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Home My WebLink About47855-Z rr�n. �o�OS11FFOlr Town of Southold 12/21/2023 a y _ P.O.Box 1179 H 53095 Main Rd Way, ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44835 Date: 12/21/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2060 Clearview Ave., Southold SCTM#: 473889 Sec/Block/Lot: 70.40-28.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/18/2022 pursuant to which Building Permit No. 47855 dated 5/26/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including ships ladder to non-sleeping finished attic space, deck, covered deck, in ground swimming pool with spa addition,to existing single family dwelling as applied for. The certificate is issued to Three Seasons LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47855 4/24/2023 PLUMBERS CERTIFICATION DATED 5/8/2023 ar robing in A h rize y ature �o�SUFFnt TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY 10 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#: 47855 Date: 5/26/2022 Permission is hereby granted to: Three Seasons LLC 80 High Farms Rd Glen Head, NY 11645 To: Construct additions and alterations to existing single family dwelling as applied for, with DEC & Trustees approvals. *9-6-2022 AMEND PERMIT: to include construction of new in-ground swimming pool attached to deck as applied for, with DEC & Trustees approvals. Pool fee due. *5- 5a2.3 MELILD .ermi;t: to include interior ships ladder to finished attic storage space as per plans provided. At premises located at: 2060 Clearview Ave., Southold SCTM # 473889 Sec/Block/Lot# 70.-10-28.2 Pursuant to application dated 4/18/2022 and approved by the Building Inspector. To expire on 11/25/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,726.00 CO-ADDITION TO DWELLING $50.00 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 ELECTRIC $100.00 ELECTRIC $335.00 AMiEN`DME T @* PE!RMI�T�e >i „ $,�,6 000{` Building Inspector i %4f TOWN OF SOUTHOLD BUILDING DEPARTMENT x ' TOWN CLERK'S OFFICE SOUTHOLD, NY 40 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#: 47855 Date: 5/26/2022 Permission is hereby granted to: Three Seasons LLC 80 High Farms Rd Glen Head, NY 11545 To: Construct additions and alterations to existing single family dwelling as applied for, with DEC & Trustees approvals. Pool construction NOT included with this permit. 49f6202=2^�i4MENDsPERMIt 5to include construction of new in-ground swimming pool attached to deck as applied for, with DEC & Trustees approvals. Pool fee due. At premises located at: 2060 Clearview Ave., Southold SCTM # 473889 Sec/Block/Lot# 70.-10-28.2 Pursuant to application dated 4/18/2022 and approved by the Building Inspector. 'To expire on 11/25/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,726.00 CO-ADDITION TO DWELLING $50.00 MMiNG-POOLS�IN=GROUND WITH=FENCE ENCIJOSURE�-T--:�--$250-OOi Total: $2,026.00 Building Inspector TOWN OF SOUTHOLD �O�g�FFQiK�;oGy BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE 4 1 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#: 47855 Date: 5/26/2022 Permission is hereby granted to: Three Seasons LLC 80 High Farms Rd Glen Head, NY 11545 To: Construct additions and alterations to existing single family dwelling as applied for, with DEC & Trustees approvals. Pool construction NOT included with this permit. At premises located at: 2060 Clearview Ave., Southold SCTM #473889 Sec/Block/Lot# 70.-10-28.2 Pursuant to application dated 4/18/2022 and approved by the Building Inspector. To expire on 11125/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,726.00 CO-ADDITION TO DWELLING $50.00 Total: $1,776.00 Building Inspector pF SO!/Tyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 Q�ycOiJNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Three Seasons LLC Address: 2060 Clearview Ave city,Southold st: NY zip: 11971 Building Permit#: 47855 Section: 70 Block: 10 Lot: 28.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Hobbs Electric Corp License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 67 Ceiling Fixtures 26 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200X2 A/C Condenser 2 Single Recpt Recessed Fixtures $1 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 30A Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 3$' Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 7$ 4'LED 2 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Ice Maker, Oven, DW-2, Micro, Cooktop, Hood, 20OW Driver-2, Pump 220GF Aqua Pure Pool Panel 12 Circuit/ 6 Used, Heater, 30OW Pool Trans 120GFI, Auto Cover 120GFI Notes: House & Pool Inspector Signature: Date: April 24, 2023 S. Devlin-Cert Electrical Compliance Form *to sz:Y: 3 Imo` Town EIa}t AnnGs �� Telephone(631)765-IR-02 54375 Nlairi Road Fa (63 t)765-95U2 Soz1f11o}(j,3MY 11971-(}959 BUILDING DI PAKT1 EINT TOTtr�7i OF SOIJTHOLD . cxi .IZ'I'.IF ICAT10N Wte: [� 4-•-• w BuildingPcrmitl�lo, LJ71 2�S 2-�CCO Owner: (Please print) P(unlber: " .' _: V _ _�'_ 'l.� p i}__� ~` \�• Y �JtVI) �+4` 9(Please.print) I certify that the solder used in the water supply system contains less than 2116 of 1% lead, (Pl1}IIl(7EfS Slgilature) Sworn to before ine this day c 1, : !'� 20—a3 �E E, Notary Public, CIsS�^,t^_ -C:ciui}t� iI *Ak =� G10VANNAANTONINATUM.M,1NELL0 MOELLER NOTARY,PUBLIC,STATE OF NEW YORK, Registration No.01TU6075798 Qualified in Nas u Co ty Commission Expires / OF SOGTyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: D k U DATE q- INSPECTOR Of SOUIyo L oc; v - V 0 C_leor V lnu Aw # # TOWN OF SOUTHOLD BUILDING DEPT.' 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: O� AA Nc c� DATE a 1 ,24, INSPECTOR oF souryo� +-t� SS 2G �o C l'ewurow # VOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lJory sc 0 04, x itj(c c DATE D Z INSPECTOR _ �- G /e ----------- OE SOGTyO6 LA 1 V S� G� . /Ez6o, # i # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ?.G12, INSPECTOR 7 OF SO(/lh� # # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: ZOO/InA 1, c A P/ Uftep e4l m rd rt� I e/. r I. Taal - DATE INSPECTOR �� 4 *OF SOGTyo� * * TOWI OF SOUTHOLD BUILDING DEPT. �0 • �O `ycourmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) I)b ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P/RE C/O [ /] RENTAL /► REMARKS: l /e,4cz-- es-, / 4c>jlrl'� 44i-,a) DATE (, INSPECTOR �1 G6 pF SO 9 7eS UT f # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [>J�LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t a-�- DATE Z INSPECTOR l OF SOU # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROUH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: .@ �o m, . V oh � _ TFir& n/ Ali IV) 4L, /M RIM WV LfA& 0 A"" 6! (AiA 41, v.d DATE Y INSPECTOR ' PAJRTUHAUUS PIED |NFO@PARO.HAUS 518.429J122 TOWN OFSC)UTHC)LO 06/09/2023 BUILDING DEPARTMENT Town HaiiAnnax Buibding 54375 Route 25 P.O. Box 1179 . . / / Southoid. NY 11971 �0N � � �O�% ` ~~�'` ^ � �"w� Re: r�� --JT, 2OGOCiearviavvAve Southmid. NY. 11971 Tb Whom iL May Concern: Architect hereby certifies that the foLLowing deficiencies as per final.inspection conducted on 5/4/2023 have been corrected. / w ReUefvahva extension insta&adatHVVH. w Fire darnperinstaiied at garage. PLesase find attached photo documentation. SincereLu Matthew Busch A|A 0429 OF N Page 1ofu �.��' PARTIHAUS INFO@PARTI.HAUS MAs 516-4.29.1122 Relief valve extended to floor: 1 ►p- b� •r c a t w r Page 2 of 3 • UNION �.�� PARTIHAUS INFO@PARTI.HAUS N.,S 516.429.1122 Fire damper installed @ garage: 46:i Page 3 of 3 • UNION Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 2060.Clearview Avenue,Southold NY 11971 Test Date -M2/2023 Building Permit#: 47055' Compliance Pathway Performance Test Completed by:. ,Christopher'Silvia �} �_�Y= '-- ,i �';�;,I 1`=� j Ri ESNET Rater ID# 4150294 ._,.,. l v Home Energy Solutions, : ,r NATE ID# 187 East Main Street MAY 3 1 2023 Huntington,NY-1.1743 BPI# 631-673-0664 Building Envelope Tightness. ` Volume Calculation : Check if Floor Area Volume ❑Conditioned Basement Basement 0. ❑Conditioned.Crawl.Space. 1� 3254 26353 0 Sealed Attic d n 2 0 *The conditioned floor area of dwelling'is calculated in 3rd 0. accordance with ANSI Z765,.exceptthat conditioned floor Attic- 18465 area includes areas whe.re•the ceiling height is'less-than 5 Total Volume 44818 ' CFM @50 pa 1668.5 Air changes/hr@ pa 2.23 Code Compliance; Pass Duct Tightness: Post Construction- otal Duct Leakage System-le Within Condition Space Duct Location Conditioned Space. Floor Area Leakage CFM @ 25p'a N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System=2: Within Condition Space Duct Location Conditioned.Space. Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA NIA Code Compliance. Ezemp't,. System-3: Duct Location Floor.Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance:. All building envelope tightiness testing has been verified using instruments and.procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York-Slate Supple'ment,.section 402.4.1.2.The building duct and plenum system has been verified as required by-the 2018 IECC as amended by"2020`New York State Supplement,Section 4033.4. \ Signature: - Date: 5/12/2023 Christopher Silvia;Home Energy Solutions i Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 2060 Clearview Avenue,Southold NY 11971 Test Date -8/12/2023 Building Permit#: 47855 Compliance Pathway Performance Test Completed by: Christopher Silvia i•--,< <� -:} s -;f r'-RESNET Rater ID.# 4150294 NATE ID Home Energy Solutions ��.�; L + I ' ; 187 East Main Street l t.-� ICC ID# Huntington,NY-11743 .., MAY 3 1 2023 BPI#. 631-673-0664 Building Envelope Tightness Volume.Calculation : Check if. Floor Area Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1s 3254 26353 0 Sealed Attic nd 2 0 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 18465 area includes areas where the ceiling height is less than 5 Total Volume 448.18 ft. CFM @50 pa 1668.5 Air changes/hr@50 pa 2.23 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 fI?CFA N/A Code Compliance: Ezempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFW100 ft2 CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFW100 ft2 CFAIj Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified'in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been Verified as required by the 2018 IECC as amended by 2020 New York State Supplement;Section 4033.4. Pro Signature: .r = Date: 5/12/2023 Christopher Silvia;Home Energy Solutions r" 1 1 Y .t f y 1 -- �.�> sS -ram :�� -i �_� f _ �+F._•ir +�` �- .tip �•�� `� 4� � -+=�{ �� _�..��_ �1�� -� "^T .. r . �- _ �, ��`j�.;.•��'-� �%��`&✓lam G�C�I��,�:'�/:' • ;.,�^. ��tel:lr/�:�i, Cc.�. yJ p O O O ♦ O O O O O ♦ • ♦ ♦ • � �. • O O O O- O ♦ O ♦ ♦ O • .�O • • ♦ �• • • p p . . . o • p O J . . . O O O O p O O . • ♦ . . . . .�. O O e � • � O e O O O O t.♦ O C O . O O O O p . O . : ♦ � ��• ♦ o 0 o e o • ♦ � • ♦ o ♦ O ♦ O O ♦ e O � e �.O O O ♦ ♦ A . O ♦ e0 ♦OC� .�� • � O O O ♦ O O ♦ o O O o e ! o e o ♦ a O O ♦ O O ♦ • ♦ O O O O O A p 4 C r 2060 Clearview Avenue, Southold _ HVAC Load Calculations LW for V '1 1 '1.i , t D J K Heating&Cooling e 'y 700 Hummel Ave Southold, NY 11971 . INTEGRITY HOME ENERGY. ASSESSMENTS Pr ared By: David Maschke Integrity Home Energy Assessments LLC 68 North Paquatuck Avenue. East Moriches,NY 11940 631-325-4006 Tuesday,October 18,2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. v Disclaimer The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 calculation procedure. The calculations are based on the information given to Integrity Home Energy Assessments in the form of drawings, sketches, and interviews. In certain cases. Integrity,Home Energy Assessments may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. . Any load calculations provided in the following pages are based upon information provided by the party submitting,a particular project to Integrity Home Energy Assessments. Integrity Home Energy,Assessments has . not and does not independently verify that the data provided to Integrity Home Energy Assessments is correct or complete, and any calculations made by Integrity Home Energy Assessments are based upon the information provided by third parties. Integrity Home Energy Assessments makes no claim that the information given-to us is correct or complete. Integrity Home Energy Assessments utilizes Elite RHVAC v.9 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report. If the information given to Integrity Home Energy Assessments is accurate, and the building is built as.per the plans submitted,then the.load calculations presented in this report can be assumed to be accurate. A licensed . mechanical contractor may use these calculations as a starting point in system sizing and selection. Integrity Home Energy Assessments does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final"construction documents". Integrity Home Energy Assessments works with architectural and engineering firms and with contractors in connection with their designs.of,heating.and air conditioning systems. Manual S calculations in this report are based on AHRI nominal equipment performance values.Actual performance_must be calculated from manufacturer expanded performance tables using proper design . conditions: The Duct Size Preview report is for reference only and is not a substitute for a proper Manual D,hor should it be used for the calculation of a proper Manual D. . Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: internal loads, exact equipment availability and selections, system controls and location of controls,system air distribution and cycling. Uniform Building Code requirements,Uniform Mechanical Code requirements,and many other standard design conventions as listed by the American Society of Heating, Refrigeration, and Air.Conditioning Engineers (ASHRAE). It is up to the installing HVAC contractor to properly install,test, and verify all components of the HVAC system. All installing HVAC contractors are expected to follow ACCA Standards 5 and 9 for quality HVAC equipment installation. Integrity Home Energy:Assessments therefore assumes no liability for final equipment selection or final system design.Various modifications to the,information provided to Integrity Home Energy Assessments may have occurred after this design support information was prepared;which would require that this design support information be modified in order to be accurate.After reviewing integrity Home Energy Assessments' report, and prior to any system purchase or installation,please inform Integrity Home Energy Assessments in writing of any changes which may alter the assumptions and calculations contained in this report. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 2060 Clearview Avenue,Southold East Moriches,NY 11940 Page 2 Project Report General Project Information Project Title: 2060 Clearview Avenue,Southold Project Date: Tuesday, October 18,2022 Project Comment: Client Name: D J K Heating&Cooling Client Address: 700 Hummel Ave Client City: Southold, NY 11971 Company Name: Integrity Home Energy Assessments LLC Company Representative: David Maschke Company Address: 68 North Paquatuck Avenue Company City: East Moriches, NY 11940 Company Phone: 631-32.5-4006 Company E-Mail Address: IHEA@optonline.net Desi n Data Reference City: Westhampton, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 _ n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 1,364 CFM Per Square ft.: 0.417 Square ft.of Room Area: 3,270 Square ft. Per Ton: . 968 Volume(ft'): 37,872 . F—Bdiffid—ing Loads Total Heating Required Including Ventilation Air: 63,363 Btuh 63.363, MBH Total Sensible Gain: 30,388 Btuh 85 % Total Latent Gain: . 5,532 Btuh 15 % Total Cooling Required Including Ventilation Air: 35,920 Btuh 2.99 Tons(Based On Sensible+Latent) 3.38 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed-per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates.as building_use and weather may vary. Be sure,to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday,October 18,2022, 12:54 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inc. Integrity Home Energy Assessme 2060 Clearview Avenue,Southold East Moriches,NY 11940. Page 3 Miscellaneous Report . . System 1 Bedrooms Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Living Space Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in'.wgJ100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 -ft./min 750 ft./min Minimum Height: 0 in. 0. in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer. Infiltration Specified: 0.343 AC/hr 0.150 AC/hr 217 CFM 95 CFM Infiltration Actual: 0.373 AC/hr 0.209 AC/hr Above Grade Volume: X 37,872 Cu.ft. X 37,872 Cu.ft. 14,129 Cu.ft./hr 7,916 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 235 CFM 132 CFM Total Building'Ventilation: . 0 CFM 0 CFM --System 1- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference)- Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp.Difference) Winter Infiltration Specified: 0.280 AC/hr(64-CFM), Construction:Average, Fireplaces: 1,20 CFM,Average - Summer Infiltration Specified: 0:150 AC/hr(34 CFM), Construction:Average -system 2- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0:998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss,Multiplier: 65.84 = (1.10.X 0.998 X 60.00 Winter,Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr(113 CFM),Construction:Average, Fireplaces: 1,20 CFM,Average Summer Infiltration Specified: 0.150 AC/hr(61 CFM), Construction:Average Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MMDD 1 Supply Closed Crawl A - 0.12 8 - 501 No 1 Return Closed Crawl A - 0..12 8 279 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Closed Crawl A - 0.12 8 501 No 1 Return Closed Crawl'A - 0.12 8 279 No Tuesday,October 18,2022, 12:54 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme ® 2060 Clearview Avenue,Southold East Moriches,NY 11940 Paige 4 Load.Preview-Report:. Net Rec it2 Sen Lat Net Sen Sys Ht9 ICIC g Act Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building Z99 3.38 96& 3,270 30,388: 5,532 35,920 63.363' 782 1,364 1,364 System 1 1.19 1.35 1,133: 1,524 12,109; 2,189. 14,298 25,957' 317 I 542 9x13 - - - - - Supply Duct Latent 489 489, Return Duct 224' 544 • 768 1,628 1--NmaryWICL -11121• 11'988 179' 1,167 - 2,5694 33® 45 1.-5 - 8 - - ---- Zone 1 _ 1,156 13,041' 24,330 317 �2 1-5 2-PrtmaryBedroom 365 2,190 249 2,439 6,027, 78M 100• 1-7 3-Primary Bath 102 1,015 112 1,127' 1,918; -25® 46 1-5 4-Bedroom 2 269 1,491 292 01 1,783 5, 0 65 68 1-6 - - - 5-Bath2 64 95, 0 95, 247:• 3 - 4 1-4 6-Bedroom 3 164 568 105 673 2,151, .28M 26 1-4 7-Bath 3 54 1,588 0• 1,588 790 10® 72 1-6 --8-Hall_ - 67 98' 0, -98 258. 3®:: _ 4' 1-4 9-Family Room - 183' 3,184 0. 3,184' 2,049' 27M 145' 2-6 10-FamilyRoom WICL 78 453 113' 566 1,911 25® 21 1-4 . 11-Be th4 57 215' 106 321 1,400 18® 10, 1-4 System2 1.80, 2.03 860•: 1,746 18,279i 3,343 21,622 37,406 4ffi 822 10x16 Supply Duct Latent 455 455• Return Duct 228 545, 773 1,679 Zone 1 -- 1,746 18,050, 2,344 20,394 35,727 465§IM 822 10x16 12-DiningArea 313 3,429 973 4,402 6,026 65® 156 2-6 13-IG3 tchen 542; 4,030 284 4,314. 7,369, 96® 184 2-6 14-LaundrylPantry 150 1,048, 93 1,141 1,872' 24® 48 1-5 15-MudRoom 94 427 81 508 1,563 20M. 19 1-4 16-LivingArea 647 9,116 913 10,029 19,897 259 415, 4-7 Tuesday,October 18,2022, 12:54 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy.Assessme 2060 Clearview Avenue,Southold East Moriches,NY 11940 ■ Paige 5 Duct-Size Preview Room or Source Minimum Mapmum Rough. Design SP Duct Duct Htg CIg Act Duct Reg Duct Name mdocity velocity Factor U100 Loss velocity Length Flow Flaw Flow Size Size System 1 SupplyRunouts Zone 1 ' 1-PrimaryWICL BuilFln 0 750 0.01, . 0.1 3302. 33- 451 1-5- 2-Primary Bedroom --- -- -i- - 0.01 - -0.1 - - - - - - -1001 1-�-- - BuilFln 0 750 _0.01. _0.1 78 3-PrimaryBath Built-In 0 750 339.3 -- 25-4-Bedroom 2 BL iVn 0; 750 0.01. 0.1 346' 65_ 68 1-6� 5-Bah2 Built-in. 0 750• 0.01- 0.1' - 49.5, 3 -6-Bedroom 3 Built-In 0 _750'. 0.01- 0.1 296.7 28_ - 26; 1-4 743ath 3 Built-In 0 750 0.011 0.1 368.5' .10- 72! 1-6 ` 0.01 - - 512 3 4; 1-4 8-Hall Built-in 0'. . .- 750 0.01 0.1 369.5 - 27._ 145, 2-6 750 _ 9-Family Room --- BuilFln _ _ _ 0'__ ! - - ----- ----- - - 10-Famil Room WICL BuilEln 0 750 0.01' _ _ _ _ _ 1� 1143ath4 BuilFin - -- 0 750. 0.01 0.1 1122, 18 10; ---, - y - -- ___ _ 0.1 236.3' 25 21 Other Duds in System 1 Supply Main Trunk Built-in 0 900• 0.003' 0.1. 666.5' 317_I 5421 9x13• System 2 Suplp yRunouts - - -r- Zone 1 --_-_._ n9 0.1 397.9 65- 15& 2-6' _--- - - --- _ - - - - - - 13-IGtchen� - Built-In 0 750' 0.01 0.1 467.7' 96 184' 2�; - � ' 14-Laund - '-BuilEln" - 0^ - 750 0.01' 0.1; 3502; 24 48 1-5' Y -01 - - 15-Mud Room Built-in 0 750 0.01 0.1: 223' 20_ 19i 1-4 164-ArIgArea Built-in 0 750 0.01. 0.1 388.6' 259-I 4151 4-7- O_therDuctsInSystem2 Supply Main Trunk Built-In 0 900' 0.003, 0.1, - 7402, 465 822; 10x16' -Summary System 1 Heating Flow." 317 Cooling Flow. 542 System 2 Heating Flaw. 465 Cooling Flow. 822 Tuesday,October 18,2022, 12:54 PM Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. Integrity Home Energy Assessme. 2060 Clearview Avenue,Southold East Moriches,NY 11940 Pa e 6 Total Building Summaty Loads. Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Andersen 400 CAS: Glazing-Andersen 400 series CAS, 379.3 6,372 0 6,742 6,742 U-value 0628, SHGC 0.32 Andersen 400 SGD: Glazing-Andersen PIC .30/.26 210 3,780 0 2,749 2,149 w/grills, U-value 0.3, SHGC 0.29 Andersen 400 PIC: Glazing-Andersen-400 PIC, U-value 227.3 3,681 0 3,385 3,385 0.27, SHGC 0.34 8D-smw: Glazing-Skylight, Flat double pane low-e(e=. 31.2 1,539 0 4,185 4,185 0.40), small curb, metal sash no break,wood curb, no insulation, plywood shaft, no insulation, horizontal, U-value 0.82, SHGC 0.61 Andersen 400 FWD: Glazing-Andersen A-series FWD 30 540 0 238 238 .30/.21 w/grills, U-value 0.3, SHGC 0.29 Steel Insulated R5: Door-Steel Insulated R5, U-value 0.2 21 252 0 80 80 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2170.1 8,853 0 1,533 1,533 cavity, no board insulation,siding finish,wood studs, U-value 0.068 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1209.6 1,889 0 1,353 1,353 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark'Metal,Tar and Gravel or Membrane, R-38 insulation, U-value 0.026 1813-30: Roof/Ceiling-Roof Joists Between Roof Deck 2438.2 4,973 0 1,077 1,077 and Ceiling or Foam.Encapsulated Roof Joists, White or Light Color Asphalt Shingle,Any Wood Shake, Dark or Medium Color Tile, Slate or- Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, R-30 blanket or loose fill, U-value 0.034 19A-30p: Floor-Over enclosed crawl space, No insulation 3149 5,394 0 717 717 on exposed walls,sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure: 37,273 0 22,059 22,059 People: 4 800 920 1,720 Equipment: 0 1,678 1,678 Lighting: 0 0 0 Ductwork: 10,586 2,032 2-244 4,276 Infiltration:Winter CFM:235, Summer CFM: 132 15,504 2,700 1,159 3,859. Ventilation:Winter CFM:0, Summer CFM:0 0 0 .0 0 Exhaust:Winter CFM:90,.Summer CFM:90 AED Excursion: _ _ _ 0_ 0 . _ 2,328 2,328 Total Building Load Totals: 63,363 5,532 30,388 35,920 Check Figures Total Building Supply CFM: . 1,364 CFM Per Square ft.: 0.417 Square ft.of Room Area: 3,270 Square ft. Per Ton: 968 Volume(ft'): 37;872 F-Building Loads Total Heating Required Including.Ventilatioh Air: 63,363 Btuh 63.363 MBH Total Sensible Gain: 30,388 Btuh 85 % Total Latent Gain: 51532 Btuh 15 % Total Cooling Required Including Ventilation Air. 35,920 Btuh 2.99 Tons(Based On Sensible+Latent) 3.38 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J. 8th Edition,Version 2,and ACCA Manual D. Tuesday, October 18,2022, 12:54 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme. 2060 Clearview Avenue,Southold East Moriches,NY 11940 Page 7 Total.Building.Summary.Loads:(cont'd) Notes All computed results are estimates as building use,and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday,October 18,2022, 12:54 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme ® 2060 Clearview Avenue,Southold East Moriches,NY 11940 Paige 8 Manual S Performance.,Data•= System 1 Bedrooms Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 12.109 Outdoor Wet Bulb: 71 Latent Gain: 2.189 Indoor Dry Bulb: 75 Total Gain: 14.298. Indoor RH: 50 Load SHR: 0.85 Supply•Airflow: 0 Entering Dry Bulb: 0 ti Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 25.957 Indoor Dry Bulb: 70 Entering Dry Bulb: 65.3 Indoor RH: 30 Supply Airflow:. 317 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Standard Air Conditioner, Outdoor Model:24ACC618A*030*, Indoor Model: FV4CNF0.02L AHRI Reference Number: 9177996Nominal Capacity: 18.000, Manufacturer:CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 13.500 12.109 111% Latent Capacity:. 4.500 2.189 206%. Total Capacity: 18.000 14.298 126% Tuesday,October 18,2022, 12:54 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 2060 Clearview Avenue,Southold East Moriches,NY.11940 Page 9 Manual S Performance. Data =-Syste►n..2 Living Space Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 18.279 Outdoor Wet Bulb: 71 Latent Gain: 3.343 Indoor Dry Bulb: 75 Total Gain: 21.622 Indoor RH: 50 Load SHR: 0.85 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 37.406 Indoor Dry Bulb: 70 Entering Dry Bulb: 66.7 Indoor RH: 30 Supply Airflow: 465- E ui ment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model:24ACC630A*030*, Indoor Model: FV4CNF0.02L AHRI Reference Number:9178716Nominal Capacity:28.000, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 21.000 18.279 115% Latent Capacity 7.000 '3.343 209% Total Capacity: 28.000 21.622 129% Heating: Model Type: Propane Boiler, Model: NCB-240E; Nominal Capacity: 112.000, Manufacturer:•NAVIEN, INC. Results: Percent' Load of Load Heating Capacity: 112.000 37.406 299% Tuesday, October 18,2022, 12:54 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme ® 2060 Clearview Avenue,Southold East Moriches,NY 11940 Pa de 10 S stem l Room.Load.Summ8ty Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM -Zone 1- 1 Primary WICL 121 2,569 33 1-5 330 988 179 45 45 2 Primary Bedroom 365 6,027 78 1-7 373 21190 249 100 100 3 Primary Bath 102 1,918 25 1-5 339 1,015 112 46 46 4 Bedroom 2 269 5,010 65 1-6 346 1,491 292 68 68 5 Bath 2 64 247 3 1-4 50 95 0 4 4 6 Bedroom 3 164 2,151 28 1-4 297 568 105 26 26 7 Bath 3 54 790 10 1-6 368 1,588 0 72 72 8 .Hall 67 258 3 1-4 51 98 0 4 4 9 Family Room 183 2,049 27 2-6 369. 3,184 0 145 145 10 Family Room . 78 1,911 25 1-4 236 453 113 21r 21 WICL 11 Bath 4 57 1,400 18 1-4 112 . 215 106 10 10 Duct Latent 489 Return Duct 1,628 224 544 System 1 total 1,524 25,957 317 12,109 2,189 542 542 System 1 Main Trunk Size: 9x13 in. Velocity: 667 ft./min Loss per 100 ft.-. 0.093 in.wg FC-ooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.19 85%/15% 12,109 2,189 14,298 Recommended:. 1.35 750/o/25% 12,109 4,036 16,145 Actual: 1.50 75%/25% 13,500 4,500 18,000 Equipment Data Heating System - Cooling System Type: Propane Boiler Standard Air Conditioner Model: NCB-240E 24ACC618A"030* Indoor Model: FV4CNF002L Brand: NAVIEN PERFORMANCE 16 AC Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 112,000 Btuh 18,000 Btuh Adjusted Capacity:. n/a 18,000 Btuh Sensible Capacity: n/a. 13,500 Btuh Adjusted Sensible Capacity: n/a 13,500 Btuh Latent Capacity: n/a 4,500 Btuh Adjusted Latent Capacity: n/a 4,500 Btuh AHRI Reference No.: n/a 9177996' This system's equipment was selected in accordance with ACCA Manual S. Manual S.equipnient sizing data: SODB:83F,SOWB:71 F,WODB: 1 OF,SIDB:75F,SIRH:50%,WIDE:70F,Sen.gain: 121-109 Btuh, Lat..gain:2,189 Btuh,Sen..loss:25,957.Btuh, Entering clg.coil DB:75.4F, Entering clg.coil WB:62.6F, Entering htg.coil DB:65.3F, Clg.coil TD:20F, Htg.coil TD:70F, Req.clg.airflow:542 CFM, Req. htg.airflow:3"17 CFM Tuesday,October 18,2022, 12:54 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inc. Integrity Home Energy Assessme. ® 2060 Clearview Avenue,Southold East Moriches,NY:11940. Page 11 System 2.Room Load Summary. .. Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM —Zone 1- 12 Dining Area 313 .5,028 65 2-6 398 3,429 973 156 156 .. 13 Kitchen 542 7,369 96 2-6 468 4,030 284 18.4 '184- 14 Laundry/Pantry 150 1,872 24_ . 1-5 350 1,048 93 48 48 15_ Mud Room 94 1,563 20 1-4 . 223 427 81 19 19 16 Livin _Area - 647 19,897 259 4-7 389 9,116 913 415 415 Duct Latent 455 Return Duct 1,679 228 545 System 2 total 1,746 37,406 465 18,279 3,343 822 822 , System 2 Main Trunk Size: : 10x16 in. Velocity: 740 ft./min Loss per 100 ft.: 0.094, in.wg FC—ooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.80 85%/15% . 18,279 3,343. 21,622 Recommended: 2.03 75%/25% 181279 6,093 24,371 Actual: 2.33 .75%/25% 21,000 7,000 28,000 Equipment Data Heatinq System Cooling System Type: Propane Boiler Standard Air Conditioner Model: NCB-240E 24ACC830A*030* Indoor Model: FV4CNF002L Brand: NAVIEN PERFORMANCE 16 AC Description:. Natural Gas or Propane Boiler Efficiency: 95_AFUE 16 SEER Sound: 0 0 Capacity: 112,000 Btuh 28,000 Btuh Adjusted Capacity: n/a 28,000 Btuh . Sensible Capacity: n/a 21,000 Btuh Adjusted Sensible Capacity:. n/a _ 21,000 Btuh Latent Capacity:. n/a . 7,000 Btuh' Adjusted Latent Capacity: n/a 7,000 Btuh AHRI Reference No.: - n/a 9178716 This system's equipment was selected in accordance with ACCA Manual S. . Manual S equipment•sizing data: SODB:83F,SOWB:71 F,WODB: 1 OF, SIDB:75F, SIRH:50%,WIDB:.70F, Sen.gain: 18,279 Btuh, Lat..gain:31343 Btuh, Sen. loss:37,406 Btuh, Entering clg. coil DB: 75.3F; Entering clg. coil WB:62:6F, Entering htg. coil DB:66.7F,Cig.coil TD:20F, Htg.coil TD: 70F, Req.clg.airflow:822 CFM, Req. htg.airflow:465 CFM Tuesday,October 18,2022, 12:54 PM HM ENGINEERING P.C. P.O.Box 914, EAST NORTHPORT,NY 11731 TEL:516-476-5392 EMAIL:HMARNIKA@OPTONLINE.NET November 15, 2022 Town of Southold Building Department Town Hall Southold,N.Y. 11971 Re: Swimming pool Installation at: Culver Residence 2060 Clearview Avenue Southold;N.Y. 11971 Dear Sir or Madam, I have reviewed the materials used for the above referenced swimming pool. Please be advised that the interior spa was eliminated, and#4 rebar was used in lieu of the#3 rebar specified on the approved plan. This is to certify that the steel rebar for the subject swimming pool was installed in substantial conformance to the construction plans previously approved by your department, dated July 16, 2022. Do not hesitate to call if you have any questions. Very truly yours, HM En inee LEring P.C. �1 w�� e Marnika P.E. DEC 2 7 2022 t+�ioF"sc� �.��I PARTIHAUS INFO@PARTI.HAUS N.,s 516.429.1122 TOWN OF SOUTHOLD 01/03/2022 BUILDING DEPARTMENT Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 �G I� II 1UI I� LO Re: JAN 2060 Clearview Ave f3UllltDlNGOEPT. Southold, NY, 11971 To Whom it May Concern: Architect hereby certifies that the following items have been visually inspected for, compliance with approved plans and Residential Code 2020 Of New York State (IRC 2020 as adopted by NYS). Insulation: • R-30 closed cell:spray foam installed at roof, as per revised plans. • R-15 batt installed at walls. • R-30 batt installed at crawl space. •. Fire caulking. • Air seal at windows/doors. Revised plan set dated 2022.01.03 een issued to reflect as-built conditions. Sincerely, Matthew Busch AIA NC R� '9T �429B y0� FOF NE`N Page 1 of 1 • UNION FAT' PARTIHAUS INFO@PARTI.HAUS 516.429.1122 TOWN OF SOUTHOLD — 01/03/2022 BUILDING DEPARTMENT Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 2060 Clearview Ave Southold, NY, 11971 To Whom it May Concern: Architect hereby certifies that the following items have been visually inspected for compliance with approved plans and Residential Code 2020 Of New York State (IRC 2020 as adopted by NYS). - Site drainage: • (4) drywells installed per 2023.01.03 revised plans. • (1) pool overflow installed per 2023.01.03 revised plans. Revised plan set dated 2022.01.03 has been issued to reflect as-built conditions. o icy Sincerely, �5 GHgR,_ /�► Matthew Busch AIA �42983 yO� FoF NEVy ® E C JAN 1 y,20?3 LR SUILUINGDEK MWN 0FSOD7NXD Page 1 of 1 •@PARTI.HAUS 1 516-429.1122 1 PARTLHAUS I @PARTIHAUS 1 2615 UNION BLVD, Rocket Insulation,LLC(367) Job Number: 5557126 40 Haynes Court ® LCIEIIV RONKONKOMA,NY 11779 Insulation Certificate 8UILUIWbL)F_Pj ?0Wm oFgn6Tm6;,, Insulation is installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet 3"x 16"x 48" Rockwool Batts SAFB Sound Bathroom Walls 3"x 16"x 48" Rockwool Batts SAFB 3"x 16"x 48" Rockwool Batts SAFB 6"x 16"x 48" Rockwool Batts SAFB 6AM Attic Mate Foam Rafter 22"x 48" 8.4'x 200'SC15100C 1.5MIL Poly BASF Enertite Gold Open-Cell Drum Set (980.45 lbs.) Crawl Space Ceiling BASF Spraytite Comfort XL Closed-Cell 4.5"R- 30.60 BASF Spraytite Comfort XL Closed-Cell Drum Set(1000.45 lbs.) CF812 Foam Sealant Foam Seal Door And Windows CF812 Foam Sealant CF812 Foam Sealant Foam Seal Door And Windows CF812 Foam Sealant Demilec Heatlok HFO Summer 4.5"R-33.75 Closed-Cell Foam F-FSK541000TW 54"Radiant Barrier Fire Caulking Intumescent 814, Rockwool FS-ONE Max Firestop Sealant(20 oz. Foil) Fire Caulking Intumescent 814, Rockwool FS-ONE Max Firestop Sealant(20 oz. Foil) LD-C-50 Classic Ultra Select Foam 5.5"R-20.35 LD-C-50 Classic Ultra Select Foam 5.5"R-20.35 LD-C-50 Classic Ultra Select Foam 8.1"R-30.00 Garage Exterior Walls R-13 15"x 93"-Kraft-Batts Garage Exterior Walls R-13 15"x 93"-Kraft-Batts R-15 15"x 93"-Kraft-Wood Framing 2X4 Exterior Walls R-15 15"x 93"-Kraft-Wood Framing Garage Ceiling R-19 15"x 93"-Kraft-Wood Framing Garage Flat Ceiling R-19 15"x 93"-Kraft-Wood Framing R-19 16"x 96"-Unfaced-Metal Framing 2X6 Exterior Walls R-21 15"x 93"-Kraft-Wood Framing R-30 16"x 48"-Kraft-Wood Framing New Crawlspace Ceiling W/17" R-30 16"x 48"-Kraft-Wood Framing Insulation Supports Crawl Space Ceiling R-30 16"x 48"-Kraft-Wood Framing r WL1100A Powerhouse White 11oz *Fiberglass blow has no settling factor for R-values Job Name: 2060 Clearview Avenue Southold,NY 11971 Job Address: 2060 Clearview Avenue SOUTHOLD,NY 11971 Date Completed: Insulation By: E C E � 1J E PARTIHAUS PHT1 INFO@PARTI.HAUS NUNS AUG 0 2022 R 0 516.429.1122 BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD 08/04/2022 BUILDING DEPARTMENT Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 2060 Clearview Ave Southold, NY, 11971 To Whom it May Concern: Architect hereby certifies that the following items have been visually inspected for compliance with approved plans and applicable building code: Foundation: • Footing reinforcement/excavation prior to pour; • Footing keyway prior to pour; • Foundation before backfill; ��Eo icy Sincerely, Matthew Busch AIA Z � t 042983 �0 �OF Page 1 of 1 INFO@PARTI-HAUS PARTIHAUS OTI INFO@PARTI.HAUS Miss 516.429.1122 TOWN OF SOUTHOLD 10/19/2022. BUILDING DEPARTMENT Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 OCT 2 4 '09) Re: 2060 Clearview Ave Southold, NY, 11971 To Whom it May Concern:. Architect hereby certifies that the following items have been visually inspected for compliance with approved plans and Residential Code 2020 Of New York State (IRC 2020 as adopted by NYS). Framing: • Rough framing • Tie down/strapping As-built conditions to be submitted for the following areas prior to final inspection/sign:off,: • Roof over Garage- dormer.removal/eave height change Window Openings (Garage) • Gas fireplace&chimney removed Sincerely, Matthew Busch Z t 9�F �42983 �O� OF-NEB Page 1 of 1 • UNION PATI PARTIHAUS. INFO@PARTI..HAUS his 516.429:1122 TOWN OF SOUTHOLD 10/19/2022 BUILDING DEPARTMENT Town Hall Annex Building 54375 Route 25 P.O. Box 1179 L Southold, NY 11971 11 j OCT 2 4 `�Q22 Il Re: 2060 Clearview Ave Southold, NY, 11971 To Whom it May Concern: Please find attached photo report of pool construction.The following is provided solely for review by the Town of Southhold with respect to the work currently permitted to be performed at the property. Page 1 of 18 INFO@PARTI.HAUS PAT' PARTIHAUS INFO@PARTI.HAUS Nils 516-429.1122 Grade beams prior to pour: _.T ...yrr�r� •+r• ' r ` 10 1 t 41, A �` • • V. i ► �., %K 00 dW r - ,. - Page 2 of 18 • UNION PAjI PARTIHAUS INFO@PARTI.HAUS MAS516-429.1122 Grade beams after pour: iv —14 -``-MA Page 3 of 18 •@PARTI.HAUS 1 516.429.1122 1 PARTI.HAUS I @PARTIHAUS 1 2615 UNION BLVD, P.tTI PARTIHAUS INFO@PARTI.HAUS MAS 516-429.1122 Grade beams after pour: kv- 77M � Nw -- soon -rat �-,.,:.w -,ems;•4,,, -,r,�.:j�=,. ��.,,.�,� y�_r... �IL �.r 1 Page 4 of 18 • UNION PARTIHAUS INFO@PARTI.HAUS 516.429.1122 Gravel prior to reinforcement: 1 1 _ r ..a -.. � � .. - ram•, '� Page 5 of 18 INFO@PARTI.HAUS • PARTIHAUS PATI . . . WaLL reinforcement: lit his 516-429.1122 M IAli / rs ` •- INFO@DARTI.HAUS I 516.429.1122 I DARTI.HAUS I @PARTIHAUS 1 2615 UNION BLVD ISLID NY PATI PARTIHAUS NAAS 516-429-1122 Base reinforcement: t� r - - Page 7 INFO@DARTI.HAUS I 516.L29.1122 I PARTI.HAUS I @PARTIHAUS I 2615 UNION BLVD•ISLID NY PARTIHAUS INFO@PARTI-HAUS 516-429.1122 Base reinforcement: mown— �}y Page 8 of 18 ��• f� � •i.��. t .cam S.:y � _ INFO@PARTI.HAUS 1 516.L29.1122 I PARTI.HAUS I @PARTIHAUS I 2615 UNION BLVD•ISLIP NY PARTIHAUS PATI O . Base reinforcement: Page 9 of 18 i INFO@DARTI.HAUS I 516.L29.1122 I DARTI.HAUS I @PARTIHAUS I 2615 UNION BLVD (SLID•NY PAjl DARTIHAUS INFO@PARTI.HAUS Ito s 516.429.1122 Base reinforcement: r - - - 10 - •'(i k Page 10 of 18 • UNION PARTIHAUS INFO@PARTI.HAUS Ills 516-429.1122 Base reinforcement: Aft Page 11 of 18 •. I INFO@PARTI.HAUS I 516.429.1122 I PARTI.HAUS I @PARTIHAUS 1 2615 UNIONBLVD ISLIP NY PARTIHAUS PATI O . . . . Base reinforcement: ago ice► �� . r�j 11/ .o INFO@DARTI.HAUS I 516.429.1122 I PARTI.HAUS I @PARTIHAVS I 2615 UNIONBLVD�ISLIP�NY PARTIHAUS O . . . . Gunite in progress: Page 13 of 18 i � n INFO@PARTI.HAUS I 516.429.1122 I DARTI.HAUS I @PARTIHAUS I 2615 UNIONBLVD ISLIP NY PARTIHAUS INFOWARTIMAUS 516-429.1122 Post gun ite: it'll Page 14 of 18 �t INFO@PARTI.HAUS I 516.429.1122 I PARTI.HAUS I @PARTIHAUS I 2615 UNION BLVD•(SLIP•NY PAT ' PARTIHAUS INFO@PARTI.HAUS Rigs 516.429.1122 Post gunite: Page 15 of 18 • UNION PHT' PARTIHAUS INFO@PARTI.HAUS UK516.429.1122 Post gunite: Nam'..I ..;� � -.:: ".r'::. � . '. •-Yr��% zw�'i � k �� _ �.:b•..w 2 ice• � �� ,'.. 4Y� ; ��4�� ' �`y� T "` j ! fir' � �.��a"Y'v.:''`'1!c'`,��►".�� .e� + i.' "�,'��'` '� .ems� t ^* T� Page 16 of 18 • UNION PARTIHAUS INFO@PARTI.HAUS N.,: 516-429.1122 Post gunite: -- - - .•-- -r• ..:-.as ems• .� y � - -.E '� � �.�•� ire-' Page 17 of 18 INFO@PARTI.HAUS • n PATI PARTIHAUS INFO@PARTI.HAUS 516.420122 This report is not provided as an inspection, or verification of compliance with approved plans.. or applicable New York State codes. Photos represent non-invasive visual observations-made at periodic intervals during the course of construction. Sincerely, D'�ey� Matthew Busch AIA NC ? t �r '>i� 042983 y0 R 4F NE�1 Page 18 of 18 •• UNION HM ENGINEERING P.C. P.O.Box 914 EAST NORTHPORT,NY 11731 TEL:516-476-5392 EMAIL:HMARNIKA@OPTONLINE.NET July 16, 2022 Town of Southold Building Department Town Hall Southold,N.Y. 11971 Dear Sir/Madam: This is to certify that the drainage facilities to be used exclusively for the construction of a swimming pool on the premises of- Culver Residence 2060 Clearview Avenue Southold,N.Y. 11971 will not require draining because the pool is of gunite construction. The pool water will be continuously recirculated through the filter and will be reused from year to year. The drainage from the filter backwash will be piped to a drywell located on the subject lot and will not interfere with the public water supply system, existing sanitary facilities, adjoining property owners,public highways or private roads. Sincerely, HM E ineering P.C. rvo arnika, P.E. FIELD INSPECTION REPORT DATE COMMENTS _JC1 �y FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) ti 01910^ � y 1 ROUGH FRAMING& t� PLUMBING /v r INSULATION PER N.Y. y STATE ENERGY CODE uAA . A s C FINAL eg , 1 fs f2�swl ADDITIONAL COMMENTS �o e lot IZJ2,-2— Z D 20 2 al 1 ail 2 1 21 2Z e cy E4, V-e 1oaK c11 d14 AIVCQ�fc¢ e wee p 3-a 3 ►2 eeei✓a "CA. b l2ecerJeo( 9 00 MI es_ A ry 1501dil N o AAS*d- ,e6wi Az iris° 0.tv o�vL W z 12..• z o• '2!S 4-c s C.e jd 5 l a 12e e x y x d r� b H •Y::Mrs �yr�SufF01K�p�l TOWN OF SOUTHOLD—BUILDING DEPARTMENT a a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y oar' Telephone (631) 765-1802 Fax (631) 765-9502 https://www,southoldtownnygov at ec ive APPLICATION FOR BUILDING PERMIT APR 18 20?2 For office use onl BUILDING DEPT. Y � lJ qF�:,S PERMIT N0. 25J�S Building Inspector: NOV 15 2021 Applications'and forms,"must.be filled out in their entirety. Incomplete.:` applications.will not be gcgepted. .Where the�Applicant is not the owner,an' I R BUILDIi owner's Authorization form(Page 2)shall be completed. TOWN OF SOUTF46LD Date: /(� Ull 12j 0 Z OWNER(S)OF PROPERTY; Name: CO VZA7 FSCTM#1000- 7 O 167 - Z G • Z . Project Address: 2'06ZI C664PEZZEW . V47 .. .. 0072VOZ12 1 Q -7 . .. Phone#: V 1s z 9a z .E mail: ...C4.d�CJL V, : .. 601,4 z • e Mailing Address: CONTACT PERSON: . Name: 11/f !C e 14C/l .. . Mailing Address: 0,4So&,�,WCZIOA Phone#: S`� Email:"e`/-114 CKZ Ve&l2OA1. 'DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: b`S Mlolv 13LV0 `SL IP, /V-Y` !' / 7 Phone#: S"�6 � !� _ Z Email PARr> 14 us CONTRACTOR INFORMATION: Name: 075 / /4/C Mailing Address: IV— L��C o��1 oee 17�� Phone#: Email: � ZSCI�. CO! & 4 k DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure %Addition MAlteration ❑Repair ;ZDemolition Estimated Cost of Project: ❑Other $ W ill the lot be re-graded? ❑Yes PNo Will excess fill be removed from premises? ❑Yes AO 1 PROPERTY INFORMATION Existing use of property: .f W G t L Intended use of property:ZES1104FN7 142__ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes X,No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for'all drainage and storm water issues as provided by Chapter 236 of the Town Code:APPLICATION IS HEREBY,MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or,Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances;building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.false statements made herein are punishable as a Class A misdemeanor pursuant to Section 220,45 of the New York State Penal Law., Application Submitted By(print name): 1-11CICIiQ� pM4 Cie 2fAuthorized Agent ❑Owner Signature of Applicant: /G�G� rG ! Date: II�IZ/g Z� STATE OF NEW YORK) SS: ; COUNTY OF_ S'l,FrOClL ) /H/CAAE4 A kl being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 4&,eclV7 (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn,before me this ' 12 day of NO��✓/y��. 20 1? o ary D J.JANNU 21 NOTARY PUBLIC,STATE OF NEW YORK Registration No.02JAG052585 PROPER-1 Y OWNER �►UTHORIZATiO` Qualified in Suffolk County Commission Expires February 1 (Where the applicant is not the owner) I, C/��'� t�'tJ� residing at D 6��Jz Cl G4ZE-N 66MA. A/Y //f5Vdc hereby authorize a CAIIIE� f12, ` 7HA CIZ to apply on my be ;theo f Southold Building Department for approval as described herein. Owner's Signature Date CALM C 04-VLE Print Owner's Name 2 o�St1FFOtxCOG TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office llk Only ® / PERMIT NO. �V J Building Inspector: JUL 2 U 2022 Application's and�formsmust 64 filled out in their entirety; In om lets BUILDING DEPT. , ..,.;:: p TOWN OF SOUTHOLD .`applications-will not de"accepted Where.the;Applicant�is not;the'owner,an ner's Authorizetion form'(Page 2)shell.be complefel ' Date:7/21/22 OWNERS),OF PROPERTY-: Name:Cade Culver SCTM#1000-70-10-28.2 Project AddresQb&b-Clearview Ave Phone#:615-290-2089 Email:cadeculver mail.com w Mailing Address80 High wFrams Rd Glen Head NY 115_ — .CONTACT PERSON = Name:John Wysoczanski (Islandia pools_Itd) Mailing Address:108 Fishel ave Riverhead NY 11901 Phone#:631-727-6312 Email john@islan apools.com DESIGN PROFESSIONAL INFORMATION:. Name: Mailing Address: Phone#: 1.Email: CONTRACTOR'INFORMATIONc Name:John Wysoczanski (Islandia Pools Itd) Mailing Address:108 Fishel ave Riverhead ny 11901 Phone#:631-727-6312 Email:john@islandiapools.com DESCRIPTION OF PROPOSED CONSTRUCTION." ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Eil Other Swimming pool $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises?7*es ❑No 1 PR0PERTY„!N FORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes®No IF YES,PROVIDE A COPY. B'Check'Box After Reading: The`owner/contactor/destgn.piofessloeal,is responsible foral.drainage acid storm water lssues,as'prouldedby ' Chapter8 of the Town;Code.APPLICA710N7S HEREBY MADE toahe B'1lding.Department for.the lssuance,of a Building Permit,pursuan 4o the Building Zone ` .. Ordinance of the Town of Southold;Suffolk;'County,.NewYork and other applicable Laws,Ordinanceso�Regulations,for the construction of building"s, additions,a1 rations orfoireriioval"or•demoll#ionashereindesciibQd: iie;applleantagrees,to;complyurith'all applicable laws;oedinances�buildingcode,' housing Code andFegulationsarid to admit;aufhorized inspectors.on:Premises and in tiuilding�s),for necesseryinspeetions:False statements;made hergtnare punishable as a Class`A misdemeanoYPursuant to Section 210A5.ofahe New-York State,Penal,law. Application Submitted By(print name)-John Wysoczanski BAuthorized Agent Downer Signature of Applicant - � . Date: 7 STATE OF NEW YORK) SS: COUNTY OF ) John Wysoczanski being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe Contractor (for swimming pool only) (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said w nd to make and file this application;that all statements contained in this application are true to the best of hiis/h o ledge'and belief;and that the work will be performed in the manner set forth in the application file therewit . Sworn before me this ..`!' S`_da of �� ..... 20-2� Y , _ otary u is r", DAVID :`Notary Public State of New► `'. No.M FR6137963 _ Qualified in Suffolk Coun ROPERTY OWNER AUTHORIZATION Commission, xpires Dec.05; (, 0 : ..: Where the applicant is not the owner) Cade Culver residing at 2060 Clear view Ave do hereby authorize John WysoCzanski(Islandia pools Rd) to apply on my b alf he T wen f Southold Building Department for approval as described herein. zS/zZiz Owner's Si7rul ure Date dew Print Owner's Name 2 Glenn Goldsmith,President rj� S®�ff� Town Hall Annex ® ®0 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski i3 Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 COUNTi,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10108A Date of Receipt of Application: April 1, 2022 Applicant: Three Seasons LLC SCTM#: 1000-70-10-28.2 Project Location: 2060 Clearview Avenue, Southold Date of Resolution/Issuance: April 13, 2022 Date of Expiration: April 13, 2024 Reviewed by: Elizabeth Peeples, Trustee Project Description: For the construction activity within 100 from landward edge of wetlands for the modification and reconstruction of existing (1625sq.ft.) deck with addition of a 30'x12' (360 sq.ft.) saltwater pool. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Matthew Charles Busch, RA, last dated February 28; 2022, and stamped approved on April 13, 2022. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. -`A, - Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President ®F S®Ur Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly co Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®Uf N' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2099C Date: October 18, 2023 THIS CERTIFIES that the construction activity within 100' from landward edge of wetlands for the modification and reconstruction of existing(1625sq ft)deck with addition of a 30'x12' (360 sa.ft.) saltwater pool; existing 8' wide set of stairs that lead to yard with a"U" shaped fence surrounding it;to establish a 15' wide vegetated non-turf buffer landward of the wetland boundary; At 2060 Clearview Avenue, Southold Suffolk County Tax Map#1000-70-10-28.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 1, 2022 pursuant to which Trustees Administrative Permit#10108A Dated April 13, 2022,was issued and Amended on October 18,2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction activity within 100' from landward edge of wetlands for the modification and reconstruction of existing(1625 q ft)deck with addition of a 30'x12' (360 sq.ft.)saltwater ool• existing 8' wide set of stairs that lead to yard with a"U"shaped fence surrounding it-,to establish a 15' wide vegetated non-turf buffer landward of the wetland boundary. The certificate is issued to Three Seasons LLC owner of the aforesaid property. Authorized Signature i ! NEW YORK STATE DEPARTMENT OF ENV[RON1V1fPNTAI_.CONSERVATION 'l Facility DEC ID .1-4738-00607 �' n4m r Under the Environmenit�l Conservation Law {]ECL)— Permittee and f'lleility Information I Permit Issued .To: i Facility: CADT CULVER CiJL.VER PROPERTY 80 HIGH FARMS RD 2060 CLF,ARVIEW AVE GLEN HEAD, NY 11545 SOUTHOLD.NY 11971 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (5,16) 658-6807 Facility Locatioia: in SOUTHOLD in SUFFOLK d,OUNTY Facility Principal Reference Point.: NYTM-E: 71�i.389 NYTM-N: 4547.499 Latitude: 41. 02'59.9" Longitude: 72025'30.8" Authorized Activity: 'Construct an addition to an. misting single family dwelling and installation of a swimming pool. All work must be clone according to the plans prepared.by PartiHaus Design LLC, last revised 2/10/2022 and stamped NY'SDEC approved, /15/2022, EES. (DEP-ARpio) Permit Aiuttu riz;ations Tidal Wetlands - Under Article 25 Permit ID 1-4738.,00607/00005 New Permit Effective Date: 2/15%«J22 Expiration Date; 2/14/2027 NYSDEC �l Pproval ley acceptance of this permit, the permittee agrees fl:iat the permit is contingent upon strict compliance with the ECL, ;all applicable regulatiorts,, and all conditions included as part of this hermit. Rn-rnit Administrator:.KEVIN A.KISPERT, .Deputy P�;a;mit.Administrator Address: NYmEC Region 1 Headcluartej-s SUNY"@ Stony$rookC50 Circler Rd Stony;Brook, NY 11790 -3409 1 Authorized Signature: I i Date / t" Page 1 of 7 'NEW PORK STATE))PPARTAft N-t.Op . 1 3N.VIRONMIINTAL'CONSEFacility DEC ID 1-47�8,0060 gyATION Aft [_____ I)Wri b,10tioin List MICHAP-L A 111.11VIACK' Bureau ofMarin .e Habitat'PrQtection: Elyssa E'S-cott Permit.C11Dmponen.ts. NATURAL RESOURCE PERMIT CONDITIONS� GENERAL CONDITIONS; APPLY TO ALL AIJTFIORIZgD PERMITS NOTIFICATION OF OTHER PERMITTEF, OBJ' iATIONS ----------- RESOURCE'PEIT 1C _)i1NA1_T10NS'- Apply to the Foll.owin.g Permits.:-TIDAiL,WECTLAN08 1- .*R gulated ActiAitles-Authorized By This Peil.mipt This permit'authotizes.-offly those regulated activities/structi:lies-ideritified under che' c :se tion Degeoptiqn-0 Aiiihorized.Activity, NY.Sb' issue after-ffie--'faot or as-built. etraits. Th1s:permit'd6lies Aq EC does not P .1-aiith6d��e-aqt ivities, or-legitilni . e the existence.of structures..which would have required a�permit but.for which no permit or other authorization has been gratited NYS"DEC'. .2- 1Wofice,of Comm"cement At least 48 hours prig to colnmlencCmOnt of'the.p -and.bontractof.s.helll sigr�-'and return the troject; the pein�ittee P the enclosed n Op pqrtion 0 oU'Reation.fom, certifying that they are fully aware of and wider8talid all teruhs-and.cbr'idi ions of.this-permit. Witlliii-30-days.'Of:co.rbplctiol.1 Of Pr-oject,the bottom" portion-of the form must:also bi: sig' n(,-d and-returned,-along with:photographs-lof. the completed work, 'Post PCrMit Sign- The.per-mit sign encIosed.with-1-hisPeMift shW'l be Posted in.a conspicuous location on:the worksite and.adoqi4at' elY-*t6ctPd fro''i the weather; 4 -Confornian ce'With Plans byt'W�-pemjjtj just be in strict confohnaiice with.the approved fiM;ni8.subrhjTt.pd-b the applicELT!tQr1;9-pp1.icant's agent.as part of the permit-a'pplication, y sLicliapprov.edplarrs-',V'ere'prepared b PWiHaus-Des y il,4.a LLQ, last revised 2/.10/2. 022.' 5. Materials.Disposed at Vpland Site Any dernd[iti i�oxi*d-ebri8,.ekiodsg.tollstruotion.ftlat6riafs, and/or e.ccessexcavated :11 be 'immediately and c�kippl.etely-dispose4 of in.an.authorized solid waste rnanagement.fgcility..These materials wetland or weiland'adjacent area, sfiall.bbsuitaj,jy'stabilized as not.to re-ehter any water body, I Page,2 of.7 ! �hi•NEW YORE STATE DEPARTMENTO ENVIROrTM�?iVTAI,:CQNSt RVA.TiQN F;Icility PEC 1D 1-47.38-0961D7 14. No.Pool Discharges to Wetland There shall;lbe.no draining,of swifiuriing pool water directly or indirectly into wetlands of'protected biiffer.ai°ea:): i:5. Clean Poll Only All.ftli shal3 consist:of clean,61d, gravel or soil riot asphalt,c n•.io 'concrete or delition ,. .debris). ( p alt, slag, tlyash, broken 16• Contain Exposed,Stack fled Soils All dis tui:•Pued aieas.Where soil will be:temporarily exposed or stook filed for longer than 4�8 hours.shall:be.contain;e+J by a continuous line of staked haybales/silt curtains (or othcrNYSDEC approved devices)placipj on the seaward s de.betvdeen the fill and the wetland orprote�cted'bu.ffer area. Tarps are authori�x,d to ;;nppiement these.approved-7nethods• V. No Disturbance.to Vegetated Tidal.W.etl , 'd There shall be,no disturbance to vegetated tidal wetlands.or.protected buff"erareas.as a result.of tlie.'Permitted activities: 18. Area of Dis turbance for Structures DWurbanoe to seawar the natural vegetation.ox topography greater 1 than 25 feet d of the approved sti•ticW e:is.ptgh.ibited; 19. Storage of Equipment;.Materials The.stoxaga:of construction e aipment and materials shall be con ned.�vitfiin the liroject work area and/or.,Upla:ndiareas.i neater than 751inear feet from.tlie tidal wetland boundary: i ;D. Vegeiaie All Disturbed.Areas. The'pennittee saa11 revegetate. first. all exposed:faces and disturbed areas to prevent soil erosion prior to the project coxnpletio�i or expiration.date of this permit, whichever. comes 21. Coricr 0e Leachlite During construction,no wet or fresh.concxete�or leachate shall.be allowed to escape into any wetlands.or waters Of New'York State;;not shall wzislilhgs frohT ready-mixed concrete. trucks; rriixer$; or other dbVice.s be:allowed ta:.enter:s iy wetland or wa#ors. Only watertight;:or waterprool'fozms shall be used, Vdet concrete shall 60 t be Routed.to displace water within the forms, 2z..Precautions:Against Contamination.of'Wat+ors. All necessary precautions shall betaken to preclude contamination of any wetland br waterway b',y suspended solids, sediments, fuels; solvents, I lubricants, epoxy �,oatiiigs,paints, concrete,leachate it any other,envaxoninentallydeleterious materials I .associated with the project. i 2a. Failure-to Meet Perrhit.Cdnditidns Failbxe 6,f q fie perihittea to meet all the conditions of this perin.it is,a violati,clrr pro of this.permit and grounds for an iorder-to immediately cease the-perriritted activity I at the, j ect site: 24. State May Require Site Restoration It'upon the c,xpir,ition.or.tevocation'of this permit,the Project hero.y authorized hay,not.been completed, the i[applicant shall,without expense to the State, and I to such extent and iin such time and ma. etas the DePai•tineiit of Envirornnental (Donservation may lawfully require;remove all or..-any portion of tlie.unco rxpletE;d:struclaue or fill and restore.the site to its fo171rrt condition: lVo.claim.e;hall be made..agaiiist tl3e f3late o£lVew'Yark on.aceotuit of any such removal or alteration. I Page 4 of 7 i I NEWiYORKSTATE R'EP`ARTkENT OF ENVY 90NM��NTA 1,*CO ZYS 1"A VAT10 N.Facfllty _101-47387dQ607 25, State*May Order. Removal or Alt&aticin Qf-)A/drk If future operations by the Stato of New YQr.jc require an-altenifion i'n the pQsition.of-the structure;or work h6rcffi-authori-�,ed`, or.-if,..-in-tfie opinion of-theDepajtmont Of�'Etivirofnhenta],C'Ofts.er.vzition it.,Sbql Cause Unreasonable obstruction of said Waters or'' Tito thd free navigation flood ROWS or'endanger the h-ealli, safely or. welfare of the PkIoPle of the. St", Toss or.destruction(if the-natural resourcesate, or cause. of the State,the..Q.wner.may'be ordered by the.Departneilito remove.Or alter the structural Work., obstftldtiorjs, 0>-hazards cauged thereby without and if,.upon tIle..eNpiratiori.or rev-0p.ation of this per-jnit,.the structure ' Y -out bxp�nse to the State, , fill, excavation, or other modffloation of the watercourse hereby -1 no be completed . . authoiiz�d,,�;hbd t expense to the owners, shall, without: P .-tbe State, and to such and ift such tame and manner as tfie Department.of .Environmental Conservation may p�!q�ure, remove-4t[.Qr any portion ofthe and-restore to its.-Po n -uncompleted stra.cture:or-fill rMer condition an�-flood:capacity of the.:ik be made ggpinstth6 Si ' atb.fcoutsi!. No-claim shall We.(�f N.ew'Yoik on ac.count.pf any-suph.removal"or alteration. .26. State.Not Liable for IDAiIage.� The State.ofNow York shall in no case be liable-for an damage or injury ter tbe.-structure or-work herei' y - undeftakdri.by the State e n n-authorized whjoh.may-be.caused.by or result P�'Om*future operations for PO setwitiohoriulp ' claim orxight to compensation sha PDvemont of navig4tion,.or fbr other PuPoses,and no It acotae flom.all from.an.. '-such damage. GENERAL tip Author.ized P`rffiit8: ENERAL CONDITIONS - ApIJOY t, e I. Faclifty InsPection...bp The Department. permitted.qrmitt6d site off4cilit., including relevant subject to ihspect�p4 dt,r, facility, including .q nt records,is easonale'liours and irlterval'�3by-an authorized.re presentative ofthe Departmbnt of Environmental Con§&vAtibn.(the Department) to �116terthinbwhether the.P.Pirfi.it*is complying with this pe'r'm'it,and the ECL. -8uch representative may.or'�Icr thic Work'sWpended.Pursu adt to E.CL 71-0301 and SAPA 401.(3). The perm.itteO*shall provide 0 e a.per-son.to,,qcc accompany tP,e D Pa—ftM nt's representative d to th.c.permit area when requestod'by the Department. uring.*an inspection. A copy of t'his pen.-nit, ,: ' I including 411 fefetgnced maps, 1 drawings And special condilf QPs, must be available forinspection by the Department at all times'ar.the pr(.)j ect'&jte or facility. P!Wtlfetb'produce:4-the.permit upon r6qizest--by'a.DbparLment.representati I - . copy of V'c;isaVio..1'4tionof.tllis--permit, 1; RelatiOnship..'bf this Perjinitto'0thetD6pdrtmVfJL Orders and Detect nations Unless expresslyPrQvided.for by tho'De artm�-,nt;issuance of this pernit do.es-not modify;P .or deteiiniriafi,oh y; supersede or res.dind.zfiiy order " previ,Qusly issued by the:Department contained in such.order, IF any of e..terms, conditions.:or r.equirements detonhinatibn-. ..Age,-5 of 7 N9W.Y-'QRK STATE DEPART�M N '4C; T OF XONkk-VATION 111ty, DEC 4138A.0607 Is.r.0TIFICIATION'OF 0THF4#.P. E1'M-TTEE PKIGATIONS Item A: Permittee Accepts Legal RespouslbilityInd.Agtets to Indemnification�A The petrhltt&e,-(-,kcePt1ng-.st4te.qrfederal--agerloie.s,.',.(Pressly agrees to-indemnify.and hold harmless the Depariment' of Environmental Conservation* of the E-Ptate of NeW York,-its,ieprqs6ntatjve$, employees, ts.("DEC"}for yees, and agents. -r all claims, suits; actions, od damagps.,-to the.extent-attributable to the: PCtmittee's acts:or omissions in.co nrid ction with the permitteel-s tindertaldng of activities With, or operation and,maintenance ,in connection nance of,the acility.-91,facilities authorized-by the Permit whether"in cd.riipliance or not in cornjDH64ce with-the terns anal!conditions..of the permit. 'This...indemnification does 'lot extend to:any claims,-suits,.-actiong., or damages 1:10 the 6ktent'attributabi 6'tb D -hit6htio or..�d abts. DEC's own negligent oromis.sions,..or to any claims, sui*t -Qr actions naming DEC and arising under . Article'78-0?thC';.New.York. 'Civil,Pr'eictfdd--)ajvvs'ajaq 'Rules of.any citizen suit or civil rights Pro"vision tinder federal or state laws, Item'& Permitteels.Contractors to Comply with[Perruff Tlie per M" ittPe is responsible for.informing.its indep�,,ndent contractors,emplo -.es, agents-and assigns,*of their responsibility employe lity to 61110Y With tht .permit, ih0Wdirig:all special conditions wjlil6i acting as the Pelmittee'8 agent with respect.to the p ermi d' tte activijtfes.j and.Stich persons shall 608ubj"t.lo the same �Sdnctiobs.for violations.bf nt the.Etiviro " ..=e 01 Conse I)AY`ati'pn�La,.,v as those prescribed.for the perniiftee. Item C: Pern)ittee Responsible for Obtaining Other Required'Peenijt*s The.-p bi-mittoe.i9xes0onsible.for obtaining Any-other.1p S, aPPro vA.JsD.Iands, easements and rights-ofway that maybe:-required:to.-carryout the,activities-ti lat are:authori'zed by this permit. Item.1)- No Right to Trespass or.hiterfeire;-with.R4iparia»i Rights- This permit.doPs not convey-to.the..pel-mittee any r 9c, It to trespass-upon'the land,,or inierfere with'the riparian rights of others--in'order to perfOrm the p tt any-iights per=* '' ;6d m,,ork hor does.it authorize the im airrhent of title, or interest in Teahor,personalr . not.. ... U perrriit. .Propel4v -or vested'in a-pe son a party to the Page 7 of 7 s ` OCT 12 2022 BUILDING DEPARTMENT- Electrical Inspector EFO,K�� O G TOWN OF SOUTHOLD o =� - Town Hall Annex- 54375 Main Road - PO Box 1179 iv • Southold, New York 11971-0959 4& a0� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov- seandCc)-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ' Electrician's Name: �� A-ve, License No.: EIec. email: _ Elec. Phone No: \ ;?5,Z-3L, 2t request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: \ Address: Cross Street: 06110, krin Phone No.: Bldg.Permit#: A�'%'-,do email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO E Rough In ❑ Final Db_y6u need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) - Service Size©1 Ph❑3 Ph Size:90D -A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect OrTderground❑Overhead # Underground Laterals F1 1 2 001H7 Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION Ve-6PA4 101 J'A'2-z-, �� $ CQ50 ------ BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 4 Telephone (631) 765-1802 Temporary Certificate # �� Date 0 �a� 2022 Customer Name e—r Electrician Name Address O ne (p ! 5 e-mail e-mail 6vv,. Phone License# Ij Size JJ0 Q A Phase�_Overhead Underground #of Meters Remarks #of Underground Laterals 1 (2j New "H" Frame or Polel 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 verificatio fo m the date ye. Authorized by � I� II� Ir✓ I� �1�1 ,_ �n�� OCT 1 a 2022 BUILDING DEPARTMENT-Electrical Inspector ,JYw� �'OG LLD' TOWN OF SOUTHOLD C� Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 A Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrO-southoldtownny.4ov— seand@southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AM Information Required) Date: 10-17-2022 Company Name: MRJ Industries, LTD Electrician's Name: John Ferguson License No.:- ME-41853 Elec. email:Office@mrjindustries.com Elec. Phone No: 516-885-7914 tD 1 request an email copy of Certificate of Compliance Elec. Address.: 27 Quail Run, Hampton Bays, NY 11946 JOB SITE INFORMATION (All Information Required) Name: Culver Address: 2060 Clearview Ave, Southold Cross Street: Gardiners Lane Phone No.: Bldg.Permit#: 47855 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pool bonding inspection Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 F12 n H Frame Pole Work done on Service? ✓ Y DN Additional Information: PAYMENT DUE WITH APPLICATION Ire op"2—g 3� 4-7 % 5 10 (O 1 5-4qq •��SUFFa(kC0 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o. �` ? Town Hall Annex - 54375 Main Road - PO Box 1179 h Southold; New Yorke 11971-0959 o�,Orr � Telephone (631)765-1802 --FAX (631) 765-9502. 1 ' rogerr(aD-southoldtownny.gov - seand(@southoldtownriy.aov APPLICATION FOR ELECTRICAL:-INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name:,; License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: & (fZ Cross Street: Phone No.: Bldg.Permit #: SS' email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO [—]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame El Pole Work done on Service? Y N Additional Information: PAYMENT-'DUE WITH APPLICATION PERMIT # Address: C— �v Z/w U" cz^ Switches44 Outlets *' 41 \ B 7 GFI's Surface Sconces HH's�� lj�Opsl w I UC Lts �� ( ?y�� rc Fans Fridge I HW Exhaust ,> Oven a/ �rL �Q W/D -�[✓ Smokes �1L1 DWG f I Mini Carbon ( Micro r Ge erator 1 Combo 111 Cooktope Transfer AC AH Hood f Service ,,(� � �Amps HaavveQ Used Special: 4 nC/ Vq`-/ t*vComments I llo r-04-c. / P 9-� ( sOM fie,, OV 4 vzt- %UrPOLK C0kjNTY DEPARTMENT OF HEALTH OFFICE 01:WASTEWATER MANAGEMENT FC1R OFFICE USE-ONLY 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY Jigs() Health Department Ref,No. (631)852..57CO I f1ci)Ithwwm@SL1ffoIkcou t ny,gcv Verification of Major Reconstruction Certification (Please Type or Print the Following III f'ornjaj 1011) Projwrty Address(Street,("ity,Std[C.Zij)CLAC): Town C, Section1s) Titx Map No. Blocks) t(-,S, pplicullt(s)rc�L�e Cj I 'Ile 0CF)cIdL1,11 ProfleSsional: /*)� Lfacl , ALL questiwiv fit, 1/1 hy ffirl;i must he a11S)11eveTvj71? (I 4-heckiiiai-k. hieoriip1(,,t Lorlyis Will iiot be ac-ceL)IL?jj Pr et'I yore(i'hcck Onrj: I——............... ................ ......... Residential Cominercial �F7,) _ro Appraisal S(!ction Name of Appraiser: o Coe) 631 New 'K, State Certified Kcal Estate Apprakel- Addrcss 0f'Apprm.qV1_*:......... ...................... lr-,jqj,�r cc 1.,,1_1..... __-k -War 1X stjjg pell111Clt /.......A. ) StI'LICtLIj'L!(.S) per klarket Value Article 6 M�ijo! Definition. Attach COPY of the NYLS Cel- 0C)o 00o Real Estate Ar)j:iralsal Report With Deferinined Market Va1uLo',- raiNitl Report must be dated within one year oI'subnli,,sj()jlj,jjltc 161-111) ('01101-uction F;Stim-ate Section be pro%,j(je(j by the licun,ed NYS D..,�Jgjj I,j-k)I-cssi0jjaI signing(Iris (),.11 Brier f)escrijiiion of ProjectProposal/Work_: 1 Project fevK- "1 A C)j-)j 10C T- Cost Esfiniate_(S): _L�0�00 1-tach ('(TY (Athe Itemized Project Coat b,,.qti ilia t(!*** VVVVM306(8/9/21) Page 1 of Verification UM;ajor Reconstruction Ft�i, et C.'onstruction Estimate more Chan 5(1'%,I cif ed Mailo Valuc of the I�xisting Pumannl �i�1) Yes tl\ No rent/rc prn%ect Ls ct(cssi/ied as McfjarYh's Ilecanstrrrcrion***„' Additional Conunlents/Expl:Itaatior \PI'Lp'\TIO\Iti IIF'RERl'N.\b):PUIt:\PFIt111'1'I\.\('('OIi U:\V('h: Tllls,\PI'L1('ATIOV.SI'It1'F1'(SI,\Nf)PL.\Vf5)SC11MITTI-A). \\'1:('I:It'11F1'lll.�l"FIIF INF'OR\I.CPIUV ON PAGE I \NO PAGE!OF TIIIS PORN A" I.l.'I M A'IMC"IEN'IS IIAVE BEI;Y RI;\'IE11'F:U Ii\'l!5,\VI)'I7L1T,H-\SF.0 O,\'Ulai 51 I'F:I\\I!.l"'1'1(L\1'IO.\(S):1?:u'OR or)lelt s'I I OI ES,WI,Ilk..IE\h: IIIAT I'llL INVOR\I.%no\Is�ulml-:\('ct RXI h.AND t.'u.NFl.h:l I... 11'h:l\Dh.R11.\lU I'11.11 h'\LSF 1'I"A'I'E111•:\'1'S�L\UE fllatiill'Altt•:I'l\ISfi.\Itl.l•:.\ti.1 C'L.\Sti.1 Ill ISIWAIKAN(Ilt":IlSt A-X f RISE'(I'ION 2 114 4 5 0 1--l-RIi VOTr_c)ltict— N kI.SilC-N�TUM&Ia�Rfn 1 ��! X'I'S SIO\.\1'I ItI(S),(i1(.I:N'I',I.I('.3U'I'.cCIil'TA B 1.l:) � 'I I'1(I\I'AI'I'L Il'1\"1'•ti V:1\tl i5) _•,...•, \ 7 4 r)I:il(fN I'R(11`L•�SIU\.\L•S tiCi\A l l'RI -- _ PROrUMMIAf.S A-Al I'rlx•rv:\��I��-�t��1�'ry �G�C:�-. ...__.. _....__.._C.u.•e�s):r�__T4�_. . '`1��21� WWM—306(8/9/21) Page 2 of 2 TP-584(9/19) Recording ofce time stamp v"� Deparlmanl of Tbmtka ernf Flnance Combined Real Estate Transfer Tax Return, STATE Credit Line Mortgage Certificate,and Certification of Exemption from the Payment of Estimated Personal Income Tax See Form TP-584.1,Instructions for Form TP-584,before complatIng this form.Print or a. Schedule A-information relating to conveyance Granlorffrans eror Name prindMaua(last,um.m/dda Inldalf(❑mark an XHmora than one gmntoi) Social Security number(SSN) ❑Individual Radovic,Ratko and Radovlc,Angela Ja (a 1—LA O ❑Corporation Molting address SSN ❑Partnership 2060 Clearview Avenue •OB.4 b • 5173 ❑Estale/Trusl City slate ZIP code Emplayorldontificationtlumbw(EIN) ❑Single member LLC Southold NY 11971 ❑Multi-member LLC Single member's name if grantor Is a single member LLC(sea Insfmcdans) Single member ON or SSN Other fan ee ranseree Naam/eplfadvidual,test,Kral,mkMlainitlaq maAan XNarone than onograntae) SSN ^� �j ❑Individual 11W£P S '�.1�,S W9 r l4-1—' OJ3 /C d�y r 7� Q Corporation Melling address p Partnership 80 High Farm Road SSN y-7 17 7 y3 4 ❑EstatefTrust City Stale ZIP coda EIN ❑Single member LLC Glen Head NY 11545 ❑Multi-member LLC Single member's name if grantee Is a single member LLC(see hsbuctions) Single member EIN or SSN ❑Other Location and description of property conveyed Tax map designation- SWIS code _Street address-- - City,town,or village County Section,block&lot ' (six digits) (include dots and dashes) 070.00-10.00-028.002 2060 Clearview Avenue Southold Suffolk 473889 Type of property conveyed(mark an X in applIcable box) 1 ❑One-to three-family house 6 ❑Apartment building Date of conveyance Percentage of real property 2 0 Residential cooperative 7 ❑Office building conveyed which Is residential 3❑Resldentlai condominium 8 ❑Four-famlly dwelling 09 1 30 12021 real property 100a/a 4❑Vacant land 9 ❑Other maw °vy r� (see instructions) 5❑Commercialfindustrial Condition of conveyance L❑Conveyance which consists of a 1.❑Option assignment or surrender (mark an Kin all that apply) mere change of idanlllY or farm of a.®Conveyance of fee interest ownership or organization(aaam m.❑Leasehold assignment or surrender Form 1P-584.1,Schodufo F) b.Ci Acquisition of a controlling Interest(slate n.(j Leasehold grant g.❑Conveyance for which credit for tax percentage acquired %) previously mmiou SB4 t,Schedule ll beclaimed(attach o.❑Conveyance of an easement c. ❑Transfer of a controlling interest(state percentage transferred ya h.0 Conveyance of cooperative apartment(s) p.❑Conveyance for which exemption from transfer tax claimed(complete d.❑Conveyance to cooperative housing I,❑Syndication Schedule B,Part 3) corporation q.❑Conveyance of pro arty state partly within e.[I Conveyance pursuant to or in lieu of 1�❑Conveyance of ell rights or and pertly outside th foreclosure or enforcement of security development rights r.❑Conveyance pursuant to divorce or separation Interest(aaach Form TP-584.t,Schedule p k.0 Contract assignment s.❑Other(descd6e) For recording oMker's use AmaunI received Date received Transaction number Schedule B,Pan 1 S Schadute B,Port 2 S� Page 2 ol4 TP-564(9i19) Schedule B—Real estate transfer tax return(Tax Law Article 31) Part 1—Computation of tax due 1 Enter amount of consideration for the conveyance(Byou are claiming a total exemption from tax,mark an X in the Exemption claimed box,enter consideration and proceed to Pad 3)................................❑Exemption claimed 1. 1569000 2 Continuing Ilan deduction(see Instructions it property Is taken subject to mortgage oriien).......................................... 2. 0 3 Taxable consideration(subtract 11ne 2 fmm line 1)................................................................................................... 3. 1669000 4 Tax:$2 for each$500,or fractional part thereof,of consideration on line 3........................................................ 4. 6276 6 Amount of credit claimed for lax previously paid(see Instructions and attach Form 7P•584.1,Schedule G)............... S. 0 6 Total tax duo*(subtract line 5 from lino 4)................................................................................................................ 6, 6276 Part 2—Computation of additional tax due on the conveyance of residential real property for$1 million or more 1 Enter amount of consideration for conveyance(tram Part 1,line 1)....................................................................... 1. 1569000 2 Taxable consideration(mufflply line Iby the pmcaniagaofthopremiseswiddiIs residential mulpmpedy;essirownlnScheduleA)... 2. 1569000 3 Total additional transfer tax duo'(muffiplyline 2 by 1%(01)).................................................................................. 3.1 15690 Part 3—Explanation of exemption claimed on Part 1,line 1(mark an Kin all boxes that apply) The conveyance of foal property is exempt from the real estate transfer lax for the following reason: a, Conveyance Is to the United Nations,the United States of America,New York State,or any of their instrumentalities,agencies, or political subdivisions(or any public corporation,including a public corporation created pursuant to agreement or compact withanother state or Canada)............................................................................................................................................................ a ❑ b. Conveyance Is to secure a debt or other obligation............................................................................................................................ b ❑ c. Conveyance is without additional consideration to confirm,correct,modify,or supplement a prior conveyance............................... c ❑ d. Conveyance of real property is without consideration and not in connection with a sate,including conveyances conveying realtyas bona fide gifts....................................................................................................................................................................... d ❑ e. Conveyance is given in connection with a tax sale............................................................................................................................. e ❑ f. Conveyance is a more change of identity or form of ownership or organization where there is no change in beneficial ownership.(This exemption cannot be claimed for a conveyance to a cooperative housing corporation of real property comprising the cooperative dwelling or dwellings.)Attach Farm TP-564.1,Schedule F.................................................................... f ❑ g. Conveyance consists of deed of partition........................................................................................................................................... g ❑ h. Conveyance Is given pursuant to the federal Bankruptcy Act............................................................................................................ h ❑ I. Conveyance consists of the execution of a contract to sell real property,without the use or occupancy of such property,or the granting of an option to purchase real property,without the use or occupancy of such property................................................. I ❑ J. Conveyance of an option or contract to purchase real property with the use or occupancy of such property where the consideration is less than$200,000 and such property was used solely by the grantor as the grantor's personal residence and consists of a one-,two-,or three-family house,an Individual residential condominium unit,or the sale of stock In a cooperative housing corporation in connection with the grant or transfer of a proprietary leasehold covering an individual residential cooperative apartment....................................................................................................................................... ) ❑ k. Conveyance Is not a conveyance within the meaning of Tax Law,Article 31,§1401(s)(a0ach documents supporting such delm)............................................................ 'The total lax(from Part 1,line 6 and Part 2;line 3 above)is due within 15 days from the date of conveyance.Make chock(s)payable to the county clerk where the recording is to take place.For conveyances of real property within New York City,use Form TP-504-NYC,If a recording Is not required,send this return and your chack(s)made payable to the NYS Department of Taxation and Finance,directly to the NYS Tax department,RETT Return Processing,PO Box 5045,Albany NY 12205-0045.If not using U.S.Mali,see Publication 55,Designated Private Delivery Services. Page 3 of 4 TP•584(9119) Schedule C—Credit LLlne Mortgage Certificate(Tax Law Article 11) Complete the following only it the Interest being transferred Is a fee simple Interest, This is to cartlfy that:(mark an X in the appropilate box) 1.Q The real property being sold or transferred is not subject to an outstanding credit line mortgage. 2•[ The real property being sold or transferred is subject to an outstanding credit line mortgage.However,an exemption from the tax Is rrclaimed for the following reason: a l J The transfer of real property is a transfer of a fee simple interest to a person or persons who hold a fee simple interest In the real properly(whether as a joint tenant,a tenant in common or otherwise)Immediately before the transfer. b Q The transfer of real property is(A)to a person or persons related by blood,marriage or adoption to the original obilgor or to one or more of the original obligors or(B)to a person or entity where 50%or more of the beneficial interest in such real property after the transfer is held by the transferor or such related parson or persons(as in the case of a transfer to a trustee for the benefit of a minor or the transfer to a trust for the benefit of the transferor). c Q The transfer of real property is a transfer to a trustee In bankruptcy,a receiver,assignee,or othor officer of a court. d Q The maximum principal amount secured by the credit line mortgage is$3 million or more,and the real property being sold or transferred Is not principally improved nor will It be Improved by a one-to six-family owner-occupied residence or dwelling. Note:for purposes of determining whether the maximum principal amount secured is$3 million or more as described above,the amounts secured by two or more credit line mortgages may be aggregated under certain circumstances.See TSB-M•96(6)•R for El Other ore infoation regarding these aggregation requirements. u e Other(attach detailed explanation). 3,Q The real property being transferred is presently subject to an outstanding credit line mortgage.However,no tax is due for the following reason: a Q A certificate of discharge of the credit line mortgage is being offered at the lime of recording the deed. b Q A check has been drawn payable for transmission to the credit line mortgagee or mortgagee's agent for the balance due,and a satisfaction of such mortgage will be recorded as soon as it Is available. 4.Q The real property being transferred Is subject to an outstanding credit line mortgage recorded in (Insert Ilber and page or reel or other identification of the mortgage).The maximum principal amount of debt or obligation secured by the mortgage Is .No exemption from tax Is claimed and the lax of Is being paid herewith.(Make check payable to county clerk where deed will be recorded.) Signature(both the grantors and grantees must sign) The undersigned certify that the above information contained in Schedules A,B,and C,Including any return,certification,schedule,or attachment,Is to the best of their knowledge,true and complete,and authorize the person(s)submitting such form on their behalf to receive a copy for purpos s of recording the deed or other instrument effecting the conveyance. & A tum Grantor a taro TIVa / (ftI C11,nt4\I�-mot f Grenlor .elgnelur T1Va mtla Reminder Did you complete all of the required Information in Schedules A,e,and C?Are you required to complete Schedule D?If you marked e,f,or g in Schedule A,did you complete Form TP-584.17 Have you attached your check(s)made payable to the county clerk where recording will take place?If no retarding is required,send this return and your chock(s),made payable to the NYS Department of Taxation and Finance,directly to the NYS Tax Department,RETf Return Processing,PO Box 5045,Albany NY 12205-0045.If not using U.S.Mail, see Publication 55,Designated Private Delivery Services. Page 4 of 4 TP-584(9/19) Schedule D—Certification of exemption from the rLayment of estimated personal Income tax(Tax Law,Article 22,6 fi63) Complete the following only If a fee simple Interest or a cooperative unit Is being transferred by an individual or estate or trust. If tho property is being conveyed by a referee pursuant to a foreclosure proceeding,proceed to Part 2,mark an X In the second box under Exemption for nonresident transferors/suffers,and sign at bottom. Part 1—New York Stale residents If you are a New York State resident transferodsellar listed In Form TP-584,Schedule A(or an attachment to Form TP-664),you must sign the codification below.If one or more transferor/seller of the real property or cooperative unit is a resident of New York State,each resident transferor/seller must sign in the space provided.If more space is needed,photocopy this Schedule D and submit as many schedules as necessary to accommodate all resident transferors/sellers. Certification of resident transferorsfsellers This is to certify that at the time of the sale or transfer of the real property or cooperative unit,the trensferorlseller as signed below was e ~ resident of New York State,and therefore is not required to pay estimated personal Income tax under Tax Law§663(a)upon the sale or transfer of this real property or cooperative unit. elgnaturs L_ Print full name Date algnolure Print full name Date t Slgnalure Print full name Date signature Print full nano Dote Note;A resident of New York Slate may still be required to pay estimated tax under Tax Law§685(o),but not as a condition of recording a deed. Part 2—Nonresidents of New York State If you are s nonresident of New York Stale listed as a transferor/seller In Form TP-584,Schedule A(or an attachment to Form TP-584)but are not required to pay estimated personal income tax because one of the exemptions below applies under Tax Law§663(c),mark an Xin the box of the appropriate exemption below.If any one of the exemptions below applies to the transferor/seller,that transferodsetler is not required to pay estimated personal income tax to New York State under Tax Law§663.Each nonresident transferor/sellor who qualities under one of the exemptions below must sign in the space provided.If more space is needed,photocopy this Schedule D and submit as many schedules as necessary to accommodate all nonresident transferaralselters. If none of these exemption statements apply,you must complete Form IT-2663,Nonresident Real Property Estimated Income Tax Payment Form,or Form IT-2664,Nonresident Cooperative Unit Estimated Income Tax Payment Farm.For more information,see Payment ofestimaied personal Income tax,on Form TIP-584-I,page 1. Exemption for nonresident transferors sellers This is to certify that at the time of the sale or transfer of the real property or cooperative unit,the transferor/seller(grantor)of this real property or cooperative unit was a nonresident of New York State,but is not required to pay estimated personal Income tax underTax Law §663 due to one of the following exemptions: ❑The real property or cooperative unit being sold or transferred qualifies in total as the transferor'slsailer's principal residence (within the meaning of Internal Revenue Code,section 121)from Date to onto (sea instructions). ❑The transferor/seller Is a mortgagor convoying the mortgaged property to a mortgagee In foreclosure,or In lieu of foreclosure with no addltonal consideration. ❑The transferor or transferee Is an agency or authority of the United States of America,an agency or authority of New York State, the Federal Nallonal Mortgage Association,the Federal Home Loan Mortgage Corporat in,the Government National Mortgage Association,Ora private mortgage insurance company. Signature Print full name Dote 810-h D Print NI name Data Slgnatwo Print full namo Dote slgnaaxe Pdnt full name Dote Now York Tax Law Section 14090) LLC Grantor or Grantee of 1 to 4 Family Residential property This document is accompanying Form TP504 and Is submitted in compliance with Tax Law Section 1409(a). The❑ Grantor d Grantee is Three Seasons LLC. The names,business addresses,percentage of ownership and social security numhersrEIN numbers of all members,managers,and any other authorized persons of such limited liability company are as follow: Name Business Address,Percentage of Ownership and Social Security Numbers/EIN Numbers 0"o-v-- o 'w (:.rw m '2c� ,h,zVrese. For each Business entity or partnership listed above,the names,business addresses, percentage of ownership and social security numberslEiN Numbers of all shareholders, directors,officers,members,managers,and partners are as follow: ALTA OWNER'S POLICY OF TITLE INSURANCE Policy Number: Fidelity National W Insurance�Tl le' 7404.012159 Any notice of claim and any other notice or statement in writing required to be given to the Company under this Policy must be given to the Company at the address shown In Section 18 of the Conditions. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B,AND THE CONDITIONS, FIDELITY NATIONAL TITLE INSURANCE COMPANY, a Florida corporation (the"Company)insures,as of Date of Policy and,to the extent stated In Covered Risks 9 and 10,after Date of Policy, against loss or damage,not exceeding the Amount of Insurance,sustained or incurred by the Insured by reason of: 1. Title being vested other then as stated in Schedule A. 2. Any defect in or lien or encumbrance on the Title. This Covered Risk Includes but is not limited to Insurance against loss from (a) A defect in the Title caused by (I) forgery,fraud,undue influence,duress,incompetency,incapacity,or impersonation; (ii) failure of any person or Entity to have authorized a transfer or conveyance; (ill) a document affecting Title not properly created, executed,witnessed, sealed,acknowledged, notarized, or delivered; (iv)failure to perform those acts necessary to create a document by electronic means authorized by law; (v) a document executed under a falsified,expired,or otherwise invalid power of attorney; (vi)a document not properly filed,recorded,or Indexed in the Public Records including failure to perform those acts by electronic means authorized by law;or (vii)a defective judicial or administrative proceeding. (b) The lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable,but unpaid. (c) Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term 'encroachment' includes encroachments of existing improvements located on the Land onto adjoining land,and encroachments onto the Land of existing improvements located on adjoining land. 3. Unmarketable Title. A. No right of access to and from the Land. 5. The violation or enforcement of any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (a) the occupancy,use,or enjoyment of the Land; (b) the character,dimensions,or location of any improvement erected on the Land; (c) the subdivision of land;or (d) environmental protection If a notice,describing any part of the Land,is recorded in the Public Records setting forth the violation or intention to enforce,but only to the extent of the violation or enforcement referred to in that notice. 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 if a notice of the enforcement action,describing any part of the Land,is recorded in the Public Records,but only to the extent of the enforcement referred to in that notice, Copyright American Land T1lle Association.All rights reserved. The use al this Form(or any derivative thereol)is restricted to ALTA licensees and ALTA members In good standing as �a of the dote of use.All other usee ate prohibited. Reprinted under license from the American Land Title Aeaecietion. ALTA ITvnees Policy(Oen7/2008) Pdnied:De.28.21010:52 AM NY¢T•FRVH.01070.451004.9P5.2730a•141.7404-01215e FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO,7404-012169 7. The exercise of the rights of eminent domain if a notice of the exercise,describing any part of the Land,is recorded in the Public Records, 8. Any taking by a governmental body that has occurred and is binding on the rights of a purchaser for value without Knowledge. 9. Title being vested other than as staled in Schedule A or being defective (a) as a result of the avoidance in whole or in part,or from a court order providing an alternative remedy,of a transfer of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting Title as shown in Schedule A because that prior transfer constituted a fraudulent or preferential transfer under federal bankruptcy, state insolvency,or similar creditors'rights laws;or (b) because the instrument of transfer vesting Title as shown in Schedule A constitutes a preferential transfer under federal bankruptcy,state insolvency,or similar creditors'rights laws by reason of the failure of its recording in the Public Records (I) to be timely,or (ii) to impart notice of its existence to a purchaser for value or to a judgment or Ilan creditor. 10.Any defect.in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The Company will also pay the costs,attorneys'fees,and expenses incurred in defense of any matter Insured against by this Policy,but only to the extent provided in the Conditions. IN WITNESS WHEREOF,FIDELITY NATIONAL TITLE INSURANCE COMPANY has caused this policy to be signed and sealed by Its duly authorized officers. Issuing Office: Fidelity National Title Insurance Company Fidelity National Title Insurance Services,LLC By: 24 Commerce Drive Riverhead,NY 11901 L-- Tel: (631)727-0600 Fax: (631)727-0606 _ Randy Quirk,President Countersigned By: Attest: Authorized Officer or Agent „ Marjorie Nemzura,Secretary Date: Fidelity National Title Insurance Services,LLC i SEAL N Steven Zeikowitz,Authorized Signatory ,Authorized Signatory t� Copyright Amorlcnn Lend Title Association.All rights reserved. jao,inu .uivuu" The use of this Form(or any derivative lheroo0 Is restricted to ALTA licensees and ALTA members In good standing as of Iha date of use.All other uses are prohlblled. Reprinted undar license from the AmadaOn Land Title Ass"Inuon. ALTA Owners P00cy(osn712000) Pdntsd:00.28 21®10,52 AM W.F T-F R VH-010D0.4 a 1004-S PS-2700a-1.21.74 DI.012159 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO,7404-0I2169 SCHEDULE A A' _q6uhtONIIISUM666�;'' September 30,2021 $1,669,000.00 1. Name of Insured: Three Seasons,LLC 2. The estate or Interest In the Land that Is Insured by this Policy Is: Fee Simple 3. Title Is vested in: Three Seasons,LLC Deed made by Ratko Risdovic and Angela Radovic,his wife dated September 30,2021 to be recorded in the Suffolk County Clerk's Office. 4. The Land referred.to in this Policy is described as follows: See Schedule A(Continued),following. copyright American Land Title Association.All rights reserved. The use of this Form(or any derivative thereol)Is restricted to ALTA licensees.and ALTA members In good standing as 2f the date of use.All other uses are prohibited.Reprinted under license from the American Land Title AssocIallon. ALTA Ome,'.Poky(0611712000) Pdnt&d;osas,21 q 10:52 Am NY-FT-FR'Ai-01030.431004-SPS-27306-1-21-7404-012159 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO,7404-012159 SCHEDULE A (continued) AMENDED 8/23/2021 ALL that certain plot,place or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,more particularly bounded and described as follows: BEGINNING at a monument on the southerly side of Clearview Avenue distant westerly as measured along the southerly side of Clearview Avenue 265.77.feet from the corner formed by the intersection of the southerly side of Clearview Avenue and the westerly side of Gagens Landing Road; RUNNING THENCE along land now or formerly of Noll South 6 degrees 12 minutes 00 seconds West 253.00 feet to the ordinary high water mark of Goose Creek; THENCE along the ordinary high water mark of Goose Creek North 75 degrees 58 minutes 40 seconds West 134,10 feet to a point and land now or formerly of Leitch; THENCE along last mentioned land North 6 degrees 12 minutes 00 seconds East 241.00 feet to a monument on the southerly side of Clearview Avenue; THENCE along the southerly side of Clearview Avenue South 81 degrees 6 minutes 30 seconds East 133.00 feet to land now or formerly of Nofi and the point or place of BEGINNING. END OF SCHEDULE A Copyright American Land Title Association,All rights reserved. The use of this Farm(or any derivative thsteol)Is restricted to ALTA licensees and ALTA members In good standing as of the dale of use,Au other uses are prohibited. Reprinted under license from the American Lend Title Association. ALTA owner's Policy(0611712000) Printed:00.28.21®10:52 AM NY-FT-FRVH-01030.431004-SPS-273MI-21.7404-012150 Nunnakoma Waters Association Fall General Meeting Minutes Sunday, Sept 5,2021, loam - Spirakis Home Attendees: Kip and Susan Bedell Tom and Wendy Carley Christine and Russell Cherkes Lou Craco and Jennifer Patterson Jean and Richard Dean and Joan Wan John deReeder Margery and Jim Fields Michael and Vivian Flood Kevin and Nancy Foote Farhad Kazemi and Jane Opper Anne McDonald Rob and Helen Pufahl Carol, Don, and Steve Sauer Daphne Spirakis and Elizabeth Benack Beth and Spiro Spirakis The meeting was called to order by President Christine Cherkes at 10:08 am. The agenda was distributed and attendees were noted. The previous General Meeting Minutes from May 2021 were approved by Wendy Carley and seconded by Helen Pufahl. COMMITTEE REPORTS Social Chair Joan Wan said the Summer social event at the community beach was a big success. Thanks to all who contributed and participated. Roads and Infrastructure Co-chairs Spiro Spirakis and Russ Cherkes recently patched numerous potholes in the roads and they welcome any and all volunteers for future patchwork. They will continue to patch as needed and indicated that this method of maintenance should enable the community to postpone for a few years the need to significantly redo the roads. A question was raised about the road drains being clogged and whether in light of recent flooding they need to be cleaned.The committee will investigate solutions and make a recommendation, but the general consensus was that a vendor should ultimately be engaged to unclog and maintain them. Kevin Foote volunteered to investigate possible vendors. There was much discussion about the recent erosion adjacent to the marina road due to rainfall runoff from tropical storm Ida. The erosion that occurred had been quickly addressed, at the advice of consultant Mike Kimack, by Spiro, Kevin Foote, Russ, Mike Flood, Steve Sauer and other volunteers. Kevin's ability to quickly secure reinforcing materials and employ his truck to supply them was acknowledged to have saved much time and cost to the community. Farhad Kazemi asked that the attendees acknowledge the great work done by these volunteers. Spiro reported that due to the emergency nature of the required repairs, it may be possible for Mike Kimack to accelerate application of permits for the bulkhead project so as to receive approval in Spring 2022. It was noted that the cost of the emergency repairs will be funded from general operating funds. Audit Co-chair Carol Sauer Carol reported that all was in order and reminded those submitting expense receipts for reimbursement that personal items should not be included on the receipts. Marina Co-chairs Kip Bedell and Kevin Foote Prior to the general meeting, the Marina Committee met at the residence of Kip Bedell, and the following is its report. Attendees at the Marina Committee meeting were:John, Rob, Kip, Russ, Rich, Lou,Tom, Jim, Spiro. As part of the erosion repair due to the Ida rainfall, the entrance ramp to the marina docks will need to be repaired. An existing vendor (Sammy) will look at what's needed to secure/repair the space and provide an estimate, to be paid out of general funds. Kip and Kevin reported that the previously approved work to replace the dock poles on the East side of the dock area has been successfully completed. Poles on the West side will be replaced in Spring 2022. There are two families on the Marina waiting list: Shybunko (1) and Chao (2). TREASURER'S REPORT Mike Flood distributed financial statements (please see attached documents). Mike reported that the legal documents requiring review from the previous meeting were currently with Attorney Prokop and required no further action. Mike reviewed the current state of the community's finances and broke out the balances across the general bank account, marina account, and road/infrastructure set-aside amount. He reiterated that repairs to the marina itself are paid out of the marina account and that the repairs in the marina area not specific to the docks (i.e., road erosion) are paid out of community funds. He also listed the major core expense items as insurance, road maintenance, and snow removal (seasonally variable). He reported that invoices for annual dues/assessments will be issued to NWA property holders this week. It was reported that as approved previously, a retainer amount of$2500 was paid to the consultant advising on the marina erosion issue (Mike Kimack). With regard to the cost of beautification projects, as approved previously, $8000 was funded from reserves this year for the entrance beautification project and going-forward costs for maintenance of sprinklers, plantings, etc.,will be included in future year budgets. NEW BUSINESS It was suggested that people remind their renters/visitors to clean up after their dogs.The same courtesy was requested regarding garbage and garbage bins. SPRING MEETING Jane Opper and Farhad Kazemi have graciously volunteered to host the spring NWA community meeting at their house on Sunday, May 29, 2022 at 10:00 a.m. ADJOURNMENT A motion to adjourn the meeting was made by President Christine Cherkes at 10:33 a.m. and seconded by Beth Pufahl. Minutes for this meeting were recorded by Jim Fields. CAST IRON FRAME & COVER IF UNDER PAVED AREA FINISHED GRADE 8' MIN. - 12' MAX. 24' X NOTES: BRICK LEVELING COURSE MIN -c CONCRETE COVER 1• UNSUITABLE MATERIAL SHALL BE REMOVED UNDER LEACHING POOL UNTIL PRECAST CONC. COLLAR 27' c`On 6' MINIMUM PENETRATION INTO VIRGIN STRATA SAND AND GRAVEL AND AS REQUIRED MAX BACKFILLED WITH SAND AND GRAVEL TO BOTTOM OF BASIN. PRECAST 2. AS AN ALTERNATIVE TO THE DOME TOP, A FLAT SLAB CAN BE REINF. CONC. SUBSTITUTED WITH APPROVAL OF THE ENGINEER. DOME 4'0 PVC 3. LOCATION OF DRAINAGE POOL TO BE DETERMINED BY OTHERS. MIN. S PER FOOT ® ® ®®0 4. ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0" COVER. INVER ® ®EEO]0 NON-SHRINK ®®� 5. COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. GROUT 3' MIN. SAND 6. THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND x AND GRAVEL AND GRAVEL CONTAINING LESS THAN FIFTEEN (15) PERCENT FINE SAND, a COLLAR (TYP) a in SILT AND CLAY. SILT AND CLAY FRACTIONS ARE NOT TO EXCEED (5) a ALL AROUND H a PERCENT. > PRECAST REINF. o CONC. LEACHING L) RINGS cc .�, a H W .fir 8' DIAMETER wo tiW v o DRYWELL CALCULATION: ZM BACKWASH FROM POOL 70 GPM @ 5 MIN. = 350 GAL. (47 CF) DRYWELL CAPACITY = 1,263 GAL. (168.8 CF) g z 6' MIN, PENETRATION a c INTO VIRGIN STRATA" GROUND WATER cz OF SAND & GRAVEL DRAINAGE POOL DETAIL NOT TO SCALE I PREPARED FOR: CULVER RESIDENCE 2060 CLEARVIEW AVENUE SOUTHOLD, N.Y. 11971 S. T.M.: 1060-7 -10-28. DATE: 07/16/2022 NOTE: ° ti HM ENGINEERING, P.C. SCALE: NOT TO SCALE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED SHEET: 1 OF 1 ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS AREA VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 0 P.O.BOX 914,EAST NORTHPORT,NY 11731 EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. Tel:(516)476-5392 Fax:(631)980-7671 Email:hmarnika@optonline.net VOI WITHO RAISED SEAL AND BLUE SIGNATURE DRYWELL DETAIL CAST IRON FRAME'&,COVER, - IF UNDER PAVED' AREA FYNISHED GRADE 8' MIN,. - 12' MAX, 24' ¢.. NOTES: BRICK-'LEVELING,COURSE MIN z 1. UNSUITABLE MATERIAL SHALL BE REMOVED UNDER LEACHING POOL. UNTIL CONCRETE COVER : . 6' MINIMUM PENETRATION INTO VIRGIN STRATA SAND .AND GRAVEL AND PRECAST:'CdNC. COLLAR- AS. . ' AS REQUIRED MAX BACKFILLED WITH SAND AND GRAVEL TO BOTTOM OF BASIN. PRECAST 2. A$ AN ALTERNATIVE TO THE DOME TOP, A FLAT SLAB CAN BE REINF, CONC, SUBSTITUTED WITH APPROVAL OF THE ENGINEER. DBME 3. LOCATION OF DRAINAGE POOL TO BE DETERMINED BY OTHERS. 4'0 PVC ,. MIN. SLOPE 148q 4. ALL DRAINAGE PIPES 'MUST BE PROVIDED WITH A MINIMUM 2-O COVER. PER' FOOT INVER 930 5. COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR NON=SHRINK, FULL DEPTH. ,GROUT Q 0 3' MIN, SAND a. 6. THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND. AND;GRAyEL s AND GRAVEL CONTAINING LESS THAN FIFTEEN (15) PERCENT'FINE SAND, COLLAR,,<TYP) o ALL AROUND H SILT AND CLAY. SILT AND CLAY FRACTIONS ARE NOT TO EXCEED (5) A (4 PERCENT. PRECAST REINF, a CONC. LEACHING �. RINGS WO �. 8' DIAMETER >' ORYWELL• CALCULATION: BACKWASH FROM POOL 70 GPM @ 5 M. N. = S50 GAL. (47 CF) ! -DRYWELL CAPACITY = 1,263 GAL. (168.8 CF) { OG x-z: 6 .;MIN PENETRATION �• 0. INTOVIRGIN,STRATA' cuo: OF SAND RAAL . GRCIUND VATER j�3AINAGE POOL :DETAIL. .NOT TQ'SCALE PREPARED FOR: CULVER:RESIDENCE 2060 CLEARVIEW AVENUE SOUTHOLD,'N.Y. 11971 S. T.M.: 1000-7 10-28 P.C. TE: 07/1612021 NOTE: /- ° / HM ENGINEERING, 1- SCALE: NOT TO SCALE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED �� /4/7,Z, P.O.BOX 914,EAST NORTHPORT,NY 11731 SHEET: 1 OF 1, ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE ///// Tel:(616)476-5392 Fax:(631)080-7671 EMail:hmarnlkg@optonline.net a@optonlin@.net EDUCATION LAW,INFRINGEMENTS WILL BE PROSECUTED. VDI WTTHO RAISED SEAL AND BLUE SIGNATURE DRYWELL DETAIL .-�,.-..-......--..„>-.--.-.-r,..-......-....z,.._-.-.-r._,....r...��-..--..-._.......-.--..._..�--�-..-�_-....-...-.--..�....-...-.,_-_�_�..--,-�._.�-�-._..-.r-�.....-.-..--T.�_.....�-..--..-ram..-•-__._....-.-_-,-_��.__ _ R :dd Nt¢:Aition and Alterations at Cer Residence i �> BuLk OES*H TEAM „hmo,onda=3pmided b UwT~G,Swxthqld,LON Istwid 9.Mk xii" CLEARVI EW AVEN U E ArcWte YSurwy wk%%ad DY Owner dated ed 11,0,and Nan Weei..PC dated August 19.2ff11:&Existing cDfldtNoa IPAIETI MANS ' !BvcAite=tutaitJrawiags by Owner dated 11,07.19$6. . Bta Chart 0i4M Aitowable ExisoM Proposed Rasiderrcial 1 ALL CONTENT B IW-D ON THC 4' MW EET CMLUL M,Bur NOT Lot Sire(Gross) 40.00W 10.92 Aae 33.060sf/0.76 Acre 33..D60s//&76 Aas -,_••• - � 7EXT%G T!A'FROPMY of M%TWJA BESW LLE AHD AS SIKH r' LF15'ED TO,1�51GH atT@I'T,iKtAY1RIGA Nl)ER:1r63,BRAPtr AND C=-Attauu aeot 31 flwm) (ETR1 3124Taf `? FACTECTED BY Lis AND LVTERNAMMAL COPYRIWT AND OT)ffR 6sdtrdin9Rsgnd4es - �-�. -li NF LLEC7Uk?iGrE�-TLAWS, 'Um-compliant, .� .� - "'-'�""� �� ANY sYawrllDlasEa OR cD.m.�NG OF THE cEsrGH OR _ • i I :i, -_ IMAGES FEp7UFED'w T1u5 DRAVING SET AND BELDWWO To r • t PARTb A15 MIrN LLC MAY FFS4A T w LEGAL ACTION. 133.Oft 1 EXISTING CONCRETE Lot LYu11h 150ft(min.j 33.Oft mm EX./1 ilk BI TMIN aW-Attachmertt3) deg to DRIVEWAY(1676SO j - WALKWAY TO BE REMOVED t 4 rwriiEW LN ES fNSCH rtrs LICENrc Nit.cL¢aea Loth 176rt(min.) •242.OK 242.OIt(EM) NEW 8`D!AX3'D.�AND :t , , a& i O (290-Attadtment 31 8`D1A X 4•D ORYWLL ' - LL I 3T K p Ylk.4TloN OF THE LAW FOR ANY PEii°a7N:1kiLE5$ PER DETAIL u a x w ' ACTING UNMER THE 00ECTIM as A V,-EMED ARCWTBCT,To • �+ s „ ! 4.7Et2 ANY tX/AWal9i.SPECIFirATNM OR RLPORTS To*WCH Frmn,Yard Sethaclr 50.0R(mial 50.0ft 50,QR(ErR} IJrS.TaTEET F.As BEEN NPLED w AtK N4Y.JF AN ("290-Attadrnmc 3} Y i - t n (G rTE"SEAS N6 THE SEAL OF V+AgOWKCT is a,.:E&EP THE Q1 f f l . ALTER44 AP.CNRECT SKALL AFFIX TO HM ITEM THE SEAL AW Side Yard.Setha&S Each:15ft(Rua.) Each;43.OW2S.2ft Each 15013l2s.2R = 1 i Q a EX. ENTRY � ) 7 iNt;srarAipN•s'IE,'�it H'r FOLLOKD BY P4 SWNARK AMi �^ T!ff DATE of;iSH ALTEFA7IorL Ar9-A sPEaFlc,hESCRtrrow (26D-Attachment 3) Totat•35R(mw Total:G&Nt Tote-40.2ft i t. f t •�;'�r" ; ENCLOSURE APPROX.LOCATION OF EXISTING or Tic ALTUATION NEW GUTTERS AND ;-- >: 1 �? RmrYard Setback soft(Rina 14aoft 134,33ft LEADERS THROUG*WT TO _ 1 -- (68 SF) _-- 1 SEPTIC TANK-AND POOLS REFER ' 12a0-Auaa>mr"+t3) -� - - �- -- -Y TO SCDIISRFF.ND.86-50-115, ° AfW PERIMETER D!�!tW, t .<•s . �, / 1 �. LWDIAe Floor Arse 850,W 2.dr,.osr 3AM-0sf PIPED TO NEW DRM'ELL I! .. (• >, f . : 't'.` 9 �' t DATE012/3f/1flB7 z (SF per&wetting unit( (per dwiAl"umt) LOCATION t EX. 1000G SYSTEM W!5 POOLS iR Lott:averag_ 20%/G649.Osi ILS%/2,673Asf 19.S%15,972Gf - PER SCDHS '• ' (of Lo 2804Atradrment3) ( COVERED ENTRY ._ _ L .,` (• 1 Z, •�T�._F {�¢ Burtding He'4ht 36ft/7 5 Stones 19.OIt/1 story 3B.oft/l swXy(ETW (29 S�, .- 3 ?'Ai�iY�1 STl)RY,..- °�,ts^ � W -SO-Atta 3) i s A,;�� i '1«�xrea.I n�aoeroa,r,�.ardawadxxei>ndx,stinaAr.iawtr�Y,�dwti+e .�a»- `€ r 17fiYfl' -fWg&gAm E280-A,The dthem*A"ntmi= tamF�aW,cfd»t�,R:�a�L�A� t� F � 1 ..•. .,�:.�: � , 1 ^� t � EE7 tOT7E& Thewtxmsafwxtkaca"shalt intrade dro :� .� g. 5;:,_.;'''E-c3: r _ t ;.- (U `b�dldas ldlar�S 5 t+ i t .�,"'39,<'<"'::-.`.:.- _>, �✓,( 2� � t ialLrarcaua�CMien�re*Lug•aoaa�dafaQsaucnaaaaeoeacrsi�ayade.(<swyoeoattess�,u+ndatNv f - s % :,; .:_ tiruTer sfarchats. i2)Fhetm 1'11++garea"shaltoChdeWeHtr-% •r:. Ia)Carrkes.tvv guftw: daarrers and fveptacm profect;ng mt,a�r�wn 20 i ftmt U40,wAls.Bel sirs aW open -;�; 1 �. ,., OD/Fi,Ed�WaOD i 'x �i pwdras.or*0rgrwt-nnm0 mrrn Ir Aframeueriw walisard ha�m9 an uta arvtr wed+an3O Fgiia 1*aLk3 Fast-vary .. !• �� "�..-�,,,...�;,j..- _`-FRAPlFll DFCti - i•`S .: 'dav wiMan+. nR!M mert•dw.tMmnfe¢rrrwa eslerior warts Ind earxior ceitaruwrs croj+rting rntrtwn±thansixfad {y{ - �' '`.� i MOW °!ia'>lxlNiarlva=3u. .•<' L!� i I rti .t s t(/Vc./t��:. _ t �:� ,, 7-0• ..: - -3- ..3,-IP _� f j �^ A-:P:7 0,[J A?PER Tre k'€U' •.' L t t `j •-• Gww L�': Ya,ttiS Ci`^ V I I t OVER DECK REAR ADD1T10Af ; Iic:r<� � • / { t (337 SF) (12 SF) O u t t I � W 26 7 t y I _ JUL 2022 t t ( PROVIDE SOLD - STORM DRAIN RINGS CONCRETE COVER { t z ITo' BUILDING DEPT i y g 1 soE YARo wTOWN OF SOUTHOL® SfDE YARD W / COLLAR MATERIAL,SEE L a7 t NOTE BELOW 1 i q Q i c LOT COYERa6E CAt CU ATtON: _ t PER D.-Er. STORM DRAIN RINGS l --- - - ` ( ADJACENT AREA(LOT) MAP SF I I a=BOTTOM OF ALL i -- ----; u LawA zox esm SF DRYWELL'S MUST HAVE V&PENETRATION INTO v y i DWELLING MISTING) 2697 SF REV: IESCRPTiM M. Dr m TABLE MATERIAL � DWELLRI6{hDDiTlt>)0 927 SF a OEC LDT C04E9AGE Ntl7E PI G2 f0 DY2 ENTRY ENCLOSURE - 68 SF UZRIN 29 SFa vet mm ta.W.Lor cNeAre r4TES PH GLEL.zozz 12 SF ROOF OVER DECK 337 SF T M N so.INTEFMA SET TO OV09R Inl :z:w 2D2I )> I.G.POOL 40 SF MEAN NIG;'.WATER LINE(' W) VEGETATION LINE(FRAGMITES) ! BIT"NOUS DRA!EI'PAY !676 SF 4 f4.wG SET To DATER PN li o9.-a2r GROUNDWATER -� t 80 SF r F I } •- 5 EXtERtoR B=D UT 771 rLOS?a2! TOTAL,:: 1527$SE<t m SF:W, L 5 r8FGN-r-q"kevm F ss.t4aT l PROPOSED LOT COVERAGE 19.97%<20%a OK RMfr OfAlttE7fR-SEE GLWIATWfiS IN.T.S.1 .y - L .' --_. ^ - 3 FNAL'$0►AAOGE Yo OWNER F" o4.27.2o2r t EXiSTik'G LOT l:4YERAGE: 4.927 ,15.6% 2 sctfflwic oE's!Gm�v TG 4 an ~•- �• ..-. 1 WHEMATIC DESWN RE'1 TO GM&p PH GR IG•Io2r 'TC""9 WATER CALCULATIONS I'-=� 8'`� ---._. gWEMAT ceimiroms oca FH Go•13021 6IEpF1 LOVtL7ATER LIl�lMLW} Y' tiEa>f Aa Ne e• � - „•,-,.,. EXESTrw6 CLNVptTio•S To aWNER PFI (19.13:2o2t 3N FOL IM DRAIN SYSTEM SERVING A NEW.IMPERVIOUS AREA OF t1,708 SF 1. TI;S PLAN:s WT A WRVEY Issued for Construction LI347 sit.F r.:(ADDTION)f t332 SF(ROOF OVER PATIO)*s460 SF(POOL))-t1,708 QF r z. :WOW-ATIGN iffREiN IS RASED on%RVEY ! FE1t0P.FIED 9Y:84RRM,GONAC,ct.AFC) VAN MIRED-(RAINFALL}(AREA)(RUNOFF FACTOR)-(Z'H 27)(1,7OS SO-tT.)(t)m 284M CU.FT. WEE(..PC DATED Awv.*r t9.202! '� 000E CREEK FartiHaus 4r a.a(1)�-G°b X 3'-0"D.STORM DRAIN RING,wi(,)7V4-Q SOLID CONCRETE COVER•298.5�cu.FT, 3. r4<pFi WAFER L7E O�ORFfATiON Sffdi4N *AS cu.FT:t, ��t,.Fr.a 205.64 CU.FT. ( �t;.FT., �,.FT.-ok PRCVMM Y H.A niM4ts<. Design LLC A. Parr RECORDED Q WIZZ a)2.0WIM .429.1122 5. ► AR RECORDED 0 1113,22 a R90AM � 516 516 Union Blvd :TAIL. ( I ARCHITECTURAL SITE PLAN t no�pY, 11751 , PROJECT NAME: I i Addition and Alterations at ! Culver Residence Zoning Code Analysis ! AIIOWabl@ Bulk DESIGN TEAM: ' - a Existing zoning conditions based on data provided by the Town of Southold,Long Island NY,Tax Map Inquiry, IL ULEARVIEW AVENUE Project:Culver Residence Addition+Alterations �I Property Survey provided by Barrett,Bonacci,and Van Weel„PC dated August 19,2021;&Existing Condition " Project#: PH048 I Architectural Drawings by Owner dated 11.07.1986. Date: 10.09.2021 Rev: S 81 ` 0 6'3 E 13 3.0 0' Bulk Chart(R40) Allowable Existing Proposed Zoning Summary low-Density Residential ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT j LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND Project Address: 2060 CLearview Ave,Southold NY 11971 I Lot Size(Gross) 40,000sf/0.92 Acre 33,060sf!0.76 Acre 33,060sf/0.76 Acre TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS Parcel ID: 1000-70.-10-28.2 (280-Attachment 3) (min.) (ETR);31,247sf • PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAWS. Excluding Fliant*es ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR Town:Southold, Long Island it *Non-Compliant* IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO ES *Existing to Remain* :'':' 265.77�' Existing Single (1)-Story Framed One Family-Detached Dwelling Year Round Residence at 0 (min.) ( ) _;; EXISTING CONCRETE PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. Lot Width 150ft min. 133.Oft 133.oft ETR EX./MOD. BITUMINOUS r m (280-Attachment 3) "Non-Compliant* DRI VEWA Y (1676SF) i : o WALKWAY TO BE REMOVED Q ARCHITECT OF RECORD: Clearview Avenue overlooking Goose Creek. I � , , , , Landmark Building: Na *Existing to Remain* ' . a Landmark District No •pft NEW 8' DlA X 5' n F l U z O MATTHEW CHA 0E042983H Lot Depth 175ft(min.) 242.Oft 242 ( ) O o NYS LICENSE N U_ J / I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS Special Purpose District: No ! - (280-Attachment 3) DRYWELL PER DETAIL - _ - � " (FOR DWELLING) ~` "'+ '� o U ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO Zoning DistriCt(s): Front Yard Setback 50.Oft(min.) 50.Oft 50.dit(ETR} Q ',?t`•''«:.',' ; �� I p W ALTER ANY DRAWINGS,SPECIFICATIONS, OR REPORTS TO WHICH R-40 District(Residential Low Density/1-Acre) (280-Attachment 3) '' W_ � SEAL OF AN ARCHITECT PPLIED I ANY WAY. IF AN -� ;a., District 1QQQ Section: 07Q Black: 1Q Lot:2H.2 0 ' , W ITEM BEARING THE �I CT ALTERED, THE ALTERING ARCHI I EM THE SEAL AND Side Yard Setbacks Each:l5ft(min.} Each:43.Oft/25.2ft Each:15.0ft125.2ft \ _ — __ 3 AND Town of Southold Lon Island NY GIS Zoning Ma o M; .w —— EX ENTRY `�;i,; THE NOTATION IS SIGNATURE A g g p •`�;• q M CONCFZETE WON= THE DATE OF 0 � IC DESCRIPTION (280-Attachment 3) Total 35ft(min.) Total 68.2ft Total 40.2ft o e = _--. 11 ENCL OSURE APPROX, L OCA TION OF'EXISTING of THE ALT �1 Flood Zone: AE/X (EL 7) per FEMA :r' 9 - xr— — NEW GUTTERS A/1'� ° (68 SO _ SEPTIC TANK ,4ND POOLS• REFER Q Environmental Restrictions: N/A Rear Yard Setback Soft(min.) 140.Oft 134.33ft LEADERS THROUGYOUT TO �; �'�- ` 1- i ----- ----- (280-Attachment 3) F �, r 2 II - TO SCDHS REF. NO. 86-50-I15, 4 Additional Designation(s): - I _ NEW PERIMETER I11�A/N z :` DATED 12/31/1987 s I Livable Floor Area 850.Osf 2 673.Osf 3 600.Osf PIPED TO NEW DR'rWELL Lot Size {Corner Lot/'Owner Specified): '; � ,•- - t--r: � (SF per dwelling unit) (per dwelling unit) L OCA T/ON ;�`: " `•` y ' II 1 �X� ' �,� 9 042983 y0 Lot Area:33"060sf 0.76 Acres) 1 I (280-Attachment t;:Y = II EX IOOOG SYSTEM W/5 POOLS PER SCDHS C N Allowable Use (2f30 17,A} Lot Coverage* 20%/6,649.osf 8.5%12,673.osf 18.5%/5,882 sf (%of Lot) (max.) >s 1 T 'E REMOVED COVERED ENTRY ,�.�`� ��k"h- EX. SHED 0 ct�. Use Groups Permitted in District to Which Standards Apply: .. (280-Attachment 3j — . — ) Z F •. One-Family Detached Dwelling,not to exceed on dwelling on each lot 1°D Building Height 35ft12.5 Stories 19.Oft/1 Story 19.Oft/1 story(ETR) tVW`1; TdRY A C SHED POOL EQUIPMENT AREAUJ (280-Attachment 3) i O 'z Proposed Use(s): \ - UNITSI V SIL T FENCE x '- 1 One Family Detached Dwelling ,�Lot Coverage t280-4):That percentage of the buildable land existing on a lot which is covered by the building area I S 1 O **Building Area(280-4):The aggregate of the maximum horiwrrkal cross section of the buildings an a tot,measured between the � w ��,�;�;,� ,;,;-.,,�.; _,�..•.• • I SHEET NOTES: ' exterior faces of walls. (� o u \, , ':; V ;I (1)The term building area shalt include the following: , , = II , � 1 - (a)Balconies.(b)Terraces,patios,decks and other structures above the finished grade.(c)Swimming pools,tennis courts and other NEW 6 D/A X 3 U similar structures. DRYWELL PER DE AIL = = ----- ___ _ SIL T FENCE 2 The term"building area"shall exclude the following: i� _-; ;-•_-• --- -_= { ) 9 9 (FOR POOL) - '_-- - -- _-.......:.._ _ - ---- _- - - __ (a)Cornices,eaves,gutters,chimneys and fireplaces,protecting not more than 28 inches from exterior wails.(b)Steps and openECK =__-- -.' :.:. .................._..-. — orches, ro ecttn not more than five feet from exterior walls and haven an area of not more than 313 s ware feet cFirst-sto == -= ___"_'T•." ' =C•:"2 =r" ti:=''° 00 p p t g 9 a { 1 ry }- F- _� - ��¢_--_. -..,,,;___,_:�;:_..• _ -_ ...._..,..._. -.� . - 7 0 20-3 bay windows projecting not more than three feet from exterior walls and exterior cellar doors projecting not more than six feet f .. f !. 16 ��: W from exterior walls. _l - - ..: �; ,,.�.::-� __ _ -;:�-�T: � . - SAL WATER POOL =...',.`. '" - N 1 O 411 X T ' l_ _-- --_ _ _-� 15'-0' -0' 15'-0" - 0 X N T-9" 30'-0" 28'-9" 23'-4" 1 < Z = I LINE OF ROOF REAR ADDITION ' N PITCH L PROVIDE SOLID STORM DRAIN RINGS a �o CONCRETE COVER I I � 1 OVER DECK (12 SF) IT- GRADE LINE OF UNDERGROUND == III=I I O (337 SF) SIL T FENCE 1 S DE YARD (4 I I—I 11= I I—I 11= 15'-0° L INE OF EX.'DECK I O Cn PIPING FROM STORM _ _ COLLAR MATERIAL, SEE Z OR ROOF DRAINS —III—I I —III NOTE BELOW N 1 SIDE YARD / 4' H POOL FENCE W/ 36" W III III i `-s`T a SELF CLOSING AND SELF , , rn a ' LATCHING GATES ; T I I I I-11I z M ' ; r� CO STORM DRAIN RINGS rn 1 w z Z I I—I I— I I—I I— 1 o , m z =1 I=1 I I I I(=I I NOTE: BOTTOM OF ALL rn o 01 0 1 o MN1 0 1 0 _ � � � . u 7 — DRYWELL'S MUST HAVE rn o'-M 01 ill, z 1 0 0 I—I 1 = _ rn . _ _ _ LOT COVERAGE CALCULATION: 6'-0" PENETRATION INTO o 0 1 S_ 0 1 rn o w U I I I II I I I I ® ® ® ® —III- RATABLE MATERIAL _n 1•-- i o PER D.E.C. , W = 3:o,: 3,D„ —III—I I — _ NOTE: COLLAR W = _ _ ---.- w--- —I ( MIN. ® ® ® ® ® �- MIN. III—III-` o _----------`- ` n ADJACENT AREA (LOT) 31,427 SF MATERIAL SHALL BE III—III - COMPRISED OF SAND& I I Ed 11- �' - -.- _ = ALLOWABLE 2096 6,285 SF _ _ _ rn GRAVEL FILTER I=1 I I=I ® ® ® ® ® ® =A I 1 rn REV: DESCRIPTION: BY: DATE: _ _ 1 I I �- DWELLING (EXISTING) 2697 SF MATERIAL CONTAINING N It SITE PLAN REVISION(TRUSTEES) PH 02.28.2022 DWELLING (ADDITION) 927 SF LESS THAN 15% FINE I—III—I _ — GROUNDWATER w ENTRY ENCLOSURE 68 SF 9 DEC LOT COVERAGE NOTES PH 02.10.2022 ,� 1 I=1 I N I MI o REAP,ADDITION 12 a • DEC MHw, MLW,LOT COVERAGE NOTES PH 01.14.2022 SAND, SILT, CLAY& 1 I _ of FRONT ENTRY 29 SF DIA. GRAVEL(SILT& SF CLAY FRACTIONS ARE -III—III RING DIAMETER-SEE CALCULATIONS N.T.S. III—III; Q ROOF OVER DECK 337 SF ° I ( ) I I—I�1= � I.G. POOL' 360 SF •7 100 %CD+ INTERIOR SET TO OWNER PH 12.14.[021 NOT TO EXCEED 5/°) I I I—I I 1= 1—I 1 I—I i MEAN HI1JH WATER LINE ( LW) VEGETATION LINE (FRAGMITES) BITUMINOUS DRIVEWAY 1676 SF 6 FILING SET TO OWNER PH 11.09.2021 5 EXTERIOR BID SET PH 11.03.2021 ________ __ TOTAL 6106 SF < 6,285 SF = OK ' 4 SITE PLAN TO SURVEYOR PH 10.04.2021 x - ........................ PROPOSED LOT COVERAGE 19.42% < 20% = OK .. r STORM WATER A � 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 ;o w Zo EXISTING LOT COVERAGE: 4,927 SF, 15.6% DWELLING: DESIGN FOR A STORM DRAIN SYSTEM SERVING A NEW IMPERVIOUS AREA OF±1,259 SF +� - • 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 (±927 SQ. FT. (ADDTION)+±332 SF(ROOF OVER PATIO))=±1,259 SF -----• ti I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 VOLUME REQUIRED=(RAIN FALL)(AREA)(RUNOFF FACTOR)= (2"/12")(1,259 SQ.FT.)(1)=209.8 CU. FT. - N 75 �g'4 " +� i SCHEMATIC DESIGN TO OWNER PH 09.13.2021 -.__-.- MEAN LOW WATER LINE (MLW) W GENTRAL NOTES: PROVIDE: (1)8'-0" 0 x 5'-0" D. ,W/(1)8'-0"0 SOLID CONCRETE COVER=211.10 CU.FT. -------------•��"`�"� -------•-•- EXISTING CONDITIONS TO OWNER PH 09.13.2021 I. THIS PLAN IS NOT A SURVEY STATUS: issued for Construction 211.10 CU.FT.>209.8 CU. FT.=OK DOCK 2. INFORMATION HEREIN IS BASED ON SURVEY POOL: DESIGN FOR A STORM DRAIN SYSTEM SERVING A NEW IMPERVIOUS AREA OF±360 SF " PERFORMED BY BA AUGUST T, 19, 2021 , AND VAN WEEL, PC DATED AUGUST 19, 2021 VOLUME REQUIRED=(RAIN FALL)(AREA)(RUNOFF FACTOR)=(2"/12")(360 SQ.FT.)(1)=60 CU.FT. GOOSE CREEK ; Parti Hau s PROVIDE: (1)6'-0" 0 x 3'-0" D. W/(1)6'-0"0 CONCRETE COVER=66.99 CU.FT. 3. MEAN WATER LINE INFORMATION SHOWN PROVIDED BY M.A.KIMACK. Design LLC A. MLW RECORDED @ I/10/22 @ 12:OOPM 66.99 CU. FT.> 60 CU. FT.=OK B. MHW RECORDED @ 1/13/22 @ 8:OOAM 516.429.1122 DRYWELL DETAIL ARCHITECTURAL SITE PLAN Islip, NY,111Blvd 5 1 2 1 l info@parti.haus SCALE: 1/4" = 1'-0' SCALE: F" = 20'-0" . t www.parti.haus i DESIGN TEAM: Antonio Gabriele, Assoc. AIA, MSAUD Matthew Busch, AIA NCARB p- �� Matthew Lung, AIA NCARB OWNER:. '_ 1 2022 Cade Culver email: cadeculver@gmail.com Southold Town Board of Trustees . ADDRESS: 2060 Clearview Ave APPROVED BY Southold, NY 11971 TITLE: BOARD OF �I RUSTEES- PROPOSED SITE PLAN AND ZONING TOWN OF SOUTHOLD ' ANALYSIS SCALE: DATE: DRAWN: CHECKED: DATE As INDICATED 2021,09.16 MB MB/ML kP�e�� 13� 2o2v =• ---"-"-- PROJECT NO: DRAWING NO: REVISION: PH048 A-050 • 1�1 s Suffolk County Dept. of Laboir., Licensing & Cons ume, AHal�s MASTER ELECT R 'CAL k_10Et4 SE. Name WA'YNEP, HcmE Business Dame bea o,er is duly licensed HOBBS ELECMC CORP by the minty of siffo License Number: CIE-33926 Rosalie Drago Issued : 101141 003 or MISS finer Expires: 1010112023 Yo K Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Islandia Pools Ltd. (631) 727-6312 108 Fishel Avenue 1c.NYS Unemployment Insurance Employer Registration Number of Riverhead NY 11901 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Securi certain locations in New York State,i.e.,a Wrap-Up Policy) tY Number 112915558 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) TECHNOLOGY INSURANCE COMPANY I Town of Southold 3b.Policy Number of Entity Listed in Box 1a" 53095 Main Road TWC4085017 Southold NY 11971 3c.Policy effective period 04/25/2022 to 04/25/2023 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) 0 all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: NE House Account (Print name of authorized representative or licensed agent of insurance carrier) Approved by: Gar. (Signature) (Date) Title: Leonard Scioscia Telephone Number of authorized representative or licensed agent of insurance carrier: (866) 414-7475 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov Page 1 of 2 Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-17) REVERSE Page 2 of 2 A4CC) CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDn'YYY) 07/25/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Commercial Support ACT Edgewood Partners Insurance Center PHONE 40 Marcus Drive 3rd Floor (631) 390-9700 FN No:(631) 390-9790 E-MAIL Melville NY 11747 ADDRESS: msmcertscm@epicbrokers.com INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:HARTFORD FIRE & CASUALTY GROUP 00914 Islandia Pools Ltd. INSURER B:TRUMBULL INSURANCE COMPANY 27120 108 Fiahel Avenue INSURER C:TECHNOLOGY INSURANCE COMPANY I 42376 INSURER D: Riverhead NY 11901 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:Cert ID 6136 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DDNYYY) IMMIDDIYYYYJ LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE 1_x I OCCUR 12UUNOZ9731 04/25/2022 04/25/2023 PREMISES Ea occurrence) $ 300,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 OWNED SCHEDULED B O 12UENOZ9729 04/25/2022 04/25/2023 BODILY INJURY(Per person) $ OWNED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ X HIRED X NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ A X UMBRELLALIAB X OCCUR 12HHUOZ9730 04/25/2022 04/25/2023 EACH OCCURRENCE $ 1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000 000 DED I X I RETENTIONS 10,000 $ C WORKERS COMPENSATION _ AND EMPLOYERS'L IABILITY Y/N TWC4085017 04/25/2022 04/25/2023 X STATUTE I I ER"' ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N/A If In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Main Road AUTHORIZED REPRESENTATIVE Southold NY 11971 01 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Page 1 of 1 Y� workers' CERTIFICATE OF INSURANCE COVERAGE TA E I Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ISLANDIA POOLS LTD. 108 FISHEL AVENUE 6317276312 RIVERHEAD, NY 11901 Work Location of Insured(Only required if coverage is specircallylimited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 11-2915558 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold Standard Security Life Insurance Company of New York 53095 Main Road 3b.Policy Number of Entity Listed in Box"I a" Southold, NY 11971 69146-00 3c.Policy effective period 1/1/2014 to 7/24/2023 4. Policy provides the following benefits: QX A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: 0 A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc d above. Date Signed 7/25/2022 By Aait (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200, Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to Issue this form. DB-120.1 (10-17) 111111111DB-120°°1°�1411°1�u��°��°IIIIIII Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. 1313-120.1 (10-17)Reverse E� RESTCJ" zI1c ,n rai.; CMNSTRUCTICN INC Loss Type:Structural Repairs Date Of Loss: Loss Category:Residential Customer Name:Culver,Cade E-mail Address:cadeculver@gmail.com Job Address:2060 Clear View Ave Southold,NY, 11971 Main Contact Number:1-615-290-2089 Billing Address:Same Job Number:20-0686-STR-CULVER A1bum:Drywell pics y� s File Name:00B73D25-88B9-449A-A527-860ADEBE3BB9_LO_OOl.jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER A1bum:Dr3well pics ELITE RESTORATION ANO CONSTRUCTION INC J j File Name:034150AO-OE41-4A69-A96C-458BA401C1C5_LO_OO1.jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER Album:Drywell pics "r ' File Name:077D7CB3-FB02-46B1-8E2A-732CCF70D1717_LO_001 jpg Description: HiRes Image URL:CIick Me Job Number:20-0686-STR-CULVERJob Number:20-0686-STR-CULVER A1bum:D��ics t ..y .�sti y 1'•T � File Name:0813C7D6-228C-4ADD-A4F3-BF8296133236_LO_001.jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER Album:Dnmell pics Aft File Name:08AB47F4-OFBO-4110-8OA6-58A07F5FCCE6_LO_00I.jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER Album:Drvwell pica ELITE P C-G T 094ATION AN[] CON(3TP7UCTION INC 9 I File Name:0925F 146-CA744B 1 A-816B-75B 14CA8B92B L0_001.jpg Description: HiRes Image URL: lick Me Job Number:20-0686-STR-CULVER Album:Drvwell pics 7 J i r � J � I 4 File Name:OA871281-OA81-44BF-8579-8B4D94CD5DC3_LO_001.jpg Description: HiRes Image URL:CIick Me Job Number:20-0686-STR-CULVERJob Number:20-0686-STR-CULVER Album:D��ics V6 ELITE RESTOQATION AND CONBTQIJCTtQa ANC �V_ .T t ' File Name:10252FF0-5D19-4E20-A738-82CD16697AA2_LO_OOl.jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER Album:Drywell pics al n -r File Name:102B1C68-BC8F-425B-B582-7FIA2006B440_LO_00I jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER A1bum:D13mell pics .s .� -� Y 's 1 File Name:I 1823F26-1229-4317-994C-COEF62765223_LO_00l.jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER Album:Drywell pics File Name:12B93142-9BOA-44EA-8D11-85CO237589FA_LO_00l.jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER Album:Drvwell Pica ELITE REISTORATICIN ANO CONSTRUCTION INC •�1t T�+ ( File Name:135ED88C-581F49F7-8CB6-7FDBB5BOC9CD_LO_OOl.jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER Album:Drywell pics Nk- Y � T File Name:17FA0459-39CE-4726-8258-13139007DD67_LO OOl.jpg Description: HiRes Image URL:Click Me Job Number:20-0686-STR-CULVER A1bum:Dr4well pics ELITE RF-STVPAY1ON ANO CONSYRUCTION INC 16 r. 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E A Vs Southold,NY 11971 - PART PLAN ca)ATTIC PROPOSED FIRST FLOOR PLAN /TNPROP FIRST FLOOR PLAN ®. - Ea.Aeaa xD.r°mnxs uDsroa xo xD.Dvm D,.... w-ioi a°` I PROJECT NAME: Addition and Alteratio �•a� j CONSTRUCTION LEGEND Culver Residence _. DESIGN TEAM: o DOOR TYPE o SEE SCHEDULE 23'-II" 28'-3" 30'-0" 7'-9" = NEW CONSTRUCTION 204 DH NEW CONSTRUCTION NOTES: STAIR NOTE: \ �' 01 I. INTERIOR 'JJALLSTOBE2X4@16" O.C. U.O.N 8" MAX RISER, WINDOW TYPE 2• PROVIDE (2)2X12 HEADER AND (2)2X4 JACK STUDS AT ALL 11" MIN. TREAD \ SEE SCHEDULE OPENINGS IN BEARING WALLS UP TO 6'-0" W, TYP. U.N.O. �� / \ \ \ \ / / ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT r_ ------ -� 3. SEE DETAILS ON A-501 FOR EXTERIOR WALLS / '. -� \ \ \ / / / I LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND ______ TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS NEW CONC. FOUNDATION WALL AND FOOTING i \ '� A-401 PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER L________________J 5'-0" 15'-6 3/4" 3' 4" i \ INTELLECTUAL PROPERTY LAWS. o NEW 12' X 30' IN GROUND POOL � ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR 2 ( I (BY POOL CONTRACTOR) = IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO - - - - - - - - - = CONSTRUCTION ABOVE/BELOW I I I / \ PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. STAIR NOTE: A-401 / \ �, = EXISTING CONSTRUCTION TO REMAIN 8" MAX RISER, - 11" MI. TREAD I I / \ �LZ = EXISTING CONSTRUCTION TO / / / \ -300 MATTHEW CHHAR ESARCHITECT OF OBUSCH BE DEMOLISHED I I / NYS LICENSE N0. 042983 - - - - - - - - - - - - - - - - -f L - - - _pG / - - - - - - - - 30'-7" - NEW ROOF OVER DE-6K IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS = FRAMING - JOIST (TYPICAL SPAN) F- I ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO DOOR I -O" 28'-7" -�" ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH I 1 ' O.H. H iv SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN 1 Q' ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE = FRAMING - JOIST (INDIVIDUAL) 4' 3" I i -10' _ 7'-$" _ 9'-8" —_]'-$" 2_I _- N ALTERING ARCHITECT SHALL AFFIX HI HIS ITEM THE SEAL AND I I 4' H POOL FENCE/GATE -- ' I I 6 6 POST, TYP. THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION — - — - — - — = FRAMING - BEAM/HEADER/GIRDER FP I --- I -- GABLE BRACKETS: (SEE ELEVATIONS) --- - --_ : OF THE ALTERATION. ------- - - - - - _ __ _ EX./EXPANDED WOOD FRAMED DECK --- - --- 4X12 BEAM-- - - 4X1 EAM - --- 4X12 BEAM - --- ED ------- ------------------------------------------- ------------------f ------------------ -------------- J® _ (2) 2X4 POST ® _ (3) 2X4 POST � I - L------ - I IISEE A-502 FOR DECK FRAMING DETAILS - ----------------------------I I """----"------it i i ��5 yJ�'HR r O = STEEL POST 1 I I I ili _ VAULTED CEILING iIi I iIi VAULTED CEILING Ali I w �� Ap l004 ----- - - - - - - -------I I 1 i 2X10 @ 16" O.C. i i----------- -----------i I 2X10 @ 16" O.C. i I 1 :III III Illy- Y111 i w 91 1 I IQ LU I I.� I la in I Im MI 1 o I Im mlll I LL_ 31'-3" 31'-I" iLt i I I:X Xi I I l a i t IX Xi i i o �►'9 0429a3 04 NEW REVERE GABLE W/ VAULTED CLNG OVER BEDROOM I I I I1� �111 I w I I Imo !I I I SHEET NOTES: �� _ „ I I I I----------- ----------I I EXISTING HIP ROOF TO BE REMOVED OVER MASTER BEDROOM I 7 EQ. 8'-8' 8'-8" EQ. 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ALL WOOD FRAMING MEMBERS USED IN EXTERIOR APPLICATIONS I j ; I; I � I I (\ i' I I ; I I I ; I � I I : , li' Il I ! .\ j jI I ! I ' il ! I ; I ! ; � , ! � NCH \ � BENCH , I / I I I I 1 ! I ( I/y � i i I, N I I \ , I / I , + i � I ! VAULTED C lNG I VAULitED tILING X I SHALL BE PRESSURE TREATED. i v l I _ \ 2X10 @ 16" C. 1 2X10 @ I 'IO.C. , \ \ w 3. ALL FRAMING TIMBER AND DIMENSIONAL LUMBER SHALL BE I \ / `� I �' o DOUGLAS FIR OR HEM FIR, NO. I GRADE OR BETTER. 1 0 RIM R', BR # , I DI'NINGIAR ! 1 I I I YY.I.C. - \ , I \ �\ I /� fw- t I 1 \ +108 SF ` ' I 3 4 SF ' \ I / � ±445 �F I /.. 1 \ I �/ \. I I I 1 II ( I ( I i I I I - \ I �\ / NOTE; \ I I' I I 4. ENGINEERED LUMBER SHALL BE 2.OE MICROLLAM LVL OR �. /� ` I ' I hI 1 ` li ' i ! i 1 I VAULTED,CEILING. VAULTED:OILING ' 1 ! 1 I NEW \ \ I EX. iF�E�D , �� < ,� EX./MO�IFI.E'D�. I � � ` II_. �! I 1 --------- �\ SEE A-103 FOR ROOF '� 1 I � <v SOFFIIIfAMNG HUNGO FROMAMI \ \, 2X10 @ 16'O.0 iI i2X10 @ 16"! 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AIA MSAUD --- -,' I _ EX. 2X8LJJIb O.C. 1 I \ o Matthew Busch, AIA NCARB Matthew Lung, AIA NCARB OWNER: ►�iv`r(L I ' ' ` ' Cade Culver FINISHED ATTIC email: cadeculver@gmail.com DN ,�' GARAGE 23'-2" i w ,' ±374 SF ADDRESS: EX./MODIFIED I `�\ i 2060 Clearview Ave POST FOR NEW �\ I Southold NY 11971 I I RIDGES, SEE A-103 �\ 1 FOR RIDGE BEAM �\ I TITLE: PART PLAN Cad FINISHED ATTIC I ��; I� 11 w� I� PROPOSED FIRST FLOOR PLAN I , PROPOSED FIRST FLOOR PLAN 1,' CW15 I CW15 1 � �� SCALE: DATE: DRAWN: CHECKED: 4 ! ---------------------------1_-------_-------__---___ AS INDICATED 2021.09.16 MB MB/ML 1 sUeLDINGDEP7. SCALE: 1/4" = 1'-0" "" ± 21'-0° 1 I�i�'i�'OFSO�TfIOCD PROJECT NO: DRAWING NO: REVISION: �- NEW GABLE ROOF TO REPLACE EXISTING HIP ROOF OVER GARAGE 0' 2' 4' 8' I6' A-3oo PH048 A-101 4 POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS 1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE,TOWN ERl ENCLOSE POOL TC' : TEMPORARY BARRISR326.4.1: �JPQ(�j,(+Q,>.PLET!r + OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. BE=FQ „1 A•� �I i 2.POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R326.3.1. AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL 3.SECTION R326.7 POOL ALARM REQUIRED, A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. 1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY GUNITE SPA MAIN DRAIN 5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. FROM THE SWIMMING POOL. USE 12" COMMON WALL LINE TO 6.POOL SHALL COMPLY WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN EITHER OF THE UNBLOCKABLE WITH #3 REBAR 12" O.C. FILTER POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). FOLLOWING PERIODS: BOTH FACES, BOTH WAYS SECTION R403.10.1 HEATERS A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL,OR CHANNEL DRAIN SECTION R403.10.2 TIME SWITCHES (ATTACH WALL STEEL TO B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL. TO CODE 12" POOL SECTION R403.10.3 COVERS POOL STEEL CAGE) COPING 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST WITHIN PERMANENT BARRIER R326.4.2: (�•) LIMITS OF THE EXCAVATION.IF GROUND WATER EXISTS WITHIN 6'BELOW GRADE SPECIAL DEWATERING I 2LFACILITIES WILL BE REQUIRED.WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY. 1.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE 8.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND 6'OF DEEP END. SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER THAN 2 INCHES(51 MM)MEASURED ON 9. THE PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL BE 4,000 PSI @ 28 DAYS. THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT 10.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL I DIAMETERS. INLET I COMPLY WITH SECTIONS R326.4.2.2 AND R326.4.2.3. STEP (TYP. OF 3) I 12.REBAR SHALL BE 3"MIN.CLEAR TO EARTH. 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND 12.POOL WATER SUPPLY BY OWNERS GARDEN HOSE.POOL TO BE KEPT FULL DURING FREEZING WEATHER. I TOOLED MASONRY JOINTS. PROVIDE 2 MAIN DRAINS PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS = j = 14" COPING (SPA COPING WITH STRAINER (VGB 13.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND SPA THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SAFETY ACT APPROVED SAFETY ACT. TO BE 3" LOWER THAN SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL v U 14. NO DIVING EQUIPMENT PERMITTED. m ! m POOL COPING) DRAINS) 1 NOT BE GREATER THAN 1-3/4 INCHES(44 MM)IN WIDTH. 14.0' 15.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 16.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES(102 MM).WHERE THERE ARE DECORATIVE CUTOUTS WITHIN A I PROPOSED GUNITE 17. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 2060 CLEARVIEW AVENUE,SOUTHOLD,N.Y.11971 / \ 2 VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES(44 MM IN WIDTH. 12 0' SWIMMING POOL AND SPA 5.0' ONLY. 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4-INCH(57MM)SQUARE UNLESS THE FENCE HAS SLATS FASTENED ATTHE TOP OR THE BOTTOM 18.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM). 420 S.F. ALL LOCAL ZONING REQUIREMENTS. 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NOT GREATER THAN 1- MARBLE DUST THROUGHOUT 19.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES 3/4 INCHES(44 MM). (COLOR TO BE DETERMINED) OR PROCEDURES UTILIZED BY THE CONTRACTOR.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING REQUIREMENTS: METHODS OF CONSTRUCTION. 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY FROM THE POOL. STAIRS SHALL BE I I 20.THE TERM POOL SHALL ALSO REFER TO THE SPA. 7.2. ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE ILE,ON THE POOL SIDE OF THE ENCLOSURE)AND AT LEAST 40 OF NON-SUP UNDERWATER INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 INCHES(1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE DESIGN POOL LIGHT LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE,AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH (TYP.) AUTO COVER VAULT (SIZE 7.3. ALL THE GATES SHALL BE SECURELY LOCKED ITH A KEY,ITHIN 18 INCHES(457 MM)OF THE LATCH HANDLE. OR OTHER CHILD PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING PER MANUFACTURER SPECS) POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. I I i 8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEET THE APPLICABLE BARRIER REQUIREMENTS COPING STONE OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: SKIMMER S BENCH/ (2" X 30") 1.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE SWIM-OUT DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE WITH UL 2017. THE AUDIBLE ALARM SHALL ACTIVATE WITHIN 7 (TYP-) POOL DECK TO SLOPE 12" SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF AWAY FROM POOL 2% WATER LEVEL 3" BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE 30.0' MIN' BULLNOSE DOWN FROM TOP OF ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. COPING POOL DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES ABOVE THE FLOOR. r• " r i OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW IS IN ITS LARGEST 33.5' 1 r OPENED POSITION;AND (3) #3 BARS ' : ! 6" FROST PROOF TILE BAND CONTINUOUS GRADE c.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT r :.' EVERY DOOR WITH DIRECT ACCESS TO THE POOL,OR BEAM ALL AROUND r•:a ',. !.._ 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SO LONG AS THE DEGREE OF TIES 12" O.C. ° PNEUMATICALLY APPLIED CONCRETE PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE. Y NOTE 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE ABOVE THE '�3 BARS O IZO O.C, r °'i: THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B UNITS,THE DEACTIVATION SWITCH SHALL BE LOCATED 48 THIS IS ANON-DIVING POOL.USE OF VERTICAL AND HORIZONTAL DIVING EQUIPMENT IS PROHIBITED. r INCHES ABOVE THE THRESHOLD OF THE DOOR. POOL PLAN WALL THICKNESS ° a DIREC11ONAL INLET 3.0' 9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE STRUCTURE SCALE: 1:4 VARIES 6" TO 8" 1 � Y SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1 (6" MIN.) :?`� :! MARBLE DUST FINISH THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: 9.1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR STEPS ARE SECURED,LOCKED PROVIDE "- e RADIUS VARIES OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER SPHERE;OR EXPANSION JOINT dt r - 6 RADIUS ROUNDED CORNERS 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8. SEAUNG AT DECK/ #3 BARS ® 6" O.C. IN RADIUS � '? (SHALLOW END) COPING (TYP.) 32 0' r 5.0' (MAX. RADIUS ROUNDED AND VERTICAL WHEN WALL CORNERS DEEP END) ENTRAPMENT PROTECTION R326.5: HEIGHT EXCEEDS 5' �' ` (ALTERNATE BARS) t SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM 30.0' r + #3 RE BARS 12" ON CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT. CENTERR E EA ACH WAY IN PROPOSED DECK; 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/APSP/ICC 7,WHERE - '• ! : r' MIDDLE OF SLAB (FLOOR) APPLICABLE. BY OTHERS 6" FROST PROOF WATER TILE BAND (TYP.) LEVEL °t� r - r. SUCTION OUTLETS R326.6: --, _ _ _ _ _ _ _ _ _ _ SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT. LEI 4 Y - I I 8'5" 8"SLAB 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. I• .-__. I' REINFORCED CONCRETE 2.POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ASME A112.19.8,OR AN 18 INCH X 23 INCH(457MM BY 584 MM)DRAIN GRATE it ! 3 5' 0INLET -I I i ! 1 VAULT W/ #3 REBAR OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. . (�') i =1 I_____ ® 12" O.C. TIED INTO DECAL WALL SECTION 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED PROVIDE #3 BARS ® _ 6'O - ---- THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED i ,__ -- POOL STEEL NOT TO SCALE HEREIN,AS FOLLOWS: 12" O.C.E.W AT f�I' I_ STEPS AND ALL !! - 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17.OR BENCHES I=1 I ! - ii_=1 -- ---- 7 --T "�i:---, i--- i i"'-:. . _ -I I_i- PROVIDE DRAIN _ 2.AN APPROVED GRAVITY DRAINAGE SYSTEM. ' if TO DRYWELL 4.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS. --I ! S.WHERE PROVIDED VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES AND NOT MORE THAN 12 INCHES I BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER. , �,--t� �- �I-- • �. -1!1 III=!! i -1 {1- 11=!!1=_Ii1 � !i-':.I 1i =f! UNDISTURBED SOIL, GENERAL NOTES: SWIMMING POOL AND SPA ALARMS R326.7: COMPACT BASE TO 95% 8" CONCRETE 6" MIN. MODIFIED PROCTOR (SEE 1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 NYS APPLICABILITY,A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALL BE EQUIPPED WITH AN FLOOR (TYP.) COMPACTED STRUCTURAL NOTE THIS UNIFORM FIRE PREVENTION AND BUILDING CODE,INCLUDING THE SPECIFICATIONS IN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS SPECIFICATIONS FOR POOL ALARMS),AND SHALL BE INSTALLED,USED AND �9 fir- GRAVEL SHEET) SECTION R326. MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. ,�P20VE9 AS NI ` 3, 2.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL,SITE EXCEPTIONS: DATE: `' ��.R#� �jrs GRADING AND DRAINAGE FOR PROPERTY. 1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346. 2 MAIN DRAINS WITH 3.THIS PLAN WAS PREPARED FOR SHELL STEEL AND POOL LAYOUT ONLY. 2.A SWIMMING POOL(OTHER THAN A HOT TUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM F1346. �J 12.0' 8.0' 10.0' HYDROSTATIC RELIEF POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FEE._�SY. VALVES AND 4.PROVIDE TWO(2)ADDITIONAL HYDROSTATIC VALVES IF RECORD HIGH GROUNDWATER COLLECTOR TUBE IN IS WITHIN FOUR FEET OF POOL BOTTOM. AND THIS SECTION. NOT{FY B()II_DING DEPARTMENT T AT_ GRAVEL BASE 5.A DEEP END SWIM-OUT OR LADDER SHALL BE PROVIDED TO CODE. R326.7.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE OF THE SWIMMING POOL. IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED. 3 LLOAA 1802 BAP! C ON :FOR THE R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING. 1. O�nI! D INSPECTIONS: R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION. 1. FOUNDAE�IOfJ-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION SECTION A-A 4. FINAL-CONSTRUCTION MUST SCALE: 1:4 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL,MEET THE: NFF REQUIREMENTS OF THE CODES OF NEW y YORK STATE. NOT RESPONSIBLE FOR JUL 2 C �� 1 1/2" TO WASTE PUMP WITH TIMER DESIGN OR CONSTRUCTON ERRORS FILTER SWITCH BUILDING pEpj CHLORINE �+"•�J OIL SOUT'{09_^ GENERATOR#BACKTO HAIR & UNT STRAINER (OPTIONAL) AUTO SKIMMER { POOL/SPA HEATER. 1 - - PROVIDE THERMAL POOL/ SPA POOL COVER. NO. DATE DESCRIPTION BY OWNER: PROPOSED SWIMMING POOL & SPA CULVER DUAL MAIN DRAIN WITH 2O60 CLEARVIEW AVENUE FOR SCHEMATIC PIPING AND HYDROSTATIC VALVE SOUTHOLD, N.Y. 11971 2060 CLEARVIEW AVENUE AND COLLECTOR TUBE WATER TREATMENT DETAIL IN GRAVEL BASE NOT TO SCALE APPLICANT: SITUATED AT CULVER SOUTHOLD NOTES: 2060 CLEARVIEW AVENUE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 1.ALL PIPING SHOWN IS FOR SCHEMATIC PURPOSES ONLY. SOUTHOLD, N.Y. 11971 S.C.T.M. DISTRICT 1000, SECTION 70, BLOCK 10, LOT 28.2 2.POOL CONTRACTOR TO INSTALL ALL PIPING TO COMPLY WITH ANSI/ NSPI-5 2003 REQUIREMENTS. 3.THE POOL&SPA WILL SHARE 1 FILTER AND HEATER. HM ENGINEERING w '^ ( w ,Er^Iw '^ P.C. "C" P.O. BOX 914, EAST NORTHPORT,`I :Y..11731 PHONE(516)476-5392 FAX(631) 980-7671 EMAIL: HMARNIKA@OPTONLI NE.NET THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CLIENT LISTED ABOVE. THEY )AVE ©� l�/ / / �L DRAWN BY: HM SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECTWITHOUTWRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF STRUCTURAL NOTE: DATE: JULY 16,2022 DRAWING NO.: RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION. CONTRACTOR SHALL VERIFY IN-SITU SOILS AND SOIL BEARING CAPACITY PRIOR TO INSTALLATION OF POOL.A TRUE c PIES DESIGN PROFESSIONALS THIS WORK IS THE COPYRIGHT PROPERTY OF TIRE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, QUALIFIED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED AND THEIR RECOMMENDATIONS FOLLOWED. RAIc ED SEAL AND SIGNATURE IN BLUE S-1 0 1 17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF EXCAVATION.A SOIL BORING WAS NOT PROVIDED. EXTENT OF THE LAW. P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: OF I PROJECT NAME: I-77 on and Alterations at I777 ITesi ence IIIDESIGN TEAM: TtIIIITITTpow" r"9 A IIIIr ItIIItITALL CONTENT INCLUDED ON THIS DRAWING SET ONCLUDINi LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS GRA ITTEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC �ND PROTECTED BY US AND INTERNATIONAL COPYRIGHT AN TINTELLECTUAL PROPERTY LAWS. D OTA\IIIANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR IIMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO IfPARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. If IIA C RCHITECT OF RE ORD: MATTHEW CHARLES BUSCH IINYS LICENSE NO. 042983 IIIIT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ifIIitIIACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT 0- - rt I%W.j,;g �HIS Ifism HE SEAL AND T ITTHE NOTATION "ZAL IILir IGNATURE AND S, THE DATE OF SL .P� DESCRIPTION Ic OF THE ALTER 0, IItTII29B ITI0 ISHEET NOTES: itT IIIfI77� T ..........IIIITIfIIIIIIIiIIIIfIIII7 y N�* '�7 IA-4 t�17 ITITitIIIIIIItIiTTI7 It , - --,f,�r_- - 1 l;001. IITIDATE: REV: DESCRIPTION: IBY: ITAS BUILT PH 01.03.2023 SITE PLAN - REVISED PH 09.12.2022 BULLETIN #1 - 100%CD W/ SITE PLAN REVS PH 06.25.2022 11 SITE PLAN REVISION (TRUSTEES) PH 02.28.2022 10 OWNER FURNITURE PLAN PH 02.22.2022 PROPOSED DESIGN FOR : 9 DEC LOT COVERAGE NOTES PH 02.10.2022 8 DEC MHW, MLW, LOT COVERAGE NOTES PH 01.14.2022 7 100 % CID + INTERIOR SET TO OWNER "AP7 PH 12.14.2021 6 FILING SET TO OWNER PH 11.09.2021 5 EXTERIOR BID SET PH U cp] a 11.03.2021 4 SITE PLAN TO SURVEYOR PH 10.09.2021 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 2" Ob" O Clearview 'Ave 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 1 SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 ASM11h, LOCATION MAP SCHEMATIC DESIGN TO OWNER PH 09.13.2021 09.13.2021 EXISTING CONDITIONS TO OWNER PH 60u hold NY 1 1 971 IZbnfng for Southold Hamlet APM It.2016 STATUS: issued for Construction — LOCATION OF SUBJECT PROPERTY 7 IPartiHaus SCHEDULE OF DRAWINGS APPLICABLE CODES IDesign LLC I51 6.429.1122 ITfALL WORK SHALL COMPLY TO THE RESIDENTIAL CODE 2020 OF NEW YORK STATE (IRC 2020 AS ADOPTED BY NYS) AND CHAPTER 11 OF THAT A-001 TITLE SHEET 2615 Union Blvd i�- A ;Ie�; C�CODE, THE NEW YORK STATE ENERGY CONSERVATION CODE 2020 (IECC 2018 AS ADOPTED BY NYS), ANY AND ALL APPLICABLE LOCAL CODES,A-010 DESIGN CRITERIA Islip, NY, I 1 751 A-011 GENERAL NOTES AND SPECIFICATIONS info@parti.haus IIAND THE NATIONAL ELECTRIC CODE (LATEIT EDITION). IIwwW.parti.haus A-050 PROPOSED SITE PLAN AND ZONING ANALYSIS STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2020 IRC SECTION R301 + IIDESIGN TEAM: ALL STRUCTURAL WOOD FRAMING SHALL BE DOUGLAS FIR #1 OR BETTER AND HEM FIR #1 OR BETTER.A-060 EXISTING CONDITIONS/DEMOLITION PLAN IAntonio Gabriele, Assoc. AIA, MSAUD IMatthew Busch, AIA NCARB A-100 PROPOSED FOUNDATION PLAN A-101 PROPOSED FIRST FLOOR PLAN Matthew Lung, AIA NCARB lIA-102 PROPOSED REFLECTED CEILING, LIGHTING, ELECTRICAL PLAN DESCRIPTION OF WORK IOWNER: A-103 PROPOSED ROOF PLAN ICade Culver IA-300 PROPOSED ELEVATIONS PROPOSED I STORY ADDITION ADDITION OF APPRX. 1006 GROSS SF TO email: cadeculver@gmaii.com II-301 PROPOSED ELEVATIONS EXISTING SINGLE FAMILY RESIDENCE.A ifIIA-401 BUILDING SECTIONS IIADDRESS: IA-500 ARCHITECTURAL DETAILS SCHEDULES IA-501 ANCHORAGE DETAILS AND LOAD PATH DIAGRAM II2060 Clearvilew Ave BOARD OF HEALTH A-502 TYPICAL WALL SECTIONS Southold, NY 11971 TITLE: IEN-001 ENERGY CODE ANALYSIS SUFFOLK COUNTY DEPARTMENT OF HEALTH (SCDH) SHALL NOT BE REQUIRED FOR THIS TTTITLE SHEET PROJECT, EXISTING 1000 GAL. SEPTIC SYSTEM W/ (5) POOLS SHALL BE ADEQUATE FOR OSE�DQ BEDR�OOM RESDIENCE. BEDROOM COUNT TABLULATED PER GUIDANCE IUM� OM SCALE: 4tIq S DATE: CHECKED: IDRAWN: _ME�MORA DUM #19 SSUE 4/12/2005 BY SCDHS. 12" = 11-01, ITt"MID It bTMnW 1br qefWat fefeMl aca'and diacu,Won 2021.09.16 MB MB/ML 'TOWM Of SatMold C4"�#ftMft Syawn *nposm tewl%and is TuA to be used 1br surveykV,topt 2n23 *Y29,20% PROJECT NO: DRAWING NO: REVISION: �Sufkylk POP—No Vveffardies are made,eptessed or kroW PHO48 �AREIS and Tax Map Cop)itht,2016, iconcemingMe acmaLy,comptetenesajeflabfty,or A-001 �Courltyofsu",W.oil, OFSOUP4,6LD :wnlWned(w.kMfshed in omnaMon herewft i PROJECT NAME: Addition and Alterations at NAILING SCHEDULE AND ATTACHMENT DESIGN CRITERIA STRUCTURAL DESIGN CRITERIA Culver Residence ' Tatlle3.1 Nailing Schedule Table Rafter and/orCoilingJoist to Top Plate Lateral and �o�i��r� TableA°3.B Ridge Tension Strap Connection Requirements for �iRM►�i o��r ,� R�O�.� Uer�C� LL3dCI DESIGN TEAM: Shear Connection Requirements Wind >'The actual weights tsf materlals'and cttnstrunian shaft by used for determtning'dead#oat#with Cansidcrae`tttn tor'the'deai3load of flxetiservice Number of Number of {P escriptive Alternative to Table 3A (Prescriptive AFternaiive•to ttabie°3:6) Jok mscrWon common Naps A ent x Mans Nall Spacing equt 1, 1 .• .- tPFrtAMING" " E7ea(j Load Assupfiit�ns°Roof Assembly t .=1Q psF �:;.,•. Wind iptFsed Rafter to Top Plate(Toe-nailed) (see table 3.4A) (see Table 3.4A) per rafter 9-second gust{mph g 1 130 1 1 vnaasp..a R301.5 LiVe toad �.. Calling Joist to Top llelRa Rafter (see Table 3.4A) (see Table 3.4A) pereach hat (See Figure, 1 a.�ondaustinmr,l 0 1 130 g" Themin€mumunifarmtycilstributediivetoadshaiitteas,prov#dddinTab1eR301.5, Ceiling)Dist�Parallel Rai#er{Face-naRr+f) (see Table 3.9A) {see Table 3.9A} -each laptsee arelJj ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT wan Ceiling Joist Laps i�er Partitions(face,rte�ikd) .(see Table 3.9A) (see Table 3.9A) each lap RaftAr/Celnng lak5t or arldf a } � Roof tkuh cool sp.n r f n ks in e ' of - ra canarTietoRafter(faee-milled) (see Table3.6) {see Table3,6) per spacing{in) i a nglalsttoo TASLER301.SMINIMUMUNIFORMLYDISTRIBUTECt LIVE LOADS(In pounds'per square foot) LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS Blockie�to Rafter(Tone-Waited) 2.ad 2-iod each end (R) .. Rim board to Rafter(Iwnd-nalkd) 2-16d 3»z6d each end :...:,. Aft h 16; ;_,.• • a"::. \ 3 ust 1,14WAd IONAL COPYRIGHT AND OTHER u7, u 1 1 1 1 d � $ 2 2 2 3 3 1t PROTECTED BY US AND INTERNA C W fRA 10 INTE 1 2 2 3 LLECTUAL PROPERTY LAWS, Top Plate to Top Plate(Face-nalled) 2-1tx1 2-16d per foot B 2 3 3 3:12 2d \` 2 ' :'#,6 4 •:04...•. itritnAab}tahluatikcswlihoutstoroge�.. 1p Top pfatesatltttrrsecl3a�(face-Walled) 4-16d 5-irxi )alttks-each side �, ; ,. _` ' 2 " \\. �\3"'"" .� S _� ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR Stud to Stud(Face rtaRed) 2-16d. 2-16d 24"o.C. 8 3 3 4 5 S o :` TO IMAGES FEATURED IN THIS DRAWING SET AND BELONGING 1 2 3 3 uainnat abtEatttcewitt ttmtnrs+starage�A att PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. Header to Header{Face-ctaited) 16d 1fx1 16"a.C.along edge; 10 3 4 4 5 2 .t S Top oraattom Plate to Stud{End-naltedJ (see"Table m k) (see Table 3.5A) per stud Prescriptive limits are hosed an assumptiwTs in Table 3.4. u 2 1 1 y st3aitataE agues rnaatrtcs ser,Ed with nxe t ae i a when ceiling Joists are installed parallel to Falters,the suns of the toenails in"rafter and oellingjoist shall equal or exceed the tabulates)number of nails required, 1t 1 1 2" 3- 3 stoics 8attomPlate'taFlacirjalsk,l#andJoisY,lnd)akt 2EAFid 2-iSd gerfatii y R of ceiling alit fastened a 4 o plate `" p° ` ° °� e:�..•...; °° ARCHITECT OF RECORD: �...., To avoid spNtting no rnrxe than z toenails shall be Installed kt each side or ce I ns) when fast to ?x top pia it\„\• 1' 4' 5 aaicabies taxtEitar and dicks" air or BMddrlg{Face nalterq fastened to a'2x6 top piste. 4:11 MATTHEW CHARLES BUSCH FRAMtNCf ��.. " Where NYS LICENSE NO. 04298 ...:., .-... .. ft.Ot1R =::'. .r:':... .° .�. ti ate-trrri e e�aceed#0r sttaii be ad urti+d'as follows; � ,�..v., ::: • i r t - ....,:�.>° p pT dgthey `rs a az s �'�"; � � .� .a:� \ ..."" �� »�� .�' caps' Jost to sit(,'Tap Plate or abler(Toe-named) 4-ad 4-10d per Joist az 1 2 Begdgingto,folst(To"Alled) 2-ad 2-10d'" each end 1NaRHe ht as 2 2 " 3 § 6 T Cuaras"ndtanata s aaa" IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO Bladaii�to)alit(toe-Walled) 2-Rd 2-10d each end Top Flints to Ridge Adjurtm"tFactor 1 1 i 1 1 3 rua-rd'in-naaampadknsat sot ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH Blocktrg to Sill or Top Plate(sae-tianed) 3.16d 4.16d 'each block Height{ft) xs 1 1 2 SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN La�eC5Mpta8aam(Faoettallmd) 3.16d 4.16d each joist 10 1.W 1.a0 :.,. . . .ac.. ^. tP � i :..; ` l ':.t ia`ssenge=vEKtckara'as sw ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE Joist on Ledger to Beam(To+m»nalted) 3-ad 3»1t}d ket joist 3S' 1.15 125 5:12 s s l 3-lrsd 4-16d alit >._ I HIS I M THE SEAL AND Band k+ist to)alit(End na iedy pet j 2a 1.4o LSD ,. .. , 2 •\\\ \, ; t ..-`•. .o\ .e1 1• '2, 11'd'cres aaA`eithnn"Srecen roams ,-00 _ ALTERING ARCHITECT Bond uaistta Sill or Top Plate(taenamed) 216d 316d.. per ;. ... ° . .o .. p v THE NOTATION "ALC FetD IS SIGNATURE AND THE DATE OF IC DESCRIPTION `Ls\_::.: Rt9Or StlATtiN1f a5 Sleeping Ga is. i°td OF THE ALTER U CRIP Wood Structural Panels \a ad Sod' (see Table 3.10) 1 1 2 3 3 4 %w ' GH 7 1 I F MoCortal Board Sheathing t 1 1 1 2 1 2 i2 3'+ 3 Stairs y r� VWart"x8" 2ad 216d' persupport "d? 1 4sr 1"x#0"or wider 3 8d 3-10d per support o \ x for`,'' oust ,, 011 S r re footb.fl47g.kPe ware lriih. 64S m RR 4s •is 1 :� •1 x a" s. _o'.o. I 6.12 q # q m . Pud N P p u x edge/i0"field 2 2 Sd coolers Sd comers 7 2 4 4 5 GypwrWWallttoard ge/ -�a, Elevatedg3rAge<fiobrssttalihecapabiei5fsitppartinga2,000-pounttloat!'applieil'oVera20-square-inch"IyTea: ..; . :; Table 3.5A To and Bottom Plate to Stud Lateral Connections i z a 21 WAL1sHrATHINti p ., ,.,...: EX�lOSur� � u 1 1 1 9� Q42983 yQQ' Wood Structural Paned, 8d 1W {see Table 3<il) for Wind Loads xe 1 1 2 2 ts; tintnitattitabfe'arrlcs isilthatit"St©rarje are those xhere the tiear'htaig{t't Between jai"sty and rafters is not'ittar f�tian'42'inche5;of Where there !Structural Fiberboard Parcels � .�;: -.- � �- �° {Prescriptive Alternative t0 Table 3 5) �. \ � ,.: r are not two or more adjaCenttrusses with web configurations capable of accommodating an assumed rectangle 42 inches in hel4ht by 24 0 >: F N" 11 " ..hb roor 'rrdil Ba trig o :, inches iti vitdth;ai` reatei;wfthit Efie iirte,r5f tfie trusses:This Ilve toad ogee)not foe a'ssutriea to act coiaCurrent'"4ith`an oflser'l'ive tea' {o.11fl"x1-,/2"lwg x 7116"head) \ p fY d 7.12-12s17 Wind >` requirements: yx+:" SHEET NOTES: 2S 32" 11 a. alv fi if - 9"edge 6"field ..;,. „9 1 ,. / g 8 • roc na g 3 seconefBust{mph) 0 1 130 1 0 7 .< w 31 1 Z 3' )311 {0.120 iti-3J4"kartgx3j$" } (See F�riwB l.1) 3s 1 4 'C; Iridivrduiii ftah ire zis'shatl be designed ibr the urst4ormiy tlRstribvtett tti+e load ar`a 300(tnundYct3nCeri'triited tntiii aCting'i3Vet 8rf 4f14'!sf 4 Gypsur►i Wanbaard Sd coolers Sd coct x IF"edge/SD"'field Stud i Tabulated canneet an requirements steal be permitted to be multiplied by 0.70lot framing not located wtttiirr8 feet of btitiding IXirlt$rs: square inches,whlc,tever praduceS, e-greater stresses,,. Hardboard .'ad ad ,(see Table ii)., Spacing wall Height(ft) ui N BoliNa p e o � r Tabulated connection requirements are based antnt4t uplift iltinusthe'rbafassembtydeadload ofs5pst(OSrrlf)psfetapsf�. Particleboard Panels 8d ad (see manufacturer) (in.) 9 -d. �l tingle cancentrateti load applied in any direttfon at any point atong'tlse tap Tabulated connection requirements fire based on-i 11 Wit ridge afr<ap spadttg,fiir iliffEdent;ihfBe strap spacing,multiply tits tblicilatei{valiies'bjrtFie; Diagoiral Boards 481fiing 8 2 2 2 2 a e.See Section 0'6'.T for decks attachea to'extterfor wa)Is: !"x6"ail"x8" 1.8d 2-1od per support pprapriatemuitipiierbelaw: 1"x(O"orfonder 3-ad' 3-10d per Support 70 Y 2 2 Z 1 Ridge Strap Spadng(in.) 12 1S :19z z4 48 -.;-,..;•... ... . .. .. .....:. ..... .., ..:. . � ants{all thane°axes t thehaniirail),fiatustersand'anelfiflers"sltall be'tlesl ned�a'with`and a horiznn�af a teed ..,,.� ... .:... � ...:::�:.• ; :aq.Q�tSHE'ATHtNtx :.--.. ,......�.. �.° p p 9 # st t ,:,,,4-` �'rrardin-tEl cam pan 12 14 r 1 2.�, 2 When the tabulated connection requirements are adjusted for the ridge strap spacing and tfie number of required Woos earcec�fs 7r Tnbte A 3.5'does jlormal toad of 50 ourids on an ore a`tia t t''4 s 'u re t s� a e fY pp d q q a Thi io d ne d 4 named to a oncurre y with any other live toad Wood Structural Panels Use Wass from ale 6 3"or)Ass ad 1od 6.edge/#2"field K not apply.U loads fr' Table 3. , r q �., ; rift rA'rrfant p a m e as act c greater than`1" 1od 16d 6M edge/12"field 2 + When the tabulated number of nails required in each end of the strap is equal to 1 and the tiammg h attached in acenrifarue with Table:3.3r the ridge tNaganal Board Sheathlrig 20" 2 2 3 strap and additional nailing Is not required. 4 Uninhabitable attici With llrnited"s'tcifao are those;wh"ere the Clear height'bEtWeen)otsK6hif'raft,0rs`ls'42"inche"s or'greate�;rip id here theft' 1"td`c*or 1"a' 2 8d 240d persupport 8 2 2 2 s When a collartie is used in Rev of a ridge strap,itre number of iiki cr+ntmwi nails required to eaTli' ad pfthe caner(a efieed ttat:axceed ttte tabulated are two'or'more adjacent trusses with web configurations capable-of accommadating an assumed rectangle 42 inches in height by 24 I"x10"or wilder 3 8rl 3 i0d persuppnrt 10 2 2 2 3 number of ad common nails Ina steel strap,"Or the number of 12d box nalfs`in each end of the collartiA need notiix66 d the tabutated clamber of inches in wtdth,or greater,withi the plane of tfie trusses: Nailing requirements are based on wall sheathing naffed 6 Inches on-Center at the panel edge,Alternative nailing schedules shall ;' 2 3 cod box nails In a steel strap. s t r t e `; be used where wait sheathing Waning is reduced.Far example,N Pap sheathing is nailed 3 inidte on Can a at the pane edge to The live load r eed only be a flail to those' prtlons'of the'aistsvAruss btsttom Chords where ait`of th foil wtn nd,t n ar m obtain hither shear ca .cite nalfin requirements for structural members shall be doubled,or alternate connectors shall be 16 14 2< A `' 2- 2' ` S equivalent, l.. Pp, p ) a gut► io s e et g pa es g q > 4 0 shall A S3 de"33steel or 1 1/ 2 gage ridge strap she be of ASTM S era used to maintain the lead path. '..<, �. _. ,,s � .� � ' >, 7 For jack ratter uplift connections,use a roof spelt equal to'twjcelhe)sell faftei#t?rtgih;The jade rafter lerigEh iritdu,W fbeoverhan;g fengti 14na tfi aitk:. p ,.. ).' he strfcarea'ls"aecessibie from rn;ti)iening r+ot.le"ss'than 207a4ches in•+�idth by 30`iriihi>s iti(erti,nit"that is totaled wltere tfie a 'When wail sheathing 1s Continuous over oonnetted members,the tabulated ttUtnber rd Waits shah be perinittedto be reduced to ,18 2 2 2 3 span. Clear height in life afrkis not le ss'than 30 inches: LL 2 8 2 2. 3 2,"'fife"slopes oft he joists ar truss bottom chorits are not greater than 2 Inches vertical'to 12 units herixantat, 10 '2 3 ;' 3. Required Insulation depth Is less than'the,lalxt or truss.battom'chorii member depth, 24 1.# ,2 �� 2. S 2 3 S 1 The remaining portions of the joists ortruss bottom"chords_hat[be designed fear'e'uttftarm[y dfstiibuteri concurrent five`iaatl o€nit't less 18� 2 3 M4 4 than 10'pbtinds per square foot. iron a 1 Prescriptive limits are based on assumptions in Table 3.5.; h. Gtaxing used In handeail assemblies and wards ilia))be,dest fined whti'a safety facfnr pf�i;t fie safety factor shag be applied"ice each of ilia concentrated leads`applied tntfii top of the'rall,and lit the ldad"a»the"irt fill catti'yiuhents:Tfies 'iclads shaft be determtneiT liideptniiEnt C:f one another,and loads are assumed not to occurwitit any other live load. �30 .6 Roof Load The roof shall be designed fcirthe live load indicated in Table R301 A or the's'ricdw load indicated IdTable R301.2(1i',tivttitltever i5 greater; ''TABLE'l136f.d MtNiMUM Roof LfirE LOADS IN POUNM-FORCE F1u"r,50(JA"ftt f'OOf OF tjdK126'tITAL'PWO)t(CtiOfft 'Table-3.9A R�f lr/Gelling Joist H061 Joint Connection Requirements Table 3"io Roof Sheathing Attachment Requirements for Wind ��(�� Table 3AL Wahl Sheathing and Cladding Attachment Exposure B. (Prescriptive Attemative"t61able 3.9) Loads Requirements for Wind Loads rRl$s1rARY laXCiELt AREA IN SOUARE FEET FOR ANY REV: DESCRIPTION: BY: DATE: Roof Live Load r n wkw Speed 3�secW48-linph) 4 tea 4o z 7a ..-..Wind Speed stoat s utzAu R RaaR TRUCT MEMat? 20psf 3ppsf 0 sf tseeragureLI) 3-second gust Q3 AS BUILT PH 01 03 2023 Did ? ?nt tti '�tvex' Rif Ratter Fashmr5p®dnY t�l 2nrk ado ate' 2Q SITE PLAN - REVISED PH 09.12.2022 _ r ' Ft nr °i xa "4 e" I BULLETIN #1 - 100% CD W/ SITE PLAN REVS PH 06.25.2022 12 24 36 12 24 36 2 6_ it"thingtatcadoni Spacing Support} - R per Fla (!" ) LSHFJITH Er t tz Rafter pn i 11 Im.f a t t `Rafter Slope Requir"WynberofIQcommnnor40d a' n F E F E E F f F E F II SITE PLAN REVISION (TRUSTEES) PH 02.28.2022 ispacing(in) 6 t2 1 2 35 4 3 67 8 Rtseainci+esdserraatitaito is t ti b 6 9 1 1 #s 2 4 3 t Stud Spacing "" EsathantFtarchespErtaatpi) 10 OWNER FURNITURE PLAN PH 02.22.2022 3'7' 712 $ 9 4 i 44�, 0 Sheathing Location m a o Mans " 1 B s C z {inches,o.C.) s Fla nr 1;/ 0 12 1 S S 2 6 12 S S 2 a•e in t'" z" 9" 1 1 g 12 i 1 39 27 57 3 Interior Zone 26 6 6 2 1' 6 22 S 2 2 1 er 9 DEC LOT COVERAGE NOTES PH 02.10.2022 4 Z i 2 4 is, 4 4 s 1 1 1 16 2 4 3 24 6 i i 6 6 12 & g 8 DEC MHW, MLW, LOT COVERAGE NOTES PH 01.14.2022 i 2 6 2 Interior zone 3 6 8 ti 22 1 & z 3 12 .6 1 6 i 6 22 6 1 for5t:'1,square'faditmQ.4929m2,9"pauiidper;square-foottf,d47 ,tiPa,1"fiicit`perfaot=S3.3irimttni, 7 100 % CD + INTERIOR SET TO OWNER PH 12.14.2021 1 6 3 + el W17 ;ell 6 12 4456 5 5. Perimeter Edge Zane 16, 13' b 2 2 28 3 42 S339.2 4 4 9 1 4 i6 19 3 6 24 1 S S 2 S 12 S S S S S 6 FILING SET TO OWNER PH 11.09.2021 � .� ©eflet tifln4 1 i 3 8 9 #i 14 17 4 3 The allowable de,flection'nf an structural meMberuntiertfie"live load,"tested in SectionsR30l".$'anti tt3fll.E ar wind load's rletermined"fry Section rt3o1,2:t 5 EXTERIOR BID SET PH 11.03,2021 6 1Z 37 1 SQ 70 9 D 9 1 S 1 G or y 6 7 '24 8 6 17 8 23 5 30 35 47 67 SheathlogSize Rafter/TrussSpacing ,spat,not exceed the'varuesInTableR361,7. 3 1 9 4 4 6 19 24 27 1 40 5 t of mmonN 4 SITE PLAN TO SURVEYOR PH 10.09.2021 2 3 3 i 1 1 4 1S 1 27 3 39, 9 (incites,o.0) /7/ 3 1 1 6 iz 3 5 4 7 66 67 1 7 r ''1TABLEA21 1,1X11l.OWABLEW-LECTiON OP- '1R CNAALMtMBER5b'c' 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 4 1 4 2 6 6 6 2 2 33 3 1x6 or 1x8 Sheathing 12-2412 2 :2 2 12 3 $ 4 3 3 4 6 4 a 1 3 1 7 22 6 3 4 ixldorta ErSheathin 11-24 3 3 31 ALLOWABti 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 $ $ 9 1 2 1 17 2 3 7 'S'frSUC'Ti1ftA1't'ArAi3fR 7.12 16 3 8 S, 8 4 5 3 1 6 U 42 S 7 4 87 10 16 1 67 osrlrcnaN 1 SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 19.2 3 A 5 ,3 4 .6 3 1 6 6 6 44 1 5 E Nail spacing at panel edges{in.} llarterd hadfngsto'pes graarErtha i 3:t2'viitn 24 3 5 7 3 5 8 .4 2 i6 4 4' 16 1 29 5 If Naispacirigat'Intermediatesupportsinthepanel field(in.) t.nishedceitingnotanachedto,Aes4 r`rsa SCHEMATIC DESIGN TO OWNER PH 09.13.2021 4,vl// W` 4 Perimeter Edge Zone 1 3 1 '15 9 22 2 26 12 62 2 io5 9 'i 79 2 fintE sirwafls and partitions 'Haar 1' For wait sheathing within4feetofthecorners;.the4tooiedgezoneattachmeratrequtrerageritsshanbeused. EXISTING CONDITIONS TO OWNER PH 09.13.2021 19.2 1 i6 tt3ttl:4 4 17 23 35 4 47 7 2 Tabulated nail spacing assumes sheathing attachedtostudframingmemberswithOA2<G<0.49: STATUS: Issued ®r ConStruCiti®n W $ 3 16 2 '27 1 45 3 For eMeriar net sidin Ivanized baz'nails shall be" rmitted to tie substituted far Cowman nails:'' W6 )r// �° 6 12 8 2 1 131 2 1 ;� 2 siding, .. tFitin9S with tlr3itte Fin i5t1E4{fRCt6idinq Qtasr@r ",YJ35fi j 3 24 6 6 3 5 66 $7 1 Z 7 ands ctpl 4 4 1 Z 9 34 44 S 75 4 6 3etPings ikith'nE"iEaleflnlshEs iincRudirig gypsum, S 3 1 0 2 6 33 8 50 + 6 4 t1z4!} 4 3 4 5 6 Fastener spacing )saatdl Gable indwall Rake or tin•) d Na l It d`ther siracn tat tr em}iers rtz la. P art i H a u s 1 heel joint txannecttions are not required when the ridge is supported by a'toadbearing wail,header or ridge beam designed to Rake TrtiSs with up to 9" 6 3 s 4 59 8 1 is Design LLC ulterior wathiwhsd loads'with ptasier or N1.i6Lt r'eslsttheappliedloads.• RaketN�rhar 4 z 6 3 3 39 4 z 67 stucco finish I When intermediate suppoifof the rafter is provided by vertical struts or pidins to a loadbearing wall,the tabulated heel joint` 3 a is 3 3a 2 �atei[ar waitsktwind scads°with sitfier britt3a � 516.4 2 9.1 1 2 2 corthe:t,on requlrarilents shall be permitted to be reduced proptifftonallq to"the reduction iI1`span: " ° , 2615 Union Blvd finishes l5gilA ialentconnectJ,ons are'required for ccfling 161it to ceiling jolst lap splices. Fastener Uplift Capacity$3(lbs) 4 Sheathing Thickness(in.) 3/8 /se 25/32 19/32 z3f32 Euterd sr waits@wind loads°w ih ilexcbte tinishet kl E©t Islip, N Y, 11751 Tabulated heel:joint connection requlrernefits do not Include the,additlonal Weight of the telling assennbly: S f abulatad heel"jofiit connection t egiilr2tnents assUtrie ceilir9g joists(r rafter Pies are(pester#at the laottorri of the attic spate. Framing Member G OA2 -0,49 0.4z 0,49 0AZ 0.4s 0.4z 0,49 0.42 6.49 tS Stets'}jipeTngg mdsanYy der eerwaPa�' #f�©6 � info @ p a rt i.h a u s ad 7a 9i fiB 2a}' S7 9!# 63 92 58 86 When ceiling joists e]r rafter ties are)rested hfgherin"tile atdt spate,no attle storage is assumed,and the tabulated heel joint www.p a rt i.h a u s +connect€on requirementsshallbelncreased the fdllowi factors: Wdbol 84 101 82 112 61. MW 77 114 71 1J8 Note:)-spin lengthx<K=Spa n height. RSRS-03 91 91 106 99 zi4 99 195 94 135 -Ceiling Height/Top Plate-tt~-Roof Ridge $(eelloint Connection a, ter the purpbseof the determin'iiig deflection limits herein;the wind load'sl3"all be permitted ta'be:iakefl as p fi 3lmes the aniponent and DESIGN TEAM: .� Adjustment Factors cladding(ASD),166tls obtained frorr'Table R3'01.1(2),., Height Ha. � (H4/Ha) 1 For roof sheathing within 4 feet of the perimeter edge t5f the roof,including 4 feet an each side of the'roof peak,the}-foot perimeter edge Antonio Gabrielle, Assoc. A 1 A, M SA U D 7-6 1/2 2.00 zone attachriient requirements shall beused b". )ocean"ftleJerriieirsbers;;2shafibe'ta?teriastwitethefeliyth'ofthetantifevet., Matthew Busch, AIA NCARB 1/3 `1,50 2 Minmum.eapacityof withdrowalandfastener.headpun=thmugh'lstabulated, Matthew Lung, AIA NCARB 1/4 1,33 3 T.abulatedvalutSs Include a load duration facer adjustment,Cnol.6., c. fiiratuirri"nviristl%i`dtiraltrieisirern'orpariels"iisedirironfs't}r'vialtsrifsutrrbnrri,a'ctditiciits`rii'piitiiacavers,ttofsuppottirig edgenfglass'arr" 1/5 1-25 4. Tabulated values for lid common nails and 10d box nails are applicable to carbon steel nails(bright orgalvaniied). sandwich pti"nels"the total load deflection shall not exceed'LI60.for continuous aluminum.Structural members supporting edge cfgiasx'the OWNER: 5 Tabulated values for RSRS-03 nails are appticablit to carbon steet{brfght 6t galvanfitedlowstaintess steel nails, total load deflection shali not exceed ill75 for each"'Ptass ihe'or i/60 for the e'nttre'length 6f the mem6e-t;-arhicheverIS more"Stringent F1sr I/6 3,20" 3andviteit'panefs used in,rriofs`'ar'vtaits ofsrim�orct arliii4ioiis of pa'tie cover s;tut"e total loan s#eflettjor}sits ll'rsateiiceedUl2t1:: Cade Culver 1/10 1.12 email: cadeculver@gmail.com Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of d; t>eflectian"for exter/or ca7ts tiuiih Idttt>iar' y psditi,boarif'finfsh shall be"Ilmifeil to ari atipwable"i#efYctian'tif)t/ia3b. the top plate-to-roof ridge height,HR,.or when HC is greater than2 feet and may require additional consideration; e< Refer foSeetlan R7o3.8;2; WINTER DESIGN TEMP NOTES: ADDRESS: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE MANUAL J CRITERIA R E Q'D IN SUBMITTED CALCULATIONS 2060 Clearview Ave PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN Southold NY 11971 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN WIND DESIGN SUBJECT TO DAMAGE FROM HEATING DAY ELPvVATPON LAT N V NTER_ ,SUMMER': ,ALTITUDE" „ INDOOR " ',DESIGN - " ,HEATINGTErAPERATURE, TITLE: SEISMIC WINTER ICE BARRIER AIR MEAN 2. SYSTEM DESIGN SHALL BE BASED ON MAX 72° F HEATING, tIEATING ;,COOLING: CURR1Ecn0N AE IGN TEMPERATURE DXFFERENCE DESIGN CRITERIA GROUND FLOOD SNOW LOAD TOPOGRAPHIC SPECIAL WIND BORNE FROST LINE TEMP REQUIRED HAZARDS INDEX TEMP 3. DEGREE DAYS (NY LAGUARDIA) 4811, WINTER DESIGN TEMP 15 F, o o. o: PNG DESIGN DESIGN UNDERLAY FREEZING ANNUAL MINIMUM 75° F COOLING FACTOR. TEME ,COOL SPEED (MPH) EFFECTS WIND REGION DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE (} ' : 41 N i5 F �; l.Otj, Q .rF 55°F` SCALE: DATE: DRAWN: CHECKED: DRY BULB 89° F, WET BULB 75° F (2020 IPC APPENDIX D) 4. AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 C©olio Tem erature Wind Velki Wind Veloci Gf►int�ideat'SVet�uiib Dail `R�iin "iVin'terIIutntdi �ummer"Humidi 12° = 1'-0" 2021.09.16 MB MB/ML MODERATE ZONE AE/X 20 PSF 130 NO NO YES B SEVERE 3 FEET SEE NOTE YES 599 51.0 2016, WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B Difference. $axone Conlin TO HEAVY (ELM K PROJECT NO: DRAWING NO: REVISION: l 00 F" i 5,WH '74 MPH it F Medium{Ni} ? Onfa Z.GR SO°fa RH PH048 A-010 PROJECT NAME: Addition and Alterations at GENERAL CONDITIONS PROJECT SPECIFICATIONS Culver Residence I. ALL INFORMATION CONTAINED ON THESE DRAWINGS REGARDING EXISTING FACILITIES IS TAKEN FROM DRAWINGS SITEWORK WOOD AND PLASTICS FINISHES DESIGN TEAM: FURNISHED E3Y THE OWNER OR FIELD OBSERVATIONS. CONTRACTOR IS REQUIRED TO CHECK AND VERIFY ALL INFORMATION IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. HE SHALL NOTIFY THE ARCHITECT IN WRITING I. EXTENT OF NEW CONCRETE WALKS AND LANDSCAPE AREAS DEPICTED ON PLANS IS DIAGRAMATIC. CONTRACTOR SHALL I. ALL WOOD COMING IN CONTACT WITH MASONRY OR SHALL BE PRESSURE TREATED. I. WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200 WITH A OF ANY DIFFERENCES BETWEEN WHAT IS SHOWN ON THESE DRAWINGS AND FOUND IN ACTUALITY THAT WILL COORDINATE WITH OWNER REGARDING OPTIONS AND FINAL DESIRED LAYOUTS. SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R302,9 OF THE 2020A[ MATERIALLY AFFECT THE PROJECT AND OBTAIN THE ARCHITECT'S WRITTEN APPROVAL BEFORE PROCEEDING. 2. FOUNDATION DESIGN IS BASED ON PRESUMPTIVE BEARING CAPACITY OF TWO (2) TONS PER SQUARE FOOT. SUBSURFACE 2• ALL WOOD FRAMING MEMBERS USED IN EXTERIOR APPLICATIONS SHALL BE PRESSURE TREATED. RESIDENTIAL CODE OF NYS. r"'A 2. THE WORK SHOWN ON THIS DRAWING AND ACCOMPANYING SPECIFICATION IS INTENDED TO INCLUDE ALL LABOR AND MATERIAL IS PRESUMED TO BE WELL DRAINED SAND AND GRAVEL SHOULD CONDITIONS VARY FROM THAT PRESUMED 3. ALL FRAMING TIMBER AND DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR OR HEM FIR, NO. I GRADE OR BETTER. 2, REGULAR WALLBOARD: PROVIDE TYPE III, GRADE R, CLASS I, 1/2" THICK, EXCEPT AS MAY BE SHOWN OTHERWISE ON THE MATERIALS NECESSARY TO COMPLETE THE PROJECT IN ITS ENTIRETY, WHETHER SHOWN, DESCRIBED, REASONABLY CONTRACTOR IS TO NOTIFY THE ARCHITECT IMMEDIATELY PRIOR TO PROCEEDING. DRAWINGS. 4 ENGINEERED LUMBER SHALL BE 2.0E MICROLLAM LVL OR EQUAL ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT . IMPLIED, REQUIRED, OR INFERRED. LIMITED T0, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND 3. SHOULD CONDITIONS REQUIRE, PROVIDE SHORING AT EXCAVATIONS AND ELSEWHERE AS REQUIRED PROTECTING 3. FIRE-RETARDANT WALLBOARD: WHERE INDICATED, PROVIDE TYPE III, GRADE X, CLASS I, 5/8" THICK. TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS 3. CONTRACTOR SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. WORKMEN, MATERIALS, OTHER PROPERTIES, AND THE PUBLIC. SHORING DESIGN SHALL BE THE RESPONSIBILITY OF THE 5. ALL BOLTS, CLIPS, AND NAILS TO BE HOT DIPPED GALVANIZED. PROTECTED INTELLECTUAL PROPERTY INTERNATIONAL COPYRIGHT AND OTHER CONTRACTOR. 4. WATER-RESISTANT WALLBOARD: IN BATH, PROVIDE TYPE 0I, GRADE W OR X AS REQUIRED, CLASS 2, 1/2" THICK, 4. THE WORK SHALL BE IN CONFORMANCE THE RESIDENTIAL CODE 2020 OF NEW YORK STATE (IRC 2018 AS ADOPTED BY 6. ALL WORK TO BE FORMED, LEVEL, TRUE, AND PLUMB. EXCEPT AS MAY BE SHOWN OTHERWISE ON DRAWING. ANY UNAUTHORISED REPRODUCTION OR COPYING THE DESIGN OR NYS) AND CHAPTER II OF THAT CODE, THE NEW YORK STATE ENERGY CONSERVATION CODE 2020 (IECC 2018 AS 4. EXCAVATE, BACKFILL, COMPACT AND GRADE THE SITE TO THE ELEVATIONS SHOWN ON THE DRAWINGS, AND/OR AS IMAGES FEATURED IN THIS DRAWING SET AND BELONGING NGING TO ADOPTED BY NYS), ANY AND ALL APPLICABLE LOCAL CODES, AND THE NATIONAL ELECTRIC CODE (LATEST EDITION). REQUIRED TO MEET THE DESIGN INTENT AND TO DIRECT RUNOFF AWAY FROM STRUCTURES. 7. FRAMING COMPONENTS AND WOOD STRUCTURAL PANEL SHEATHING AND SHALL BE FASTENED IN ACCORDANCE WITH 5. CEMENT BOARD, PROVIDE ON WALL IN AREAS SLATED TO RECEIVE WALL TILE. PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. TABLES R602.3(I) THROUGH R602.3(4) OF THE 2020 RESIDENTIAL CODE OF NYS, I 5. ALL PERMITS SHALL BE SECURED BY AND AT THE EXPENSE OF THE CONTRACTOR WHO SHALL GIVE ALL NOTICES 5. BACKFILLING SHALL TAKE PLACE ONLY AFTER ADEQUATE BRACING OF FOUNDATION WALLS IS IN PLACE. 6. CORNER BEADS: PROVIDE ANGLE SHAPES WIT H WINGS NOT LESS THAN I" WIDE, AND PERFORATED FOR NAILING AND ARCHITECT OF RECORD: REQUIRED BY LAW AS WELL AS PERFORM ALL TESTING AND INSPECTIONS, UNLESS OTHERWISE NOTED. NO WORK SHALL 8. CONNECTIONS FOR CEILING JOISTS AND RAFTERS SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING JOINT TREATMENT. MATTHEW CHARLES BJSCH START UNTIL THE BUILDINGS DEPARTMENT APPROVAL IS OBTAINED AND A BUILDING PERMIT ISSUED. IN ALL CASES, 6. PROVIDE ONLY CLEAN BACKFILL MATERIAL. SCHEDULES PROVIDED IN THESE CONSTRUCTION DOCUMENTS. NYS LICENSE NO. 042983 THE MOST RESTRICTIVE LIMITATION OF ANY APPLICABLE REQUIREMENTS SHALL BE FOLLOWED BY THE CONTRACTOR. 7. TAPE AND SPACKLE (3 COATS) WALL BOARD REE OF IRREGULARITIES. 7. CONTRACTOR TO MARK OUT ALL EXISTING UNDERGROUND UTILITIES PRIOR TO START OF WORK. IF EXISTING UTILITIES 9. PROVIDE TIE DOWNS AND STRAPPING AT ROOF RAFTERS AND ELSEWHERE AS INDICATED ON PLANS. IT IS A VIOLATION of THE LAW FOR ANY PERSON, UNLESS 6. ACCESS TO ALL AREAS OF THE BUILDING, CONSTRUCTION OPERATIONS AND UTILITY SHUTDOWNS SHALL BE ARE FOUND TO INTERFERE WITH THE PERMANENT FACILITIES BEING CONSTRUCTED, IMMEDIATELY NOTIFY THE OWNER 8. PRIME AND PAINT WALLS AND CEILINGS COLORS/ FINISH AS SELECTS BY OWNER. BENJAMIN MOORE OR APPROVED ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO AND SECURE THEIR INSTRUCTIONS. 10, PROVIDE FP.AMING ANCHORS / HANGERS APPROPRIATELY SIZED AND FASTENED PER MANUFACTURER FOR ALL FLUSH EQUAL. ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH COORDINATED WITH THE CONNECTIONS. SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE 7. ALL EXITS SHALL BE KEPT READILY AVAILABLE AND UNOBSTRUCTED AT ALL TIMES. CONCRETE 9. PROVIDE AND FINISH BASE, DOOR AND WINDOW TRIMS THROUGHOUT WORK AREA. ALTERING ARCHITECT 0 HIS I M THE SEAL AND 11. NOTCHING OR BORING OF JOISTS AND RAFTERS SHALL CONFORM TO THE REQUIREMENTS OF THE WFCM OR PER THE THE NOTATION "AL IS SIGNATURE AND THE DATE OF SU IFIC DESCRIPTION 8. DO NOT DETERMINE DIMENSIONS BY SCALING DRAWINGS. ALL CONSTRUCTION DIMENSIONS AND DETAILS SHALL I. PROVIDE CAST-IN-PLACE CONCRETE, INCLUDING FORMWORK AND REINFORCEMENT, AS REQUIRED TO COMPLETE THE MANUFACTURERS REQUIREMENTS FOR ENGINEERED LUMBER. 10. COORDINATE WITH OWNER REGARDING REQUIREMENTS FOR ALL FLOORING MATERIALS, TRIM MATERIALS AND OF THE ALTER CONCUR WITH AND BE DETERMINED FROM THESE DRAWINGS. IF ANY REQUIRED DIMENSIONS ARE NOT INDICATED, DO CONSTRUCTION SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. FINISHES. NOT PROCEED WITHOUT REQUESTING IN WRITING FROM ARCHITECT. 12. PROVIDE HANG ROD & SHELF IN ALL COAT CLOSETS AND BEDROOM CLOSETS. PROVIDE 5 SHELVES, FULL DEPTH, IN 2. COMPLY WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED HEREIN. PANTRY AND LINEN CLOSETS. MECHANICAL 9. LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL, REPETITIVE FEATURES NOT COMPLETELY DESCRIBED AND/OR DETAILED SHALL BE CONSTRUCTED IN ACCORDANCE WITH CORRESPONDING FEATURES THAT ARE COMPLETELY 3. PROVIDE TRANSIT-MIX CONCRETE COMPLYING WITH ASTM C94. COMPRESSIVE STRENGTHS TO BE A MIN. OF 3000 PSI 13. WINDOW & DOOR CASINGS- PROVIDE 2" NOMINAL WOOD CASING, PROFILE AS SELECTED BY OWNER. I. MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE 2020 RESIDENTIAL CODE ° DESCRIBED OR DETAILED, AT 28 DAYS. PROVIDE CERTIFICATIONS TO OWNER. OF NYS. '' � 14. BASE MOLDINGS- PROVIDE 6" NOMINAL WOOD BASE MOULDING, PROFILE AS SELECTED BY OWNER. Q429g3 10. ALL COND71ONS LAYOUTS, ETC. LABELED AS 'TYPICAL' INDICATE THE WORK TO BE EXECUTED FOR ALL SIMILAR 4.PLANS FOATURE IS TO BE R PROTECTING A MIN. OF 45 DEGREES F. FOR THE DAY OF AND FOR FIVE DAYS AFTER POUR OR SUBMIT THERMAL AND MOISTURE PROTECTION 2. COORDINATE WITH OWNER REGARDING MECHANICAL SYSTEM SELECTIONS. 9r�OF NE`Ny CONDITIONS. ELECTRICAL 11, THE OWNER RESERVES THE RIGHT TO DELIVER, PLACE AND INSTALL EQUIPMENT AND FURNISHINGS AS THE WORK 5. PROVIDE REINFORCEMENT OF TYPES SHOWN ON THE DRAWINGS, AND COMPLY WITH ASTM 615, GRADE 40, UNLESS I. IN ALL FRAMED WALLS FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A SHEET NOTES: PROGRESSES, AS LONG AS THERE IS NO INTERFERENCE WITH THE WORK OF THE CONTRACTORS. OTHERWISE INDICATED. MOISTURE/VAPOR RETARDER SHALL BE INSTALLED OR BE INTEGRAL ON THE WARM-IN-WINTER SIDE OF THE I. DEMOLITION - REMOVE ALL EXISTING ELECTRICAL DEVICES, CONDUITS AND WIRING IN THE WORK AREA(S) NOT INSULATION. INDICATED ON PLANS TO REMAIN OR OTHERWISE SERVICING ADJACENT SPACES. 12, ALL DIMENSIONS ARE ACTUAL EXCEPT DIMENSIONS OF CONCRETE MASONRY, BRICK UNITS AND DRYWALL PARTITIONS 6. CONSOLIDATE CONCRETE IN ACCORDANCE WITH ACI 309. WHICH ARE NOMINAL. 2. INSULATION SHALL NOT HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 WITH A SMOKE-DEVELOPED INDEX OF 2. ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 34-43 OF THE 2020 7. PROVIDE CONCRETE THAT IS DENSE AND FREE FROM HONEYCOMB AND OTHER DEFECTS. NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R302.10.1 OF THE 2020 RESIDENTIAL CODE OF NYS. RESIDENTIAL CODE OF NYS. 13. CONTRACTOR SHALL FURNISH AND INSTALL ANGLES, STRUTS, BRACKETS, TOGGLES, EYE BOLTS AND ALL ACCESSORIES REQUIRED TO PROPERLY SUPPORT BRACE AND/OR REINFORCE ALL FINISHES, FRAMES, EQUIPMENT, ETC. 8. LEAVE SLAB SURFACES THAT ARE FREE FROM TROWEL MARKS, UNIFORM IN APPEARANCE, WITH A SURFACE PLANE 3. ROOF SHINCLES SHALL BE 320# FIBERGLASS AS SELECTED BY OWNER SHALL BE INSTALLED IN ACCORDANCE WITH 3. COORDINATE WITH OWNER REGARDING SELECTION AND PROVISIONS FOR ALL LIGHTING FIXTURES AND LOCATIONS. TOLERANCE NOT EXCEEDING 1/8" IN 10'-0" WHEN TESTED WITH A 10' STRAIGHTEDGE. SECTION R905.2 OF THE 2020 RESIDENTIAL CODE OF NYS. 14. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES, 4. PROVIDE HARDWIRED, INTERCONNECTED COMBINATION SMOKE AND CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP AND REQUIREMENTS OF ALL GOVERNING AND REGULATORY AUTHORITIES HAVING JURISDICTION. 9. PLACE WELDED WIRE FABRIC CONFORMING TO ASTM A185 (6X6-IOXIO) LAPPED 6" SIDE AND ENDS SECURELY TIED 4. FLASH ALL OPENINGS IN ROOFS AND EXTERIOR WALLS AT ROOF VALLEYS, CHIMNEYS AND ALL ROOF/ WALL IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM (AND TOGETHER. INTERSECTIONS. ONE IN EACH ADDITIONAL STORY INCLUDING BASEMENT WHEN APPLICABLE). 15. ALL WALLS AND/OR PARTITIONS SHALL EXTEND FROM FLOOR TO UNDERSIDE OF CONSTRUCTION ABOVE, UNLESS OTHERWISE NOTED. 10. PLACE CONCRETE SLABS ON SOIL COMPACTED TO 95% MIN. WITH 4" POROUS FILL FILL EXCESS CUTS WITH CONCRETE. 5. CAULK ALL OPENINGS AND JOINTS IN EXTERIOR WALLS, COLOR AS SELECTED BY ARCHITECT. 5. COORDINATE TELEPHONE, TELEVISION AND DATA CABLING REQUIREMENTS WITH OWNER. REMOVE FOREIGN MATTER AND AVOID SEGREGATION AS MUCH AS POSSIBLE. FOOTINGS SHALL HAVE A MINIMUM OF 3'-0" 16. PARTITIONS SHALL BE CONTINUOUS SURROUNDING BUILT-IN EQUIPMENT . FURNISH NECESSARY ANGLES, HANGERS, COVER. 6. PROVIDE 36' WIDE ICE BARRIER AT EAVES CONSISTING OF SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET, PLUMBING ETC., TO COMPLETE INSTALLATION. II. PLACE FOOTINGS ON UNDISTURBED, VIRGIN SOIL TO A MINIMUM DEPTH OF 3'-0" BELOW ADJACENT GRADE. 7. PROVIDE SICCING SAMPLES FOR SELECTION FROM MANUFACTURER'S FULL INVENTORY, COLOR AND STYLE AS SELECTED I. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-33 OF THE 2020 RESIDENTIAL CODE 17. CONTRACTOR SHALL INSTALL ALL CEILING, AND WALL ACCESS DOORS SPECIFIED AND AS REQUIRED FOR MECHANICAL BY ARCHITECT. OF NYS. TRADES. 12. SLABS THAT ARE 3 1/2" TO 4" THICK SHALL RECEIVE A 6 MIL VAPOR BARRIER AND STEEL TROWEL FINISH. SLABS THAT ARE 2" THICK WILL RECEIVE A 4 MIL VAPOR BARRIER AND WOOD FLOAT FINISH. 8. RIGID INSULATION TO BE OWENS CORNING FOAMULAR 400 EXTRUDED POLYSTYRENE (XPS) RIGID FOAM INSULATION, 2. DEMOLITION - REMOVE EXISTING PLUMBING FIXTURES & PIPING IN THE WORKAREA. AREA(S) NOT INDICATED ON PLANS 18. THE PLUMBING AND ELECTRICAL WORK SHOWN ON THE ARCHITECTURAL DRAWINGS ARE TO BE CONSIDERED MIN. R-5 PER INCH; OR APPROVED EQUAL TO REMAIN. SCHEMATIC ONLY AND ARE TO INDICATE THE FUNCTIONAL USE OF THE SPACES. MASONRY 9. MAINTAIN A MINIMUM I"AIR SPACE BETWEEN INSULATION AND ROOF SHEATING PROVIDING FREE VENTILATION FROM 3, COORDINATE WITH OWNER REGARDING PLUMBING FIXTURE SELECTIONS. 19. ALL NEW PIPING AND ELECTRICAL CONDUITS SHALL BE CONCEALED WITHIN PARTITIONS AND CEILING WHEN INSTALLED I. MASONRY UNITS SHALL BE EXTERIOR GRADE CONCRETE UNITS - HOLLOW LOAD BEARING TO MEET ASTM-C 90, SET SOFFIT TO RIDGE. PROVIDE BAFFLES AS REQUIRED TO MAINTAIN REQUIRED AIR FLOW. WITHIN HABITABLE OCCUPIABLE SPACES. PLUMB, LEVEL, AND TRUE IN MORTAR BED ON BOTH FACE SHELLS AND WEBS WITH TOOLED JOINTS. DO NOT LAY IN 4. PROVIDE NEW GUTTERS AND LEADERS WITH LEAF GUARDS THROUGHOUT. FREEZING WEATHER, OR WHEN FROST IS EXPECTED FOR48 HOURS. LAY IN RUNNING BOND. DOORS AND W,NDOWS 20. ALL GYPSUM WALL BOARD DIRECTLY BEHIND OR ADJACENT TO ALL SINKS, INCLUDING SINKS IN CASEWORK, EXTENDING A MINIMUM DISTANCE OF 3'-0" HORIZONTALLY FROM CENTERLINE OF FIXTURE AND FROM FLOOR TO 2. MORTAR TO MEET ASTM-C 270 FOR TYPE M WITH SALT FREE SAND AND CEMENT. I. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED MANUFACTURED AND INSTALLED IN ACCORDANCE WITH FINISHED CEILING SHALL BE WATER RESISTANT TYPE. SECTION R609 OF THE 2020 RESIDENTIAL CODE OF NYS. METALS 21. CEMENT BOARD OR APPROVED TILE BACKER BOARD SHALL BE USED IN LIEU OF GYPSUM BOARD AT ALL TILE 2. COORDINATE INTERIOR DOOR HARDWARE REQUIREMENTS WITH OWNER. LOCATIONS. 1. PROVIDE STRUCTURAL STEEL WHERE SHOWN ON DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. 3. PROVIDE NEW DOORS AS SPECIFIED IN DOOR SCHEDULE/ELEVATIONS 22. WHERE FIRE-RATED PARTITIONS ARE SCHEDULED, CONTRACTOR SHALL PROVIDE TYPE X GYPSUM WALL BOARD. 2. ALL STEEL SHALL MEET ASTM A501. ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RED OXIDE PAINT. 4. PROVIDE NEW WINDOWS AS SPECIFIED IN WINDOW SCHEDULE/ELEVATIONS 23. ALL CONCRETE BASES FOR MECHANICAL AND ELECTRICAL EQUIPMENT, WHERE REQUIRED BY EQUIPMENT v: DESCRIPTION: BY: DATE: MANUFACTURERS, SHALL BE FURNISHED AND COORDINATED BY CONTRACTOR. THE EXACT SIZE, HEIGHT, LOCATION AND 3. UNLESS OTHERWISE NOTED STEEL FOR FLITCH PLATES SHALL BE 36KS1. AS BUILT PH 01.03.2023 STRENGTH SHALL BE OBTAINED FROM THE CONTRACTOR'S APPROVED SHOP DRAWINGS AND VERIFIED BY THE 3 ARCHITECT. I 2 SITE PLAN - REVISED PH 09.12.2022 QI BULLETIN #1 - 100%CD W/ SITE PLAN REVS PH 06.25.2022 II SITE PLAN REVISION (TRUSTEES) PH 02.28.2022 10 OWNER FURNITURE PLAN PH 02.22.2022 9 DEC LOT COVERAGE NOTES PH 02.10.2022 8 DEC MHW, MLW, LOT COVERAGE NOTES PH 01.14.2022 7 100 % CD + INTERIOR SET TO OWNER PH 12.14.2021 6 FILING SET TO OWNER PH 11.09.2021 5 EXTERIOR BID SET PH 11.03.2021 4 SITE PLAN TO SURVEYOR PH 10.09.2021 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 1 SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 SCHEMATIC DESIGN TO OWNER PH 09.13.2021 DEMOLITION NOTES R E N 0 VAT I O N NOTES NYS TRUSS SIGN TEMPLATE EXISTING CONDITIONS TO OWNER PH 09.13.2021 STATUS: Issued for Construction 5 •, "°. R.gp"q:,:`1,°.'.a'",'ra•�*„•.^»r,.,x°`�'4::""«°.... R:,xej d n •� I. REFER TO DEMOLITION DRAWINGS FOR ADDITIONAL REQUIREMENTS REGARDING SELECTIVE DEMOLITION, TEMPORARY 9. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK SAFELY AND CAUTIOUSLY IN ORDER TO AVOID ACCIDENTS, I. WHERE NEW CONSTRUCTION IS TO CLOSE AN OPENING IN OR IS AN EXTENSION OF AN EXISTING WALL OR PARTITION, IT i • - ' `_° •• - •�"` ,' PARTITIONS AND UTILITIES. INJURY, AND UNINTENDED PROPERTY DAMAGE. ALL DEMOLITION WORK SHALL BE CAREFULLY PERFORMED BY HAND. SHALL MATCH EXISTING CONSTRUCTION AND FINISHED FACES SHALL BE TYPICALLY FLUSH UNLESS OTHERWISE NOTED. ',' r MATCH FIRE RATING OF EXISTING CONSTRUCTION UNLESS OTHERWISE NOTED. (U.O.N.) �I Party H dU S 2. THE CONTRACTOR MUST INFORM HIMSELF FULLY OF THE CONDITIONS RELATING TO THE CONSTRUCTION AND LABOR 10. ALL DEMOLITION WORK SHALL BE PERFORMED DURING REGULAR WORKING HOURS ON WEEKDAYS AND IN ACCORDANCE ' UNDER WHICH THE WORK WILL BE PERFORMED. WITH BUILDING'S RULES AND REGULATIONS REGARDING CONSTRUCTION WORK. 2. WHERE EXISTING PARTITIONS ARE TO BE REMOVED AND INTERSECT EXISTING PARTITIONS SCHEDULED TO REMAIN, -> Design LLC PATCH REM41NING EXISTING PARTITION AND FINISH TO MATCH ADJOINING CONSTRUCTION. - M ) 516.429.1 122 3. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY PERMANENT OR TEMPORARY PARTS OF THE BUILDING, 11. ALL MATERIALS AND EQUIPMENT BROUGHT TO THE JOB SITE AND ALL MATERIALS AND EQUIPMENT REMOVED FROM THEarm,. °'` AND SURROUNDINGS CAUSED BY HIS OPERATIONS, JOB SITE MUST BE COORDINATED WITH BUILDING OWNER. PROVIDE PROTECTION. 3. CUT NEW O'ENINGS IN EXISTING CONSTRUCTION WHERE REQUIRED FOR INSTALLATION OF NEW DOOR AND/OR WINDOW ` = 2615 Union Blvd ASSEMBLIES. PROVIDE SURROUNDING CONSTRUCTION AS DETAILED OR TO MATCH EXISTING. ;b "'` ; jR Islip, NY, 11751 4. THE CONTRACTOR AND HIS SUBCONTRACTORS ARE PUT ON NOTICE TO ASCERTAIN THE LOCATIONS OF AND EXERCISE 12. RETAIN AND PROTECT EXISTING STOREFRONT, PARTITIONS, DOORS, PLUMBING FIXTURES AND OTHER CONSTRUCTION is ° PRECAUTIONS IN AVOIDING DAMAGE TO SERVICES RUNNING THROUGH AND ADJACENT TO THE BUILDING. ANY DAMAGE OR EQUIPMENT SCHEDULED TO REMAIN. 4. NEW PARTITIONS WITHOUT A FINISH SCHEDULE DESIGNATION SHALL BE FINISHED TO MATCH THE SPACE(S) THAT THEY ;; info@parti.haus TO SAID BUILDING, THE PROJECT„ OR ANY PERSON SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HE ARE IN. 1 WWW.pdrtl.hdUS AGREES TO HOLD HARMLESS THE: OWNER, ARCHITECT, ENGINEERS, AND THEIR AGENTS FROM ANY CLAIMS ARISING BY 13. REMOVE AND OR RELOCATE AS REQUIRED OR INDICATED ON DWGS EXISTING PLUMBING, HEATING, AND ELECTRICAL REASON THEREOF. LINES. PROVIDE MINIMUM INTERRUPTION OF SERVICES AND TEMPORARY SERVICES AS REQUIRED DURING RELOCATION 5. REINFORCE EXISTING PARTITIONS AS REQUIRED TO INSTALL NEW CASEWORK. PATCH PARTITIONS TO MATCH EXISTING ! ' OF UTILITY LINES. OR PREPARE PARTITIONS TO RECEIVE NEW FINISH AS SCHEDULED. _ fi DESIGN TEAM: 5. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ANY AND ALL SAFEGUARDS, INCLUDING FENCES, PLANKING, a Antonio Gabriele, Assoc. AIA, MSAUD BRIDGES, BRACING, SHORING, SHEET PILING, LIGHTS, BARRICADES, WARNING SIGNS, AND GUARDS NECESSARY TO INSURE 14. REMOVE, MAKE SAFE, AND RELOCATE AS REQUIRED AND INDICATED ON DRAWINGS EXISTING ELECTRICAL CONDUIT, BX 6. PATCH ALL OPENINGS IN EXISTING WALLS SCHEDULED TO REMAIN RESULTING FROM DEMOLITION WORK OF OTHER d Matthew Busch, AIA NCARB THE SAFETY AND PROTECTION OF THE PUBLIC AND ALL WORKMEN AS REQUIRED BY ALL GOVERNMENTAL AGENCIES AND CABLE, ROMEX CABLE, JUNCTION BOXES, OUTLETS, SWITCHES, CIRCUIT BREAKER OR FUSE PANELS, DISTRIBUTION TRADES AS NECESSARY TO CLOSE OPENING AND MAINTAIN INTEGRITY OF EXISTING OR SCHEDULED FIRE RATED i Matthew Lung, AIA NCARB CODES HAVING JURISDICTION OVER THE PROJECT AND IN ACCORDANCE WITH GOOD SAFETY PANELS, AND OTHER ASSOCIATED ELECTRICAL WIRING OR FIXTURES THAT ARE NOT TO BE REUSED. CONSTRUCTION. a= t OWNER: 6. CONTRACTOR SHALL DEMOLISH, REMOVE FROM THE PREMISES, AND LEGALLY DISPOSE OF ALL CONSTRUCTION 15. REMOVE AND RELOCATE AS REQUIRED AND OR INDICATED ON DRAWINGS EXISTING TELEPHONE WIRING, TELEVISION 7. DO ALL WORK AS REQUIRED TO PROVIDE FINISH FLOOR FLUSH AND LEVEL WITH ADJOINING FINISH SURFACES. REMOVE MATERIALS AND EQUIPMENT EITHER SPECIFICALLY DESIGNATED TO BE DEMOLISHED OR REMOVED, OR THAT INTERFERES CABLE, SECURITY SYSTEM WIRING, DOORBELL WIRING, INTERCOMS, THERMOSTATS, OR OTHER ITEMS, THAT ARE NOT TO ALL LAYERS OF EXISTING FLOORING AND ADHESIVE DOWN TO CONCRETE OR WOOD SUBSTRATE. LEVEL EXISTING `E i Cade Culver WITH OR IS NOT PART OF THE FINISHED WORK AS DEPICTED BY THE DRAWINGS AND SPECIFICATIONS, INCLUDING DEBRIS BE REUSED. SUBSTRATE WITH CEMENTITIOUS FILL OR WOOD SLEEPERS TO PROVIDE A SUBSTRATE TO RECEIVE SCHEDULED FINISH IN �' yrA '` email: cadeculver@gmail.com PILED ON SITE. ACCORDANCE WITH SPECIFICATION AND FINISH MANUFACTURERS' REQUIREMENTS. 16. REMOVE AND PROPERLY DISPOSE OF ALL DEMOLITION DEBRIS DAILY FROM SITE. AT THE COMPLETION OF DEMOLITION 7. PRIOR TO DOING ANY DEMOLITION WORK, CONTRACTOR SHALL SAFELY AND SECURELY BRACE AND SUPPORT ALL WORK, LEAVE ALL AREAS BROOM CLEAN. COORDINATE WITH BUILDING OWNER CONSTRUCTION DEBRIS WASTE 8. CONTRACTOR SHALL REPAIR AND RESTORE ANY DAMAGED FIREPROOFING TO ACHIEVE REQUIRED RATING. 1-' wi CONSTRUCTION AFFECTED BY THE DEMOLITION WORK INCLUDING SHORING, TEMPORARY SUPPORTS, ETC. TO ASSURE DUMPSTER STORAGE, AND ELEVATOR TRANSPORT. ' ° ^' THE STRUCTURAL STABILITY OF THE BUILDING. 9. IF FLOOR SURFACE IN EXISTING TOILET ROOMS BEING DEMOLISHED IS HIGHER THAN ADJOINING FINISH, REMOVE TILE I: ' •- F ADDRESS: 17. REMOVE EXISTING FINISHES FROM WALLS AND FLOORS AND PREPARE SURFACES TO RECEIVE FINISHES SPECIFIED. AND SETTING AND FURNISH SUBSTRATE ACCEPTABLE TO INSTALLER OF NEW FINISHES. 'r " ,'�I �' V"? + I'"" 2060 Clearview Ave 8. PRIOR TO DOING ANY DEMOLITION WORK, CONTRACTOR SHALL DISCONNECT ANY ELECTRICAL, MECHANICAL, AND I+ "' Southold NY 11971 PLUMBING CONSTRUCTION INTERFERING WITH OR CONNECTED TO THE WORK TO BE DEMOLISHED OR REMOVED. AT THE 18. DEMOLITION SHALL INCLUDE ALL CONSTRUCTION AND FINISHES NECESSARY TO FACILITATE INSTALLATION OF NEW 10. AT ANY WALL WITH TILE, WHERE WALL REMAINS, DO ALL WORK REQUIRED (REMOVE TILE &/OR RESURFACE W/ GWB ) TITLE: .`•'.= Mx-w�-.. "�_ , x .�,a. COMPLETION OF THE WORK, HE SHALL RESTORE SERVICE TO ANY MECHANICAL, ELECTRICAL, OR PLUMBING DEVICES WORK CONTEMPLATED BY CONSTRUCTION DOCUMENTS, TO ACHIEVE THE FINAL WALL CONFIGURATION ACCEPTABLE TO INSTALLER OF NEW FINISHES. ` ,. ""� '" ` °�� -' If.. Ck4 t ::','r', i. TEMPORARILY DISCONNECTED, AND HE SHALL SAFELY REMOVE WIRING, PIPING, AND DEVICES FOR EQUIPMENT THAT IS f` :.;-,:. * . I<. ; GENERAL NOTES AND REMOVED, CAPPING OFF SERVICE IN A SAFE AND LEGAL MANNER. COORDINATE ALL SHUT DOWNS AND DISCONNECTIONS WITH OWNER BEFORE PERFORMING THE WORK. .. SPECIFICATIONS • 4 SCALE: DATE: TDRAWN: CHECKED: 1 " )lil dry d PROJECT NO: DRAWING NO: REVISION: . yy w PH048 A-011 PROJECT NAME: Addition and Alterations at CONSTRUCTION LEGEND Culver Residence DESIGN TEAM: o DOOR TYPE SEE SCHEDULE cli Z = NEW CONSTRUCTIONIF j 204 DH NEW CONSTRUCTION NOTES: — — — \\ Vr""* A Lr"","'N 5"'"" Lrq0,,"A , I. INTERIOR WALLS TO BE 2X4 @ 16" O.C. U.O.N WINDOW TYPE 2. PROVIDE (2)2X12 HEADER AND (2)2X4 JACK STUDS AT ALL < / / �- —\ \ \ > ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT SEE SCHEDULE OPENINGS IN BEARING WALLS UP TO 6'-0" W, TYP. U.N.O. / / - DN —� \ \ LIMITED T0, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND 3. SEE DETAILS ON A-501 FOR EXTERIORWA / \ y TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS x/ PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER = NEW CONC. FOUNDATION WALL AND FOOTING INTELLECTUAL PROPERTY LAWS. ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO — — — — — -- — — — = CONSTRUCTION ABOVE/BELOW I PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. 9777-7720 I I "P = EXISTING CONSTRUCTION TO REMAIN ARCHITECT OF RECORD: = EXISTING CONSTRUCTION TO MATTHEW CHARLES BUSCH NYS LICENSE NO. 042983 BE DEMOLISHED _ _ _ _ _ _ _ _ L - - - - - - - - - - - - - - - - - IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS = FRAMING - JOIST (TYPICAL SPAN) ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN 1 ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE = FRAMING - JOIST (INDIVIDUAL) ALTERING ARCHITECT HIS I M THE SEAL AND THE NOTATION "AL �D IS SIGNATURE AND THE DATE OF SU GH y� IFIC DESCRIPTION — — — — — = FRAMING - BEAM/HEADER/GIRDER i I OF THE ALTER O .� ® _ (2) 2X4 POST ® = (3) 2X4 POST O = STEEL POST r- - - - - - - - - - - - - - - - - - - - - J 1 4� '9 042983 LINE OF EXISTING DECK STRUCTURE TO BE REMOVED OF t4 SHEET NOTES: I I I - - - - — DEMOLITION NOTES: I I I I. SCOPE OF DEMOLTION SHALL ALLOW FOR ALL NEW CONSTRUCTION IN ACCORDANCE WITH PROPOSED PLANS. 2. REFER TO A-100 FOR EXTENT OF,DEMOLITION AND NEW CL. I I I R.O. SIZES FOR WINDOWS AND DOORS. — — — — — — — — — — — — — — — 3. PROVIDE ADEQUATE / ENGINEERED SHORING AT WORK EX. PRIMARY BEDROOM I I I AREAS AS REQUIRED. (264 SQ. FT.) 1 I 1 HATCH DENOTES CONSTRUCTION TO BE REMOVED, TYP. 4. GC TO PROVIDE PROTECTION THROUGHOUT WORK AREAS (VAULTED CEILING) 1 EX. IVING RM 1 EX. FAMILY RM 1 � I FOR DURATION OF PROJECT. (393 S . FT.) I k\ (159 SQ. FT.) (VAUL ED CEILING) i (VAULTED CEILING) \\I I I I — — — — — EXISTING FIREPLACE TO BE REMOVED CL. I I I I I CL. CL. EX. DINING & � --Y_- ;� -BR-EAKFASTRIDf — — (129 SQ. FT.) REV: DESCRIPTION: BY: DATE: EX. HALLWAY EX. FOYER (VAULTED CEILING) 3Q AS BUILT PH 01.03.2023 I (118 SQ. FT.) 2Q SITE PLAN - REVISED PH 09.12.2022 II I (VAULTED CEILING) QI BULLETIN #1 - 100% CD W/ SITE PLAN REVS PH 06.25.2022 EX. BATHRM CL. I I — (107 SQ. FT.) — \ \ I I II SITE PLAN REVISION (TRUSTEES) PH 02.28.2022 I I Q 10 OWNER FURNITURE PLAN PH 02.22.2022 — — — — — — — — — — I I S Y SKYLIGHT SKYLIGHT I DASHED LINE INDIACTES MILLWORK/FIXTURE AND OR/BUILT 9 DEC LOT COVERAGE NOTES PH o2.lo.2o2z 11 0 1 / � \ 1 L _'ww— — _j I Yr IN ELEMENT TO BE REMOVE YP. L�.:. — — — — REMOVED,I I I i 8 DEC MHW MILK LOT COVERAGE NOTES PH 01 14 2022 CL. "I— — T EX. KITCHEN Eid EX. BEDROOM EX. B I1 (150 SQ. FT.) 11 7 100 /o CD + INTERIOR SET TO OWNER PH 12.14.2021 \All" (136 SQ. FT.) (107 SCZ'. . CL. II��nl 6 FILING SET TO OWNER PH 11.09.2021 CL.' J REF J 5 EXTERIOR BID SET PH 11.03.2021 c �� \ O I 1 \\ 1 4 SITE PLAN TO SURVEYOR PH 10.09.2021 — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — N - - - - — IRK — _ - - - - - - - - - 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 01 EX. BEDROOM 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 I (216 SQ. FT.) I I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 CL EX. �� SCHEMATIC DESIGN TO OWNER PH 09.13.2021 LAV• EX. MUDROOM �/� EXISTING CONDITIONS TO OWNER PH 09.13.2021 . , — — (59 SQ. FT.) �\\ STATUS: Issued for Construction CL. I PartiHaus i - - - - - - Design LLC 516.429.1122 1 2615 Union Blvd 1 I Islip, NY, 11751 info@parti.haus www.parti.haus I 1 1 DESIGN TEAM: j Antonio Gabriele, Assoc. AIA, MSAUD EX. GARAGE I Matthew Busch, AIA NCARB (398 SQ. FT.) I Matthew Lung, AIA NCARB OWNER: Cade Culver I I email: cadeculver@gmail.com I 1 I I 1 I ADDRESS: 2060 Clearview Ave 1 Southold, NY 11971 TITLE: EXISTING CONDITIONS/DEMOLITION :....,..:. .::,.., PLAN FIRST FLOOR EX. CONDITIONS/DEMOLITION PLAN Uj SCALE: DATE: DRAWN: CHECKED: AS INDICATED 2021.09.16 MB MB/ML SCALE: 1/4" = 1'-0" PROJECT NO: DRAWING NO: REVISION: PH048 A-060 0' 2' 4' 8' 16' PROJECT NAME: Addition and Alterations at CONSTRUCTION LEGEND Culver Residence ------------------------------------------------------------------------ DESIGN TEAM: o DOOR TYPE EQ EQ EQ 2'-0'r ---------------------------------------------- -0" 5,_5„ SEE SCHEDULE i z I I I 6X6 PT POST, TYP. = NEW CONSTRUCTION _ 1 204 DH NEW CONSTRUCTION NOTES: i i e0"; 2 (3) 2X10 2 4r 2 1 I. INTERIOR WALLS TO BE 2X4 @ 16" O.C. U.O.N I I I 2 WINDOW TYPE 2. PROVIDE (2)2X12 HEADER AND (2)2X4 JACK STUDS AT ALL I I I I I � I \ \ / / FOOTING DIAMETER, TYP. ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT OPENINGS IN BEARING WALLS UP TO 6'-0" W, TYP. U.N.O. LIMITED T0, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND \ / II SEE SCHEDULE I I I I I I I TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS r-------------- -� 3. SEE DETAILS ON A-501 FOR EXTERIOR WALLS i i i i I I I I I I I I I I , I \ \ / '� A-401 I PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER = NEW CONC. FOUNDATION WALL AND FOOTING I I csw I INTELLECTUAL PROPERTY LAWS. 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IF AN 1 Y - `'� - BRACING FOR ALL ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE 10 = FRAMING - JOIST (INDIVIDUAL) I I I M `� o LU o I x ��-------- __________________`_________ __ _______ �� l o N I POSTS SUPPORTING ALTERING ARCHITECT HIS I M THE SEAL AND _ ------ 1 _ _ �) 2X10 _ _ _ _ ROOF OVER DECK, THE DATE OF SU IFIC DESCRIPTION - ------ ---- o - THE NOTATION "AL IS SIGNATURE AND N v N I - — - _ TYP., REFER TO OF THE ALTER ,�► — - - — - — = FRAMING - BEAM/HEADER/GIRDER I — - 2 -_2&___ - 2 _ - 1 A-101 FOR POST ��'? �y1 r' I I 2 2 2 " 2 I LOCATION ® _ (2) 2X4 POST EM = (3) 2X4 POST I C3 I a (3) 2XIo - _ (3) 2XIo - - - - - - - - - - - - O = STEEL POST ,n - - NEW PERIMETER 2 2 " @, 2 2 " 2 " 2 " 2 " 1 2 DRAIN TO DRYWELL, N III SEE SITE 9 Q42983 yQ� o II Uo I I I PLAN/A-050 OF N � EXISTING NEW c3 I aU IIII SHEET NOTES: w x 28'-7" I I NEW BEAM BELOW 11'-7" BEARING WALL I __- -----9'=----------- --- -----9=y�---------- - - --48"- _- - - ----------------------------------------------- ---------------- -- --------------- ---------------------------------------4-------------- ----- ----------------------- --- ------------------ ----- ------ -- -- - r — - - - - LEp�ER _ 2X12_I�EQSzF.f� (2) 2X12 ��2 I FDA I ? .oe;. .:..: o I I I I 1 ---- -- — ----------------- \\ ;:>:;< — 2X12 LEDGER=—_ _ _ _ _-- _ I I I I ———— I II r h ..,..e::. oa \\ \ a .\.. . - I II I \ C�j I \ I Ctj ------------------- I I ----- - ---- --------------- - --- - I L-- --_-__---_-= I I I 2X12 LEDGER J N I i I-- - - - - - -1 r-- - - - - I 8„X16" ALUM. #4 DOWEL @ 12 O.C. 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A-401 I I I I = EXISTING CONSTRUCTION TO REMAIN I I _-------_ I I I 2 ARCHITECT OF RECORD: MATTHE EXISTING CONSTRUCTION TO --------- i i i NYS LICENSE SE NO. 0 BUSCH -300 NYS LICENSE N0. 042983 BE DEMOLISHED 30'-7" - NEW ROOF OVER DECK IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS = FRAMING - JOIST (TYPICAL SPAN) -0" 28'-7" ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO -0" ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH O.H. SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN O.H. 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REMOVE EXISTING ROOF AND FRAMING IN AREAS SCHEDULED TO BE DEMOLISHED, \Q --��a F� / r— ------ .. _ - — I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 2. REMOVE ALL EXISTING ROOF SHINGLES, RIDGE VENTS, DECK ��o -� MEMBRANES, AND GUTTERS. PATCH ANY EXISTING DAMAGED �ti� J x , �oy / ------ a --- - SCHEMATIC DESIGN TO OWNER PH 09.13.2021 PLYWOOD DECK SHEATHING TO MATCH EXISTING AND PREPARE `t/ �c ------ - 9 / EXISTING CONDITIONS TO OWNER PH 09.13.2021 FOR NEW ROOFING. -- 3. PROVIDE ADEQUATE / ENGINEERED SHORING AT WORK AREAS AS / \ �r --�� - STATUS: - REQUIRED. _ XI _ Issued for Construction 4. GC TO PROVIDE PROTECTION THROUGHOUT WORK AREAS FOR DURATION OF PROJECT. -- 5. GC TO PATCH (REPAIR ALL DAMAGE DONE BY GC AT NO / NEW _N_W-NEW ADDITIONAL COST TO OWNER. - ----- - / _ -- - o CONSTRUCTION NOTES: �-- - --- - --- ------- -- - ---�� `----- ------ � r Design LLC I. ALL ROOFING PRODUCTS PROVIDED SHALL BE MANUFACTURED BY - 516.429.1 122 "GAF" TO QUALIFY FOR MINIMUM OF "GAF SILVER PLEDGE LIMITED ��\___..._.__- _____ _ __-__--_ � -0" 4'-2" -0" " '-0" 8'-2" WARRANTY". PRDVIDE NEW ROOFING PRODUCTS LISTED BELOW ± Iq'_g" �/jp\`�- %per O.H. 6' 2" O.H 10'-3" O•H' IO'_2 O.H. 2615 Union Blvd THROUGHOUT ENTIRE NEW AND EXISTING ROOF AREAS. LIST OF NEW GABLE OVER EXISTINGHIP ROOF \ Islip, NY, 11751 ROOFING PRODUCTS BY "GAF" SHALL BE: � �i�`�� ( info@parti.haus A. ARCHITECTURAL SHINGLES: GAF LIFETIME oy,�\� a � www.parti.haus SHINGLES (COLOR AS SPECIFIED) B. SHINGLE RIDGE CAP: TIMBERCREST PREMIUM SIBS \� LU 2 �� 1 DESIGN TEAM: (COLOR TO MATCH SHINGLES) —I o�� C. SHINGLE STARTER STRIP: GAF STARTER STRIP A-401 \ \ � / A-401 Antonio Gabriele, Assoc. AIA, MSAUD SHINGLES ` �/ , _ Matthew Busch, AIA NCARB D. ICE & WATER SHIELD: WEATHERWATCH MINERAL EX. 2X10 RR @ 16" O.C. EX. 2X10 RR @ 16" O.C. Matthew Lung, AIA NCARB SURFACE LEAK BARRIER E. DECK PROTECTION: GAF SHINGLE MATE F. RIDGE VENT: COBRA EXHAUST VENT \. Cade Culver G. GUTTERS: GAF EVERGUARD WR OFFSET GUTTER �/ �� (WHITE) �/ v �o email: cadeculver@gmail.com Q _ 2. PROVIDE NEW GALV. STEEL VENT PIPE FLASHING AT NEW AND w EXISTING PLUM13ING VENTS. �� z \J� 3. PROVIDE NEW FREE FOAM PVC FASCIA BOARDS THROUGHOUT, AZEK OR EQUAL. ��/ - �oti� ADDRESS: 4. PROVIDE NEW ALUMINUM GUTTERS AND LEADERS THROUGHOUT. 2060 Clearview Ave 5. PROVIDE NEW STRUCTURAL FRAMING MEMBERS PER PLAN. / -� Southold, NY 11971 E EX. —NEW TITLE: ---- � PROPOSED ROOF PLAN OPOSED ROOF PLAN ' --- / - - SCALE: DATE: DRAWN: CHECKED: OAS AS INDICATED 2021.09.16 MB MB/ML =: 1/4" = 11-01, ± I PROJECT NO: DRAWING NO: REVISION: NEW GABLE ROOF TO REPLACE EXISTING HIP ROOF OVER GARAGE 3 I PH048 A-103 3 0' 2' 4' 8' 16' -300 .. .. . .. .. .. . . . � . .. . . . .. .. .. . . .. r— PROJECT NAME: • Addition and �Alterat , at Culver Residence . . .., DESIGN TEAM: . . .......... .........I. 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I . . . .. . . .. . . .. . . . . . , * . . .. . .. . .. .. . . . . .. . .. . . .. . . .. . .. . .. . . .. ... . . . . .. .. . . . . .. 1 . ... .. . .. . .. .. . � . .. ... .. .. . . ... . . :, - . . .. .. .. . . - . . . . . .. . . . � . , . . . . . . . . . . - . . . . . . . . . . .. .. . . . . .. ... .. .. .. . .. .. ... . .. .. . . I. .. . .. .. . . . . . . . .� . . . . . . . .. . .. .. . .. .. . . .. .. . .. .. . � .. .. ... . .. .. . .. .. ... .. .. .. . . . . ... .. . ... . NAME: PROJECT . . . . . . • . . . . . . Addition and 'Alterations at . : . Culver Residence •• . . • . ' . .. ' I I I I:,- j ..-1_.�� ................ . NEW CHIMNEY R EM Fj . (BEYOND) - If A �' , T.O. RIDGE r, _ _ -.. ..... _ _.._..........- - I2 I2 - -..._.. _..-- - -. - - - - - - - - - - -�.0 - _ .4T.O. RIDGE . EL 19' - 8" (V.1.F.)�— - - : ::...:,:..:w..*:w::::. :...:.. ... ........ ............._ ... .._...... ... ......... .... .. " .. . .............. ...... '..7.5 7.5 EL. 19 - 811 (V.I.F.) . ' ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT . - ----- --- ----- -- - -- --------- • . . . . _... --- -------- ---_ --- - - --- — - — •. .:: — O, DESIGN . . .. . . .. ^. .. — - ---..... __ GABLE VENT . — — PVC GA TEXT) IDSTTHE PROPERTYEOF PART NIAUS DES GNRLLC AND ASH SUCH ICS NS . ----:.._...._-_-__----.__.--:____--- ._.__. -_-..:....__--- _-. -_.-.-...--....-.-. --- AL COTHER_........ ...... (TYP.) ......_... ......... ... ............................. __.... _... ..........__._.._... ----- -- - _-.- --_ --- - -- INTELLECTUAL PROPERTY LAWS. .... . NEW ROOF..::.. EY ANEW ROf2F LINE OF EX. HIP ROOF 1 (B OND) REPRODUCTION OR COPYING OF THE DESIGN OR .......... -- -- _._ ---- --- -- IMAGES FEATURED INTHIS DRAWING SET AND BELONGI . . .. ;. i........."� `....- - . I NG TO . 1 _-... --_.. .________-- _..._. :_:_.... ...........:___.........____.___ _---- _ _-- PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION, II .... .. ...._ ..._.. .. __ .—•---.-- _ I —__ .:..:....... :.—:...... _.::_....:_.::.___ .._:._—._...___�_ _._.__—__ -- —_— —___ __ --_� t=—___ - „ . .., ARCHITECT OF RECORD: - -- .... -._........ . '. . .. . r w _.,., .... ,._.,^. ..... ` MATTHEW CHARLES BUSCH - .......................................... ..::::....._._........ . . ..... ......._..........._....-...__._..... ... ......_... ✓ \ _.__._ ::: -.._.............. -..... EX. ROOF t ._ -......__..................._....._... --.....__._.._...... - NYS LICENSE N0. 042983.......... ................ _............. _ _.... .._.......... ......... 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EL. 8' - I" ........ °' 5/4x4 PVC TRIM -T.O. PLATE IST FLR __.. __._ _ E 8 X , 1:1 � . (TYP.) L. - 0. '` :.: .. \• P ar iH NEW ALUM. GUTTER & t aus i' UTT i1 1 II � i I'll, ,�I ; \,nn �. . ::x. �. LEADER THROUGHOUT 1. . , D 1X3 RI @ LL k:.. e s i n L vc LC . \\.. .:. . g \ :�,MMp OP INS P. '. . .. . ;" ( ) : NEW BOARD AND BATTEN 1.� 1 .4.f :,.., .;x;;;, '5 6 29.1-1.22' :� :' '. : ' .;� . \. ., _\... SIDING THROUGHOUT _% :: x'< :: �.: ,. ,;: • �,.... HIS ORI sl ( P.) �: :.:::?; , 261 S .Un.ion Blvd �: w: (TYP.) . . x, . ,:: \ ::. _x,.x : NEW GARAGE DOOR IN EXISTING OPENING �a- :'' \"` _...__._,..__. . -Isli , NY, 11. 751 p . F IX4 PVC CORNER TRIM CABLE RAILING TO ( info@parti.haUS (TYP.) 56" A.F.F.\ .. MATC EXITING SIZE (7'-O" X 16'-O", V.I•F.} WWW"parti,haUS IST FLR ' - ..........._.... ......... .... ... ---",%,% .....__. ..._.....__....... _..._ T -- _.. - - - - __... _.... ._. - - - _._._..._._ -....... . IST FLR �- 5/4x6 PVC SKIRT I' _ _ __..___..._ _.__... _._... .� EL. 0' - 0" BOARD (TYP.) EL. 0' - 0" . DESIGN TEAM: . . % GRADE GRADE Antonio Gabriele,.Assoc. AIA, MSAUD EL.(VARIES) I I I I I EL.(VARIES) Matthew Busch, AIA NCARB Matthew Lung, AIA NCARB' I I I I I { 1 --� -------------------------------------------rL--------------------------------------------------------------------------------- -------1'i I 1 .I....... B.O. FOOTING -- --- ___ _—____.L_._.----.--—__---.-_----_----_---.--..-_— -.--___-_-_i_.____-----.--_._-.— --___..-__---..-------_..-._..__-------.-..-....-----__-_-_--------__---- ---___ — - - ---- - -i i __._"B,0. FOOTING I N G OWNER: `'+wN E Rd --..._..__ _______._..----- — -- ----- - ------ — — Cade Culver EL. -5' - 0" (V.I.F.) I I EL. -5' - 0" (V.I.F.) email: cadeculver@gmail.com . .. . �.• . . . •• . •• ADDRESS: . . • . . .. .. . . '. .. .. .. .. . ' . .. . ' . .. 2060 Clearview Ave .. . Southold, NY 11971 . . . . . . . . . . . . . . . . . . • . . • . . . . .. PROPOSED ELEVATIONS-.I LE• . . . VAT NS�• . . 4SC =: l E ELEVATION E VAT I O N (WEST) SCALE: DATE: DRAWN: CHECKED: 2AS INDICATED 2021.09.16 MB . MB/ML . . 1/411 = 1'-011 ..... .... T NO REVISION:""' ""' � PROJECT DRAWING N0: EVISIO ..... ......... ..... H048 301 3 P A- 0' 2' 4' 8' 16'• PROJECT NAME: Addition and Alterations at Culver Residence DESIGN TEAM: 111114 P%I A _ GABLE BRACKETS (SEE ELEVATION) NEW RIDGE BEAM PER PLAN ' 2X8 LADDER FRAMED RAKE WRAPPED IN WHITE OAK FINISH LINE OF (3) 2X4 POST DN TO HEADER IX8+IX6 BUILT UP LINE OF HEADER PER PLAN T.O. RIDGEi,--- -- - - - - - FASCIA, TYP. ---- - - - -.... -- - - - ---- - - - - - ---- -.. _..._... .. __... - - ...- -I .6T.O. RIDGE EL. 19' 8" (V.I.F.) I9' - 8" (V.I.F.) ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT - � VENTED SOFFIT � EL. LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND HARDIE OR EQUAL, TYP 2X10@ 16" Q.C. �� TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS 2X8 LADDER FRAMED RAKE PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER IX8+IX6 BUILT UP INTELLECTUAL PROPERTY LAWS. I IIII FASCIA, TYP. ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO II II VENTED SOFFIT HARDIE OR EQUAL, TYP PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. II I II I i I II GABLE BRACKET BEAM PER PLAN j1 P3040 P3040 II (SEE ELEVATION) ARCHITECT OF RECORD: II II 2XIO@ I6" O.C. MATTHEW CHARLES BUSCH I II NYS LICENSE NO. 042983 II II II II IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS III II 3 ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO III II ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN REAR DECK IIII IIII ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE BEAM PER PLAN IIII LIVING ROOM IIII ALTERING ARCHITECT HIS I M THE SEAL AND IIII IIII IC DESCRIPTION T.O. PLATE IST FLR _..-. --_-__-. ...._.... ._ -_-- -._._ _.._.-----.._-.-- ._-- -- - _._...._... _ - -.-- - -_ ___...- -- -..........__..__._............ _ _------- __-_..____ _...._. _._.. III F . _._._..--__.-_-_ - -- -...._. _._..__-_..__- -- - ___-- - - - - - - -Q.T.O. PLATE - IST FLR u L �--- — --__ __I_III IUL.. __. .. .. .. _-_._._ THE DATE 010 S � IIF SIGNATURE AND EL. 8' - I" IIII IIII OF THE ALTER IIII IIII EL. 8' - I" G"Al ! POST PER PLAN , CXW2 CXW2 it , ♦ I CXW 5 y ♦♦ I I II I U ♦♦ 2X12 LEDGER AT ENTRY CABLE RAILING TO 36" APPROX. GRADE `ti ii `♦ i ii ,' ` DEPRESSION AS REQ'D t A.F.F. OFFSET DECK it ♦ i ii FOR DOOR SILL `{ I III 11 BEAM PER PLAN FINISHED CONCRETE 04205 Q` . � III '� � III ♦ '9 4298 ,{O ♦ III y III ♦ FOF N` STEPS/LANDING PER PLAN c f II j y I �� ♦ y � II II IIII IIII SHEET NOTES: IIII IIII IST FLR __ — — _ — _—_ — __ — — — — REFER TO A-502 FOR ENLARGED DETAILS - - _ --- —---- — — IST FLR EL. 0' - 0" 2X10@ 16" O.C. ^_Ck�i �1k� / (��Yk �: z�! }kk �t�h �k 'k "1U '� k >��Yj,�xX{0 ,` i `z ;' ':`` 'rY�zkY �4} (° z�YY.. � ��' e E 0 _ 0" AND DECK FRAMING DETAILS TYPICAL ROOF ASSEMBLY \ / CRAWL S _ GRADE _ _ _ _ _ _ _ _ \ / - - �" - J- - - - - - - - - - - - - - - - - - - - PACE- - - - - - - - GRADE - ASPHALT ROOF SHINGLES- - .', `•.:-�,`�;•;`. ; - - - UNDELAYMENT PER EL.(VARIES) / —I NEW 8" CONC. FDN POST & FOOTING NEW 8" CONC. 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EL. -5' - 0" (V.I.F.) 1 1 13 ° TYPICAL EAVE CONSTRUCTION - 36" ICE SHIELD FOOTING TO MIN 42" _ PVC TRIM BOARD 3 BELOW GRADE, MATCH - SOF IT AN L DEPTH OF ADJACENT POOL TYPICAL EXTERIOR WALL CONSTRUCTION - BOARD AND BATTEN CEMENT FIBER SIDING - 1/2" XPS RIGID INSULATION - R-3 MIN. - AIR AND MOISTURE BARRIER (TYVEK OR EQUAL) - 1/2" CDX SHEATHING - 2X4 @ 16" O.C. - R-15 BATTS INSULATION BUILDINGSECTION 1/2" GWB 1 _ NOTE: SCALE: 1/4 - 1 -0 ALL EXPOSED/FINISH WOOD SHALL BE FINISHED WITH MIN. 2 0' 2' 4' 8' 16' COATS OF MARINE GRADE WOOD SEALER (CLEAR) I REV: DESCRIPTION: BY: DATE: AS BUILT PH 01.03.2023 SITE PLAN - REVISED PH 09.12.2022 BULLETIN #1 - 100%CD W/ SITE PLAN REVS PH 06.25.2022 2X8 LADDER FRAMED RAKE II SITE PLAN REVISION (TRUSTEES) PH 02.28.2022 IX8+IX6 BUILT UP MATCH EXISTING 2X12 RIDGE 10 OWNER FURNITURE PLAN PH 02.22.2022 T.O. RIDGE FASCIA TYP. _.._ _._...._...... T.O. RIDGE EL. 19' - 8" (V I.F.) ---- - -- MATCH EXISTING 2X8 @ 16" O.C. - E� L. 19' - 8" (V.LF.) 9 DEC LOT COVERAGE NOTES PH 02.10.2022 y y IV " MATCH EXISTING 2X6 @ 16" O.C. 8 DEC MHW, MLW, LOT COVERAGE NOTES PH 01.14.2022 7 100 % CD + INTERIOR SET TO OWNER PH 12.14.2021 6 FILING SET TO OWNER PH 11.09.2021 5 EXTERIOR BID SET PH 11.03.2021 NEW 2X6 @ 16" O.C. z 4 SITE PLAN TO SURVEYOR PH 10.09.2021 NEW ATTIC SPACE 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 (CONDITIONED,) 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 �� MW � SCHEMATIC DESIGN TO OWNER PH 09.13.2021 PORTION OF HIP ROOF TO BE REMOVED—► POR p,;TiQ( IP`RQ , .D...R �— — — — — — — — — — — — — — — — — .. EXISTING CONDITIONS TO OWNER PH 09.13.2021 — — — — — a: ,c:. c; ,; 3 v...<.a•.:. STATUS: • Issued forConstruction T.O. PLATE IST FLR \ T.O. PLATE - IST FLR PRIMARY BEDROOM SEE A-700 FOR HALL BEDROOM #2 Parti H au s INTERIOR ELEVATIONS wl5�y " Design LLC 266 2 5 UnionBlvd x Islip, NY, 11751 f ( info@parti.haus www. ar i IST FLR IST FLR p t .haus .., —11 . .... \\ \o io.; o 0 0 0" NEW 2X10 6 O.C.0 �..�.:: .�. . ..� ...,.:.. .,..::..>.. •�• .: .� : . \. .. \ :. XdST#NG. XI(}. 6 :. 3. . TC E N.::::..:: \ \, .:. ....:.. DESIGN TEAM: GRADE GRADE Antonio Gabrielle, Assoc. AIA, MSAUD EL.(VARIES) - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - � - - - � - - I- - - - - - - - - - - - fi - - - - - - EL.(VARIES) Matthew Busch, AIA NCARB �777 III ' ��;. EXISTING CRAWL SPACE TO REMAIN ( I Matthew Lung, AIA NCARB :\. — — — — — — — — — — — — — — — — — \; n OWNER: B.O. FOOTING�_ `- _......- - ...._.._ _ ___-- _.._._...._.____ _..._._ ....__..___.......____. ..._.9°._a.... ---.-__...__. _.....__..._.. ---- -....._. ........_._._._............. ....... ......................... __..---..-.- - ---_.-._-._ __ _.._- � �.,_._-._. _-_..- - ,:,..�:..:...:... -......-...._-._..- -.- ----- - -- -_-._- � - ---- - .►B.O. FOOTING EL. -5' - 0" (V.I.F.) EL. -5' - 0" (V.I.F.) Cade Culver a email: cadeculver@gmail.com ADDRESS: 2060 Clearview Ave Southold, NY 11971 TITLE: BUILDING SECTIONS BUILDING SECTION SCALE: DATE: DRAWN: CHECKED: 2 AS INDICATED 2021.09.16 MB MB/ML SCALE: 1/4" = 1'-0" PROJECT N0: DRAWING N0: REVISION: PH048 A-401 3 0' 2' 4' 8' 16' f PROJECT NAME: i - INTERIOR FINISH Addition and Alterations at I r THERMAL INSULATION DOOR SCHEDULE Culver Residence EXTERIOR SHEATHING ~ -� RIGID INSULATION -- DOOR MATERIAL f TYPE DESCRIPTION LABEL REMARKS DESIGN TEAM: �. EXTERIOR SIDING WIDTH HEIGHT THK. DOOR FRAME _ WEATHER BARRIER (2)2070 DOUBLE 4' - 0" 7' - 0" 0' - 1 3/8" WD WD STRUCTURAL HEADER rw"A `0w%" CONCRETE FOUNDAION WALL, 2670 SINGLE 2' - 6" 7' - 0" 0' - 13/8" WD WD - I" UNDERCUT @BATHROOMS ONLY METAL FLASHING SEE PLAN FOR SIZE OVER WINDOW TRIM 3070 SINGLE 3' - 0" 7' - 0" 0' - 1 3/8" WD WD - BLOCKING MAY BE REQUIRED TO ALIGN 4070CL DOUBLE 4' - 0" 7' - 0" 0' - 1 3/8" WD WD SPREAD FOOTING, � EXTERIOR FACE OF WINDOW CUSTOM PIVOT DOOR; ANDERSEN "WEILAND" OR EQUAL; SEE PLAN FOR S17 INTERIOR FINISH STOOL 4076PVT CUSTOM PIVOT DOOR 4' - 0" 7' - 6" 0' - 1 3/8" AL WD FORREST GREEN INTERIOR, BLACK INTERIOR FRAME ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT STRUCTURAL JAMBINTERIOR CASING EXTERIOR TRIM LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND rf— ' /,' INTERIOR CASING 6070CL SLIDING - CLOSET 6' - 0 7' - 0" o' - 1 3/8" WD WD TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS 4 THERMAL INSULATION 6070SL SLIDING - EXTERIOR 6' - 0" 7' - 0" 0' - 0 3/4" WD WD FORREST GREEN EXTERIOR, BLACK INTERIOR FRAME PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER SPRAY FOAM SEALANT 8070SL SLIDING - EXTERIOR 8' - 0" 7' - 0" 0' - 0 3/4" WD WD FORREST GREEN EXTERIOR, BLACK INTERIOR FRAME INTELLECTUAL PROPERTY LAWS. r WINDOW ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR < xx BASIS OF DESIGN FOR EXTERIOR SLIDING DOORS: ANDERSON 400 SERIES SLIDING DOORS IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO HEAD DETAIL BASIS OF DESIGN FOR EXTERIOR PIVOT DOORS: ANDERSON 'WEILAND" PIVOT DOORS PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. - WINDOW SYSTEM BASIS OF DESIGN FOR INTERIOR DOORS: TRUSTILE, SOLID CORE, 5 PANEL (PAINTED) INTERIOR STOOL EXTERIOR DOORS: ARCHITECT OF RECORD: MATTHEW CHARLES BUSCH EXTERIOR SIDING NYS LICENSE NO. 042983 WINDO � `� U-FACTOR: .30 WEATHER BARRIER PRESERVATIVE SHGC: 29 SUBSILL FLASHING EXTERIOR SHEATHING VT: .50 TREATED FURRING WITH END DAMS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS AIR INFILTRATION: <0.2 ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO JAMB DETAIL INTERIOR CASING DESIGN PRESSURE: 30135 ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH EXTERIOR TRIM SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE %} INTERIOR FINISH ALTERING ARCHITECT HIS I M THE SEAL AND BATT INSULATION THE NOTATION "A D IS SIGNATURE AND THE DATE OF SU IFIC DESCRIPTION o EXTERIOR SHEATHING OF THE ALTER WEATHER BARRIER RIGID INSULATION __----EXTERIOR SIDING SILL DETAIL Q429B �OQ` 4F NE`N GSTEPPED FOOTING DETAIL TYP. WINDOW DETAILS WINDOW SCHEDULE SHEETNOTES: 2 SCALE: 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" _� WINDOW TYPE DESCRIPTION GLAZING REMARKS WIDTH HEIGHT CN15 CASEMENT - SINGLE I' - 8 1/2" 5' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR WEATHER BARRIER OVERLAPPED TO DIRECT MOISTURE AWAY CN24 CASEMENT - DOUBLE 4' - 0" 4' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR FROM STRUCTURE/FRAMING CW15 CASEMENT - SINGLE 2' - 4 1/2" 5' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR CW25 CASEMENT - DOUBLE 4' - 8 1/2" 5' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR FOLDED OR SOLDERED SILL FLASHING FCM 2046 FIXED SKYLIGHT (EXTERIOR) _ LAMIN UNTIED FIXED SAF CAP/BRICK MOLD 6" MIN. P2620 PICTURE 2' - 0" 2' - 6" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR 3 OVERLAP `' .� HEAD CASING/TRIM P3020 PICTURE 2' - 0" 3' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR P3040 PICTURE 3' - 0" 4' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR ` FOLDED OR SOLDERED HEAD FLASHING WITH DRIP EDGE P3480 PICTURE 8' - 0" 3' - 4" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR ` -N�' P4050 PICTURE 4' - 0" 5' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR fp P5080C PICTURE (CUSTOM SHAPE) 8' - 0" 4' - II 1/2" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR BASIS OF DESIGN FOR ALL CASEMENT WINDOWS To BE ANDERSON 400 CASEMENT WIND BORNE DEBRIS ZONE NOTE: BASIS OF DESIGN FOR ALL PICTURE WINDOWS TO BE ANDERSON 400 PICTURE EXTERIOR GLAZING IN BUILDINGS LOCATED IN /zz '` . BASIS OF DESIGN FOR CUSTOM SHAPED WINDOWS TO BE ANDERSON 400 SPECIALTY SHAPE WINDOWS WINDBORNE DEBRIS REGIONS SHALL BE .10 PROTECTED FROM WINDBORNE DEBRIS. ALL CASEMENT WINDOWS: SPECIALTY WINDOWS: EXTERIOR GLAZING UNITS SHALL BE IMPACT U-FACTOR: .2d U-FACTOR: .26 RESISTANT OR PROVIDED WITH WOOD STRUCTURAL SHGC: .32 SHGC: .33 PANELS WITH A THICKNESS OF 5/8 INCH (MIN) AND VT: .54 VT: .56 A MAX SPAN OF 8 FEET SHALL BE PROVIDED FOR AIR INFILTRATION: <0.2 AIR INFILTRATION: <0.2 OPENING PROTECTION. PANELS TO BE PRECUT AND DESIGN PRESSURE: 70/70 DESIGN PRESSURE: 50/50 PREDRILLED FOR ATTACHMENT WITH NO. 8 WOOD SCREWS AT A MAXIMUM OF 8" O.C. \ ` Z �� PICTURE WINDOWS: REV: DESCRIPTION: BY: DATE: U-FACTOR: .27 SHGC: .34 L� AS BUILT PH 01.03.2023 VT: .60 AIR INFILTRATION: <0 2 . � 2 SITE PLAN - REVISED PH 09.12.2022 DESIGN PRESSURE: 65165 BULLETIN #1 - 100% CD W/ SITE PLAN REVS PH 06.25.2022 JAMB CASING/TRIM III SITE PLAN REVISION (TRUSTEES) PH 02.28.2022 WINDOW UINIT 1(0 OWNER FURNITURE PLAN PH 02.22.2022 9 DEC LOT COVERAGE NOTES PH 02.10.2022 SILL (SLOPED TOP) OVERHANGS 81 DEC MHW, MLW, LOT COVERAGE NOTES PH 01.14.2022 APRON EXTERIOR FINISH MATERIAL APRON APPROXIMATELY I" 7' 100 %CD + INTERIOR SET TO OWNER PH 12.14.2021 TYPICAL WATERPROOFING AT OPENINGS WINDOW AND DOOR ELEVATIONS FILING SET TO OWNER PH 11.09.2021 3 5i EXTERIOR BID SET PH 11.03.2021 SCALE: 1/2" = 1'-0" 4, SITE PLAN TO SURVEYOR PH 10.09.2021 SEE SCHED. L SEE 1. 4'4" SEE SCHED. SCHED. 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 2'. SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 HEADER /`, FLASHING (TURN UP 6", APA RATED PANEL SHEATHING INSTALLED W/ LONG DIM. MIN.) I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 TRIM/CASING _!` ACROSS SUPPOERTS. STAGGER VERTICAL JOINTS. LEAVE ' DRIP CAP OVER TRIM SCHEMATIC DESIGN TO OWNER PH 09.13.2021 f/ SHIM SPACE �, FRAME I/8" GAP AT ENDS AND EDGES U.O.N. ROOF o 0 0 EXISTING CONDITIONS TO OWNER PH 09.13.2021 FRAME DOOR SPACE NAILS 12" O.C., 6" O.C. @ ENDS FRAMING STATUS: Issued for Construction DOOR PANEL CLIPS, TONGUE-AND-GROOVE ° EDGES, OR BLOCKING UNDERNEATH, IF REQUIRED. FIN Parti H au s _HEAD DETAIL HEAD DETAIL ASPHALT SHINGLES. INSTALL FLR 8070SIL 3070 (2)2070 6070CL 8'-0" Design LLC 12 TRIM/CASING PER MANUFACTURER'S 4-0 4'-0" 516.429.1122 GYPSUM INSTRUCTIONS 8.5 BOARD �...-1� SHIM SPACE � � 2615 Union Blvd TRIMI/CASING FRAME �/��2 \�\ 8'-0" Islip, NY, 11751 6'4" / 4'4" 4'-0" info@parti.haus ROUGH BUCK _ WWW.partl.11aUs FRAME P3040 P3040 N 12 DESIGN TEAM: DOOR -I ALUMINUM _ o 7.5 ��i Antonio Gabrielle Assoc. AIA, MsauD GUTTER JAMB DETAIL JAMB DETAIL P3oz0 '� 0 Matthew Busch AIA NCARB P5080C `� \ P2620 M.) Matthew Lung, AIA NCARB r o / N DOOR DOOR WITH WEATHERSTRIPPING ",� P3480 SADDLE N OWNER: (OPTIONAL) HI E �, Cade Culver THRESHOLD :. SEE SCHED. EE SCHED 4, �, email: cadeculver@gmail.com FINISH _ { FLOORING FLASHING UNDER WOOD �, ICE & WATER SHIELD 07 P2076 SILL " ' CN24 ,% ` CNI5 070SL 3 _ BLOCKING UNDER JOINT UNDERLAYMENT. -0 MIN. CW25, ADDRESS: , BETWEEN SILL AND OVERLAY o CXk(25 ~ o ' `" c� UNDERCUT - I / 2060 Clearview Ave SUBFLOOR AS REQUIRED RIM JOIST TAR PAPER DECK PROTECTION w �, W ", / Southold, NY 11971 PROTECT EDGES OF PANELS AGAINST EXPOSURE �' ,' "' ` SILL DETAIL SILL DETAIL TO WEATHER WITH FELT OR STARTER STRIPS i I 1 ARCHITECTURAL DETAILS & J SCHEDULES TYP., DOOR DETAILS TYPICAL ROOF DETAIL 0 0 \ SCALE: DATE: DRAWN: CHECKED: 4 FIN- N AS INDICATED 2021.09.16 MB MB/ML FLR SCALE: 1 1/2" = 1'-O" SCALE: 1/2" = 1'-O" PROJECT NO: DRAWING NO: REVISION: PH048 A-500 3 I PROJECT NAME: IRC WALL BRACING NOTES SCHEMATIC PLUMBING RISER DIAGRAM Addition and Alterations at Culver Residence THIS ADDITION SHALL COMPLY WITH WALL BRACING REQUIREMENTS AS SET FORTH IN R602.12, AND IS DESIGNED TO DIAGRAMATIC - NOT TO SCALE EXISTING 4" SANITARY DRAIN SLOPED @ • COMPLY WITH SUCH REQUIREMENTS AS SET FORTH BELOW: 1/4"/FOOT SHALL BE ADEQUATE FOR UP DESIGN TEAM: TO 216 DFU PER CODE R602.12 SIMPLIFIED WALL BRACING LEGEND SIMPSON H2.5A @ EA. RAFTER BUILDINGS MEETING ALL OF THE FOLLOWING CONDITIONS SHALL BE PERMITTED TO BE BRACED IN ACCORDANCE WITH WASTE SEE DETAIL "I" THIS SECTION AS AN ALTERNATIVE TO THE REQUIREMENTS OF SECTION R602.10. THE ENTIRE BUILDING SHALL BE _ _ _ __ VENT BRACED IN ACCORDANCE WITH THIS SECTION; THE USE OF OTHER BRACING PROVISIONS OF SECTION R602.10, EXCEPT AS _ — DEMO/REMOVED [JA SPECIFIED HEREIN, SHALL NOT BE PERMITTED. RAFTER CUT NOT TO EXCEED (N) - NEW I ' 1/3 OF DEPTH, (TYP.) I. THERE SHALL BE NOT MORE THAN THREE STORIES ABOVE THE TOP OF A CONCRETE OR MASONRY FOUNDATION OR (E) - EXISTING Q--3" VTR I ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT BASEMENT WALL. PERMANENT WOOD FOUNDATIONS SHALL NOT BE PERMITTED. (D) - DEMO/REMOVED I I LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND COMPLIES. I STORY BUILDING WITH CONCRETE FOUNDATION PROPOSED. 3 VTR TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS " PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER SIMPS'ON LSTA 18 @ EA. JACK STUD I I I INTELLECTUAL PROPERTY LAWS. SEE DETAIL "4" 2. FLOORS SHALL NOT CANTILEVER MORE THAN 24 INCHES (607 MM) BEYOND THE FOUNDATION OR BEARING WALL I I BELOW. I I P-3" VTR ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR COMPLIES. NO CANTILEVERS PROPOSED. I I I IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO SIMPS'ON CSZO @ EA. STUD � �, PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. WRAP UNDER SILL 3. WALL HEIGHT SHALL NOT BE GREATER THAN 10 FEET (3048 MM). ,a SEE DETAIL "2" BATHRM #4 —1 W/D I KITCHEN I BATHRM #3 BATHRM #2 ,— ` BATHRM #I 12" COMPLIES. 8 FOOT WALLS PROPOSED. ,. ARCHITECT OF RECORD: NEW ,, 1 1 1/2" V— REPLACE EXISTING REPLACE EXISTING REPLACE EXISTING —, NEW MATTHEW CHARLES BUSCH 4. THE BUILDING SHALL HAVE A ROOF EAVE-TO-RIDGE HEIGHT OF 15 FEET (4572 MM) OR LESS. — 1 r'r % ~ F—— I I `I NYS LICENSE NO. 042983 I I/2" V I I Z�—I I/2" V f 1 11 —I I/2" V I - SIMPS'ON DSP @ JACK STUDS �`� COMPLIES. EAVE TO RIDGE HEIGHT DOES NOT EXCEED 15 FT. 1 I/2" V 1 I `P I I I 1 1/4" V -1 I/4" V 1 1 I I P—I I/4" V I I P'—I I/4" V I I/4" V—��I+ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS SEE DETAIL "5" 1 1 fh 1 1/4" V I I I 1 ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO 5. EXTERIOR WALLS SHALL HAVE GYPSUM BOARD WITH A MINIMUM THICKNESS OF I/2 INCH (12.7 MM) INSTALLED ON THE (D I 1 I/4" V ' ' ' I I/4" V T ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH 5/8'<I.B. MIN 7"EMBEDMENT ° INTERIOR SIDE FASTENED IN ACCORDANCE WITH TABLE R702,3.5. I I (N) (D) (N) (N) I I (E) I I (N) (N) (N) 1 I SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN SNK SNK SNK SNK I I SNK I I SNK SNK SNK ' 1 SEE DETAIL "6" COMPLIES. REFER TO A-502. ' (N) (N) ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE • •.,d- •- ° (N) (N) W/D W/D I (/2' W DIN 1 1/2" W (E) (E) (N) (N) (N) (N) ALTERING ARCHITECT HIS I M THE SEAL AND SEAM 6. THE STRUCTURE SHALL BE LOCATED WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN OR EQUAL TO 130 MPH FIRST FLOOR SHW WC I I/4" W TUB WC I I/4" W SHW WC I I/4" W I I/4" W WC SHW THE NOTATION "AL 12" ° (58 M/S), AND THE EXPOSURE CATEGORY IS B OR C. IS SIGNATURE AND I2 a THE DATE OF SU IFIC DESCRIPTION COMPLIES, REFER TO A-010. 1 1/2" W \ OF THE ALTER�� SIMPS'ON DTT2Z - = `° C/0 II--- C/O,I C/0 I C/0 I I C/0 AT EXTERIOR CORNERS - SEE DETAIL 7" 7. THE STRUCTURE SHALL BE LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C FOR DETACHED ONE- AND TWO-FAMILY 1 1/2" W 3" W \ I I/2" W 3" W 11/2" W 3" W 3" W L 1 1/2" W I2" . ' ;12" DWELLINGS OR SEISMIC DESIGN CATEGORY A OR B FOR TOWNHOUSES. COMPLIES. ONE FAMILY DWELLING IN SDC B. C/OI a= 8. CRIPPLE WALLS SHALL NOT BE PERMITTED IN THREE-STORY BUILDINGS. EX. 4" W (V.I.F.) (E) H/T '9 Q429B Q� NOT APPLICABLE. PITCH MIN 1/4"/FT (V.I.F.) ,�•OF t4 A�q C H O RAGE DIAGRAM 1 STORY CRAWL SPACE SHEET NOTES: A SCALE: 1/4" = 1'-0 CUT LENGTH VARIES, a USE EVERY OTHER NAIL V.I.F. ;\ HOLE IN ROW PROVIDE 4-8D 12„ o MIN. EACH END _ 8-SDS 1/4" X 1 1/2" / TO CORNER (TYP FOR 2) 7 1/2" DIA. THREADED ROD 5-8D TO RAFTER AND 5-8D TO PLATE �p VARIES 14-IOD TOTAL TO JACK STUD AND HEADER SIMPSONSTR / MA COILED STIRAPS :� 'a REV: DESCRIPTION: BY: DATE: 12" WRAP UNDER SILL 3Q AS BUILT PH 01.03.2023 4: AT SLAB ON GRADE Q SITE PLAN - REVISED PH 09.12.2022 OR FOUNDATION PROVIDE MINIMUM 7/8" STEM WALL Q BULLETIN #1 - 100%CD W/ SITE PLAN REVS PH 06.25.2022 END DISTANCE ' CONDITIONS II SITE PLAN REVISION (TRUSTEES) PH 02.28.2022 10 OWNER FURNITURE PLAN PH 02.22.2022 EQUAL NUMBER OF SPECIFIED NAILS IN 9 DEC LOT COVERAGE NOTES PH 02.10.2022 EACH END 8 DEC MHW, MLW, LOT COVERAGE NOTES PH 01.14.2022 7 100 % CD + INTERIOR SET TO OWNER PH 12.14.2021 SIMPSON M P S O N H 2 .5A SIMPSON C S 2 0 SIMPSON D TT2 Z AT CORNER SIMPSON LSTA 18 6 FILING SET TO OWNER PH 11.09.2021 1 2 3 4 5 EXTERIOR BID SET PH 11.03.2021 10.09.2021 SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" i.... SCALE: - 4 SITE PLAN TO SURVEYOR H 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 SCHEMATIC DESIGN TO OWNER PH 09.13.2021 EXISTING CONDITIONS TO OWNER PH 09.13,2021 STATUS: Issued for Construction PartiHaus Design LLC 8-SDS I/4" X 1 1/2" .; —BEAM AND STRAP 516.429.1 122 TO 'OST OR CORNER 1 8 - IOD TO STUD \' 2 3/8" END 2615 Union Blvd 2 - IOD TO PLATE DISTANCE o Islip, NY, 11751 info@parti.haus e. I/2" DIA. A.B. wWW.partl.haUS j :.,.. MIN 7" EMBEDMENT ° " 5/8" DIA. X 14" ANCHOR BOLT (3) IOD TO EACH ° DESIGN TEAM: \ ' a WITH 3" SQUARE WASHER END OF STRAP ° Antonio Gabriele, Assoc. AIA, MSAUD :\ 4- Matthew Matthew Busch AIA NCARB I a ANCHOR BOLT NOTES: ° I. MIN. 7" EMBEDMENT Matthew Lung, AIA NCARB 2. 6'-0" O.C. MAX FOR I STORY STRUCTURE 3. 3'-0" O.C. MAX FOR 2 STORY STRUCTURE OWNER: 4. MIN. (2) PER SILL PLATE o Cade Culver ° °o • ° = 9e „ e 5. LOCATE IN MIDDLE THIRD OF SILL PLATE o email: cadeculver@gmail.com o Oo• 0 o O o ° o ° o e - sae. . (D .Q OD C' °o° ° ° o ° •p0•o ° __1ArL�O ° O o O o •o °d °a � • , c p. ADDRESS: 2060 Clearview Ave Southold, NY 11971 TITLE: ANCHORAGE DETAILS AND LOAD RIDGE STRAPPING & HANGERS PATH DIAGRAM SIMPSON DSP ANCHOR BOLT SIMPSON D TT2 Z 8 SCALE: DATE: DRAWN: CHECKED: 5 V � AS INDICATED 2021.09.16 MB MB/ML 6 SCALE: 1 1/2" = 1'-0" PROJECT N0: DRAWING NO: REVISION: SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1'-0" 7 SCALE: 3" = 1'-0" """ PH048 A-501 I I NOTE: AT CONDITIONED ATTIC LOCATIONS, ,:• PROJECT NAME: PROVIDE 3/8" PLYWOOD OVER ROOF JOISTS DECK FRAMING NOTES: ALL DECK CONNECTORS TO BE HOT DIPPED GALVANIZED ' (AIR SEAL ALL SEAMS) AND LOCATE — EXTERIOR WALL "'' PER ASTM AI53 OR MECHANICALLY GALVANIZEG PER ASTM 0.22" X 4" STRONG-DRIVE ' Addition and Alterations at INSULATION IN ROOF BAYS PER 2/A-502 PER PLAN B695, ALL LUMBER TO BE PRESSURE TREATED DOUGLAS SDWS TIMBER SCREWS TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION FIR OR HEM FIR N0.1 OR BETTER LEDGER BOARD Culver Residence (EXTERIOR) (EXTERIOR) SIMPSON DTTZI WITH P.T. 2X FRAMING PER PLAN 16" @ DECK ASHALT ROOF SHINGLES, TYP. ASHALT ROOF SHINGLES, TYP. (8) SD9112 TO JOIST, SIMPSON BCS2-3/6 MAX DESIGN TEAM: TAR PAPER, TYP. PROVIDE A MIN OF (4), \\ (12) IOD TO BEAM TAR PAPER, TYP. EVENLY SPACED - — — — 1/2" CDX SHEATHING, TYP. 1/2" COX SHEATHING, TYP. THROUGHOUT DECK COMPOSITE DECKING (6) IOD TO POST I I I I I SEE ELEVATIONS 2X10 ROOF RAFTERS, SEE PLANS SEE ELEVATIONS 2X10 ROOF RAFTERS, SEE PLANS " — - ALUM. FLASHING OVER (INTERIOR) 5/8" M.R. TYPE X GWB TOP OF LEDGER (INTERIOR) PREFABRICATED EAVE BAFFLE, ,FIRST FLOOR LEDGER DETAIL MAINTAIN I" AIRSPACE OVER PREFABRICATED EAVE BAFFLE, INSULATION FOR VENTILATION MAINTAIN I" AIRSPACE OVER ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT \\ LIMITED T0, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND INSULATION FOR VENTILATION SIMPSON LSCZ TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS RAFTER CUT NOT TO EXCEED S >< ` (8) SD9112 TO BEAM I PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER C 1/3 OF DEPTH, TYP. /CF RAFTER CUT NOT TO EXCEED (8) SD911g.TO STRINGER / F S /" 8" SDWH TIMBER-HEX HDG > INTELLECTUAL PROPERTY LAWS. I/3 OF DEPTH, TYP. SCREW WITH A MIN. OF 3" X ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR 1� FRS R4. THREAD PENETRATION Q IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO MFNT FNT INTO DRY LUMBER BUILT UP FASCIA, BUILT UP FASCIA, PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. SEE ELEVATIONS SEE ELEVATIONS 2XIO LEDGER FASTENER TO BAND JOIST �...,. CONTACT TECT OF RECORD: ALUM. GUTTER ALUM. GUTTER RATED 2X12 STRINGER MATTARCHIHEW CHHARLES BUSCH T.O. PLATE - IST FLR T.O. PLATE - IST FLR (STAGGERED, SEE DETAIL) NYS LICENSE NO. 042983 .::, (2) 2X12 HEADER, TYP. SIMPSON LU28, (8) SD9112 EMBEDDED CLIP TO LEDGER, (6) SD9112 " \ 4.5 CLOSED CELL SPRAY ��,, ANGLE @BASE, (2) IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS 4.5" CLOSED CELL SPRAY TO JOIST o o SD9112 TO STRINGER ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO FOAM (R-30 MIN) FOAM (R-30 MIN) ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH HEADER PER PLAN ` .: SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN SOFFIT PANEL SOFFIT PANEL GRADE ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE TYP. HEAD HEIGHT U.N.O.O_ TYP. HEAD HEIGHT U.N.O. _ `'; I :': "-' VARIES ALTERING ARCHITECT o Hls I M THE SEAL AND EL. 7'-0" A.F.F. EL. 7'-0" A.F.F. I2"W X 8" D CONC. THE NOTATION "AL 11 IS SIGNATURE AND 5/8" M.R. TYPE X GWB , _; I THE DATE OF SU IFIC DESCRIPTION 3 WINDOW CASING, TYP. 3 — I I I , °. FOOTING @STAIR OF THE ALTER O '� WINDOW CASING, TYP. ;��,� -• _ ° •g , SIMPSON PBS66 o z .N Z °" '� ' STANDOFF POST BASE WINDOW, SEE PLAN AND WINDOW, SEE PLAN AND \; .,� •= I 14 IOD TO POST WINDOW SCHEDULE WINDOW SCHEDULE ° ° POST AND FOOTING PER PLAN o B� o FTG Q• '9�. �429a3 yo INTERIOR EXTERIOR INTERIOR EXTERIOR 4" MIN. CRUSHED �QF NEB GRAVEL FILL BELOW DECK FRAMING DETAIL FOOTING, TYP, SHEET NOTES: 5 SCALE: 3/4" = 1'-0" i TYP. SILL HEIGHT U.N.O.�, TYPICAL WALL CONSTRUCTION TYP. SILL HEIGHT U.N.O.�, TYPICAL WALL CONSTRUCTION EL. 2'-0" A.F.F. (EXTERIOR) EL. 2'-0" A.F.F. (EXTERIOR) .... .-.. ..,._ .._. ..... ..._. — SIDING AS SPECIFIED SIDING AS SPECIFIED " S 1/2" XPS RIGID INSULATION (R-3) K'{ 1/2" XPS RIGID INSULATION (R-3) WEATHER BARRIER, TYVEK OR EQUAL ��'{ WEATHER BARRIER, TYVEK OR EQUAL L I I TOP PAIL ! WOOD BASE, TYP. ;{ 1/2" CDX SHEATHING WOOD BASE, TYP. 1/2" CDX SHEATHING . < I I I I tttor�s 2�) . NEW FLOORING AS BATTS INSULATION (R-15) NEW FLOORING AS BATTS INSULATION (R-15) SCHEDULED `t' SCHEDULED I I I I I N . 2X4 @ 16" O.C. } 2X4 @ 16" o.C. I ( ! I se x 3t4*'- Et::F'�APPtr36 I/2" M.R. GWB CONDITION AT GIRDER ur' M.R. GWB SCREW,PAN HEAD, (INTERIOR) ,FIST FLR (INTERIOR) ,LIST FLR I $ I I �� ! „o I I Tot=RAIL tlsT \ ° / 3/4" PLYWOOD SUBFLOOR \ 3/4" PLYWOOD SUBFLOOR t .- w .. FLOOR JOIST, SEE PLAN FOR SIZE Y FLOOR JOIST SEE PLAN FOR SIZE t [ 10 X 3/4'SS SCREW AND SPACING AND SPACING M i TOPtw PAN HEADS,caUARE DRIVE TERMITE SHIELD, TYP. , SIMPSON H3 BATTS INSULATION (R-30) 4-8D TO GIRDER ° T.O. PAIL __tr_• �_i�- J- BATTS INSULATION (R-30) $---- ; �' � 36" A.F.F. � � � iNTERMEt11ATE • 4-8D TO JOIST Pr.CKBT I 8"X16" FOUNDATION VENT AT TOP 2X6 SILL PLATE ; 2X6 SILL PLATE OF FOUNDATION WALL ° ' GRADE GRADE AX.36INCH FREESPtt _ _........................................,..,..,..,,.............,..,.. — -3f*4*:5*JARE. SEE ELEVATIONS FOR LOCATION ii EL. (VARIES) EL. (VARIES) PICKET AT M16-'0AN ° '$i SIMPSON LCC POST $ 1 CAP 8-16D TO GIRDER P BETWEEN POSTS 8" THK CONCRETE FOUNDATION WALL 8" THK CONCRETE FOUNDATION WALL CRAWL SPACE CRAWL ' CE CABLES SE'ACEC�AT r�—DAMP-PROOFING MEMBRANE STEEL POST, SEE PLAN > —DAMP-PROOFING MEMBRANE INCHES ON CENTER �• REV: DESCRIPTION: BY: DATE: ' FOR SIZE 36" = It CABLES Q3 AS BUILT PH 01.03.2023 2" THK CONC. SCRATCHCOAT OVER ;_< a 2"X4" KEY @ FOOTING a 2"X4" KEY @ FOOTING 4" CRUSHED STONE BASE COURSE. ° ' 2" CONC. SCRATCH ° i 20 SITE PLAN -REVISED PH 09.12.2022 PROVIDE 6 MIL. POLYETHYLENE 8" X 16" CONCRETE FOOTING, W/ (2) COAT 8" X 16" CONCRETE FOOTING, W/ (2) 2-3/8* POST VAPOR RETARDER ARDER BETWEEN SLAB °°I.-4„a I #5 BARS CONTINUOUS AT BOTTOM °°I,"4.a #5 BARS CONTINUOUS AT BOTTOM Qi BULLETIN #1 - 100% CD W/ SITE PLAN REVS PH 0e.25.2022 AND BASE COURSE 4" "B" 4° 4" °$" ^,4" 11 SITE PLAN REVISION (TRUSTEES) PH 02.28.2022 CONC. FOOTING, SEE ° PLAN FOR SIZE ° I 10 OWNER FURNITURE PLAN PH 02.22.2022 q tsOSTS W-0'O.C. MAXI •-_---�--- --- --- - ---- -, - }- -- -- - °,y j 9 DEC LOT COVERAGE NOTES PH 02.10.2022 8 DEC MHW, MLW, LOT COVERAGE NOTES PH 01.14.2022 ___� 7 100 % CD + INTERIOR SET TO OWNER PH 12.14.2021 '--------------------- FILING T TO YP. WALL SECTION TYP. WALL SECTION - CATH . CLNG 5 EXTERIOR EBIDSET ER PH 11.03.2021 (Dis 2 5 EXTERIOR BID SET PH 11.03.2021 CALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 4 SITE PLAN TO SURVEYOR PH 10.09.2021 �r1 ✓ 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 r 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 1 SCHEMATIC DESIGN TO OWNER PH 09.13.2021 E• I _ EXISTING CONDITIONS TO OWNER PH 09.13.2021 DOUBLEHEADER SHED RAFTE 4" MIN., LA6 PENETRATION STATUS: JACK IRC R802.9 (INTO BLOCKING) Issued for COf9Str`ICtIOn "6 LAG SCREWS; RAFTER RIDGE BOARD -� VtNYL'CAP' Parti H au s / DOUBLE .--- { Design LLC TRIMMER g RAFTER 516.429.1122 2615 Union Blvd DORMER I I Islip, NY, 11751 RAFTER ( info@parti.haus I 318' LAG SCREW www.parti.haus j 11 DESIGN TEAM: I — Antonio Gabrielle, Assoc. AIA, MSAUD ~ CORNER I Matthew Busch, AIA NCARB POST DOUBLE HEADER Matthew Lung, AIA NCARB '� CAF' INASNER RIDGE BOARD DOUBLE _ Cade Culver TOP PLATE DOUBLE TOP PLATE �`` email: cadeculver@gmail.com VALLEY RAFTER DOUBLE DOUBLE TRIMMER RAFTER HEADER j ADDRESS: IRC R802.9 - WOaD BLOCKING 2060 Clearview Ave STUD STUD - RAFTER RIM GIST Southold, NY 11971 TAIL j TITLE: j TYPICAL WALL SECTIONS BASIS OF DESIGN: TYP. DORMER FRAMING DETAIL TYP . SHED DORMER FRAMING CABLE RAILING DETAILS REFER TOSIECIFIC 3 4 REFER TO SPECIFICATIONS SCALE: DATE: DRAWN: CHECKED: � AS INDICATED 2021.09.16 MB MB/ML SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 3/4" = 1'-0" ! PROJECT NO: DRAWING N0: REVISION: PH048 A-502 3 I I � � - - . .- - -1 � � . . 0__ PROJECT NAME: I Addition and Alterations at ENERGY CODE INSPECTION CHECLIST 111111111111111111111--_ ___ - I I COMPLIANCE CERTIFICATE AIR SEALING DIAGRAMS I _____ - Culver Residence � ' , - ' " , , " I � denerated'by kScheck-Web Soft,ware., DESIGN TEAM: I I , %_L " REScheck Software Version : REScheck-Web . I ,"'." ce Cert,':ficate: r"11111%.A � . I I I'll! I'll 1� I Allillpfth, , I Complian . :, I I I 1. 11-1 � I AIR SEALING AT RIM JOISTS t, I I I "I I 1 . _,_ _11", -- I i �..."I ; Ins,pection Checklist I., _ ; 11 I ,''! 11 � I - i � I I .,��,, � I I I .111- �� ".'l1- ._ � "" �' i , - .1 _�__, I*,-_1" � , .�,'.,�\,\\"�,s,_ "' 4� (*� Energy Cbde: 2018 1ECC 1�1 " ,_!� ,, , ��'," ,,,-l�, r I ,,,�, , , ," �,\, , _ 1� " - I� . � ., 11�:, ,I, �� \ ,, ,7', � I , \ ''I 7't -I __ � ,, . I . - 1 , ,_,\ . �,, , ,\\ " , , "I , v, 1�" , \* .1 , , 1`, ''.,�', '., �, �equlmmerits, 07'.0%were addressed directly in the Mcheck'scrftware ''. 11;� ,�,_ '' �' 11 I . I Project PHO48 I " . W", -I I "'�" . T, e)�t in the ItommentstAssumptions"column Is provided by the user In the RF-Scheck'Requiremenis screen,'Oor each � � I ,,, - ". � , � ,; , , 'l,"Wt I , ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT . I ,�, . " � 11",1, , ,�� , , �,"" "",, -,, ", -, , ��... , ,,,"l'A"� "`�,� requirement,the user certifies that a code require ent will be met and how that Is clocurriented,,orthat an xc I , \ � � "N"�,"', m 7 I , i�, LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND e option ' , , , ',',�l\,\\ ,,\,�� :,," ," 11 ,_:�,\''\ _11� I 1; " �, ,\,�,, I ' bode , �' Energy -, M6 1ECC - I,1::��\ii%, .I Is beIN1 claimed.,Where compliance Is Itemized Ina separate table,a reference to that table It provided. '� , 7 , 1, ,_1 I"' TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS ," I I I . �z':,�',- , �"wi"----,�-,\,\�\�,,;-,,�\,--111,11-1-ll,-"I -. .. I 1. .1 . I I I I � I . I 1. Location. Southold,44few York .1 , q .� I 1,'11111"', , "'. 1,-,"5',_I�, I PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER 'k , ,� \ ,\\,p " I � 11 '4ite4',�ffakfIo,d,j'1 �,\:Izl R C ' ' ,��_ ; _1 INTELLECTUAL PROPERTY LAWS. x IN c , , I � � , i'4Aiffed- , � 11 l90PMM1eritsJA!�= . I T� I ...\" " '01 1 jhui� ��g,\,"',""', ; � dinstructIon Typd'- Single-family , , -_,,�_ . ::"�:'�Mt" " _ ,\\N\\\\,\�,�ll-�,�l"\\,\\�ll"\-\N\\\\I"'.11 -,\ �45"5",'!'4:I "_- , ,�,�_ � .-W ,\�, \�11 �T,, _ i It: , I I . , , , " �" � �;l � ", � � ,�, 0 '�, ,;\"_,1, T, I ,�, �6 z' , � � ,7\a,_"\1T\!\a ": I"� , I I 1� Project Type: Adclftlon �,�,,\ --1,��,,�� "��11 �Ixnl`l "t Al .1 ,§V11 1, I � I - I A -7. ,� . , � Aitc �,,p,�� I I�17_I— -, I" I �'_ ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR —we", 1", - ,�i " "I Siiictf",I I'll 11 I 11 I; ,,,'',,' I'll, �,, 1�111 ', I', I �\,�', ,,,-�� ..". �_ : . fillcomplies I Requirement will be met. T"', ,� I �_�,,' I "I., ,� ,\1 1�1 " 11.11,11111, . � � ',,,-, \_4Z , � , ,Climate Zone; 4 (5572 11111DID), 'I, �, \ 17,;, '\I's : � I : �.�:�",, ,"�j"" Platrisf1iferiffed i �,, MR,111,111", , ! I �� "' ,I IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO I - I 11 I rate z� � , ��,-� F"" � I I -"" ,\%% , ,. - 103.1., !construction drawings and I ,\1 ,� � 103.2 ,�� ,:4r�:\ i '![]Does Not i I I I � "I I,, 'CommotirtlitlAsiso. 'Permit Date- `111� , - ipiok v0d" I I , 11 - I- N, "z; , ," I ,' , I �. PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. , l,\\,:�,�,�V*klfo " I ,� , I , �_ � , I , 'MM4 ,, � " ,I ,f� % ,documentation demonst, - . I , , � 0, I flo*l " 11 I 11:2i��z '111 7 - , \ , _�. ' 1PRIV, energy code compliarice for the �,,� '" ,�4. Z I' ,�6`, - I \ fil .. 1�,;, , , �, ;k 111 I . tl� I " I _ '�'�i�`%, '�' '� ' "''�� ,,",,,' 'ONotftservable 'I AAMAD 4.1_11�_ MMML: , a, T, ,,��)",\ I " , , , , - , , " I I - building envelope.1hermall �, Z,!!,` ,, 'S�,%,,�,, , , I"; Permit Number: �,�:! , I !"IN ,1111, jElcomplies 'Requirement will be met � ,,,, ,_,v �'"',� �, , _ "��, " ,,,, :,; TManufacturer manuals for � �1�1,,;�,j_l I � ",;' "1� * � :"4 I � I l", , '. 4`� .� , 4) , ,� .3--J . I I �. I , '' " \, ,,,,, ,"", ONcItApplittible 1 303 1, _, I , ", ,W envelope represented on I "�, 11'I, � I , ,� ,," . I I .: T , , ,,, \',"T\mechanical and water � I I 1. I ,\, �, ,, I I � � ,\��,Z I 1�,� :_�,,,__ , is 1\ heating . _ I l-, �," I� �, , ,- ,,,,,, " �� Z,�,,,,,�,\, I (Ftio- ,"I I ,Poots Not , � . � , �I - 4 , �, ' '' , construction documents4 � IT,,\� . I�� , ... _Z�\ I �t - ,, , "'," 11 "\"14,,,,,"�__ .1 I I . 0 � ','� _ --, ,_�l � -\�o ,� - I I systems have been � , , t! - 1, 1z - \� I— , , 1�1�� provided. , �!, " Jig '16 " "I ,,,, ��-` \ , ,� ARCHITECT OF RECORD: .1 , tk,�, � 4", � , " � � "", . I " it' nsiru&ion Site: 'OwneriAge4t- net ntractor, k, , ,��,11-1,�l , " 'Al I . I . 'I., - — ,� ��-11, .l. I I ,l� - . ot Observable � I I �� I Z � MATTHEW CHARLES BUSCH . �..�Z"iT',`,`,, -":.`,�-_,,�"," ,\\A, complies �Requirement will be met. I I ," �i 1 :2060 Clearview Ave Matthew Busch 11 � I I- ,'I"," 1\11 11 I- �X",�, I �,", I "I ""'100,00S I I I � `� .. 'documentation demonstrate 4 \ [IN fle ,� ,I ... I. -12,I"I . ,� -� , � , I 7,11" , , �j ,\,,,,'�,�,!Mf\��,!l ,�� " I'll " 103,1,, I Construction drawings and , ��L , , �, I � , , "� , I � I I �\ 11 �,,,, "I \" I ,� ,. - �N, I 11 � � ,, 4 ,� " " ,4 k Not I I I I: . ��!'"11 " , ,, 103.2. J ,`� � o,,,�, , � , ,� , \ , � 1\1 N .11 T,J �,.I I ". 1.11,�11',,," 'I I I......_11,__ i I- � 'Soutbhold,NY 11971 PartlHaus Design I " i I � "I",";\i �,-. I I f , ,',��,,��,%, �',�,, !�,,_,_, ,�";\!"' , I �� 1615 Union Bouleve 11 . ", , , NYS LICENSE NO. 042983 401.7 . energy code compliance for 11l"', -, "\,,,� J I �_\,I , , ,a', 8' �i _,, � , �� I ,1, 1 ., I I IL I [PR311 I lighting and mechanical Systems. ,,,,,, . �,,t. �� , � 1E3N A Obser/ohle � ,:, , ,_�, !,� _1 " - 11�,�",',` ,"1111' I, il,�, I " ;I , : ��_ . .,, �, 4 I I � `j'�,, N'��D"'�', I zz I I 'A' , ,,� �:� :: ',01,11ot Applicable i lslip,NY,11751 ' ' " � 11 I . ,�,Z R 1110,z�,,,, , I �\ ,, a \ Systems Serving multiple "'� " � , ,�.'.: , I i I"" I I l", s!" IV ,,,� Is IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS a I . :" �,i'111 , I 11."".1 � t "�, I 1, idwelling units must demonstrate �,, ,1�"I , _,, . 1i .1 , \,\�c�',� �\1 , I �\ . .. I", 11_1 I ,,I� "l "I I I ,, ,::::::_ 7, � I� 1, � , . I I ", I ,",'�,�'\,\, ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO -1-1,111 " �, MEM t -1\1 � ; .7 1 ,I 1� 1111\',K ,",,",", I'll ,mb@pard.haus%, , , __ , \10,,,,,,I � I , " . ........,,,,,,,,, 'N MR �., ,'I, 11�� Mn',[11: �, .jL' � I � '' 11 113 11 .�p,l�,, , 'ag`\\' z � I \ �� I . ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH 8 '10' "", , \11, �U, � , , z , , "" I .., � ,,, ,,� � ! I"'!i�111� \ , "a" 11 , , 11 , I , "M, Q �, " ,T,,� , I �11-, � ; � " I " 'M "compliance I I�11 ,, , , , , ' ' :i ,\"\i - ve , , , with the IECC ""I"�,," I ""I'll'",,,",,,,,, 'k, ,\""",'�k,\\�,\,",�','\�, "a Ail ,M', ,� � 11�11 I � ,,, " " , � 4 I ,e�, - - , NN T,a,," , I I \ , " � �I I N \\\ 10'.I 11 I N) , , �Commercial Provisions., r� , ,,,,�,\�,,,�� 11111 * T , ,, , , , W-Comosents/Ai" \1 :�I r P_f W P�Vmwq RWM,7ff � SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN I , I I I \," , " I I �,,I.L:�, ,\ � ,", \1\1,1111M , " I. I .1,"�Walz�l ==spo�" ," , ,,,,,\\\\ I� 1-111' ___ 1, I I � I , no:, � I I I i5,,� , ,, ,11 11110 ."' I �' -" IN I I I I I \ ., I I I I I'll "" I \ I li��, I,�.� I 11 I I 11 \\\ \ �, �\ k", - I I 11 I �' A;1"I's Heating and cooling equipment It� Head ! Heating: �Reqolrement wit]be met,, �,�\�o\,��,,"","�, 1: ,z I I I I ,"I " 11 Ili 1k��1,� : ,I I .1 I , \\,\\ NP1,11", 11,_ �-a , I �i*j � Elcomplies � 0�I I "�\"-a,f,,, . �l�� I , , " � ,", , ,;,_� ,nllk \1 I m�ti! \1 � , 11"C", " I ,,, ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE "I'l � ", , , ":, I � ,:1,-,�T k`, .,,,,"-%��,��' 403.,I,,,,\,�"\\\��\-"-��Istzed per ACCA Manuel S based ; Btu/hr I Btulhr 13Does Not I ��.��..�� I- � � i" � _I �,,��,,- -I ", ALTERING ARCHITECT HIS IW,M THE SEAL AND �, , , - , � l — � 11 �012.1_ A protective covering Is Installed to ClCompties i Requirement will be met, I ____,__,_,_ �,_1110111!�r 01 I!III I I 01 I -, �, � ; �. � I i L: I 71-11, , * , [PR211\, I on loads calculated per ACCA, I I, ,,, " I L I . . � 11 1� I . � 17 -,I",'" %""I". I'll -I "I 5 ! Cooling: i "I exposed exterior Insulation 13Does Not ll ... 7_7 1 1 THE NOTATION "AL \ � (FO1111,I I protect i � . I , � . � r " , .I 1 . I I 11 � - . " I SIGNATURE AND e ' "3, ::: 11 I ` * compliance: 8.7%Better Than code 'Maximum UA,, 277 Your UA:253 -MaximumSHGC: 0.40 .YourSHIM 0.32 THE DATE OF SU C DESCRIPTION k , , " , ; Btulfhr�_ t' Btuthr_ � ,4" ,7 and extends a minimum of 6 In.below I � , , ,, Cooling: ,tNof Observable'I � I � � 1� 1! 1 T*�," , D S "? ,,io , I ��z I Manual j or othe methods I i -ONot Observable i I I � 1 � i tONot Applicable * ,\ ,"" grade. , OF THE ALTER . FI , , � ,\ ," , 111.11 ,� ,,, ,approvedbyth cod4officlat. : I ti a Applicable * I � I I 11" UNdt I i � ��, i I "The%Bet"r Or Worse Than Code index reffects how dose tottornplionce thelhoulfikis ba"d6h OWertrilid6zeff rifles. 0 I IfflAd I I I 1114. ", ' Ste ; I It DOES NOT provide an estimate of energy'use or cost relative W a mintimum-code h6trie.- � I � ,MR011 F`z i ! � I I I I I - . " , - '. �4 I � . . , I 11-J __ __ 40 Iftm, ,Snow-andice-meltingsy rncontrols;lkomplies I excepitilorn Requirement Is not applic:ablfiti I . I I , , \ Ad, 11 I . I I UA orperformarrice compliance path in REScheck,Ea' stalb-onfirade ' 1 2 12',giffiR I n s It a I I e d, ;,[]Does Not Slaloorl�,Orade tradeciffs are no longer considered in the rh �', i I I I . \\,\E\�",,� \, \k\\�1 a ssembl y In the specified climate zone must meet the min[Mum,enerV code Insulation Ft-vatud and depth requirements. ,,,4p'�,"t'gAN", ioNot Observable'.1 I I � I I I I , .11, , &\' , - . , , . ,� 1111 ti- ,,�, I * "T -TI.-I-1-11 Q 11 I \i'R i -, 'Uhat ApplicabW ', � "I'll \ I 0010& , . ...... " , \\ _"' I �� -�- ,�,\\,\\,� ... \ a ns 1vowle'd, "'& , zllll � ,�sl ,��, V�\�\,��\�\��"\,��,,�ll,�l\\", . � % , " , I I surnitirfons, " - , , I , -I!f!"', Vol" 1,, I I,I\\\11,;fA , I z 0�1'1'1`1_ \1 I I A R". k' 7, : �,, ,\� " !%r , \\,I&4 �t�21,11 Envelope Assemblie�, AIR SEALING AT VERTICAL PENETRATIONS 42- .1 I - ,_11- I _ 402,11, Glazing U-factor(area-weighted ;,U-,�_ i U ; !See the Envelope Assemblies . I .,_1-_---___' ' .�__� I �,,�, , �% , , ,"i�1111�� 490s,5 , 0complies . . �t"� ��,� I�i111-. A6 I , ,. , r � -L 7�11 - � 't I I� -� ��_I- � 31 �;,, . &L , � I I r I ih�l J4*'I - . I I � jj�'J 7 11 ., , � IL , , :i ; � � 11 I I'll I I . '. ,�: " no I a6i464", ,��,lne ptioti, � � ;,,,�'�', q4`1 1 I � I I— -I��I, ".1 i , , � , , , OF 0.4- 6h ,"\�\��""",\"\\�\\\',�\\,�\\"�"-, �, \k _ , 7 - :77 -.-y- , ,,-,7,:� ,:* mollnip,win or W�Ahi� I I : I table W valittez 1111 I � z�\,,",,", z' I'll lz� , _ ,-z".-, , \0,0.\_ C! , I,� 1� , A 402.3-1, average). ElDoes Not �,\M , ,"", - - ," � P16 � , , ft"146ulnil' I 'r : 407.13, " 11 I Al\*, "I I , "- FWVerM4 mffl ,\\\\\\\- " � "\ , ":, �' I - \: - 11 . � �*6� XMW . I"r I 11 I", �,� , lL I I � � __ , , jolikit Observable � Framil uOmp letsr�', "I - . t I � " , - 402�5 ' I , � "` ,\,�i' c: kk --M, ' i' � I . . Ap, ' " ,�i - , , "I "I I IT, 14MAINS �It ' -- ! I ^-1� ", ,_;, _1_1�1'41 I \ � ue I n","P", _� , * * , , , ". __ ''. I I� "A , � &��. _ �, � Hot plicable' ! . 12 ". I\ 7'. , I , I 1 I . r n I "N., � :.1 I "',,", - , , 'I � , 1%A i I 1 I I __ _ ''I I "AtNI'li 111 , ��1�1�1��,� 11 'L.- . I=1 � , 1 . I" JFR211 . I ; , � �'*�,, , 1, .-I - " I ,QUM MAO=ar&iw-io,*ioil ,1 HVAC piping conveying fluids � R_ 1 R-_ 'Elcomplies ,Requirement wilt be met �34 1 ,,� I V� ,, �I ,-' _�� '' "-, ",, " - SHEET NOTES: 11 I I , , � 11006 � ,OV6 � V , * � � — Ceiling:Cathedral Ceiling 30.0 '10.0 ,0.034, . 26 : � I, I ,��Wl��I �', I a I I f 105 Of or chilled fluids 4 PD*"Not , ", - 11-11-1-1- t_ � --,""I'll, I "I'll", ' * RV ,,tabove i I , ,� , 11 dat Wkv,"06ml6ft",�w-6 ilft� ,,,, z,'_� _"Z,Z, ; "I I , z:,,� ", , , , �11 t, t.," I �, �,Z , ",,�, � - be met. "I��,\"I'below 55'IF are Insulated to . I 11 A',' "', ,,, ,,, '�1w, " "'-116"" ,^ - I 0complies 7 z 1\ �!, 1 3.0 L 'jo 061, _,0,060 1 ,,,�,,-,,,,�:.-:.-' ,,,,6, " I I I . nestration products I 11" ,,�,,�,,�,'r" ,� I I I i ,North Waill!Wood Frame,16"o.c. "15-0. I \ �I � . " I , 11 I <tP0e.R.,or.-Itfter-,msu ed cou gs.: - ,Requlrerfie�tWlt ZR. ; � , J161.1 3 iu factors Of fe bNot Observable , '367 are determined In accordance " :1 � I :',t' 3. 1 , 'P J3 IfR41% , " ,_ 11K , � , ,- ,'[]Does Not I I � 3 ' z1h 1, ,� , I �1 , I - ,, - I ,I," I I D or.Glass Door(over 5 0%g16 'I g) I I � �'A', , ", ,," ""',""� , �Not Appllcatllti' ' 6 "o �z 6 ,, I I I"-':1,- I I I 11 with the N,FRC test procedure Or . ��_ ,� " I ",,Z,, T I -12 r '3�b � I I , \,� � ,," .11 -__7---------------�� 0-106: "O� �1 I . I _ 1".." 0 .. �", "! I I ,:"".,Z'�'.,��(3Not,Observablei ' ,�,,\M= �4, SHGC:0,29 1 . . , r!i , " "M ".""', 'Req I I " �� , `uz� OComplies , . I , I , � ,'Na, I . _",�,k 403,4.1 ,Protection of Insulation on HWVAC , � Zll,lAIIN "I I ,,�','t'� �,,' ",��,� I 1. . � - taken from the default table. . I lzi ,�', - ''I L � * ,ulremerYt will be met. I � �, � 11 � I I�,�,- , ot Applicable I :1 I I t�,`,w� ,"� . 110 � ltg __ ,i ,c � I J,il , 4\1110 --- t I Does Not e � " V.'280� 1)326 46 �' i � : I I __A_ z ' (FR2411, IpIping, I�;�,'�, I � * 1. Windows�Oo'table;Vlnyl Frame I . � , 11�1z,�11'1 � :, I'll. � I I '.- _. I.� � _ :,,�_'.,�,�_�,�,� , , -10complies I L ' I l �r I IP " � , � , I � � , ' SIHGC:0.33 _ - 1-11 -1 � �"1� ,I �Ilz " ,,, � , ,Requirement will be met. 't, �%z"` , ,56 . � -1 I � 402*11 !Air barrier and thermal barrier ', , a ' ' UNot Observable I I I ' ' - , 1, �__�,� '�1111 '_^` "N" , 11 1, �,��I, I I ,��:,�,,,! "" , ", " "[3 , I V112311 .1,�� L"i . ��, �"" ,,,I Does Not I : 1, \I'.z 0�,,, 0 ot Applicabil I - linstalled per man ufactu rer's � 1 '&,'�,�,� :�, �,I I In"',� �, � �,�',I�,I�� ' IN e � -Fixed;Vinytt Frame ' �, . I ," "," I, 1&_4 , I�: �� li,� , , ,Windows �160 -b.160' _'67J�b Vig I ,�`,-I . -,c�;,:%,�,�"�, � ", 10� I '�I , . '�,,� ,A\ �� I i I - I . Instructions., "I ,, ,� 4i I ONot Observable � -" , plies ,�Requirement will be met., -.�-^-�, . - __ _ `1 I I , I � . . , , I - I �, , I � ,:,I , - I 1-I 0 , "I I "�,Z, �� . iSHGCi 0.33 4 I I � , _ . I , § �' :1 Hot Water pipes are Itsutated to ! A-_ ; R_ .11 � 11 � z" 11.1 ,,, .I . � 11- " �, ikhble� , ,- I � `-l"', IS�,L I ; , ; 1,� , I I I �,, 1�'� , .1 I \A" 1 '16 -�- 6 1� 1. �4w ',114'\,\� . I I I ;a:R-3. ,E]Does Not T, Ill, 1111, I i I'll I i ONot Applicable '� . \� 1, I South,Wall;Wood Frame,16"o.c. 463 _15�0 3,D "o."l _'OMO 1 , I I 061ripy �� I "I'll I * Ti11 I I I � I . � 't _ - Z . I z" ,_ � I I s not site built I I I : I , , . ,,,�, . 1 402.4.3 ,� ': ,, :,,',,`�,�,'i"� , 1�1 , I I , T , _ I I �, ' I ' ]Not Obsie,Nablei '* .� , " �,',:,ucomplies : mm , I lRequirement wilt be met. : � 11 " J Fenestration that I I r " , I i I " I, I I , , I , � - , -Gla%Door love,"*b,gM2In9Y' I ,'��,�', 't , ":�)--'I "I ,1, i 11 I � I , 11, , ; - �. I I . -- . tis listed and labeled as treating ��,�, z ,-,,,,,�,�,, ,,,\ , 11 , � ,ODoes Not 11 � 'UNot Applicable , DOdf I' '�,`S!5 '0300: ,"PA2 6 111 I'll _ ____ [fR2031 ,, 19 I",14'W- Ln �' I ,' . , , �, I I I I I * � U':`,,� I'll I ", , , �, . 'k , I � , , ��,, , JAAMA IWDMAICSA 1011I.S.2/040 ,,',','� ,, * 'I I'll., -.11 r-1-11"I" . , , __ ,SHGC.0.29 ,,r#W' " " , I I ; � , ' , � .111, 1, -11 , , . I ",,, , 'Pe.t C* I Z , � , ,,L, , �'7, �,'13COMplies 11itaquinament will be met, �,.w z " ,.�,"'�, 4) , :1 _�',,_", I t"�, AbNot Observable ,I 11", ' , . T� I � � '��, I 't,l"" ., ', , , Ior has infiltration rates pet NFRC ' '_',_�i,,,,' , , ""' I I .6", ;Automatic or gravity dampers are - 7 :. I rL,m` 11 W Z, � """ I , ,1,11,z, 11 , WIndoWs-Operable.Vinyl Frame �` , lie . -11\1,�'_t I 1,�,I" 11 '�� : �:"�" �'i, � '. - t I I , . I ,,,�� ! ", ; 1 19F I Installed on , � I'' I " -11 � I� ! , ._ "" "I'll -1, . , �,, 1400 that do not exceed code "-, ", . ,11 ."',I tFR all outdoor air ��,�"\.`� , , ",'-;,0Doe$Not -3 1 1� , . '_ , ` , Z I -1,ONot Applicable �' * 110 18 ,: 'C' 26 25 119 "I �: :_ -"��`�" " I ,��',, I 11 I '. , , 11-11 I I ",� � " , Vot' ", I � � ,, ,,,�i� ,��J � , A 0 , I I I I � I ,, -, -bf I �, tomits. I'll \ I ,�, \," Z ",I � Tt 2 AP3 ,i . , .�_ �" Ni- ,l -03 I I , ,.�� I , � , I I&i�,ik, I SHGC. � , � � t, - .I I I "'i i "'.11 �� :,�w", . I I_I" 1 Intakes and exhausts. 11 ,,','�I�l "I R,'I I "histhild6061, . , , , "ll-"il '1�1,� , zz : :"�11,'�Q� . Utlotclbsairvitble � Windows-Fixed:,Vinyl Fee' I "'M ., I I 1A I \ , L I 111,111,11111,..................... L I 1, I'll 9 I I'll I I , I I I . I �,,,, ,_;,� 11 I � I I i Ighting fixtures I'I, "�, I� ,Elcorn �, F. I I L402 ��,,�: .�,'��"', , \,��,�," I , ,I �,z11 I I � 4��'i ,, , plies �Requirement will lie met. �I 11.I'm ,� � I tFRI6y,1 I ,,',� I ",�"5"T"�', . � � 11 L - �0,`260' l'o'.S 2 O' �"115 T18 , '�\�"'IC-rated recessed I I 111'1� ", IL" , me ts$ 19 I �I � �I I I , , , , ,, \ ` ` ," ", � ,,�-"", I � 1� ., "", � �1,�::,;0 �, � , ,� a "' 1� . \1 11� � I " �. � � SHGC:033 �, : 6" , ", I Not Applicable � I , , 11� � ` ," 13mes Not � � � I sealed at housing/Interior finish -, -I , . '!�, I-,:";, "I I '11, , I "I I I,,,,�,,�, 1-1 .�Z "',, 'I, I � I � l"', , ,I , ,", � , , _ W . 11 _ , - , I � I , � I , 1�`,`,!� � , , � � �, I I 1 J 11� 11 - , ., , ,- , , , O 6I , 11 , " 1:Wood Frame,16"o.c, �52 1 .0 0.060 25 ;24 1 , \\ - ,,,, � . I �,Vinfplpe I I I_\ , 4' I ' :and labeled to Indicate%2.0,d I 11, �, 1\11, " OR,I m' �� "",,,, , I �,,\�t "1, I , ,3 , , " ' : Aeakage at 75�ft : I I- _ I I � I _70 �0 I ", � ,, I �� 'ONcit Observable ' West Wal I I ,�," �,"U?A I t �'_, " ,' � ",.� , , 2 , II , , �, 1,- I , I \\\\ I "I , I ,� , I I 1_1 .. "- ,P , �, ,��' 1 - , '' , \ _ " , 11 \,i ", _ 11 z � � I � I*b" I � , I ,�� ,_ I , � I I ", , � 111 ,, ,\" � I,�� _ - % _% �" ONot Applicable , I . \'_ , , ,I , � Windows-a Operable:Vinyl Frame � I I "-" I i " , " , 0 ," I....1.11.........I.... �I. 1 280 'U.320 i'25 ,29 1 . 11 � , i ...�........__ 4 �:90 � 1.�r, � I,","'T, � � ", , " , I , " I I I I I I � I ,"', , I , � L" I'll I � ;9. � . I .. I I . I , \ I I I I 11 L 1� I I i� I I i , 11:,�,, , L I 11,z,I,<"�T, I lzlllll �IF , 't-11111 I I � 11 11\1 % � � I - _i� l- . 1�1 , o,\',',�,:�, i'Elcomplies tRequirement will be met. ,,,",n 11-,,-,,,,,,, 'T" , ,\",� , "�1��, � ,111ftww" � ; I, z� i ", , , Z ,, I I , 1 403.3,1 SuOply'and returnducts In attics ,, .1,� ,��, �1' ,,, _'_ " SHGC:0.33 , , �, �� "I I � I , I , ," ,T, � 10 111 , , I \�4\, 1, \ Q,",", ,"","' _iN , L' \1 NAME , I _ ,� I ,�`�� " ,�"`,,�, .� �444;�"� J,4t i , � � ; ", I , ,, ,:Oooes Not 11 W , I , I I , �,��,, ,a, -8 where duct Is �,i � I , � - LfRilll Insulated>-R � 'i'l, I- , "M 111 I , � . I , . I ,�,� � 1. �- �,,, I : ,,\','\,T, ,,,�,��l['" I I ,,,,\ Com WincloM-Fixed:Vinyl Frame � ," I I " ,\& , ASSOMPtIOM 111�,\ , I I ,, ;,�,,��V,\i _,,, T, ��,� , 15 )O.27O` �Dr3?0 7 8 ,��', T� . "I I >-3 Inches In diameter and>- " g , _vAhm , OM1101117 - :�\\Ili2��,'7a",k, 5HGC:6.34 1 �, - , I--iT I ,\,\ I " 1,1 , , I `\ -a I ,�� 1, , , ," I - 11, , 'Valite�:z",z, �� : " I \11 � I - I I I I I ,, 41) , - ,,,� 11 ,�, , 1�'111 a, . mh\ "L I _", " I --- - -"'.T,��--\, 11 � � . I . . � . . . ...... .... ... ... . . ...... ..... .... ..I . ..........I I. .... .......I...... n'L_ � ,,, ! i : J I �retufm ducts Inother portions of ,,,-�:�.,.. ,,�! ,;'' ;,,, � 1. ;All Installed Insulation is labeled 1`171c�_;�', 1'r,-",'�,,-,,'_ �,,"11'1�147 , '710complies ,Requirement wiIt be met I, ; 11 ! � , , A-f Where ac 3 inches.Stipply.and � ,"\ Z�",n , , Rellt.10 ,\�\" , I 01\ � '\"� � "", I ,,,,�,,��`�., ", " � , "'�' , []Not Observable � A- � ,Iz�, I L 11 Z ,"l,\,tg S ,;"-" \ , \� \ , 1\11\ 11 "I'll 11 I 11 I , �I I "I'll "I" ':4[]Not Applicable � 30111 , , ,,�H I *0000111 , I I i � , " 11 , I�11 L - �,��, � I , I " , I . .,: , ' 13DOes Not li,116t i�h, I . � I ,, I _,"',I " " ��,,�, ,�.11 , I " ,� �i tthe building Insulated>-R .I`-1 I`_11l "", .% 1-11"1 ,,Z � JINI$V,�:,!or the Installed R-vatues I I "L � ! , ,,I I I �' , , 0 1 -6 foe zl I ��1111 � , _ , I ,�11 ,>,,'t",'T, I,j�:,��,�,,� I �11 , . �j ,�, ,-"V"".,�-11.1-11\1 "I'll ��z .�,,�,,, .�,',,,, ," . �" ,�\I,k,I I I ,,,�,,I,,Q��,� � - �1 I � I , j " . � I I , I , I ��,_ � I � ,,, , ,� i _ , �z ,`. � , I I �. , , �,,,,��,� ��T�� I , titilameter>-3 Inches and R-4.2 I " �, ,L,,, 1, � .,�", , ,,, Id d I 111, :', , 1"�,\`,;�i� Saint, I " ,,, � I ,,�, z� t ,15ttz � 0 I z,i,,\\� 14 ". �oi "", I ,Iprovi e . I " � I 1�1'1�� i ��I_l'', l, , � i,",\,\�, ,�,\� P,':� ElNot Ob ab e , I .1. I 111�__ ,, ,� II 1\ 11� I � _ , " , I �i, , " , ", , " " , ,,,� � ` � "I 11 �I ,� " I , I��T ,, ,� , ,, I v ,, , " " ,", I I 11z %T � "I - , z��1��' �� ,,� ", , ,�,_ I iANI I , � ,<,III" ` , ,,, I ,� '! I " " I I I � t for<3 Inches In diameler.. _-, , ''I I'' "I " ,"I"I�, ,I I I _,, _ , ,�,\\,:! , � _�,"V,_ , � " I ,,,, - I - --- ---,z � I � ,zz,k-,�,.,[3�q,�ppliceble ,1 1-I '6666. , � : �_11�� lz,11 11 , ,_�� I I i .1"..1� I ""k,\R,� " �� i Floor Insulation 11-vature. .� R� � I R� � � I :, � ,,�, i I � i, ,�,�E 402,11, 1 ,! -,I',,,- : �: � ,�,,,, ,, ,�IJDoes Not I I I I 1"'I$*i4i ��,�l I, � , � �,\q - ., �_Z , X I � compli z Requirement will be met, I I ,," 403.3.21 �Ducts.alrhai lersandfilter I �z , � �", , 0 IRS � I 1.1 1111. __P.- - - -, _ -,\ �Dcomplles ,See the Envelope Assemblies I (FRI311 'boxes aresaaled with . , , � 11 I I I 11 I I I " , i � I i I��', I I �___117 ,r -.1 -,-;:- 77-:7,-��-"--7--'L-�RMWM _____7,- 1 1 "I", "l , 11 11''?" I '� I � 4012.6- : �;0,Wood ,I 0 Wood 10 I �table for vathies. -� L L _1 .� I � .. I I I I ;� I I " " � - � ljoints/searns compliant with "'T'i , I "I", . � ,,�\"��, , ,nNotObservable : i t Odes Not . � -- I I :,�,_6' ! J I u�',� I I a �\,"4 , 7777 �; t I � 4�, �,.T�,� -7-7-77i i \��T�L�_\'� L ) ,�,',I I I", , ! I . r, . I I � - _ . ,_ I �z 7------�_! � . � o I I ", � � i . , ,.,. L , . � � \"�, � � I . ,r . � I ,,,�,,'.I I It T-�, "I� 1, i '� '�, " . ;: Not Applicable t a i I U e ' I �"�__-_,,�_�._�, I I � 1,.. r r %%%%% ��", I * - __ -7 "* _" _k*", .'g ' ,�'T international Residential Code,as \-�, - �� - ,-�,� I ,�.' � _ " � � . �:� 'r � : I 1� I t. � ,;,, �,�, 1� - '_ - � I I I ;�,�"'i � 11, , NoltApplicabil ,, , 1, I � `��, �%' I I I ,,�,zz, I � I I . ,L , . �.� , I I Ili 1� _ I ; i ",oT 1 �$ � I ! � ', 3 1 1 z � ", ', , ,. �T �_�� . 'Ift-1,11 ' '��-.." 9E \1," applicable; I I � �, I ft:, i� �-'—'-''`-_�_�3 -""�''�� International Mechanical Code or ,�"�� '� :,',,,,�',��z�, ,` ,' �_,,,,�, �, [INI11 I[] Steel bNotobservabile- l I ", %�� I Steel i I I ,,��,,,, , '"' `<` ' '13 13 , - � I 1� I'll I 1, I _ ___a7�7��, ,_ i I I � L__1 - 1 : �L,` .I- i Ir I I \11, I � a I I � �''' �l' 11 1 -14 �:_ -1 I '' ' ' 1 __ �. ,��, , �, 303.2, I Floor Insulation Installed per z - - , � 0,0 0,033 1 , 1\ ,? , ,,,,'8uItd1ngca*les are not used as �_, �Requirement wilt be met. 1...___ .-, I � 40.15'a,"',, � �\ � " OComplies F, " ocomplies ilkequlrement Will be met Floor.-All-Wood JpIstfrruss 1,006 3,1 :O.O '147 I \", Z 1. , , I . 1. I., , �J 1: , 1 47 ;33, , � I "�,.' � �, , I . 1FRISI!,, I ducts or plenums, ,1 I�, �",",\, ��", 0Does Not I �, ," !, \ , lk'� ,, � .1 11 . I I �\ ! ,,,,, Z l l, ; I I I I z,�Y_l ,,,,, . I I" � I � � 1. � I �� I I I . . .. I I I , , " I ''I Z ��, 11 11 I I I � I , � , , " ?", L � � I � �; � , -A I , I -I'h, ic' ' , I I I , , E)dMQt , , I , , sz� ,, � � - I \ ��I�' , " ,,`,� " , � I`, , , " 402.2.8 Imanufacturer's Instructions and w _:: " � DDoes Not I � -.1.1 .. ", � I �;iw,," ,�,\�,n, , , ,;� I � � ,, � I ,\, ,Z� ,�, � � ," . I , I ,1,-1,z . .,1, I 0 1 [IN211 ' ;In substantial contact with the 101,11otObservabit * re Ilding plans."sp,ocificoi6s,,;§nd"ot�er: I 11 . I I I " � ,' Not Observable ' " ,Compliance Statement -proposed'biLitidIng,d�iigride. ribedhei � " ,,�� i, , I '" z�\",I,z�, � - ,V',:1 .�- . � .1111, l I 1:1 I t, I 11 'T 1, , UNot Applicable ,� i ,� ,,,,,':�, ,,t,,, , ,�i , I �� ", .�,�, , , I :underside of the subfloor,or floor �C' z.i,,,�', ',',Z, _� �Calcultatlons Submitted wa the permit application,The proposed o meet the 2018 IIECC requirements In I 11- � � . _,�""","",,�i�I 9 , "t�i rl,`1UNotApp1II6b16, ,* -1 1-1 111.I , , I'll �� %I 1,�1' I ! ,, ,...J __��j:�� ": I ... 14 1� i i�1�1 . . I - _�� 1-..'� 'framing cavity Insulation Is in �1, ;', '_'�_, , ,,, �, ocomplies I I I REScheck Version�RESche,ck-Web and to comply with the met REScheck Insipoctlon'Checklist.. - $ ',�1, , ,i "'i,,,� . I, " " I , I I , I , I " to be within the ,,0"�� ' "��,� 1. �Requlrernent will be met., I contact with the top side of "�;:,,", I, � � � �;,,,�,, , ' 4013.7,-;Ducts declared , , , I I I L��' 1.,J J I I i- � -I-"- , ,� , , " iFR2813' Itoridittioned space are either 1) ",\_"�� ;� ,, � "',`�,,; I � "I' Z" ,� I � I i - I I , � � I 0Does Not I I �,I �1� I , 1'�"I \\ I - 11," �,:� ,,, ,.""", I �_ �� ,.,�T'\. :�', , 1, . I'll . I �, _ I I I � , - , , . " . .11 , \ . � :,1, � � : 4,d ,,,,completely within the cbrittinuous 1, I ", sheathing.or continuous , , ,:il I MATTHF-W BUSCH AIA NICARB - 202f,l 1*08 I I,\ , I � , � I �_' ",,�, ,-.',,,, �'' �01,lot Observable i Insulation Is Installed on the , - ,.�� , ,( —, � ...... .. . N _11 , " , I ... 1, , , _ , . Ie, I I I ",,, � I I Z: � - 4', " " I . I 1, , I\�l!, � , 'Z — � I Date I I 11 R ,�s I I., rs fra nd . , I I- �""",-, , � , , , . I , I ,� I i __,��. .1 I I , , I air barrier and within the building , � Ili I z , i , 111 11 I I�, , , " ' ' � . �, � Name�TIFle u I -1 "'k I , ' z\ I,�"," c ,�,"I\""I I , �lUNot Applicable uncle ideoffloor mlnga I . . , , ,��.'�- �; ,: "I ; * 1\�\11_�, 11 '' , 11'11'�111" l , � ,"i,_�, �, __," "I I � ", �' ,,,.,thermal envelope,2)buried I_k Z , , ,,,, , �, I I I z 11 I , \\ \" " ,I- , � I �,�,Z� � _�__ , , "I," 11 "i.i "tends from the bottom to the I �'� , —, ,l . ;.7. , k I 11 - ,", I, , ��, �:,,,,,,,� I `a, � t _ � 1 I I , , I I :�, 1. . I �,� . I I , ", ; 'top of all perimeter floor framl n,"�,�� _� �_, .I � "I ,�, i . -, , , . I I 1� I �,\, f -I I ", I I--1 � I� , , , , ,,,,,, �within ceiling Insulation In ",","� ,�,� 'Z,,,,, , " ng , I��_ I ,J * I 4�1'i�111'11,11 1i . � "11111, �� `�' " , "', � I 11, . " I 11 \\ I ,,,\\,`,,'\i'��, "',", ,,T,�I "I I__ " ,I 1�_�', 11 l I I'll, - � , i , ,�,,,,z accordance with Section , ,�"', � I ,,,�, merribers. I . ',',�,,� ," ":,�,�" I 11 � � '_ I I I � � I ` dfer'lS ��!�`,': , ,�,, �,', I I I , l " I REV: DESCRIPTION: BY: DATE: kT,;R4O3a.6 and the air h , " 4 I I I ; ' ,\im Z _ :1 ,,, an I �,,,,�, I I 11 H&�located complete] ",, ,IT"",, --,, A . "oComplies i See tt,w 296 1',7',' � 1�\,,"',, . , 4021.1, iWall Insulation A-value.If this Is a; R 11 R_ brEn=Assembiles I . k - I ___-__� *_4_.�_ - I , the , , , , '" , ,_ " " , 1[3 Wood ClDbes Nat *tatqe IT , ;,�,"t,- ;....z�,! , I - --*----., , I � 1-1 I I I-, z 9i�� , I I I, continuous air be rrW and within �,11, " , ;I 402.2.5, least%of the � I ,� ,��, y within , I , � I , _ " \I - �� . -\�" . --o � � � � I, 11� zz"\,,,, "I I ,",I 'I mass wall with at 2[]Wood I I . .11,1. ,1.,1��,I T'l,'' ...I , - - z ,_�','�zl",��,� I *� op 14 " PH 01.03.2023 � :"I'�,, " ,�,i�_�� , "," � ;0 Mass. I � ,, � 2L AS BUILT ,_:l,�:"TTi I I I - '"', *t � I — Jhteft�,pt 1'* , "' ,� 11 _ 402,26 ,wall Insulation on'the wall �0 mass ,bNot Observable'. . � ,I—— ,-T,� !the building themnal envelope ", " . I ", , "�' , " !,� "I ,; I I , 11 ,, - , , : , , -, ", ,,1 I 'UNotAppfIcable - '.�,T . '."I., I I`�-1. . .1 ,"� _e ,,,.,,, - Z"", I '", �', ,:, :and the duct leakage -1.5 �Z" �, CIN311 i exterior,the exterior insulation e Is< -, . � � � " , , . �\"\z 1, ,-Z-:z'l '"," "�,�, . l, I ![].Steel ,;[]steel """',,I I I I ,111_ ," . � : , : I- - �010ftlbf� ' '"POS - REVISED PH 09.12.2022 , , � I I : I", _�,, z dm I 100 square feet of ' I.. I, ", t I ,, ,,,- - i ! 0 ,,requirement applies(FRIO), I ,'j( A SITE PLAN I , �', I � � , . �_,',"' " ql,4,;',�, , ; k I 4, � " I I 'gpll � . . ��',\�� ' ", L `, . :,,_,, ,�,"J I I " ,, \"i��conditioned floor area Served by: - � ,�� , �, ,,,�N �� I � 1, � I I " I ��',-�R,......4,NA I I I -, , k", " rfo� I :,', I , � I '', ,,, . � t - i , I ; ImIko �Oft �Ir*d - 100% CD W/ SITE PLAN REVS PH 06.25.2022 ,,� ' 'N �,, ,,, I I Ahe duct system,or 4the ceiling , _ ,, A�ii, ,1, , ", � I � � — I --,---7, i , f, ,"I'll,, I I I sl � ,z� 'r-,0compiies "Requirement will be met. - :�:��,\�,,, ; I I , , �`,�m,.�,,,"A � - A I I I ' ,W,, ", _4 . BULLETIN #1 ,� ,"�,. I 11,1� " 1, ,, I : W , , 11 � I Insulation R-value installed ",� I ,��:_-", '4 303,2 !Wall Insulation'l ristalled per i'��11 l,\ , ��,��, k"i�, � -z� ,,"�11 _ I I I I I . I z- �� , It"I I I 10 I I :��,��,"' '�,:�,J��,pri\� I , ,�,, , 1, * ,, rist a ,�"�,��_'l . �,,,, , ,, I L"S r4ot ,,,�,,q-,_,�,j,age[ nd above the Insule �, , I CIN411 t manufacturer's Instructions , , ,- ! ,\ , , , : . I C I 11� lq,41�1 I "- , � """, , : t �,:,,,,�,��0'9, ,,, , I � I I SITE PLAN REVISION (TRUSTEES) PH 02.28.2022 " ,�I \�. :1ZN1 1 14"`�El�11,l% ;"IQ�,,,'1� ,,�it,�"," i I'll, ,�::"'`duct>-to the proposed,ceiling, , I N,1',,�, I I . ! : , ',:�_ �,,�, I . ' ' ""z � �,�',?�2,�, I � t � _� ` AE]Not Observable i , , I:z�� ,§ ,,��,,��,Z�'�', k, �,� , �,� , , � t Insulation'lit-value,less the R- T111",z,� I �:\"'�'' THERMAL ENVELOPE REQUIREMENTS "I �z�.�,',: - �,, , , __� .. �:A_ � - " " � i\ "" -� '�,�_, , I '�, ;, , z�,,,,,!,,�,'k ,�`j � � �,\, � ' ' _ � " \1 , '' , i * I � � �,:,� �,,,, _\ I M ` '��,"\�,,"lvaiueof,thelnsutatlon6n I, 11 ""," I , I the �LL, 1. 1'� '. -,,",`T�� ,,!,,A,c-,,,, � � :_ � :1 � 10 OWNER FURNITURE PLAN PH 02.22.2022 I.-al -1.�_ �_,�, - PENETRATION AT ROOFIONCONDITIONED SPACE .. I ! 9 DEC LOT COVERAGE NOTES PH 02.10.2022 R402.4.1 Building Thernn'al Envielope � �Pt " � . . 11 "��, --,.eJ1,',�� ,'ll 01" .1 I The buo'?dfngt,herm4lefTveA9pL shaff complyvelth Sections A402A.1.1 Wndrt,1010,2,The�sealtnk methodsbetvvv�on dissfirliklarmat&1ats shaill allowf6r, � I _� _ .� ,_ '". �, I . I . "I'll, 11 I IT',IR iT "-',-_-,-� � `W" ___1,---' RTM11", 11 11 I "I", I I "I I I I 11 . I r I I I , 8 I DEC MHW, MLW, LOT COVERAGE NOTES PH 01.14.2022 1 , I I , : ! � I " , I 1i""A" ,,,��* j_�� M�,z �, I """ ,�O '' Ilk, .',1\1'1"I I I,1,�, 11 I 11,1\\"\\, dMerential exparsion and contraction, ,,, , - mptions, Isl '_,,1t',*JafniVekfWd,I''IF l,\\ 4 ,,,,, �,�,v,,,I, , , 11 I I I COI"Mor*WA"ut" *n$�11, � 11 Ji !�4pp�� , , , *, pr� " "A 11 M*\� '(\ ,,,, ,�,�g I ", , k '� 4" 1\1�1'\`\,T k, , ,�\\, C � ,,,,, old wfrfli�d", 111;11;)�!ells �N l , , \ TR,, , , ,\ \\�\� 179RT _ , �� Z\11\\,\,:\l I 11 i I _\, ;111�M c I Oviulto " valtut,�,�', - ", ,� , � ,", : "� I Z\'� :,, 1!II!! ,,,��,AR, '� �"I "111"', t, \,_ 1\` 1\1\��,� , �, I 14- , , 7 100 % CD + INTERIOR SET TO OWNER PH 12.14.2021 , , � o" , , - \ I ,I I , T,'I' "I, \ i ," I ,,, I I �141��&,,� , I"" i , "'� 1� � REM ��,," 1\ \ ", , 1-- " , " �� , i IT..; --\\ValU & 111" 11 , - I1 I'll, I I �'; , I .............. ,"" , ,""" ...I "'I"",0 R402.4.1.1 Installatian ,_'_',�,�'A$�' ,t , 1� " : 1� �1111 ""' � Z .1 . . . Complies ,Requirement will be met. 402,1.1, ;Ceiling Insulation R-value. ; R__ �.Xomplles :SeetheEnvelopeAssenitbiles .I I I'll, I11- __11. � 403.6�1,JiAll mechanical ventilation system �T,�:-,,--- IIITIT 'I, ""',�,, ;IR�_ I, .. , ,l � I � ,, 1, 1"z I I _�z� I � I I., , "I If 11215y,I fans not part of tested and listed ' ��,,:,-` - \,, 11 �'��JE]Does Not * 402.21, � :,0 Wood �E3 Wood l0Does Not ,lable for vahms, Tfe component of the bvildi,V therrnat envef,�peas listed in Table R402.4.'111 shall be Installed Ina(coordaAct witth the yrtanufactdrerslnsi�hs � I I I - � 6 FILING SET TO OWNER PH 11.09.2021 � ".",Zl', "I '1'11'�`I"",I 11 I I - " . I I - I 1, I - I 11 \1, HVAC equipme construction.Where nequired bythoccdec,A5clal,anapprovedthind party: I 3 . .1 I ; \ I , _ � I�11 , ,,10�, 11., 1* 4 l I �* ,, , ,,,, , ' __,__1. .....7-.--- -, �' � � . 11 " I , , T. ard the criteria listed ln'rablq 11402,4,1,1�as appficable to the method of , . , �,\\, Z'1�11�,., I I �,,,,, :[]Steel ., I � M ,,, , ,� ''I I _1 - TT , I z z .� 4 I �[J Steel I blNot Observable '-' "', " , , ", , 1 5 EXTERIOR BID SET ",\\,\�AWl-\,"' nt meet efficacy �',',:l- ��, 402,2.1� � 1�1� , -_,� . � I I , . ,�', [34ot Observable 1 402.2.6 1 st-clil inspect aft components and verlify compliance, I, , ll�� " I ' :11 1�\ ;z" 11, 4.11t,"',1 -71 , f PH 11.03.2021 11,�ll . C, I ; I :! - � 1� and air flow limits per Table ,�,,,,, -�,4"�,�, , , � ': , - , I ,� _�_ ,��, 1, � ,UNot'Applicable : I t, 11 11�%.,.1,11'. "I" �, 1, I :_ , I...I" I . ,,,,, , ,;-%' - ,t,' 11 I I R4016.1. ,I l " , I le' ' 111,111t _ , . �". I I � 1� ,11 � � ,,,, L", I I , , ,, I vt I ,� ,,�% I l ; i I ,I " � '. . , ifto,",� � It i, _� ,014ot Applicalb _� I , �tv�w_ I I� I�-,z :1�� _� ____ I , , �,�i--, I I I ,�� * I I \-� I'll, I,N�,"I,- z., ,, Z 4 SITE PLAN TO SURVEYOR PH 10.09.2021 , I I� I , ,-0comptles �Requirement wit be met. ! � 11 I I TABLE R407-4.1.1 AIR BARRIER AND INSULATION INSTALLATION: P - 11 _ , , I I I I I IT I., I �, 403.2_ rs supplying beat ,-"7'' - , �� , ,�, I I - _. __,� I , , , �:, �' �,,�,I,"!` I I � � � , . '� '�,' '� " I'll 111\1- t � 11 _ � � *1 I I 11 I , through ohA-, of,two-pipe heating ,,�,�T� ,"",I ,� 4 1 "I , , 4.� , " 1P��Elcomplles i i, , _^,��." ,� ._ I I �� " e.- , � � I,,, I 'ElDoes Not 3O3.I.1,I,,j'CeIIIrlg Insulation Instfilled per - 11,� - ,�, I:, � I I Requirement will be mot., . - I �, � 11 , .1 , � I - , , . I ...... I A "� I , 111 I I z i , ,"", I �"'' ,Z, i, "I , "," ,�' , ,�,�� . I I 1 � �T_*_.1 , , , , , , JF12tf� I , `� ,�_ ", �! I I � ,, 'Aill""ita"t'nolk iNSUILATION MfAttATION Ciff"A ,,-lfqwfj� I ,,, PH 09.27.2021 1\\111 systems have outdoor Setback I' _' � � ' � :manufacturer's I ittructions. � I :�r",I"I� 1.� . 3 FINAL SD PACKAGE TO OWNER . "I -1 I ,�" �"'�""' �`��!' o-' '';t,,g,,'1ElNot Observable � 3012 ,:Oboes Not compoft?"IT i .'4-b ", I I ,�,\�;, " I � , � Control to lower boiler water - I " " . - I , . .1 I M* I � , , � I_ - I — \:�': :�� `Z'z_ ,',�N%,�",E]Not Applicable t ��!,,`",, . . ", " I\\X :\", , �"I, , 1". � � - \, I 11 � ,, " " I ,� ,-A SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 , I"�',I "'k": i',1\ I 1300 ftz, . I 11, R, "_ M'1� JIer"PVFdLun1:Daseclort outdoor ��1� I I 11�\ .'V'�I,,, I,,,, � , ,I � 1 " 11 ,,, - . ,� . mperature, ,"' , " """J 11 " I� 1 : 0 : A.-pormeAl .I 1;A",W,-,I I ��' . 2 1�1 I",I 11 I , , 11 I , � 4',, ' . . � : " , l :81own Insulation marked every ,','.,;�,,,� " , ,,,� C3Nof,Obs04vabl6 " I ,,,,.;.�,l, V5�'�', ,- , , , " I�!�' .11 M211, -41 - - I I "I I I'll 11, "I"i � Z , thW^m Owl rite be.iettl no stailffl; , ,��:�,,,, ",, "", ,i., " �, , I. . " ,��Ai A rWltm,"Al bAtTrie,mel.1t I.IIMOM k4het.Mlftr r1lopc, " -1� "': i, ,jw "I� . � 11 T�� . . "I , �Vl,- , - I , 1, -," I I :te I"'�," . 11111411, ,,�f , ONot Applicable i' G"I.A teq,,10 Th-w-TN,.wv.p-ontakm.cartorwooto,wme, " , filf I I I 1�� ,, . I ", . I. , __—_4__U,,.-:'—'\, -� . .........�"I'll 11 I'll,I I'll I I I___f1___--___-- t - �i marertol, I ", � , - , , , 11_ - , !\,"" , ' ' I I I�. I I I 0,.h�,I—�n k".�4 o,Wvt.N be-to&, I� I I ,, or I �,, ,�." ,\,,:,',T'�,,-,,tsm� I attics with air permeable j, ,,$-` lucomplies ,Requirement will be met., I I I—, k � � Z,., ,`,', , ,,,,, \ �_ ocomplies �Requ rem,ent w �"��,:z i \1 , I L . 1.,� , C.". ", - I-"��, , , :E]Does Not .1 I entec ,,!,, ,I . ,,,,, I I I ,�'T - I � ," - , ; - I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 , , 1�1_ 1Z 1%, _�_m, 1 2) ,,,,,,,Insulation Include barfle adjacent � " 1'� I- I�,, ,I T]Does Not ; Th.�Ir",or,a�-y drop��d retifth,fiv,�holl Ito ft,�,d war Itl,,KP�1.1-d arty gap�M the i .I . 11 z I I � . I IF128r z I nave a circulation pump.The I�\1" ,,, I� " , lift- I 46.!q\ �eated water circulation systems ," _',� , " � litt met �1�, , ", "#�,� -A-"Z, *4 - _ , I � 1\1 - ,T'� I I'll, I"I",to soffit and eave vents that ,�, "D��`�, , , , ,; 'N'litl.m, . . � i �:"I �I 11 .1 '�4n\'�,,, I system retumpt , " nw��,,,� �'�� , i I � , ,Z 'A I ., I�Z�,,��, ,, �;"�,,, �, � , " I I'll ,� -, dedicated �"Ilc I 1, I I ,"-�% ,,,\" , , pe is a \\ �1� : I ,", � � ak W"t"A.11 Wlm Tht,k5warit,ri lit am dmpw teft�somt Shall be al*f*d i �. I �1' 1�I I I"I�:,I I ... � ""', ., I ,��I '� k\, I ONot Observable,� I I� i I I � , " 0 I . , , , , ,, I _,.,;1, \ I � ,� W . I .11 , " I I �,!b\ ,�z, �-19 return pipe or a cold w ter sup ly ,"�'�':' I I, I _\, " 'l,��\ , [31flotbbservalble : Aat,zopo�,dno,ftvr�gaks.krkt41 kimm to w1cmaliDwed anK spaces"be wthltt,eamtwnr,� IT�I I � ,hq� a p ,��""," �� I, " , I : , 11 : SCHEMATIC DESIGN TO OWNER PH 09.13.2 21 ,,,,\, , I _��',:� � ,,,,'J'�'�, extends over Insulation' I �� I � I - 11.", - 11 �� __, 414�,,," I'll,,;" 1�dl I "I'll I , �,� � I um��'Il , 'I ,, ,� t 'I", ' �"I, , Z.: ,, ",,:,""-�, "-�A,��,��,,I�d . , � I'll 1,",� � 3 '' ' I I Z . � �,��- , , t$1%,','z, ;pipe,Gravity and thermos- I� �_z - : IN , 1 'UNotApplicable � I � i_, " ` ' " , � � ,13Not Applicable 11, ", I I �, ,,, I-, �! I '\ , �, �::�,\�'� ,�' ',,�',,. U I- ' — - - I'IT . I � ,�,, z � I �, ,\�'�,"�, "��,'i" ,�,, ", t I 11 I I , hi��,' o Sys ms are � I � I , z ,,gJ syphon drculati n te ,Z, k , " �1.� , " . 402.2.4 Attic access hatch and door " R. 1 R� I Requirement will be met. 0vril.wfthirlt-,M.Te1ht,.d�SoflrM* I I �,, "I �, '.. ,""", .z I EXISTING CONDITIONS TO OWNER PH 09.13.2021 A , "" I _ DComplies � 1\1 .. - , .�' I 111�11 � � 'u,not present,Controls for "k ,_' '. � , , , ", I , � , l — I was"L�imolated by oampimmly""log WR I", � ,, 4 I I ,!01; , ,11, ", � ' � , :, I 111, , z�,, _�, ,,'�i,! I" 11 (Ft3l' lInstitation kR-value of the I : '00cles Not 1; rhtj�v�.r,of,t4foamigion ar,d lig pom��h,A be veaWd \ 11'1�1 "I'll - - \I ,, � � , t II, , , 1. \ \ , ,,�,�: I "T` "", , , '�, : 11 Th0JMvAf t,*hv Plev 4"d Ow top 0"Wtor ! l � .I I , _�:, , tb,Aymll,ao,.Wfwha�i�ganomal,e�t�,me ""I'll, �,, `N �,,,'�',,:' , , `:11 �, . ". water system . ,,, _ 11 � " .I�,�",�,'' ,, 11 adjacent assembly. V0, qft�l it",l,vtl"111mmwi, ,�,� ._ I Z� � � � I \ a,%.IT i�vloul IV I IUL I , 1,,,,,,,,,�, , " . :_ , -'s � STATUS: \ � I l I %:1 I pp\��N\N\'pumps start the pump with signal �, , , 1�,,1� ,\V", � bNot Observable I I I � . 1-1 � b . 11 11 ! . � I 1771- ion ' , . �_ " "I Issued for Construct" "T"', 1" �,, , , i ! I ; ' ' I I'll l ,,, -11 1"11 0 staird, . I , I E"'�for hot water demand within the : I - I ! � K,*0W~Aob*SO4l,vd. ETw1o,the,mal,n"I"_inuil000ft ter flamed .I I�, I � �1�1 � � �. "".. ." LTI, , I��,,, : I � , � I I�,l.. . ill � `-_ "�,,,�,� " . . ,,t]Not Applicable I � I . I , � ,,,I I I � "_4 11 tom�N'",oflmmavlr�ith the Al'b*, " . , �,,� " I I11101 M occupancy,Controls ",�",, 2 , ",,,,�,, 11 l : I I'll....- ; .&%00 t,tt imialw ii,st,Ib�umlal tor4acr And ^ :�z ,,, _ lz, _1 -,�_,_ I ._ ,I I � , I 1,1\, � � -, , I �, ��]," 11 , I I G 11 . " ,', ,. ",, ,I � . I'll, """, 11 � : ACH 50 tl�_ ! ACH 50�_ tUcomptles ,Requirement Will be met.: . I , , � " 5041it 0 '0 - "�a�111%00, �,,,,,,,--, -IT,",� , 11'\1'It I �402.4.1,2 :Blower door test C 50 Pa�<-5 1 � " 11111 ,,, I , � " off the pump ,", I � 11 0� � : I I I I z - 11 ,,b _ _, 'lavtomaticallyttim I !�.- ,*1 1� 41'p\\4 when water Is In circulation loop ,-,,,,,,,,,,,, I \��,' I I ,,,, I � 4 " , I Is 1 � , 'u, I 11 - �, [FI1711 jach in Climate Zones 1-2,and ; : I . , � � R 1'1�1, \ � I InDoes Rot V;M�A%�W&504 Yh#�Wt W%�,V0,dWN1wiimN md fro,',inti, IN\\\ I : 11 I A I "I l, I 11 I " , , Ni's at set , �pz ,,, I ! � 1. . ON � i, �,', , � 1<-3 ach In Climate Zones 3-8. ,' I t-M AW qt,liglA4 de,l llaffft 0.0 be so,tW, 14 IN I iperature-and ,� I �,, I \ ,:,, ' �'�, '' \4 , ,,��,', -point tem ,, � ,,, , t I�i bNot observabl, ; I � Polk ' ' , , ,� , 11 . I I I , � 'T'�" tho ,I al�,",� ,,I, � � ' � . � I ,,, �,,,�1\\R� t T, ,, -I I I ,� , "l, ,I I i I e , �I 1.�,� " , , ,,, water exists. 1 ", '' l ,�? �_ I PartiHaus ,gg,,, �,no demandto I l I ! I I 11 14w� -, ", , I � I : I ,0Not Applicable � P",jol"t, P�j6�-sbolf'r,cloap tbe�twmer, Pim"tts"tat irt,wated, : � . I I ,"' ,, ,' " \ 11,4 ,t', �Req i . .� ,, 7 1. ' 3""'' ` , , I,,"."�,uCompliet I uIrement will be Met- 4013.3 iDutts are pressure tested to ;, crm/100 .1 Ecomplies I Ad a � . _ ; �. � .I�t,.,�,� �.. 0 3,1 J ' Electric heat trace systems 1'� , , , I I . 11 . I . ,\\7\\$ 1 I., I 11 I, I �. _I I.--., .--"_......_,... ,--,,,,, , : � - 11 I 11 :17� \_I - I20Jr."",p,,\\S comply with IEEE$15.1 Or UL 11.,� Z� 111 I" ftW**o"M,(4ftWo4*ATT'sha0 lie,lietrMw ! � 1, - , I, , 11 1,� -, I 11 I within � __ , � '� "!1" 1,,Q� ", " W.�ol..i,p�,,�OmKk,l.wd,�ithl"u�&�,-,,ie � : . - '11, , . �� I � 'i'T �` 1, , ` F PDOes Not E c* Ir I . I T - ,,, z,- I I ,� "z'�,,, ., I .Cfwloo , 1 a -1 "A ,,,,, 11 I _� I.�`�1'1111` I'11'�, It- , hend \I.if-- , I I -11 I 114" � , '�, 11. I I , "",i" , ,�111111 ,,, ODoes,Not [FI271l �determine air leakage with' -7 :�ii_ " i , , I , � '111 ,Z�, , utt" ,�,�1,;515.Controls automatically �, I _� � , � ,Z',, I 11 i t to, A_il*CkM.t#R(Wfr..,4NTW�y I � � � , W, Aw Design LLC ' - ,� ,� " ", ��, ,,� " , ONOt Observable � I either:Rough-In test,Total ' �condl toned spa ,am. r_� , ,� I " ," _ I I . ;;;;;;1�111,1 1, ,kL,,,,';adjust thevnergy input to the' , I ,�� T�, : I 1,01,lot Observable ;,,,r,,I,Kl,\"� ON'�, . .. I I of%,L I . I ' ' I ; , , ,, , ,� , 11 I el _�,z ,I \11 I-mim t"ll I.po,mirto to be 0�_Wa with, I ,, � ","' I .11. I— - _,� 11 � I I 'ONot AppliCatil' ,�R�and 11 - , I I �, i0ftt Applicable, , �leakage measured with a I The M,bone,"I 1.-rallett or"#,tpatetlo�*. 1, .k I., � heat tracing to maintain the I ,"�� "z I "I IT I ' 4 t e � I thewpw�.ral�, ttlotso,�ow,_wunw,atm I I I ) 51 6.429.11 22 ,,�, t, `� I , I :1\1 1� 4i T �pressure differential of 0.1 Inch , 4 , .1ritt,wedflIxt"� .0"Warm. J , T I,T� I , , � .11 - I k T 11 Inoolled-&M-1-de of noor fla,m.g AM � % ,,l� ; ,,desired water temperature In the �" I �� ,$ , - , "11, � ,,_ "; : the system Including �' I I �, I I . -�11 I � , '�, ,I �W.0�across i ; 1,�\`,�` ,I piping. "I I .. ,,�,,�\ ," �K "I � 11 1, I ,I,,,,,z� , " 1,:::: I I,: 2� z��n�, . :1 w�ds from tht barta,n tothetm of alt � 2615 Union Blvd ...��" �the manufacturers air handier ,1 I mmwar fl,T.lrootenitmeriltaers" e 14��,,, �, � I It I I : I . ,:��, ,*Ut.ompiles �Requirement wilt be met ,I 403.512TIMI Demand recirculation water , , �,z�,> !enclosure It Installed at time of * -��` , ",, �v, , � � I : ,,,, �,,,, 1, -� 4 I,,,,, ,,;,�",\_ , �,",:, ,,,A I Islip, NY, 1 1 751 � 1'1� I ,, , I * aWviw"th.Rt* � i. ,, ,� Does I . I , "t bpo,-d�wd,'h)—mt,d. Wiheft pIowd.d irat.ad 0 flw Iftutiolort, ' _systems have controls that 1�1 I , , ", mot I I _�'"\�'_ 1, ,Total 4 I" I I [F1301 ","t I \" � , �13 test.Posibconstruction test. I : , , � _ I I (,-I V.C,.Ml, t,m"d�Ith,.Cla.I_�,reamlerinith h-l~ShIll"p,rmtm-ly atwhodliTI41vt PENETRATION AT RECESSED FIXTURE OR OUTLET I .,,,��,manage operation of the pump , � I I �I I,'�`T, � I leakage measured with a �, ; : t I � ,":� , I �. . ( info@parti.haus 'I, I I�"N'I ,,I,,,,, , :" _' . ,, '�!z:"" Omot Observable t � i I, ��,I,pi,llt pmtv iap�d, tra,.%P..WAltT I .'' ,( , , � 1, � I", �Z�...^'� r��,-A�w �,�"',\,0\�\\\,I:� .,l and limit the temperature of the, ' ,,,,' "I Ipressure differential of 0.1 Inch ! � I : . I � . � "t",11 11, �,,�,,,, ,: - , , '- I! 11 I Mwf i!�_i ", , ,. - . , - I '�,,�� ,,�,,,, � \_ , , \ " , �,,� "t", -across the entire system I "I Don M^odtiry P-tmotbr,";md IT-5NIm, �-,,oi�,- , , ,�,!", �, , , k "'T '�" , " 11 '�', -,". 1\ �MR water entering the cold water � QNot Applicable I �w.g. , www.parti.haus T,11 ' " I Z I %;,ft'Pt,4%l_5 .W"gt.emen.�uw-fton,�d�pwest,allbt,- : �,4\11 , "' , " ", It �,�'I�".,:.',�,,',":"� - ,_, : I ,,ar - ".",iv,� , ___- --- ! I I , I \ , ",handier enclosure. , \�z \ , �N I �,��",,'i�ir,,\',',,� "I" "I I I ,, piping to<-, 04-F. . , _�� I'll 11 I'll 11 ,including the manufacturer's air : I I \ - 40a��4,:Iz�\��Drain water heat recovery units _l,,k� ,�,,,�,P ",� �\',', I '.0compfles 1.Requi rembrit wilt be met. � 4 1 t I W. -11� I 11.- I 11 "-,, !, , - -=--- - - �t,%' . I 1, 11 .,�. I I I , I , , ; , '. � ,,,J':,�',-�, , , -1,-�,�-� ,'� -Z �,"�� ,�"r I—--, -�e, -, , I Z,�,T��,`,�,`i I I'll I , _,�,�, Z_ _ ; � i I ` __� .� ::� - ,','*- , " . I.� I I - I I , , , I �Duct tightness test -4 , cfM11OO I thWIDO locomplies I lExteption:All ducts arri 6.jMi,,A.Tra*Ta,t0'��K9bVr"itVk*r : - _- I : I 11�1,>"';�., � "., � - 1� _:�Z"�.!�7�-7, IF13112, �tested In accordance with CSA 1\ ,\ 13Does Not �;DESIGN TEAM: , � ,�,k J:� ,A\,��!. 1111'�zzl�,'1, 403,14 result of< � , ,,',',',',,�, ,:' . � , : :cfm/100 ft2 across the system or - - 'handlers,are located witl M-ow CAAW�Sha I t��fIllod by ibutlawt%t" � I I X" , "', 1, 11 i", ,�, T,,� 11 855.1.Potable water-side I [FI4)1 11 jF Wr P 1"'"eavito's k, ,�. '11 I,� I , ,� "" ,"� il 'T� ,'�!,!'I I 1z, ,'-r1NotObservibIe � l Does Not On l.�Ultliib.otadat WODMA TO 010#vOftblit ; I I .I '. ,I I, Ill ,% ",: �z , ;<oe3,cfmf1OO ft2 without air ; �cclndlticlned space, ,., I � Antonio Gabrielle, Assoc. AlA, MSAUD I� . �. 4, , -11� ,\\' \jQ\,,�,,,;�pressure loss'of drain water heat :� , ,,,'" "Z' ,�� ,'\',,,R ,�'��,!,R��,`Oltlot Applicable -' I 'nNcii Observable � - tov*,txwe, I � ' \ \ \ I 'k , I I �11�1 I I � . I 11 R ry units<3 psi for � ,,", I , I,' 11 41 - :��i UNPIN\,'r e c o v,a ,, , , �_ .1 ihandler@25ftforrough-In ; i , I - ,\, ,,Tagg,-, ' ,i,�,�. ,z _:, - z�, , � , ; I ', I , F .. I i I 11. I I I 'i z,,��,I ft'u I to one ' , _,.z ' ,ONot Applicable '- � I . 'k Matthew Busch, AlA NCARB 11M,% � 4 1 .\ Mindividuatunits'connected ��"""�, �� "�"',z I� M m�q sholk to pmvidw beuwato the watio We' 1 .4�11 1 �I if ,,�, \%" I I, " ' ' ' , :� - I .�., I'll,�Z'11 t��'. 1, I I I I t . �, ,� ,� ,,,,1111�,�,�� I �I ,,,� I'It, I I � " , to _ � " , � � � �� I ��, , � i "\ Matthew Lung, AlA NCARB � :�11�'�%7,��'', , 11 ,tests,verification may need to, , It Ax'"urwami, "".,,, " V�,_�,,::', � � \�\M,1,,,_ ,� I or two showem Potable we A ection. ': i � I 4 I :occur during Framing Insp . (",fti , � ,, ' r- ,,,�,,-,:,, �-��-, , g,'�� , , ��_\4�,,' loss ,, ', , _1'7TT'iV1,T" �......'[�Mplj " , `�,-��,��,%, , , �%,I :1 , \, -l" ,�, � z"""', � 403.3,2.1 Air handler leakage designated 1` 1, I es ',Requirement will be met "I , �" ,I W� \'I I I I�\%�\ 0 "',`� ,, �11 .","I I !, 1� I .1 I ,,,� I . I "�l N,'ht flmrt,��watl items"I%"ftff.rt�Imulittlo�m tho w1keng L . I , \, \k ,std presture Of drain water ,,"I" ,, , I I I I 11 11 11--1 11__ �` _� "' L ". i , , wat I vi,vve,y units<2 psi for V I "I � I I [FI2411 1by manufacturer at<-2%of . 11, I '13mes Not I Wevwl l'chtl" . - ,t� I I�� ," 4A r I I�iT--i,z�-l, i,".1," "", �,.,. JN� to i.the laosd4n " \ I � ka,'�'" � I tiviem,-ml.pe,hall be W,aw I.Ow""OIL awmat"I"I'VI,Owl"ObOttantlir W101 ,� "", , I I \��z," I I � "�I . ,AMW* ''I,", � I 11 \'\N'\\\\ Indivi uat units Connected to ,,,, , ,,,��,1 I" , , I \�, -1 1 ,,�`�-: ",",1, 3,1, : ,�� ,I I �I-1, I � I "', ,�,� ` I I � ,,:: , ,-, . "� ,�,', " " _� , � I "I - , �, design air flow. � I T r7Ai "I , L, 1�1 I :z,� � - I I I , I **! l �� . ' ..._z, ,I 1, I . , :�,",:�_",!ONOI: ftn 0-1mi"sittlit b,t,60 rit,a*W ft~d ! .� ,., �, F I �_ I I __ , � � "i , ill, I OWNER: . , three or more Showers. I'll czl , ,",I � � , Observable : , , I . , .1 , , � � . Ill " ... ,,, " ,1 � I I , _ , ", 1�� 1\�!\1\41a �� t , � ,� ., Z ,,��,t,'�'�i,,,ti-!ONotApplicabI - ' W,t,,RW,40UMbir%0"Teftrv,all�.- , , lf*�" � ; , . . � i , , 4U4.1 ;90w or more of permanent I -A, ��,,,', ,�'z , �:S- , �\PW � Z I 1�0 ;Requirement will be met I � " e , :I'll,l.... .��, , `,,� � T" .,� �11 I I �11� ,, Compiles I" I 11 �I I - ,", IT� 'I �, . Cade Culver I N,_btrt0Ar4.1"',g impt,wt"04koatiot'ailittladlycottia"Mio I k,I � "Z , I � -, 'i "--,, , ,�[�Jcompll i W-1 11 �, I 1 xtures have high effffkkaqcy tamps. I . , :�, � 4 l I 1"", "',"'," I g,Q, `� , '' ,� es i �11 I I'll ", � I ', ,,, � "I 11� ,"T,'�� . , , � """"'T, � -7-RIr I I W I 1,, � ,, , " �. �' ,� "', " I ,�''T""'!, . � 19,F" _,�" , ,,,, � . l .1, ' OTT 11 Programmable thermostats I � ,Requirement will be met o"allat'k,10-"I"ok"d I'T"Ind pip"_d " , I fl : � �� "I [FI6]1 �� . , ,�l I . I I � Z� "�. .E]Doeg Not � I I I � I I I ��, � . I Q\w Installed for to I , 1� e ,,vl,v,g, L_L:.� 1, l * , � ,� i! I Z I \� '��'�ONot Observable . if I ntrof of primary. � I E]Does Not * I i 1:. z 11 ,\�l 11 y *� ,'f' email: cadeculver@gmail.com il , :` � I I %� " ,: I I ,,�,, , , ': , " , I I ,,11 ,� �11� I _ I� z, D%q I , z l�"I'I� � r � � heating and c I �I �,� 11 �111\111" �� , , �� :" I I , I : ,:','��,,�",'," , ",," t � - ,,� i , �at r�\ I I'l_,� I � z - o�oling systems and : , � :., '1�I, ", , 1.- - I*', , , -I ., I�',, . �1 I � " - 'C � I" � �" ,,,,,,,I � ."ONotApplicable, ; , : ,, I 'i ONot Observable 1, Till all twliplinll.,�-d a Q,,te�,.an A,tiacimt to ' I , , . ',.�J� ";: I:� - " "',",,,i,initla Ity set by ��,� , Aub0,.A.all sl�,S,l�di.bg$Jlo�wp,v.�the4lfrmtm h*.titts ar.1 WIT%tt,411 l , �' , , , "I - fuel gas lightin I: , "I"., I 1� ","' 1� I'� I � "" L i '_:,,� �`, �I'll,I...1� : I manufactuverto "? � ' ft"i0l"ll-liatentov 1114.27 11A,_ "I , � - _� - ,""I , "I . 11 I I I \ ,�, " 11 Z I 1� ,�OC,omplles :Requirement will be met. ,I code specificatto z : 11 I'll �,'," , ,l,dT.N, Wmulawi ,11 "'' 111111 .",�111 - �" - � , , , 11 �k\", 1, ", 1� , ," I ....�, 11 I 11 11 I " 1111mil J I. ,�w I I h]o g Systems have I 11 "44W'4 ns, I :1�� 4,,,,s .,, ONot Applicable !h., _'' 4b I I �I .......... � 11 �1,1' �,, I , I , Z - z, Inct continuous pilot light. 11 � 11. I 1. �,\ '%it.� I ","11 (", �-� 0` .,�k", oDoes Not I 1 I . . I , I%- -- ' , , , � 0complies ;Requirement will be met. � - * I ___ - ":;,`�� , . , �,� �',,"',t , �,,�\m�"T,, " �I 'iElDoes Not 11 I I ".,,�,,,,, I 9-t", " , � �� - , , � __ ,; �'�"- _,,,,�_- 11 ,,� , " ", 1"I tt,�ft,,,Mkm tw�&0,alt�walrd Ito'"Oloft to: : � � ,� z "- 0, .z� � I ":l 11 I Z",""."2, ,Ti,z"��,��,;� _ � ,, ,A �, t i�, ,� : ,�,- ,�,! , \, "�, .11 I ,,, � I " , � ,, ,. �, ,,. ",,, , ,, , ol,,,,i,,l WA, � i '�� ,,kkk"�i.1,, " � ,�Zz. ,''. . � ADDRESS: I ��, ; � I I M� " -,_�`+ "znNot Applicable ,, `100,,,�, "" �0% 13INot Observable ,, � ,\, , Z I � I � I 11......_ :l ,, I � I l-WWd. , l - , I I �`,,,�, , , ,,,i I I I �4 ,,\ , , ,`,\,\��Z, ,i�C,',� I zi�� . I ,"�.,�,, , Nll I , 11 I"4 , \ , "', Xt '�� " I I 1. . 1� � learview Ave 1, , I � L'%_, I I . I - , , .,�l,�z" " 1� I, oft"ft , , , " , ,��z� , I . � I : v",,� ,!, CO I �"� , 1,,`3 I Z Z I � KWIVO"tboTal'thotiatmo motiou"O.Mal ti ,, T,',�� o mplies , fili ' '�`i';"'-��'�`z - , , , i�V " "t I ,� �4� - . :'7,�,�\�\� , , z" � "I � 1 40,1.2 �!Heat pump thermostatInstatted , A atlpt,l.,ua : � ,,,I ,,,, I �1.�, '�,�,, "" I ",'�,;,� ," ��"', ,,�,, , , Th�A,t-i,,r%OlAll"smoolimt W"'ll]�",k.l To � , "'k' ` * 401, "',[]Not Observable � JfI1012. �Ionheatpumps, : .�, ,f��,4"i�i i�.',',��':Z�" . I I I I I . , I ,, � � I I 1:, i '. T � Conn I , � , 401�3,z ficate posted. - � 'Y", I , , , , ONot Applicable �1_ , _', . I 11 ,� - I " ,i'' _ I .. - \:'' ,, , ,, Fl, \\ pf;afte tertl . ;�,,'�' �,�` , "' �� " DDoes Not 11 ,", . I � " I'., .........".... IKl<,T,t1f1brM1 .,,,�l,"�f.Obou,�Wdtozhksubkwwd"o� . ti x 't'�`; "�"" ' �"� ' .,� ,,,,',I 403�11 . 1,i Circulating service hot water P ,�_ � I � be met. "% �,� -,�"�!'�, ", � " ��,,, , � , � I �,l ',UComplies ,,Requirement witt . * , , \%&q�\q " - �� I I'll, V�,11 systems Ill I Z: . I 11, "'. 13 -Noled To""Itti Nit vn�uani Southold, NY 11971 � 1� ::� --- �I 1,-z". l I 1, ;"\�%!1� _'��, Does Not 11 wf*,"ft'd to be I \11, _0 \ \ I 111"\', �`,4 ble " 11 � I eve automatic or I .. I : , , , : t 1� �'l . __ "', LjNot observe ,I ,Z� '�, �I .1 owl 0 ty b�$"*a tMA t,,amt"mot's womftwoko, I � _,�_,� ,I, �Z h I " ��"', I � ,,�' �,,,, "�, 11\11 I I �, �(,f"4,,I&iW!,l,,loelI � 1, I � I z�":� .1 ", I . by,"_,V,x1u,ff.(Aulking�,orht,T afttO. TITLE: 11 :� " ,� ,Z-'� ,'�,I" * I "r, 11 ,,,�tWOt,�, " I " , z � I ,��, I 1,1"11' , , 11&0�_ �`-,�_`'""ONot Applicable ' St`0lM`T$10ha-be Iwo Rt to 10aw"T"M" � I , ,, \��,�-,,,I , �,T,,., . t , �� - , ._ �� plt.k��,to�,platftA,14w,%IKW".Ift', ; � - 11 I l_`I I I "` \\\ ^ ,�I 'I -"', I ': ,,,, ' "" I 1�"'i'll"i 11 Z_:I 11 Z I�\,�,\,?,\�%fri�\','%%', , "\"",,�,,,�"""�,,-,,,.,,,,,�,,��,,,,�".','-',',: tFI , :"" ,,, Ii r �,,. � IM ,, I,accessible manual controls. Z�11 " T\\"� It"'.,o",l, � ,�z,`,04ot Applicable , Mhft" , �, [Not Observable � � . - __ i I ENERGY CODE ANALYSIS rier I) 1��]Medium Impact(Tier 2) � ici(Tier 1) . [EMedium Impact(Tier 2) [\',' ILowimeact(Tier3) I . 1. i I I Project title:PHO48 Report clate� 11/68121 Project Title-.PHO48 Report date� 11/68121 ,. .I �I—.... '�.�, I �1, I 1. 11 ; SCALE: DATE: DRAWN: CHECKED: Data fillentime,*: . 'fage.9 of`10 Date fileha(ne* 11 Page 8 of`10 . 12" = V-0" 2021.09.16 MB MBIML PROJECT NO: DRAWING NO: REVISION: PHO48 EN-001 I I �,LtROE NiA I -----J�111 cT I - h Fr CU d IV4 ------,),' _ .& ,000^��., gmpw%l AP, ONO"" A OF""" ��, �A AV LVJ FF J �1 U I E U I 11 I 1�z Z_,��,/ *� . i , . � . PROJECT NAME: Addition and Alterations at Culver Residence DESIGN TEAM: T NA n ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT / r LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAWS. ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR 4 IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. T �m t� w ARCHITECT OF RECORD: f r MATTHEW CHARLES BUSCH NYS LICENSE NO. 042983 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE. NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND ' E OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION THE; DAT OF THE ALTERATION. _a { D 295 y 1 <: s r e r a G' ,r � aa, u ,! rr m I s t: h r r <, ✓ / / r rs, 4 / y x i f , < � N w «,. ,,r �<r,� ,.✓, :.r r�r,,, r:��<eey;��'`�// d � .: f?' �^ xsar�°�� ,`�m, a�ar.'._.,✓ r y s: SHEET NOTES: s e't i k ; r y m. _ APPROVED Y �o as NOTED r 4 *j,1■ V T ' � w,�, � �� ■lv- �� E, B.P.#� I ,_ Y BUILDING k, r,. / I 1 Y N F k i t 51 TO 4 PM THE 8 AM FOR y, . NSPECT e Y..'6.,5 ,. ,. /,H .,.✓, ,. u ,. ,,, _ .r�7 r /'! „:- , 'Oi, - ,,,.. ,fr.; / ,/ .v./l,r„£.. e Nm .Ns( FOUNDATION _ AT ION TW REQUIRED r CONCRETE 1 , , � s MIN MEIN t, ION A F r N1 CONSTRUCTION MUST .F FOR C. O. ALL,.. r CONSTRUCTION THE .r REQUIREMENTS S OF THE CODES r, h, YORK STATE. � NEW a � �3 k., ,F1✓-. NOT S r' u�. g CONSTRUCTION E DESIGN ERRORS. r b 3 m / O / �i / � t ' r i b � r, € ^f 4 NOV 15 202, BUILDING DEPT TOWN OF SOUTHOLD C0fViPLY WF H ALL CaOD S OF PROPOSED DESIGN :NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ® SOUTHOLD TOWN ZBA REV: DESCRIPTION: BY: DATE: ion e r i o n u ver e �7hW1�D TOWN PLANNINBOARD 6 FILING SET TO OWNER PH 11.09.2021 I ' -` ._. S"OLD TOM TRUSTEES , + DEC EXTERIOR BID SET PH 11.03.2021 N 'S' 4� 4 SITE PLAN TO SURVEYOR PH 10.09.2021 ®�?aS 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 I Clearview Ave Fire Separation 2 SCHEMATIC DESIGN REV TO OWNER PH 09,20.2021 Wails2060 required as �°�' 1 SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 LOCATION MAP IAP �(+� e t�I lS lso € SCHEMATIC DESIGN TO OWNER PH 09.13.2021 1AUSt p $ a peY Southold �, an Code EXISTING CONDITIONS TO OWNER PH 09.13.2021 2cr�ig for Southold � �I� pil11 , f Sner RETAIN STORM WATER RUNOFF STATUS: Issued for Filing LOCATION OF SUBJECT PROPERTY PURSUANT TO CHAPTER 236 t&0 01= 1 THE TOWN CODE. � r dd'�o3 PartiHaus SCHEDULE OF DRAWINGS APPLICABLE CODES r S;n t� Design LLC ty t PLUI!llEEf� �-r`;YrC ' S16.429.1 122 A-001 TITLE SHEET ALL WORK SHALL COMPLY TO THE RESIDENTIAL CODE 2020 OF NEW YORK STATE (IRC 2020 AS ADOPTED BY NYS) AND CH _R II OF THAT ,... ' f` �d[` x. ,r,+ ¢' . ON LEAD CC) 261 5 Union Blvd CODE, THE NEW YORK STATE ENERGY CONSERVATION CODE 2020 (IECC 2018 AS ADOPTED BY NYS), ANY AND ALL APPLI CA-?'._E LOCAL. CODES, � �" � CERTIFICATE OF OCCUt='Ar��C'= A-010 DESIGN CRITERIA Islip, NY, 1 1 751 A-011 GENERAL NOTES AND SPECIFICATIONS AND THE NATIONAL ELECTRIC CODE (LATEST EDITION). ( info@ arti.haus SOLDER USED IN WATER p 4-050 PROPOSED SITE PLAN AND ZONING ANALYSIS STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2020 IRC SECTION R301 Sd1PpLYSYSTEM CANNOT www.parti.haus A-060 EXISTING CONDITIONS/DEMOLITION PLAN ,ALL STRUCTURAL WOOD FRAMING SHALL BE DOUGLAS FIR #1 OR BETTER AND HEM FIR #1 OR BETTER. �� /- � `r EXCEED 2110 OF 1% LEAD. A-100 PROPOSED FOUNDATION PLAN r DESIGN TEAM: >r; Antonio Gabriele, Assoc. AIA, MSAUD r A-101 PROPOSED FIRST FLOOR PLAN �' , m / All exterior lighting Matthew Busch, AIA NCARB A-102 PROPOSED REFLECTED CEILING, LIGHTING, & ELECTRICAL PLAN `� �� Installed,replaced. or Matthew Lung, AIA NCARB DESCRIPTION OF WORK � � A-103 PROPOSED ROOF PLAN �r�� m b � � �° �� ' '� repaired shall conform A-300 PROPOSED ELEVATIONS to+Chapter172 OWNER: �� Cade Culver PROPOSED I STORY ADDITION ADDITION OF APPRX. 1006 GROSS SF TO of the Town Code email: cadeculverC�gmail.com A-301 PROPOSED ELEVATIONS EXISTING SINGLE FAMILY RESIDENCE. �� A A-401 BUILDING SECTIONS c f sy. �i � � �� , "� cif� � m � �� A-500 ARCHITECTURAL DETAILS & SCHEDULES `� ADDRESS: ruF, 2060 Clearview Ave A-501 ANCHORAGE DETAILS AND LOAD PATH DIAGRAM BOARD O F H EALTL.� a` `/ �� " rb �� Southold, NY 11971 A-502 TYPICAL WALL SECTIONS �s �`q��r� � � A-503 FIREPLACE DETAILS SUFFOLK COUNTY DEPARTMENT OF HEALTH (SCDH) SHALL NOT BE REQUIRED FOR THIS TITLE:: .x r„� �� TITLE SHEET EN-001 ENERGY CODE ANALYSIS ` PROJECT, EXISTING 1000 GAL. SEPTIC SYSTEM W/ (5) POOLS SHALL BE ADEQUATE FOR j 9 ry�p �ry q PROPOSED (3) BEDROOM RESDIENCE. BEDROOM COUNT TABLULATED PER GUIDANCE � �s, �� APR 1 8 LU2G J _wW_,� _ __� _w_____ _ w . � � � � SCALE: DATE DRAWN: CHECKED: i MEMORANDUM #19 ISSUED 4/12/2005 BY SCDHS. w� -' --- � �< A� s� nap r Derr for ar r?ar rc 12" = "-0" 2021.09.16 MB MB/ML LDING F 7 sc tJ b it rw B r ItC yC,7 r t 13UI DEP� " PROJECT NO: DRAWING NO: REVISION: "�°OWNOFSOUT-i,-,- PH048 A-001 Jr 47r tS1y,Y soar r,c €s 1}r o "NP „:iaa/,.w.r, w,i her prrtP �.�ufVp data k:a tr a( rr PROJECT NAME: NAILING SCHEDULE AND ATTACHMENT DESIGN CRITERIA STRUCTURAL DESIGN CRITERIA Addition and Alterations at Culver Residence Table 3.1 Nailing Schedule Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure 0 Table A-3.6 Ridge Tension Strap Connection Requirements for Exposure B R301.4 Dead Load DESIGN TEAM: ...... . . ............... Shear Connection Requirements Wind T!ie actual wek;ht.,,of matvrial�'anr!corr-tfur!ion�hirl be cj,,ed for di�tr�rn ir thm dead load of Sefwrp rl%MA 71- A001k Number of Number o F-4 EM A IV �1 -i Box Nails Nail Spacing (Prescriptive Alternative to Table 3.4) (Prescriptive Alternative to Table 3.6) t Joint Description Common Nails ----------- Dead Load Assumptions:Roof Assembly DL 10 psf ROOF FRAMING Wind Speed -----------------___----_ ----_--_-_-_----__ Wind Speed Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3,4A) per rafter 3-second gust(mph) 0 5 1 1 130 4 1 0 8 1 A (see Table 3,01 per joist R301.5 Live Load Ceiling Joist to Top Plate (Toe nailed) (see Table 14A) (See Fieure 11 W5 ,7, 3-�,,d gvt(Mph) 9 130 7 Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.9A) (see Table 19A) each lap Wall (SeeAlowel,11 - T,i e minimum uniformly distributed live load ih a I be as provided iri Table R 01.5, Ceiling Joist Laps over Partitions{face-nailed) (see Table 3,9A) (see Table 3,9A) each lap Rafter/Celling Joist b c N s or 10d Is Collor Tie to Rafter(Face-nailed) (see Table 3,6) (see Table 16) per tie Heigh Roof pilith I R:11-o u er I C ri Its In ea,!�n�,f��I - ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT Spacing in. t 1, d 1 0 ing Joist t C d�-- 1AP LE It 301�S W I iri 1 M U 1A t i N IF ON M,1,Y DI STR 15 UTED L IV r LOADS 6 n tiou no-.per Salta i e foot) Blocking to Rafter(Toe-nailed) I-Rd 2-10d each end ft. LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND It 4 TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS A Rim Board to Rafter(End-nailed) 7-16d 3.16d each end 8 2 2 2 3 16 2 /t12 PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER WALL FaAmiNG 12 10 2/ 2/ 2 3/ 2 /3/ 3 INTELLECTUAL PROPERTY LAWS. Top Plate to Top Plate (Face-nailed) 2-16d' 2-16'd per foot 16 8 14 3 3:12 24, 1?OMI S i S-16d joints-each side ;/z /3 ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR Top Plates at Intersections (Face-nailed) 4-16d 10 3 28 2 3 6 7 Stud to stud (Face-nailed) 2-16d 2-16d 24"oz 8 //3, /3 4 32 3 3 IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO 14 16d c.along edges 1 4 Header to Header(Face-nailed) 16d 16"o 10 -3 3 zl/ y4/ 4 /2 /A// ///2/ PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. Prescriptive limit,,are based on a-,5umptom,in table 14, Top or Bottom Plate to Stud (End-nailed) (see Table 15A) (see Table 3.5A) perstud 12 'Ath P-4 '$a When crifingtolsts;are installed parallel to rafter$,the sum of the tocnaltli in the rafter and Ceiling joist Shall nifrRl Or exceed thetabulated number of nails required. Q i, Pate to Floor}Dist,Bandjolst,Endlialst 2-16d' 2-16d" per foot /3 11V 4 a or blocking(Face-nailed) 24 1 MATTHEW CHARLES BUSCH NYS LICENSE NO. 042983 FLOOR FRAMING_ A Where top plate-to-ridge heights exceed IV,they shalt be adjusted as follows: 28 3 Joist to Sill Girder(Toe-nailed) 4-8d I 4-10d perloist fastened to a 24 too plate, 4A2 32 3 6 I Bottom Ph 7 To avoid splitting,no more than 2 toenails shalt be installed in each side of 3 rafter or ceiling foist when fastened to a 20 top plate or 3 toenail-,in each side when 20 1 ARCHITECT OF RECORD: y 47 1 2 4 , �/ Bridging to Joist(Toe-nailed) 2o Sd 2�10d each end Wall Height 81 1(y 36 �1/ �121 T21 3 3 /1 X711 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS Blocking to Joist(Toe-nailed) 2.8d 2-10d each and Top Plate to Ridge Adjustment factor ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO Blocking Ul Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Height fft) ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH LedgerStep to Seam(Face-nailed) 3-16d 4-16d each joist 10, 1,00 1,00 SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN 2 Pv mqv, lf, ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist is, 1.15 1,25 5:12 2 4 Band Joist to Joist(End-nailed) 3-16d 4-I6d perjoist 2W 1-40 1.50 A la ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND 28 1 2 2 4 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND ---------- 37 2 3 THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION ROOF SHEATHING 36 OF THE ALTERATION. 2/ 3 3 41; Wood$truirturall Panels 8d Uld (see Table 3AD) 12 Diagonal eciard Sheathing 16 y 4 1 1 1 /2 3 1"x6"or 1"X8' 2-8d, 2_10d per support 20 1 2 L ."xlil)"or wider ---------- - 3-8d 3-lod per support 6.12 24 2 12 --------------------- F,ff si;I Pound per�qiiare foot,-0,6479 kPa,I SquAfe inch-6.11;rrin'12,I pntrrid 4.45 N, A/ A 3 Grim CEILING 514EATHING /13/ X,/ X/ 1 7"edge 10'field floot, Sit coolers 5d,:oG[,,s Z4 Gypsum Wallboard 2 2 �4 -D , shall l_t,,capable, a 2 OfIn-ricifind load ArPtiedjvet a Msqwi kinch aroa, W T4 WALL SHEATHING Table 3.5A Top and Bottom Plate to Stud Lateral Connections 2 Exs,%osure B S/1 6 Wood structural Panels Sd led (see Table 3,11) for Wind Loads 12 VI 16 g2 12 114 1), Uninhabiliable ettiics without storage ale those where the cl,.ar he-riht betwef'ri)Oi6i,and f:(hufls is not more than 42 Inches,or whne Ifiere U) are nol lwa or t(us"Psinfith Vveli,Configurations cipalble of a(CV'_nfTl0dfUfnJ an assumed rertanile 42 inches in height by 24 Structural Fiberboard Panels x/2- It ga,galv.roofing nail 3"edge 6"field ------------------ —_----------------------------- --------------------------------------- ------_----_--------- 20 L lnrht�,�In vii(filh,or r rpmv%,within the plan,�of the trusses,This live'104(inc""!not be 0 surfied Act(OnCurterlify with any other live load A I ///Xl/ X11 1 J. 2/ (Prescriptive Alternative to Table 3.5) 7:12-12:12 14 2 (0,120'xI-I/2'Iongx 7/16'head) Wind Speed 28 2 4 3/ 7)�(0,12(r)(I-3,`41ang if 3/8'head) 25/32- 11 ga.galv.roofing nail 3'ed;,e 6"field 3-second gust(Mph) 130 XJ c- 4ndbActu'd Oi;,ir tram" bi�-el-Ogned ftff the unifornify clistribul,ed live load of a lirC•oound f,)ati a,Ongtiver an are,0154 (See Figure 1.1) 36 �3 �/4/1 z GyptumViallboard 5d coolers 5d coolers 7"edge/to"field Stud a if ate connect on rpqu terrient,,s at e perin ite to e mu tip a y 'At ram og no located within -et ul ingcorners, Hardboani Bid 8d (see Table 3.11) Spacing Wall Height(ftl a a r Box N P 2 Tabulated connection requlrcr�rlfs are based on total uplift minus the roof ass,,mbly dead load of 6 psf (0,6 x 10 psf=6 psf)_ Particleboard Panels 8d 8d (see manufacturer) d, A concentrated lead appl^pd in any direction;et,any point along the t,)P, fin.) 3 Tabulated connection mcluirem,,,!ts are based on a 12 inch ridge strap sparing,'a,different ridge strap spicing,multiplythe tabulated values by the l Diagonal Board Sheathing a 2 2 2 2 appropriate multiplier betow L"xti'or 1"x8' 2-8d 2-10d persupport 10 2 e. sr-Section R1,071 far cfs,rks attached to ertarior SHEET NOTES: Ridge Strap Spacing(in.) 4-8 t"xI0'or wider 3-8d 3-10d persupport Multiplier IM 1 133, 1 1.60 1 2,65-T—460 f, Giiafd in Oil'ronlrirjn�ml,,tall thnscl eirr,?pt the hand ail),balusters,a�d parief fil!PF5 511,01 be 6,0q ed to withstand a horizontativ applied FLOOR SHEATHING 2 �2 When the tabulated connection requirements are adjusted for the ridge strap spacing and the number of required nails excf-cfr 7,Table A-16 does r o foot,Thk load need not be a s r,omvd In�-t cone,ra rr,ni!y wilii arty other livi,loi.1 Wood Stnucturall Panels not apply,Use loads from Table 3 6. nor ma I loadrif 5n pw,nd,,on a n area v,,lual to 1 squa 1"or less Rd lod El"edge 117"field /2/ treater than I" 10d 16d 6'edge/12'field 18 2 When the tabulated number of nails required in each end of the strap is equal to I and the framing is attached in accordance with Table 3,1,the ridge i Diagonal board Sheathing 20 21 2 3/ strap and additional nailing Is not required. 9, Unicil attics with Ilm irvill storage qr,are those wh,,re tho cleat hei-sht between joists a rfcF.rafts is 42 Incht-,oar greater,of Where there I"X6*or I"irg" 2-8d 2-10d per support 8 2 2 2 2 r When a collar tie ls'used in lieu of a ridge Strap,the number of 10d common nails required in each end of the collar tie need not exceed the tabulated are two or more adjacent trus ses With Vvp i-,configurations ca pabi�-of accommod,iting an assumed rectangle 42 inclies in height by 24 I"40"orwider 3-8d 3-10d per support 10 2 number of ud common nails in a stept strap,or the number of 17d box nails in each end of the collar tie need not exceed the tabulatpli nutnb-r of inches In wldt�,or�r�,ater,within the Piano of rho triu,,se;, /2 requirements are based on wall sheathing nailed 6 inches on-centerat the panel edge.Alternative nailing schedules shall /, I I 111� - be us'ed where.wall sheathing nailing is reduced.For example,if will sheathing Is nailed 3 Inches on-center at the panel edge to /2/ 10d box nails in a steel strap. 16 14 1-1/4"213 gage ridge Strap shall ofASTNI A653 grade 33 steel or equivalent, The liv.load need only be app!i!to those portions of the 101sts;orltruss bottom rhrird.where at of the toltow"rig condiiiians are met: obtain higher shear capacities,nailing requirements for Structural members shall be doubted,or alternate connectors shall be, 16' 2 2 21 2 7 Forjai*rafter uplift cOnnectior15 V11P a roof spin equal to twice the Jack rafter li�rfgflh.The jack rafter length includrs the,overhang lerigth and the lack used to maintain the load path. 1. Tit ortrrate,a is ar.<'es<-l.,#e from an{)r,>rifnrl Welt less than+20 inches In tvldth kty xil ire.,^s in lenc(th first is loCafed wfa,te€hc When wall sheathing is continuous over connected members,the tabulated Mumberof nails shall be permittedla be reduced to 18 2 2 span. clear height in the otm 1',not less fhan 30 inches. / A 2 1 3 /2,/ 2 11211 2,10 2 1121 2 3 3 12 2 �yv fit",ulred Titiul,!ion depth i,tvss thi-ti*tie jn,_ chod member depth. 24 14 2 2 2 3 3 5 A 6 2 3 71,.-rern wining polfion,,of tio2)oms of truss Faottp,,,chofis s,;,ft be designed for a uniformly dtst.ibioed concurrent five load of not less 18 than It)pown.!q pi r square hi-it, 20 2 I Prescriptive limits are based on assumptions in Table 3.5. h, Cil,',7ir(l U5(-fJ in handrcil and be dejIgried v,;th I safety foci:n of-1.lha shall be applied w each of the load"arfili'-d trit"vi lop r.0,arf",tctile load 0, cmilartothcr,and iciridi are as,0ME'd not to 09-i"m will,any rther liv.?load. P,101.6 Roof Load The roof shill bc,d-fign,d for V��!:;.-hL,d ir,T'jbin 17307 6 or the sflf)",lozij in,F0tpo,irTiA,,l,_,li"T 2,N),v,hicheverjs greater, TA131,F 1101.6 fic,10F 1,fvE WAIDS IN rQUN'r,',FORC�,KR Sct)Afl"FOOT 0'H,111170!� EMOK(liON' Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements Table 3.10 Roof Sheathing Attachment Requirements for Wind Exsosure B Table 3.3.1 Wall and Cladding Attachment Er,,aposure B (Prescriptive Alternative to Table 3,9) Loads Requlrerv�ip.-,t.-for Wind Loads ----------- ------------------- ----------- -------------------- -------------- ----- -----I -----___._,__ I r;;,�-a .____1___1----------------- -------------- ------------------I,--------—-------- Roof Live Load Wind Speed 3-wond gug(mph) Wi 'A tied 20 psf 30 psf is"Figure U), 0 5 1 1 0 210 40 0 1 70 0 1 0 ;fl•re Rafter Fastener Spacing IP/ 1 0 130 S 1 7 RoofS a I /Truss panel Intern. ft a per Na fi 'Ige 17 1 24 1 36 1 12 1 24 1 36 r/f2A 2 /?(6/ Sheathing LOCalfJon Spacing Edges SUW Rafter (in,) (in I (ifij 4rtsA_�,SHEATH G Rafter Slope Required Number of 16d Common or 40dyo Xa �Xrl � o t n FXIA/F I /�� e A A F/r /F 14 V V 1XI E I F I A "�_f F/rEA/rYEJ4 14 V ll,/�V Sparing(in.) 6 12 1` 9 12 3 35 47 3 r,7 6 7 4 Stud Spacing if, I 6 71/ �A if I Nails //I /12 4 4 Sheathing Location' (inches,o.r,) erl` -IrAI;114�17 'B�K/;N';d 3 3 zy/ 12 17 12 6 2 '6 2 6 17 2y /41 3 /4G 47 5. /Irz Interior Zone 16 12 6 6 12 6 2 Al2 X4 16 6 6 It 74 6 12 4 4 9 A Y_ /2". 16 2 4 /3p/ 5 24 f" 6y I Interior Zone 3 3 1, ZO/ 1431 REV: DESCRIPTION: /111 Yr //33/1,7 4/ IX144 5r, 12 3 42 2 1 1 6 12 b 27XX F�lir Sl�I squ�nf,foot�0,0729 n-,I pounj Per 5quayF foat-M479 kPz, BY: DATE: Penmeter Ed,"Zone 16 1 6 12/,6 le -'y 1 1 6 6 21 7 X 6 -_- 11.09.2021 -14/ /2 19.2 1�21 i I R11 P301.7 Deflection SET TO OWNER 6 12 9 �7 V /11/f ;t�J 14 6 12 S G or I Tli e a lkraia bh�d91 P ct i u n e.f any s truc u f a!rn e ln i u e Jr-r the e I ive lo;)d 1115 led in Section!R 3 0 1,5 a nJ R 3.)1,6 or wind loads ds deter m in ed by Section 1,30 1.2 1 5 EXTERIOR BID SET PH t.03.2021 6 21 5 SheathingSize Rafter)Truss5pacin sfiall not exceed the values in,Tab;o R337.7. 2 / 24 (inches,ct,c) 4 SITE PLAN TO SURVEYOR PH 10.09.2021 24 4 4 6 12 'is PACKAGE TO OWNER .27.2021 12-24; 2 12 3 3 4 3 3 4 i 4 4 4, Ix10 or U F 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 r 6 6 2 9 33 3 1 5 6 /7/ 6 W3 1 4 12 1*or I XB Sheathing 3 3 3 7/ 7.12 16 3 3 5 3 4 5 6 12 2 5 7 4 87 1 if, 14 7 At to 19.2 3 4 5 3 4 6 3 6 6 3 44 9 F Nail spacing at panel edges(in.) SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 16 nail 24 3 5 7 3 S 8 4/ 4 4 16/ 1,f," 29 4 sj�/ 5 F Nail spacing at intermediate supports in the panel field(in.) SCHEMATIC DESIGN TO OWNER PH 09.13.2021 3 3 1 zigl/ 22 3 /�2 7" 1 3 Perimeter Edge Zone 6 12 /E2 105 /f2 6 6 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used, EXISTING CONDITIONS TO OWNER PH 09.13.2021 1 1912 �t 53 4 /17 211371, 35 7 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0,42<G<0.49. F l.,,, STATUS: Issued for Filing 3 3 /:(3/f/V1 7 2vi /5 5/1 4/ 6 12 7 /8 2 1 131 52 1 9 3 2 .9 3 For exterior panel siding,gahlanized bay nails Shall be permitted to be substituted for common Palk, 24 6 6 11 5 2 7 4 4 1 3 7 44 sl 9 Ff/ 7 9 3 33 1 -3 IP/30f� 24/ 6/ 8 /50/ - 74/ 4 i2f, /M3n a3M 4 Fastener Sparing /Xlb�, 4/ Gable Endwall Rake or (in.) pit L d rNal PartiHaus 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to Rake Truss with up to 9" 6 59 5�v � azx 1 12 1 resist the applied loads. Rake Overhang 4 39 V44 X1 4�� 6 Design LLC - x�l/'-.x 11-2 464 X-43�1 4 V 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint 3 L_§LL L2;d,Z,J...30..L4Z Z L4- 1,L50Z Z connection requirements shall be permitted to be reduced proportionalfy to the reduction in span, 'EEL 516.429.1122 3 Equivalent connections are required for ceiling joist to ceiling joist tap splice5, Fastener Uplift Capacity"(lbs) 2615 Union Blvd 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. Sheathing Thickness(K) 3/8 16 1 IS/32 1913Z 1 23/32 1 Islip, NY, 11751 Framing Member G 0.42 0,49 0. 2 OA910.4210.49 0.4210.49JOA210,49 L 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. info @parti.haus Im 67 98 63 1 97 1 58 www.part When ceilirg joists or rafter ties are located hi(her in the attic space,no attic storage is assumed,and the tabulated heel joint Sd common - 8 86 connection requirements shall be increased by the following factors: 10d box4 94 1 92 Its at 120 1 77 1 114 1 73 1_108 Not,':t 77 snarl 1,=nj ht. Lhaus Ceiling Height/Top 9 % 106 ------------- ------------- ------------------- F Plate-to-Roof Ridge Heel Joint Connection if, ror tifie;flrpr,5!,of thi, deflection lier.its flPtem,tf rnr1t(-r',to to(-taken as 0-7 times the component and DESIGN TEAM: Adjustment Factors clfid��in�j�ASD)iofld�obt�irv-d Height(Hc/Hn) Antonio Gabrielle, Assoc. AIIA, MSAUD I For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4-foot perimeter edge T la, rrr T 1/2 2.00 zone attachment requirements shall be used, -.r 1, it ke take 11 as 1,ulce I!-ic,length of th+x c6 t-Rever,, Matthew Busch, AIA NCARB 1/3 1.50 2 Minimum capacity of withdrawal and fastener head pult-through is tabulated. Matthew Lung, AIIA NCARB 1/4 1.33 3 Tabulated values include a load duration factor adjustment,Cu=1.6. C. I or alum inure sti Lictura!members,or panels used in tocifs,x wafl,ref sunfoom oJdilion s of pane,revels,not supporting edge of glass or 1/5 1.25 4 Tabulated values for 8d common nails and 10d box nails are applicable to carbon steel nails(bright or galvanized). sandwlcf,panel;,the Inta;fr,�fd def;vrtion shag not tiircevd tf6o Onlirfvou,,sium lnu in st,uctural members supporting wig aftliass,the OWNER: 5 Tabulated valum for RSRS-03 nails art,applicable to carbon steel(bright or galvanized)or stainless steel nails, total ilia shall not exceed 1(!75 fol Pjf�itti SS Ijt,�or 11`65,for the �nflrp lenleh of the rinprn hor,whichever is more stringent, 116 1.20 ,ent,For 1/10 1 1.11 sandwich panels ti--md in rrinf,,o,walls of�tfrtroori ade,'tiorls orrfmdn covers,the total I Inaod deflection Shall not exceedLil 20, Cade Culver Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of I email: cadeculver@gmail.com the top plate-to-roof ridge height,H,,or when He is greater than 2 feet and may require additional consideration. d, for eAtt,nor v.1,7115 will!l inlPrior gyp,,um b,,,ard fi i1sh shall�e limited to an allrilvab;e OpflerVon oflfiiah, a, Ref(-ra S,,,,tion R703,8,2, WINTER DESIGN TEMP NOTES: ADDRESS: F I. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE 2060 Clearview Ave CLIMATICAND GEOGRAPHIC DESIGN CRITERIA PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN MANUAL J CRITERIA REQ1D IN SUBMITTED CALCULATIONS 0 680 F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN Southold, NY 11971 WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN HEATING DAY ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR I DESIGN MATINGTEMPFRATURE TITLE: GROUND FLOOD 2. SYSTEM DESIGN SHALL BE BASED ON MAX 720 F HEATING, HEATING COOLTING CORRECTION DESIGN TEMPERATURE DIFFERENCE DESIGN CRITERIA SNOW LOAD TOPOGRAPHIC SPECIAL WIND BORNE DESIGN FROST LINE DESIGN UNDERLAY HAZARDS FREEZING ANNUAL MINIMUM 750 F COOLING FACTOR TEN11 P C,001ANG, SPEED (MPH) EFFECTS WIND REGION DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP 3. DEGREE DAYS (NY LAGUARDIA) 4811, WINTER DESIGN TEMP 15- F, 108 FT 41" N 150 F 860 F 1.00 700 F 1 750 F 55"F DRY BULB 890 F, WET BULB 750 F (2020 IPC APPENDIX D) SCALE: DRAWN: CHECKED: 4. AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 12" = 1'-0" 2021.09.16 MB MB/ML 20 PSF 130 NO NO YES B SEVERE 3 FEET MODERATE SEE NOTE YES ZONE AE/X 599 51.0 2016, WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B Cooling Temperature 'Wind Velocit� Wind Coincident Wet Bulb Daily Ran e I Winter flunddity Surrimer'Humidity I TO HEAVY (EL.7) ffifference lleatincy I PROJECT NO: DRAWING NO: REVISION: Cooling PH048 �qI17�Aol P2 XX 1�141 t 3/ I I` F 15 MP11 7.5 MPli—F, 720 F mmillm(M) 4W%j 32 GR((e�50%R14 A-01 0 FrPROJECT : on and Alterations atGENERAL CONDITIONS PROJECT SPECIFICATIONS r Residence I. ALL INFORMATION CONTAINED ON THESE DRAWINGS REGARDING EXISTING FACILITIES IS TAKEN FROM DRAWINGS SITEWORK WOOD AND PLASTICS DESIGN TEAM: FINISHES FURNISHED BY THE OWNER OR FIELD OBSERVATIONS. CONTRACTOR IS REQUIRED TO CHECK AND VERIFY ALL INFORMATION IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. HE SHALL NOTIFY THE ARCHITECT IN WRITING I. EXTENT OF NEW CONCRETE WALKS AND LANDSCAPE AREAS DEPICTED ON PLANS IS DIAGRAMATIC. CONTRACTOR SHALL I. ALL WOOD COMING IN CONTACT WITH MASONRY OR SHALL BE PRESSURE TREATED. I. WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD OF ANY DIFFERENCES BETWEEN WHAT IS SHOWN ON THESE DRAWINGS AND FOUND IN ACTUALITY THAT WILL COORDINATE WITH OWNER REGARDING OPTIONS AND FINAL DESIRED LAYOUTS. CLASSIFICATION NOT GREATER THAN 200 WITH A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R302.9 OF THE 2020 MATERIALLY AFFECT THE PROJECT AND OBTAIN THE ARCHITECT'S WRITTEN APPROVAL BEFORE PROCEEDING. 2. FOUNDATION DESIGN IS BASED ON PRESUMPTIVE BEARING CAPACITY OF TWO (2) TONS PER SQUARE FOOT. SUBSURFACE 2. ALL WOOD FRAMING MEMBERS USED IN EXTERIOR APPLICATIONS SHALL BE PRESSURE TREATED. RESIDENTIAL CODE OF NYS. 2. THE WORK SHOWN ON THIS DRAWING AND ACCOMPANYING SPECIFICATION IS INTENDED TO INCLUDE ALL LABOR AND MATERIAL IS PRESUMED TO BE WELL DRAINED SAND AND GRAVEL SHOULD CONDITIONS VARY FROM THAT PRESUMED 3. ALL FRAMING TIMBER AND DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR OR HEM FIR, NO. I GRADE OR BETTER. 2. REGULAR WALLBOARD: PROVIDE TYPE III, GRADE R, CLASS I, 1/2" THICK, EXCEPT AS MAY BE SHOWN OTHERWISE ON MATERIALS NECESSARY TO COMPLETE THE PROJECT IN ITS ENTIRETY, WHETHER SHOWN, DESCRIBED, REASONABLY CONTRACTOR IS TO NOTIFY THE ARCHITECT IMMEDIATELY PRIOR TO PROCEEDING. DRAWINGS. THE IMPLIED, REQUIRED, OR INFERRED. 4. ENGINEERED LUMBER SHALL BE 2.OE MICROLLAM LVL OR EQUAL ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT 3. SHOULD CONDITIONS REQUIRE, PROVIDE SHORING AT EXCAVATIONS AND ELSEWHERE AS REQUIRED PROTECTING 3. FIRE-RETARDANT WALLBOARD: WHERE INDICATED, PROVIDE TYPE III, GRADE X, CLASS I, 5/8', THICK. LIMITED T TEXT) IS TH H DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND E PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS 3. CONTRACTOR SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. WORKMEN, MATERIALS, OTHER PROPERTIES, AND THE PUBLIC. SHORING DESIGN SHALL BE THE RESPONSIBILITY OF THE 5. ALL BOLTS, CLIPS, AND NAILS TO BE HOT DIPPED GALVANIZED. I PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAWS. CONTRACTOR. 4. WATER-RESISTANT WALLBOARD: IN BATH, PROVIDE TYPE VII, ,GRADE W OR X AS REQUIRED, CLASS 2, 1/2" THICK, 4, THE WORK SHALL BE IN CONFORMANCE THE RESIDENTIAL CODE 2020 OF NEW YORK STATE (IRC 2018 AS ADOPTED BY 6. ALL WORK TO BE FORMED, LEVEL, TRUE, AND PLUMB. EXCEPT AS MAY BE SHOWN OTHERWISE ON DRAWING. NYS) AND CHAPTER II OF THAT CODE, THE NEW YORK STATE ENERGY CONSERVATION CODE 2020 (IECC 2018 AS 4. EXCAVATE, BACKFILL, COMPACT AND GRADE THE SITE TO THE ELEVATIONS SHOWN ON THE DRAWINGS, AND/OR AS ANY UNAUTHORISED REPRODUCTION OR COPYING DESIGN OR IMAGES FEATURED IN THIS DRAWING SET AND BELOLO THENGING TO ADOPTED BY NYS), ANY AND ALL APPLICABLE LOCAL CODES, AND THE NATIONAL ELECTRIC CODE (LATEST EDITION). REQUIRED TO MEET THE DESIGN INTENT AND TO DIRECT RUNOFF AWAY FROM STRUCTURES. 7. FRAMING COMPONENTS AND WOOD STRUCTURAL PANEL SHEATHING AND SHALL BE FASTENED IN ACCORDANCE WITH 5. CEMENT BOARD, PROVIDE ON WALL IN AREAS SLATED TO RECEIVE WALL TILE. PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. TABLES R602.30) THROUGH R602.3(4) OF THE 2020 RESIDENTIAL CODE OF NYS. 1 5. ALL PERMITS SHALL BE SECURED BY AND AT THE EXPENSE OF THE CONTRACTOR WHO SHALL GIVE ALL NOTICES 5. BACKFILLING SHALL TAKE PLACE ONLY AFTER ADEQUATE BRACING OF FOUNDATION WALLS IS IN PLACE. 6. CORNER BEADS: PROVIDE ANGLE SHAPES WITH WINGS NOT LESS THAN I" WIDE, AND PERFORATED FOR NAILING AND REQUIRED BY LAW AS WELL AS PERFORM ALL TESTING AND INSPECTIONS, UNLESS OTHERWISE NOTED. NO WORK SHALL 8. CONNECTIONS FOR CEILING JOISTS AND RAFTERS SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING JOINT TREATMENT. ARCHITECT OF RECORD: MATTHESTART UNTIL THE BUILDINGS DEPARTMENT APPROVAL IS OBTAINED AND A BUILDING PERMIT ISSUED. IN ALL CASES, 6. PROVIDE ONLY CLEAN BACKFILL MATERIAL. SCHEDULES PROVIDED IN THESE CONSTRUCTION DOCUMENTS. NYS LICENSE SE NO. 0 BUSCH THE MOST RESTRICTIVE LIMITATION OF ANY APPLICABLE REQUIREMENTS SHALL BE FOLLOWED BY THE CONTRACTOR. NYS LICENSE No. o4z983 7. TAPE AND SPACKLE (3 COATS) WALL BOARD FREE OF IRREGULRITIES. 7. CONTRACTOR TO MARK OUT ALL EXISTING UNDERGROUND UTILITIES PRIOR TO START OF WORK. IF EXISTING UTILITIES 9. PROVIDE TIE DOWNS AND STRAPPING AT ROOF RAFTERS AND ELSEWHERE AS INDICATED ON PLANS. I 6. ACCESS TO ALL AREAS OF THE BUILDING, CONSTRUCTION OPERATIONS AND UTILITY SHUTDOWNS SHALL BE ARE FOUND TO INTERFERE WITH THE PERMANENT FACILITIES BEING CONSTRUCTED, IMMEDIATELY NOTIFY THE OWNER 8. PRIME AND PAINT WALLS AND CEILINGS COLORS/ FINISH AS SELECTS BY OWNER. BENJAMIN MOORE OR APPROVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTINIC UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO COORDINATED WITH THE OWNER. AND SECURE THEIR INSTRUCTIONS. 10. PROVIDE FRAMING ANCHORS / HANGERS APPROPRIATELY SIZED AND FASTENED PER MANUFACTURER FOR ALL FLUSH EQUAL. ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH CONNECTIONS. IT ARCHITECT EM BEAR NG THESEAL OF AN ARC I N ARCHITECT IS ALTERED, THE 7. ALL EXITS SHALL BE KEPT READILY AVAILABLE AND UNOBSTRUCTED AT ALL TIMES. CONCRETE 9. PROVIDE AND FINISH BASE, DOOR AND WINDOW TRIMS THROUGHOUT WORK AREA. ALTERING ARCHITECT SHALL AFFIX To HIS ITEM THE SEAL AND 11. NOTCHING OR BORING OF JOISTS AND RAFTERS SHALL CONFORM TO THE REQUIREMENTS OF THE WFCM OR PER THE ! THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND 8. DO NOT DETERMINE DIMENSIONS BY SCALING DRAWINGS. ALL CONSTRUCTION DIMENSIONS AND DETAILS SHALL I. PROVIDE CAST-IN-PLACE CONCRETE, INCLUDING FORMWORK AND REINFORCEMENT, AS REQUIRED TO COMPLETE THE MANUFACTURERS REQUIREMENTS FOR ENGINEERED LUMBER. 10. COORDINATE WITH OWNER REGARDING REQUIREMENTS FOR ALL FLOORING MATERIALS TRIM MATERIAL THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION CONCUR WITH AND BE DETERMINED FROM THESE DRAWINGS. IF ANY REQUIRED DIMENSIONS ARE NOT INDICATED, DO CONSTRUCTION SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. FINISHES. SAND OF THE ALTERATION. NOT PROCEED WITHOUT REQUESTING IN WRITING FROM ARCHITECT. 12. PROVIDE HANG ROD & SHELF IN ALL COAT CLOSETS AND BEDROOM CLOSETS. PROVIDE 5 SHELVES, FULL DEPTH, IN j 2. COMPLY WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED HEREIN. PANTRY AND LINEN CLOSETS. MECHANICAL ! 9. LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL, REPETITIVE FEATURES NOT COMPLETELY DESCRIBED AND/OR 1 .��REDC DETAILED SHALL BE CONSTRUCTED IN ACCORDANCE WITH CORRESPONDING FEATURES THAT ARE COMPLETELY 3. PROVIDE TRANSIT-MIX CONCRETE COMPLYING WITH ASTM C94. COMPRESSIVE STRENGTHS TO BE A MIN. OF 5000 PSI 13. WINDOW & DOOR CASINGS- PROVIDE 2" NOMINAL WOOD CASING, PROFILE AS SELECTED BY OWNER, 1 MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE 2020 RESIDENTIAL CODE DESCRIBED OR DETAILED. AT 28 DAYS. PROVIDE CERTIFICATIONS TO OWNER. OF NYS 14. BASE MOLDINGS- PROVIDE 6" NOMINAL WOOD BASE MOULDING, PROFILE AS SELECTED BY OWNER. 10. ALL CONDITIONS LAYOUTS, ETC. LABELED AS 'TYPICAL' INDICATE THE WORK TO BE EXECUTED FOR ALL SIMILAR 4. TEMPERATURE IS TO BE A MIN. OF 45 DEGREES F. FOR THE DAY OF AND FOR FIVE DAYS AFTER POUR OR SUBMIT 2. COORDINATE WITH OWNER REGARDING MECHANICAL SYSTEM SELECTIONS. CACONDITIONS. PLANS FOR PROTECTING CONCRETE. THERMAL AND MOISTURE PROTECTION ,,� ELECTRICAL " 9 11. THE OWNER RESERVES THE RIGHT TO DELIVER, PLACE AND INSTALL EQUIPMENT AND FURNISHINGS AS THE WORK 5. PROVIDE REINFORCEMENT OF TYPES SHOWN ON THE DRAWINGS, AND COMPLY WITH ASTM 615, GRADE 40, UNLESS I. IN ALL FRAMED WALLS FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A PROGRESSES, AS LONG AS THERE IS NO INTERFERENCE WITH THE WORK OF THE CONTRACTORS. OTHERWISE INDICATED. NOIULATION INDICATED ON PLANS TO REMAIN OR OTHERWISE SERVICING ADJACENT SPACES.APOR RETARDER SHALL BE INSTALLED OR BE INTEGRAL ON THE WARM-IN-WINTER SIDE OF THE I. DEMOLITION - REMOVE ALL EXISTING ELECTRICAL DEVICES, CONDUITS AND WIRING IN THE WORK AREA(S) NOT �'9�, 042983 yO� 12. ALL DIMENSIONS ARE ACTUAL EXCEPT DIMENSIONS OF CONCRETE MASONRY, BRICK UNITS AND DRYWALL PARTITIONS 6. CONSOLIDATE CONCRETE IN ACCORDANCE WITH ACI 309. i OF NE`� WHICH ARE NOMINAL. 2. INSULATION SHALL NOT HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 WITH A SMOKE-DEVELOPED INDEX OF 2. ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED 4ACCORDANCE WITH CHAPTERS 34-43 OF THE 2020 7. PROVIDE CONCRETE THAT IS DENSE AND FREE FROM HONEYCOMB AND OTHER DEFECTS. NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R302.10.1 OF THE 2020 RESIDENTIAL CODE OF NYS. RESIDENTIAL CODE OF NYS. 1 13. CONTRACTOR SHALL FURNISH AND INSTALL ANGLES, STRUTS, BRACKETS, TOGGLES, EYE BOLTS AND ALL ACCESSORIES REQUIRED TO PROPERLY SUPPORT BRACE AND/OR REINFORCE ALL FINISHES, FRAMES, EQUIPMENT, ETC. 8. LEAVE SLAB SURFACES THAT ARE FREE FROM TROWEL MARKS, UNIFORM IN APPEARANCE, WITH A SURFACE PLANE 3. ROOF SHINGLES SHALL BE 320# FIBERGLASS AS SELECTED BY OWNER SHALL BE INSTALLED IN ACCORDANCE WITH 3. COORDINATE WITH OWNER REGARDING SELECTION AND PROVISIONS FOR ALL LIGHTING FIXTURES AND LOCATIONS. SHEET NOTES: TOLERANCE NOT EXCEEDING 1/8" IN 10'-0" WHEN TESTED WITH A 10' STRAIGHTEDGE. SECTION R905.2 OF THE 2020 RESIDENTIAL CODE OF NYS. 1 14. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THEREQUIREMENTS I , 4. PROVIDE HARDWIRED, INTERCONNECTED COMBINATION SMOKE AND CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP AND REQUIREMENTS OF ALL GOVERNING AND REGULATORY AUTHORITIES HAVING JURISDICTION. 9. PLACE WELDED WIRE FABRIC CONFORMING TO ASTM A185 (6X6-IOXIO) LAPPED 6" SIDE AND ENDS SECURELY TIED 4. FLASH ALL OPENINGS IN ROOFS AND EXTERIOR WALLS AT ROOF VALLEYS, CHIMNEYS AND ALL ROOF/ WALL IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING;AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM (AND TOGETHER. INTERSECTIONS. ONE IN EACH ADDITIONAL STORY INCLUDING BASEMENT WHEN APPLICABLE). 15. ALL WALLS AND/OR PARTITIONS SHALL EXTEND FROM FLOOR TO UNDERSIDE OF CONSTRUCTION ABOVE, UNLESS OTHERWISE NOTED. 10. PLACE CONCRETE SLABS ON SOIL COMPACTED TO 95% MIN. WITH 4" POROUS FILL FILL EXCESS CUTS WITH CONCRETE. 5. CAULK ALL OPENINGS AND JOINTS IN EXTERIOR WALLS, COLOR AS SELECTED BY ARCHITECT. 5. COORDINATE TELEPHONE, TELEVISION AND DATA CABLING REQUIREMENTS WITH OWNER. REMOVE FOREIGN MATTER AND AVOID SEGREGATION AS MUCH AS POSSIBLE. FOOTINGS SHALL HAVE A MINIMUM OF 3'-0" 16. PARTITIONS SHALL BE CONTINUOUS SURROUNDING BUILT-IN EQUIPMENT . FURNISH NECESSARY ANGLES, HANGERS, COVER. 6. PROVIDE 36" WIDE ICE BARRIER AT EAVES CONSISTING OF SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET. PLUMBING ETC., TO COMPLETE INSTALLATION. I 11. PLACE FOOTINGS ON UNDISTURBED, VIRGIN SOIL TO A MINIMUM DEPTH OF 3'-0" BELOW ADJACENT GRADE. 7. PROVIDE SIDING SAMPLES FOR SELECTION FROM MANUFACTURER'S FULL INVENTORY, COLOR AND STYLE AS SELECTED I. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-33 OF THE 2020 RESIDENTIAL CODE 17. CONTRACTOR SHALL INSTALL ALL CEILING, AND WALL ACCESS DOORS SPECIFIED AND AS REQUIRED FOR MECHANICAL BY ARCHITECT. OF NYS. TRADES. 12. SLABS THAT ARE 3 1/2" TO 4" THICK SHALL RECEIVE A 6 MIL VAPOR BARRIER AND STEEL TROWEL FINISH. SLABS THAT ARE 2" THICK WILL RECEIVE A 4 MIL VAPOR BARRIER AND WOOD FLOAT FINISH. 8. RIGID INSULATION TO BE OWE,')' CORNING FOAMULAR 400 EXTRUDED POLYSTYRENE (XPS) RIGID FOAM INSULATION, 2. DEMOLITION - REMOVE EXISTING PLUMBING FIXTURES & PIPING IN THE WORKAREA. AREA(S) NOT INDICATED ON PLANS 18. THE PLUMBING AND ELECTRICAL WORK SHOWN ON THE ARCHITECTURAL DRAWINGS ARE TO BE CONSIDERED MIN. R-5 PER INCH; OR APPROVED EQUAL TO REMAIN. I SCHEMATIC ONLY AND ARE TO INDICATE THE FUNCTIONAL USE OF THE SPACES. MASONRY I 9. MAINTAIN A MINIMUM I" AIR SPACE BETWEEN INSULATION AND ROOF SHEATING PROVIDING FREE VENTILATION FROM 3. COORDINATE WITH OWNER REGARDING PLUMBING FIXTURE SELECTIONS. 19. ALL NEW PIPING AND ELECTRICAL CONDUITS SHALL BE CONCEALED WITHIN PARTITIONS AND CEILING WHEN INSTALLED 1. MASONRY UNITS SHALL BE EXTERIOR GRADE CONCRETE UNITS - HOLLOW LOAD BEARING TO MEET ASTM-C 90, SET SOFFIT TO RIDGE. PROVIDE BAFFLES AS REQUIRED TO MAINTAIN REQUIRED AIR FLOW. WITHIN HABITABLE OCCUPIABLE SPACES. PLUMB, LEVEL, AND TRUE IN MORTAR BED ON BOTH FACE SHELLS AND WEBS WITH TOOLED JOINTS. DO NOT LAY IN 4. PROVIDE NEW GUTTERS AND LEADERS WITH LEAF GUARDS THROUGHOUT. FREEZING WEATHER, OR WHEN FROST IS EXPECTED FOR48 HOURS. LAY IN RUNNING BOND. DOORS AND WINDOWS 20. ALL GYPSUM WALL BOARD DIRECTLY BEHIND OR ADJACENT TO ALL SINKS, INCLUDING SINKS IN CASEWORK, EXTENDING A MINIMUM DIS fANCE OF 3'-0" HORIZONTALLY FROM CENTERLINE OF FIXTURE AND FROM FLOOR TO 2. MORTAR TO MEET ASTM-C 270 FOR TYPE M WITH SALT FREE SAND AND CEMENT. 1. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED MANUFACTURED AND INSTALLED IN ACCORDANCE WITH FINISHED CEILING SHALL BE WATER RESISTANT TYPE. SECTION R609 OF THE 2020 RESIDENTIAL CODE OF NYS. METALS 21. CEMENT BOARD OR APPROVED TILE BACKER BOARD SHALL BE USED IN LIEU OF GYPSUM BOARD AT ALL TILE 2. COORDINATE INTERIOR DOOR HARDWARE REQUIREMENTS WITH OWNER. LOCATIONS. 1. PROVIDE STRUCTURAL STEEL WHERE SHOWN ON DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. 3. PROVIDE NEW DOORS AS SPECIFIED IN DOOR SCHEDULE/ELEVATIONS 22. WHERE FIRE-RATED PARTITIONS ARE SCHEDULED, CONTRACTOR SHALL PROVIDE TYPE X GYPSUM WALL BOARD. 1 2. ALL STEEL SHALL MEET ASTM A501. ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RED OXIDE PAINT. 4. PROVIDE NEW WINDOWS AS SPFCIF'ED IN WINDOW SCHEDULE/ELEVATIONS 23. ALL CONCRETE BASES FOR MECHANICAL AND ELECTRICAL EQUIPMENT, WHERE REQUIRED BY EQUIPMENT MANUFACTURERS, SHALL BE FURNISHED AND COORDINATED BY CONTRACTOR. THE EXACT SIZE, HEIGHT, LOCATION AND 3. UNLESS OTHERWISE NOTED STEEL FOR FLITCH PLATES SHALL BE 36KS1. STRENGTH SHALL BE OBTAINED FROM THE CONTRACTOR'S APPROVED SHOP DRAWINGS AND VERIFIED BY THE ARCHITECT. I I I I REV: DESCRIPTION: BY: DATE: I 6 FILING SET TO OWNER PH 11.09.2021 i 5 EXTERIOR BID SET PH 11.03.2021 4 SITE PLAN TO SURVEYOR PH 10.09.2021 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 SCHEMATIC DESIGN TO OWNER PH 09.13.2021 DEMOLITION NOTES RENOVATION NOTES NYS TRUSS SIGN TEMPLATE EXISTING CONDITIONS TO OWNER PH 09.13.2021 STATUS: Issued for Filing I. REFER TO DEMOLITION DRAWINGS FOR ADDITIONAL REQUIREMENTS REGARDING SELECTIVE DEMOLITION, TEMPORARY 9. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK SAFELY AND CAUTIOUSLY IN ORDER TO AVOID ACCIDENTS, I. WHERE NEW CONSTRUCTION S TO CLOSE AN OPENING IN OR IS AN EXTENSION OF AN EXISTING WALL OR PARTITION, IT 61 I01A 'llt TIER "'"' PARTITIONS AND UTILITIES, INJURY, AND UNINTENDED PROPERTY DAMAGE. ALL DEMOLITION WORK SHALL BE CAREFULLY PERFORMED BY HAND. SHALL MATCH EXISTING CONSTRUCTION AND FINISHED FACES SHALL BE TYPICALLY FLUSH UNLESS OTHERWISE NOTED. ," Part I H aU s MATCH FIRE RATING OF EXISTING CONSTRUCTION UNLESS OTHERWISE NOTED. (U.O.N.) .'-;' : .;;,- ,`<;".;: "':'.'" .,., i 2. THE CONTRACTOR MUST INFORM HIMSELF FULLY OF THE CONDITIONS RELATING TO THE CONSTRUCTION AND LABOR 10. ALL DEMOLITION WORK SHALL BE PERFORMED DURING REGULAR WORKING HOURS ON WEEKDAYS AND IN ACCORDANCE UNDER WHICH THE WORK WILL BE PERFORMED. WITH BUILDING'S RULES AND REGULATIONS REGARDING CONSTRUCTION WORK. 2. WHERE EXISTING PARTITIONS ARE TO BE REMOVED AND INTERSECT EXISTING PARTITIONS SCHEDULED TO REMAIN, Design LLC PATCH REMAINING EXISTING PARTITION AND FINISH TO MATCH ADJOINING CONSTRUCTION. yr #tM �rq� 3. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY PERMANENT OR TEMPORARY PARTS OF THE BUILDING, 11. ALL MATERIALS AND EQUIPMENT BROUGHT TO THE JOB SITE AND ALL MATERIALS AND EQUIPMENT REMOVED FROM THE �� '-'~" " i, . ., a<'. ::. 516.429.1 122 AND SURROUNDINGS CAUSED BY HIS OPERATIONS, JOB SITE MUST BE COORDINATED WITH BUILDING OWNER. PROVIDE PROTECTION. 3. CUT NEW OPENINGS IN EXISTING CONSTRUCTION WHERE REQUIRED FOR INSTALLATION OF NEW DOOR AND/OR WINDOW ="' "`` `< 2615 Union Blvd ASSEMBLIES. PROVIDE SURROJNDING CONSTRUCTION AS DETAILED OR TO MATCH EXISTING. Islip, NY, 11751 4. THE CONTRACTOR AND HIS SUBCONTRACTORS ARE PUT ON NOTICE TO ASCERTAIN THE LOCATIONS OF AND EXERCISE 12. RETAIN AND PROTECT EXISTING STOREFRONT, PARTITIONS, DOORS, PLUMBING FIXTURES AND OTHER CONSTRUCTION ( info@parti.haus PRECAUTIONS IN AVOIDING DAMAGE TO SERVICES RUNNING THROUGH AND ADJACENT TO THE BUILDING. ANY DAMAGE OR EQUIPMENT SCHEDULED TO REMAIN. 4. NEW PARTITIONS WITHOUT A FINISH SCHEDULE DESIGNATION SHALL BE FINISHED TO MATCH THE SPACE(S) THAT THEY ` : '": `::" :: .`1= TO SAID BUILDING, THE PROJECT, OR ANY PERSON SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HE ARE IN. :. `'' www. arti.haus AGREES TO HOLD HARMLESS THE OWNER, ARCHITECT, ENGINEERS, AND THEIR AGENTS FROM ANY CLAIMS ARISING BY 13, REMOVE AND OR RELOCATE AS REQUIRED OR INDICATED ON DWGS EXISTING PLUMBING, HEATING, AND ELECTRICAL . REASON THEREOF. LINES. PROVIDE MINIMUM INTERRUPTION OF SERVICES AND TEMPORARY SERVICES AS REQUIRED DURING RELOCATION 5. REINFORCE EXISTING PART1110NS AS REQUIRED TO INSTALL NEW CASEWORK. PATCH PARTITIONS TO MATCH EXISTING OF UTILITY LINES. OR PREPARE PARTITIONS TO RECEIVE NEW FINISH AS SCHEDULED. DESIGN TEAM: 5. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ANY AND ALL SAFEGUARDS, INCLUDING FENCES, PLANKING, : Antonio Gabriele Assoc. AIA MSAUD BRIDGES, BRACING, SHORING, SHEET PILING, LIGHTS, BARRICADES, WARNING SIGNS, AND GUARDS NECESSARY TO INSURE 14, REMOVE, MAKE SAFE, AND RELOCATE AS REQUIRED AND INDICATED ON DRAWINGS EXISTING ELECTRICAL D °..:CTRICA CONDUIT, BX 6. PATCH ALL OPENINGS IN EXISTING WALLS SCHEDULED TO REMAIN RESULTING FROM DEMOLITION WORK OF OTHER i Matthew Busch AIA NCARB ry 6 THE SAFETY AND PROTECTION OF THE PUBLIC AND ALL WORKMEN AS REQUIRED BY ALL GOVERNMENTAL AGENCIES AND CABLE, ROMEX CABLE, JUNCTION BOXES, OUTLETS, SWITCHES, CIRCUIT BREAKER OR FUSE PANELS, DISTRIBUTION TRADES AS NECESSARY TO CLOSE OPENING AND MAINTAIN INTEGRITY OF EXISTING R 0 SCHEDULED FIRE RATED ;'; Matthew Lung, AIA NCARB CODES HAVING JURISDICTION OVER THE PROJECT AND IN ACCORDANCE WITH GOOD SAFETY PANELS, AND OTHER ASSOCIATED ELECTRICAL WIRING OR FIXTURES THAT ARE NOT TO BE REUSED. CONSTRUCTION. ,; 6. CONTRACTOR SHALL DEMOLISH, REMOVE FROM THE PREMISES, AND LEGALLY DISPOSE OF ALL CONSTRUCTION 15. REMOVE AND RELOCATE AS REQUIRED AND OR INDICATED ON DRAWINGS EXISTING TELEPHONE WIRING, TELEVISION 7. DO ALL WORK AS REQUIRED TO PROVIDE F 00P.. a, OWNER: FINISH FLOOR FLUSH AND LEVEL WITH ADJOINING FINISH SURFACES. REMOVE ,, , ; ';I '�< MATERIALS AND EQUIPMENT EITHER SPECIFICALLY DESIGNATED TO BE DEMOLISHED OR REMOVED, OR THAT INTERFERES CABLE, SECURITY SYSTEM WIRING, DOORBELL WIRING, INTERCOMS, THERMOSTATS, OR OTHER ITEMS, THAT ARE NOT TO ALL LAYERS OF EXISTING FLOORING AND ADHESIVE D _..' ,' %.;,, .. .,, Cade Culver OWN TO CONCRETE OR WOOD SUBSTRATE. LEVEL EXISTING WITH OR IS NOT PART OF THE FINISHED WORK AS DEPICTED BY THE DRAWINGS AND SPECIFICATIONS, INCLUDING DEBRIS BE REUSED. SUBSTRATE WITH CEMENTITIOUS FILL OR WOOD SLEEPERS TO PROVIDE A SUBSTRATE TO RECEIVE SCHEDULED FINISH IN -< email: cadeculver@gmail.com PILED ON SITE. ACCORDANCE WITH SPECIFICATION AND FINISH MANUFACTURERS' REQUIREMENTS. :' ` " 16. REMOVE AND PROPERLY DISPOSE OF ALL DEMOLITION DEBRIS DAILY FROM SITE. AT THE COMPLETION OF DEMOLITION � 7. PRIOR TO DOING ANY DEMOLITION WORK, CONTRACTOR SHALL SAFELY AND SECURELY BRACE AND SUPPORT ALL WORK, LEAVE ALL AREAS BROOM CLEAN. COORDINATE WITH BUILDING OWNER CONSTRUCTION DEBRIS WASTE 8. CONTRACTOR SHALL REPAIR AND RESTORE ANY DAMAGED FIREPROOFING TO ACHIEVE REQUIRED RATING. CONSTRUCTION AFFECTED 13Y THE DEMOLITION WORK INCLUDING SHORING, TEMPORARY SUPPORTS, ETC. TO ASSURE DUMPSTER STORAGE, AND ELEVATOR TRANSPORT. Thy :.,^ �, THE STRUCTURAL STABILITY OF THE BUILDING. 9. IF FLOOR SURFACE IN EXIST NG TOILET ROOMS BEING DEMOLISHED IS HIGHER THAN ADJOINING FINISH, REMOVE TILE � ' ° � F4D6DRESS: 17. REMOVE EXISTING FINISHES FROM WALLS AND FLOORS AND PREPARE SURFACES TO RECEIVE FINISHES SPECIFIED. AND SETTING AND FURNISH SUBSTRATE ACCEPTABLE TO INSTALLER OF NEW FINISHES. or.�`1",atlf',�� ''��''�" 0 Clearview Ave 8. PRIOR TO DOING ANY DEMOLITION WORK, CONTRACTOR SHALL DISCONNECT ANY ELECTRICAL, MECHANICAL, AND to 1" Ical the cahertt►iction PLUMBING CONSTRUCTION INTERFERING WITH OR CONNECTED TO THE WORK TO BE DEMOLISHED OR REMOVED. AT THE 18. DEMOLITION SHALL INCLUDE ALL CONSTRUCTION AND FINISHES NECESSARY TO FACILITATE INSTALLATION OF NEW 10. AT ANY WALL WITH TILE, W-IERE WALL REMAINS, DO ALL WORK REQUIRED (REMOVE TILE &/OR RESURFACE W/ GWB ) t a>n� I thold, NY 11971 +tr t trrsd DESIG AT°IO FOB; STRUCTURAL TITLE: COMPLETION OF THE WORK, HE SHALL RESTORE SERVICE TO ANY MECHANICAL, ELECTRICAL, OR PLUMBING DEVICES WORK CONTEMPLATED BY CONSTRUCTION DOCUMENTS, TO ACHIEVE THE FINAL WALL CONFIGURATION ACCEPTABLE TO INSTALLER OF NEW FINISHES. �,� �� .� � TEMPORARILY DISCONNECT[-D, AND HE SHALL SAFELY REMOVE WIRING, PIPING, AND DEVICES FOR EQUIPMENT THAT IS 01AP�t EPTTS THAT PE OF GENERAL NOTES AND REMOVED, CAPPING OFF SERVICE IN A SAFE AND LEGAL MANNER. COORDINATE ALL SHUT DOWNS AND DISCONNECTIONS T U5,S TYPr'CONSTRUCTION SPECIFICATIONS WITH OWNER BEFORE PERFORMING THE WORK. SCALE: DATE: DRAWN: CHECKED: v11a:beo".' JatLbitw 12" - I' 0" 2021.09.16 MB MB/ML Poor f'RANTING PROJECT NO: DRAWING NO: REVISION: n PH048 A-011 E PROJECT NAME: Addition and Alterations CONSTRUCTION LEGEND Culver Residence DESIGN TEAM: o DOOR TYPE o SEE SCHEDULE PIA Ik -3 77 ;, _ /,--- --- - --- -- --- ----- -- --- ---- _- -- -- ---- - -- VA = NEW C 0 NSTRUCT 10 N -,�� 204 DH NEW CONSTRUCTION NOTES: I. INTERIOR WALLS TO BE 2X4 @ 16" O.C. U.O.N WINDOW TYPE 2, PROVIDE (2)2X12 HEADER AND (2)2X4 JACK STUDS AT ALL < �> ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND SEE SCHEDULE OPENINGS IN BEARING WALLS UP TO 6'-0" W, TYP. U.N. TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS 3. SEE DETAILS ON A-501 FOR EXTERIOR WALLS �` // � DN y C y PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER = NEW CONC. FOUNDATION WALL AND FOOTING INTELLECTUAL PROPERTY LAWS. - `✓� L-------- ------ j ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO - - - - - - - - - = CONSTRUCTION ABOVE/BELOW I PARTIHIAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. = EXISTING CONSTRUCTION TO REMAIN ( I ARCHITECT OF RECORD: MATTHEW CHARLES BUSCH = EXISTING CONSTRUCTION TO I NYS LICENSE N0. 042983 BE DEMOLISHED L.. .._. __,_ . _.. __._. ..-..-- ._-._ __ _____ __.__ ____. _. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS = FRAMING - JOIST (TYPICAL SPAN) F - I ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN FRAMING - JOIST (INDIVIDUAL) ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE - = ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION — - - - -- = FRAMING - BEAM/HEADER/GIRDER OF THE ALTERATION. I ® _ (2) 2X4 POST IM = (3) 2X4 POST O = STEEL POST I I �5�� HD��C _ - - - - _ - - - _ - -. _ - - - - -- __ - _ � LINE OF EXISTING DECK STRUCTURE TO BE REMOVEDI "�t 0429a3 y® of I - - SHEET NOTES. c�- - -7 7 - - _ - - -,.---.. _._-. - - -- - _ -_ _._ -- _ -- - _ ;_ -- - --K — - DEMOLITION NOTES: I I I I. SCOPE OF DEMOLTION SHALL ALLOW FOR ALL NEW CONSTRUCTION IN ACCORDANCE WITH PROPOSED PLANS. I \\ 2. REFER TO A-100 FOR EXTENT OF DEMOLITION AND NEW CL. I R.O. SIZES FOR WINDOWS AND DOORS. - - - - - - - - - - - - - - - j 3. PROVIDE ADEQUATE / ENGINEERED SHORING AT WORK EX. PRIMARY BEDROOM I �. ! AREAS AS REQUIRED. (264 SQ. FT.) I (VAULTED CEILING) EX. LIVING RM I I EX. FAMILY RM HATCH DENOTES CONSTRUCTION TO BE REMOVED, TYP. j 4. GC TO PROVIDE PROTECTION THROUGHOUT WORK AREAS . FT.) y FOR DURATION OF PROJECT. (393 S ' (159 SQ. FT.) (VAULTED CEILING) \ (VAULTED CEILING) EXISTING FIREPLACE TO BE REMOVED % I — — — — — — — — — — — — CL. I i - - - - - -- - -- -------- �Pell � -- CL. I r I CL. �. EX. DINING & — - - - - - - - - - - -_. I , - - - - - - - - - - - - � -T�— — — BF�EAKFASTRIDf — I II — — 7 F. I (129 SQ. FT.) EX. HALLWAY EX. FOYER (VAULTED CEILING) (118 SQ. FT.) (VAULTED CEILING) I EX. BATHRM CL. � I I I (107 SQ. FT.) Q - - - - I S Y SKYLIGHT SKYLIGHT / DASHED LINE INDIACTES MILLWORK/FIXTURE AND OR/BUILT L - - - I Vi/ I IN ELEMENT TO BE REMOVED, TYP. I` __ EX. KITCHEN I� I ,EX. BEDROOM I EX. B L _J REV: DESCRIPTION: BY: DATE: � �` CL' II (150SQ. FT.) i� \\ (136 SQ. FT.) (107 SQ. � CL' REF JAI 6 FILING SET TO OWNER PH 11.09.2021 — � — — CL' I7-1 5 EX;TERIOR BID SET PH 11.03.2021 c' Ij//� p\ 1 4 SITTE PLAN TO SURVEYOR PH 10.09.2021 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — 1__' — _ _ _ EX�PPANTl�Y �\ 3 FIPVAL SD PACKAGE TO OWNER PH 09.27.2021 116-4 EX. BEDROOM 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 (216 SQ. FT.) I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 I CL /// SCHEMATIC DESIGN TO OWNER PH 09.13.2021 EX._ I — — LAV EX. MUDROOM G EXISTING CONDITIONS TO OWNER PH 09.13.2021 (59 SQ. FT.) STATUS: \\ Issued for Filing CL. I `. - - PartiHaus - - - - Design LLC I I I LL 516.429.1122 2615 Union Blvd Islip, NY, 11751 info@parti.haus www.parti.haus I I i frDESIGNEAM: nio Gabrielle, Assoc. AIA, MSAUD EX. GARAGE Matthew Busch, AIA NCARB (398 SQ. FT.) Matthew Lung, AIA NCARB OWNER: I Cade Culver I email: cadeculver@gmail.com I I ' I F Clearview Ave hold, NY 11971 - - - - - - - - - TITLE: EXISTING CONDITIONS/DEMOLITION IRST FLOOR EX. CONDITIONS/DEMOLITION PLAN - - - PLAN SCALE: DATE: DRAWN: CHECKED: AS INDICATED 2021.09.16 MB MB/ML (:D�SICALE: 114" = V-10" PROJECT NO: DRAWING NO: REVISION: 2 4 81 16 PH048 A-060 | - , `. i | / PROJECT NAME: Addition and Alterations at CONSTRU(�TION LEGEND 10._911 \VI Culver Residence STAIR NOTE: 8" MAX ISER, 11" MI. T EAD \ / DESIGN TEAM: o DOOR TYPE 8 SEE SCHEDULE 23'-II" 3, \ 30'-0" / 7'-9" Awl,% Z = NEW CONSTRUCTION - \ / \ / / - 'r 204 DH NEW CONSTRUCTION NOTES: - - - - - _DN - _ _ _ ®! I. INTERIOR WALLS TO BE 2X4 @ 16" O.C. U.O.N - - - - - - - - _ - - - WINDOW TYPE 2. PROVIDE (2)2X12 HEADER AND (2)2X4 JACK STUDS AT ALL </ j//� _ _ _ _ _ _ _ _ \ / ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT \ / LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND SEE SCHEDULE OPENINGS IN BEARING WALLS UP TO 6'-O" W, TYP. U.N.O. �/ //�� - - - - - - - - - -� - ��\ �� I TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS 3. SEE DETAILS 01 A-501 FOR EXTERIOR WALLS 15' X IN GROUND POOL PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER = NEW CONC. FOUNDATION WALL AND FOOTING -� ~ Y PO L CONTRACTOR) A-401 L--------------J 5'-0" f \ i INTELLECTUAL PROPERTY LAWS. ' / \ ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR 2 I ; I / \ IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO - - - - - - - - - = CONSTRUCTION ABOVE/BELOW ; ( / \ N PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. STAIR NOTE: A-401 1 / / \ \ N = EXISTING CONSTRUCTION TO REMAIN 8" MAX RISER, 1 11" MI. TREAD ; I / 2 ARCHITECT OF RECORD: MATTHEW CHARLES BUSCH T T - - - - - = EXISTING CONSTRUCTION TO f 1 / -300 NYS LICENSE NO. 042983 - - BE DEMOLISHED DN L — — — /— — — — — — — — — 30'-7" - NEW ROOF OVER DE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS = FRAMING - JOIST (TYPICAL SPAN) F ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO DOOR 1 f 1 -� 28,_7�, -�" ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH 0.H, i\ SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN ' Q'H' ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE - = FRAMING - JOIST (INDIVIDUAL) 4' 3" 7'-8" ____ 9'-8"_ _ 7'-8" 2'-I K0 4' H POOL FENCE/GATE _T -- — -- --- N ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND I 1 I I 6 6 POST, TYP, THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION — - - - -- = FRAMING - BEAM/HIEADER/G IRDER FP 1 1 I GABLE BRACKETS i (SEE ELEVATIONS) 1 of THE ALTERATION. 1 ______ ___________________________r y — - — - — - — - ---_ r -- - --------------- ----- �—-_--_ __ --_-� 1 EX./EXPANDED WOOD FRAMED DECK - _..______ _ mW III 4X12 BEAM --I 4xI2 EAAM------- II 4X12 BEAM ® _ (2) 2X4 POST 0 _ (3) 2X4 POST N, _ _ I ____-___ � SEE A 502 FOR DECK FRAMING DETAILS I--� - _ ____ _ I 1 5 0 1 1 ! i VAULTED CEILING i i I I VAULTED FILING O STEEL POST III I t I------- i 2X10 @ 16" O.C. 1 ' -----------I i 2X10 @ 16'' O.C. 1Ii i o w w I 1 I1w <I I i _ o Ia aI 1 I la a1 ICD ml 1 o I Im wI I I I m l 1 U_ I IX XI I a I IXX Xi I i o NEW REVERE GABLE W/ VAULTED CLING OVER BEDROOM CE I �w---------- I I I I I----------- �-------- I I I I 1 �.9 Q` EXISTING HIP ROOF TO BE REMOVED OAR MASTER BEDROOM II'-7" EO. 8'-8" 8'-8" EQ. I----------- --1 I I I I 0429820 Q ADDITION @ BED OM Ili iIi �� iIi III I T� F N� 5'-5" 10'-2 I/2" II'-2 I/2" 4'-5" EQ. 5' 8" 3'-0" 5' 8" 3'-0" 5' 8" EQ. 5'-7" 4'-I" 9'-3" 5'-7" �- ----------- --- ------------ --------------------,1--------------- ---- -- -� NEW D RMER NEW D FMER NEW DORMER i I I I I I �\ C 15 607 SL /' I CX 25 I III I I III ----- ------- ------- ---- ----------------r----r ------- -------T----- / - - ---------- ---------- - - / T �\ _ 125 kELVING sHELVINc (2)II I/4" X VL (HG 1 (2) 2X OH R ' 1 8070SL I CXW25 I 7 L _ I ` i 2 I HEFT N OTES 2 0 HDR 0 1 \-h----- ------- 1 ,' �'T 1 �' I (2)9 1/4" X 1 6/4' L r (2) 2XIOHD ! III 1 2)9 I/4" X 13/4" L N 807 SL s\, ; i 1 GENERAL FRAMING NOTES: z - / SEE A-1!0, F ft HATCH DENOTES NEW ;,' 1 DORMER �R4M N 1 { i FLOOR AREA I ! (2)2x6 @AGH, ; ! ( ; I I. ALL WOOD COMING IN CONTACT WITH MASONRY OR SHALL BE \ ` 10' 0" 1 ' 2 ThP.- ! I ! +�- 1 /' `� ( ` 1; ! j i r ( I I I 1 (, I ',; PRESSURE TREATED. I I c.� - I NCH \ � aEN�H ' 1 1 (',� , I I I I I ,.�I II I I 1 / \ j I' i ! I , I ✓ ; , ( i � �, ! 2. ALL WOOD FRAMING MEMBERS USED IN EXTERIOR APPLICATIONS SHALL BE PRESSURE TREATED. VAULTED CJING / I _ VAULTED teILING I I / I � � ti I ✓ z \� ! ✓ ti I /✓ \� ! I X ` \\ 2X10 @ 16" C. / I 2XIQ @ I�''�O.C. \ \ / \ / 1 \ , , 1 , _ �; , I 3. ALL FRAMING TIMBER AND DIMENSIONAL LUMBER SHALL BE I o \ I �( I w 0 1 p 1 I \ / 1 ! � , \ � 1 , " _ 1 � OUGLAS FIR OR HEM FIR, N0. I GRADE OR BETTER. \ RIM R� BR #I' L o DIKING AR ! ! W.I.C. 2 1 1 = I ` �\ /' I Sr ' ` _ I ±431 F I \ I // \_ 11 ! I I j I �±108 SF \ 3 0 Y� \ / 1 \ �/ VAULT D CEILING' I. VALE `: v; I 1 4. ENGINEERED LUMBER SHALL BE 2.0E MICROLLAM LVL OR I ! ` \ I X. XF1 D ,' ` X LX \ ! / � o EX./M000�11 =DI I'J I \ !/, 1 ;I ice; E I, U T D CEILING 1 / Q" I i ` I EQUAL. NEW ` \ 1 v' a AI' �\ zy SEE A-103'1`FOR ROOF 1 'l\ \ �� > N (. �� ,' 1.-1 : I 12X10 @ t6":O;C. :2X10 @ I6" O;C 1' / L---------- `p1 FRAMIIyG, TYP. // I L y w REFER TO A-0I1 FOR FURTHER PROJECT SPECIFICATIONS. ICI o I SHELF+HANGER ROD II `\ ! `;/y i { i ! clj I 670 LINE OF FLAT CEILING 1 / — — — I / ;� �\ I I \ I 1 PR. BATH R ------ ----1 ---�- --- 1FBbK - --- -------- ------- 3 -9 I 1 '1 NEW ISLAND �\ NEW `ISLAND + ( a \ (, 2f�" I 3'-4" - - - - -9 - - - - - 3'-3" l2 — ±90 SIF I \\. SEE'A-103 OR R OTEX./MODIFIED LINEN _ BOOK SHELF S EL BOOK SHELF 900K SHELF (2) 2X12Hn / — ---- --------- ---------- -- \ - - - - -- -, - - --- -- i jFRAMfNG,:TYP - ►I I o I 81H�A�cD r 17 ______ ----_ __________________________ _- --------------__---_-_ ._ ___ ____--_ ___- 3 0 0 - - - - -- --0gE-•NNG- - 267 �- E ---- --- � - -- ---- ------ - --� - --�r -� _ c\i - � - ---- -- - r - - I 1 I i i - ; { X I 1 o _- \ i HALL ,' (3)i2X6 POSTI I n� 1 ±59 SF ,' \ / i i TORfDGE t i °° 2 A-301 �l1 N EX. VAU CEI Q1VAJ_TED CEILING EX./MODIFIED ' - ` 110 I //(�) 2X4 POST y I; ( I j ! I I A-30) I �1 I` exlo @ 16° EXISTING SKYLIGV KITCHEN ( ! , LIVING AREA 2X10 @ 16' O.C. 0 C TO REMAIN _ ±256 SF - / " ( ±726 SF. BA1�H RM 2 F� = EX. 2X8 CJ @ Ib" O.0 "' EX./MO[�}FIED--N NEW 2X8 CJ @ 16" O.C. NEW I ±57 F N I `�� 2'-0" f 3 -9" I - 117 -5 NEW I I , / \ DBL - - - !�,( ( A TE -3" = 7'-3" 1 ,' -- _-- - - \ OVEN z - H TCH.DENO S NEW; t { r - FLOOR AREA 1 0 i /// f I i I _ U - -`� o \�\ 00 I o - FRZ REF i ( ! ' <" o I I U I I I o o �' l ( I - N o BEDROOM #3 zb79� BATH RM 3 FAMI Y R 2 - I 1 ` ! o ±136 SF I ±47 SF 1 I I ++217 SF \ s 1 +i I L ` I - ' I I l� o I m o E +HANGER POD I 1 I I REV: DESCRIPTION: BY: DATE: ` EXISTING TO REMAI ' y EXISTIN � EW �a - T ` 2670 I 1 ! I I SHELF+HANGER�D I \ 7 / �_ ___ ___ c" 1 I , I \ \ 1 ! T j 1 ! ! I ! j I r L J ��w I 1 Z = ,/ I `� PANTRY = N !, 1 { j I;` ( ; X 6 FILING SET TO OWNER PH 11.09.2021 407 CL BE\DROOM #2 N / / — - // I \\ ±40 SF j I ; ! ! ( i I 5 EXTERIOR BID SET PH 11.03.2021 \ 11 j o \ VIEW 1 6070CL i ( i ±233`�F I w ,' O // \ 0 1 / Lj '� ! ` I 1 4 SITE PLAN TO SURVEYOR PH 10.09.2021 I / EX./MODIFIED I / // \\ I''.J - - - `� - - - J (2) 0701 ' I `: ` \ N 1 , /� 5 T ER) o VAULT; :CEILING VAULTED:GQ L IN 1 TACKED SHELVING \ \ I' I 1 N I 3 FINIAL SD PACKAGE TO OWNER PH 09.27.2021 - �. - - - \ - _ i2 0 @ Ib",0.C. IO @ 16 10 2 ,< 1 cn ,/ I \� / NEW_ _TR `F61 I \ \ m i ! ! I > I 1 '� I ' I j I 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 X I �� ! 1 -,� - _ ,�\_ - MUD RMo , I , I I w / \ A I / 670 \ \ _��Rk'I�+ i ! 1 \ . �. - - I _63 SF 1 \ w o -r-I 1 � t I I SCHEMATIC w ! \ , ' o \ ( I I DESIGN REV TO OWNER PH 09.14.2021 1 - ' I �, i ±47 SF ' LAZIRDD� ` r 1 ; 1 v , \ \ / CL - I \ \ X NEW i ! j j \ { ! I \ / — o! ! �_ X X. 2X8 C @ 16" O.C. I N I 1 Q / EX. 2X8 C I @ I6" 0.C. 1 c\ 1 ±9 S ` / i ! * i I `I / \ / { 2 @ L i I SCHIEMATIC DESIGN TO OWNER P I / \ I �, / oo _ I ( ) x6AC HDR ! _ H 09.13.2021 I , 1 \ ` I / / I I I ! ' ! I EXISTING CONDITIONS TO OWNER PH 09.13.20 I 1 \ / REPLACE EXISTING '�C`H DENOTES fVE1N ,' P2076 1 P2076 ( I O z I 1 C LOOR:AREA - - I SEE A-103 FOR ROOF ` 1 CW25 j / 1 uILT IN I , STATUS: \ I ' N ' ' �� RFVERI EC�VEIL — `\. EIICHW7STORAG� NJ I I �� I ( 1 ! i Issued for Filing FRAMI�G, TYP. \ \ (/ / -, - - - / \ -------- - ! !2670 ! X - EROUGH THROUGH \ \ q \\ ---------- ; �' X 13/4" i VL NDR ! ' , , \ r I , I + ! _ _ _ \ (2) 2 _ _ ______ __ ____ _ (2) 2XIO HDR ' i I GOOF RooF XIO:HDR i / \ \\\\ i I CW25 / \ N ,' \ GABLE BRACKET SEE ELEVATIONS) CN24 _' 1 ! '' POST FOR N W \1 CN24 I r a 1 E / I , _(2)9 V4" X I [�,4"LVL HDR \ I - ,\ -------�- ---------- ----------- --'--- ---------------Li - 0 ! 1 RIDGES, SEE A-103 a t u s CN15 P4T50 CN15 �\ ! i 1 FOR RIDGE BEAM �/ r / / STAIR NOTE: - I�_ ___________ _________ _�! 4X4 POST, TYP. Design LLC EQ-------------- f0----------- ± l0'-0" ± 9'-S" 5'-0" 1 -2'� 1 / I 1 8" MAX RISER, ) 516.429.1 122 \ 1 36" ATTIC 4CCESS ZMQV_Ea_--_-- 1 -0" 4'-2" -0" 11" MI TREAD 6" '-0" 8'-2" -0" -� ± 19'-8" z �\ TO BE OF EQUAL R-VALUE H'1 w 6'-2" 0'H' 10'-3" O.H. 10' 2" O.H. 2615 Union Blvd NEW GABLE OVER EXISTINGHIP ROOF 1 '�' +_ `\ 1" 1 1 \ 0 THERMA� ENVELOPE I I Lr o Islip, NY, 11751 LLJ w C� � , 1 I ( info@parti.haus 1 1 w 1 �_____________ _� z www.parti.haus 1 \ 2 I \\ I /' I I DESIGN TEAM: A-401Antonio fl A-401 Matthew Busch, IA NCARB ' MSAUD I EX. 2X8 CJ @ Ib" 9. !�0 BE REMOVED I ! NEW VAULTED CIA' \7X10 @ I6" O.C. I q Matthew Lung, AIA NCARB / E A_03 FO'R\ = 1 ,DORMER FRAMING\ I OWNER: TYP. ` \ ; Cade, Culver email: cadeculver@gmail.com ! ------- - , 1 z �/ I 1 1 w GARAGE I v w /ii ±374 SF 1 ' ADDRESS: EX./MODIFIED �-____- __j z 2060 Clearview Ave POST FOR NEW ��• I i Southold, NY 11971 RIDGES, SEE A-103 \\ ! FOR RIDGE BEAM TITLE: 1 \\ PROPOSED FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN I ' CW15 I CW15 `� I 1 �,--- _ SCALE: DATE: DRAWN: CHECKED: ---------------------'--1------------------------ -� AS INDICATEq 2021.09.16 MB MB/ML SCALE: 1/4" = 1 i-On ± 21'-0" I PROJECT N!O: DRAWING NO: REVISION: NEW GABLE ROOF TO REPLACE EXISTING HIP ROOF OVER GARAGE PH048 A-101 0' 2' 4' 8' 16' A-300 ____-- - - __ - - _ _ - PROJECT NAME: Addition and Alterations at RCP, LIGHTING , ELECTRICAL LEGEND Culver Residence — � � � - ____ ___ - DESIGN TEAM: 0 = 4" SQUARE ADJUSTABLE DOWNLIGHT (P = DUPLEX RECEPTACLE GENERAL NOTES: .. I...... � - I�� r-""*N A 1 � 7 �,I I".. .1 � � AO""k ff� �� .1 , -�,_, .. . 1. _.- F, �.A FQ-] = DUPLEX RECEPTACLE IN FLOOR 1. TYPICAL RECEPTACLE HEIGHTS SHALL BE 18" A.F.F. '�!,, � : � ,,�r 11 ,� 1. � 11 .. � * = SURFACE MOUNTED SINGLE BULB 1,�� , . i rr _� I ,� I 1, :� . , , I _ � - I - . I ... I .. , r r 11 '' ., I ,,i�- � , � ., � , I'll " qGFI = DUPLEX GFI RECEPTACLE 2. COUNTERTOP RECEPTACLES SHALL BE MOUNTED 6" V .- , "_ 11 . ) 0 = PENDANT LED FIXTURE ABOVE COUNTER SURFACE. Ifl) = QUAD RECEPTACLE 3. LIGHT SWITCHES SHALL BE AT 42" A.F.F. ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT 1 LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND I TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS I 11 3- = PENDANT LED FIXTURE y = CABLE HOOKUP 4. ALL FIXTURES TO BE DIMMABLE, U.N.O. PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAWS. -K� = WALL SCONE/VANITY LIGHT 5. ALL APPLIANCES SHALL BE AS SPECIFIED BY OWNER. ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR y = TEL/DATA RECEPTACLE (CAT6) IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO 6. G.C. TO CONFIRM CLEARANCE AND SERVICE PARTIHAIUS DESIGN LLC MAY RESULT IN LEGAL ACTION. -1 = LED TAPE AND EXTRUSION (_Q_� REQUIREMENTS FOR ALL APPLIANCES WITH F - - ,,�c 0 = COMBINATION SMOKE/CO MANUFACTURER SPECIFICATIONS. PROVIDE PROVIDE JAMB SWITCH AT DEDICATED RECEPTABLES AS NECESSARY. ARCHITECT OF RECORD: ALL CLOSETS U.N.O. MATTHEW CHARLES BUSCH p = HEAT DETECTOR NYS LICENSE NO. 042983 \IlL� CEILING TYPE LEGEND: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS . 1111��_1111_ i I I � 11 I " I I I ! I GWB CEILING (FLAf) :; ` "' I " ' ,, $ = SWITCH I ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO , :1 � I i ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH 8-4' AIF,F. (MATCH,EX.) ' , ',l " I , I I 3D - 3 WAY DIMMER SWITCH i SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. 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PLAN [] I I As INDICATED 2021.09.16 1 MB MB/ML SCALE: 1/4" = V-0" A=1 r7777=77= 1NPF9N1FW70_r_. --I I PROJECT Ill DRAWING NO: REVISION: I --, I[,-,.,__ - ��j PHO48 A-1 02 ' __ ' — — L C r-I , I i I I iI t I 11 i � �� I � I i ]_ 1 7�.I �99 I I i I I I , i � i , . I ,` I I PC I � � , I 7 - l I I I I C E I I I i i i . - � i I I . I I 'i I f i I I � i I U� I i i i I 11 I i i � I I I I l � ;` i I I I i . I 11" I I i I l 1 I I�l I . � /I I I I I I ,,,� � f , I S I it i _*,� � I I I � I i I �� I i I "I/ � ! r i � i I i I I � I � I ; � I ,C� i I 1 P i 1 I I I G I i I T�` � F ___ I 11 I -1 _�_ -:- 7___ ___ , - -�,,� I i i i I I V 1 r 01 21 41 8' 16' 1 11 . __ - PROJECT NAME: Addition and Alterations at CONSTRUCTION LEGEND Culver Residence --------------- DESIGN TEAM: o DOOR TYPE ----------------------- o SEE SCHEDULE z = NEW CONSTRUCTION a 204 DH NEW CONSTRUCTION NOTES: I. INTERIOR WALLS TO BE 2X4 @ I6" O.C. U.O.N WINDOW TYPE 2. PROVIDE (2)2X12 HEADER AND (2)2X4 JACK STUDS AT ALL ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT SEE SCHEDULE OPENINGS IN BEARING WALLS UP TO 6'-O" W, TYP. U.N.O. LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND 3. SEE DETAILS ON A-501 FOR EXTERIOR WALLS I TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER � A-401 INTELLECTUAL PROPERTY LAWS. r/////////// j / / = NEW CONC. FOUNDATION WALL AND FOOTING ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR 2 IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO - - - - - - - - - = CONSTRUCTION ABOVE/BELOW --------- PARTIHIAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. A-401 , = EXISTING CONSTRUCTION TO REMAIN _________ 2 ARCHITECT OF RECORD: MATTHEW CHARLES BUSCH -_ �_ r -_ �_ �_ = EXISTING CONSTRUCTION TO --------- -300 NYS LICENSE NO. 042983 - - = BE DEMOLISHED 30'-7" - NEW ROOF OVER DECK IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS = FRAMING - JOIST (TYPICAL SPAN) 1'-0° 28'-7" I'-0" ALTER A YDDRAWIN S, SPECIFICAT ONS, OR REPORTS TO WHICCH O.H. SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN Q'H' ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE - = FRAMING - JOIST (INDIVIDUAL) ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND . 2'-I" - 5`-3" - -------__---_ .---_.--- --_._._...---.-_-.--..____.------__._...._ ..._.___-.--5'_3,-_----------------_- 2'�l----_----___-_---_--_-- THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND --'__ - TERATIO ND A SPECIFIC DESCRIPTION - ' - _.___ _ - - - - - - -- = FRAMING - BEAM/HEADER/GIRDER -- - ------ __ = . - ____.._ _._ _ -- of r�ETA�TERArioN L 1 --- - -------- ----ram- -- ------ #---._---- ----- t_--.-.--_ --_----__-.-._�� -_ t . 1I I�.. - -- --II ® _ (2) 2X4 POST ® _ (3) 2X4 POST - - _.. --1-j---' -- --- --- �---I-I----- - �- -- ----- ____1 t - --_ G 1_ _ 1_1 -- __ - _ _ 1------ _ I I t RG.® I I- _ - NEW 2Xt0 RR @-16"r0 C - -- _ ----==� 2X*-RR @16 C. - t r V O = STEEL POST NEW CURB - - - - - -_� _ - v O�rVAAF�(�,yI MOUNTED - t... --.--I.t - -- '-- --- _:_== _- --=--=-r-t .-- - =7F _ t1' 'a, FCM 2046 FCM 204b = � IATCH INDICATES SKYLIGHTS 1.k==.. . -___.� -�.1�-W.:__ . .----_�_.- -::_____-__-:_-_�.__._��_.1 -- -- __�_= t-�::-_.___-:_-- o w �. 4REA OF EXISTING - - - - -1-+- ----....-- .. _.. .----------1 1--.. - _ _ -._1 _ -' o �G -- (TYP. OF 4) ___ _ ROOF FRAMING TO _ __ - - A . - ...... w - -- ------- ---.--- ---- = NEW ROOF 3E REMOVED I I 1__L___ o I t t 1 _ w r `*t? 31'-3" 3I'-11, _ "- --_-- - __ _I I - - - 1 r - - i r _.._ o �' .I.._.. +:.1 T 1 :__�: -- ---J-t--_ - � FRAMING ---- __.:7___._ --_== N- --.-.------:__.- - ----._---._. _-_- NEW REVERSE GABLE W/ VAULTED CLNG OVER BEDROOM I I I I j..- I"r- - - ' I I ..--1.T- __ ___ ._.._-:..,..-.=<ed.<_-. --_- �-_.._--------------- ---><_: __ -- t. :._: _ _ e_.- _-- -__-2- Q �� EXISTING H ROOF TO BE REMOVED OVER MASTER BEDROOM II'-7" EQ. 8'-8" 8'-8" EQ. -- - ---I-r - r r--------------- -------- ----- ---- - r-t ---- �- --- 429a o FCM 2046 -------- FCC( 2m I i----------- 91' _INE OF EXTERIOR ADDITION @ BEDROOM „ :_:.___:.__: i l- - - -=___=r _- ____ _:_ ___- _==�-- ----__:_ - . l:._:____::_.-r t_ �O _.. WALL BELOW, TYP. EQ. 5 8 3 0 5 3 3 0 5 8 EQ. -__- :_=.:_.1=t,= _-_ 1 1"--_____-_-------:_._=-_=_________ _____-._____==__--- __I�_ _:- -. 1 1 -= --- _ ------- --- ----- ----- -- --- -_ __ ---- NEW D RMER NEW D �hMER NEW D RMER I - - - - - - - - -- - - -- - - --------- ---- --------- - ------------------------ = EXIST. ROOF - -- -- -- --- -- --- - -- --- --- - ---- -- - -- - -- -- --- --- - --------- - -----� - _ _ w w- - --- - - - - - - - - - -- _- --i A -:_..�_ � ��___�.;1 I_ -- .. __ L-_ �----�_ __ - ----[---- -- - B E REMOVED - ...- - -- - ... _. ._ - --_ --.---- - --- - -- ----- -- FRAMING TO - -- - - - - --- - - -- - -- - +-- --- - --------- - -------- ----- -- ------- --- - --- -___.._._.. __� II _ - - .-_. _ _ . . . __. .- --_. _.. ................... -..__-...__.---._.___-__.____._-_-- _ _ . -__ _ ___________ _: -- _- -- - --- ----- -------. -T --- -- _ -- - - =A � --_-___--- -- - +- __ --_- .___,_;._..:_- --_- _.,�r_===_----.__,-=___ s-_-_�,_..�.�..._-----,_._.,.__._ :....__ -___.__:,_:.:_ `-. -- SHEET NOTES: -_ r _ _ _ _ �- ___ _r __- _-. _---_-_ __-- ---- ___-- - - - - - -- - - -' ----- --- -- --- __ --- -- - ---- - -- - --- - _ _�_ -. -L-,_____--,_'_... ____.-. - -- ---------------- - -------- +- ---+ --------.. .--- --- +- -+-------------- - --- I - _ -- ---- _ ___ __ - -.-- OL ITION NOTES: -- --- ---- --------------------------------------------------- - - - -- DEM \\ _..._ ...__ .._. r -_ -._ _ -{NE 2XIO-RR� T6 O.C. I NEW-2X8 NEW 2X8 I NEW'2X8 NEW 2X8 I NEW 2X8 NEW 2X8 ,--- \ ------.{_-� ------____:--:-----...:.--- _--_-. -----...----.__...--,.--; --. ..__ __._._...- -- _.._ ____ ( -- - -- I. REMOVE EXISTING ROOF AND FRAMING IN AREAS SCHEDULED TO r-- n __. _. _._ _. _ 2 - - -- -- -- --- - -- - - -- L- -r -------------------------- --- -- ---- ___ - BE DEMOLISHED. XI OOF - - - - - - - t @ t6_f7 _ -L-I6__O,C.. r - -------_-_ _�____-:-_- _-- - - - - - --- ---------- ---- --r ifs---O-C-- @_f6--O,C. r -i @ 16 0,C.: @ 16.0,C. 1 / - -- - ___. .______.__ - .__.__ 1 FRAMING TO REMAIIN T - - - --- - -- --- - - _ - - - - 4 - " ----- t ----�-- ------ I --� - - -- ---___ -- - ---- -- --- t__ --._r- I , _...._... _.----_.__ - _-__-. ___.__-.._.- __-___- -_----�__-._-- -.- _------ -- 2. REMOVE ALL EXISTING ROOF SHINGLES, RIDGE VENTS, DECK - - - - - - -- - - - - - _: _ __ __: _:_ ------------_-- - LINE_Of=F-4 REP 1 1 -I ._ _.. .._.._ .... . . . - -- - - -- -__-___- -__-a--___----_---- _-- _.- :: -----ems ---- ----- . --- --- ---- --- ------- --- --- -- --= I �\ I � -_ -- + ( + I �, _...___ � - - -_--- �--/,__ -- MEIMBRANES, AND GUTTERS. PATCH ANY EXISTING DAMAGED _ _ �_. _.4 -____. ...._---------_..+._. _ __.___ -_.__-.__. �, _..__.-_-......_._._._._. i '� -- - - -- - - - - - - - - - - - - - - --- - - ------------ -- - - --- - ---------- - - ------ - - /> - - - - - - ___ - - -- --- --- ------ -- I - I- -rt - -_--:-__-= r_=- --_-__-_- -__-=-=__ _ I- - - - / --- ------------ PLXWOOD DECK SHEATHING TO MATCH EXISTIN - -- -- - - - -- - - -- - - - - - --- - �- ----- - ; - - -- - th - --> - - - -_.... - -- - ---- -- --- -- - ---- ;- ------- - -- -- G AND PREPARE _ _... ..__. -., __ - __,:.--.:__, _:__- - ______:::-._ - -- ---- _ © -- __ ---_.. - _ __._. _,....-===--- ---_..:_,-.:-------. ._...- --- _.�,�---t ---___-===--__ - - - # _� _ o \q .. . _... -- - - ------�--------- -- ------ -- FOR NEW ROOFING. -:= --- --- --� -- - _ --- --- 1- -1 ------------.. ------------ I - 1 - -- ---- - 1._.. -,..._, --,.__„__...____--------,�__.__.•_-.,.__-_,-__.. � -- --------- - -- -- -- - ----- ,- �R- _ - - - - - - -- - - - - - ------------ '< x ----------�` -_____--' -� - - -- ----- - -- - - --- -----i 3. PRO DE D ---I ----------N- --------------- �-- ---.I--------- N ---------------- I---- 1 .__ ____.__ .- -___ _ __ V I A E QUATE / ENGINEERED SHORING AT WORK AREAS AS - -- - ---- --- -- - - - -- -- - o ---- - ----------- --- - -- I --- --.- ------ -- ___-------- - .. _ _ t -_ _ _—- - - - - - - ---- -- ----- .. __---------------_.---' ------------ '�i \ / -------- -- __ ..... ..... . .. -I ----- -- ---------- I- T -------.?.. -__- -..._. 1_._. I --_---- -- -- - � -__-_ ---- _-.:_.__._::.--:.:..._._ -- - ----�q,¢------------ - "��- -_---- _ - - __-_.....__-........_.__ REQUIRED. <° _ :_- - ..._..-k_ -� - - ,- --. .t�..-. _ __-�„ r-_-�___._,-3: _-.,--•-_--.___-" - - -__ ___.__.____._.,, ._-._,,____,--� --___ - / - _._.__.-- - - _..._. -0 _...._ ..__...._ :._._._=.w-�.,,-_-_ _.�._.._._., ..-.-._-..-__._____._.- ,___..,�..R " . \ NE 2X10 w w I,.-I �' -_-__-- _,_... .,.._.._..,__,- ...., /-�? ------ ---- 4 ION THROUGHOUT WORK AREAS FOR - - -, -- - - - - \ ( - --z _-_- - - --z -._... .._. ...- - - - - -- -..._ _ - - --- _... - ..... ... -1-- -- ..................................,\ 1 - - �' .._.... .. _.. _... > ... - --`' . _.....- -- XTO RR.._:..__... .._... -2XiZ.. _.... ....__ - - - - - ,/ - - - - - -- - --- - o �f>p _� /o / �/o - ;/ �\ ----- - _ - - - __. - - - �o _ :--__._ ..._---- - - DURAOTIONOOFDPROJOECT T - --- ---- \ o �� _ o = o - o o > c� _.. .._ __. _._.......-..... __..-._ ..... .. �•-t6_O C: =@'1t�O7C--'= __.__ ____,__„__ _ 5. GC TO PATCH + REPAIR ALL DAMAGE DONE BY GC AT NO > ------ ------- --...o..---- ------- -------- ----- ___._------------- -- -------------___"_ - -- / _-�j \ ---------------- - ----- __ .-.--.-----_-----.-_ _ -- - _ - - ---- --. _ --- - ------ - \ _ .... .._..._ --- -�� , II x x - x x x r -...._N .___-__ ?, -___- -__-_.-_-_-_-__..... _-_- }_ - L __.._._:- ._...._ _ _ - - ADDITIONAL COST TO OWNER. - - N N N N N __.-_ N N N N N LV ._..�..,.... .. - - - �... .,-,..,� - Y- _ _ M - -- -- - .. .>_,- _ - - -M-- - -- ----•-/- ---- ---� }_-\ — - _ - — I,.---_- __.,..-,._,:.,_•___- _ __......_ _._,. —� W_. --- - ---- -- ,u -1 '" .___ _ `� a , --- ------ - x - CONSTIRUCTION NOTES: - - - - - - - - - � - (2) ZX I O o � � - •---- -- --- --- - ---- - ! - - ---- __ -- ----- - - =z�=., z=_ -N - vs=....._,�,--�_-- -- ____ (2) XIO -/>• 2) 2X10 ---- -o-�_. - -- --- - -- �= - ---- ---- -- \ i w w - w w w I-----...-------- - w - --- -----... - _cv - ____-._:_ __- W- _ _� --- ----- ---- - - I. ALL ROOFING PRODUCTS PROVIDED SHALL B -- -- :_. _........... ..x -. .._......_._. .. _ __ ___.r_ - E MANUFACTURED BY N - - - - - - O`..:....:.......__...m.=_,..::___:_... -- - - - ----- --- --- - -- .._.._.. --- --... - - - --- - - - ---- ----- ._...,A ._a.:-.-:. :..� ., GAF" TO QUALIFY FOR MINIMUM OF "GAF SILVER PLEDGE LIMI ED - - -- - -- -- �� --- -- \ --..! \Q - - � - -LU - ----.---.-- ---- ---.- - - J ---- u�-____..._. ----z --- - - - --.._... - _- - - : _ _-__ - " - --._.. .__...----- -._ :_._._:. :_.__-.---.- -. - . . ._._ . .:. -- -:___==_ -=z F z...- « _"=_-_ --_--==----_=___--- WAIRRANTY". PROVIDE NEW ROOFING --- PRODUCTS LIS ED EL _. . - - - -1VEtN_f2) 2Xf0...---- ..-_..._ _. i\\ �S/o \ , - - - - ---- /_..__:- _ .. .... _ _.:.......:....::::_:._:_-_:::-.-.:_-___.___ .. -- __:. --- _-__ \� t.. THROUGHOUT ENTIRE NEW AND EXISTING R OF - -- - _ = _ - _-_ = P __:::_.-_ - _..,:.: ...._... .. -- _ 6q \ `L�'/ - �/ - - - `� __-.- :- - _-- --- _-_ _ __ 0 AREAS. LIST OF -------- - -::-____-- - --__ -_ ---- .__ _ ---- - - -- _ _ _._ -------- __ ._ _ O - - _ _-- _'_� ----- - -- -- -- -- ._.._..- -- -_=__= \ -- -- - - - --...-- - ._.. ..__.. -------- - _-- .: - - - - - RO©PING PRODUCTS BY "GAF" SHALL BE: ____---__.._-____ - --- --- \ - -----_--_---.. - - - - - _____-__ --- -- ti - - - _- __- -. _- - o �\ r :__= __-- ----_ . ------- ----- - ------- --._ . - > - - ----z -.1__..----- - -- - - -- ---- , --- ------------ - q�'-\\ .- > -- --- 77___---_------ ________ ------------ --. .-..------------ ___- .'-- \ - -- _+___.-- _ . - --- __ ____- ___ - - -_ - - -- A. ARCHITECTURAL SHINGLES: GAF LIFETIME - - - _-- - - - - �� - = - _ - - - - - - - -- - - - - - --- _ --- -- - - __ _ _. z _. _ ° - - 1 -_ - -- I--_ -_� --- - --- ----- - -- --- -- - _ - - - - - - - -- -- -- --- ---o - - --- - \ // - - - -- - - - - - --- - - - - - ---- -- - - - SHINGLES (COLOR AS SPECIFIED) . - - - _ - B. _.___ ___- __ __ _ .._ -__- _. - _ - _ _... - -_..__..... SHINGLE RIDGE CAP: IMBE - -------- - -`" `' -_... . - - - -- ._.} --- -----�\ -- EST PREMIUM SBS - -- - - - -- / -- - -- -} - .. ..... - > ---- - -- ---- ...---.-..---- --- -... _..-}____--_ T RCR - - - - - --- ------- _ --------------------- -- - __ _. , - -------- _____:_:::::::_: __ -.:.____ . . .: _ -.:..____ --_ _ --- - - ---- - -- - - - --- - --- --- -- - . _-,---=- ------------- --- -- -._..._:_.. .. __. :.._ ---- - - - - - I o - - T I \ -- - --- - -- --- --- - - --- - - - - - -- --- ------ -- - - ---- -- - - ___-______�=-=______- _._-- :__.._, _,_,-. (COLOR TO MATCH SHINGLES) - -- - -- ---------- ----------------- ---._ . _-.---- ,J--------_ .. - - - -NEWS -110 --- - - --_ -- _.... _ _ - ::::,--- �- ------- - - -- - --- - - - - _ __.___ .__ . ._ ___.._:_.. ._.__. _____.. __.__ _ ____-- ---- - - ___..._ ____ .,__,,._._.__ __,______ C SHINGLE STARTER STRIP: GAF STARTER STRIP __ - -_ - - - _ _ ___.___--- -- ==1-===_ _ -.______.______. T:=_=________ __-��__--�_______-_- \----------------- - ---.. _..._..._..- - - _-___: _-- -- _ - _._ --_ -- -- I' - __ - - - -- ----- ---- ...---__ ___ - - - - - - - - - - - -------- ----- --- - -- --------- ------- -----'--------._._ -- _'. ._..... _ . - I _ .._ ._...._ _.....____.._...._..___ _---..___..__._..._I... __-.-1.._._...___._..._................... . \ � --.......----__--- -.._.----.___._ _..._.__._._.-----.._._ -.__-- ---__._..-- _ - -- _---- ---- ___-_.K------ __ _ ---_---------_-- --_ -- --__--___-_---- -,&- -_-__ ---__===-=_==_--=-_-----___:_-_----_-_ -------------- -- - ------- --------- -- ---- ---- _ SHINGLE S -----1 --- -- -- -1---- - ---- - - --- - _ _._. . — ---- --- ----- --\ - -- - . .. ._ -' - - - - _ -- - -- - .... _._. ..- .. - -- . - _ D. ICE & WATER SHIELD: - - - ..... ._..------- - - - - ---- -- - -- - ----- - - --------�---- --- -------1- WEATHERWATCH MINERAL ...--.- _ - - ___W_. . .._.,._.,.-.-_....,�.,,_ --._,--..._ ...- _ _ � �. � � , - - - - - - ` �-- - - - - -___4_ - -. _-... _ -_.-- -- --- - ,. . _ ._... : ._m....._. ..,__ 0 ---= Y- . .._ _..... r-----__,._ _:_._,. :.. _.._,.r . ....._., .. ,-._ .. ....... : .... . w...... _ 9` _� A. i r�- _ e I o NEW 2X12 RIDGE TO MATCH EXISTING �, >/ EX. 2X12 RIDGE NEW 2X12 RIDGE TO MATCH EXISTING `NEW W-13T4 5(-1 VL'-RIDGE BEAM . ... _ _...... - . ......_. _ -_..., -:-:_ I ---_-- -- ----- - - __ _._. - ._._ ..._..__ __.- -- _ ' 1 - --- - E. DECK PRO EAK - - - ------- --- - -- -- - ----- - ---- ------ - --- ---- -- ---- -- ------- �- - _ _ _ - _ -- - -- - T CT I ONRR IA F SH I NG LE MATE _ .:. - - - -- - - - - - _._ .._..- - - - - - - - - - - - - - - ---- - - - EX. 2X10 RR @ 16" O.C. � -- 1 - ---- >/ - _ -- -__ -__- - - -_ _� - - - -_ -- - =- - - _ _ - .:_..=EX�2XI O=FAR @ 1 Y_D.C. - -- - - - _ r _ _.. ,... _ F RIDGE VENT: COBRA EXHAUST VENT ____ _ -___ - ___.-_ _ -___ -- -_--__ _--- N.-_ __ - ____ ________ .. - -- - N_ _ - - - - -- - - -- -� -----' - -- ----------- --------- -� - ___ ----- -._: - - - - - - - - ----- - --- - ----4 --- - - - A 301 x ------ - _ r _. -- -r- - -- -- .... --./ \ - - - - - - _--_._- __.: ..... ___-_ - -- G. 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I I Matthew Lun AIA NCARB �.-- N=�\ 1 g� -_--- " l f---Z -:�w_ \ 1 OWNER: / _ .... z _ . .. \ i I --- - - I _ - . ; I Cad C ver --- _ .._.___-- -=_ a uI \Q/>f__==Zx6-- T- 16��=�C,-- :=___\ 0 NEW (2) 2X10 email: cadeculver@gmail.com 2X8 RR @ 16" ' A• / - - -- - ----------- -------..0 ---------- - i ----- ----- ------- - =..._-_\`_ - - ry / / 1, 1\,e,___-.._.-,_-_ ,-.__._ __..__..-.,_,�.._,-:__ _ ____ -'_`_ =a OS'j I_ ADDRESS: �� > p ( _ _ I f/ -__ ____ _.-_... _ _ \ 2060 Clearview Ave �` _ -_...._._ --.. .. .. _. NEW t2) 2x10 ��__. : _ Southold, NY 11971 I NEW ZX10 RR TO'MATCH EX.-- NEW 2X10 RR TO MATCH EX. \ ` I TITLE: ,__- ,_-.._.__-. ,- __ _ - 1 PROIPOSED ROOF PLAN -------- -- ------------------- ----------------------- - \ >- _- _ __.__. -- \ I - . <- -- - - ---- -- --------- - -------__ ------------ -- :------ - -- ____ __.__-__.-____. ._._ ._-__-_.____.__.. _..._____._._____ _-_ PROPOSED ROOF PLAN �.- - _ - - - - _ _:_...._. ATED 1. 9.16 - _ __- . . . .. . - . __ - --------------------------- --- ----------------- -- ------ _....._..---------._._.._.._._..---- -- \ SCALE: DATE: DRAWN: CHECKED: 1 r _ AS INDIC 202 0 MB MB/ML SCALE: 1/4"' = 1�-0" ± 21'-O" 1 PROJECT NO: DRAWING NO: REVISION: NEW GABLE ROOF TO REPLACE EXISTING HIP ROOF OVER GARAGE PHo48 A-103 0' 2' 4' 8' 16' A-300 F:on and Alterations at r Residence DESIGN TEAM: EXISTING� NEW NEW CHIMNEY WITH . . ... ...! o z_ STONE FINISH N z T.O. RIDGE i EL. 19' - 8" (V,I,F) ,r' ~ EL, 19' - F (V.I.F.) ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND TEXT) IIS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS LINE OF EX. HIP ROOFif NEW ROOF - i'r EX. ROOF - s NEW ROOF PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER i•, � INTELLECTUAL PROPERTY LAWS. ANY IAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR 31 6 PARTIH FEATURED IN THIS DRAWING SET AND BELONGING TO / I'-6" 9'- AUS DESIGN LLC MAY RESULT IN LEGAL ACTION. c� c.� 3 c.� I: \ IZ ~ J ~ J ~ J i \ PVC GABLE VENT 7 5 w cn_ w...cn (TYP.) _-- �-.-.-,.;;- ::. , -: ' � ,.... 12 � 12 ; —..___ i i --.----- � � I' ARCHITECT OF RECORD: �- —� 7.5 NYS THEW C R ES BUSCH Ix4 PVC TRIM ------------- . - -----------�'�/ 7'5 \�`. 4x DOUG. FIR TIMBER I; (TYP.) 12 ... GABLE BRACKET ..... j , Ix8+L<6 BUILT UP PVC f G IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS 30 o /ram - ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO FASCIA(TYP.) EI �rr ``''`' ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN i BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ITEM I€ I: it it jl i ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND STAN ING S AM R OF SKIRT THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND -- - -- - -_- __ — _........ ..... 1 €. is -5/4x8 DOUG. _ l T.O. PLATE - IST FLR , _..... -- -- -- - -- - . ............_. ... il.. _,...._ .._ _ -.. .,_ T.O. PLATE - IST FLR THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION EL. 8' - I" 5/4x4 PVC TRIM €; S ANDI SEA R00 SKIR = __._._____._.__ __ ......_�__ r-�..,. -_.... .. _...-..... . EL, 8' - I" OF THE ALTERATION. (TYP.) - - - CW25- __ - -- 207 4076PVT 207 CN15 P4050 ;, CN15 I I P 6 i REPLACE — ~T D f €s - _. E EXISTING I I F� GUTTE R & 1 — NEW ALUM. 1 t C 2 k E / �1 N 4 I — CN24\ 1 I � II i i i / \ I I THROUGHOUT \LEADER / I CW25 CW 5 CW 5 I' I w� Apw 6� I 7 Al N♦ I i G { E t I tS f iREPLACEIj ;k: i B P RE LACE ;� I f isI Ix3 PV'I C TRIM @ ALL to 3 f- 11 — 1 E I ' EXISNNG XI EI E S7}NG f j \ / 1 E. Ef , I I E 3- ,E I I E I D AND BATTE N N 3;NEW BOAR 11 E I OPENINGS I GS I TYP. 3 I f ( Z I 1 I I i X I I i b; l i (( I ) THROUGHOUT ` I l SIDING E 's E i i E. it N II ! 3 I% 1 s` 1 i { I 3 Y 4 1 � �t (T YP h HIS TORIC C SILL TYP. n ( ) 5 3 l f II , I : f ;,I if , ! € „ , i F , , ii I is i ; Ix4 PVC CORNER TRIM TYP, i , f I: i 3 ; IST R „ ... „ . ,.... ,. ... .. .� . . . _ IST FLR EL• 0 0„ 5/4x5 PVC SKIRT EL. 0 - 0 I , — it is i F'. F $ „ F N BOARD (TYP.) ''I ----I' GRADE �' �TVENT' (TYP.)PER PLAN GRADE EL.(VARIES) f I I I I I � EL.(VARIES) SHEET MOTES: f I I f t REFER TO A-502 FOR ENLARGED DETAILS I I I f I 1 I I I s ------------------------------1 ----------------------------------------------------------rL--------------------------------------------------- LT._,.._A.,._-•_.__,_..,___"_ __w_—_ - - AND DECK FRAMING DETAILS B.O. FOOTING TYPICAL ROOF ASSEMBLY h ............. .. .. 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AIA, MSAUD EL.(VARIES) EL.(VARIES) Matthew Busch AIA NCARB Matthew Lung,Busch, NCARB { I I t I I rJ L� r� L� B.O. FOOTING,,, f 1. r OWNER: f r�B.O. FOOTING EL. -5' - 0" (V.I.F.) Cade Culver emaill: cadeculver@gmail.com ADDRESS: 2060 Clearview Ave Southold, NY 11971 TITLE: PROPOSED ELEVATIONS REAR E L E VAT I O N (SOUTH ) SCALE: DATE: DRAWN: CHECKED: AS INDICATED 2021.09.16 MB MB/ML 7CA7741 = 1'-0" PROJECT NO: DRAWING NO: REVISION: PH048 A-300 0' 2' 4' 8' 16' PROJECT NAME: Addition and Alterations at Culver Residence I i DESIGN TEAM: r Lr"j A NEW CHIMNEY j.... (BEYOND) T.O. RIDGE, T.0 R DGE EL. 19' ' 8" (- V.I.F.) 4 EL�(V•1.F•) ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT I LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND _________. __...._ _... _...._ __..... .„ PVC GABLE VENT D AS SUCH IS TEXT IS THE PROPERTY OF PARTIHAUS DESIGN LLC AN -'- PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER (TYP.) INTELLECTUAL PROPERTY LAWS. 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ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND VENTED SOFFIT ✓/;HARDIE OR EQUAL, TYP TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER ' 2X8 LADDER FRAMED RAKE !`' ``` '`iii!`. 'fi IIII ''✓ 2XIO@ 16" Q.C. IX8+IX6 BUILT UP INTELLECTUAL PROPERTY LAWS. FASCIA, TYP. ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO VENTED SOFFIT PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. II HARDIE OR EQUAL, TYP BEAM PER PLAN ` ;`; 1 /.jr; GABLE BRACKET �, \11. III P3040 P3040 II r,: 11 t \`, `� IIII ARCHITECT OF RECORD: 1 I ':; `,`,: ';" (SEE ELEVATION) MATTHEw cHARLEs BuscH III II 2X10@ 16" Q.C. NYS LICENSE NO. 042983 III II I SKYLIGHTS BEYOND " III II IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS IIII I ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO III I1 ,.._.....,,___... 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AIR SPACE OVER INSULATION - 1/2" GWB AT CEILINGS ;S41=11mll ING SECTION TYPICAL E E CONSTRUCTION - 36" ICE SHIHI ELD (D - PVC TRIM BOARD = 1'-0" - ALUM. GUTTER - VENTED SOFFIT PANEL 0' 2' ! 4' 8' 16' TYPICAL EXTERIOR WALL CONSTRUCTION - BOARD AND BATTEN CEMENT FIBER SIDING - 1/2" XPS RIGID INSULATION - R-3 MIN. - AIR AND MOISTURE BARRIER (TYVEK OR EQUAL) - 1/2" CDX SHEATHING - 2X4 @ 16" O.C. - R-15 BATTS INSULATION - 1/2" GWB NOTE: ALL EXPOSED/FINISH WOOD SHALL BE FINISHED WITH MIN. 2 2X8 LADDER FRAMED RAKE COATS OF MARINE GRADE WOOD SEALER (CLEAR) IX8+IX6 BUILT UP _ 2X12 RIDGE T.O. RIDGE, ___...... ..... FASCIA, TYP. MATCH EXISTING _--„ ,�T.O. RIDGE EL. 19' -- 8" (V.I.F.) VENTED SOFFIT MATCH EXISTING 2X8 @ 16" O.C. ELy 19' - 8" (V.I.F.) HARDIE OR EQUAL, TYP N /--MATCH EXISTING 2X6 @ 16" O.C. - ----- ----- REV: DESCRIPTION: BY: DATE: ------------ 6 FILING SET TO OWNER PH 11.09.2021 ------ -------_ - ------- - - -- -- -- - ....- , -- --- : e' , - _`__.'_ �� fl� „ 'a' ;r; r-.,'' t �,<<''s: -- 5 EXTERIOR BID SET PH 11.03.2021 -- -- _DESK f� � - - -- NEW ZX6 @ 16' O.C. r�F I 4 SITE N TO SURVEYOR PH 10.09.2021 --.-_--------_._—— ....... -- -- C� -:_ ::_._..:_. - _ _------ -.:._._.._ - - - — ----- -- 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 =—. :_=.___= -= — - _--_:..__--- -. -___- NEW ATTIC SPACE ,�,, _— _- _ _ __ - _— _ _.._ _ :. ._: _ r--::- .�--- - -- - .- � _--. -_. (CONDITIONED Q :-_�_ _ _.. - _.-----.__:...__._.__.-----_..__...._- ._.. .__...__................ .. ...... --- - --- -----._... 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TO REMAIN-=---� EL. 0' - 0" DESIGN TEAM: GRADE - `L - - - _ - _ - - - - - - - - - GRADE Antonio Gabriele, Assoc. AIA, MSAUD - - - - - - - - - - - - - - - - - - - - E-L.(VARIES) _ - t I fi EL.(VARIES) Matthew Busch AIA NCARB EX STING CRAWL SPACE TO REMAIN III y I I f I I Matthew Lung, AIA NCARB - - — — — — — — — — — — — — — B.O. FOOTING,, . . - _ _ — _-__ — _ _ _ B 0. FOOTING OWNER: EL. -5 - 0" (V.I.F.) EL. -5' 0" (V.I.F ) a f I - _ - -- Cade Culver 1 email: cadeculver@gmail.com ADDRESS: 2060 Clearview Ave Southold, NY 11971 TITLE: BUILDING SECTIONS BUILDING SECTION SCALE: DATE: DRAWN: CHECKED: 2 AS INDICATED 2021.09.16 MB MB/ML SCALE: 14" = 1'-0" ,,,;,f %,;: ° PROJECT NO: DRAWING NO: REVISION: PH048 A-401 0' 2' 4' 8' 16' PROJECT NAME: INTERIOR FINISH Addition and Alterations at THERMAL INSULATION DOOR SCHEDULE Culver Residence EXTERIOR SHEATHING RIGID INSULATION DOOR MATERIAL DESIGN TEAM: TYPE DESCRIPTION LABEL REMARKS EXTERIOR SIDING WIDTH HEIGHT THK. DOOR FRAME WEATHER BARRIER (2)2070 DOUBLE 4' - 0" 7' - 0" 0' - 1 3/8" WD WD STRUCTURAL HEADER 2670 SINGLE 2' - 6" 7' - 0" 0' - 13/8" WD WD - I" UNDERCUT @BATHROOMS ONLY CONCRETE FOUNDATION WALL, METAL FLASHING _ It I 3070 SINGLE 3' - 0" 7' - 0" 0' - 1 3/8" WD WD I SEE PLAN FO 4 R SIZ E OVER WIN DOW TR M BLOCKING MAY BE REQUIRED TO ALIGN 4070CL DOUBLE 4' - 0" 7' - 0" 0' - 13/8" WD WD SPREAD FOOTING, % EXTERIOR FACE OF WINDOW 4076PVT CUSTOM PIVOT DOOR 4' - 0" 7' - 6" 0' - 1 3/8" AL WD CUSTOM PIVOT DOOR; ANDERSEN "WEILAND" OR EQUAL; SEE PLAN FOR SIZE INTERIOR FINISH STOOL / FORREST GREEN INTERIOR, BLACK INTERIOR FRAME ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT EXTERIOR TRIM LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND STRUCTURAL JAMB INTERIOR CASING 6070CL SLIDING - CLOSET 6' - 0" 7' - 0" 0' - 13/8" WD WD TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS THERMAL INSULATION INTERIOR CASING 6070SL SLIDING -EXTERIOR 6' - 0" 7' - 0" 0' - 0 3/4" WD WD FORREST GREEN EXTERIOR, BLACK INTERIOR FRAME PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER SPRAY FOAM SEALANT INTELLECTUAL PROPERTY LAWS. 8070SL ISLIDING - EXTERIOR 8' - 0" 7' - 0" 0' - 0 3/4" WD WD FORREST GREEN EXTERIOR, BLACK INTERIOR FRAME WINDOW BASIS OF DESIGN FOR EXTERIOR SLIDING DOORS: ANDERSON 400 SERIES SLIDING DOORS ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN oR HEAD DETAIL IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO BASIS OF DESIGN FOR EXTERIOR PIVOT DOORS: ANDERSON 'WEILAND" PIVOT DOORS PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. WINDOW SYSTEM BASIS OF DESIGN FOR INTERIOR DOORS: TRUSTILE, SOLID CORE, 5 PANEL (PAINTED) INTERIOR STOOL EXTERIOR DOORS: EXTERIOR SIDING W NDO U-FACTOR: 30 ARCHITECT HA RECORD: MATTHEW CHARLES BUSCH NYS LICENSE NO. 042983 WEATHER BARRIER "" SHGC: .29 PRESERVATIVE SUBSILL FLASHING EXTERIOR SHEATHING Q VT: 50 TREATED FURRING WITH END DAMS AIR INFILTRATION: <0.2 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO JAMB DETAIL INTERIOR CASING DESIGN PRESSURE: 30/35 ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN EXTERIOR TRIM ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE INTERIOR FINISH ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND BATT INSULATION THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION o EXTERIOR SHEATHING OF THE ALTERATION. — WEATHER BARRIER RIGID INSULATION __---EXTERIOR SIDING ��RED -', SILL DETA/L aE� '� tlE 7y® M fs � 19 D FOOTING DETAIL TYP. WINDOW DETAILS WINDOW SCHEDULE �-�T 29a3"SCALE: TEPPE 2 �:04 F 1/2" = 1'-O" SCALE: 1 1/2" = 1'-0" WINDOW " TYPE DESCRIPTION WIDTH HEIGHT GLAZING REMARKS CN15 CASEMENT- SINGLE I' - 8 1/2" 5' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR SHEET NOTES: WEATHER BARRIER OVERLAPPED TO DIRECT MOISTURE AWAY CN24 CASEMENT - DOUBLE 4' - 0" 4' - 0" Low-E4 'FOREST GREEN EXTERIOR, BLACK INTERIOR FROM STRUCTURE/FRAMING CW15 CASEMENT - SINGLE 2' - 4 1/2" 5' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR b CW25 CASEMENT - DOUBLE 4' - 8 1/2" 5' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR FOLDED OR SOLDERED SILL CXW25 CASEMENT - DOUBLE 6' - 0" 5' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR FLASHING FCM 2046 FIXED SKYLIGHT (EXTERIOR) 2' - 0" 4' - 6" LAMINATED FOREST GREEN EXTERIOR, BLACK INTERIOR, CURB MOUNTED FIXED SAFETY GLASS SKYLIGHT CAP/BRICK MOLD P2076 IPICTURE 2' - 0" 7' - 6" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR 6" MIN. P2620 PICTURE 2' - 0" 2' - 6" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR OVERLAP HEAD CASING/TRIM P3020 PICTURE 2' - 0" 3' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR P3040 PICTURE 3' - 0" 4' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR FOLDED OR SOLDERED HEAD FLASHING WITH DRIP EDGE P6480 PICTURE 8' - 0" 3' - 4" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR P4050 iPICTURE 4' - 0" 5' - 0" Low-E4 FOREST GREEN EXTERIOR, BLACK INTERIOR P5080C IPICTURE (CUSTOM SHAPE) 8' - 0" 1 4' - II 1/2" 1 Low-E4 IFOREST GREEN EXTERIOR, BLACK INTERIOR BASIS OF DESIGN FOR ALL CASEMENT WINDOWS TO BE ANDERSON 400 CASEMENT WIND BORNE DEBRIS ZONE NOTE: 6 z BASIS OF DESIGN FOR ALL PICTURE WINDOWS TO BE ANDERSON 400 PICTURE EXTERIOR GLAZING IN BUILDINGS LOCATED IN M/� - BASIS OF DESIGN FOR CUSTOM SHAPED WINDOWS TO BE ANDERSON 400 SPECIALTY SHAPE WINDOWS WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ALL CASEMENT WINDOWS: SPECIALTY WINDOWS: EXTERIOR GLAZING UNITS SHALL BE IMPACT U-FACTOR: .28 U-FACTOR: .26 RESISTANT OR PROVIDED WITH WOOD STRUCTURAL SHGC: .32 SHGC: .53 PANELS WITH A THICKNESS OF 5/8 INCH (MIN) AND VT: .54 VT: .56 A MAX SPAN OF 8 FEET SHALL BE PROVIDED FOR AIR INFILTRATION: <0.2 AIR INFILTRATION: <0.2 OPENING PROTECTION. PANELS TO BE PRECUT AND DESIGN PRESSURE: 70/70 DESIGN PRESSURE: 50/50 PREDRILLED FOR ATTACHMENT WITH NO. 8 WOOD SCREWS AT A MAXIMUM OF 8" O.C. z PICTURE WINDOWS: U-FACTOR: .27 - SHGC: .34 ZD VT: .60 AIR INFILTRATION: <0.2 DESIGN PRESSURE: 65/65 JAMB CASING/TRIM WINDOW UINIT SILL (SLOPED TOP) OVERHANGS APRON APPROXIMATELY I' APRON EXTERIOR FINISH MATERIAL REV: DESCRIPTION: BY: DATE: TYPICAL WATERPROOFING AT OPENINGS WINDOW AND DOOR ELEVATIONS 6 FILING SET TO OWNER PH 11.09.2021 5 EXTERIOR BID SET PH 11.03.2021 SCALE: 1/2" — 1'-0" SEE SCHED. L SEE L 4'-0" SEE SCHED. 4 SITE PLAN TO SURVEYOR PH 10.09.2021 SCHED. 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 HEADER FLASHING (TURN UP 6", APA RATED PANEL SHEATHING INSTALLED W/ LONG DIM, I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 MIN.) ACROSS SUPPOERTS. STAGGER VERTICAL JOINTS. LEAVE TRIM/CASING DRIP CAP OVER TRIM / SCHEMATIC DESIGN TO OWNER PH 09.13.2021 SHIM SPACE 1/8" GAP AT ENDS AND EDGES U.O.N. ROOF w FRAME FRAMING N o 0 0 EXISTING CONDITIONS TO OWNER PH 09.13.2021 FRAME DOOR SPACE NAILS 12 O.C., 6 O.C. @ENDS � STATUS: Issued for Filing - DOOR PANEL CLIPS, TONGUE-AND-GROOVE EDGES, OR BLOCKING UNDERNEATH, IF V:1 0 0 REQUIRED. FIN J IIII Part I H aU s HEAD DETAIL L HEAD DETAIL FLR 6070SL 2670 4070CL c2)2o70 Design LLC ASPHALT SHINGLES, INSTALL • 8070sL 3070 6070CL r' —_ TRIM/CASING PER MANUFACTURER'S 4'-0" 4'-0" GYPSUM INSTRUCTIONS ) 516.429.1122 BOARD SHIM SPACE 12 2615 Union Blvd �— FRAME 7.5 ��ti W-0" Islip, NY, 11751 TRIM/CASING 6'-0° \ 4'-0° 4'-01, ( info@parti.haus ROUGH BUCK i \ www.parti.haus FRAME P3040 P3040 ( 12 ALUMINUM DESIGN TEAM: I `; 7.5 - ��2 Antonio Gabriele Assoc. AIA MSAUD P5080C N Matthew Busch, AIA MCARB Q GUTTER JAMB DETAIL �"'�'`` " '� P3020 / \ Matthew Lung, AIA MCARB JAMB DETAIL • � � � .o DOOR DOOR WITH — i 48 WEATHERSTRIPPING ;% 'P3 0 N OWNER:ER: SAD DLE '... ...;;;;, _, H Cade Culver (OPTIONAL) E f; THRESHOLD SEE SCHED. EE SCHED P5Q80C N email: cadeculver@gmail.com FINISH ',,. _ FLOORING CN24 GN15 - --- - ---- - -- - FLASHING UNDER WOOD I N SILL ICE & WATER SHIELD 2076 / P2076 - CVO15 8070SL BLOCKING UNDER JOINT UNDERLAYMENT. 3 -0 MIN. w c25 �' OVERLAY � '- N ADDIREss: _ I l 2060 Clearview Ave BETWEEN SILL AND = = o 111 UNDERCJT SUBFLOOR TAR PAPER DECK PROTECTION = \ / Southold, Y 11971 ;T AS REQUIRED �( IC w LU , RIM JOIST �, c ---� I, TITLE: SILL DETAIL SILL DETAIL PROTECT EDGES OF PANELS AGAINST EXPOSURE TO WEATHER WITH FELT OR STARTER STRIPS � � � I '� �/ � ` ARCHITECTURAL DETAILS &SCHEDULES TYP. DOOR DETAILS TYPICAL ROOF DETAIL -' o SCALE: DATE: [DRAIWN: CHECKED: 4 5 FINK N AS INDICATED 2021.09.16 MB/ML FLR SCALE: '1 1/2" = 1'-O" SCALE: 1/2" = 1'-0" PROJECT N0: DRAWING N0: REVISION: PH04ffi A-500 PROJECT NAME: IRC WALL BRACING NOTES SCHEMATIC PLUMBING RISER DIAGRAM Addition and Alterations at Culver Residence THIS ADDITION SHALL COMPLY WITH WALL BRACING REQUIREMENTS AS SET FORTH IN R602.12, AND IS DESIGNED TO DIAGRAMATIC - NOT TO SCALE EXISTING 4" SANITARY DRAIN SLOPED @ COMPLY WITH SUCH REQUIREMENTS AS SET FORTH BELOW: 1/4"/FOOT SHALL BE ADEQUATE FOR UP DESIGN TEAM: R602.12 SIMPLIFIED WALL BRACING LEGEND TO 216 DFU PER CODE BUILDINGS MEETING ALL OF THE FOLLOWING CONDITIONS SHALL BE PERMITTED TO BE BRACED IN ACCORDANCE WITH SIMPSONH2.5A @EA. RAFTER THIS SECTION AS AN ALTERNATIVE TO THE REQUIREMENTS OF SECTION R602.10. THE ENTIRE BUILDING SHALL BE WASTE SEE DETAIL T' - - - - - VENT BRACED IN ACCORDANCE WITH THIS SECTION; THE USE OF OTHER BRACING PROVISIONS OF SECTION R602.10, EXCEPT AS _ _ DEMO/REMOVED SPECIFIED HEREIN, SHALL NOT BE PERMITTED. RAFTER CUT NOT TO EXCEED (N) - NEW 1/3 OF DEPTH, (TYP.) I. THERE SHALL BE NOT MORE THAN THREE STORIES ABOVE THE TOP OF A CONCRETE OR MASONRY FOUNDATION OR (E) - EXISTING BASEMENT WALL. PERMANENT WOOD FOUNDATIONS SHALL NOT BE PERMITTED. (D) - DEMO/REMOVED P-3" VTR ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT I I LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND COMPLIES. I STORY BUILDING WITH CONCRETE FOUNDATION PROPOSED. 1 c��--3" VTR i TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS SIMPSON LSTA �18 @ EA. JACK STUD I PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER SEE DETAIL "4" 2. FLOORS SHALL NOT CANTILEVER MORE THAN 24 INCHES (607 MM) BEYOND THE FOUNDATION OR BEARING WALL I 1 I INTELLECTUAL PROPERTY LAWS. I � I BELOW. I I I ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR SIMPSON CSZO @ EA. STUD COMPLIES. NO CANTILEVERS PROPOSED. R I I -3" VTR IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO � � � PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. WRAP UNDER SILL I3. WALL HEIGHT SHALL NOT BE GREATER THAN 10 FEET (3048 MM). W/D, -1 SEE DETAIL "2" 12" COMPLIES. 8 FOOT WALLS PROPOSED. NEW BATHRM #4 ,,, , 1 1 I KITCHEN I BATHRM #3 BATHRM # - ' ` ` ` BATHRM #I ARCHITECT OF RECORD: 1 1/2" V—� REPLACE EXISTING REPLACE EXISTING REPLACE EXISTING _ NEW 4. THE BUILDING SHALL HAVE A ROOF EAVE-TO-RIDGE HEIGHT OF 15 FEET (4572 MM) OR LESS. , , 1 1 1 r , , NYSMAT LICENSE SE NO. 0 BUSCH � C'� I I/2" V 1 1 I I '(�-1 I/2" V r� I I I I/2° V \�` `�— NYS LICENSE N0. 042983 SIMPSON DSP @ JACK STUDS _�� COMPLIES. EAVE TO RIDGE HEIGHT DOES NOT EXCEED 15 FT. I I 1 b 6 1 1/2" V I I �rl i I I 1 1/2" V SEE DETAIL "5" I I —I I/4" V 1 1 11 I I (�—I I/4" V 1 I 1 1/4" V I I/4" V I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS 5. EXTERIOR WALLS SHALL HAVE GYPSUM BOARD WITH A MINIMUM THICKNESS OF I/2 INCH (12.7 MM) INSTALLED ON THE ®--r 1 I I/4" V ' 1 1/4" V ' 1 1 1/4" V I I I I ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO 5/8°A.B. MIN 7'EMBEDMENT ° INTERIOR SIDE FASTENED IN ACCORDANCE WITH TABLE R702.3.5. (N) (D) (N) (N)I I I I (E) I I (N) (N) (N) I I ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH COMPLIES. REFER TO A-SOZ. SNK SNK SNK SNK I ► SNK I 1 SNK, SNK SNK I I SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN SEE DETAIL "6" ° '° 3y\ (N) n (N) ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE a •- (N) (N) W/D 11/2" W DW 11/2" W (E) (E) (N) (N) (N) (N) ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND SEAM 6. THE STRUCTURE SHALL BE LOCATED WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN OR EQUAL TO 130 MPH FIRST FLOOR SHW WC 1 I/4" W TUB WC I I/4" W SHW WC 11/4" W I I/4" W WC SHW THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION (58 M/S), AND THE EXPOSURE CATEGORY IS B OR C. OF THE ALTERATION. 12" ° COMPLIES. REFER TO A-010. I I/2" W \ SIMPSON DTT22' = ° C/0 I C/0] C/0 I C/0 I I C/0 AT EXTERIOR CORNERS - SEE DETAIL 7" ° < ° 7. THE STRUCTURE SHALL BE LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C FOR DETACHED ONE- AND TWO-FAMILY 11 W 3" W \ 1 1/2" W 3" W 1 1/2" W , W 3" W E® (z, ;12" I I/2' W DWELLINGS OR SEISMIC DESIGN CATEGORY A OR B FOR TOWNHOUSES. COMPLIES. ONE FAMILY DWELLING IN SDC B. C/p I �� 8. CRIPPLE WALLS SHALL NOT BE PERMITTED IN THREE-STORY BUILDINGS. EX. 4" W (V.I.F.) (E) H/T �� A NOT APPLICABLE. PITCH MIN 1/4"/FT (VA.F.) p CRAWL SPACE '��/� 042983 ANCf- ORAGE DIAGRAM 1 STORY OF t4 SCALE. 1/ 0 SHEET NOTES: CUT LENGTH VARIES, V.I.F. USE EVERY OTHER NAIL ° ° HOLE IN ROW PROVIDE 4-8D 0• MIN. EACH END 12 8-SDS 1/4" X 1 112" ° / V TO CORNER (TY' FOR 2) ®m � 0o a° 1/2" DIA. THREADED ROD 5-8D TO RAFTER AND 5-81) TO PLATE ° " 4 VARIES �� 1` 14-IOD TOTAL TO JACK SIMPSON i STUD AND HEADER ~� STRONG-TIE STRAP S RAP / I a; °0 12" WRAP UNDER SILL AT SLAB ON GRADE ® an OR FOUNDATION ® m PROVIDE MINIMUM 7/8" STEM WALL END DISTANCE CONDITIONS o, EQUAL NUMBER OF SPECIFIED NAILS IN EACH END REV: DESCRIPTION: BY: DATE: SIMPSON H2 . 5A SIMPSON CS20 SIMPSON DTT2Z AT CORNER SIMPSON LSTA1 8 6 FILING SET TO OWNER PH 11.09.2021 2 4 5 EXTERIOR BID SET PH 11.03.2021 1 SCALE: :S" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 4 SITE PLAN TO SURVEYOR PH 10.09.2021 3 FINAL SO PACKAGE TO OWNER PH 09.27.2021 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 1 SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 SCHEMATIC DESIGN TO OWNER PH 09.13.2021 EXISTING CONDITIONS TO OWNER PH 09.13.2021 STATUS: Issued for Filing PartiHaus Design LLC 8-SDS 1/4" X 1 1/2" ro - BEAM ND STRAP 516.4 2 9.1 12 2 8 - IOD TO STUD TO POST OR CORNER may ) C� 2 3/8" END 2615 Union Blvd 2 - IOD TO PLATE n o �, DISTANCE Islip, NY, 11751 ° 8 t info@parti.haus P 1/2" DIA. A.B. www.parti.haus MIN 7" EMBEDMENT 5/8" DIA. X 14" ANCHOR BOLT WITH 3" SQUARE WASHER )� (3) IOD TO EACH o o DESIGN TEAM: END OF STRAP Antonio Gabrielle Assoc. AIA MSAUD ANCHOR BOLT NOTES: ® Matthew Busch, AIA NCARB I. MIN. 7" EMBEDMENT 2. 6'-0" O.C. MAX FOR I STORY STRUCTURE Matthew Lung, AIA NCARB 3. 3'-0" O.C. MAX FOR 2 STORY STRUCTURE 4. MIN. (2) PER SILL PLATE OWNER: ° °o •0 . ° ° °-' - a° 5. LOCATE IN MIDDLE THIRD OF SILL PLATE Cade Culver a ° o email: cadeculver@gmaii.com O ° ••° o° ° - - a ai. - ° ° O O o • 8 0°° e a O ea p° D O% °°� °8• ° 8°° 9 - °a a° O o° ADDRESS: ° 20160 Clearview Ave Southold, NY 11971 TITLE: ANCHORAGE DETAILS AND LOAD PATH DIAGRAM STRAPPING & HANGERS SCALE DATE DRAWN: CHECKED:DSP ANCHOR BOLT SIMPSON DTT2Z <.J AS iNDiiCaTED 2021.09.16 MB MB/ML 5 SCALE: 1 1/2" = 1'-0" SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 3" = 1'-O" PROJECT NO: DRAWING NO: REVISION: PH04& A-501 I i I NOTE: AT CONDITIONED ATTIC LOCATIONS, DECK FRAMING NOTES: � PROJECT NAME: PROVIDE 3/8" PLYWOOD OVER ROOF JOISTS ALL DECK CONNECTORS TO BE HOT DIPPED GALVANIZED (AIR SEAL ALL SEAMS) AND LOCATE EXTERIOR WALL 0.22" X 4" STRONG-DRIVE Addition and Alterations at EPA NOTE: INSULATION IN ROOF BAYS PER 2/A-502 PER ASTM A153 OR MECHANICALLY GALVANIZED PER ASTM PER PLAN B695, ALL LUMBER TO BE PRESSURE TREATED DOUGLAS SDWS TIMBER SCREWS IDE CONT. RIDGE VENT AT ROOF NOTE: TYPICAL ROOF CONSTRUCTION FIR OR HEM FIR NO.1 OR BETTER LEDGER BOARD Culver Residence EW ROOF LOCATIONS TYPICAL ROOF CONSTRUCTION (EXTERIOR) PROVIDE CONT. RIDGE VENT AT6" @ DECK - ALL NEW ROOF LOCATIONS (EXTERIOR) SIMPSON DTTZI WITH P.T.. 2X FRAMING PER PLAN ASHALT ROOF SHINGLES, TYP. ASHALT ROOF SHINGLES, TYP. (8) SD9112 TO JOIST, SIMPSON MAX TAR PAPER, TYP. TAR PAPER, TYP. EVENLYE A MIN SPACED F (4) (12) IOD TO BEAM6 — _ — DESIGN TEAM: I/2" CDX SHEATHING, TYP. (6) IOD TO POST I/2" CDX SHEATHING, TYP. THROUGHOUT DECK COMPOSITE DECKING ! I I I I I SEE ELEVATIONS 2X10 ROOF RAFTERS, SEE PLANS SEE ELEVATIONS 2X10 ROOF RAFTERS, SEE PLANS ALUM. FLASHING OVER — — — — (INTERIOR) 5/8" M.R. TYPE X GWB TOP OF LEDGER (INTERIOR) LEDGER DETAIL PREFABRICATED EAVE BAFFLE, , — — AFIRST FLOOR MAINTAIN I" AIRSPACE OVER PREFABRICATED EAVE BAFFLE, ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT INSULATION FOR VENTILATION 1 MAINTAIN I" AIRSPACE OVER SIMPSON LSCZ LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND INSULATION FOR VENTILATION TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS RAFTER CUT NOT TO EXCEED '/ ;�': (8) SD9112 TO BEAM ' - / RAFTER CUT NOT TO EXCEED (8) SD911 TO STRINGER PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER \ lCFsyl /„ I/3 OF DEPTH, TYP. / /;j` �FSy/F 'l"M/ I/3 OF DEPTH, TYP. 8" SDWH TIMBER-HEX HDG I INTELLECTUAL PROPERTY LAWS. F D M/N / : Y'" �C/ N SCREW WITH A MIN. OF 3" N co ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR �FR�A THREAD PENETRATION Q IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO MFN INTO DRY LUMBER— PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. II T BUILT UP FASCIA, 8 1/4" R-30C BUILT UP FASCIA, % SEE ELEVATIONS FIBERGLASS BATTS ' f SEE ELEVATIONS 2X10 LEDGER FASTENER C ,f Y/ / INSULATION /: TO BAND JOIST GROUND CONTACT ARCHITECT OF RECORD: ALUM. GUTTER i ALUM. GUTTER (STAGGERED, SEE DETAIL) " RATED 2X12 STRINGER MATTHEW CHARLES BUSCH T.O. PLATE -_IST FLR _ T.O. PLATE - IST FLR SIMPSON LU28, (8) SD9112 NYs LICENSE No. o429a3 (2) 2X12 HEADER, TYP. EMBEDDED CLIP TO LEDGER, (6) SD9112 ANGLE @ BASE, (2) IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS C.J. PER PLAN TO JOIST o o SD9112 TO STRINGER ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH R-30 FIBERGLASS HEADER PER PLAN GRADE SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN BATTS INSULATION VENTED SOFFIT PANEL TYP. HEAD HEIGHT U.N.O.,t VENTED SOFFIT PANEL ^ _ ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE TYP. HEAD HEIGHT U.N.O.h VARIES ALTERING ARCHITECT SHALL AFFIX TOHIS ITEM THE SEAL AND EL. 7'-0" A.F.F. EL. 7'-0" A.F.F. ° —12"W X H" D CONC. THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND FOOTING @STAIR THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION 5/8" M.R. TYPE X GWB WINDOW CASING, TYP. — ^-°_ �' OF THE ALTERATION. WINDOW CASING, TYP. - a • s' SIMPSON PBS66WINDOW, SEE z WINDOW SCHEDULE AND WINDOW SCHEDUWINDOW, SEE AE AND STANDOFF POST BASE "� � �ED � ^ _ 14 IOD TO POST POST AND FOOTING PER PLAN OFTG ��p F INFERIOR EXTERIOR INTERIOR _4 NrC EXTERIOR 4" MIN. CRUSHED "I "� .' GRAVEL FILL BELOW F00 ING, TYP. � 042983 ®� DECK. FRAMING DETAIL T 5 SCALE: 3/4" = 1'-0" �oF t4 SHEET NOTES: TYP. SILL HEIGHT U.N.O. _ TYPICAL WALL CONSTRUCTION TYP. SILL HEIGHT U.N.O.h TYPICAL WALL CONSTRUCTION EL. 2'-0" A.F.F. (EXTERIOR) EL. 2'-0" A.F.F. (EXTERIOR) SIDING AS SPECIFIED SIDING AS SPECIFIED 1/2" XPS RIGID INSULATION (R-3) 1/2" XPS RIGID INSULATION (R-3) I l I r' I WEATHER BARRIER, TYVEK OR EQUAL WEATHER BARRIER, TYVEK OR EQUAL c, j `` WOOD BASE, TYP. I/2" CDX SHEATHING WOOD BASE, TYP. 1/2" CDX SHEATHING !� �� , Toy��'r. (SERIES 200) NEW FLOORING AS BATTS INSULATION (R-15) NEW FLOORING AS BATTS INSULATION (R-15) I I I �1� r' I 71 SCHEDULED 2X4 @ 16" O.C. SCHEDULED 2X4 @ 16' O.C. I I I #8 x 3/4"SELF TAPP`Nr; I/2" M.R. GWB CONDITION AT GIRDER 1/2" M.R. GWB i i SCREW,PAN HEL''J, (INTERIOR) IS$ T FLR (INTERIOR) ISM T FLR I I ✓~' 3/4" PLYWOOD SUBFLOOR 3/4" PLYWOOD SUBFLOOR _�/ r 1 , FLOOR JOIST, SEE PLAN FOR SIZE % j' % FLOOR JOIST, SEE PLAN FOR SIZE a 1b xt4^Ss SCREW AND SPACING t TOr'RAIL t AND SPACING t t PAN HEADS, GUARE aPjVE TERMITE SHIELD, TYP. BATTS INSULATION (R-30) 4I8D TON H3O GIRDER 8. a F BATTS INSULATION (R-30) T 0' RAIL } - 4-8D TO JOIST 36" A.F.F. f __ _ �- W �� _ _ _L _ . !NTERr�'E-DATE 8"X16" FOUNDATION VENT AT TOP 2X6 SILL PLATE 6 2X6 SILL PLATE i.-. rICKET OF FOUNDATION WALL ° .a s , GRADE E 4-AAX,36 INCH FRET SPA€�l -M- ' �. (VARIES) EL. (VARIES) �----- F) �� SEE ELEVATIONS FOR LOCATION g I I I SIMPSON LCC POST I F` 'F` A' MI'""' /r! CAP 8-16D TO GIRDER E.'ET`^rFi r'' rp^` -8" THK CONCRETE FOUNDATION WALL CRAWL SPACE _ _ _ 8" THK CONCRETE FOUNDATION WALL u_ ^°•- ; CRAWL � CE ^° ' � ! � � Ct�51_f"�, S('ACI G AT -� DAMP-PROOFING MEMBRANE STEEL POST, SEE PLAN > DAMP-PROOFING MEMBRANE FOR SIZE 4 { IrvCr;E,s ON CENTER 2" THK CONC. SCRATCHCOAT OVER m 2"X4" KEY @ FOOTING a -Q 2"X4" KEY @ FOOTING i ^ 4" CRUSHED STONE BASE COURSE. 2" CONC. SCRATCH f I PROVIDE 6 MIL. POLYETHYLENE a 8" X 16" CONCRETE FOOTING, W/ (2) COAT °^ " 8" X 16" CONCRETE FOOTING, W/ (2) - 2.3/8" SC;IJ "^'F POST VAPOR RETARDER BETWEEN SLAB r,'4„° #5 BARS CONTINUOUS AT BOTTOM r-4„° g /,/=#5 BARS CONTINUOUS AT BOTTOM AND BASE COURSE 4, a$ o;4° CONC. FOOTING, SEE 4 ^$ ^ 4 PLAN FOR SIZE °- ° - - C -- - a a — ° a POST: 6`-G' OJ C, MAX c--------- -------,--_---s REV: DESCRIPTION: BY: DATE: LS!;3'M11 WALL SECTION TYP . WALL SECTION - CATH . CLNG 6 FILING SET TO OWNER PH 11.09.2021 2 5 EXTERIOR BID SET PH 11.03.2021 = 1'-0" SCALE: 3/4" = 1'-0" r I 4 SITE PLAN TO SURVEYOR PH 10.09.2021 fra r 3 FINAL SO PACKAGE TO OWNER PH 09.27.2021 ✓ 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 rTM✓ I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 SCHEMATIC DESIGN TO OWNER PH 09.13.2021 EXISTING CONDITIONS TO OWNER PH 09.13.2021 DOUBLEHEADER SHED RAFTE t" 4' NIIE�I. LAG PENETRATION Issued for Filing JACK / IRC R802.9 (INTO BLOCKINGr STATUS: RAFTER 6" LAG SCREWS, RIDGE BOARD CAP PartiHaus DOUBLE - TRIMMER .{ I I I / Design LLC RAFTER 516.429.1 122 2615 Union Blvd RAFTER ` '' I I " i Islip, NY, 11751 info@parti.haus 3/8" 0 LAG SCREW www.parti.haus DESIGN TEAM: 1 Antonio Gabriele Assoc. AIA MSAUD :I I I Matthew Busch, AIA NCARB CORNER Matthew Lung, AIA NCARB POST DOUBLE HEADER " s I [ I CAP WASHED. OWNER: Cade Culver RIDGE BOARD DOUBLE TOP PLATE DOUBLE TOP ;` PLATE `� __ email: cadeculver@gmail.com �F t l VALLEY RAFTER DOUBLE DOUBLE TRIMMER RAFTER r HEADER ADDRESS: IRC R802.9 -' VJC�GD BLOCKING 2060 Clearview Ave STUD STUD RAFTER t ', RIM JOIST Southold, NY 11971 TAIL TITLE: TYPICAL WALL SECTIONS BASIS OF DESIGN: . ORMER FRAMING DETAIL TYP . SHED DORMER FRAMING CABLE RAILING DETAILS REFER TO PECIFIIL REFER TO SPECIFICATIONS SCALE: DATE: DRAWN: CHECKED: AS INDICATED 2021.09.16 MB MB/ML (D;S 4CALE: 1,(4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 3/4" = 1'-0" PROJECT NO: DRAWING NO: REVISION: PHO48 A-502 I I I i PROJECT NAME: Addition and Alterations at R1001.2 FOOTINGS AND FOUNDATIONS R1001.8.1 SMOKE CHAMBER DIMENSIONS R1003.5 CORBELING R1003.13 MULTIPLE FLUES REMOVABLE CHIMNEY CLEANOUT FOOTINGS FOR MASONRY FIREPLACES AND THEIR CHIMNEYS SHALL BE CONSTRUCTED OF THE INSIDE HEIGHT OF THE SMOKE CHAMBER FROM THE FIREPLACE THROAT TO THE BEGINNING MASONRY CHIMNEYS SHALL NOT BE CORBELED MORE THAN ONE-HALF OF THE CHIMNEY'S WALL WHERE TWO OR MORE FLUES ARE LOCATED IN THE SAME CHIMNEY, MASONRY WYTHES SHALL BE COVER Culver Residence CONCRETE OR SOLID MASONRY NOT LESS THAN 12 INCHES (305 MM) THICK AND SHALL EXTEND OF THE FLUE SHALL NOT BE GREATER THAN THE INSIDE WIDTH OF THE FIREPLACE OPENING. THICKNESS FROM A WALL OR FOUNDATION, NOR SHALL A CHIMNEY BE CORBELED FROM A WALL BUILT BETWEEN ADJACENT FLUE LININGS. THE MASONRY WYTHES SHALL BE NOT LESS THAN 4 NOT LESS THAN 6 INCHES (152 MM) BEYOND THE FACE OF THE FIREPLACE OR FOUNDATION WALL THE INSIDE SURFACE OF THE SMOKE CHAMBER SHALL NOT BE INCLINED MORE THAN 45 DEGREES OR FOUNDATION THAT IS LESS THAN 12 INCHES (305 MM) THICK UNLESS IT PROJECTS EQUALLY INCHES (102 MM) THICK AND BONDED INTO THE WALLS OF THE CHIMNEY. COVERED CHIMNEY TERMINATION DESIGN TEAM: ON ALL SIDES. FOOTINGS SHALL BE FOUNDED ON NATURAL, UNDISTURBED EARTH OR (0.79 RAD) FROM VERTICAL WHERE PREFABRICATED SMOKE CHAMBER LININGS ARE USED OR ON EACH SIDE OF THE WALL, EXCEPT THAT ON THE SECOND STORY OF A TWO-STORY DWELLING, ENGINEERED FILL BELOW FROST DEPTH. IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS WHERE THE SMOKE CHAMBER WALLS ARE ROLLED OR SLOPED RATHER THAN CORBELED. WHERE CORBELING OF CHIMNEYS ON THE EXTERIOR OF THE ENCLOSING WALLS SHALL BE PERMITTEC EXCEPTION: - SPARK AERATOR/ANIMAL SCREEN SHALL BE NOT LESS THAN 12 INCHES (305 MM) BELOW FINISHED GRADE. THE INSIDE SURFACE OF THE SMOKE CHAMBER IS FORMED BY CORBELED MASONRY, THE WALLS TO BE EQUAL TO THE WALL THICKNESS. THE PROJECTION OF A SINGLE COURSE SHALL NOT WHERE VENTING ONLY ONE APPLIANCE, TWO FLUES SHALL BE PERMITTED TO ADJOIN EACH SHALL NOT BE CORBELED MORE THAN 30 DEGREES (0.52 RAID) FROM VERTICAL. EXCEED ONE-HALF THE UNIT HEIGHT OR ONE-THIRD OF THE UNIT BED DEPTH, WHICHEVER IS OTHER IN THE SAME CHIMNEY WITH ONLY THE FLUE LINING SEPARATION BETWEEN THEM. THE R1001.2.1 ASH DUMP CLEANOUT LESS. JOINTS OF THE ADJACENT FLUE LININGS SHALL BE STAGGERED NOT LESS THAN 4 INCHES (102 NONCOMBUSTIBLE FRAMED CHIMNEY R1001.9 HEARTH AND HEARTH EXTENSION MM). CHASE CLEANOUT OPENINGS LOCATED WITHIN FOUNDATION WALLS BELOW FIREBOXES, WHERE R1003.6 CHANGES IN DIMENSION PROVIDED, SHALL BE EQUIPPED WITH FERROUS METAL OR MASONRY DOORS AND FRAMES MASONRY FIREPLACE HEARTHS AND HEARTH EXTENSIONS SHALL BE CONSTRUCTED OF R1003.15 FLUE AREA (MASONRY FIREPLACE) RADIATION SHIELD ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT CONSTRUCTED TO REMAIN TIGHTLY CLOSED EXCEPT WHEN IN USE. CLEANOUTS SHALL BE CONCRETE OR MASONRY, SUPPORTED BY NONCOMBUSTIBLE MATERIALS, AND REINFORCED TO THE CHIMNEY WALL OR CHIMNEY FLUE LINING SHALL NOT CHANGE IN SIZE OR SHAPE WITHIN 6 LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND LOCATED TO ALLOW ACCESS SO THAT ASH REMOVAL WILL NOT CREATE A HAZARD TO CARRY THEIR OWN WEIGHT AND ALL IMPOSED LOADS. COMBUSTIBLE MATERIAL SHALL NOT INCHES (152 MM) ABOVE OR BELOW WHERE THE CHIMNEY PASSES THROUGH FLOOR COMPONENTS, FLUE SIZING FOR CHIMNEYS SERVING FIREPLACES SHALL BE IN ACCORDANCE WITH SECTION TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS COMBUSTIBLE MATERIALS. REMAIN AGAINST THE UNDERSIDE OF HEARTHS AND HEARTH EXTENSIONS AFTER CONSTRUCTION. CEILING COMPONENTS OR ROOF COMPONENTS. R1003.15.1 OR R1003.15.2. OFFSET UL-LISTED METAL CHIMNEY PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAWS. R1001.5 FIREBOX WALLS R1001.9.1 HEARTH THICKNESS R1003.7 OFFSETS R1003.15.1 OPTION I ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR IMIAGES FEATURED IN THIS DRAWING SET AND BELONGING TO MASONRY FIREBOXES SHALL BE CONSTRUCTED OF SDLID MASONRY UNITS, HOLLOW MASONRY THE MINIMUM THICKNESS OF FIREPLACE HEARTHS SHALL BE 4 INCHES (102 MM). WHERE A MASONRY CHIMNEY IS CONSTRUCTED WITH A FIRECLAY FLUE LINER SURROUNDED BY ROUND CHIMNEY FLUES SHALL HAVE A MINIMUM NET CROSS-SECTIONAL AREA OF NOT LESS PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. UNITS GROUTED SOLID, STONE: OR CONCRETE. WHERE A LINING OF FIREBRICK NOT LESS THAN 2 ONE WYTHE OF MASONRY, THE MAXIMUM OFFSET SHALL BE SUCH THAT THE CENTERLINE OF THAN ONE-TWELFTH OF THE FIREPLACE OPENING. SQUARE CHIMNEY FLUES SHALL HAVE A CHIMNEY RESUPPORT INCHES (51 MM) THICK OR OTHER APPROVED LINING S PROVIDED, THE MINIMUM THICKNESS OF R1001.9.2 HEARTH EXTENSION THICKNESS THE FLUE ABOVE THE OFFSET DOES NOT EXTEND BEYOND THE CENTER OF THE CHIMNEY WALL MINIMUM NET CROSS-SECTIONAL AREA OF ONE-TENTH OF THE FIREPLACE OPENING. ARCHITECT OF RECORD: BACK AND SIDEWALLS SHALL EACH BE 8 INCHES (205 MM) OF SOLID MASONRY, INCLUDING THE BELOW THE OFFSET. WHERE THE CHIMNEY OFFSET IS SUPPORTED BY MASONRY BELOW THE RECTANGULAR CHIMNEY FLUES WITH AN ASPECT RATIO LESS THAN 2 TO I SHALL HAVE A MATTHEW CHARLES BUSCH LINING. THE WIDTH OF JOINTS BETWEEN FIREBRICKS SHALL NOT BE GREATER THAN 1/4 INCH THE MINIMUM THICKNESS OF HEARTH EXTENSIONS SHALL BE 2 INCHES (51 MM). OFFSET IN AN APPROVED MANNER, THE MAXIMUM OFFSET LIMITATIONS SHALL NOT APPLY. EACH MINIMUM NET CROSS-SECTIONAL AREA OF ONE-TENTH OF THE FIREPLACE OPENING. NYS LICENSE N0. 042983 (6.4 MM). WHERE A LINING IS NOT PROVIDED, THE TDTAL MINIMUM THICKNESS OF BACK AND INDIVIDUAL CORBELED MASONRY COURSE OF THE OFFSET SHALL NOT EXCEED THE PROJECTICN RECTANGULAR CHIMNEY FLUES WITH AN ASPECT RATIO OF 2 TO I OR MORE SHALL HAVE A SIDE WALLS SHALL BE 10 INCHES (254 MM) OF SOLID MASONRY. FIREBRICK SHALL CONFORM TO EXCEPTION: WHERE THE BOTTOM OF THE FIREBOX OPENING IS RAISED NOT LESS THAN 8 INCHES LIMITATIONS SPECIFIED IN SECTION R1003.5. MINIMUM NET CROSS-SECTIONAL AREA OF ONE-EIGHTH OF THE FIREPLACE OPENING. CROSS- r t IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ASTM C27 OR C1261 AND SHALL BE LAID WITH MEDIUM-DUTY REFRACTORY MORTAR CONFORMING (203 MM) ABOVE THE TOP OF THE HEARTH EXTENSION, A HEARTH EXTENSION OF NOT LESS SECTIONAL AREAS OF CLAY FLUE LININGS ARE SHOWN IN TABLES R1003.14(1) AND R1003.14(2) OR CHIMNEY ANCHOR PLATE ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO TO ASTM C199. THAN 3/8-INCH-THICK (10 MM) BRICK, CONCRETE, STONE, TILE OR OTHER APPROVED R1003.8 ADDITIONAL LOAD AS PROVIDED BY THE MANUFACTURER OR AS MEASURED IN THE FIELD. i ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN NONCOMBUSTIBLE MATERIAL IS PERMITTED. ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE R1001.5.1 STEEL FIREPLACE UNITS CHIMNEYS SHALL NOT SUPPORT LOADS OTHER THAN THEIR OWN WEIGHT UNLESS THEY ARE R1003.15.2 OPTION 2 ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND DESIGNED AND CONSTRUCTED TO SUPPORT THE ADDITIONAL LOAD. CONSTRUCTION OF MASONRY IN-LINE BUTTERFLY DAMPER THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH INSTALLATION OF STEEL FIREPLACE UNITS WITH SOLID MASONRY TO FORM A MASONRY R1001.10 HEARTH EXTENSION DIMENSIONS CHIMNEYS AS PART OF THE MASONRY WALLS OR REINFORCED CONCRETE WALLS OF THE OF THE ALTE ATION.LTERATION, AND A SPECIFIC DESCRIPTION FIREPLACE IS PERMITTED WHERE INSTALLED EITHEF IN ACCORDANCE WITH THE REQUIREMENTS BUILDING SHALL BE PERMITTED. THE MINIMUM NET CROSS-SECTIONAL AREA OF THE CHIMNEY FLUE SHALL BE DETERMINED IN 2" CLR. TO COMBUSTIBLES OF THEIR LISTING OR THE REQUIREMENTS OF THIS SECTION. STEEL FIREPLACE UNITS HEARTH EXTENSIONS SHALL EXTEND NOT LESS THAN 16 INCHES (406 MM) IN FRONT OF AND ACCORDANCE WITH FIGURE R1003.15.2. A FLUE SIZE PROVIDING NOT LESS THAN THE EQUIVALENT INCORPORATING A STEEL FIREBOX LINING SHALL BE CONSTRUCTED WITH STEEL NOT LESS THAN NOT LESS THAN 8 INCHES (203 MM) BEYOND EACH SIDE OF THE FIREPLACE OPENING, WHERE R1003.9 TERMINATION NET CROSS-SECTIONAL AREA SHALL BE USED. CROSS-SECTIONAL AREAS OF CLAY FLUE LININGS RED/ 1/4 INCH (6.4 MM) THICK, AND AN AIR-CIRCULATING CHAMBER THAT IS DUCTED TO THE INTERIOR THE FIREPLACE OPENING IS 6 SQUARE FEET (0.6 M2) OR LARGER, THE HEARTH EXTENSION ARE SHOWN IN TABLES R1003.140) AND R1003.14(2) OR AS PROVIDED BY THE MANUFACTURER OR OF THE BUILDING. THE FIREBOX LINING SHALL BE ENCASED WITH SOLID MASONRY TO PROVIDE A SHALL EXTEND NOT LESS THAN 20 INCHES (508 MM) IN FRONT OF AND NOT LESS THAN 12 CHIMNEYS SHALL EXTEND NOT LESS THAN 2 FEET (610 MM) HIGHER THAN ANY PORTION OF A AS MEASURED IN THE FIELD. THE HEIGHT OF THE CHIMNEY SHALL BE MEASURED FROM THE STEPPED MASONRY SHOULDER TOTAL THICKNESS AT THE BACK AND SIDES OF NOT LESS THAN 8 INCHES (203 MM), OF WHICH INCHES (305 MM) BEYOND EACH SIDE OF THE FIREPLACE OPENING. BUILDING WITHIN 10 FEET (3048 MM), BUT SHALL BE NOT LESS THAN 3 FEET (914 MM) ABOVE FIREBOX FLOOR TO THE TOP OF THE CHIMNEY FLUE. NOT LESS THAN 4 INCHES 002 MM) SHALL BE OF SOLID MASONRY OR CONCRETE. CIRCULATING THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. Z AIR DUCTS USED WITH STEEL FIREPLACE UNITS SHALL BE CONSTRUCTED OF METAL OR RI001.11 FIREPLACE CLEARANCE G MASONRY. R1003.9.1 CHIMNEY CAPS R1003.16 INLET INSULATED STEEL-FORMED SMOKE WOOD BEAMS, JOISTS, STUDS AND OTHER COMBUSTIBLE MATERIAL SHALL HAVE A CLEARANCE CHAMBER LINING R1001.6 FIREBOX DIMENSIONS OF NOT LESS THAN 2 INCHES (51 MM) FROM THE FRONT FACES AND SIDES OF MASONRY MASONRY CHIMNEYS SHALL HAVE A CONCRETE, METAL OR STONE CAP, A DRIP EDGE AND A INLETS TO MASONRY CHIMNEYS SHALL ENTER FROM THE SIDE. INLETS SHALL HAVE A THIMBLE 3 Q` FIREPLACES AND NOT LESS THAN 4 INCHES (102 MM) FROM THE BACK FACES OF MASONRY CAULKED BOND BREAK AROUND ANY FLUE LINERS IN ACCORDANCE WITH ASTM C1283. THE OF FIRECLAY, RIGID REFRACTORY MATERIAL OR METAL THAT WILL PREVENT THE CONNECTOR �4298 �O THE FIREBOX OF A CONCRETE OR MASONRY FIREPLACE SHALL HAVE A DEPTH OF NOT LESS FIREPLACES. THE AIRSPACE SHALL NOT BE FILLED, EXCEPT TO PROVIDE FIREBLOCKING IN CONCRETE, METAL OR STONE CAP SHALL BE SLOPED TO SHED WATER. FROM PULLING OUT OF THE INLET OR FROM EXTENDING BEYOND THE WALL OF THE LINER. CONCRETE MASONRY ENCLOSURE Fof- t4 THAN 20 INCHES (508 MM). THE THROAT SHALL BE NOT LESS THAN 8 INCHES (203 MM) ABOVE ACCORDANCE WITH SECTION R1001.12. THE FIREPLACE OPENING. THE THROAT OPENING SHALL BE NOT LESS THAN 4 INCHES (102 MM) R1003.9.2 SPARK ARRESTORS R1003.17 MASONRY CHIMNEY CLEANOUT OPENINGS DEEP. THE CROSS-SECTIONAL AREA OF THE PASSAGEWAY ABOVE THE FIREBOX, INCLUDING THE EXCEPTIONS: SEE INTERIOR ELEVATIONS FOR THROAT, DAMPER AND SMOKE CHAMBER, SHALL BE NOT LESS THAN THE CROSS-SECTIONAL AREA WHERE A SPARK ARRESTOR IS INSTALLED ON A MASONRY CHIMNEY, THE SPARK ARRESTOR CLEANOUT OPENINGS SHALL BE PROVIDED WITHIN 6 INCHES (152 MM) OF THE BASE OF EACH MANTEL & HEARTH DESIGN SHEET NOTES: OF THE FLUE. 1. MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH COMBUSTIBLES SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: FLUE WITHIN EVERY MASONRY CHIMNEY. THE UPPER EDGE OF THE CLEANOUT SHALL BE IN ACCORDANCE WITH UL 127 AND INSTALLED IN ACCORDANCE WITH THE THE NET FREE AREA OF THE ARRESTOR SHALL BE NOT LESS THAN FOUR TIMES THE NET FREE LOCATED NOT LESS THAN 6 INCHES (I52 MM) BELOW THE LOWEST CHIMNEY INLET OPENING. R1001.7 LINTEL AND THROAT MANUFACTURER'S INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN AREA OF THE OUTLET OF THE CHIMNEY FLUE IT SERVES. THE HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 6 INCHES (152 MM). THE CLEANOUT 4" CLR. TO COMBUSTIBLES CONTACT WITH THEIR EXTERIOR SURFACES. THE ARRESTOR SCREEN SHALL HAVE HEAT AND CORROSION RESISTANCE EQUIVALENT TO 19- SHALL BE PROVIDED WITH A NONCOMBUSTIBLE COVER. I j • " 2. WHERE MASONRY FIREPLACES ARE PART OF MASONRY OR CONCRETE WALLS, GAGE GALVANIZED STEEL OR 24-GAGE STAINLESS STEEL. MASONRY OVER A FIREPLACE OPENING SHALL BE SUPPORTED BY A LINTEL OF NONCOMBUSTIBLE MATERIAL. THE MINIMUM REQUIRED BEARING LENGTH ON EACH END OF THE FIREPLACE OPENING COMBUSTIBLE MATERIALS SHALL NOT BE IN CONTACT WITH THE MASONRY OR CONCRETE OPENINGS SHALL NOT PERMIT THE PASSAGE OF SPHERES HAVING A DIAMETER GREATER THAN EXCEPTION: CHIMNEY FLUES SERVING MASONRY FIREPLACES WHERE CLEANING IS POSSIBLE % /, / .-'' f MINER/ AL FIBER INSULATION SHALL BE 4 INCHES (102 MM). THE FIREPLACE THROAT OR DAMPER SHALL BE LOCATED NOT WALLS LESS THAN 12 INCHES (306 MM) FROM THE INSIDE SURFACE OF THE NEAREST 1/2 INCH (12.7 MM) NOR BLOCK THE PASSAGE OF SPHERES HAVING A DIAMETER LESS THAN 3/ THROUGH THE FIREPLACE OPENING. LESS THAN 8 INCHES (203 MM) ABOVE THE LINTEL. FIREBOX LINING. INCH (9.5 MM). - - 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS SUCH AS WOOD THE SPARK ARRESTOR SHALL BE LOCATED WITH ACCESS FOR CLEANING AND THE SCREEN OR CONCRETE MASONRY FIREBOX R1001.7.1 DAMPER SIDING, FLOORING AND GYPSUM BOARD SHALL BE PERMITTED TO ABUT THE MASONRY CHIMNEY CAP SHALL BE REMOVABLE TO ALLOW FOR CLEANING OF THE CHIMNEY FLUE. R1003.18 CHIMNEY CLEARANCES ENCLOSURE FIREPLACE SIDEWALLS AND HEARTH EXTENSION IN ACCORDANCE WITH FIGURE RIOOLII, MASONRY FIREPLACES SHALL BE EQUIPPED WITH A FERROUS METAL DAMPER LOCATED NOT LESS PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS THAN 12 INCHES (305 ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN / REFRACTORY CHIMNEY BREAST THAN 8 INCHES (203 MM) ABOVE THE TOP OF THE FIREPLACE OPENING. DAMPERS SHALL BE MM) FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. R1003.9.3 RAIN CAPS THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A MINIMUM AIRSPACE CLEARANCE TO X INSTALLED IN THE FIREPLACE OR THE CHIMNEY VENTING THE FIREPLACE, AND SHALL BE 4. EXPOSED COMBUSTIBLE MANTELS OR TRIM IS PERMITTED TO BE PLACED DIRECTLY ON COMBUSTIBLES OF 2 INCHES (51 MM). CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR FIREBRICK FIREBOX OPERABLE FROM THE ROOM CONTAINING THE FIREPLACE. THE MASONRY FIREPLACE FRONT SURROUNDING THE FIREPLACE OPENING PROVIDING WHERE A MASONRY OR METAL RAIN CAP IS INSTALLED ON A MASONRY CHIMNEY, THE NET FREE WALLS OF THE BUILDING, INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE, SUCH COMBUSTIBLE MATERIALS ARE NOT PLACED WITHIN 6 INCHES (152 MM) OF A AREA UNDER THE CAP SHALL BE NOT LESS THAN FOUR TIMES THE NET FREE AREA OF THE SHALL HAVE A MINIMUM AIRSPACE CLEARANCE OF I INCH (25 MM). THE AIRSPACE SHALL NOT BE R1001.8 SMOKE CHAMBER FIREPLACE OPENING. COMBUSTIBLE MATERIAL WITHIN 12 INCHES (306 MM) OF THE OUTLET OF THE CHIMNEY FLUE IT SERVES. FILLED, EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH SECTION R1003.19. COMBUSTION AIR OUTLET/ASH DUMP FIREPLACE OPENING SHALL NOT PROJECT MORE THAN 1/8 INCH (3 MM) FOR EACH I-INCH SMOKE CHAMBER WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS, HOLLOW MASONRY (25 MM) DISTANCE FROM SUCH AN OPENING. R1003.10 WALL THICKNESS REINFORCED CONCRETE SLAB A UNITS GROUTED SOLID, STONE OR CONCRETE. THE TOTAL MINIMUM THICKNESS OF FRONT, BACK EXCEPTIONS: HEARTH SUPPORT AND SIDE WALLS SHALL BE 8 INCHES (203 MM) OF SOLID MASONRY. THE INSIDE SURFACE SHALL MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS OR HOLLOW 1. MASONRY CHIMNEYS EQUIPPED WITH A CHIMNEY LINING SYSTEM LISTED AND LABELED BE PARGED SMOOTH WITH REFRACTORY MORTAR CONFORMING TO ASTM C199. WHERE A LINING MASONRY UNITS GROUTED SOLID WITH NOT LESS THAN A 4-INCH (102 MM) NOMINAL THICKNES;,. FOR USE IN CHIMNEYS IN CONTACT WITH COMBUSTIBLES IN ACCORDANCE WITH UL 1777 .R- AIR INTAKE GRILLE/DUCT & ASH OF FIREBRICK NOT LESS THAN 2 INCHES (51 MM) THICK, OR A LINING OF VITRIFIED CLAY NOT AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS ARE CLEANOUT LESS THAN 5/8 INCH (16 MM) THICK, IS PROVIDED, THE TOTAL MINIMUM THICKNESS OF FRONT, R1003.10.1 MASONRY VENEER CHIMNEYS PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN CONTACT WITH THEIR EXTERIOR BACK AND SIDE WALLS SHALL BE 6 INCHES (152 MM) OF SOLID MASONRY, INCLUDING THE LINING. SURFACES. "-''7"` CONCRETE MASONRY FOUNDATION FIREBRICK SHALL CONFORM TO ASTM C1261 AND SHALL BE LAID WITH MEDIUM-DUTY REFRACTORY WHERE MASONRY IS USED TO VENEER A FRAME CHIMNEY, THROUGH-FLASHING AND WEEP HOLES 2. WHERE MASONRY CHIMNEYS ARE CONSTRUCTED AS PART OF MASONRY OR CONCRETE j ASH PIT MORTAR CONFORMING TO ASTM C199. VITRIFIED CLAY LININGS SHALL CONFORM TO ASTM C315. SHALL BE INSTALLED AS REQUIRED BY SECTION R703. WALLS, COMBUSTIBLE MATERIALS SHALL NOT BE IN CONTACT WITH THE MASONRY OR CONCRETE WALL LESS THAN 12 INCHES (505 MM) FROM THE INSIDE SURFACE OF THE COMBUSTIBLE FRAMING, 2" CLR. R1003.11 FLUE LINING (MATERIAL) NEAREST FLUE LINING. BETWEEN MASONRY ENCLOSURE 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS, SUCH AS WOOD AND COMBUSTIBLE FRAMING MASONRY CHIMNEYS SHALL BE LINED. THE LINING MATERIAL SHALL BE APPROPRIATE FOR THE SIDING AND FLOORING, SHALL BE PERMITTED TO ABUT THE MASONRY CHIMNEY SIDE TYPE OF APPLIANCE CONNECTED, IN ACCORDANCE WITH THE TERMS OF THE APPLIANCE LISTING WALLS, IN ACCORDANCE WITH FIGURE R1003.18, PROVIDED SUCH COMBUSTIBLE TRIM OR AND MANUFACTURER'S INSTRUCTIONS. SHEATHING IS NOT LESS THAN 8 INCHES (203 MM) FROM THE INSIDE SURFACE OF THE HEARTH EXTENSION NEAREST FLUE LINING. R1003.11.1 RESIDENTIAL-TYPE APPLIANCES (GENERAL) R1003.19 CHIMNEY FIREBLOCKING i FLUE LINING SYSTEMS SHALL COMPLY WITH ONE OF THE FOLLOWING: SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL CLAY FLUE LINING COMPLYING WITH THE REQUIREMENTS OF ASTM C315. BE FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE REINFORCED CONCRETE LISTED AND LABELED CHIMNEY LINING SYSTEMS COMPLYING WITH UL 1777. FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL FACTORY-BUILT CHIMNEYS OR CHIMNEY UNITS LISTED FOR INSTALLATION WITHIN MASONRY BE SELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACROSS THE j FOOTING CHIMNEYS. SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. OTHER APPROVED MATERIALS THAT WILL RESIST CORROSION, EROSION, SOFTENING OR REV: DESCRIPTION: BY: DATE: CRACKING FROM FLUE GASES AND CONDENSATE AT TEMPERATURES UP TO 1,800°F (982°C). R1003.20 CHIMNEY CRICKETS TYPICAL MASONRY FIREPLACE 6 FILING SET TO OWNER PH 11.09.2021 CHIMNEYS SHALL BE PROVIDED WITH CRICKETS WHERE THE DIMENSION PARALLEL TO THE 1 5 EXTERIOR BID SET PH 11.03.2021 R1003.12.1 LISTED MATERIALS RIDGELINE IS GREATER THAN 30 INCHES (762 MM) AND DOES NOT INTERSECT THE RIDGELINE. SCALE: 1/2" - V-0" 4 SITE PLAN TO SURVEYOR PH 10.09.2021 THE INTERSECTION OF THE CRICKET AND THE CHIMNEY SHALL BE FLASHED AND LISTED MATERIALS USED AS FLUE LININGS SHALL BE INSTALLED IN ACCORDANCE WITH THE COUNTERFLASHED IN THE SAME MANNER AS NORMAL ROOF-CHIMNEY INTERSECTIONS. CRICKETS 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 TERMS OF THEIR LISTINGS AND MANUFACTURER'S INSTRUCTIONS. SHALL BE CONSTRUCTED IN COMPLIANCE WITH FIGURE R1003.20 AND TABLE R1003.20. 2 SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 R1003.12.2 SPACE AROUND LINING I SCHEMATIC DESIGN REV TO OWNER PH 09.14.2021 THE SPACE SURROUNDING A CHIMNEY LINING SYSTEM OR VENT INSTALLED WITHIN A MASONRY SCHEMATIC DESIGN TO OWNER PH 09.13.2021 CHIMNEY SHALL NOT BE USED TO VENT ANY OTHER APPLIANCE. EXISTING CONDITIONS TO OWNER PH 09.13.2021 EXCEPTION: THIS SHALL NOT PREVENT THE INSTALLATION OF A SEPARATE FLUE LINING IN STATus: ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. Issued for Filing I I PartiHaus Design LLC 516.429.1 122 2615 Union Blvd Islip, NY, 11751 info@parti.haus www.parti.haus DESIGN TEAM: Antonio Gabriele, Assoc. AIA, MSAUD Matthew Busch, AIA NCARB Matthew Lung, AIA NCARB OWNIER: Cade Culver email: cadeculver@gmail.com ADDRESS: 20160 Clearview Ave Southold, NY 11971 TITLE: FIREPLACE DETAILS SCALE: DATE: DRAWN: CHECKED: AS INDICATED 2021.09.16 MB MB/ML PROJECT NO: DRAWING NO: REVISION: PH048; A-503 ___ __ - -, I - PROJECT NAME: ENERGY CODE INSPECTION CHECLIST COMPLIANCE CERTIFICATE AIR SEALING DIAUKI AMS Addition and Alterations at - � __ ___ - - I Culver Residence __ . - - __ ______ - __ - I . .^ � rl�� " Generated by REScheck-Web Softvvare DESIGN TEAM: , I I . rr, I , RIEScheck Software Version : REScheck-Web 1 �,Irl__� ,�� I'll, "I",',""I'll", � . . r"11% I ", Compliance Certificate AIR SEALING AT RIM JOISTS �1,1,1.�_, � .�.; '.7� 1 I 'l, I,-I I It ,�_M � - ... . 1 ,�� .... .� .... 11 � � �. " " I IL , �' . 11 .. _� , , 1, Inspection Checklist ." "I 11 , ". .... - 11 I I X, N I , , 1, Jfz��',� .��'� � �,�., . . I ,� I ,� �', Z �� .�� I'll, � I , . ��, ..... I. . I ,:� � , . ,��'K Energy Code: 2018 IECC '7�1 . ! C_J I I, , ,--,>, I :, J, 1 �7 Requirements,97.0%were addressed directly in the REScheck software Project PHO48 ;;,5,�11`111 1 11�, , , :,"!4;'," 11 I ,;t�_ "?,� I ��, , I I i".;-, fii., ' ' 4'' ,.� _., �,� ��' � 'r,,'�� 7, , 11 , "--- - ,,", _:_�� -, �, ALL CONTENT INCLUDED ON THIS DRAWING SET (INCLUDING, BUT NOT Text in the"Comments/Assumptions"column is provided by tile user in the REScheck Requirements screen,For each I "'." I�;�;�, I I f� , ,': , ", ,.,�� , I_,�e - �_ 11 requirement,the user certifies that a code requirement wit[be met and how that is documented,or that an exception , - 1�1,11, A, , , 11 ��. _, is being claimed.Where compliance is Itemized in a separate table,a reference to that table is provided, Energy Code: 2018 IIECC I I ,. I _� , -,, _,1 � � , LIMITED TO, DESIGN INTENT, DRAWINGS, RENDERINGS, GRAPHICS AND , ""," `�,_e4Niz" " , " I, ", I I I I ,,,I "" '. -11 I IF" " TEXT) IS THE PROPERTY OF PARTIHAUS DESIGN LLC AND AS SUCH IS , , �11 - "41 I , Location: Southold, New York , I I 5, . . il ;I � _" , , I � - I ----------__ I -_ I -w,, , �� I , I � I I i I I I 11 � 1, r , I I � I , �,,, _�slicfion i I , I I I I �, . I I , I i Construction Type: Single-family ,�1 I I I I , I I , ?��_ PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER " � I I I'll, 11 I .e �� - I 11"; I .11" �111. INTELLECTUAL PROPERTY LAWS. 1, "", I , , e !, Plans Verified : Field Verified " 'colmplie,0 . I �4 �� "I 11 , " , : 1, CommentslAssumptions �, - " - 1 # I f Pre-tris'pection/Plam Revi w �f , , value ", ; Value ,I I �:", 11;", I I I I I I., " `1� .� , I I", , ''I I I I I , I I I , I 1 Project Type: Addition 1,;,�11 I - " '� , �"��qJWP I I , 11,11, I -, II , , I --------.---.,--,�-''--�--�.,--,-- I ,e,07 �- I I I . ,� ��e _11 __ - ___________________,_______ ------------------------------- 11 _____ - ,!� I I I �-,o _-.1 ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR �___1_11 I I Climate Zone: 14. , I I ____1 ----�-----_-- ---- �:_ , �� 103.1, Construc.lon drawings and 1� I I � I 11complies 'Requirement will be met. i I I 1 4 (5572 HDD) I I'll �, � , ", "I , 11�1 11 I 1,"I" I I I 11 I _Isecfl I I I " I I I I : I I I , , I, - � ` : I I 11 I 1� , , ,,�, � ,__:1',, I I I I � I Complies? i CommetiWAssumptionq : If� ", ''I I I ,- "�_ I ��, " IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO ��; � , orl [ Final wsp. � I -1 I I /I I %V% I ,� "�, � I . I Ai t Plans Verified � 1liefdVeriVed ! , 103,2 documentation demonstrate �, III Not -ctlon Provisions : I � I I Permit Date: , I - �1,� I fPRIII energy code compliance for the I I , I ,, I I�I � &Req.lDi_ 11, I Value : I Value � 11 ,� I : ,� - , ,, . - I I �I PARTIHAUS DESIGN LLC MAY RESULT IN LEGAL ACTION. , , " I , I I I I I: : I I I I ,,, I I� I ";," I ,; "� 11, I I I 11 i, I I I I I , I 1 , I .,1 I 11 I � , I I I I I oNot Observable " I -11-1.____1-1-11-1-111_11 11 -, ;;,,, - �,, ,1�......1_11___--------____111111__,____, '_____,_ 11 I I I I I- building envelope.Thermal I I I I I ,�'t I Permit Number: � 11 I I I , I "J' I I I I I I I I I I 1 $ , ,_ "I , V "�: , I , I I I I I'll 1 3033 .Manufacturer manuals for " I I , : I ocomplies Requirement will be met, I I _�I I I 11 I ,� I I , .envelope represented on 2 , I I o T]Not Applicable I I I I I -, I " ", I I I - I ,�r I I I I I I 11 IF11813 :mechanical and water heating : I I I ElDoes Not I ll I 1�1 I I � 11 11 ,, 'y-,_ I 1, I I I , , I 11! I � I ` , I I I I 1, I I I I -1" 11 I , " ARCHITECT OF RECORD: I : - I , , ,construction documents. �11 I 1-11 I 1111",I I I 1111:��'.;... ........- _,_______-------_------------------- ,systems have been provided. '11, I :,I I Construction Site: OwnerlAgent: Designer/Contractor: I Id " �; - I ! : I I I I 'ONot Observable I "I I� I ,/ 111� " 1 103.1 Construction drawings and V , ,, I I ocomplies .Requirement will be met, 9 � ,�,: I I 1, I I : , I ' 2060 Clearviow Ave Matthew Busch I . .: , , , " -.1", I I i MATTHEW CHARLES BUSCH 103.2: documertation demonstrate 11 I I I ��,, I : I I 10Does Not I r r � I I I I I ONot Applicable I l 11 I y .11, , , I I . f __________J I I I I 0 1 1 , , � I -,-,-----��,--�,',,------�-..,-., Southfield,NY 11971 , "e , I I NYS LICENSE NO. 042983 403.7 energy code compliance for IK I I I I I Partit-laus Design ,� I I , JPR311 Aighting end mechanical systems.,!i! I "I I, I 1, I 1:1 I EINcit Observable 2615 Union Boulevard 11 I l .�/ I I I 1, i I I , I I I I ' i ,�, /' I I I i I I I I 11 ��/' I I I I I I I " Systems serving multiple ; - I I ,ONot Applicable Islip,NY 11751 i , I , fl�l dwelling units must demonstrate I�", I I I I ''I'll'' I I�A 5164291122 . I� ,.,-I I, I , , I ,I� i 1* , IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS I I : I I I I , I , I I I I I I I _,_T-_____'___r___ _--__-___ mbrrilparti,haus 1 ". i' � ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ," - :Compliance with the IECC �, I 1� I I : r I -11 _ `,,'! "� I ", I ALTER ANY DRAWINGS, SPECIFICATIONS, OR REPORTS TO WHICH `/ I I I I I 11 _,9_e_tV10_n_,1_____, - I I : I I, �, � " I I I I 11 I � , -Commemial Provisions. , I I I I 11 I I , " ` , I - ""' -f , , - ---�---,��4,-,�-,�,�,,,,,',,,',,,-,,,-,,,,-11,�-11I 1-11,111,11, I., ----,..._------_____,_._____ # ; , Founclatiori frispecl:11on I I , Complies? 1 , : :; ',: Comments/Assumptions 1%712,77��,ra,��htqi� , ��, !�, 14 1_111�� , , , J SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY. IF AN : ...�� pment is: Heating: : Heating: .00ornplies Requirement will be met� I I I I I I I I I ; I I I 1 ,ilrr_llf, I I , __ HeBii;j'i'in �.F,,�gequi I I , 1, I I " I , i6Tf, &Req�!D, � 1 11 � "� I I I ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE I 11 I I ,."1_1_111.11 1_1111_,___;_,11 "l-,�--"--,-,-------,�,-�-,-.-",�-�,�,--,�,-,-","-__.......... pipo por,f,'�!Ftrl, n!,.hilmm�f I , , I I 1 � - 'A protective covering is I I � I I l ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND 403.7 �sized pet ACCA Manual S based Btu/hr � Btu/hr 00loes Not - -30124 Installed to �Llccmplles ,Requirement will be met. 7�ylll 717711�'1177��'z,117��,7"-,-"''7��,-717"-7-- ;-----"�-�,�-11�y'-'-'�r'-��'-"5�',�'�-�-',�7-�7��,�.,7, ,-��?--"-'-��,:,-,-"f��-"��,�,,�/�,�,��""�,,,� I JPR212 ,fan loads calculated per ACCA I I I I : �, I- I 1,� ,:11 �� , I , , , ,�, � , protect exposed exterior insulation ODoes Not, ':,,�-,�,,J,,,�.,� �,---�",�,,�-�,,�,,;,,��"""�-��,,,,��, , 1, , " I , I I t,i!e,!.,. I I . ....-, 11 ", , ,, ","I—- I I , 4 1 _;;��, , � 11,11 I I _,Jrt� Cooling: Cooling: EINot Observable : Ef011y :, El, "'�,�,,,,,�4:"!�',,'---',,,�!"";"-,-""�1111�0 11...%;1�11__, I 1, I I I I I I I 11 11 R.�:T.,:c!:!vj f i, `�, , Manual J or other methods I I ; 1_;, _,�,�'__ , , - _ 1, � - � I I 11 ,": _ THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND . - ,,; , , , - I , approved by the code official. Iltulfir i Btwhr 0Not Applicable I 11",� ,: I I :and extends a minimum of 6 in below � compliance: 8.7%better Than Code Maximum UA: 277 Your II 253 Ma mwy��IIGC; 0.40 YoigrSH17.-i". 0.32 THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION I : � � I :gnade� .17INcit Observable: - I ; I, :ONotApplicable ' I I : . I 11 I The%Bette,or Wo,5e Than Code Index reffetts [low Ckyle to lonlplance the house is Wsed 0,code trade,off rules HE ALTERATION. : I I I � I I __1__ . . . ... It UOES NOT prw,id,',an estimato of,�nenqy u,,e iii(ost relaVv�,.in a tritnitnum-clifle harne. � 110191 Snow-and ice-melting system controls Elcomplies ,Exception.Requirement is not applicable. f F01,2F installed. 'ElDoes Not I SInh-on-grade tradeoffsar(�no longer con,5-lerrld ilri tl�ir VA or r��rforrnlnce con�pf�,-,n�f-f)aT:h ill PE'Srhelk,17,-ilh 51;,t)-rWlrl�A,,"I ; � I I � I -,e spo:�clfrr ,et th"r mird,nurn e,w-i,my ci- -in5u!�I:�, ,,,,,aluc�en,f d-o'!)f(Jk!,1T:�'Ttt',, I I I assem,bfy it!If ,d r:n1afe ZQ,w�rn list Trip I . 14 1 4 - _ Ji: _)i f' .? I I'll, , ,[3Nort Observable; -e-D I I I ---------- I 11 - --g7,ctJo,------- --------I I , I , ;ONot Applicable : : I I I I I I I � I I I � - I I I I— 11 I 11 I -, - __.______ � I I , :1 , 11 I i �_,,,,,,,,,�,i,,,!:PlarisVerif�ed : lifiefdVerifled I Complies? � Comments,'Assurriptions . GVAA I # , iffrandrigi/Roug � , ol I Value I . I � : value I I I I W - I I 11 I I 11 � I I � - A Req,1D___ I 1:1: : 11 � I 1,11- I I'll 11 -11 I——''I"""-.1-1111 nvel pD,_A5s_Q_TtJbiLie5 AIR SEALING AT VER ENETRATIONS 4 it , ,0, - J�_", �______.____,""11"I I—— -0 2iig'6-f_a_`c_t,o_r...(,are...a''weig,_ht", I U� See the Envelope Assemblies I - . I ;; :4 40'2'1.1, ,Gla ' ed : U-_ occimplies ,�T, � ._l .._,__ �" I 1 4� , , I 7777,z 1_777711 - 1 _=�77 `71 , 1� - :f:1;7!: :17777777777= ., - TT77sm 11T77- 131- 77......� I I * JC. I : table for vNt,fes. ______ __ ___r,__---------- -- �:�-,�� :,:,�: _11!4 7 71 �,�Il;, .1 -, "', ""o -,.1 . ,�:, .�;,::,�-�- I � = , '1'1� I - � , " , 1- 1'� I-,t�l 1, .;_ __ ��, 11", - I - le -" I � , I , � , - , j, __ I wires, .1 I I I -,�',",`�`"i" '�i-'V.-1.�',�-�� :!,,:,�, _�,--,:W -1- ,�K I - I " I - -1, I.," , � _-_ '14�f�''.�,�:`,:,�% I '.',,�', ,,,6,!, I � F feld Verified _�Q`C`,�& 1 1, , , "_-�� i,k`:, - "_�,tJ`�'--"-41L - , ' , 'r " , '"', , ,'' , , ` "�,-z�, , 'Cal ' , , ,- , I 11 402.3.1, average), : ,FlDoes Not � _5e_C7_0_n_� ___ 11 I I , I : I � .1�:�-,,� -_":,, � � ._. - , Plurrh�na verA or ElleCiri . ; I _ ��-;w ,��, � :, � . -,'I W., , , �',, -`,�i�, _4� -�: , '- ` �,:� I- i 1-a_ `,_��,l '_() * � ," V � , , �� !, 1, ., - ,ff�: , �,,,, �,� - ._', , ,� ��... JI , , � I - , - , _ .- "",, ,I, +N. / , , , 1. , � 402.33, ' I � �Jitlf-_�,'�`*.11*i� 1, U) I # . �Framing/Rough-In Inspection Verified � 'Complies? , �� Comments/Assumptfons 1, 1 � -,-- 4d , I I I � ��,-- ,,,�f_:��,,t,`, , ,.,f ��. __ I : Value I : 11 , � , 4 -`� ��jf,,�,- I : C]Not Observable I �ti Plans -" � I - _1 , � , T , `�,`�,�, ,�' I v� �,,St�', i�,i-,-,,,-,i rzl�` -1. � � , . . I I : I - �. � I � I ,�, .V_ �� ', -,,& I ,�_,r-fV3".��-_� �,��,�� I I I _ " ��_ ,-�",�'-',"''-""�^�,�:��,'�'.�z .'�,:-_, I � , , 41i I i�I i ,., _ �"",�� "t?"..',"�`- I I - I I Ir I I � � 1_,ft Yllli�_' -, ,_ 402�5 1 1 1 � Value I . - " ,��I , ""N T ," , 11 �� , , 1� I I , � , --_-&, -_,:,��'i�-,_Z��:�','. i _�_-_�;��,:,_,�_-,",!�",� , ,r��,_,:��,-,�,�,-��,�...��;� �,��,�,_,,��;.W,.�� _4;_,,��;i [FR211 LINot Applicable � AJIR�9.11R,'�� - '___J', 1111�,�_,......._1111_1__.__1__,". ------- ,;_u I'll-,' � 1, , ; __ "R� '---'-----' R_ I a,�R�se'all�, 'aMarC,1.J;II*d t�ll p1pe's or ,to I I : . ,: 403A, ,HVAC piping conveying fluids 10complies Requirement will be met, Ceiling:Cathedral Ceiling 1,006 30.0 0.0 0�034 0.026 34 26 C I "o - , - I 0 I I I JFR17f� above 105 OF or chilled fluids I IDDoes Not / ,'1;l1_,iplecArictil wire�pm-mornatirig Jrmat,'�,I -�k , _.I I—'----__---------------------7_nl 7_��_,��7-__�, ------- _______.1 I I I below 55 OF are insulated to?:A- : North Wall:Wood Frame,16"ci�c. 362 ISO 3,O 0.061 0,060 13 12 1 1 303.13 U-factors of fenestration products - - , ,� ffComplies I Requirement will be met. AP, I bNot Ob51-rVabfe , I I/ I 0 13 I_ I , � , � I I I I I . ,� 29 1 11 � : '' ,� , I 1 3. 1 / / - or,other fosufal,ed celliftq's JFR411 .are determined in accordance V, , I � , ; " I : ,I ODoes Not I I I �, s pi;,t ,e s il , : BNot Applicable Door:Gloss Door(over 501,1�glazing) / 1, r"%- �with the NFRC test procedure or I I 1, 31 0300 0.320 9 10 I I Oir .-AA taken from the default table. 1� ,�, I� '[]Not Observable , - I �?& I :, "I'' , , ,� �- - - � , -----,--------------------- ,ii -�6i'z"----------------------------7-- I / I � I I I I " r I Protection of insulation on HVAC � , I I I 1 I 0complies .Requirement will be met. SHGCi 0.29 1 P11, I I I' ll I I FlNot Applicable I I ,2, " I I I 11 ...I- [FR2411 piping, I I I I I - 11 I I ODoes Not Wiridows,-Operable,,Vinyl Prame I I -1.--------------------------------_.....�..._._ r, -,'_.......� '11-I'll,,,-'' -/, ,� ,�_1_______________.____-__..__---------I—— - � I I I : 11, I I I I I , I I I - I , , " ;" I ''I 56 0.280 0.320 16 18 1 402,4.1.1 .Air barder and thermal barrier � I I I I 1:1 . :0complies Requirement will be met. #'I 1, I I I I �Ofilot Observable ' SHGC:033 � 1� I I I I I ;;, - I I I I I " I � I I I I -�_ ; IFR2311 installed per manufacturer's i;_ I I ":DDoes Not I : � I I 11 I I :UNot Applicable , Windows-Fixed:Vinyl Frame ___1 11 � : I I I I 11 I I I I I I - I , , I - instructions. i" I '' I I I I I ,_ _1_11-1-1-"-1 1.1:"-.,-"-,�-,��'ll-Ill":-,-"� , _ ----I I I I---I 11__-________------------------____ 69 0�260 0.320 18 22 1 �11-I I- ---- -,-- __ 41, � 11 I I I - ' oNot Observable - UCamplies, Reciiiirement will be met, ___Z::7 _ . 1, I I 11 I I I�I :", :, , , I I�I TINcit Applicable . 463.5,3' Hot water pipes are insulated to A� A- SHIGC:0,33 Cdt hok-, i -1 .-� SHEET NOTES: , I ":_ : : I . I 1__-,��r__�, _1_____1__1__1_1____ 1-11 111 I I 1 � , f,,_,� ,,, ,";-11-1-1-111 1_____________ .[FRI811 ttk-3. DDoes Not - f, I I 11 ,,;L South Wall;Wood Frame,16"o.c, 463 15�O 3.0 0,061 0,060 16 16 1 1 11 �_, �,:-� '�fii'_]W'i Fenestration that is not site built , I _1�1 ;," ,:: ,Dcomplies Requirement will be met. 1� I I : � ;[JNot Observable sufficiently I __.J I" ' 'I 1;11 I I I' ll I I , , Vd" I I I I � I I �-�*T -__� 11,-_- I 11 : r __ k - -_�. I k � I E]Does Not , I : UNcit Applicable lafqp� than �_ [FR2011 is listed and labeled as meeting f � I I :!�," I I Door 1:Glass Door(over 5,")%glazing) AAMA MIDMA/CSA 1011LS,2/A440,`�'� '; " I ; , , I 1, , I , 56 0,300 0.320 17 38 - I , , I I I I ' t__�__� 17"��,�',"",�'ll"�1,1�,��,��-,��"/��,,l......l,, ---------------,-,---,-"--- SHGC:0.29 1 � '; I I I "I I I 1, , I . 0 � , I ! I I , I� �Oflot Observable - -a e`� I I I I I : I , or has infliltration rates per NFRC , I - 1 14016 ;Automatic or gravity dampers " I I b1complies Requirement will be met Windows-Cfperabte�Vinyl Frame I I I I I I I i - I 1, ;,"" , I I I 1 e to allov,f '400 that do not exceed code � I I I , , ONcit Applicable � ![FR1911 :Installed on all outdoor air � , I I I 1:, ',� 111 90 0.280 0.320 25 29 , 00 , ill I 110 I I I I �,11�, ,, ,:", �1111 : i, I I I " � I I I : , Does Not SHIGC:0,32 1 1 1 limits, 1� I I I '': 11 I , intakes and exhausts. 11 I I I I I I instaltalJon of � ____________________________4'1_�.......1_�' I '- I I I I I [JINot Observable , .1 '," , --- I I I I I I I I I 11: I I I _T 11 � � I 1� I I - I " 71 ' ""' 'I "' '''""""' , ,I� �Gc mplies RequiremenTwif,be met, 11 I : I I I I ' - recessed lighting fixtures' I __ 75E I I I l,� : I 1 56 O�260 0.320 15 18 S e a I'l n t, i �62.i�' , -;�ted ,:1 I 11 I I - I '' 11 I I I LINotApplicable Windows-Fixed:Vinyl Frarne I IFR16r/ sealed at housinglinterior finish ',,� ' ' ;' 1 I -I I, I nDoes N,,t L�__,�'� 1-1-1I—11-1-1 11__1.�,.____-_ SHIGC:0.33 1 1 1 1 1 1 I I I 11 and labeled to indicate s2,0 cfm I I I I 11 I I 1, � �, I , � : , � I", I r ! I I I leakage at 75 Pa. :," , , I 11� I "- 'I', I � ONot Observable � West Wall:Wood Frame,16'o,c, 523 15�0 3.0 0,061 0.060 25 24 .vel-1 Pion __ I r , , I , ; 11 , I 11 Z I � I I I "I ,� I I 'ONot Applicable Windows-Operable:Vinyl Frame rTA,- , I I I I , I I �111__�,,�l----------,---,�-��-��-�,,��--�-,_____________ . - 90 0,280 0.320 25 29 ,ly 60 i 403,11 ,supply and return ducts in attics I �11 I 11 -, I ocomplies Requirement will be met, -!�;;- 1, -.1-1-7.1--l-1-f, -1-.1-1.1-------......�........ � "I' I , I I , _Ctiolr,7-7----�"--'-------T--' I I I - I SHGC:0.33 ! I I I , I , , ; I I I I elin-I [FR12]1 ,insulated>=R-8 where duct Is I , 1, I I I , , � Plains Verified, ; field Verified " I . I >=3 inches in diameter and>= , , I :, " I � Complies? i 'CommentsfAssuript tons I Windows-Fixed�Vinyl Frame I I I I I "I: I I I I I I ,,[]Does Not t # � Insulation Inspert;on 11 I Value i value , t - I i 25 0.270 0,320 7 8 i t�l I I I I o I I � ONot Observable 11 I I � I I ; I I I '01" -,I : I I --- I I R-6 where<3 inches,Supply and' , I I I I 1 Re,giicl�,-111-111,11-1 11-11-1--l-l'-l-,-______,�:,_ I-I'll 1-111 "L __1_,7----------- I -,,:_ ___1___1__----I'll SHIGC�0,34 1 vc 3 1 1 1 �, I 11 -omplies Requirement will be met- i I , I , : I I ", I I I 11 - "' I I ONot Applicable ' I �3.1 All installed insulation is labeled I [If I return ducts In other portions of I I I I I � : I I WICUU111 i I -i 1311t : or the installed R,values � I I I I , I � I I I I � I , �' ''I I I the building Insulated>=R-6 for : �, I I I I I �110N , I I I ElDoes Not I diameter>-3 inches and R-4.2 -I I I � I �I I� I I � , I , I " I I ;,,, I I I 11 I I I, 11 I I I I for<3 Inches in , I I 1, 1, 1 , I ribtief in ", ,provided. ` I I I �:]Ncfr Observable , diameter. I I I I I � I I 1 I I � I --------1-11111-1-1-1----_-----�---1-1-1111111---_____,I I 11-11, 11 11 I"I'll- 111111�1 111 I I—--_--------______.____________- f, I �� I I I 11 I I E]Not Applicable _, SOM � " : OCcimplies Rpquiremr-nt will be met, , 41133*2 Du,ts,air hartc1l,mand filter " I I I I - , I_1_-___I----------------------------------_____�,- -_ �..........___,,,,,,_____ I I ............._ i I i I I IFR1311 :boxes a re sealed with 1� "' , ElDoes Not � 1402,1.1. Flocir insulation R-vatue. R_ R-_ ocomplies See the Envelope Assembhc�s j6 ns,&(%ins I ,� "": I 07� I �P� joints/seams compliant with �, I I , 1 1402,2J5 1 0 0 Wood 10Dcles Not table for values, I - I � I I ""'," � 3�7.f-,�,��T7�,�---��'-'-'T<�,---,-f�i---7,�,74-"--.-�-,-,�f�-A'7t�--iT,-.-7�- --"7?,�tm- .� ,,,,,�Pt 1;,... "I " 77777,��7:�,' � pil : , �77117777" - ,�,�1`1" I 11 , _ , �,': ,�� ',i-1, ,, , -,,'��:�;-l:,, ,::-,:� i I I I ,'�--"�:� -, �� _�, ��'�_ I "I ; _11,11 , , , , , - , ,z,:,'�:,-_, ," , , '�,,�:,: , , , , I k�,,�,4, I -.... '_, .. " ��1111*,"',1�,1!11',!,,,`,';!:'-",'-'"',,� 1_,,,�,'�,_�, ��, ", , , 1,,�,,'�,1,; ... ;_ , I ,",��,z , I , �� , I "I "I � � : �f,']Not Ob,ervabfe I ![fNlll : I 0 Steel �0 Steel E]Not Observable � - , .,:`�,4'� :Z-A_:,-"1 , i,�:��,%� _;,��> International Mechanical Code or ;� I ""t'. , - M1�4 - t I I , _ , � , I I I I " ," , 1_�, "",,��11� ? ,;,1', ,&�.,�- 11, 'International Residential Code,as 5, �� ,_ �- -, ," U A, _,,i�kP,,��i;,AW �� -,:� - I'll , � ONot Applicable I ,"','�`��` ��_:,;�t�,,z� -1: re-A,& , :?,;P;,�,�,,�: I ;,. ,,, � '. " �, � -1 ONot Applicable -� �W_, ,, , , I "`�,'r-,,'Z�`�,z""'- ; 4,,11lV1 ��, , z , 1, . f:,�., I ,,� , '4s-A , , �ir,11 "I 11 I ; 1, , I : � �z-!-_"'.. ;_-,'':___ " , , ,�fi. � - �,��,*,,�,V.� ", , """� �� , _ , _ I ,,".., ,�_'�', _ , , I I ," -: �, applicable. " I �, I � I : -1 �" I __ ;, 1-1�I 1:�: �"I,� ":� , -I I 1�-OT I I ____1 I I I-" :, � �, I "Illl--.-----,--.----------------------- I I `�`_ � � "I ,_:z,"'__,-,:,1", :�111 :"-� " �t � y�----:- ---- -------, ______________5� 1 1 1 ,- - ,��e,.k-w,.;.V,;� ." ,�Ll'��ll,�,,��,,�ll,�'k,��"-.:_1.'1_�;;,. - �1�,,l � , �:�z�","" :�:"� :::::, ,,�, I 11 , .�I_�,:��'. -1 I I" I -_ -I---,----__��(j____________1___ Building cavities are not used as I ' I", I I I I I "I I ;0complies Requirement will be met. ____________.__,__,______ `r�� I I " I Comples Requirement will bein- - -Wood oistfTruss . I ' 0 IJFRI51� 'ducts or plenums. � I 1 303.2, Floor insulation installed per I I I I Floor,All I 1,006 300 0.0 0.033 0.047 33 47 1 1 � I I I I I I I :nDoes Not 11 I I Extedor I � I 1 402.2,8 manufacturer's instructions and �� : - I I I I 4 , I - I I I I: I I I I I I I I 11 I I :: I 11 I I ODoes Not "' ; : I I I I � I I IV, I I I ;0Not Observable ifIN211 in substantial contact with the I I I Compliance Statement: Th!�proposed buifd:ng design described here' - RAP ".6ilding plans,specifications,and other iivnl I � I I I , , I I ONot Observable � , I I 1� � I I I I I I ,L'JNot Applicable 1 'o, underside of the subRoor,or floor, � ," 11 I : , � calculations submitted with the permit application.The proposed b *** �x, "t, .,, 0 Meet the 201 8 IECC rpTiii-ements in i 1------------------------------------------------11 I I " I I I I ' _J _ , -,," ': ;........: , _ __ ----------,--------------.--------------------------- i framing cavity insulation is in I -, I 0� .- -,- I 1403,17 .Ducts declared to be within the " I 11 I I c1complies �Requirement will be met.__� � I PNot Applicable REScheckVensicin;RESchreck,Web and to comply with the Manda tW �11 . Ik REScheck Inspection f'neckhst. Nh e ,,I] i � i I I I I I I I ; I - I F I I I contact with the top side of I I I ,C1, �,L_11 - � I 11, I I I " 11FR2813 conditioned space are either 1) , 11 I "I I LIDoes Not I sheathirg�or continuous I I 11 I VJ .4� - :14 I li.j, ; , I I I I I I I 11 Q� If , I � I � completely within the continuous ,`, I I " I I Insulation Is Installed on the I I MATTHEW BUSCH AIA NCARB 2021.11,08 .",__ I I , I VV I I 11 I I I I [3Not Observable I � I I I I I I _______________ ..",� WI_ -_ 1E "I" I � ,air barrier and within the building' I 11 I 11 I" I I I I I I -J�' 'A, ,i_t,7�__- I " I : I ONot Applicable underside of floor framing and . I I I I I lkiame-Title Sig., - a I 1 1 , I thermal envelope,2)buried �I '' : , I "I I extends from th :7 1 1 1 . 41u,4 1 ,,'�, .10 * I 11 I I I I : I e bottom to the I I 4" , 1-1 11 . - _L! , :within ceiling Insulation in I I I I I I - , "I I I I top of all perimeter floor framing ,: I I I I � .1 - =: -,_ , il I 11 I I . I I I I I I . I 11 , �, � I____� I I , 'accordance with Section �_ I I I I I I 11 I I I I; I I members, I 1 I I I I I : I 0 , - -I,--- ,� � � .R403.3.1;and the air handier is : , I I I I I � �;_____�.__:�-------�__-1.1111-1 _____ A I � 11 I ;�_ I located completely within the I_ I I I I I , I I 41521.-I-,---,,Wa 1-1-Insu-ta-t-ion----R_-_va1u_e_1f-this_lsa' a, . R- []Complies ,Set,the Envelope Assembites1 1), 04 9B,b A_ --__:::�.'._::___11 --- ,,,__��. I _� " I , 1 1402.2,5� mass wall with at least%of the ODoes Not ,table for vatue5. _-, __ -_ - ____::� ___1 , , : I ,[]Wood 0 Wood _ - _ I - , I , t:7�:-:�:�,_��,--� ! �continuous air barrier and within 'I'L - o I I; 402.2,6 wall insulation on the wall I Of Niass .0 mass ONot Observable . 0 -,r::,, _� -I __ I - -_� ,the building thermal envelope l" I 11 "I I I I _� __� I ;and the duct leakage is<=1.5 F I I I I JiN311 extet ior,the exterior Insulation , I l!"It , ',or Oumbmg I I I I I I I I I P-11 r I I I I I I I ,,�� I i [J Steel 1-1 Steel ONot Applicable , ' cfm/100 square feet of 1, I I I o, I �G ;requirement applies(FRIO)� I I � 'i.,-I It I Keep plumbing p; A-s ''I 11 I I I I � � V9 t, I 1P conditioned floor area served by �', " I I � I I I l , I I I I --------------. I I 'Out of exlp,Fiorvvall�3 �the duct system,or 3)the ceiling ; I I I I � I I I I . ; --------------�--�----,-�--�7-,'---- - - - - .........-_ � I I I I Insulatic n R-value installed ;; , I I 11 11 3012 Wall insulaCon is installed per ', I "`7�' ffCcimprie, �equj,e�t WIIIF;�'met. i " I 11 I :againstand above the insulated ��, I , I I I I I I (IN411 manufacturer's instructions. 11 I I I ', I I ' ' ' I I'll : I , : I I I I 11 1 I '[]Does Not I I I I I - I duct>-to the proposed ceiling ", , , , I I llz I � I I I THERMAL ENVELOPE REQUIREMENTS Insulation R-value,less the R, [ I 1 : I 1, I "I . : I I I I I I ONot Observable � I : I I ,value of the insulation on the � , I 11 I I , I 11 I , . 1 ONot Applicable IIIIIIIIIIIIIIIIIIIIIIII � - , ________��_,_________ ____ ___i_1_......��--------,-,-.��,,�-.,---"""-".�.........--,---------- PENETRATION AT ROOF/UNCONDITIONED SPACE i R402.4,11 Ruildi ig Thermal Envelope I . I - I I , "'I I � -f�i,�t,,iil(f""Pthe.,.m:�l,,;i,f,,,/�,�,t,;4"(,,,,r�yv,r��,��l,i,-,,i,,P,,1":,41,1,,rlvr.i�,,141,2 '!:,.'',�!,��n�",F,�lf'i"'�,t�",�i"--f,-,�l�ir�)!��;il�-v�,,,Iir�ilir,(,t�), ,,,`�,,�,�,,`, , I I I _,.,""', l_ R I I b'lx�r r-,-*�V,�71 , 11 I � � ' ' ' I I f �%"',?ar,I�:nw,�,,��,11, -:�,'�,��;"':" , I � I ", , - -7 -� itf : " I , a i I I I s! �� CorrimentsMssumptions 's-ecii-on I 1 Plans Verified i , I Complies? mmentsfAssumptions I ,, 'I,��,- - ____ r----- ,__,___-_�- I---------- 1________-:-l-�----------i __ -------r-. `' � I I 11 ,, I I f ,� I I!TeicUoni � - , I ! Plans Verified ' Field VerIfTed " �complite I� 11 I � 1, 1 ' 71 1 1 # I I field Verified [ � C6 f.h'�we,lti,1!,?>f;i,r � " , 1 , 4 , Tin I inspection Provisions ,l 4 t ,j Final InspectionPirovistorts I �,I , , I , ;:: Value . value t I I I I I Value i : Value � I ,"' ,_ , , I 11 s , &Req.tD , I I 11 � 1: � " , ,I REVI: DESCRIPTION: BY: DATE: I I 11 , 11 , I 1, I 11 I � 1, I :,�:',', - o kpe�q_!D� --- 11_�____ _,l___L_.1a__' ____,__,_,__, - 11 _1___,:_, -1-11-1"I'll,1._,__'',._,, �-,�,--�,---,-.��-!,,,,.�-.-.-L I I11- , 1 , I __._1_1.;__---_-_,_-__ RV12,41A ln�t,JI:!,fh,f, 1:1 , �_,." rnei�i ___"� �f�-,'7---- 1 ,. r 403.6,1 All ianical ventilation system,,, , , , , n R_ UCcimplies ,�:� 1 I I - "", I ! Complies .Requirement will be met. 402.1,1, Ceiling insulation R-value, I I R- ,See the Coveope As5pmbl,es 1,_," � IF1251;l, fans not part of tested and listed t 1, ': I 1 402�2.1, : tahle,for values. 7ho co�,�nn�,rt!,�,f if;,,ht,,w,,�j�i�,,�'1','�,�,,I,�,�vl""t"v;l-,��,tri�in Ti,,U,�FAD?4,f�5h,F i'll�T,�`d"',,,,,`J lf"r I,t--'!,ff,,)r%Ufo(tt��,�1,nV,*,�X'l�1111 � �, 1 I I, I I I ; ,,� ; :, �':1�ODoes Not []Wood �n Wood .DDoes Not " , I 1 61 FILING SET TO OWNER PH 11.09.2021 HVAC equipment meet efficacy , I I I I I I �, 402,2.2, 1 a"d ttx,cw�qo filed�,i Tx�+�RAil2A 11,J,,7r,,r,Th!P rolhf�m�,!��od�4 C,:,�,�,wlf.�,rfr,V/1",ft,q,,�);ff0 t,v�i�r,','f,��;,-�:"?J,,q j,W",V,,,hhf�,Vly , 11 ' I, � I 1 1[3 Steel ,T � , .. I I I I I , , 1 ,3 steel [3Not Observable F>IrT, Irl-,vf-!f'J - """'---,fe,, 1 J," I I� I I : , : I I � � and air flow limits per Table I ' ONot Observable - 4021.6 : I 5r:ill;,I�m-;�t,Y��qxr,,now.5 ard ei,f-�rofTsirlirmce ,t� ", " I I �., 5 EXTERIOR BID SET PH 11.03.2021 1 ': "' I ','�, '' '' I UNot Applicable I � I I I I .� R403.6.1. f;, , " � , , , I I , nNot Applicable , JFIIJI ; I i __�,,,� 11 1/1 --------'----'-'-----'-------�-''_ ' �� ," I 1, ''I'll 11 I—,-----_.____--------____.________ I I � , I , "I I 11 ,� , ,r,el " 403,2 Hot wa � , I I I � I : , tc�,,,,� ho,�,;-if�vv�."�,f�,� ter boilers supplying heat ," '' I ,� 11� I I I,[]complies ,Requirement will be met. I _-,__ I I _____.__�_______________-__ TABLE P402,411 AIR SAPRIER AND tNSULATION INSTALLATION i I '_*� Ve ," , , , 4. SITE PLAN TO SURVEYOR PH 10.09.2021 � l , , . " I 1 " (F[261�1 through one-or two-pipe heating " ,,, " ,, ,I ,, I I I I I I I UDoes Not _i_01i:F1._1,_Ceillng i-n-si�-ta--ti,o-,r-�-in-st-'a-1-1,r-,d--p-er � , , I 'OComplies Requirement will be met, , � _ i I W K.�Irf:T,PV.11101 I � I, , 11 I I I I I I I � I , , I . �Is, 'I , I , I I I , I , " systems,have outdoor setback ; I I I I I -1 , �� , �I I I � '%,, I I - I : � ,"4, � 0 , , : I "I I I I I ,[]Not Observable � 303�2 o manufacturer's instructions, 1� I , , �: � � : ,,, 0Does Not irftl AM E001.CRITER[A ru�lllll%nw)w5rM,4TW114"ITI'll!. slawr!"35,,,,_________-- ,,,I I I,,,, , . I; 11,",, -, I I 1, I I 1 3 FINAL SD PACKAGE TO OWNER PH 09.27.2021 . I I : control to lower boiler water I I 1, -I I I ,d every ,�I I I I I I I I I',, I I I 1V "I—-, -, , , - �1'I � I I IF1211 ,Blown insulation markc I I I , I � I ; o, :, � I I I I � I 11 - .1 I I 1� �I- ,,��. , I temperature based on outdoor 1. ::,'� , "5ONot Applicable 11 C]Not Observable i I - �� : I I I 1 ,300 fill, �� I I 1, I I—�",',Elt,11",, N,�"1,7"P , I I 1� , , I I I ;"Xl�,�, 1 A ,,,,,5."._ � I I I I I . , , ,"!�-, ,� "!";,, '.... -,, : ,-�,it, of ,:� .,��,,,,-;_-,,f,', , 2 . : , I �� I ,I I I I [Not Applicable 1 11,,,"�1111, 11--". �l,,,;!,-,,,�,,"�,z,!"�",�,,,,�,,,:,�:�t�,�,�, I OavN c,,r ,��1�11_-l�'% "�'.. ,� � 1�,,,�,�, temperature, s I I 0,t, , " I " - - ___-__ - --------------------------------------------f- - __ _-_1-1 I__I 1-1 1:1_______.__-----------1___:----______________________1 11___1_________________ ��,,' I , ------- "I'll, , i 11 ,��'. ,-1 ;I__,,�,,,'! , *, -,, SCHEMATIC DESIGN REV TO OWNER PH 09.20.2021 'Heated water circulation systems t" , I I I I � I " I r'��,,�f,�- 1;�'�_' ,_1,,;-,i � I , , I � ��,��, f �, , I I 11 I �Requirement will be me'. - W_ I- - - ""''- , ,"" ..............I"""___,____, � I ,-, ,-,%:�, �"!" , , ,, Ir'' " 461 5 iY ncomplies 402.23 ,:Vented attics with air iw�e,3 "7� 1 1 I I ocomplies Requirement will be mot. I - , �Z",� f F_JT ,, : I I I ,-. l -,1�7,�%,,"" 1 - -,,�,,,, 2 i , , � 'I I - ,:[]Does Not I I � 1, 1, I I ,�,; �_, I I 1: � I I , ,-, t __ " I :�,��K,:� I SCHEMATIC DESIGN REV TO OWNER PH have a circulation pump,The , I I I I I I lJFt22F .:;'insulation Include baffle adjacent ' I � ,�,,�� - .I 1, , la , 09.14.2021 , , : �, I "I � I I , ,C]Doe5 Not I ;ewc'��, h�,-,,:�.,",'11_1�',�,.,�,,"_-,,-'1 �4,, I f ,-,,,,", I ,-�1,,,�,�,,,�� system return pipe Is a decitcated 1:1 I I I , :I I �"I :to soffit and eave vents that : , , , I ,,,;,",�," i :_1 I I 1,"" "1" r;-.111 71";�I �!, -I--," 11, , - , 0 1 1 11� I I 1:1 I I ,i�," I I I ,FlNot Observable , I I I I ""," I ,,, , "' ��,,,I-I , 11 - I ONot Observable , ( -"'t" �,11",-11,1,�,,�-Ilrl",,I,m,�,,"t,,,, -5--" ,-""s"" i .,,�', 0; ,, , return pipe or a cofd water supply'I I 11 I 1�1 I I I I I I I 1, ':.extends over insulation, 1, I , "'il.-I i , ��,,�, 11'", SCHEMATIC DESIGN TO OWNER PH 0 .13.2021 , I I I I ; I I 11, ONot Applicable I I � 11 t�. I o I ..pipe.Gravity and thermos- i" I" , , : I I 11 "I , I I I E]Not Applicable �,,4v�, I 1_ I 'll, I ." I 1 "41.7'. : I I I , I I 1� I "I'll I11.-______.____` -_,,,,-,............I........_,___ --__________, I I I I I I 11 I I � _ ,__-.1111-I �, I I I �syphoncirculation systems are It, I , : ':-,�-, ""N, i ,", ,,,,, I 'I'll, I I I I I 11 402�2.4 Attic access hatch and door I R_ R- ,OComplies Requirement will be met. I'I',11:".".01 I ;,f"",�, "-�,n, � ,_`." i,,-�,,, *N., 11 ; "I I EXISTING CONDITIONS TO OWNER PH 09.13.2021 1 1 1 1 1 , I'll I r I % I I I o OlDoes Not 1�I I I :1 I'll,'"�r ;1,1�1 I, �<--_ '1v '. I I , , �'11 : i. not present.Controls for t", I I , I ; ,insulation 2�R-value of the - 1- ,------------,---,--------,-- ,� 1�1 , I I I - , ; I IF1311 I '1�-,"""4f.";1,;��'-!", 1�!�,,,,,,J - "'P I ,�, �, 't I I circulating hot water system �, I : I I : I � I ,,,,,�r�...... ; ,� ,'I',- t I I " , , I I I I adiacent assembly. "",I',"';1,�,I",I4",��I�r,,' I I If,I , 111��11 _N�, I .,�,,__-�,, I*� I -ATUS I I I V��, , �f 1 '' , _ �,� -, ;_ ��," rl I ,I ST pumps start the pump with signal,; I I EINot Observable , ". � 111�-, , 11 �:*�I`�__ - i�� 11 "I I : : �,,,��vll",� 1.11111'11,`........�11_11 _� �� ", I I I .11 1 : Issued for Filing I I I o I 1_,M� ��, , I I for hot water demand within the 1 � , , I ; 1 I I I I ---------- I :ONot Applicable ,� , "!,_, ,: 1 �, , I I occupancy,Controls �,� �, I I I I I ______ ,,, , �.-,!, -'s11 I 1, i I . , 1, I � , automatically turn off the pump r� : I I : I : I 1 I 1, 1: 402.4.1,2 .8[ower door test Cw 50 Pa�<=5 : ACH 50- I ACH 50-_ ncomplies Requirement will be met. ____ ,';�_,, 1,�,�,�;,,�t,� 1 I I '%, '11 SAT"�I`;Irll�,,-f,�Io�,�.r!n I I I I o I - - - - - l I 11�", � I I I I ': , I I 1: I I I I " <=3 Ach in Climate Zones 3-8. : I 1 , " , - ,( I I � 9, 1: [FI1711 ach In Climate Zones 1-2,and I ElDoes Not , 11 . 011- I I when water is In circulation loop F_ ,` I I I : ,� � I IVI,":r.W.-J Ir"�!,y-l-,"',--l-',�,,""',, ,A f;,� , " 11 i I" �� 11 , 11 I I : �CjNot Observable I,,1 I .�', ", �1. , t,�;k A I is at set-point temperature and I , I I I "I � �, �, ,�Ar,� ."", I Q and'pli�'lvl � , ' ' I I �,:,I ,, I I'll I I ''I � I � . . . 1.�........I... - . 1, I I I I I I , I : : 11 :no demand for hot water exists, I I I I _1111-1 _�",�-""---,-,-,-.,-"�ll-,-"-,"-""--,�,-��', I I I'll, 11 I I 1�1�Ill: I 11 11,,� ,-_________________ I VNot Applicable �...r"', 'i,,�,",_" 111"f,_",� � .r � PartiHaus 1r, I I -----.,------�-----�,-,.--�--�---,�"---.--,.-,-,---�----------�-�--�- I 1�1'111111111;, i 1 403.5.1,2 Electric heat trace systems I I ,I ocomplies -Requirement will be met �Ducts are pnc 0-------*-_-___________,_____,__,__,_,___ , I I � I 1403,13 ssure tested to : cfm/100 . cfm/100 � complies Exception,All ducts and air I � ��, I, I � I I I I I "I : . fl,2 11,�";r ,""�,1,�J;,�,�,,,,rr"' 11. � I I I I I t . IN2912: comply with IEEE 515.1 or UL - I , I I ODoes Not J,Fi27]1 determine air leakage with I f-t= handlers are located within V,l,,�,,I , �_ I � e� I I�515�Controls automatically "I I 1, I I 11 I I" I � IjDoes Not ,�', I 1� I I I : : I � ,W!��I oc,o,v�F�, I � ':I"-�"1�',�111 r;""� "11"'111"'A' ,,,, I I I I I � !.ONot Observable � ,either:Rough-in test;Total � I conditioned space. ' '""',',"I o,��,'��: I I I Design LLC I I 11 ' , Wiji_11 _11� , I I . 11 ' 'I I I .adjust the energy Input to the �"' I "'' , I:, I I I I I leakage measured with a ,[]Not Observatitir il, .� ,,,,,,,,�,,�,.,�l,"�,-,�,,.,,�,t"lm4I ',11,11�., ql.�,� I r I 1,,�,I,",:"'�1,11 .�',;r�j. I � I''I I heat tracing to maintain the ",,, ", �, , , , I I 1, ,FlNot Applicable :pressure differential of 0.I inch : �[]Not Applicable ""l-"d ,Iv,�,,� �Il,� 1111111� f"";-,�",,',,:I ) 51 6.429.11 22 1 1 desired water temperature In the -1, I I , I . . ; I 11,1�,�fll_,f I I I �, " I "I e system including , I ,,,,,,,�",,"",�,-I -,'I;&,1,:�,, 11% I I I I I ''I'll, I I I .W.g�across til I :piping, I , I I . 11-1 I ___________Z,�,11-111, I 11 I I I I the manufac' rer's air handler . "11-111.11 I-,��I I--t I V I,,, ')0 2615 Union Blvd - ____'_'___ I I I 11111 11 11 I 11 I I I"I 11 I I_1_1_____,___ 'Ll I I ,,�:,"t";.r�,,�,," 46,�,Y ;Demand recirculation water i I I I ' � � , I I rl , I I I ,OCcimplfes .Requirement will be met, enclosure if installed at time of � : I I I ; - If 1301--' 'systems have controls that f, ', ',' 'I', :, ' � I " ODoes Not :test.Postconstruction test:Total I I I C�, -4--,,,�--"A"',f-,",,,,�t. I '1,_.l1'I'1� ,","'I Islip, NY, I 1 751 , , I � , , , _ � I I I , I �, PENETRATION AT RECESSED FIXTURE OR OUTLET 11 manage operation of the pump �, I 1, 1 " I leakage measured with a I : � I ,_1.,f,,.r, �,W,,,,-,r,",".", "-w-�l o__,_,,,,"r 11�'", "I I ;and limit the temperature of the '� I I I I I I , C]Not Observable ,pressure differential of 0.1 inch I -�1,I I I 1111V,�`1`11111 -1-11,�,11"I I I ( info@parti.haus I I I I I I ��, I , I � I 11 I I , I I I'' I C]Not Applicable � w.g.across the entire system I I -,.- I water entering the cold water '� " I I I � I t, �1, ,� 1,rf'jl,r!,!,*!��-�, �I III,,"'! I I 11 1, I I I I - V,,��!,11� '1,11/,�-, " I , �11 , - , , ,� � !irlcluding the manufarturor's air � . �11,,T,,�, ;� ,1;-,-, ,1,M!, , ,� � I www.part , ,piping to<-1049F, 11 , I , I "I"",t,4 ti� I Lhaus 1_.___11__1--------------------------------- '_�11- -11 I I'll,11 I:I,,,,,,, ",�111''It,----------__1_________._-------------------,- : I I I 11 I I I ,Complies Requirement will be met, �_________________________--.--,-----------,----,-------'-------__-______._----------�.-��---------..I--_ i 1 403S 2 4 Drain water heat recovery unit, I I I I , I ,C I I handier enclosure, I � �,,�,1�1, I I , IF1311 tested Ili accordance with CSA I I I I , I . I � I I I I : I :,11 I I ,:CJDoes Not � 4013A Duct tightness test result of<=4 : _cfm1I GO -Cfmllm ocomplies .Exception:All ducts ant "'I'llk,',:_1 - " I J, - I- I I I W I - , _� ,_� 1 B55.1.Potable water-side J , - ""' "', - I I" --% e�'-,,� ,,-'--., , -%, , ,,_- `. 1�� 11-%, �.r I I I '1313cies Not handlers are located will ,%,11111 "', '�W'1111 1:" 1k �It .'01 �, �,� I � 'V -%'e, DESIGN TEAM: - I I I . , , I I I 1 [FI411 cfm/I 00 lt2 across the system or ft' 111111�1�41 , ,e " 114 ,,�, ,,� " -. ,�r , I �, I 11 I I C]Ncit Observable 'k; v, pressure loss of drain water beat , ,,, I I I I ! I",I 1-11111 I",1�"1,�,I 1�I I I It'11,111,1 I, I ", , , ,I : I I I I I<=3 cf m1100 f Q without air I conditioned space. , "ll, I I - I I ,,, I recovel-V units<3 psi for � I 11 , I 11 !ONot Applicable ;handler O, 25 Pa.For rough-in I ONot Observable � I 11-��111 I I J ( I A ) il, ,I � Antonio Gabriele, Assoc. AIA, MSAUD I I I ____ ll� 11 It, �ll� � I : ' ,individual units connected to one , I � o tests,verification may ne - f� � ,i I il IF �11 I I I I I I , � I I I I I I I , ,, 'I �.r;*` It I I I ed to : �E]Not Applicable �,,,V 4 1 1, j':, I I 11 I " � "l',Y"�,t�lf-I'�,,�.�,'�,�'I'll)�eI .1 � " ill Matthew Busch, AIA NCARB I '' or two showers,Potable water- � , , , I " 11 I I I I I 1�,�,,,"4�',f, I i It li", h 11 �11 j, ;I� � - I I , 11 I I , I occur during framing Inspection. , . � I 1, 0 1 1 "I t f 9 , - I I , ':; ,,,�u�, -1 1 I , I :side pressure loss of drain water 'I, I I I ______11_------_11-1-11,1-11----- I—- , ,_�_'_-_--__ I�,�I., - I , , III 11 � i I I I � ; � I I '! I 11 . T....��7 1, I �, , I 1, --,",--I ------I.-....- I I I I , 11 11 I I I I I I I 1 403.3.2.1 .Air handler leakage designat � I I �, I Lj-c"o-m-pli-es----,-R-e-q-u-ir--e-m-ent-wiff-b-e-met I , Matthew Lung, AIA NCARB 1; 11 ,� - �1, I R�l '11,�,,'Ifi,�,;,� ,,�',.''�,t'.11111,11 ; J I I 1, , , " �r '; '�fi__ r A",j'f 41�r t" ;,i , I 11 heat recovery units<2 psi for ,,,,, , I � (FI241i by manufacturer at<=21�of �', I I I "I �,!tz��; ( � I$ , " 1 1 1 11 r I _�'�'If' ' �,'', : , ,� I ''I �: ;, ,ODoes Not , , " I,�"".t,W:11", I " I , "V I .I- � 9 I I " 11, I I I i , I :individual units connected to fl, ,I I I I I , �, I ��, I 1, 11 - � ", 111 il ?"'w", � ;1r'f1 1-1W 11�,,.,�"I,t,,-,"t,-I Vi,! f 0, -, ;, � ,(' 1, ;, 1�- , , ",,,, , " '� I I I :, . design air flow, ,� ,, I "I I 11 �, I I I A�,g-lk`;�N iI tllf�, i I , � 11 i � I I F, I ! ;1, � I �, � I 1 I I 11 ,�, , � , "t1hree or more showers, I I I I '1� I I I ONot Observable , " I i J , ,,,,,,,i I , T,-,I ;11 i ,� I 1. ,�6i.11-1-1111,111.1 -.____1__.___�1,__,":-,- I I I " 11-,,, 11� I , -ti___1_-_______1______---I',-- ; I I I "I '',,,,;�V,,S,,�,,. r I I I , , I I 1�, ,�f r,i, I OWNER: I I I I 1 .r:l,1,_4;,�11 f I, I ,,� I 1, I I'll, il 1� EINot Applicable !1�'-I Ir I I' �','I, ; I "'l-q�i:'71,- I , I � I " I � f i , , , I I - 11 .90%or more of permanent ,I I Complies Requirement will be met. I- ____ I I , 11, , ,I � I I I I ,I " ___________,�,___- ", I'll I:........r- "I_--- I_-.............______,__________1_ li;,P� _r,:1,,,,,,,,/!.111�I'll I—'� I ?"-� 15�q,4��, JI ", I, 11� I - ,� I A, k � I , , , I �I I I I Dcomplies Requirement will be met _�j �;Pf, ,1,0 1"I'll,r � I� I,, , i I Cade Culver (FI61) fixtures have high efficacy lamps.il I I I ,'�, _ Does Not 4031.1, , Programmable thermostats I ��", t,' J I,,,, ,,,,, : � , , , It i I � I I I'll � I'll I I I I I 11`�I - I- I I ,,,f� '� i I lI I I "I - I I I ; ill , , - 11 .11, I I I fFI9F installed for control of primary �, I I I 11 ODoes Not I 11 111 I I h r 111 I I I ' I I I I -- I I I I I . I I I- 11 I heating and cooling systems and ,;1 I I -C, I I I I I ,C]Not Observable � � I I I 1A - , ,I I f email: cadeculver@gmaii.com � , - I 11 1, ,,i I I I I VI I I 11 I , , I , I , , , 1, 11, I J : 15, . 11 I I 1, ONot Applicable I 11 .initially set by manufacturer to " I I I I'll 1, I , T�,,;�,,,,jl�11,1�,%."�."",t�,, I 11 ,, ), , y5l "' , I , , . -, .E]Not Observable , "I'll "I'll I I "I I % ,.. ,,. , " � - I I I , I k k", _ I 11 I I I ,,�,,?��b,,"� F �_"""It., "r--j� �111 - �, 11 ,,, I ,Fuel gas lighting systems have � , : I 11 I I I I I "I I :DNot Applicable ,""a, "'�"",."�i",t",",-,,�",�r",�,:,�m*",�,� _.7;i`*, �' I ;, I 1,11,�� __.�,,1,r ��,. ,�- l" .,f/ 1:,,,""," '�" -X,l ' "' ,__" �� _�It�L_7_1�,�_ I I'll, I I I 1 vJ,,.,�. __!5, _,_,,__1*1 1 ,,,,,, ,�� 4041A " I I :,�, ocomplies .Requirement will be met. code specifications. ll , 11 .S.,� I - I I I ,, , , , I I I , 1, , --""""�--l-111--l�-11-�1--ll--,-�-��--l�I ___._1____4__1_ - "I. ...... .... , ,,_",I", '', " _,_______________ __ V`11111IT"... ____,____--_ -'-,V, , I� I I I I�',, -I, 403,1.2 ,Heat pump thermostat installed I I I � , I, I� , , ,c1complies 'Requirement will be met. I—* ; 7 -, no continuous pilot light. I I I ,�,_.,�__�_,,L_.,� - [FI2313 �: ODoes Not : � , I i,__- - ----- i", I I I I :, , � t:I" I I li",,"""I"',"j"I"';�,,J�,,,�,,tr��,I,f k� I . I I I I FINot Observable 'IF11012, , on heat pumps. I I I I I I EiDoes Not : ,,,*!,A',,?r,_"",", I I 4t 00:� 1, � , , � , ,, I I I I ;I I I �� I I I, I "-, ,,�,tl,,��1�,,�,:��Rb� I "I , I : I 11 I I I I I I I � I I 1 I I I I I I I I "L I,-,.1f, � : k 11 1, I - ONcit Applicable I I I I I'll I I I I i"".1;'11 . "I' _' ""' ' 11.1-------I----------_______----�-------�----------- I I : I I I I 11 - I rJNot Observable i I , I ADDRESS: I I - I 11 I 11 � I I Compliance certificate posted, t -1 I'; , *1 -- -,t� , � I� ,�', . I I I I I i!vl'�10,1��.,,fl 11!�0�110;"T�.',t -1 - F �,�, - - , I I I 1, I— I I I 1_11 "I�,,�,,�--�-1--��l-.-�l.".,--�,-..-.--�.�.��.I----�-11_-.1.1 �C�_ � �, iEi------------------------------------------------------------ 11'' '' ,""' I I I , ,.00ompffe5 : _.�_ 11.......-----------I——_. I..1 -I� , I :11flat Appticable W"-fy"!...t, Go'!�;�td " �,� .,,�4 (��,,,, - 2060 Clearview Ave IF1712 I 11 "I I I , I 1 f -l" �,, : I I I ,ElDoes Not I I I �111�,`011�.-�W, 'r�"tA,r,6'd',, ..I I— �, I I I � I 11 I I I I ' 40151 Circulating service hot water � , I ,OComplies Requirement will be met. � I , I I I I " " , " I �I ' jrlllr� syst-ems have automatic or �;,'' I I I I "I 11 1, . I I il,:_ ' ' , f ,," , ,, , ,,,'; , � ; I I I I 11 11 V&"'�r� _J"",,,kj�� I I I I , I I I I �.011lot Observable , I ' DDoc-,Not I , _1'e,��r�,f�, Southoldil NY 11971 , ;, I I "I I " I I 1.accessible manual controls, " I I I I I , "i'll-11t:I'�,��,P,-",,I"�".,,��,--,,�l,A , I I : ONot Applicable ' I � I I i . I : , � I I I I ONot Observable -F1,10;,1j '41- �' . __,__,___L_ ",____-______.,_._._,__------- I I I 1, I I I 11 I I I 0,11;W;1:i 1`,11,, I IFITLE: I I ; I I I ,ONcit Applicable : �;�,��wi�,,�,,v,�,t;��-�:!� � I I , , _-1;______ ,__�........�.................�......__,___'___-,--.- �1-1 "If." ,!,�,, I - -,- __-----------,- I,11�,,� , I I FENERGY CODE ANALYSIS , , :I , ! __ - - - , ; - r ) h Impact(Tier 1) 12 :Medium mpact(Tie,i) - 1-_S 7L�';Impact(Tier 3) . , lw,'qi�-Impact---I-f il,-.,i)---------i!Meriz n---I---m-pa-c-t-t-Tie------------j-Tww j n--l-pa-ct-(T-ier-3-)---- 115 ---------------------- ,-,___ ,I �_,I ,I�-111,11", ",11,_7_ __J,_11-1, I __",, ",_,____,2,__,_J,-"____ ,_________,___J _ _111111-1i ,"_ I 1 I—-I'll_11111-I1111........ 11 I 11-,11 1-I i - . - I Project Title: PH048 Reportdate: 11/08(21 Project Title-PHO48 Report date: 11108/21 - ! SCALE: DATE: CHECKED: r Data filename: Page 9 of 10 Data filename: Page 8 of 10 I DRAWN: - 12)" = V-0" 2021.09.16 � MB MB/ML r , . .,^A 14i ___ ___ C-,,e.t,J'AT-_ .1pt-,.ns] 11 PR!OJECT NO: DRAWING NO: REVISION: � PH1048 EN-001 \-I'- � . � �