation,Slurry Building above average elevation 0 B maximum allowed 35 ft of existing natural grade sewers and Drain Lines G e Interior (n er door 1-1 a 0 ..Cl Zone and ductIvork Knowwhat's proposed=28'-0" t mean height between O%V Temporary Survey Markings Wr. tCS4 •actual proposed=34'-7" eaves and ridge Ca I I before,you dig. Edge 1)<1-1 Perimeter .71 Lin Proposed Excavation Zone IN FUR Zone 9 required. GENERAL CONDITIONS STEEL NOTES FRAMING (continued) EXTERIOR WINDOWS AND DOORS GLAZING GUARDS y 1. All Steel shall have o minimum Flo of 33,000 p.s.i. h. Fire blocking as required. 1. All exterior windows and doors shall be designed to resist the component All Glazing shall conform to section R308 (glazing) of the 2015 Guards Required. 1. All work shall conform to the codes listed on the cover sheet. All codes and cladding wind loads specified on the cover sheet. International Residential Code. Porches, Balconies, Rams Stairs or Raised Floor Surfaces Located shall supersede the drawings and shall be incorporated into the drawings, whether 2. All Steel shall conform to the latest A.S.T.M. specifications for 2. Bearing Walls supporting one floor or more: P • they are indicated on the plans or not. A992 A572 steel. Pie columns shall conform to A.S.T.M. A501. More Than 30" above the Floor or Grade Below shall have Guards / P o. Partitions must be constructed of minimum 2 x 4 studs spaced 16 o.c. 2• All exterior windows and sliding doors shall be tested by on approved R308.4 Hazardous locations. The following shall be considered ; ;_`;,. , P not Less than 36 in Height. 2. Contractor shall check and verify all dimensions, notes and conditions at the 3. All work shall conform to the latest A.LS.C. specifications. of type lumber specified unless otherwise noted on plans. independent laboratory, and bear a label identifying manufacturer, specific hazardous locations for the purposes of glazing g , performance characteristics and approved inspection agency to indicate Open sides of stairs shall have guards not less than 34" in height and not � `'� ,, `,.i site before any construction work is starteC. The Contractor shall notify the b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is used, floor 1. Glazing in fixed and operable panels of swinging, sliding door and Architect of any discrepancies or conflicts h the drawings and/or field FRAMING joists shall be centered directl over and below bearing wall studs with a compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged jo Y 9 doors shall be tested and labeled as conforming to AAMA/WDMA/CSA bifold door. more than 38" measured vertically from the nosing of the treads. ''� conditions before starting the work. The discovery of discrepancies after tolerance of no more than 1" unless substantiated engineering calculations. 101/I.S.2/A440 or AMD 100. 2. Glazing in storm doors. Guard Opening Limitations. beginning the work shall be the full responsibility of the Contractor to correct. 1. Minimum header size to be (2) 2x6 unless noted otherwise on plan. c. Interior bearing stud walls must be sheathed with a minimum 1/2" gyp. bd. 3. Glazing in all unframed swinging doors. Required Guards on open sides of stairways, raised floor areas, NA 3. Contractor shall locale & stake out all existing underground utilities prior to any 2. All structural framing Lumber to be doug fir #2 or better, fastened according to drywall manufacturer recommendation and fireblocked. 3. Garage doors shall be tested in accordance with either ASTM E 330 or balconies and porches shall have intermediate rails or ornamental i C h -OR E�� I excavation. The utilities shown on the plans are an approximate location only. (min. fb=900, e = 1.5x10) Higher stress lumber such as s.y. pine, ect. may ANSI/DASMA 108, and shall meet the acceptance criteria of ANSI/DASMA 108. 4. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, closures that do not allow passage of a sphere 4" or more in be substitued for doug fir. No spf lumber may be used except for sill, Corner Bracing: bathtubs and showers. Glazing in any part of a building wall enclosing these diameter. 4. Contractor to be responsible for arranging all necessary permits and lutes, and studs. 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood compartments where the bottom exposed edge of the glazing is less than - - - -a 4c,-4- r i nza inspections, including obtaining the Certificate Of Occupancy (C.O.). P 4. Window and glass door assemblies shall be anchored in accordance with the 60 inches measured vertically above any standing or walking surface. Exception. 5. Written dimensions shall have precedence over scaled dimensions and larger 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be sheet of thickness to match that of sheathing. published manufacturers recommendations to achieve the design pressure The triangular openings formed by the riser, tread and bottom rail /k �� i to �� scale details shall have precedence over smaller scale details/drawings. pressure treated unless otherwise noted. 2. Overlap plates at all corners. specified. Substitute anchoring systems used for substrates not specified 5. Glazing in an individual fixed or operable panel adjacent to a door shall be of a guard at the open side of a stairway are permitted to be of Drawings are not to be scaled. 4. All wood subfloors shall be 3/4» thick T&G subfloor with o minimum Nailing: by the fenestration manufacturer shall provide equal or greater anchoring considered to be a hazardous location where the bottom exposed edge such a size that a sphere 6" cannot pass through. performance as demonstrated by accepted engineering practice. of the glazing is less than 60 inches above the floor or walking surface and 6. Any deviation from the Architects drawings must be submitted to the Architect span rating of 48/24, to be glued and nailed to joists. 1. All nailing shall comply with nailing schedule in the 2015 International enin s in floors, roofs, ceilings shall have a minimum Residential Code and nailing schedule shown on pans. it meets either of the following conditions: 21 Main Street Stony Brook NY 11790 in writing for approval. 5. All wood frame o ill openings g 5. Emergency.escape and rescue opening required: Basements, habitable attics, 5.1. Where the glazing is within 24 inches of either side of the door in HABITABLE SPACE 7. Contractor shall be responsible for adequately bracing and protecting all work double "trimmer and header" framing unless noted otherwise on plan. Alignment: every sleeping room and where noted on floor plans shall have not less than the plane of the door in a closed position. 1. All Habitable spaces shall conform to the following sections of the 2015 phone. 631 686-6585 during construction against damage, breakage, collapse, distortion and 1. All rafters and joists framing from opposite sides shall la at least six International Residential Code: fax. 631 686-6786 ent according to applicable codes, standards and good practice. 6. All wood frame wall openings shall have minimum of single Jack stud plus 1 9 PP P one operable emergency escape and rescue opening. Where basements contain 5.2. Where the glazing is on a wall perpendicular to the plane of the misalignm g pp 9 3 inches and be nailed together with min. 3 10d face nails. R303 (light, ventilation, and heating) email. MMacrina@optonline.net single King stud posts at each end. ( ) 9 ( ) one or more sleeping rooms, an emergency escape and rescue opening shall door in a closed position and within 24 inches of the hinge side 8. All work shall be performed in a first class manner with all new materials. 7, All hanging wood joists and rafters shall be supported with steel 2. When framing end to end joists shall be secured together by metal straps. be required in each sleeping room. Emergency escape and resuce openings of an in-swinging door. R304 (minimum room areas) web. MMArchitectAlA.com Contractor shall provide all equipment, labor and materials necessary for joist hangers. the proper execution and timely completion of the work. Contractor shall shall open directly into a public way, or to a yard or court that opens to Exceptions: R305 ceiling height) These plans are an instrument of service and are a public way. 1. Decorative R306 (sanitation) the exclusive property of the architect. be responsible for all materials and equipment stored at the site. 8. When joist hangers & fasteners are in contact w pressure treated lumber, glazing. Infringements of the concepts and design ideas qi� j g / P D RA FTSTO P P I N G / F I R E B LOCKING & R307 (toilet, bath and shower spaces) presented on these drawings shall be 9. All contractors and their subcontractors shall carry insurance that will protect of exposed to the exterior use stainless steel or hot-dipped galvenized Exception: Basements used only to house mechanical equipment 9 P joist hangers & fasteners only. FIRE PROTECTION 2. Where there is an intervening wall or other permanent barrier g prosecuted the Owner and Architect from claims from damages for personal injuries, not exceeding a total floor area of 200 square feet. between the door and the glazing. Mi the fullest extent of the law. Copyright serve DRYWALL NOTES Michael Macrina Architect, pc. All rights reserved, 3. Where access through the door is to a closet or storage area no part of the plans may be reproduced without including death, which may arise in connection with this project. 9. All sheathing shall be a minimum of Yz„ ted plywood on roof 1. Install Fireblocking required as per section R302.11 and Draftstopping as per 9 9 the expressed written consent of the architect. and /s OSB plywood on walls unless noted otherwise on Ions and Operational constraints and opening control devices: Emergency escape 3 feet or less in depth. Glazing in this application shall comply P Y�' P section R302.12 of the 2015 International Residential Code. 9 Y P Bathroom Walls&Ceilings: 10. Contractor to indemnify Architect and Owner and hold harmless. fastened to studs as per nailing schedule. and rescue openings shall be operational from the inside of the room with section 308.4.3. Draftstopping required: 4. Glazing that is adjacent to the fixed ane) of patio doors. Provide 1/2 mold & moisture resistant gypsum board by 'National Gypsum 11. The Architect is not responsible for construction means, methods, techniques, ' - - 111111111111111111 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted without the use of keys, tools or special knowledge. Window opening control 9 1 P Gold Bond Brand XP (purple board) or equal to all walls and ceilings, Drawing Status P q When there is usable space both above and below the concealed space of a devices complying with ASTM F 2090 shall be permitted for use on windows including all bathroom walls and ceilings and any wet areas. All gypsum sequences, procedures or for the safety precautions and programs in otherwise on plan. floor/ceiling assembly, draftstops shall be installed so that the area of the servingas a required emergency escape and rescue opening. Emer enc 6. Glazing in an individual fixed or operable panel that meets all of the following board shall receive one coat of tae and four coats of spackle minimum connection with this project. q 9 y PEmergency P P 11. All top plates in wood frame walls shall be doubled and overlap with concealed space does not exceed 1,000 sf. Draftstopping shall divide the escape and rescue openings shall have minimum dimensions as specified conditions shall be considered to be hazardous location: using Pro-Form Brand XP Ready Mix Joint Compound. All walls, ceilings, and 12. Match all existingconditions as the relate to finishes, lighting, coursin , intersecting walls if possible. concealed space into approx. equal areas. Where the assembly is enclosed by ledges to receive tile or stone shall be set on 1/2" cement board. yg in this section. 6.1. The exposed area of an individual pane is larger than 9 square feet. dimensions, height, alignment, etc. Move and re-locate an partitions, wiring, a floor membrane above and a ceiling membrane below draftstopping shall be 6.2. The bottom edge of the glazing is less than 18 inches above Garage Walls&Ceilings: 9 9 Y P 9 12. Laminated Veneer Lumber to have a min. of 2,650 (Fb) bending stress Issued plumbing and ductwork that may be concealed in walls or ceilings being revised, and a min. of 1.9x10 E modulus of Elasticity. provided in floor/ceiling assemblies under the following circumstances: Minimum opening are:( ) Y Emergency and escape rescue openings shall have a the floor. » fr% r % 0 to provide a complete job in all respects. 1. Ceiling is suspended under floor framing net clear opening of not less than 5.7 square feet. The net clear opening Provide one layer of 5/8 type-x gypsum wall board to all walls and ceilings 13. All shims under cellar girders to be steel only. 6.3. The top edge of the glazing is more than 36 inches above the of all garages and room enclosing heat producing equipment. Provide one 13. All contractors and :subcontractors shall be licensed and insured as required. 2. Floor framing is constructed of truss-type open-web or perforated members. dimensions required by this section shall be obtained by the normal floor; and layer of 1/2" type-x gypsum wall board at all interior house walls common A 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, 14. Wrap all girders that sit in concrete beam pockets with soft flashing to Materials: operation of the emergency escape and rescue opening from the inside. The 6.4 One or more walking surfaces are within 36 inches measured to garages. Tape and 3 coats spackle for a level 3 finish. Construction prevent direct contact with concrete. net clear height opening shall be not less than 24 inches and the net clear horizontal) and in a straight line, of the glazing.and equipment prior to purchasing. All equipment and materials are to be P Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 Y 9 g g' width shall be not less than 20 inches. installed per manufacturer's written specifications. Bolts in Wood Framing: inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other Typical(all other spaces): 15. Contractor shall kee► site clean and free of debris. 1. All bolts in wood framing, where specified on plans shall be standard approved materials adequately supported. Draftsto in shall be installed Exceptions: f g p p PP q Y PP PP� 9 Exception: Grade floor or below grade openings shalt have a net clear Provide 1/2" gypsum board to all walls & ceilings not otherwise noted parallel to the floor framing members unless otherwise approved b the 1. Decorative glazing. machine bolts with standard malleable iron washers or steel plate washers. P 9 PP Y opening of not less than 5 square feet. above. All gypsum board shall receive one coat of tape and four coats 16. These drawings are the property of the Architect and shall not be used building official. The integrity of all draftstops shall be maintained. without his consent. Drawings shall not be used for issuing of a building 2. Steel plate washer sizes shall be as follows: 2. Where a horizontal roil is installed on the accessible side(s) of the of spackle minimum for a level 4 finish. permit unless signed & sealed h Michael Macrina Architect, p.c. a. late1/2" and r sizes Diam. bolts - 2-1/4" sq. x 5/16" Fire Blocking Required: Window Sill Height: Where a window is provided as the emergency escape and glazing 34 to 38 inches above the walking surface. The rail shall „ rescue opening, it shall have a sill height of not more than 44 inches above be capable of withstanding a horizontal load of 50 pounds per CLOTHES DRYER EXHAUST b. 3/4 Dia. bolts-2-5/8" sq. x 5/16 . Fireblocking shall be provided to cut off all concealed draft openings 17. Contractor to follow all manufacturer's specifications, recommendations and the floor; where the sill height is below grade, it shall be provided with o linear foot without contacting the glass and have across-sectional Dates installation details on all products used in this project. Notify the Architect 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. (both vertical and horizontal) and to form an effective fire barrier between window well in accordance with Section R310.2.3. height of not less than 1 1/2 inches. 1. To be installed as per section M1502 of the 2015 International of any conflict between the plans and manufacturer's specifications, stories, and between a top story and the roof space. Fireblocking shall be Residential Code. 10/23/19 Issued for Construction recommendations and installation details prior to installation of product on 4. For sill anchors, see typical details on architectural drawings. provided in wood-frame construction in the following locations. 6. All exterior windows and doors occurin in hazardous locations as per Section 3. Outboard panes in insulating glass units and other multiple glazed 2. Clothes dryer exhausts tem shall be discharged o the r' this project. Contractor shall be responsible for correction of any work that P g panels where the bottom edge of the glass is 25 feet or more Ye system g t exterior. Lag Bolts: R308.4 of the 2015 International Residential Code and indicated on floor plans above rade, a roof, walking prevents the correct installation of o specified product as shown on the a. In concealed spaces of stud walls and partitions, including furred spaces 9 g surface or other horizontal [within I Exhaust duct size and material drawings. 1. All lag bolts where specified on plans shall be of structural grade steel. andarallel rows of studs or staggered studs; as follows: are to have tempered glass. See glazing section of this sheet and section R308 45 degrees or horizontal] surface adjacent to the glass exterior. P gg of the 2015 International Residential Code. Exhaust ducts shall have a smooth interior finish and be constructed P adequately 9 protecting 2. Washers shall be laced under the head of la bolts bearing on wood. - vertically at the ceiling and floor levels. 7. Glazing in guards and railings, including structural baluster panels and of metal having a minimum thickness of 28 gage. The duct shall 18. Contractor shall be responsible for ode uatel bracing and rotectin all work P 9 9 during construction against damage, breakage, collapse, distortion and Length of lag bolts shall be minimum 2/3 depth of members being bolted - Horizontally at intervals not exceeding 10 ft. 7. All exterior windows and doors are to have a maximum U-value of 0.35 and nonstructural in-fill panels, regardless of area or height above a walking be 4 nominal in diameter. misalignment according to applicable codes, standards and good practice. together. a maximum solar heatain coefficient factor of 0.40. surface shall be considered to be a hazardous location. 9 Length Limitation 3. All bolts that are in contact with pressure treated lumber or exposed to b. At all interconnections between concealed vertical and horizontal spaces The maximum length of a clothes dryer exhaust duct shall not exceed exterior are to be stainless steel or hot-dipped galvenized. such as occur at soffit, drop ceilings and cove ceilings. WIND-BORNE DEBRIS PROTECTION 8. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, 35 ft. from the dryer location to the wall or roof termination. DEMOLITION NOTES (for existing structures) Altering Structural.Members: c. In concealed spaces between stair stringers at the top and bottom of Wind-Borne Design Protection: Protection of exterior windows and glass doors in whirlpools, saunas, steam rooms, bathtubs, showers and indoor or The maximum length of the duct shall be reduced 2.5 ft. for each 1. Demolition work shall be done in strict conformance with local, state and 1. No structural member shall be omitted notched, cut, blocked out or outdoor swimming pools where the bottom exposed edge of the glazing is e degree bend and 5 ft. for each 90-degree bend. The maximum the run. Enclosed spaces under stairs shall have walls. under-stair surface buildings located in wind-borne debris regions if specified on the cover sheet l less than 60 inches measured vertically above any standing or walking length of the exhaust duct does not include the transition duct. federal regulations, including all permits and utility cut-offs. relocated without prior approval by the Architect. Do not alter size of and any soffits protected on the enclosed side with a 1/2" gypsum board. shall be in acccrdmce with section R301.2.1.2 of the 2015 International surface shall be considered to be a hazardous location. This shall apply to members noted without approval of the Architect. Residential Code. a single glazing and each ane in multiple glazing. 2. The Contractor shall at all times provide protection against weather d. At openings around vents, pipes, ducts, cables and wires at ceilings and 9 9 9 P P 9 9• (rain, wind, storms, frost or heat) so as to maintain all work, materials Built-up Beams: floor level, with an approved material to resist the free passage of flame Protection and Openings: Exterior glazing in buildings located in windborne Exceptions: Glazing that is more than 60 inches measured horizontally REQUIREMENTS FOR equipment and fixtures free from damages. Repair any damage to 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber and products of combustion. debris regions shall be protected from windborne debris. Glazed opening MA No. pate Description protection for windborne debris shall meet the requirements of the Large and in a straight line, from the waters edge of a bathtub, hot tub, MASONRY FIREPLACES p property of the Owner/Client which is to remain in use, or that of any members shall be interconnected as follows: P q 9 spa, whirpool or swimming pool or from the edge of a shower, sauna person, or persons on or off the site caused b the demolition work " e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section P P Y a. Members 12 and less in depth: glue and internail w/2 rows 301.2.1.2.1 of the 2015 International Residential Code. Garage door glazed or steam room. PER 2015 I.R.C. CODE (table R1001.1) Project : without additional expense to the owner. 16D nails at 12" o.c. staggered. f. Fireblocking of cornices of a two family dwelling is required at the line opening protection for windborne debris shall meet the requirements of an b. Members greater than 9-1/4" in depth or multiple 3x members of dwelling unit separation. 9. Glazing adjacent to stairs, landings and ramps where the bottom exposed edge 3. Provide all necessary temporary supports as may be required to shore all 9 approved impact-resisting standard or ANSI/DASMA 115, of the glazing is less than 36 inches above the plane of the adjacent walking Hearth Slab Thickness 4"min.thickness for hearth extension Proposed through bolt with 1/2" diameter machine bolts at 24" o.c. existing structures prior to the installation of new structural elements Exception: Wood structural panels with a thickness of not less than %6 surface of stairways, landings between flights of stairs and ramps shall be staggered top & bottom, 1-1/2 from edges. Materials: required by the demolition work shown hereon. inch and o span of not more than 8 feet shall be permitted for opening considered to be a hazardous location. Hearth Extension 8"for fireplace opening less than 6 sq.ft. 2. Built-up beams or joists formed by a multiple of engineered lumber Except as provided in Section R602.8, Item 4, Fireblocking shall consist (each side of open'g) 12"for fireplace opening greater than or Residence 4. Any and all conditions not shown hereon and uncovered in the field shall be members are to follow manufacture specifications of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, protection. Panels shall be precut and atthe glahed to the framing surrounding brought to the attention of the Architect immediately, prior to any action Cutting of Beams,Joist and Rafters: or two thicknesses of 1 inch nominal lumber with broken lap joints, or the opening containing the product with the glazed opening. Panels shall be 10. Glazing adjacent to the landing at the bottom of a stairway where the glazing equal to 6 sq.ft. involving same. predrilled as required for the anchorage method and shall be secured with is less than 36 inches above the landing and within a 60 inch horizontal arc less Hearth Extension 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored one thickness of 23/32 inch wood structural panels or one thickness of less than 180 degrees from the bottom tread nosing shall be considered to be 16";for fireplace opening less than 6 sq.ft. the attachment hardware provided. Attachment to be permanent 9 9 (front of opening) 20 for fireplace opening greater than or 5. All existing elements to remain, shall be protected Burin demolition. holes not deeper than 1/6 the depth of the member and shall not be 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 a hazardous location. For 9 P 9 corrosion-resistant hardware provided and anchors permanently installed equal to 6 sq. ft. I located in the middle of 1/3 of the span. Notch depth of the ends at the inch gypsum board or 1/4 inch cement-based millboard. Batts or blankets on the building. Attachment in accordance with Table R301.2.1.2 is permitted 6. All existing ductwork, electrical equipment., etc. in areas to be demolished member shall not exceed 1/4 the depth of the member. Holes bored or out or minerial wool or glass fiber or other approved materials installed in such for buildings with a mean roof height of 45 feet or less where the ultimate Firebox Dimensions 20"min.firebox depth shall be protected and relocated as requiired according to field conditions. into joist shall not be closer than 2 inches to the tip or bottom of the joists and the diameter of the hole shall not exceed 1/3 the depth of the a manner as to be securely retained in place shall be permitted as an design wind speed is 180 mph or less. ROOF VENTILATION 7. Provide dust-tight partitions between areas where demolition Thickness of 8"where firebrick lining is used joist. The tension side of beams, joists and rafters of 4 inches or greater acceptable fire block. Batts or blankets of mineral or glass fiber or other TABLE R301.2.1.2. Wall of Firebox ADF work is being performed and areas which are finished or in use. 1° g approved nonrigid materials shall be permitted for compliance with the 10 WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE Ventilation Re uired: orch roof only) nominal thickness shall not be notched, except at ends of members. PP 9• P P - q � (R Pipes in Stud bearing Nails or Shear Nails: foot horizontal fireblocking in walls constructed using parallel rows of studs FOR WOOD STRUCTURAL PANELS (o,b,c,d) Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly Distance from top 8"min. EXCAVATION AND BACKFILL 1. Notches or bored holes to studs of bearing walls or partitions shall not be or staggered studs. Loose-fill insulation material shall not be used as a fire FASTENER SPACING to the underside of roof rafters shall have cross ventilation for each seperate space of Opening to Throat Ventures , LLC more than 1/3 the depth of the stud. block unless specifically tested in the form and manner intended for use to by ventilating openings protected against the entrance or rain or snow. Ventilating 1. Contractor shall locate and stake out all existing under round utilities prior Panel Span 4 l St. 6 Ft. g g P Bridging and Blocking: demostrate its ability to remain in place and to retard the spread of fire Fastener Type <Panel Span <Panel Span openings shall be provided with corrosion-resistant wire mesh, with 1/8" minimum to to an excavation. The utilities shown on the plans are an approximate <_ 4 Ft. 6 Ft. < 8 Ft. / openings. MINIMUM UNIFORMLY DITRIBUTED LIVE LOADS Table R301.5 Y P PP 1. There shall be not less than one line of bridging when using dimensional and hot gasses. < 1 4 maximum o enin s. 17$77 SOUndVI@W Ave. location only. lumber in every eight feet of span in floor, attic and flat roof framing. No. 8 wood screw based 2. Excavate all areas as indicated in the drawings. All excavations shall be the The bridging shall consist of not less than one b three inch lumber anchor with 2-inch 16" 10" 8" Minimum Area: USE LIVE LOAD DEAD LOAD Southold, NY minimum depths required achieving clean undisturbed virgin soil with stable 9 g Y Fire Protection of Floors embedment length The total net free ventilating area shall not be less than 1 per 150 of the area of double nailed at each end or of equivalent metal bracing of equal rigidity. g 9 P moisture content and non-shifting and neon-shrinking soil characteristics. All floor assemblies are to be fire-reistance rated with a minimum of 1/2 the space ventilated. Exterior Balconies and decks 40 psf 110 psf The Contractor shall be responsible for notification of poor soil characteristics 2. Block solid at all bearing supports where adequate lateral support is not gypsum wall board, 5/8" wood structural panel or equivalent on the underside No. 10 wood screw based to the Architect and shall not proceed with the work until receiving instructions otherwise provided. Block all stud walls at maximum intervals of eight of the floor framing member. Penetrations or openings for ducts, vents, anchor with 2-inch 16" 12" 9„ Vent Clearance: Fire Escapes 40 psf 10 psf from the Architect. embedment length feet with minimum of 2 x solid material with tight joints. electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping Where eave or cornice vents are installed, insulation a minimum of a 1" space shall be Passenger Vehicle Garages 50 psf as per plan and similar openings or penetrations shall be permitted. 1/4-inch lag screw based provided between the insulation and the roof sheathing at the location of the vent. 3. The Architect has prepared the drawing and specifications with an assumed 3. Provide blocking under all posts down to foundation, beam and/or column anchor with 2-inch 16' 16" 16 P 9 Unhabitable ATTICS without Storage 10 psf 10 psf Jurisdiction : bearing capacity of 2,000# per sq. ft, and an assumed soil characteristic of sand, with similar material. Exceptions: embedment length Unhabitable ATTICS with Storage 20 psf 10 psf silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 9 P P unless a soil test analysis has been reformed as per table R401.4.1 of the PI-Yw°°d. 1. Floor assemblies located directly over a space protected by an automatic P P 1. All plywood shall be Doug fir or equal. It shall be manufactured and sprinkler system in accordance with Section P2904, NFPA 13D, or other a. This table is base on 180 mph ultimate design wind speeds, V, Habitable ATTICS and ATTICS 30 psf 15 psf Town of Southold 2015 International Residential Code. and a 33 foot mean roof height. served with fixed stairs graded in accordance with approved equivalent sprinkler system. g Suffolk County 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. U.S. Product Standard PS 1-83 for Construction and Industrial Plywood b. Fasteners shall be installed at opposing ends of the wood ROOMS other than sleeping rooms 40 psf 15 psf below finished grade unless noted otherwise on the plans. "APA' 2. Floor assemblies located directly over a crawl space not intended for structural panel. Fastners shall be located not less than 1 inch 2. Each plywood sheet shall bear the APA trademark. storage or fuel-fired appliances. from the edge of the panel. FLASHING & CAULKING NOTES Sleeping Rooms 30 psf 15 psf 5. All backfill shall be clean granular fill. 3. All end joints shall be staggered and shall butt along the center lines 3. Portions of floor assemblies shall be permitted to be unprotected where c. Anchors shall penetrate through the exterior wall covering with an Stairs 4p Drawn B P P P 9 9 psf 10 psf Y of framing members. complying with the following: embedment length of not less than 2 inches into the building frame. 1. Providing metal flashing where framing lumber is in contact with soil or concrete. - 6. No Backfill shall be permitted against concrete or masonry foundation walls PIYi 9 9 9 9 M.A.M. �r�f T.,Fs P. without floor framingor proper bracingas required to prevent damage to walls. 4. The face rain of the plywood shall be laid at right angles to the joists Fasteners shall be located not less than 2 1/2" inches from the Provide continuous hidden blind metal flashingwhere tops of roof intersect Guards and Handrails 200 psf lateral P p q P g g p g g 3.1 The aggregate area of the unprotected portions does not exceed 80 / ( ) p %'^� "`y 1 A No Backfill shall be permitted within a minimum of two weeks after pouring. and trusses and parallel to the studs. P P egde of the concrete block or concrete. vertical wall surfaces. Provide metal step flashing around all chimneys, skylights Guard in-fill components 50 psf Checked B y✓ " � !6 " The Contractor shall be responsible for any damage to concrete or masony wall. square feet per story. y: kf s .:;.. `hr 5. Nails shall be placed 3/8 minimum from the edge of the sheets. d. Panels attached to masonry or masonry/stucco shall be attached and where sides of roof intersect vertical wall surfaces. All metal flashing shall r;` ',,d, ",j `� c � 3.2 Fireblocking in accordance with Section R302.11.1 installed along the ROOFS 30 psf 15 psf �;. - ,::° 7. All grading to drain surface water away from foundation walls at a minimum The minimum nail penetration into framing members shall be 1 1/2" using vibration-resistant anchors having an ultimate withdrawal extend u vertical) a minimum of 4" from the roof unless noted otherwise. M.A.M. :;f r., . -1 perimeter of the unprotected portion to seperate the unprotected P Y . I,,. f_`. . ,,;,, at a minimum of 5% slope. for 8d nails and 1 3/8" for 10d nails. capacity of not less than 1,500 pounds. portion from the remainder of the floor assembly. '_ 6. All floors and walls shall be nailed as per nailing schedule. 2. Flash, caulk and seal all junctions of new and existing roofs, walls and Job No. .. ,�- 4, J 4. Wood floor assemblies using dimension lumber or structural composite penetrations, to form a watertight assembly. ALLOWABLE DEFLECTION : Table R301.7 \, r,k. I Partitions: FALL PROTECTION 1922 y g�k , 1� CONCRETE lumber equal to or greater than 2-inch by 10-inch nominal dimension, r'a - g 1. General: or other approved floor assemblies demonstrating equivalent fire Structural Member Allowable Deflection 1. Foundation walls to, be a minimum 3,000 s.i., unless noted otherwise on Ions, � " In dwelling units, where the top of the sill of an operable window J p P a. Provide solid blocking at 4-0 o.c. between the joist and first interior performance. Sheet Title : r on the above soil assumption. If other soils are encountered, lower bearing parallel joist at all gable walls. opening is located less than 24 inches above the finish floor and Rafters having slopes greater than 3/12 with no L/180 values are to be assumed and the foundation must be redesigned. Combustible Insulation Clearance greater than 72 inches above the finish grade or other surface below finished ceiling attached to rafters. b. Splices of the top and bottom portion of double top plates must be on the exterior of the building, the operable window shall comply with FACTORY-BUILT GAS & WOOD FIREPLACES Notes. Combustible insulation shall to send otd not less than 3 inches from Interior Walls and Partitions H 1 General 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a staggered a minimum of 24", one of following: Factory-built fireplaces shall be listed and labeled and shall be installed / 80 recessed luminaires, fan motors and other heat-producing devices. minimum 3,500 p.s.i. c. Joints in top plate need not occur over studs, 360 in accordance with the conditions of the listing, and shall be tested Floors and Plastered ceilings L 1. operable windows with openings that will not allow a 4 inch diameter 9 / Exceptions in accordance with UL 127. 3. Concrete shall be air-entrained. Total air content (percent by volume of concrete) d. Lap top plates at corners and intersections. sphere to pass through the opening where the opening is on its All other Structural Members L/240 e. Plates shall not be less than 2 x nominal thickness. combustible insulation complying with the listing requirements shall be shall not be less than 5% or more than 7%. Where heat-producing devices are listed for lesser clearances, Hearth Extensions. / largest opened position. 4. The nominal maximum size of coarse a re ate shall not exceed one-fifth the Hearth extensions of approved factory-built fireplaces shall be installed Exterior Walls with plaster or stucco finish H/360 g9 9 f. Notching: Any stud in an exterior wall or bearing partition shall be separated in accordance with the conditions stipulated in the listing. 2. operable windows that are provided with window fall prevention devices a narrowest distance between forms or three-fourths the clear spacing between in accordance with the listing of the fireplace. The hearth extension Exterior Walls - wind loads with brittle finishes H permitted to be cut or notched to a depth not exceeding 25 percent its that comply with ASTM F 2090. /240 reinforcing bars or between a bar and the side of the form. p y shall be readily distinguishable from the surrounding floor area. width. Studs in nonbearing partitions shall be permitted to be notched to Y 9 g a 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement a depth not to exceed 40 percent of a single stud width. Refer to details ATTIC ACCESS 3. operable windows that are provided with window opening control devices Exterior Walls - wind loads with flexible finishes H/120 s and foam insulation, composite of cement and wood chips, or other approved for excessive notching studs, that comply with section R312.2.2. Lintels Supporting Masonry Veneer Walls L/600 material suitable for supporting and containing concrete. Forms shall provide An attic access shall be provided for an attic areas that exceed 30 square feet Sheet Number g. Drilling:Any stud shall be permitted to be bored or drilled, provided P Y q sufficient strength to contain concrete during the concrete placement and have a vertical height of 30" or more. The rough framed opening shall not Note L=Span Length, H=Span Height operation. Form ties shall be steel, solid plastic, foam plastic, a composite that the diameter of the resulting hole is not more than 60 percent 9 9 P 9 Section R312.2.2(window opening control devices) of cement and wood chips, a composite of cement and foam plastic, or other of the stud width, the edge of the hole is not more than 5/8 inch to be less than 22"x30 and shall be located in a hallway or other readily accessible Window opening control devices shall comply with ASTM F 2090. suitable material capable of resisting the forces created by fluid pressure of the edge of the stud, and the hole is not located in the some section location. A 30" minimum obstructed headroom in the attic space shall be provided al fresh concrete. as a cut or notch. Studs located in exterior walls or bearing partitions at some point above the access opening. The window opening control device, after operation to release the control device allowing the window to fully open. shall not reduce the drilled over 40 percent and up to 60 percent shall be doubled with not net clear opening area of the window unit to less than the area U, more than two successive doubled studs bored. Refer to details for required by section R310.2.1. excessive drilling of studs. ELECTRICAL HEATING, VENTILATION & COOLING ENERGY/ CONSERVATION 13. Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts 1. All electrical work shall conform to rules and regulations of the Combustion Air BUILDING THERMAL ENVELOPE provide combustion air to open combustion fuel-burning appliances, the appliances INSULATION SCHEDULE (thermal envelope) . 2014 National Electric Code, NFPA 70-2014 and the 2015 Soild Fuel 1. These plans are designed to be in accordance with the 2015 and combustion air opening shall be located outside the building thermal envelope ; International Residential Code. Burning appliances shall be provided with combustion air in accordance with the International Residential Code and the 2015 International Ener or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall Insulation Insulation Moisture Air Barrier \ accordance appliance manufacturer's installation instructions. Oil-fire appliances shall be Energy be sealed and insulated in accordance with the envelope requirements of Table House Component (R) Value Thickness Type Barrier Sealing Remarks 2. The Electrical equipment and wiring shall be installed in acco applian PP Conservation Code for a climate zone of 4A. p q yP g with chapters 34 thru 43 of the 2015 International Residential Code. be provided with combustion air in accordance with NFPA 31. N1102.1.2, where the walls, floors and ceilings shall meet a minimum of the ; ' approved. 2. The interior design temperatures used for heating and cooling load basement wall R-value requirement. The door into the room shall be full osketed Floor system assembly upper R-21 „ Fiberglass fire protection of floor assembly as per IRC 2015 F 3. Electrical work to be Fire Unclerwriter s inspected and appy Batts Ducts calculations shall be a maximum of 72°F for heating and a minimum and any water lines and ducts in the room insulated in accordance with Section N over unconditioned section M 5-1/2 Section R302.13 4. All electrical outlets in "wet" areas to be ground fault interrupter Duct Insulation of 757 for cooling. N1103. The combustion air duct shall be insulated where it asses through L cellar spaces lower Roxul comfort-batt (G.F.I.) type. All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 g P g section R-15 3-1/2" mineral wool All other ducts shall be insulated to a minimum of R-6. the conditioned space to a minimum of R-8. Q i C E 5. Working clearance dimensions around electrical panel to be a 3. All materials, systems and equipment shall be installed in accordance with Q Perimeter rimjoist around R-21 3„ Closed Cell minimum of 36" deep x 30" wide x 6'-6" high. Duct Sealing the manufacturer's instructions and the 2015 International Residential Code 14. Recessed Lighting. Recessed luminaires installed in the building thermal envelope shall - first floor 7 per 1" Spray Foam i 6. All electrical work to be erfarmed b a local licensed electrician. and the 2015 International Energy and Conservation Code. be sealed to limit air leakage between conditioned and unconditioned spaces. All Perimeter rimjoist around R-21 3, Closed Cell M -a -Pap y All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be recessed luminaires shall be IC-rated and labeled having an air leakage rate not C r n Ground-Fault Circuit-Interrupter(Protection. made substantially airtight by means of fastners, welds, tapes, mastics, gasketing 4. Certificate: A permanent certificate shall be completed by the builder second floor 7 per 1" Spray Foam or other approved closures systems. and posted on a wall in the space where the furnace is located, more than 2.0 cfia when tested in accordance with ASTM E 283 ata 1.57 psf Arch itoct PP Ys P P Floors stem assembly over R-42 Closed Cell Locations. pressure differential. All recessed luminaires shall be sealed with a gasket or caulk y y 6" o utility room or an approved location inside the building. outside air 7 per 1" Spray Foam 1. All bathroom receptacles are to have G.F.C.I. protection. Duct Support " between the housing and the interior wall or ceiling covering. Metal ducts shall be supported by 1/2 with 18 gage metal straps or 12 gage Where located on an electrical panel, the certificate shall not 2. All garage & accessory building receptacles are to have G.F.C.I. protection. cover or obstruct the visibility of the circuit directory label, service 21 Main Street Ston Brook NY 11790 galvanized wire of intervals not exceeding 10 feet or other approved methods. 15. Programmable thermostat.The thermostat controlling the primary heating or cooling Exterior Fiberglass y 3. All outdoor receptacles are to have G.F.C.I. protection. disconnect label or other required labels. The certificate shall list the 9 P Y 9 9 R-21 5-1/2" 9 required Nonmetallic ducts shall be supported in accordance with the manufacturers Walls 2"x6" Batts q 4. All crawl space receptacles are to have G.F.C.I. protection. installation instructions. predominant R-values of insulation installed in or on ceiling/roof, walls system of the dwelling unit shall be capable of controlling the heating and cooling ( ) foundation (slab, basement wall, crawl space wall and/or floor) and ducts system on o daily schedule to maintain different temperatures set points of different N space around exterior window/ phone. 631 686-6585 5. All unfinished basements receptacles are to have G.F.C.I. protection. Duct Separation outside conditioned spaces; U-factors for fenestration and the solar heat times of the day. This thermostat shall include the capability to set back or doorjambs required fax. 631 686-6786 6. All kitchen receptacles that serve countertop surfaces shall have Ducts shall be installed with at least 4" separation from the earth except where gain coefficient (SHGC) of fenestration, and the results from any required temporarily operate the system to maintain zone temperatures down to 55°F or up email. MMacrina@optonline.net G.F.C.I. protection. they meet the requirements for underground duct systems. duct system and building envelope air leakage testing done on the to 85°F. The thermostat shall initially be programmed by the manufacturer with a web. MMArchitectAIA.com 7. All laundry, utility and bar sink receptacles that are located within 6ft. Ducts located in garages and ducts penetrating the walls or ceilings seperating the building. Where there is more than one value for each component, the heating temperature set point no higher than 70'F and a cooling temperature set These plans are an instrument of service and are of the outside edge of the sink are to have G.F.C.I. protection. certificate shall list the value covering the largest area. The certificate point no lower than 78°F. the exclusive property of the architect. dwelling from the garage shall be constructed of a minimim No. 26 gage sheet shall list the types and efficiencies of heating, coolingand service water Infringements of the concepts and design ideas 8. Electrically heated floors, hydromassage bathtub, spa and hot tub metal or other approved material and shall not have opening into garage. 16 Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a presented on these drawings shall be prosecuted locations are to have G.F.C.I. protection. heating equpiment. Where a gas-fired unvented room heater, electric PP Y to the fullest extent of the law. Copyright 2019: furnace, or baseboard electric heater is installed in the residence, the minimum of R-8. All other ducts shall be insulated to a minimum of R-6. Michael Macrina Architect, pc. All rights reserved, 9. All receptacles within 6 feet of the outside edge of a bathtub or " " " no part of the plans may be reproduced without certificate shall list gas-fired unvented room heater , electric furnace or the expressed written consent of the architect. shower stall are to have G.F.C.I protection. PLUMBING "baseboard electric heater", as appropriate. An efficiency shall not be 17. Duct Sealing. All ducts, air handlers and filter boxes shall be sealed. Joints and exterior R-21 3" Closed Cell listed for gas-fired unvented room heaters, electric furnaces or electric seams shall be made substantially airtight by means of fastners, welds, tapes, Vaulted ceiling 7 per l" c,4 Spray Foam Arc-Fault Circuit-Interrupter Protection. 1. All plumbing work to be installed in strict accordance with the 2015 ITInternational Residential Code and local codes. baseboard heaters. mastics, Basketing or other approved closure systems. interior R-21 5-1/2" Fiberglass Drawing Status Locations. � Batts required 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 amp 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists 7, Insulation and Fenestration Requirement by Component. 18• Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the outlets installed in kitchens, family rooms, dining rooms, living rooms, shall be located as close as possible to center joist span to maintain Refer to insulation schedule. following methods: - Over exterior wall plate R-49 Varies Closed Cell structural integrity of joists. Refer to the framing section of this sheet. see details same sheet parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, 9 y 10 g 1. Rough-in test: Total leakage shall be measured with a pressure differential of � 7 per inch Spray Foam hallways, laundry areas and similar rooms or areas shall be protected b 3. Materials for water supply and distributions systems, per tables P2906.4, 8. be in Baffle.For air-permeable insulations in vented attics, a baffle shall 0 y p Y PP Y Ys P 0.1 inch w.g. across the system, including the manufacturer's air handler U a combination type arc-fault circuit interrupter installed to provide P2906.5 and P2906.6 of the 2015 International Residential Code. be installed adjacent to soffit and size vents. Baffles shall maintain an Issuedfor opening equal or greater than the size of the vent. The baffle shall enclosure if installed at the time of the test. All registers shall be taped or protection of the branch circuits. International Residential Code. otherwise sealed during the test. extend over the top of the attic insulation. The baffle shall be permitted 4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), �l, ■ Single-and Multiple-Station Smoke Alarms. to be any solid material. 2. Postconstruction test: Total leakage shall be measured with a pressure differential Window/ Door Type U Factor S.H.G.C. ConsL �`��/�"��I P3002.2 and P3002.3 of the 2015 International Residential Code. of 0.1 inch w. across the entire system, including the manufacturer's air yp ( Remarks 1 c All smoke alarms shall be listed in accordance with UL 217 and 9• Ys 9 N on installed in accordance with the provisions of Section R314 of the 5. All exterior hose bibbs are to be frost-proof type. 9. Attic and Crawl Space Access Hatches and Doors. Access doors from handler enclosure. Registers shall be taped or otherwise sealed during the test. L P 6. In areas prone to flooding, drainage, waste and vent systems shall be conditioned spaces to unconditioned spaces such as attics and crawls aces 0 Double Hung Windows 2015 International Residential Code and complywith the provisions P P P 0 0.30 0.30 of NFPA 72. located and installed to prevent infiltration of floodwaters into the shall be weatherstripped and insulated to a level equivalent to the insulation p Exception: A duct air leakage test shall not be required where ducts and Locations.(Section R314.3) systems and discharges from the systems into floodwaters. on the surrounding surfaces. Access shall be provided to all equipment that air handlers are located entirely within the building thermal envelope. 1) Casement Windows 0.30 0.30 Single and multi le-station smoke alarms shall be installed in prevents damaging or compressing the insulation. A wood-framed or IN 9 P 7. In areas prone to flooding, vents shall be located at or above the equivalent baffle or retainer is required to be provided when loose-fill A written report of the results of the test shall be signed by the party to AwningWindows the following locations: design flood elevation. � 0.30 0.30 1. In each sleeping room. insulation is installed, the purpose of which is to prevent the loose-fill conducting the test and provided to the code official. 2. Outside of each separate sleeping area in the immediate 8• All plumbing fixtures to be installed as per Chapter 27 of the 2015 from spilling into the living space when the attic access is opened, and to 0 Hinged Doors Dates vicinity of the bedrooms. International Residential Code. provide a permanent means of maintaining the installed R-Value of the 19. Building framing cavities shall not be used as ducts or plenums. Z 0.30 0.30 C 3. On each additional story of the dwelling, including basements 9. Vents: loose-fill insulation. 20. Mechanical System piping insulation shall be capable of carrying fluids above 105 F - Sliding Doors 10/23/19 Issued for Construction and habitable attics but not including crawl spaces and uninhabitable Roof Extension (sect. P3103.1) 10.Air Leakage. The building thermal envelope shall be constructed to limit or below 55F with a minimum of R-3 insulation. 0.30 0.30 attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm Open vent pipes that extend through o roof shall be terminated not less air leakage. The sealing methods between dissimilar materials shall allow 21• Mechanical Ventilation.The building shall be provided with ventilation that meets the Skylights g than 6 inches above the roof or 6" above the anticipated snow accumilation, for differential expansion and contraction. Refer to the air barrier and N/A N/A installed on the upper level shall suffice for the adjacent lower P P requirements of Section M1507 of this code or the International Mechanical Code, I I T F level provided that the lower level is less than one full story whichever is greater. Where a roof is to be used for assembly, as a insulation installation schedule. as applicable, or with other approved means of ventilation. Outdoor air intakes and below the upper level. promenade, observation deck or sunbathing deck or for similar purposes, exhausts shall have automatic or gravity dampers that close when the ventilation open vent pipes shall terminate not less than 7 feet above the roof. system is not operating. Notes: 4. Smoke alarms shall be: installed not less than 3 feet horizontally 11• Testing. The building or dwelling unit shall be tested and verified as having � P g' from the door or opening of a bathroom that contains o bathtub Frost Closure (sect. P3103.2) an air leakage rate of not exceeding three air changes per hour in Climate Zone - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. or shower unless this would prevent placement of a smoke alarm 22. Equipment Sizing. Heating and cooling equipment shall be sized in accordance with required r Section would Vent extensions through a roof or wall, shall be not less than 3 inches in 3 through 8. Testing shall be conducted in accordance with ASTM E 779 or ASTM with ACCA Manual S based on building loads calculated in accordance with ACOA - See Typical Insulation Details, same sheet diameter. Any increase in the size of the vent shall be made not less than E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals). Where required Manual J or other approved heating and cooling calculation methodologies. New o When more than one smoke alarm is required to be installed within an 1 foot inside the thermal envelope of the building. by the code official, testing shall be conducted by an approved third party. A individual dwelling unit the alarm devices shall be interconnected in written report of the results of the test shall be signed by the party conductir ng replacement heating and cooling equipment shall have an efficiency rating equal r such a manner that the actuation of one alarm will activate all of the 10. For trapsizes, see table P3201.7 same sheet or greater than the minimum required by federal law for the geographic location the test and provided to the code official. Testing shall be performed at any time where the equipment is installed. alarms in the individual dwelling unit. The alarm shall be clearly audible in after creation of all penetrations of the building thermal envelope. all bedrooms over background noise levels with all intervening doors closed. Manual J&S is required for any new or replaced heating or cooling equipment No. Date Description Combination Detectors. SIZE OF TRAPS FOR PLUMBING FIXTURES During Testing: Combination smoke and carbon monoxide alarms shall be permitted table P3201.7 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not Project to be used in lieu of smoke alarms. sealed, beyond the intended weatherstripping or other infiltration control measures. 23 Li e .Not less than percent of the lamps t permanently installed lighting Air Barrier and Insulation I n sta I I at i o n Schedule Table N1102.41.1.1 (402.4.1.1) 1 Plumbing Fixture Trap Size fixtureshall' be high-effifi percent lamps or not less than 75 percent of the Power Source. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall permanently installed lighting fixtures shall contain only high-efficacylamps. Bathtub(with or athout shower head P Y g 9 y p Insulation Installation Criteria Proposed The required smoke alarms shall receive their primary power from and/or whirlpool attachements) 1'1/2 be closed, but not sealed beyond intended infiltration control measures. Component Air Barrier Criteria the building wiring when such wiring is served from a commercial source, xception:3. Interiror doors, if installed at the time of the test, shall be open. ELow-voltage lighting. Bidet 1-1/4" A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a Residence and when primary power is interrupted, shall receive power from a 4. Exterior door for continuous ventilation systems and heat recovery ventilators battery. Wiring shall be permanent and without a disconnecting switch Clothes washer standpipe 2., shall be closed and sealed. The exterior thermal envelope contains a continuous air barrier. sealing material. other than those required for overcurrent protection. Smoke alarms 5. Heating and cooling systems, if installed at the time of the test, shall be General Requirements shall be permitted to be battery operated when installed in buildings Dishwasher(on separate trap) 1-1/2" turned off. Recommended Testing Agency: Breaks or joints in the air barrier shall be sealed. without commercial power. 6. Supply and return registers, if installed at the time of the test, shall be Integrity Energy ( ) For Floor Drain 2' Inte rit Home Ener Assessments: 631 325-4006 PP Y 9 The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall/ be Carbon Monoxide Alarms. (Section 915 of the 2015 I.F.C.) Kitchen Sink ,on or two traps,with or fully open. ( p the insulation and any gaps in the air barrier sealed. aligned with air barrier. Carbon monoxide alarms shall be installed in the following locations: without dishwasher and food waste disposer) 12. Fireplaces. New wood-burnin fireplaces shall have tight-fitting flue dampers Ceiling/Attic 1. Carbon Monoxide are required on each level on which sleeping 9 P 9 9 P Access openings, drop down stairs or knee wall doors to Laundry Tub 1-1/2" ADF spaces are located, within 15ft. of the sleeping area. or doors, and outdoor combustion air. Where using tight-fitting doors on unconditioned attic spaces shall be sealed. More than one carbon monoxide alarm shall be provided Lavatory 1-1/4" factory-built fireplaces listed and labeled in accordance with UL 127, the where necessary to assure that no sleeping area on a story doors shall be tested and listed for the fireplace. Where using tight-fitting The junction of the foundation sill plate shall Cavities within corners and headers of frame walls shall be is more than 15ft. away from a carbon monoxide alarm. Shower(based on the total flow rate through doors on masonry fireplaces, the doors shall be listed and labeled in be sealed. insulated he completely filling the cavity with i material having Ventures , LLC showerheads and bodysprays) The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. 2. On any story where afuel-fired appliances and equipment, accordance with UL 907. solid-fuel burningappliances and equipment, flow rate: Walls I pexterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be fireplaces or attached garages are located. 5.7 gpm and less 1-1/2" p P 9 9 Knee walls shall be sealed. more than 5.7 gpm up to 12.3 gpm 2" installed in substantial contact and continuous alignment with 17877 Soundview Ave. Interconnection of Carbon Monoxide Alarms& Detectors: more than 12.3 m u to 25.8 m 3" The junction of every stud,top plate&shoe plate to exterior sheathing gp p gp „ shall be continuously sealed the air barrier. Southold NY When more than one carbon monoxide alarm or detector is required to more than 25.8 gpm up to 55.6 gpm 4 be installed within an individual dwelling unit or sleeping area, the Windows, skylights The space between window/doorjambs and framing, and alarm devices shall be interconnected in such o manner that the actuation and doors skylights and framing shall be sealed. of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise r::. Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. levels with all intervening doors closed. The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain Jurisdiction Equipment. ::t ? Floors exposed edge of insulation. permanent contact with the underside of subfloor decking, or Carbon Monoxide alarms shall be listed, labeled as complying with including above garage and floor framing cavity insulation shall be permittedl to be in contact UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and ` <:;- :`;... with the to side of sheathing, or continuous insiulation installed Town of Southold l;r:< cantilevered floors P 9. labeled as complying with UL2075 and shall meet the sensitivity testing on the underside of floor framing; and extends from the bottom to Suffolk County and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, ,•;.; the top of all perimeter floor framing members. ;:{;:;: r:•:::;. detectors and alarm control units shall be installed in accordance closed cell spray typical exterior wall "" tYP foam insulation Exposed earth in unvented crawls aces shall be Where with the R.C.N.Y.S. and the manufacturers installation instructions. insulation typical vaulted ceiling :-:r P p provided instead of floor insulation, insulation > -r "' < ` over to of late ( ) insulation >.; :.::. ::>:,,= P p Crawls p shall be permanentley attached to the crawl see insulation schedule � pace walls covered with a Class I vapor retarder with Power Source. X,:" ,;: Drawn By: typical siding typical exterior wall overlapping joints taped. space walls. Carbon Monoxide alarms and detectors shall receive their primary power 9 yp air barrier caulking ?> >-:r M.A.M. T from the buildingwiring, where such wiring is served from a commercial g insulation ;:;: .. .:•.: Duct shafts, utility penetrations, and flue shafts opening g g ( ) ; ;.,s;->: > Shafts, penetrations see insulation schedule r. A.- source and shall be equipped with a battery backup system that : 2: 2:;:::>:- to exterior or unconditioned space shall be sealed. f(< •• •• •-• a automatically provides power from one or more batteries when primary air barrier caulking Checked B Y' power is interrupted. Wiring shall be permanent and without a first floor Batts In narrow cavities shall be cut to fit, or narrow M.A.M. disconnecting switch other than those required for over current protection. plywood typical siding Narrow Cavities cavities shall be filled by Insulation that on �' r sheathing second floor installation readily conforms to the available cavity Job No. Listings. space. Carbon monoxide alarms shall be listed in accordance with UL 2034. <> ':': >:':^_ Air sealing shall be provided between the garage 1922 plywood sheathing Garage Separation typical first floor ti;", and conditioned spaces. Sheet Title Combination Alarms. rim joist insulation > : ical exterior wall : : : see insulation schedule >:1 typical 1 Combination carbon monoxide/smoke alarms shall be an acceptable ( ) insulation Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal ;. >���� ,t Recessed lighting �' alternative to carbon monoxide alarms. Combination carbon monoxide/ typical second floor (see Insulation schedule) g g thermal envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. Ener A ales smoke alarms shall be listed in accordance with UL 2034 and UL 217. nm foist Insulation �0 typical floor `s'`' (see insulation schedule) Batt insulation shall be cut neatly to fit around wiring and plumbing typical siding Plumbing and wiring insulation assembly � 9 9 in exterior walls, or insulation that on installation readily conforms Insulation Sch. (see insulation sch.) to available space shall extend behind piping and wiring. air barrier caulking plywood sheathing The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and Plumbinggrade Riser Shower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. ',� v, typical exterior wall Electrical/phone box on The air barrier shall be installed behind electrical or communication insulation exterior walls boxes or air-sealed boxes shall be installed. (see insulation schedule) HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. Sheet Number Typical First Floor Typical Second Floor Typical Vaulted Ceiling Insulation When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Insulation DetaiI Insulation Detail & Baffle Detail at Rafter Splay Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. M2 Anchor Bolts (see Detail) Note: Concrete to be (2)2"x6"treated 3,000 psi min. Sill Plate Coated Copper ; Termite Shield Top of Foundation el. 62.5 (datum:0'-0") Sill Seal Insulation 11 °O ' I1 1C J) 7 -a 10"thick P.C. Fnd.Wall KAC r n (unless noted otherwise on plan) - ° 00.: = o � � /krch itoct A B Provide 2"x4"Key21 Main Street Stony Brook NY 11790 Ir .To of Foundation 1/2" Premolded Filleel. 62.5At Perimeter of Slab waterproof foundation phone. 631 686-6585 (datum 0'-0") from grade down to fax. 631 686-6786 Cellar Slabo footing w/'watchdog' email. MMacrina@optonline.net (see plan) or equal 60'-0" ;o: : web. MMArchitectAIA.com °o' o These plans are an instrument of service and are (3)#4 Rebar the exclusive property of the architect. a .-�—.b.—�. = Infringements of the concepts and design ideas ` presented on these drawings shall be prosecuted 12" 46'-6" 12'-6" Compacted 4" r I = to the fullest extent of the law. Copyright 2019: Clean Fill r Michael Macrina Architect, pc. All rights reserved, 6'-0" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 6-0" 20" no part of the plans may be reproduced without the expressed written consent of the architect. -------------------------- --- ---------- ------------------------------ ---- --------- ------------------------------ � F 12"dia. pier 12 dia. pier --- --------� 12"dia. pier --------------- --- ---------- ------------------------------ f-------- ---------------------- r TYp. F o u n d n Wall f------------ I Drawing Status --------_-- ----_----_ -- --------- ----_----_ ------_---- ----------_-- ------------ ------------ - - i _ ; \12"dia. pier �12"dia. pier 2"x8" (3)2"x6" �12"dia. pier I 2"x6"treated F.J. treated o I treated block solid under post i at 16"oc(4') 1 I block solid under post flush bm. `* I from above with similar g from above with similar I Issued le er _ size&material _ --- --------_------_------_- -------------- ---- - size&material------- ------------------------ r -- -------- ----------tenial --- ----- - --------- ---- - - - - - - -------------- n . . .. ..� !' . ..4. - min. 1 -.•.' •,.: ... . . : . ..:. . . ' . . .. •. exterior wall To of Wall 1 r- ---- --- ------------------------------- ---------------------------------------------- r- _------------------------------ ---- ----� 1 o.c. 1 �.,� 1 1 1 t I floor 12 max. Construction down 6" 1p„i i " L ___•„ J L » 1 ' 1 10" Joists TYPICAL TYPICAL X ;I, 4'-8" 1 '� is-o 2-0 1s-4 2-0 1s-o 1 SPACING CORNERS s ° 1 EE 8" 4'-0" 1 ° 1 'Simpson'BPS%-3 - 1 ou le 2" 10"P.T. 1 ° `r° I I Timberstrand 00 1 1 eac side f window 0 1 hot-dipped gals. 1 r-------� (ty ical) 1 i - cross blocking 3"sq.Washers& Unfinished _ -; a, 1 at 16"oc 1 1 I 1 o E o m � 1 P Dates gravel floor in well I 1 i o m Cellar = o o a _ i i Timber joist strand--- End Nut Setup for proper drainage 1 1 w 3 ^•1 1 1 .0 I �- _1 ri m o 1 1 a� �, CO 1 ` 10/23/19 Issued for Construction as per sect.R310.2.3.2 1 1 t l 1 E m t 1 > ca t provide fire protection 1 rn�o C:) I `' 1 ' 1 = Typ. Anchor B o l t of the IRC o 0o i i N M�., m to underside of F.J., 0 -s N m o Ln 1 ' , 1 u, a� see first floor insulation - a� o �' F i . 1 olo rn �n Ln i� 1 C > `� :a detail &insulation o Co I I LO cD o v I i 1 N 2? p I 1 1 �, v v 3 LO v schedule on sheet G-2 " = 1 Placement Detail v rn 1 X 1 L 15-7 1 I steel or alum. ladder to be -- ° �- 1 F \ t- tg_p 52 51 1 founVdaiion painted and secured to i 1 v Clg. r _ o _ 0 2 I Not To Scale .. CD 0 CD 0 found'n wall with a min. �- -- - -:; i N 00 00 1 J Parallel inside width of 12", shall o0 1 _ 1 10 Wide x 6 tall lintel with �--1 : N x w 12" 1 1 project a min. of 3"from — -------- --� 1 (3)# reba s at top&bottom. 3, 1!1" ° m M P P s „ 1 Exte d to bottom rebar a t 0� to f ier 1 I 4'-0" (� wall and shall be spaced (1)1/a x11/ Ivl 1 1 P I I dow 9" i s 1 Rim i e `� �' m Detail rim joist over window 1 I mini um o 12 each side of bearing. - - -- -- -1 - ---- - -- 0n Treated Sill Plate 1 a min.of 18 oc vertically 1 „ I ;..:. f > >;.-.''°1 r ��1 _ ? <_ : I extend a min. of 6 each side 1 1 1 L t <,>.>, t ty cal 1 T;>; ;fi� >:;a 1';r h;*1 Q, I >, ,,-,q typical 1. ;';r;<:<<<;>T:<.1 1 2"x6"treated .J. (see Found'n Wall Dtl.) for full height of well as per 1 1 ^- ' - �,�. .I r r r xa c I ;..f" 1 1' 1 1 I sect. R310.2.3.1 of the IRC 1 I top o pier I >;r ��rl low ird r 1.> Y,<f - ;�0;1 1 `'`,1 - g - r _ 1 - 0 1 I at 16"oc(4' ., I' ' 1 r Not To Scale E Y I 1 down 9" 1 - ;?>e=-�-j- - }<� o -1„r I`. 1 0 �"`� l �, 1 I -------- 5/8"dia.Anchor Bolts i� a� ` I w irder = 1 i 7' 51" I ,� > �,; ,1 = 6'.-6- 5111. Iv Viz; . ', 6 62" 1^A' in 8-62 lei 7'-10" 1�� 1 -;--- 12"dia. pier 1 1 <- -.� . I �, L �� _ I 10 I L _ LTJ P.C. Found Wall Q< No. Date Description v 1 » , » r.. 0 1 '- -1 r^r_ ___l r <7-1 1 z'}>'T;1 1 io i 4=1 4=0 lao J 4 1 I "� 1 I •,z>T. <,f I. < >; 1 IfiT> , rt: �1 ' _ �<<,F1 0 1 L--- --- 1 - ption typical ow girder �r: f I I > , , i E 3 l� r E 1 I 1 i �. YP 9 r.> f. Io? %1 1 1 ==-�-- { ,: y> 1 1 __2) 1/a x1 Ivl flu hdr_ v, :I 1,�< >t I 1 ZE: .:.��:,1 - r`. . ':J I i i Project : r o i closet u 1 N i i (�)2ifx6ff o TYPICAL PIERS I 12" o'o _i -' I -__stars_-_ -' = i .;{ �t-2"x8" i rea�ed 6"x6"treated post ona4'tall Anchor Bolt Dtl . Proposed o v 0 1 01 I treated I ush'bm. sonatube oured concrete ier on �p : I 1_ o I I I P POT 1 E > __ 1 a - 1 _ 13 b 1 ledger 1 i i undisturbed soil Not To Scale = I I _ 1 a� � 3 � '- _ •� _ � o rn �, i I 1 I � I (see plan for sizes) °p see parallel rim detail .0 - r, _ Residence a� I c r I I 1 1 1 =I 1 > (� I a M oo rn 1 L------- I I same sheet 1 3 0 \ c I N ( v 1 I I Top of Pier to be below finish grade I I i 7'--33 1 i �12°dial ler Install H.D.G. CS20 strapping into 1 1 = o 3 04 1 l -------------� P in concrete pier for post attachment. For 1 o I x 1 �, r------- --- - --------------- ------ � I I (see details, sht.A6.1) Steel Column 1 + ---- ------------------------ ---- ----� i (4) 5/8"dia. bolts (see plan for sizes)I 1 I 18 total vl 59 » 1 ----- -- - ---------c- ---� i 1» 1; i 6»x6"steel baseplate „ 1 t i 2»x10" 42" i 5 N r---------_ ---- --------- - ------------ b ADF 1 231 _ I 1 = treated ,� -I slo ed L --- ------- -- J �"�' I basement slab 0 -- p J "slo ed 0 » I » .4 / 1 1 1 ledger -0 brickledge■ f , 1 4 P C., 2'x10 I 1 p 1 shower toilet I LO _ a, 1 1 brickledge treated = I 1 drain 1 Int abOe -------J i o L —- --- - ------ ------- J ledger i' 5Y"4Y2 4 rebars at 7"oc Ventures , LLC 1 1 toilet above r- -L=�-� r ;, .1� i0 to of i = - 1 0 top of landing I c� dove 271" i COo `r 5'-1"above slo ed brickledge each way 1 1j ;1 N `a treated basement slab down 11/a" 18"d ameter _ 17877 Soundview Ave. 1 (1—=--"---- --- ------------------------i -------------- r = �' I �-• 1 1 1 ^ ledger , `1 N - - - - - - - - slope top �n o e 6» Southold, NY f ledge l 3 1 d L ___________ _____________________________ _1 ---- ' --- -- --------- ----- ------- ----- ------ ------------- - ---------- INTERIOR SIDE EXTERIOR SIDE 0 18' diameter �-18' diameter 5�» 6'-44" 6'-3" 6'-5" 5' 5" 6'-3" 6'-44" 54„ Typ. Interior Ftg . MI . Jurisdiction ,_ » _ porch floor Typical ca I S l o ed 3/4" = 1 O 39'-0" 3" v p p Brickledge Detail Town of Southold Not To Scale Suffolk County 5'-111" Drawn By : 211-11 » 12'-2 " ��_ `A.�i',>•T`0,t \ 9'-9" 16'-1" M.A.M. foundation wall foundation wall foundation wall r FOUNDATION PLAN LEGEND: Checked By: Typical Foundation Wall --------------- M.A.M. on Footing concrete lintel top of wall (0'-0")datum -______________ Job No. � A 0 10'` g Lower or Raise Top ---- ---- �- 1922 of Wall(see plan) or or A5.1 A5.1 ---- --'- ---- Sheet Title double 2"x10" P.T. t'� Foundation Plan r N o buck at each side Poured Concrete Footing = 0' E window of window oI L = s �n and Column Fo U n at i o n Plan \ /, /4•' _ -o•• TYPICAL TYPICAL TYPICAL 0 1 Poured Concrete sonatube NOTES : LOW GIRDER CELLAR SLAB INTERIOR FOOTINGS Pier and Post ,l� • Double All Floor Joists Under Parallel (3) 1%4"x11%" Ivl low girder 4" Poured Concrete Slab w/6x6 4"� Steel Column on t � j 5'-3" m.a. j '''� Details plan north Walls Above Unless Noted Otherwise. #W4.0/W4.0 Welded Wire Mesh Lapped 36"x Steel of dee N - unless noted otherwise min. of one full mesh &wired together p top of slab Detail Symbol I A21 OR • Utilize Steel Shims Only Under All Girders. on foundation plan at 48" oc. over 10 mil, stego wrap Poured Concrete Footg = T footing 2 2 • Wrap all wood girders that sit in a beam pkt. retarder (lap joints as required) w/#4rebars at me E.W. _ or on a pier with ice&watershield soft flashing on a 4" base course of compacted (see detail, same sht.) Masonry Opening in Wall to prevent direct contact with concrete. clean sand to 95% relative density. T p I Ca I Window (refer to typ.window elev. detail) A Sheet Number : unless noted otherwise • See sheet G-1 for all foundation&concrete notes. Install a 1/2" Premolded � Step Footing Down as 7r�rnrr�rrrr�rnr�r� on foundation plan E evatl o n D eta i l noted on Ian Expansion Joint at Perimeter. P 1 1 � (slab area = approx. 1,702 s.f.) 1/4" = 1 •-O•• Exterior Caulking(typ.) 5/4"x 4" Exterior Trim Board PLAN KEY NOTES cut to size Typical Exterior Sheathing Custom Shower with: -Custom tempered glass enclosure. Exterior Cover window flange with -Tile over thinset mortar over Side soft flashing Schluter-Kerdi DS waterproofing membrane over line of sill below thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be h --a installed by manufactures specifications M i C N J= or other approved waterproof pan system (see detail, same sheet) (0 CD triple 2"x4"curb Wrap structure with -Secure the water supply riser from the shower ^ rch itE:h. cA soft flashing prior to valve to the shower head to the permanent structure. window installation -Shower to be equipped w/ A B pressure balance control valves. 21 Main Street Stony Brook NY 11790 A5.1 A5.1 I/x/// -Surround to be tile over 1/2"cement bd. FEJ (5) 14"deep wood shelves to be painted phone. 631 686-6585 60'-0" line of stool below space shelves equally fax. 631 686-6786 5J' email. MMacrina@optonline.net n 7'-61- W-41" web. MMArchitectAIA.com 8--o 2 14'-8" 10'-6" Interior Drywall (1) 14"deep shelf set 68"above finished floor and metal rod set 2"below shelf I 'These plans are an instrument of service and are Side 1"x6"Poplar Flat Trim Board the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted 6,of door & bedroom of window & sink to the fullest extent of the low. Copyright 2019: 46'-6" Typical Stud Michael Macrino Architect, pc. All rights reserved, no part of the plans may be reproduced without Pocket Detail FLOOR PLAN LEGEND the expressed written consent of the architect. step -------- step STRUCTURAL POST Drawing Status min. (2)2x6 unless noted ------- 9 - - ITDI-112561 (2) I ITDH3256 (2) ITDH3256 -------down landin I p2gt I 2x6 otherwise on plans to grade post -- --------------------- ------- r----- -------------------------- ------------------------------------------ EXISTING WALLS F'1 F --ISFD 8080 XO ------ -----------ISFD808OX0 - ; i - ___ I ____ A I I __ __ tempered glass _tempered glass C-4 t tempered glass > NEW FRAMED WALLS I Issued fo IC-4 TALLER/LOWER WALL = or down down down W U-) 1pull-out� d.w. (refer to sections) C14 5" 5" 5" C14 I,- fn � trash Cons-iructi0m C') 2 M cm101-011 ABOVE SUBFLOOR A.S.F. C) 10'-1" _t18"1 T T MasterClg. 1.0 10, SOFFIT WALL CABINET Bedrm. #1 Kitchen -41- �6 ABOVE ABOVE J I CIg. Z/-/-/Z- 0 _T Great Room king-size TECO = INSTALL SIMPSON STRONG bed shown 6'-0n 4'-0" 10 1 CIg. TIE JOIST HANGER Dates EXHAUST FAN E F] 10/23/19 Issued for Construction cnl_ (min. 100 cfm to be vented to exterior) F 00 .... .. 48"wide pre-fab gas 0 1 -,a co fireplace to be sele Do 0 ed & 1 �2 0 exhaust installed&vented a per (C (C0 ---> 10 CoC - range to Required Hold Down manufacturer specifichtions 36"x96" 00 steel or alum. grate `d_ exterior Location (see detail) cover Li table shown i V I I C4 to be painted with a 36"x36" ---------------- ---- access door that can be counter overhang-,, removable from inside as per sect. R310.4 of the IRC in 51- /12 2 NOTES in 5 43'-6 1. CD 15-1 n 2 qV 4t-0n In Ll C4 —16'-51n See sheet G-2 for insulation specifications. 2 0 a) S.D. 71- 1 1 1 C) R 2 \ 6" OIL House SUDTloor 38"x 98"r.o. --5--112 '-F el. 64.0 C.M. 9'-4- 36" --- 2. Install all smoke detectors throughout home in ------- 1 301, 2 36"ref. 36" as required by the 2015 IRC, sect. R314 and -KN antry LO wall oven P freezer LO No. Date Description noted on sheet G-2. ------------------------ 77 36"x96" 26" 42* ny above_:-�� L6hd ! 3. Install all carbon monoxide detectors throughout Project Cn U dryer pocket di. 32"x96" 36"x96" Walk-In to 0 5;ir P.1 (10,D" � home as required by the 2015 IFC, sect. 915 and I I aw 2 LO S.D. exhaust __"11C14 U) I Clg. Closet#1 1`0 W b) 0 1 1 Mudrm. I (D ICD to exterior noted on sheet G-2. Foyer 1 down— tile floor Proposed CD 6 �5 41-, I b 1 5" 10'-71- 2 n 5 Laundry 24" -110- C14 6'-2 .e 42" //f; 2 12'-7n N i overhang 7----T\T- _/ b�OT T Winn "Room dowi, in 32 open to above tile floor Ito gra e I '001 Residence -?'I I Lo M L32-x96-., LL ir P Cl) 00 131- WINDOWS & DOORS LO Ju) --KN 2\ 6 8 F 0 Of 4 — , 0 All windows and exterior doors are to be 9 1-on r.r 1 4 on I I - , T 00 C" rZ For (D down 2 vanity L_ T 0) U') I I 'Marvin'integrity wood ultrex with the following specifications: X pe. stat 5" sink CD sin W LoE insulated glass LO -Exterior color to be white 10, ,Master E F] in I M/ [ _in F n Cowder I I ; - -pre-painted pine interior sidelite I -insect screens DF -21c, cig. i Bathrm. #1 00 Room 18"x96" 36"x96" 18"x96" ITDH3256 ITDH3256 sidelite door CD I - - a- , --- - -standard hardware(color to be selected) _18n F-] �_Cc 1:1). Ventures , LLC EF LO EA Full Divided Lights CD -Permanent exterior grilles72"x36"tub LO Porch - __ ____ -- - 1 -1 1I - :I II ____ - - i i in to Permanent Interior grilles to be selected ----236sq.ft. Spacer bar between glass ITDH P 48' 91 3256 �2 -- ---- 17877 Soundview Ave. -C-4 --------—---------------- --------------- --------------------------- rt ------------------------ ------------------------------------Q---- ------ Southold, NY in -C in LO 0 M 6" I TDI i V_0" 0�t.E H3672E 1 (2�1 ITDH3672E C,of window & sink 0 E unless noted temp.glass 1p2o,6t1 temp. glass q_0 0 51- 51- 51" 52„ otherwise on plan 2\ 12'-13" 2 12'-42" 2 12'-13" 2�, 4 4 1 C,of post & tub T T T T Jurisdiction 40 38'-6" W 3" porch roof framing T to porch floor Town of Southold 8'-0n 110 8'-0n framing Suffolk County 5-11 in 6'-32" 6'-32- 4--8j- 16'-0" -9 6'-0" 5' Drawn By: 21'-11 in V-0. 16'-51" 12'-7n 2 M.A.M. Z, �-y Typ. Door Jamb From Checked By: X t", 60'-0" T Perpendicular Wall M.A.M. Job No. N, 1922 A B First 1 .Floor Plan 1/2"Gyp. Board Casing to be selected Sheet Title 1/4" -0.. (typical) 1/4"reveal Firs or Plan (typical) plan north 1"x Flat Poplar to be painted Shim Space Rough Opening Sheet Number : + (see plan) ®r 0 !6 pJ36 126- '1_3 an ry x p k 732-x96- '36 6 3 j4 0 c r "x9 Ud w the floor d n— e o 5 4 2 d n /I �e stal" 05 s 2 i n� Typ. Cased Opening Dtl. 3" = 1 ._01. AQ 2n2 Exterior Caulking(typ.) 5/4"x4"Exterior Trim Board PLAN KEY NOTES cut to size Custom Shower with: Typical Exterior Sheathing -Custom tempered glass enclosure. ` Exterior Cover window flange with -Tile over thinset mortar over soft flashing Side g Schluter-Kerdi DS waterproofing membrane over line of sill below thin set mortar over Schluter-Kerdi pre-sloped shower tray over tsmortar over plywood subflooto be '°` installed by manufactures specifications A5.1 or rdetailsame sheet) tM other approved ateproof pan system (seeCO to -triple 2"x4"curb c r n -a Wrap structure with -Secure the water supply riser from the shower /krch ite� soft flashing prior to valve to the shower head to the permanent structure. (3)2"x6"Hdr. ITDH3048 g window installation N N -Shower essure balancce equipped c ntrro`l valves. attic window A5.1 -Surround to be the over 1/2"cement bd. 21 Main Street Stony Brook NY 11790 t of ridge above mD 60"wide x 24"deep x 36"tall vanity phone. 631 686-6585 with 1"filler fax. 631 686-6786 line of stool below counter top to be selected by owner email. MMacrina@optonline.net Interior Drywall � (5) 14"deep wood shelves to be painted web. MMArchitectAIA.com 60'-0" Side �• space shelves equally These plans are an instrument of service and are 1 x6' Poplar Flat Trim Board the exclusive property of the architect. 8'-0" 19'-41" 25'-4" 7'-3J" Infringements of the concepts and design ideas F (1) 14"deep shelf set 68"above finished floor presented on these drawings shall be prosecuted Typical Stud Mi the fullest extent of the law. Copyright serve I and metal rod set 2"below shelf Michael Mocrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. of window & bedroom of window & bedroom Pocket Detail 3" = 1 •-O.. FLOOR PLAN LEGEND Drawing Status ITDH3672E 1 (2) 1 ITDHP5472 (2) I ITDH3672E ITDH3672 2W E 1 (2) 1 ITDHP5472 (2) ITDH3672 2W E ITDH3672E 1 (2) ITDH3672E (2) ITDH3672E egress Post temp.glass 2x6 egress 2x6 tem lass pot egress post egress pos egress 9 post 9 post P 9 STRUCTURAL POST ---------------------------------------------------- min. (2)2x6 unless noted otherwise on plans �N ;n 40/"tall wall EXISTING WALLS IssueO fu,-- Iw 1 = NEW FRAMED WALLS Constructiol seat oo I rot N i 24"x84 C14 i = 36" 20 20" ii closet Bed rm. #3 TALLER/LOWER WALL or !/ Master i 51" EF 31 1» 32» (refer to sections) Bedrm. #2 v 1 0 2 / 9-1 6'- oXo 24"x84' CIg. ABOVE SUBFLOOR A.S.F. 1 "N N 1" 1 M� _ 5�" ca SOFFIT / WALL CABINET 5�» king-size 15'-1" 5� i 20'-51" g'_6" 5 13 8" ;� ABOVE ABOVE __ _ _� e s sown 1 1" -- : � Dates I �,N 52 Batllrnl. #4 the floor �� TECO = INSTALL SIMPSON STRONG 10/23/19 Issued for Construction Lo 9'-1" Ln I queen-size TIE JOIST HANGER 00 °O Q M CIg. a bed shown EXHAUST FAN EF R D C11' _ D D (min. 100 cfm to be vented to exterior) O M 1„ S.D. W 26 o S.D. �., Required Hold Down co 3 „ m Location (see detail) I 1" 4 9) 1 6'-4 = 10'-0" 4, 1„ 2,- » 6'-421" / p m = 1 o 104 32"x8 " I = ----- ------------------ N S.D. SIN �KW �2" Iv7 W "C14 o N 60"x84"barn doo 60"x84"barn door ,r, _ = M NOTES (D N 32' "�8yt-. N 1 CD M S.D. N N 1 - r7 Balcony _ �, 1. See sheet G-2 for insulations ecifications. ~ 32"x84" C.M. P N rIN S.D. No. Date Description -_-� _— 2. Install all smoke detectors throughout home 38"x86" .o. as required by the 2015 IRC, sect. R3114 and Project 10,-7 52 71 noted on sheet G-2. 4'-0' ° 3. Install all carbon monoxide detectors throughoutLIM Proposed home as required by the 2015 IFC, sect. 915 and O ° 5J» Walk-In + _ �+ o $' i 9'-1" 'ti "N = open to below a� _ , �* X' ' Closet #2 CIg.00 closet M` - `� queen-size noted on sheet G-2. Residence N _1 .... l7 �� 28"x84" bed shown -1 _ - - ------------------- ----------------- - -- r` N LO N 1 F „ loset _ 8'-0" _ �NCD 4' 6� 4'-0" = Bed rm. #4 36 1/2"tall wall X ° vanity o " 32 „I r- _ -�N �-,N WINDOWS & DOORS For C:) I f�1 ��N u to 00 M .• I" 1 91 u _1 x 9 I - "' �I1 All windows and exterior doors are to be Matter -' -- +kms � o "' 28"x84" .°,�, g o 'Marvin'integrity wood ultrex with the following specifications: 1 _ - - 1 T--- - ti = rn 1 (shelf ;i "' I�lcq CIg. Bathrm. #2 ; ti� '°,N N -LoE insulated glass ADF EF L, � I t =he floor i -_- j N ; -Exterior color to be white 40"tall wall -pre-painted pine interior Ventures, LLC N oo seat " ITDH3664E (2) ITDH3664E (2) ITDH3664E insect screens72"x36"tub _1 2x6 2X6 = ITDH3660E (2) ITDH3660E o standard hardware color to be selected to be selected T 1 6" post post o --------- egress post egress 1 ( ) _ Full Divided Lights '=', IAWN33 7 I � -Permanent exterior rules 17877 Soundview Ave. N N temp.glass -- --------- ---------------- -------------------------------------------- ----------------------------- - -Permanent Interior grilles ---------------------------------------------------------------------------------- ----- Southold Y ----------------- ------------------------------------------------------------------------------ ---------------- -------------------------------------------- ----------------------------- -------- -Spacer bar between glass _ LO ITDH3660E (2) ITDH3660E temp.glass post I temp. glass of window & door below 6„ & ridge above unless noted otherwise on plan of post & tub Jurisdiction s'-o" 8'-0" ij Town of Southold 16'-0" 5'-112" 6'-32"15'-3 " 8'-82" 5,_g» Suffolk County 21'-11 » 21'-7" 14'-52" 20_0» Drawn By: 60'-0" a / . M.A.M. Checked By: lc° a AI. -°; Typ. Door Jamb From M.A.M. of ridge above of ridge above B P 4 erpendicular Wall Job No. ;���q. `✓� (3)2"x6"Hdr. (3)2"x6"Hdr. A5.1 3.. = 1 '-O" 1922 ICAP 2123 ITDH3048 attic window attic window Sheet Title 1/2"Gyp. Board (typical) Casing to be selected -}}-1/4"reveal Second Fir. Plan A \ I I (typical) 1"x Flat Poplar to be painted Second Floor PlanShim Space 1» T . 4 Sheet Number : Rough Opening (see plan) plan north Typ. Cased Opening Dtl. 3" = 1 '-O" K-A- i c: hiva Ea I NA a Cri nza Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net A B web. MMArchitectAIA.com A5.1 A5.1 These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. provide blocking for Drawing Status provide-lAocking-for bracket attachment bracket attachment (typical) (typical) ---- ----------------- --------------------- -------------------------------- -------------------- - ------------------ 1I rr I r I r r3 2x6"Jack (2)2"x6" (2)2"X6„ (2)2"x- 6 Jack Post jack eader(3 1/4'x11'/” Ivl h /4'x117/"Ivl header \ I III Issued (1)2"x6"- \ / , L;7 "Ivl header i jack (3)2"x6"/ l 1 -� L Construction jack C1 H1 C1 I shower toilet x i drain abovb,; i exterior wall Fv I above I � I ( v� I I � floor (1)2"x6"- Joists jacko 0 0 21'-84" FO zo Ffl I I F E I M I a, co I m t m I u �_ l m > ) I 16" � rn CM -> Q az F ,� ° ,-L- Timberstrand Dates LL C LC LL _� I >0 a3 Cn I Cn 0 I ZD coo �r - E m o :!IE o — o — — m M v M v o �' v 13 I 13 j m z I (� Timber strand cross 16I ock'ng1 10/23/19 Issued for Construction X x a> "J Q X l arim joist N cC p MCD M I vf- .�O I I I ---- I 2'-414-3 i exterior wall (1)2"x6"- I 6'-8" jack [�ti rtt I post from post from post from post from — -- N above above above I above Parallel ' HUC616 hanger I I - - (3)2"x6" " (1)2"x6"- (3)2 x10' 9 � -----_ post , Rim Detail HUS412 han er ----C2--- - [L(3p)2"x 6' ------ ---- _.. t jack ----—-- / --------- g ---- j low hdr. - ---- - -/ ---- ---- - st (3 ,1%4'x117/$'Ivl ---- JI No. Date Description _______ __________________------------- (3)2"x6'/ - - --- Not To Scale --------------------------- ---------- low header — 1 2' 6 post ( ) Project C2 jaclt see parallel rim detail I I I cu C, f i same sheet i i \ N open to above - �, i Proposed 12"x6" I I M —(1)2, Residence 6____ __ --_ - __ _ __ ______ ______ yr- (jack jack (3)2„x6„ - post / I - 2 2"x6" 2 2"x6" I 0 o O O I 1 jack jack sh For dry ner I (3) 4'x11%”IV[ hdr. � L- provide blocking for above - , r _.. p - bracket attachment provide blocking-fo `J 14"TJI-360 F.J. at 16"oc I( 2 10" dr. (3)2"x10"hdr. (typical) glass enclosure 38 " (3)2"x6" _ -' ADF (14 length) N o I I (3)2"x6" (typical) 2 1%"x14"Ivl flush beam Post - _ - -- - -_ � i (post 18"� ri _ _ _ 4 = __ _ _ _ _ _ c1)2"x6" PLAN KEY NOTE SCHEDULE � jack jack (3)2"x6" Ventures , LLC ID(3)2"x10"hdr. 2"x6"ledger secured to I I toilet / post 2'xT C.J. 2'x6 C.J. I I „ above; at 16"oc wall studs with 1/4"x 4" at 16"oc ' I H1 (2) 13/4"A 8 Ivl with (2)Y x 18 steel plate ' (4'length) 9 � la screws at 16"oc (6'length) i i flitch beam header 17877 Soundview Ave. continuous(3�fi�4 x-9T )i—lv-t�e e j\ (1)2"x6" i , -- ------------------------- _ I I (see assembly detail, same sheet) jack -------------------------------_ _ _ _ _ _ 6"x6"treated Southold, NY - - ------------------------------- ----------------_------------�_------- - - ----------- ------------- -- ------------------------------ post (2)2"x6" (2)2"x6" (2)2"x6" 6"x6"treated 6"x6"treated 6"x6"treated B1 (4) 1%4'x20"Ivl flush beam (22'length), jack post jack post post post fasten beam with two rows of 6"long SDS; at 16"oc each side of beam,stagger fasteners on the second side of beam, so (3)1%4'x117/" Ivl low porch beam they fall halfway between fasteners on Jurisdiction with double 2"x6"top plate above first side of beam, 2"from top&bottom of beam.A B bTown of Southold A5.1 A5.1 C1 foundation 7"x 5 Y4'versallam posts down to Suffolk County First Floor Structural Plan _ - .. 7"x 5 Y4"versallam posts down to girder Drawn B -1/4.. - 1 -O C2 below Y M.A.M. pChecked By: plan north M.A.M. .4 Job No. 1922 Sheet Title : ! 2'-0" 1/2" dia Machine Bolts First F 00 N 2 Structural Plan N Steel to be painted all sides with a rust preventor prior to beam assembly Sheet Number : Typical Flitch Beam Detail Not to Scale Z3 ic c-a c r 1 n a Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAlA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without A B the expressed written consent of the architect. A5.1 A5.1 Drawing Status ---------------------------------------------------- (2)2"x6" (2)2"x6" (2)2°x6" ( )2°x6„ (2)2"x6„ (2)2"x6" (2)2"x6" (2)2- (2)2"x6" (2)2"x6" (2)2"x6" (2)2"x6" jack post post ck jack post post jack jack post post jack I I I I I I I 1 I I I I Issueci (1)2"x6"— continuous(3)1%4'x9Y2'Ivl header I continuous(3)1%4'x9%Z" Iv l header continuous(3)2"x10" hdr. . jack s ; Comse' ructi ,-kn ix prclvide blocking for ti I (1)2"x6"— i --fass closure U (typicl, U jack I o / \ o I io ifl s Dates U io U ifl o � o 10/23/19 Issued for Construction U X .� o o X ..� O (V CV to L O f6 O7 • C � N U zo —(1)2"x6" -- I jack X I O I (2)2"x4" I x p iv (3) 1%4'x 9Y2'Ivl ost\ M ------- Z (2)2„x_10" (1)2"x6"—11 low header I flush header \(1)2"x6" jack _ ' (2)2"x4" = jack CD 0 N I I post o M v 2 X N X cV n n (1)2"x6"— `�(3)2 x10 2"x10"C.J. ^1 `' jack - -— -- —(1)2„ 6„ No. ate Description low hdr. /� at 16„oc �C jac --------------------------------- ________________________-_____ (6'length) o Project U - O —_—._ (0 Proposed I 1 2"x10"C.J. at 16"ocd zo (16'length) � = Residence ---- ------- .?< u • CV n 3)2"x6" 2"x10"C.J. - ---- For at 16"oc post \\ (8"length) —� C' j /7X I continuous(3)2"x10"hdr. ADF 17 2"x10"C.J. at 16"oc (16'length) �N^, continuous(3)2"x10" hdr. 77 T�L ' post E7 (2)2 x6 (2)2 x6 (2)2"A" Ventures LLC /Y (3)2"x10"hdr. (2)2"x6" (2)2"x6" (2)2"x6" (2)2"'x6" --------- jack post jack % i ' jack post post jacknO 17877 Soundview Ave. (1)2„x6„ jack �--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------ Southold, NY � I � (2)2"x6" (2)2"x6" (2)2"x6" jack post jack Jurisdiction A B A5.1 A5.1 Town of Southold Second Floor Structural Plan Suffolk County 1/4” = 1 '-O" Drawn By: M.A.M. plan north Checked By: M.A.M. Job No. � � �r •' - } ;j �'' �j 1922 e. P _ 1w 0-,1 Sheet Title Seco- "d Floor Structural Plan Sheet Number : � T Solar-Ready Zone Notes: pp sect. U103.6 interconnection pathway �� M contractor shall allow for a pathway to route sect. U103.1 -general conduit from solar ready zone to the electrical roof orientation is approximately panel or hot water system 164 degrees from true north (see diagram, same sheet) sect. U103.7-electrical service reserved space MiC: h4-aEA the main electrical service panel shall have reserved sect. U103.3-solar ready zone area space to allow installation of a dual pole circuit breaker min. of 300 sf area dedicated for future solar electric installation and shall be labeled r' to future solar panels "for future solar electric". The reserved space shall be (area shown =300 sf) positioned at the opposite(load)end from the input A. �� i tek ^(�� sect. U103.4-obstructions feeder location or main circuit location. solar ready zones shall be free from obstructions, including vents,chimneys, etc. sect. U103.8-construction document certificate 21 Main Street Stony Brook NY 11790 sect. U103.5-roof load documentation A permanent certificate, indicating the solar ready zone The roof is ort designed to support and other requirements of this section, shall be posted g pp near the electrical distribution panel,water heater or phone. 631 686-6585 the additional live and dead loads other conspicuous location by the builder. fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. A B Infringements of the concepts and design ideas A5.1 A5.1 presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, "C no part of the plans may be reproduced without J the expressed written consent of the architect. LL 0 Z 22 rake overIn an g Drawing Status X16" fascia overhang 2"x6"rake outriggers t16" fascia overhang CO at 16"oc = N IssuedfU--% r I , L r (6 I 1 T - T _________________ __________ __ __ ___ , IF________ __________]I ] I IF_____________]1 T _______]IIF__________ __], __ ___] __________ ]LL - 1 tn� . l la � --------�-----____----LL----------------- CC-Mstruction I , ; 1 i , L � � � � � I ; L tl, l 12 12 -=, ; N �. 12 F a I i i � � Q i i i i ; I � I o overframe I i ° 2"x10" R.R. \ I ! I o _ at 16"oc j overframe I j L solar ready zone c 15-6 1 - --------------------�_________�------------- g 2 x10 R.R. _ I L___________________ J L--_-_____J ' 2'-s" ! - , 1 � g ; 1 orientation diagram ° �� at 16"oc ! may a) D\ Dates LL - I L " I N I N a 2 " I N 10/23/19 Issued for Construction I ' TL I i:V X -C d i J 'o ,-I- t I j j j ! cricket flashing i I i jj' L I I I 1 I 1 I I I I I j 11 I I I 1 I 1 I I 11 I ul I I x 1 1 /8" j Ijvl r Jd g e b o a rd i, F_'� 1 , ------------ tnj I"1 ; o t' II ! NI Er O E 7 0 a) r it - - {,Co CL n L i `° L ^°' '' ' No. Date Description --- - - -- -- --- - -- - -- _ a� \� 4 U . . o '. Project vo S l a) o ,Co E a �� ,4' �l a°i 1 2 O X v� is - .. . .. .Cc j a' x v 1` I. SOLAR READY ZONE °' o N iv I \\ .; 2x12 flat sleeper `v Fastening Requirements on ❑ Braced Wall Panels as per Table R602.10.4 of the 2015 I.R.C. f t� BWL B BWL A Method CS-WSP: 60' As per table R602.3(3)exterior sheathing attached with 8d common nails - spacing between BWL A-B (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field. C ,� full-height blocking I Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. 1 n --va continuous along length continuous rim of braced wall panel (see details,this sheet) or band joist perpendicular framing I Method GB: Avrch itE�� ct I IFasteners as table ad at s"o.c.along 16°oc for screws. Nails Ro be 13 ga.8,3/8'tltong 9/64°head, 0.098"dia.,nails, -8d at 6"o.c.along braced wall panel I 21 Main Street Stony Brook NY 11790 1 686-6585 braced wall panel 7.0'wide B.W.P 2.8'wide B.W.P method CS-WSP method CS-WSP 1 1-1/4"long annular-ringed, 5d coolers or gypsum board nails 0.086' la. x 1-518"long 9/32"head.Screws to be 1-5/8"type W or S. -braced wall panel braced wall panel - - - - - 6786 -- I e. p on 63 --- - - -- -- - - - - net 3-16d at 16"o.c.along 4.0'wide B.W.P I --- - - _ - --- method CS-WSP 16"o.c.along - -- ---------411" - 3-16dbrace at 9 - - - -- .com 3 0'wide B. braced wall - - - - web MMArchltectAlA method CS-WSP -- braced wall panel - �- ------ n -_ ---` _ N email MMacrina@optonline.net Ine n These lans are an instrument of service and are erpendicular framing - m pp _ i full-height blocking Braced Wall Legend : the exclusive property of the architect. --continuous rim Continuous along length I I Infringements these the concepts and design ideas or band joist I presented on these drawings shall be prosecuted of braced wall panel ❑ ❑ ❑ ' I to the fullest extent of the law. Copyright 2019: FIGURE R602.10.8(1) I I Michael Macrina Architect, pc. All rights reserved, king-size i 20.0'wide B.W.P E-.�-5'-2 "-� Indicates spacing between braced wall lines the part of the plans may be reproduced without ICED WALL PANEL CONNECTION WHEN O I method CS-WSP the expressed written consent of the architect. 10.0'wide B.W.P I �r `� N ENDICULAR TO FLOOR / CEILING FRAMING method CS-WSP v ❑ j _ 8 36'x96• � J Indicates braced wall lines Drawing Status ...... ... I tape shown 1 Q ❑❑❑ ------ , I m - ❑ ❑ I I - - - - - - - additionalframing ❑ - Indicates braced wall panel member directly above full-height blocking _ braced wall panel at 16"o.c.along -, pus nm -- _-- _ c Issuedfol >ist braced wall panel I -- -- I U n., __________ I � f` braced wall ane ---------------- ---- �,, i B.W.P. p J U) c.alongtoe-nail 3-8dnailsat I I I • 8d at 6"o. each blocking member - ) 1 braced wall line intersectionConsi. � l c.alongI ❑ II panel braced wall panel 17.0'wide B.W.P I II i method CS-WSP I f I = Ill panel braced wall panel braced wall panel I ❑�❑r1 indicates holddown L 6.0'wide B.W.P 3 16d at 16"o.c.along - - -_ _ - - _ method CS-WSP 3-16d at each - braced wall panel blocking member M _ 6"o.c.along 1 1_ 1 311 panel _ - m 3.2'wide B.W.P 9.0'wide B.W.P 3.5'wide B.W.P 1 method CS-WSP I is rim additional framing I -, ❑❑ ,, method CS-WSP method CS-WSP I F I RST FLOOR B RACED WALL CALCULATIONS 2-16d nails each side Dates st member directly above full-height blocking braced wall panel at 16"o.c.along "`--�------�- --- - �-Y-- -��� '----------- braced wall panel SCHEDULE as per 2015 IRC, section 602.10 \ / - I 10/23/19 Issued for Construction 5.0'wide B.W.P Code 1 2 FIGURE R602.10.8(2) Braced Wall Line A B method CS-WSP Section ;ACED WALL PANEL CONNECTION WHEN ARALLEL TO FLOOR / CEILING FRAMING Bracing Method table cs-wsP cs-wsP cs,-wsP cs-wsP 602.10.4 Min. Panel Length table 30" 38" 3 "/30" 38"/30" 602.10.5 First Floor Braced Wall Plan Braced Wall Line Spacingipe60.0' 60.0' 51.0' 31.0' Required Bracing Len th 25' 25' 113.4 13.4' q 9 9 Wind Adjustment Factors plan north 1. Exposure category 1.00 1.00 11.00 1.00 No. Date Description 2. Roof eave to ridge height 1.15 1.15 11.15 1.15 rm III 3. Wall height 1.00 1.00 11.00 1.00 Project 4. Number of BWL per directior 1.00 1.00 11.00 1.00 5. Additional holddowns n/a n/a n/a I Proposed 6. Gypsum omitted n/a n/a n/a n/a 7. Gypsum board fastening n/a n/a n/a n/a Residence average adjustment factor 1.0 f26.0' .0 1.0 1.0 Adjusted Braced Wall Length 25' 5' '13.4' 13.4' For BWL A BWL B Bracing Length Provided 27.0' 28.9' 16.8' 60' - Compliance(pass/fail) pass passT-71 I pass pass ADF spacing between BL A-B I W SECOND FLOOR BRACED WALL CALCULATIONS II per IRC section 602.10 Ventures , LLC5.0'wide B.W.P 12.0'wide B.W.P 2.5'wide B.W.P SCHEDULE as p , 2.3'wide B.W.P method CS-WSP method CS-WSP method CS-WSP method CS-WSP I J Braced Wall Line Co ction A B 2 17877 Soundview Ave. ---------- _ op Bracing Method table cs-wsP cs-wsP CS-WSP CS-WSP Southold, NY 602.10.4 i table Min. Panel Length 602.10.5 27 27 27 27 11.0'wide B.W.P ❑ I er method CS-WSP Braced Wall Line Spacing plan 60.0' 60.0' 31.0' 31.0' Iking-size i - � �� ',I � bed shown ^� �p �' I table � "`�tl [b,d Sie ❑ I Required Bracing Length 602.10.3(1) 13' 13' 7.2' 7.2' Jurisdiction ' I i❑ L._...I shown 11.0 wide B.W.P 9 a method CS-wsP I I� ❑' m table Town of Southold Wind Adjustment Factors 602.10.3(2) _ i --_--- _---- M 1. Exposure category 1.00 1.00 1.00 1.00 Suffolk County '❑ -- 2. Roof eave to ridge height 1.15 1.15 1.15 1.15 c 0.95 0.95 3. Wall height 0.95 0.95 _ c6 Drawn By : r N (n 4. Number of BWL per directior 1.00 1.00 1.00 1.00 __ _ __- _-_ - - ❑ I 6.0'wide B.W.PM.A.M. i i -= a ❑ I method CS-WSP 5. Additional holddowns n/a n/a n/a n/a �. I 9ueen-size bed shown 6. Gypsum omitted n/a n/a n/a n/a Checked By: ------ ----- ___"_- = 7. Gypsum board fastening n/a n/a n a M.A.M. i �8•fit }� } .. Y w ' average adjustment factor t x Job No. 8.0'wide B.W.P I J 1.0 1.0 1.0 1.0 y ' , x _ 1 method CS-WSPI 1922 -`❑__a - - - - - - - - - - , -�- Dp Adjusted Braced Wall Length 13' 13' 7.2' 7.2' ;✓• f.�N %j L 10.0'wide B.W.P_-_- 2.8 wide B.V�I P , method CS method CS-V)I Sheet Title i- I ❑� t ;; _ _ Bracing Length Provided 19.0' 17.0' 22.s' 21.8' O - - - - `---------------------------------- -- ----- ------------------------------------------ Compliance(pass/fail) pass pass pass pass - - - / p � B race Wall Plans I 5.0'wide B.W.P method CS-WSP Second Floor Braced Wall Plan Sheet Number : plan north '" Fastening Requirements on t_ M Braced Wall Panels as per Table R602.10.4 of the 2015 I.R.C. BWL A BWL B `' ` Method CS-WSP: 60' As per table R602.3(3)exterior sheathing attached with 8d common nails spacing between BWL A-B i C full-height blocking (0.131"shank x 2.5"long}at 6"oc at the edge and 12"oc in the field. KA h I continuous along length I Interiorsum board attached as per table R602.3 1 with 1-1/2" alvenized continuous rim of braced wall panel gyp p ( } g r n ;a or band joist roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. -a perpendicular framing (see details, this sheet) C /krch ic 8d at 6"o.c.along 8d at 6"o.c.along Method GB: braced wall panel braced wall panel Fasteners as per table R702.3.5 at 8"oc at the edge and in the field for nails, 7.0'wide B.W.P 2.8'wide B.W.P 16"oc for screws. Nails to be 13 ga. 1-3/8" long 19/64"head, 0.098"dia., braced wall panel braced wall panel method CS-WSP method CS-WSP I 1-1/4"long annular-ringed, 5d coolers or gypsum board nails 0.086"dia.x 21 Main Street Stony Brook NY 11790 -- -- -- - 1-5/8" long /32 head Screws to be 1-5/8 typeW or S. 3-16d at 16"o.c.along 3-16d at 16"o.c.along 4.0'wide B.W.P phone. 631 686-6585 braced wall panel braced wall panel I -- -- - _- _-- --. - - - - I 3.0'wide B.W.P method CS-WSP ---- .. method CS-WSP fax. 631 686-6786 - ------------------------- n -- - emal . acrina@op tonlne.net----- - --- perpendicular framing J web. MMArchitectAIA.com continuous rim full-height blocking or band joist continuous along length ;F ; L I m These plans are an instrument of service and are of braced wall panel I I Braced Wall Legend : Infringements of the concepts and design ideas p I the exclusive property of the architect. FIGURE R602.10.8(1) O�Im ❑ I presented on these drawings shall be prosecuted I to the fullest extent of the law. Copyright 2019: BRACED WALL PANEL CONNECTION WHEN k'n9-s;.e I I r Michael Macrina Architect, pc. All rights reserved, _..,. �� bed shown , 20.0 wide B.W.P + 1r PERPENDICULAR TO FLOOR / CEILING FRAMING 10.0'wide B.W.P �-5-22'-+o Indicates spacing between braced wall lines no part of the plans may be reproduced without �� m I method CS-WSPthe expressed written consent of the architect. method CS-WSP ;t ... Q p I C N I I 0 ❑ , tnhle sh^wn `---------- I J - - Indicates braced wall lines Drawing Status /-additional framing t ❑ ❑ I I m member directly above continuous rim braced wall panel full-height blocking M or end joist at 16"o.c.along -0 - - - - - - - - Indicates braced wall panel braced wall panel ( _- ___ _, rn mt! toe nail 3 8d nails at I -- - - - ___-____ ---------------- ---------- '' I U ----------- 8d -- _ - Issuee f 0 i I� .I a B,�/.P, braced wall panel at 6"o.c.along 8d at 6"o.c along each blocking member 1'j rn braced wall panel braced wall panel I p P i i i l i l l l l � IIS II method CS-WSP I - - r �', . 17.0'wide B.W.P I - i - braced wall line Intersection C o n s c r U C l braced wall panel braced wall panel braced wall panel _� 3-16d at 16"o.c.along 3-16d at each I 1 I - _ - _ - ❑_7(� 1 I I li 6.0wide B.W.P indicates holddown 3-16d at 16"o.c.along braced wall panel blocking member �- braced wall panel I I kA L4 - I I I 1 W -- - - - method CS-WSP - _ 2-16d nails each side _ _ I _I r ; 1 _ - -_ o -- - l - - i co continuous rim � 3.5 wide B. - additional framing � r 3.2'wide B.W.P 9.0 Wide B.W.P _ - _ - I or end joist member direct) above full-hei ht blockin N method CS-WSP I I m method CS-WSP method CS-WSP braced wall panel bracedwalapane9 �_ _ ' '' I FIRST FLOOR BRACED WALL CALCULATIONS �------------�--------- __�� ---------- Dates FIGURE R602.10.8(2) I i SCHEDULE as per 2015 IRC section 602.10 5.0'wide B.W.P ' 10/23/19 Issued for Construction BRACED WALL PANEL CONNECTION WHEN method CS-WSP Braced Wall Line Code A B 1 2 PARALLEL TO FLOOR / CEILING FRAMING Bracing Method 6table CS-WSP CS-WSP CS-WSP, CS-WSP Min. Panel Length 602 30" 38" 38"/30" 38"/30" First Floor Braced Wall Plan Braced Wall Line Spacing per 60.0' 60.0' 31.0' 31.0' plan Required Bracing Length 60table (1) 25' 25' 13.4' 13.4' table plan north Wind Adjustment Factors 602.10.3(2) 1. Exposure category 1.00 1.00 1.00 1.00 2. Roof eave to ridge height 1.15 1.15 1.15 1.15 No. Date Description 3. Wall height 1.00 1.00 1.00 1.00 Project 4. Number of BWL per directior 1.00 1.00 1.00 1.00 5. Additional holddowns n/a n/a n/a n/a Proposed 6. Gypsum omitted n/a n/a n/a n/a 7. Gypsum board fastening n/a n/a n/a n/a Residence average adjustment factor 1.0 1.0 1.0 1.0 Adjusted Braced Wall Length 25' 25' 13.4' 13.4' For BWL A BWL B 1 Bracing Length Provided 27.0' 26.0' 28.9' 16.8' 60' �I I spacing between BWL A-B I Compliance(pass/fail) pass pass pass pass SECOND FLOOR BRACED WALL CALCULATIONS ADF 5.0'wide B.W.P 12.0'wide B.W.P I 2.5'wide B.W.P Ventures , LLC. 2.3'wide B.W.P method CS-WSP method CS-WSP method CS-WSP SCHEDULE as per 2015 IRC, section 602.10 method CS-WS N ------------------------- Code _ - - - - _ _ _ _ - I _J Braced Wall Line Section A B 1 2 17877 Soundview Ave. 3: tale C0 Bracing Method 602b10.4 CS-WSP CS-WSP CS-WSP CS-WSP Southold, NY table x Min. Panel Length 27" 27" 27" 27" 11.0'wide B.W.P 602.10.5 ❑ method CS-WSP per kin,-s,=eI I Braced Wall Line Spacing lan 60.0' 60.0' 31.0' 31.0' I bed shown I - J � j o ❑ I table Bracing Length 602. 0.3 1 13' 13' 7.2' 7.2' Jurisdiction.P I11.0'wide B.W method CS-WSP ® ra I I C Wind Adjustment Factors 602 03(2) Town of Southold ____________ 1. Exposure category 1.00 1.00 1.00 1.00 Suffolk County a, 2. Roof eave to ridge height 1.15 1.15 1.15 1.15 -= a ' L) 3. Wall height 0.95 0.95 0.95 0.95 _ ___ _ -__ H6.0'wide BW LJ n I 4. Number of BWL per directio Drawn By: 1.00 1.00 1.00 1.00 r; ❑ method CS-WSP M.A.M. ,�� ^--- En Si e I 5. Additional holddowns n/a n/a n/a n/a ��,.� ,.i I ____----__-________-_-_ - u bed shown �y & 6. Gypsum omitted n/a n/a n/a n/a Checked By: - 7. Gypsum board fastening n/a n/a n/a n/a 8.0'wide B.W.P - i I u M.A.M. I � I �- average adjustment factor method CS-WSP I r - - Job No. -I , , 1.0 1.0 1.0 1.0 �, IL I 110.0'wide B.W.P____ 2.8'wide B.\/V.P m Adjusted Braced Wall Length 13' 13' 7.2' 7.2' 1922 I I- method CS-WSP method CS-Vy3F' aim 110 - - - - - - _ _ _ _ - - -_-______ i Bracing Length Provided 19.0' 17.0' 22.8' 21.8, Sheet Title : I 5.0'wide B.W.P Compliance (pass/fail) pass pass pass pass method CS-WSP Brace all Plans Second Floor Braced Wall Plan - Sheet Number : plan north eii) In custom aluminum surround 3"thick bluestone cap M' i, thin stone veneer to be metal cricket flashing selected and installed as -_ o� - - per mfr. specifications =_ _- �., KA� i h . 12 KA a c'. 1 12 metal flashing it Atrchect - �, -1-.-i 1.: !-�; - 9 1 2 ,- '>-1_1� I.1rI.I1�- -� , 1'l !.II.i1 1- 1 12 f � I" .I,I.I I-;1 -1 I',I,l , � I-� -I I 1 I�I��1,3 �; �� ,1.11I1 ] 1a , I�__ �1-I�l 11 Ill I. �,:. #-1�iI I -1� �;.I I-Il I.- Typical Roofing 21 Main Street Stony Brook NY 11790 1 . 7q 0 11 T I. 1I_I 11 ] !r : -12 �� II 1 i� ��f -, 12 > II I_ i r Typical Roofing � _ � I_�- � _ � TI!�-Il 1'_I a1�1 �� � I'I I. I I ' � ���,,_ - I ., 1 I,i 1 1.1'1:I ,l•1 L_ -12 1! 11 <,�. [ I 1 - 1� i}I 1 : — x.11.-, I phone. 631 686-6585 T , I I ,1 1 �.! ' ! !,11 ; 1111 ! !, , r* -I 1_ I !: 111. !Il.Ill I i 11 Illi Ill Ill�.i I T I l!; fax. 631 686-6786 9 1 1 1 �_ 1., ll , 11� 11 i. I l .I,a I � I ll l °' email. MMacrina@optonline.net -!,I I I 1 l--�1 l ! Wood Corbel (T deep x T tall x 5 1/2' wide) I I I_} i� II Sidiri ]I i 1-I ]_ _ -.�; _L_1= -,I -- - ;1. I: . I I I. _. I ! - 11 11. 1,11 1 _ IiITI --_ _ .�i�`_ ' rowoodmarket'#20T1 smooth finish web. MMArchitectAlA.com T Ia � 1- �� llI7I.I_I =1.1 ,I,1- P o, �g -' }--�-�-1.1.x.la� l ,�- r� .r „ „ = l_III II I 1 I= 1!- (9 total, 24 oc) W These plans are an instrument of service 5 1 ��I=1, P and are 11-;❑� I I� - ❑ _I 11.-11 1.11. /a x4 tapered drip cap _ - ! 1 'n v Blind metal step the exclusive property of the architect. 1�1, 1 - - - - with alum.cap flashing ”'= r=� l_1 1�_.'_=ll --1�-- i ; L , I .I=I-� � L-Li. - 1, .,1.. P 0 P P v I -1.1,,1- I �,�� _1;1 1.1.;,1-I I 'i ,- _ L,,l l,l.1_ = rll 1 ! 1,] =E 1,I i i _l I ,1 flashing,typical Infringements of the concepts and design ideas _'; _- - - 1 = _ align bottom of ca with 1 0 =-, 1.1 1, -,1 1 ! �,�.,--,, i=-1 I I-!=, i' i resented on these drawings shall be prosecuted ,:, l- .1.1 I 1- =TI; k . . 1 T 9 P ]-,11,i - M= _,G-=1-moi;1.- -1.1!�I-_, 1-= --=--. -- - -1_l-- I �; - l-T el. +8" I at all wall to roof E o the fullest x g P _I.1 1.1 _1 L_I ,,-..,.-1,l I••a._� . 1 _ �I ,. �, _ soffit board as shown ,- !I--',. 1.I 1, :: ,-,, ,-I - 1 ,,,,I =1' i I st e tent of the law. Copyright 2019: l t .= Intersections I I �, I I I i � ' � I - !- I ,._L_l.; -,i '.� -' 1,�_=h-L!-�-1_�-�-1 i.��� 1._,I_�:_,I!�i .1-:� � I I i �T- ,� ''I !�1 ,' -�''y Michael Macrina Architect c. All rights reserved � 1 .7, !1 I I l ;_>� III; , ..,: lit, . _,.,� ;�,��- - �� �❑�,_, �...�-,]! ,.1.I� G,1 I. I. >,.... - T - 1 C "-�1- , ~ '-f T1" 1-.; -1 -l' ,_ - - - =Imay be reproduced without -1 1 I !-' _ no art of the plans Y P -[Y- 1.1 I ,1 , ,. - _.s� , �- - -�-.1 11.,.; .1.1, 1-.,-1.I.1 �I�i� I P P �� ❑ T 1 =l 1 11 .1 SECOND FLOOR r` 1 T 1 T J i ! - 1,' I - - the expressed written consent of the architect. � � I ,.: j - - - -- PLATE 1�i � � 113i .I_I I 1 1.1 l..i� �I� 1I�1 1�, i I P I I I I I -- - _ - I I I ! ! 1 T i I 'i l 1 111 I I 'i I i I : , � ' , }�-! - , � I I I ! ' _ -17�I _ .,.1 , �.1-l.l, ,1 �-1-1-1- ,� - T I_1���,1-�. 1.I, J. �� ,�,�1�� -�I 111 . - I I l 1 l I 111 11 r l, ! L]L , I i i I -! i-�!-1 1 L tj_ ,-1-I-� � , ;1_-T I -. - 1_, I-1_ ! 1 .I I ! I -I.I= Drawln StatusI❑ lI I1i! 1 =, ta,_,I.I- l 1-� L - :,.. , . T ! I �111 g 1 11= I., el. o _ _1 I T ! ; 1 1-,. ,.I-1 ;I- i-1 ,i1=�-,I ]_.1_�i.l_ 1 I!--; l.:..111. ! - - _�-1 ,I �_=,-.I., 1= -- Lill[I-! ;l'�, T - I - - I I � '' - - '- ' �� , I., y 11� ` } _,,1 �-1-. I�, ❑ �;., 11,1., l�l;`I i I.I i! 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InmmTmmrm !hill I lil I T I 11 I I' I , i I I 1 I I i -TSTTrTTTT! , rTTLfft]TT�TT.RTTiTTT:'f'f,TT't?r'TiT T'T'i'T!TTTrr'T TfT:TfT'TT11T177)7)�','Tl"Rlm'TTrrfTRrrR I TRT:rITTTCiT,TfR'TTirTTTTT'TTTT'ITTSTCTTSTTTITP.Ti TTITtrRTI]TirTill '-r^r-r-r,-rrrrrrT��_rr•�T-T-r--r.r_r-T+,-rnrrrtrTrrrr-rmmrrn'm'Tmrr�T-TT-T-T�r-rr-..rT-,-rr- -,-rrt-r-r-i-r�r,rrrrTrr rTmr�TT-T-T'r rnrT�rrr-T-_.r-r -r^rr,-T-rrr-r j I I I I I I 1 1 II I o Wrapped column enclosure i i Wrapped column enclosure I 1 I I I (see detail, sheet A4.2) I l (see detail, sheet A4.2) 1 1 I 1 I 1 I I I I I I I I , No. Date Description 1 I I I I I I I 1 I---I I \ / Project 1 1 I I I I I I I I Proposed I I I I I 1 I �`____________ _______________ --------------------------------------------___________� 1_______—__ 1_J------------------------------------------ L A-------------------------AResidence -i r m r-------------- r-----------------------------r -----------------------------------------�� L--------------- --------------- 1 1 __________________________________________________J L___________J--------------------------------------------L___—___________L_____—___________—___________1—____________________—_____1__—_—_______ __—____________------_J Left Side Elevation Front Elevation TYPICAL ROOFING TYPICAL SIDING For west side 1 /4” = 1 '-O" south side Architectural Asphalt Roof Shingles Nantunket Grade Valibec'16"White Cedar Traditional Shingles 1/4" = 1 '-O" to be selected installed as per the manufacturer's specifications over 30#felt paper, continuously wrap up all over Henry Blue Skin VP-100 ADF adjacent wall surfaces a min. of 12". over 1/2"CDX Sheathing over 1/2"CDX Plywood Sheathing Exposure Ventures , LLUnderlayment t5"exposure to the weathershingles are to be installed over cedar Finish breather matrix over: To be selected by client. 17$77 SOUndVI@W Ave. • Field Fasteners GAF deck armor Attachment for each shingle shall be held in place Southold, NY • Eave and Rake by two hot-dipped zinc-coated, stainless steel,or Install (1) Layer of Ice&Watershield(self-adhering aluminum nails or staples.The fasteners shall be polymer modified bitumen sheet)from the eaves long enough to penetrate the sheathing by a min. edge to a point at least 24"inside the exterior wall of 1/2"and shall not be overdriven. line of the building. Staples shall not be less than 16 gage and shall have a crown width of not less than 7/16", and Sheathing the crown of the staples shall be parallel with Jurisdiction Y2"CDX plywood sheathing with the butt of the shingle. Installation Town of Southold Ventilation The bottom course shall be doubled. not required (hot roof design) Suffolk County Fasteners EXTERIOR TRIM All Fasteners are to be corrosion-resistant with a minimum penetration of 3/4"into the sheathing. Drawn B Material Y Use (6)fasteners for each shingle. �� All Exterior Trim Boards are to be'Azek'or equal. M.A.M. .,, Installation Install as per manufacturer specifications: Checked By GUTTERS -Install 2 fasteners per every framing member M.A.M. for trim board applications. All Gutters are to be 5"Half Round Aluminum -Install over flat, solid substrate. Job No. ,- , f' with round leaders, color to be selected 1922 ,''; l by client -All'Azek'Joints are to be Glued with `Azek'adhesive -Utilize 316 grade stainless steel fasteners Sheet Title FEE Trim Sizes: EXTERIOR PAINTING •Fascia Board : 1"xT Elev It- n$ Color to be selected by owner. •Rake Board : 'Azek' rams crown (#AZM-6934)over 1"x8"rake for all'Azek'applications •Soffit- 1"x6"'Azek'Yi'x 5Y"bead-board soffit - Front All exterior trim boards are to be filled and painted. -run parallel to house under all flat eaves Utilize a minimum of two coats of a 100% latex- -run perpendicular to house under all sloped rake overhangs acrylic semi-gloss with a light reflective value(LRV) - Right of 55 or higher •Frieze Board under Rake : Azek rams crown (AZM#6934)over 1"x6"over 4" pack-out •Frieze Board under Eave(first floor): Azek rams crown(AZM#6934)over 1"x8"over 4'pack-out Sheet Number : •Frieze Board under Eave(second floor) AIq AR Azek rams crown(AZM#6934)over 1"x8"over 4"pack-out •Window Casing-V4'x 4" In ' •Window Sill-AZM-6930 91 MiCh --a' � l _ r� na 12 �� M . 9 12 12 Architoct Typical Roofing i.iJ Ll,I.1 . .:1 i a-., - _ =--- 4 - ' _I� i_� I,1�JI .� 2 � - i , - �1-1,-i l,, Typical Roofing 1�1 � JAI k;1, 1 2 - - 21 Main Street Stony Brook NY 11790 I_] 1i ' 1__11 11 I .-1, II_.: �.�_ 12 Typical Roofing I ; rd I' tI -- - hone. 631 686-6585 _- p !' _. t---!�1- -, I a UL I 1-1-1 1 fax. 631 686-6786 `cKet�catt;- i 1I T�L_=2 II ll-"1 � '1 STI 1J1- 9 = T T.1. I I Wood Corbel(7"deep x 7"tall x 5 1/2"wide) email. MMacrina@optonline.net I 11 c� 1 L I 1�4 ]�] J I I I i,l Jfpical hiding I1-'I J,1 ] -11 J i l l,l t prowoodmarket'#20T1, smooth finish 11 =i-- [I_- - ' �; _; I; i,; ; a ., 1.1 ] .J.-1 1 I1 i.I !i I. 1 I- s T I l = � I J--1 ' web. MMArchitectAlA.com i _] I (9 total, 24"oc) l. I ,.�I�-,� r ,_I I,T] I i- -i- - /4'x4"tapered drip Cap _I = I I I These plans are an instrument of service and are -I,]--,--, i l-.;.. 1 h ,. I-�.- -� �l _. r' P 9 -, i o _=I ]. I J - �.'' T Blind metal step the exclusive property of the architect. _ T1- L T L .-,,LI J J.. . align bottom f capwith __-[ . _ I} °' iI T { Infringements of the concepts and design ideas L L_1 1 -Y r a o � II� L J I-1 i �.1., 11. , : i. 1.. flashing pial -1-L� ; _ ._ _ - -11 ] 1-h-IyI,f, 1 1 I_.j; ! I l,1 J- J.�.1,l 9 = -' - - _-i ! I' ry presented on these drawings shall be prosecuted I I; ; I j f,1_! I soffit board as shown - - - -' .I-1-� -'_ - i4,lr���°--„L ,L ,_11, to the fullest extent of the law. Copyright 2019: !; i 1.1. ., I .,, ,L-I-_ . .. at all wall to roof L - 11 L I, ., !.l--I j L_I ! i_ : I !. l- .I=,1;. ! i I i.I._L- , -.l.L- .! . _ (!- ,-: - - - - - intersections III. II � i � i i,.L�, ! A.� J 1 i � I.l �- _-_1_.1_._- �1 ITI I 1 _ '� Michael Macrina Architect, pc All rights reserved, _ } i i � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11�_ I i ' . 1 i_1 -,1 -$-el. +8" -LII.II a r- ,� ,}-, -1 �=r no part of the plansmay reproduced � ,. i - - � ��-�{, m be without T� i �T SECOND FLOOR - jlt-y, l 1 ill 1_, -4 j . .,i-r_,�.,j;-�,I i I.];3T, - I 1I i_ T - _ PLATE - the expressed written consent of the architect. _- Refer to sheet A6. 1 for S1 A6.1 strapping details at A6.1 22" 1 18 overhang all framing components overhang top of ride board top of ride board -a KA Y X I Y I t 1 Y I C A } X 1 n,_ i Yy�l`!�Y/`t _Y\ C r n -a Refer to sheet G-2 for itE) ct /krc 2 Insulation specifications � y, r l� �r1(, 12 , 2 : ! and d eta i is �';{ ' Y� 9 21 Main Street Stony Brook NY 11790 8„ 8" igalle Attic packlout 9 = 1 �� 'r r�, phone. 631 686-6585 P _ ,�� fax. 631 686 6786 rn �t-, I Attic I �, email. MMacrina@optonline.net web. MMArchitectAIA.com 1%4'x 18"Ivl flat sleeper over ceiling joists S2 " These plans are an instrument of service and are f16 _ f16 the exclusive property of the architect. overhang a; y �� f overhang Infringements of the concepts and design ideas to align �� to align presented on these drawings shall be prosecuted With 12 12 v with 12:12 to the fullest extent of the law. Copyright 2019: pitch \� tl itch Michael Macrina Architect, pc. All rights reserved, _ p no part of the plans may be reproduced without the expressed written consent of the architect. A6. 6.1 .Bedr #4 '� a� �.� � � 2 Drawing Status L Bedrm. #3 ; s Loft �' �' -� i _ UJ L CDsCL I v Issued i, 5 S8 r a r S8 °' L 12 ?61A6.1 L s . A6.1 �•flush beam > 1 ``24" see struct. Ian 6 6 ( P ) 1 224" 2" Consti � I (� overhang 9 -- overhang `•d 9 flush beam r Ca / (see struct. plan) Cal [ porch roof beam � � 12" 1, �(see struct. plan) r S12 cant. Porch A6.1 Porch Kitchen Laundry Dates Great Room o o Foyer �o � o v Room o 10/23/19 Issued for Construction 00 Co CL a -- CL Cn N ,n Y 1Y1 i '.1 )'} J,1 11,1 II S10 A6.1 �� E---typical girder L;. (see foundation plan) 1 I t I Unfinished - - No. Date Description ' � I I Unfinished P a o ._ a CellarCellar Project 3 3 Proposed 4 Residence For Section thru great room, foyer 8c loft s Section thru kitchen, bedrooms �#3 8� gf#4 1/4 1 *-0 1/4" 1 1-0.. ADF Ventures , LLC 17877 Soundview Ave. Southold, NY Existing House Air Earner House Exterior Wall House Siding Lap Air Barrier over Metal Cap Flashing Jurisdiction Install Ice BWater Shield Town of Southold underlayment over Plymod Sheathing to overlap onto tout dationabove wckingall terminate Suffolk County House Subfloor 1T above decking t: Rim Jost �11 Install Metal Cap Decking to he Flashing over Nailer selected Drawn By: M.A.M. c Checked By: /,l f c. 12"tliax4"Leg Screws a[75"oc � �!'�� .�.�r r� v�o' s: O to be ho[-dippetl gal, M.A.M. ¢L �;,; .,1C14 � k- 'i Job No, t >' 1922 4 Hot-Dipped Galvenized Hangers Te Sheet Title at each deck joist n7k1g"Pressure Treated Ledger Sectios Existing - Foundation Wall 117 di..,1i Leg Screviai at 15"oe to (\\`/ to be hot-dipped gall, ,F Typical Landing Ledger Detail Sheet Number : 3" (as per figure R507.2.3(2) of the 2015 IRC) (all floor joists run parallel to deck joists) B STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE . Table R602.3(1) of the 2015 IRC Contractor to contact local building dept. for required strapping inspection. FILLER BLOCK NOTE. This schedule does not Include nailing for metal framing straps (see section for strapping and requirements section for rough opening framing requirements). Y All nailing is a general specification it applies unless noted otherwise. Deck Strapping in ONE 16d Joint Descrition No.of Nails Nail Spacing required uplift force as per HIP Porch hh g Details TO FILLEp R SIMPSON STRONG-TIE RAFTER BLOCK THREE 16d ROOF& CEILING FRAMING 'CS20' Coil Strap table R802.11 of the 2015 IRC TO FILLER Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter over every rafter = 295 pounds BLOCK Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist 'n I SIMPSTR G-TIE 'HCP2' i C,--- h -a 4a 1 V, ((single h rafter) -NA 16d Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap .. (3) 8d Nails ° 'HCP4' (double hip after) u STAGGERED Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap �� ° o -a r ii n .-a 12"O.C. (3) 8d Nails (5) 8dx1-1/2" Nails ° �,r VERTICAL Collar Tie to Rafter (face—nail) (3) 10d common Each End to rafter ° ° RIDGE o � Simpson Strong-Tie Blocking to Rafter (toe—nail) (3) 8d common Each End _ O P " /krc; hitEE� ct BOARD ° � -ABA46 4x6" Post — Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter (2) 8dx1-1/2" Nails —ABA44 4"x4" Post ° to plates PLATE ti.• -ABA66 6"x6" Post WALL FRAMING ROOF %/ THREE 16d ROOF ° .• .. 21 Main Street Stony Brook NY 11790 TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16" oc RAFTER RAFTER °° SIMPSON STRONG-TIE 10d TOE- BLOCK o H2A at each rafter ' Top Plates at intersections (face—nail) (4) 16d common Joist—Each Side NAILED (575 pounds) phone. 631 686-6585 TO SOLE Stud to Stud (face—nail) (2) 16d common 24" o.c. ( ) / Typical Post Base SHOE ( ) 9Edges_ 5 $oxstud 2" Nails fax. 631 686-6786 Header to Header face—nail 16d common 16"o.c. Along Connection Detail MMacrina@optonline.net Rafter to Rafter Roof Rafter to Plate Hip Rafter email. MMArchit o A.co e.net Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud web. MMArchiteetAfA.com Bottom Plate to Floor Joist, Band Joist, 2 16d common Per FootS1 Connection Detail S2 to Wall Stud Detail End Joist, or Blocking (face—nail) ( ) _ to Plate Deta I I 2"x Ledger fastened the exclusive These plans are pe instrument of service and are to wall structure Infringements of the conceptsof the aandtdesign ideas FLOOR FRAMING presented on these drawings shall be prosecuted joist hanger Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist (5) 8d Nails 'Simpson' H2.5 A g Mi the fullest extent of the law. Copyright serve (600 pounds) Michael Macrina Architect, pc. All rights reserved, Detail of typical Bridging to Joist (toe—nail) (2) 8d common Each End See Rafter to Beam to no part of the plans may be reproduced without Post Strapping Dietail (S5) the expressed written consent of the architect. exterior corner post Blocking to Joist (toe—nail) (2) 8d common Each End � hip / valley Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block rafter I_ not to scale o rafter 'Simpson' L70 J Ledger Strip to Beam (face—nail) (3) 16d common Each Joist L SIMPSON ST G-TIE Ou ��� Drawing Status Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist '�■� Model 'HRC1. 1" o 1 Band Joist to Joist (end—nail) (3) 16d common Per Joist o ' HIP I o beam ` 1 common � Band Joist to Sill or Top Plate (toe—nal) (2) 16d common Per Foot o ° RAFTER a °° rafter ° ° joist hanger PLATE ROOF SHEATHING ° °° HIP RAFTER °° ° ° 2"x Ledger fastened ° ° to wall structure Issued tor Structural Panels (see zone diagram) GE e ° 5 TWO 16d Interior Zone 8d common 12" o.c. j8d Nails °° Porch Rafter ■ Perimeter Zone 8d common 6" o.c. 0 + Gable Wall Edge Zone 8d common 4" o.c. O SIMPSON STRONG-TIE °° o ConnectionCOmstl ucti n over o° Assembly Detail CEILING SHEATHING � Y ° Y 16d 12"O.C. Gypsum Wallboard 5d coolers 7" Edge / 10' Field (8) 8d Nails TO SPACER WALL SHEATHING STUD Hip Rafter Porch Roof Rafter to Common Rafter to Roof Beam STAGGERED Structural Panels 8d common 6" Edge /12" Held to Ridge Detail S513eam to Post Detail —(3) 8d Common Nails S61Hip/Valley Rafter D IGarage Door Portal Openings 8d common 3 oc mto all frammg t at Each End of Strap WALL Gypsum Wallboard 5d coolers 7" Edge /7" Held Fill Void with STUD Wrap CS20 Strap Continuous Dates Rigid Insulation FLOOR SHEATHING (Subfloor) From Porch Bm. over Roof Bm. Prior to Sheath'g Structural Panels Back Down to Porch Bm. 10/23/19 Issued for Construction 4 8d Nails plate As Shown 1" or Less 8d common 6" Edge / 12" Held N ( ) If cripple studs are utilized over second flr. Greater than 1" 10d common 6" Edge / 6" Held (8) 8d Nails LEN D header,then provide one CS18 strap from top plate to cripple stud Load-Bear' Hollow o LENGTH header &from cripple stud to header g SIMPSON STRONG-TIE =� Fiberglass Column SHOE (8) 8d Nails 'CS20' Coil Strap W Z over every stud / (8) 8d Nails Q N LENGTH (1,030 pounds) (8) 8d Nails —(3) 8d Common Nails -1 at Each End of Strap Detail of typical exterior Q SIMPSON STRONG-TIE partition intersection CONNECTION OF MULTIPLE PIECES SPAN CS18' Coil Strap OF TOP-LOADED BEAMS l > 3 � CLEAR ' Porch Girder (� over every jack & king stud Post to Beam Stropping C SIMPSON STRONG-TIE Simpson H2.,5 PP g not to scale 1%4'Width Pieces: L 'CS20' Coil Strap w • Minimum of 3 rows 10d 3"x 0.128" nails at 12"o.c. Q over every stud Install Simpson CMST16 N (8) 8d Nails Post ( ) first floor for 16 ft wide sliding door Post Base (1,030 pounds) Y • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. Provide strap for for 14"and deeper beams END each jack stud when No. Date Description LENGTH multiple jack studs • If using 12d(3�")or larger nails,the number L" (8) 8d Nails (8) 8d Nails Concrete Pier of nailing rows may be reduced by one. (.N A a are required Project 31/2"Width Pieces: "' ~ N N I— rim joist Hollow Porch Column • 24"o.cmof2rows%"bolts at (8) 8d Nails to Deck Assembly Detail Proposed 24"o.c.staggered IR y beamLoad th.Oterwise,useconacross tionsfentire Gable Stud Wall First Floor to Second Jack Stud at Residence beam width.Otherwise,use connections for side-loaded beams. Additional nailing or bolting may be S7to Wall Stud Dtl. S8 Floor Wall Stud Detail a S9 Header Opening required with side-loaded multiple-member g beams.Refer to current product literature. Roof Beam For —Porch Roof (Rafter to Beam N O ° (8) 8d Nails to Post Strapping (S5) SIMPSON STRONG-TIE SIMPSON STRONG-TIE 8 8d Nails ADF 'CS20' Coil Strap 'CS20' Coil Strap SIMPSON STRONG-TIE ( ) over every stud 'CS20' Coil Strap a over every stud ° (1,030 pounds) (1,030 pounds) over every stud ,, W '" Solid Wood Post \ Inside Hollow Column Ventures , LLC (� (8) 8d Nails H Rim Joist to ° blocking �0 17877 Soundview Ave. (8) 8d Nails (2) 8d s 9 Jo1or Load-Bear'g Hollow PSPN516Z ,� (2) 8d Nails orb\e �e St Fiberglass Column Southold NY 5�\ (5) 8d Nails o Post Base inside RPS28 MSTC52 II, wrap under i o ..;• ;.°:. sill late I l a ° sti .: .. P st pate 'Simpson'on H2.5 A 8d Nads Hollow CoVumn a Dt ) I• wrap under 'm s o� °.•... -. .• . .. ... .......:........ .... �� to I top pl° ° joist hanger L' III�I 5 8dx1-1 2" Nails I I ( ) / SIMPSON STRONG-TIE III I , SII �I�I� ou ation ( wall CS20 Coil Strap F—Concrete Foundation Jurisdiction W I f stud L (8) 8dx1-1/2" Nails II I over every stud IIS I 8 8d Nails Town of Southold (IIIn( II (8) 8d N ( ) 0 III�I� Suffolk County ATER OR � PIPE O RIDGE _ Wall Stud to Wall Stud to Sill to Cantilevered Wall Stud S10 Rim Joist Detail 11 at Gara a Wall S12 to Rim to T P U. g op late Detail Solid Post Porch Column a to F Drawn By. ound n Assembly Dtl. �� ATTIC M.A.M. rn NSI S m — Beam to Joist Strapping Checked By: �,` `£„�.� £ r Note: a. STRAPPING INSTR im o -� o � UCTIONS S s n H2.5 hot-dl ed alv. - m / P ( PP 9 ) NSI a ;':o � Required where note M.A.M. ? � , 1. All Stra in To Be 1-1 4” Wide 20 Ga. Steel T.a o ° on plans Strapping / -�' °, a BLOCKING 2 BAYS p see deck ledger ;y`" i °I°° N N or 'Simpson' Equivalent CS20 (coiled strap) (4) 8d Nails Deck Joist , o L BACK @ 48 o.c. = HD detail, same sht. Job No. Unless Noted Otherwise. > ?.' `s •� for attachment NSI J +� 2. Use Stainless Steel Straps & Fasteners or 1922 a SECOND FLOOR -� Soli orner Post---> to house Q Solid Cor Hot-Di ed Galvenized When in Contact Lu > � � Corner Po pp - HSS2- S 5j, _ v Q with Pressure treated Lumber. o (4) 8d Nails Porch Girder Sheet Title N = z SIMPSON HDU8-S 2.5 3. Install Strapping ppl g For All New Construction. t ~t1 Y LINES-77:: .. C And where noted on plans Post to Beam Strapping ; _� 7 8" dia. 2-16d Common Simpson H2.5 (hot-dipped galv.) 4. Install Strapping for Each of the Following: Stra Details > HEM-3-SDS1.5 '� ' 'Si son' HDU4-SDS2.5 Threaded Rod nails C� 6" o.c. Post X ;. BLOCKING 2 BAYS U down for full length -Rafter to Rafter over Ridge Post Base NSI-► BACK @ 48' o.c. -Rafter to Plate to Stud - Nailing Sch. ELECTRICAL WIRING N of stud ,i� ' •,•°•' FIRST FLOOR = Blocking I � -Hip Rafter to Plate to Stud C © Endwall second floor o O ,��NS1 0 "' R~ 0� II 0 -Common Rafter to Hip/Valley Rafter a PSPN516Z LOAD BEARING WALL (with HVAC Chase) \ O \ I I o —End Wall Studs to Wall Studs - Framing Details ` MSTC52 U I I U -Header to Jack Stud Concrete Pier \PSPN58z - 5/8" dia. Threaed Rod , I 10 -Jack Stud to Rim Joist be 12 Into Concrete � Stud to Rim Rim Joist P ` -Caniti severed Stud tost wall below If footing occurs IRPs26z BLOCKING 2 BAYS w 'Simpson SET' Adhesive g BACK @ 48" o.c. -Rim Joist to Sill Plate install (2)#4 dowels Sheet Number 'SIMPSON' HDU8 DS2.5/ ° first floor -Rafter to Ledger with joist hanger Plumbin Electrical & HVAC Protection Guards Gable Wall Blockin MI . o Holdd�own Connec "on Dtl. Holddown Conn tion Dtl. � -Rafter o Beam to Past g � g �o -Beam to Post to Floor Beam a1 -Floor Beam to Post Deck Strapping not to scale not to scale where noted on floor plans for first floor to second floor con ction o _ P � Post to Pier (footing) Assembly Detail -Joists to Beam In T Joist Framino Details & Allowable Hole Chart 4"0 4"0 , vent thru roof d vent thru roof Minimum distance from CHART A Minimum distance from CHART 5 °O J L (typ. all vents) a0' (typ. all vents) J L Roof Do not cut holes a Minimum distance Minimum distance larger than 1-1/2" from CHART A from CHART 5 in cantilever 3"0 3"0 vent Master vent Bathrm. #2 _ Bathrm. #2 o O lot El __T__—I-r 1 --T� f I „ I C� / r- I 3 0—� __ I ¢--2"0� vent 1 � r � I 2"0-� j—vent 1 Archite 2"0� vent 1 1 1 2"0� vent I I I 3"0 C vent " Vent21 Main Street Ston Brook NY 11790 A I-I/2" hole can D 2 x 02 Da L2 2 x L z L i Lay. Lay. 1 �3"o vent 1 vent 1 Lay. ( Lay. 1 1 vent y be cut anywhere I minimum minimum " in the web (also applies I I W.C. ( I � W.C. I to I-1/2" holes) Shower i Shower 2"0 I phone. 631 686-6585 Tub waste I HOW TO USE THESE CHARTS DO NOT Second Flr. fax. 631 686-6786 I. Determine the hole shape (round, scquore or rectangular) and select the appropriate chart - A or 5. GUT OR NOTCH 2"0 email. MMacrina@optonline.net 2. Under HOLE SIZE, locate the column which meets or exceeds the size of hole you real'uire. FLANOrz waste I rn 5. Use the first two columns to Identlfy the foist series and depth being used in your floor or roof system. web. s are an iinstru instrument of 4. Scan right across the row until you intersect the column which contains the hole size you selected. I I The value shown is the required minlmum distance from edge of the hole to the inside face of the nearest support. 2"0 I These plans are an instrument of service and are 2"0 the exclusive property of the architect. Infringements of the concepts and design ideas waste 2"0 3"� I waste 2"� ( presented on these drawings shall be prosecuted CHART A - ROUND HOLES waste waste `_�\ waste aste 1Copyrighttrserve to the fullest extent of the law. MINIMUM DISTAN(:E FROM INSIDE FACE OF ANY SUPPORT TO NEAREST ED6E OF HOLE PWdr. Rm. Michael Ma the Architect, pc. All rights reserved, r � no part of the plans may be reproduced without _ f Master _ the expressed written consent of the architect. Laundry -' 2"� — Depth ROUND HOLE St ZE Room r T 1 Bathrm. #1 _ — —�_-- 1 2"0t break�I vent 2"0--� Kitchen 2" T �--3% waste I " 2" 5" 4" 5" b" 6-1/4" "i" V. 8-5/8" cI" 10" 10-5/4' 12" 12-5/4 vent —b vent I vent I (--—--' � � I vent 3„� 1 2"o Drawing Status if150 I'-O” 1'-b" 5'-O" 5'-0" b'-6" V_611 " Sink waste Sink 2"0 vent 2"0 vent 1 1 vent vent 250 I'-D" 2'-6" 4'-0" 5'-6" '1'-6" 8'-0' /food grinder vent I I vent I 1 Lay. i Lay. ( Lay. I o a 2"0 D.W. I W.C. W.C. I50 I'-O" I'-O" I'-O" 2'-O" 5'-O" 5'-6" 5'-O" -i'-O" 8'-6 250 I'-O" 1'-0" 2'-O" 5'-0" W-b" 5'-O" b'-O" 8'-O" Cl'-0" " I I-'1/8" wase Shower 2"0 350 1'-0" 2'-O" 5'-O" W-b" 5'-6" 6'-O" '7'-O" q'-O" 10'-O' W'M' Tub 2"0 waste waste First Flr. Issued fol ' 550 I'-O" t'-6" 5'-0" 4'-b" 6'-0" b'-6" -1 -b" 9'-O" I D'-b' 4"0 waste 4"0 _ I 250 1'-0" 1'-O" I'-O" 1'-0" 1'-b" 2'-0" 5'-0" 5'-O" 6'-0" 6'-6" 8'-6" 10'-O _ ■ 2"0 �.A.I. Construml n 14" 550 I'-0" 1'-0" I'-O" 1'-b" 5'-0" 5'-b" 4'-b" b'-0" '7'-O" 8'-O" Q'-b" II'-O" 2"0 waste waste waste waste 550 1'-0" 1'-0" 1'-0" 2'-6" 4'-O" 4'-6" 5'-6" 7'-b" 8'-6" tet'-O" 10'-b 12'-O' waste waste 2"0 250 I'-O" I'-O" 1'-O"' 1'-O" 1'-0" 1'-0" 1'-0" 1'-b" 2'-b" 5-0" 5'-O" b'-6" R'-O" II'-0" waste 2"0 3"0 waste stack waste erste I6" 550 1'-O" I'-O" 1'-O"' 1'-0" 1'-0" 1'-O" 1'-b" 5'-O" 4'-O' 5'-0" b'-6" 8'-O" 10'-b" 12'-b" (16 D.F.U.) 550 1'-0" 1'-0" 1'-0" r-O" 2'-0' 2'-6" 3'-b" 5'-O" b'-0" ?'-O" 8'-6" 10'-O 12'-O' 15'-6" Cellar C.O. 3"0 waste stack � (22 D.F.U.) CHART 5 - SQUARE OR RECTANGULAR HOLES C.O. MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE / Dates 4"� Waste House Trap 1/4" pitch 4"� Waste / p To Approved 10/23/19 Issued for Construction Depth SOUARE OR RECTANeUl AR HOLE 5 Z Sanitary System 2" 5" 4" 5" 6" b-I/4" 'f" 8" 8-5/8" 9" 10" 10-5/4' 12" 12-5/4 pitch Cellar 150 1'-O" 2'-0" W-O" 6'-0' 6'-b" b'-6" 250 1'-O" 2'-6" 4'-b" b'-b" -f'-O" -f'-O" 150 1'-0" 1'-0" 2'-0" W-O" 6'-b" '1'-b" 8'-0" 8'-b" 9'-O" 250 1'-0" 1'-6" 5'-b" 5'-O" ,'-b" 8'-0" 8'-b" -O" a'-b" Plumbing Riser D i a g ra m II_. 7/8" 550 I'-o" 2'-9," W-O" 5'-9," "i'-b" 8'-6" a'-O" 9'-6" q'-b" PLUMBING not to scale 550 5'-0" 4'-9," b'-0"1 7'-6" a'-O" Q'-6" "i1-6" 1 lo'-o' 10'-6' 1. All plumbing work to be installed in strict accordance with the 2015 " " '� International Residential Code and local codes. 250 1.-0.. I -O It-(,., 5-b 6-D 6-b 8-O 10-0 10-6 10-b I I -O 12-0 " 1 '1 " 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists 14 55o I -O I -0 2-6 4-6 b-b 7-o a-O to-6 l o-b I I -o I I-6 12-o' SIZE OF TRAPS FOR PLUMBING FIXTURES shall be located as close as possible to center joist span to maintain 550 I'-6" 5'-O" 4'-6" b'-b" 8'-O' 8'-6" lo'-O' II'-6" II'-b" 121-011121-61, 2'-O' 12'-6" IB'-O' table P3201.7 structural integrity of joists. Refer to the framing section of this sheet. 250 I'-O" I'-O" I'-O" I'-O" I'-6" 2'-O" 4'-0" b'-b" 8'-6" 8'-b" Q'-b" 10'-O II'-O" II'-6" Plumbing Fixture Trap Size 3. Materials for water supply and distribution systems, per tables P2906.4, No. Date Description Ib" 550 1'-0" 1'-0" 1'-O" I'-0" 5'-O" 5'-b" 5'-6" 8'-O" 10'-0' 10'-0 11'-0" II'-6" 12'-b" 15'-0' 550 1'-O" 1'-6" 5'-fa" 5'-O" ?'-6" 8'-O" �i'-b" II'-6" IB'-O" IB'-O' IB'-b" 14'-O' I5'-0" 15'-6" Bathtub(with or without shower head P2906.5 and P2906.6 of the 2015 International Residential Code. and/or whirlpool attachements) 1-1/2" International Residential Code. Project 4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), *'Rectangular holes based on measurement of longess side. Bidet 1-1/4" P3002.2 and P3002.3 of the 2015 International Residential Code. GENERAL NOTES Proposed - If more than one hole Is out Into the web,the distance between the Clothes washer standpipe 2" 5. All exterior hose bibbs are to be frost-proof type. Dishwasher(on separate trap) 1-1/2" 6. In areas prone to flooding, drainage, waste and vent systems shall be Residence edges of the holes, must be at least 2x the length of the largest hole. located and installed to prevent infiltration of floodwaters into the - Holes may be located vertically anywhere within the web. Leave I/8' Floor Drain 2" ` of web minimum at trop and bottom of hole. Kitchen Sink(on or two traps with or systems and discharges from the systems into floodwaters. -TJI joists are manufactured with I-I/2" perforated knockouts in the web without dishwasher and food waste disposer) 7. In areas prone to flooding, vents shall be located at or above the design flood elevation. at approximaLaundry approximately 12" on-center along the length of the joist. For Tub 1-1/2" g• All plumbing fixtures to be installed as per Chapter 27 of the 2015 f -Distances to the charts shown are based on uniformly loaded foists using the maximum loads shown for any of the tables listed within current Trus Joist MacMillan literature. For other load conditions or hole conflgu- Lavatory 1-1/4" International Residential Code. rations not included to these charts,contact your representative. Shower(based on the total flow rate through 9. Vents: showerheads and bodysprays) Roof Extension (sect. P3103.1) - For simple span f foot minimum) uniformly loaded foists meeting flow rate: Open vent pipes that extend through a roof shall be terminated not less ADF the requirements hole of current literature,one maximum 5.7 gpm and less 1-1/2" than 6 inches above the roof or 6" above the anticipated snow accumillation, size round hole may be located at the center of the ijoist span provided more than 5.7 gpm up to 12.3 gpm 2" whichever is greater. Where a roof is to be used for assembly, as a cu other holes occur to the)otst. Do NOT cut Into�otst flanges when more than 12.3 gpm up to 25.8 gpm 3" promenade, observation deck or sunbathingdeck or for similar purposes, Ventures , LLC P P cutting out web. more than 25.8 gpm up to 55.6 gpm 4" open vent pipes shall terminate not less than 7 feet above the roof. Frost Closure (sect. P3103.2) 17877 Soundview Ave. CONNECTION OF MULTIPLE PIECES W Web Stiffener Size g Vent extensions through a roof or wall, shall be not less than 3 inches in Southold, NY Load bearing a shear wall above OF TOP-LOADED BEAMS( ) diameter. Any increase in the size of the vent shall be made not less than (must stack over wall below) 1'/z" '/z"x 216' minimum 13/4"Width Pieces: 1%4' S/"x 216"minimum 1 foot inside the thermal envelope of the building. • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. 2'/16' %"x 2%6'minimum 10. For trap sizes, see table P3201.7 some sheet Blocking panel • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. for 14"and deeper beams 216' %"x 2516'minimum 2x4 minimum . If using 12d(31/4')or larger nails,the number 2,V2" P x 216"minimum Jurisdiction squash blocks of nailing rows may be reduced by one. required each side. 3%" 2x4 3%2'Width Pieces: Town of Southold WEB STIFFENER ATTACHMENT / Y,s" • Minimum of 2 rows Y2"bolts at Suffolk County 24"o.c.staggered ' Web stiffeners minimum (1)Load must be applied evenly across entire 3 JL beam width.Otherwise,use connections forside-loaded beams. �„ 2Y4��maximum � Drawn By Additional nailing or bolting may be Three 8d(2Y2")box nails, ■ required with side-loaded multiple-member clinched M.A.M. Blocking under g , beams.Refer to current product literature. (Three 16d(3%")box nails at 3%" TJI®joist flange widths) Checked By: Load-bearing wall IY2„ 'y✓ `� . .'� � ,: Not To Web stiffener each side. M.A.M. Trus Joist rim board W See sizes below. h mow.. or blocking for lateralTi ht fit Job No. Backer block,: Install tight LSTI-49 Strap when support 1922 �.1' ;, ✓ to top flange (tight to plate is not continuous Web Stiffener bottom flanges with face over header Sheet Title mount hangers), both sides Attachment Detail of web with single Joists. ii NI S`I eta i I s ot To Scale hanger— - Plumber Riser Post (see floor plan) - BEARING FOR DOOR Filler block: Nall with OR WINDOW HEADER BEARING AT WALL 10-IOd 0) box nails, cllnched when possible. Sheet Number Double Floor Joist & P% PVT Sir Joist Hanger Detail Not To :Scale