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HomeMy WebLinkAbout43126-Z g�fFOt,f Town of Southold 8/8/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40598 Date: 8/7/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1205 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 35.4-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/2/2018 pursuant to which Building Permit No. 43126 dated 10/12/2018 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: one family dwelling with covered porch and attached one car garage as applied for. (Unit 107A) t t The certificate is issued to Peconic Landing @Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-19-0001 6/10/2019 ELECTRICAL CERTIFICATE NO. 43126 8/1/2019 PLUMBERS CERTIFICATION DATED 7/24/2019 Rad Piecu Au riz d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y... 4� 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#: 43126 Date: 10/12/2018 Permission is hereby granted to: Peconic Landing @Southold 1500 Brecknock Rd Greenport, NY 11944 To: alterations and addition to an existing single family dwelling (conversion to two dwelling units) as applied for per Southold Town Planning Board approval. (Unit 107A) At premises located at: 1205 Route 25, Greenport SCTM #473889 Sec/Block/Lot# 35.-1-25 Pursuant to application dated 10/2/2018 and approved by the Building Inspector. To expire on 4/12/2020. Fees: CO -ALTERATION TO DWELLING $50.00 ELECTRIC $112.50 SINGLE FAMILY DWELLING -ADD ION $750.00 Total: $912.50 Build in -1 spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Ow 090 HouseNo. Street amlet Owner or Owners of Property: A Suffolk County Tax Map No 1000, Section ��Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: *AW1#&.&Wef Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (chec ) Fee Submitted: $ Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� roger.riche rt(D-town.so Litho Id.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To* Peconic Landing Address: 1205 Rt 25 (107-A Thompson Blvd City: Greenport St: New York Zip: 11944 Building Permit#: 43126 Section 35 Block. 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 27 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 4 Main Panel 150a A/C Condenser 1 Single Recpt Recessed Fixtures 23 CO Detectors Sub Panel A/C Blower 1 Range Recpt 50a Fluorescent Fixture Pumps Transformer AppliancesN33 Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 150a Switches Twist Lock Exit Fixtures TVSS Other Equipment: range hood, 2-bath fans, 3-combination GFCI /ARC fault circuit breakers, 3-ARC fault circuit breakers Notes: UNIT-1 07-A Thompson Blvd Inspector Signature: Date: August 1 2019 81-Cert Electrical Compliance Form.xls o��oF sa�ryol - Town Hall Annex Telephone(631)765-1$02 54375 Main Road Fax(63 1)765-9502 P.O. Box 1179 Ix• Southold,New York 11971-0959 Dia BUILDING DEPARTMENT 'NOWT OF SOgT HOLD JUL 2 4 2019 BIJMI TDIr1O DEPT= TOWN OF 1V30UM0iD- CERTIFICATION Date: Building Permit No. 1-1312(o 4- Owner: Pe nn i e l n n J,h 4 (Please print Plumber: pray P►eax, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. O(Pigtiature) Sworn to before me this a day of v 20� Notary Public,naLfrn County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2207- y Ltv a0F SOUTy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [VI/FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING .REMARKS: * IL O l -9v cz&ma�n n(--v aw -4v rJI &WM V(WAA� . r DATE INSPECTOR �Jk�'q�W /1-yo �pF SOUIy � # * TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm,N�'' 765-1802 INSPEC ION' [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ]VE66NDATION 2ND ( ] INSULATION [ FRAMING / .TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ohl S DATE D INSPECTOR pF 50U1yo6 q G �� # TOWN OF SOUTHOLD BUILDING DEPT. �yco765-1802 INSPECTION 2� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 726--,�L o DATE Z�7 j INSPECTORSE� l�` UP So(/Ty� # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] PdGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] REPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION IV FIRE RESISTANT CONSTRUCTION [ ] FIRE SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] XtCTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: EireC6pry 1-\ Q�l DATE INSPECTOR oll TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IkutULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: aAikf G;k"V v � �, ' ice. • DATE « INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex \QF SO y P.O. Box 1179 54375 State Route 25 �0� Ol0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov 100UN%�`C.'` PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 6, 2019 AUG - 6 2019 l: Charles Cuddy, Esq. y;�,1�i,D'�1�g D :"PT. P.O. Box 1547 Riverhead, NY 11901 Re: Approved Site Plan for Peconic Landing Duplex 1205 Route 25, #107 Thompson Boulevard, ±75' n/o Chickadee Lane & Thompson Boulevard SCTM#1000-35-1-25 Zoning District: HD & R-80 Dear Mr. Cuddy: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made July 24, 2019. The site is now in conformance with the Approved Site Plan entitled "Peconic Landing Duplex", prepared by Frank B. Ryan A.I.A., dated October 1, 2017. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager w i + 4 M�1 � t 4 two _ r lf+ 4�, i 1 1 - „"'',•,.,.�,�, .,rte as�� "� �g�..«w `°;- N; y- r F �w tt - Ate" c F v e 15 ti 1 }.+ � ��� +', �- _ n� -• � '., �� _ _ _ ,� Y _ L\�� .w • �� _ - �� � 4 oKa� � �� __ .�^�.��� Y �' � �� - __ ■i t h _ a --- s �,� .. ,,. �. J ti.r- 8 � s 1 � � 1 T" < � ��r i ' 1 i 4 � f 1 ��1 + `�..�., M1I�r��' 1 . - �� •.� � � a�y i I "M I 4 r x a � 1 s � 1 � • ti i. A M -`' r - t r.� 1 Y J ' t ~ Y ' ' y l } y (i J r40 • AIP jo Ir r .r . i t ll j s I III / LII t 1 fb f 't .... -.`,;_ :� , ,�' :. _ . - ;. _ '�►'+� '�s _ - ..,,,, i` *... a.., ...,,. . , _-�. -�r ,.� �� t X i � �'�...,. GAJ } - .. .. �� ,.; � �� � � � k „ -� _;. F }y' ti � � �Y �. i � "�. .�y ��. j E ��� P� r S � �F• /� i 55 � . W t i i4 � k�' i �` 4� :s f � ��, _ f ��`� ' � , �r e, + �d� J,. 5°' i 1 t � / ^•n I i i , f ti. I d ll 4 1 - ' V 3 A _ J f s 1 �x- �y. 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Z !' t .:.:�.�.war-�.. y�.�. �- - _s.� ar<__.:.. - .. ».....w� f_... _......:_�..... .� .. �'' �.,rr.. r... .. _ t ��� �� �� "-�. * _ �'�. i W" __ (i J �.'/�/l n i i I i ' ' 1 rw`, 3 - Load Short Form Job: 1500 Breaknock Road t I del R9 L E\'L Et t�Y Date: 9/19/18 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email gdlamay3@gmail com Project Information For: 1500 Breaknock Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db (°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD (°F) 61 11 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1 Apartment 1 1201 20135 17023 800 800 AH2_Apartment 2 1205 21198 18109 800 800 Entire House 2406 41333 35132 1600 1600 Other equip loads 3913 676 Equip @ 0.91 RSM 32442 Latent cooling 3382 TOTALS i 2406 I 45246 I 35824 i 1600 I 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrilghtsoft- 2018-Sep-1915 24.18 ..,—I Right-Suite®Universal 2018 18 0 27 RSU20322 Page 1 ightsoft HVAC\1500 Breaknock Road_Greenportrup Calc=MJ8 Front Door faces W Load Short Form Job: 1500 Breaknock Road t I l Fs r e [E2 G Y Date: 9/19/18 ..^ AM Apartment 1 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email gdlamay3@gmail com Project Information For: 1500 Breaknock Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZBR 16-3 Cond RA1624AJlNA AHRI ref 4444461 Coil RH1V2417STANJA AHRI ref 7940892 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 57000 Btuh Sensible cooling 16800 Btuh Heating output 52000 Btuh Latent cooling 7200 Btuh Temperature rise 59 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 060 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Master Bedroom1 276 5165 2660 205 125 Living Room 1 400 8724 9282 347 436 Kitchen 1 264 3568 3658 142 172 Laundry 1 22 0 0 0 0 Pwdr Rm 1 31 169 115 7 5 Storage 1 100 2148 1142 85 54 Mech Rm 1 27 0 0 0 0 Master Bath 1 81 361 166 14 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +� wl<ightwoft" 2018-Sep-19152418 �t «., ,�«, Right-Surte®Universal 201818027RSU20822 Paget u ightsoft HVAC\1500 Breaknock Road_Greenportrup Calc=MJ8 Front Door faces W AHI Apartment 1 1201 20135 17023 800 800 Other equip loads 1822 315 Equip. @ 0.91 RSM 15708 Latent cooling 2282 TOTALS I 1201 I 21956 I 17990 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I& QA►tI ig htsoft° 2018-Sep-1915 24 18 . .,. Right-Suite®Universal 201818027RSU20822 Page I& ightsoft HVAC\1500 Breaknock Road_Greenport.rup Calc=MJ8 Front Door faces W Load Short Form Job: 1500 Breaknock Road Date: 9/19/18 tl`„��r^E;L R6,� AH2 Apartment 2 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-6730664 Email gdlamay3@gmail com Project • • For- 1500 Breaknock Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db (°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD (°F) 61 11 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZBR 16-3 Cond RA1624AJ1 NA AHRI ref 4444461 Coil RH1V2417STANJA AHRI ref 7940892 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 57000 Btuh Sensible cooling 16800 Btuh Heating output 52000 Btuh Latent cooling 7200 Btuh Temperature rise 59 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Kitchen 2 278 6479 8658 244 383 Laundry 2 22 0 0 0 0 Pwdr Rm 2 46 234 294 9 13 Living Rm 2 354 6103 4378 230 193 Master Bath 2 80 1174 628 44 28 Master Bedroom 2 296 4235 2867 160 127 Mech Rm 2 29 0 0 0 0 Storage 2 100 2974 1283 112 57 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L 1+l►1'itgflli soft- 2018-Sep-1915 24 18 Right-Su de®Umversal201818027RSU20822 Page +�� ightsoft HVAC\1500 Breaknock Road_Greenportrup Calc=MJ8 Front Door faces W 'AH2 Apartment 2 1205 21198 18109 800 800 Other equip loads 2091 361 Equip @ 091 RSM 16734 Latent cooling 2368 TOTALS I 1205 I 23289 I 19101 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft" 2018-Sep-19 15 24 18 ,..»•, Rig ht-Su ite®Universal201818027RSU20822 Page Arm ightsoft HVAC11500 Breaknock Road_Greenport rup Calc=MJB Front Door faces W N 1 Ist Floor f 218 cfm Living Room 1 Master Bedroom1, 8x12 6x12 _ 205cfm 218 cfm 6x12 Master Bedroom 2 Kitchen 1 Master Bath 1 4 x 12 172 cfm 4 x 12 4 x 12 7 cfm 14 cfm 160 dm 4 x 12 Pwdr Rm 1 FL..Tndy Laundry 2 Master Bath 13 cfm Pwdr Rm 2 44 Storage 1 4x12 I — — } m4x12 1 390 cfm 85 cfm 14 x 12 1 '10 x 12 14 x 12 Mech Rm 2 I 115 cf Garage 1 1 x 14 Garage 2 Kitchen 2 Mech Rm 1 I Living Rm 2 TT� 8x12 480 cfm I 4 x 12 383 cfm 14x12 -bD Ox 1212 m 10x12 8x12 14x12 1 4x12 115 cf Storage 2 Job#: 1500 Breaknock Road Home Energy Solutions Inc. Scale: 1 : 108 Performed by Katelyn Maieski for: Page 1 187 East Main Street RightSuite®Universal 2018 1500 Breaknock Road Huntington,NY 11743 18.0.27 RSU20822 Greenport,NY 11944 Phone 631-673-0664 2018-Sep-19 15.26 01 gdlamay3@gmad.com 500 Breaknock Road–Greenport rup Manual S Compliance Report Job: 1500 Breaknock Road Date: 9/19/18 "` "�k"' y'' AH1 Apartment 1 v v _ B Katel n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmailcom Project • • For: 1500 Breaknock Road, Greenport, NY 11944 Cooling Eq,uipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 17338 Btuh Entering coil DB: 75.6°F Outdoor design WB- 72 VF Latent gain. 2282 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain. 19619 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model. RAI 624AANA+RH1V2417STANJA Actual airflow: 800 cfm Sensible capacity. 22158 Btuh 128%of load Latent capacity: 2738 Btuh 120%of load Total capacity: 24896 Btuh 127%of load SHR: 89% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 21956 Btuh Entering coil DB: 69 6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZBR 16-3 Actual airflow: 800 cfm Output capacity. 52000 Btuh 237%of load Meets all requirements of ACCA Manual S * wr'igihlt sofas 2018-Sep-1915 24 18 . .. Rig ht-Suite®Universal 2018 IS 027 RSU20822 Page 1 )+6A ightsoft HVAC\1500 Breaknock Road_Greenportrup Calc=MJ8 Front Door faces W Manual S Compliance Report Job: 1500 Breaknock Road Date: 9119118 11ti1t9C�t \`t ItyaV AH2 Apartment2 Y y _ B Kate/ n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-6730664 Email gdlamay3@gmail com Project • • For: 1500 Breaknock Road, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 18470 Btuh Entering coil DB: 75.7°F Outdoor design WB 72.1°F Latent gain: 2368 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 20837 Btuh Indoor RH- 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type- Split AC Manufacturer: Rheem Model- RA1624AJ1NA+RH1V2417STANJA Actual airflow. 800 cfm Sensible capacity: 22163 Btuh 120%of load Latent capacity. 2774 Btuh 117%of load Total capacity: 24937 Btuh 120%of load SHR: 89% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 23289 Btuh Entering coil DB: 69.3°F Indoor design DB. 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZBR 16-3 Actual airflow: 800 cfm Output capacity: 52000 Btuh 223%of load Meets all requirements of ACCA Manual S. wwright sof#- 2018-Sep-19152418 A •r Right-Suite®Universal 2018 18.0 27 RSU20822 Page 2 . ightsoft HVAC\1500 Breaknock Road-Greenport rup Calc=MJ8 Front Door faces W Duct System Summa Job: 1500 Breaknock Road Y Date: 9/19/18 IIiRh9 fA ENERGY ihH2t:Y AM Apartment 1 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Project, • • For: 1500 Breaknock Road, Greenport, NY 11944 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 035 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.165/0.085 in H2O 0.165/0.085 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 411 ft 'SupplyBranch Detaill Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (In) Matl Ln (ft) Ln (ft) Trunk Kitchen 1 c 3658 142 172 0.109 7.0 12x 4 ShMt 22.1 130.0 st1 Living Room 1 c 4641 173 218 0 061 8.6 12x 6 ShMt 423 230.0 st1 B Living Room 1-A c 4641 173 218 0.089 8.0 12x 6 ShMt 350 150.0 st1 Master Bath 1 h 361 14 8 0.096 2.8 12x 4 ShMt 425 130.0 st1 Master Bedrooml h 5165 205 125 0.064 8.3 12x 6 ShMt 696 190.0 st1A Pwdr Rm 1 h 169 7 5 0.115 2.1 12x 4 ShMt 34.2 110.0 st1 Storage 1 h 2148 85 54 0.165 5.0 12x 4 ShMt 10.0 900 st1 SupplyD- Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 800 800 0.061 686 14.0 12 x 14 ShtMetl st1A Peak AVF 379 343 0.061 568 10.6 12 x 8 ShtMetl st1 st1 B Peak AVF 173 218 0.061 436 86 12 x 6 ShtMetl st1A Return Branch, Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (In) Matl Trunk rb2 Ox 0 800 800 139.2 0.061 686 140 12x 14 ShMt t wrigltltsofit" 2018-Sep-19 15 24 18 w Right-SuiteGJ Universal 2018 18 0 27 RSU20622 Page 1 ightsoft HVAC\1500 Breaknock Road_Greenportrup Calc=MJ8 Front Door faces W Duct System Summa Job: 1500 Breaknock Road Y Date: 9/19/18 ''0ANIL�` ` "` ' nG,111"L, _ By: Katelv n MaieskiApartment2 Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gma,l corn PrQject Information For. 1500 Breaknock Road, Greenport, NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0 35 in H2O 0.35 in H2O Available static pressure 0 35 in H2O 0.35 in H2O Supply/return available pressure 0.232/0.118 in H2O 0.232/0 118 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 581 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Kitchen 2 c 8658 245 383 0.105 9 5 12x 8 ShMt 51.7 170.0 st2 Living Rm 2 h 3051 115 97 0.078 6.5 12x 4 ShMt 67.7 2300 st2 Living Rm 2-A h 3051 115 97 0.081 6.4 12x 4 ShMt 71.8 215.0 st2A Master Bath 2 h 1174 44 28 0.065 47 12x 4 ShMt 84.8 270.0 st2A Master Bedroom 2 h 4235 160 127 0.060 7.7 12x 4 ShMt 95.2 2900 st2A Pwdr Rm 2 c 294 9 13 0.084 2.8 12x 4 ShMt 66.0 210.0 st2 Storage 2 h 2974 112 57 0.154 5.6 12x 4 ShMt 21.0 1300 st2 • • D- Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 800 800 0.060 686 14.0 12 x 14 ShtMetl st2A Peak AVF 319 251 0.060 479 10.0 12 x 8 ShtMetl st2 TableReturh Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 410 480 1442 0.082 576 10.9 12x 10 ShMt rt2 rb1 Ox 0 390 320 196.3 0.060 468 10.7 12x 10 ShMt rt2A ti 4- vw rights®f$- 2018-Sep-19 15 24 18 m., „ .�._ q Right-Sude®Universal 2018 18 0 27 RSU20822 Page2 ofu ightsoft HVAC\1500 Brecknock Road-Greenport rup Calc=MJS Front Door W Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (In) Material Trunk rt2 Peak AVF 800 800 0.060 686 14.0 12 x 14 ShtMetl rt2A Peak AVF 390 320 0 060 468 10.7 12 x 10 ShtMetl rt2 wi'ightsoft- 2018-Sep-19 15 24 18 ti. Right-Suite®Universal 201818027RSU20822 Page stu ightsoft HVAC\1500 Breaknock Road_Greenport rup Calc=MJ8 Front Door faces- W • • • • COMMENTS i FOUNDATION(IST) 10MM Frim 1 10 .� �r r ROUGH FRAMING& PLUMBING to - INSULATION STATE _ ENERGY • < .w, it 77 2"ASW � I � - •h.1Cvi `1. � �I J V 12 i i i r-^ i TOWN OF SOUTHOLD `�-._, BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT = Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1_802 Planning Board approval FAX: (631) 765=9502 - Survey - Southoldtownny.gov PERMIT NO. �j �lci Check-, Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20i Single&Separate d J , OCT e 1 221$ ., • Truss Identification Form ° Storm-Water Assessment Form 1 Contact: � ,'�_ v s'>'i Vii:�'. • Approved ,20 i,` v .x,D Mail to: p�Wywl� 1/a In5�it Disapproved a/c ISop 68e L-414-4 Phone: 6 31-2I6- 17'Ll fo Expiration ,20 t 631 - 141-1 -25,23 , m In / L,�, ctVi/i'1lPA�,� APPLICATION FOR BUILDING PERMIT Date 20 r INSTRUCTIONS a. This appli,,'tio' e completely filled in by typewriter or in'ink and submitted-to the"Building Inspector with 4 sets of plans, ac plan to scale. Fee according to schedule. b. Plot showing location of lot,and of buildings on premises,relationship to adjoining premises or public streets or areas, and water ays. - c. The work covered by this application may not.be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building 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, or 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_ authorizedinspectors on premises and in building for necessary inspections. \ (Signature of applicant or name,if a corporation) " - 'I�ec cv+�,t ka�u+D.�• cR S a�c� T,w. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor; electrician, plumber or builder Name of owner of premises A on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer a ceb �' Cr • (Name Hd title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which rop sgd work will be done: .. ..... ��o c, - s a L�, /0 7 House Number Street Hamlet County Tax Map No. 1000 'Section 38 Block i Lot �.� Subdivision Filed Map No. Lot 7 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration V/ Repair Removal __-.Demolition_ -Other Work ' •-_'' �__: f, 'M' (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 910-7 Numbet of dwelling units on each floor If garage, number of cars o? ca, - 6. If business, commercial or mixed occupancy, specify nature and,extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or•additions: Front ,- Rear Depth Height Number of Stories` ;•� .-�� 8. Dimensions of entire new construction: Front Rear '� Depth Height Number of Stories 9. Size of lot: Front Rear Depth r,lA9� 10. Date of'Purchase IP07 Name of Former Owner 11. Zone or use district in which premises are situated Y iAA 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES ' NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOy * IF YES, SOUTHOL'D TOWN TRUSTEES'&D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any.point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) nn SS: COUNTY OF_;���. . - •, " -`. .< ," . being duly sworn, deposes and says that(s)he is the applicant (Name ofWdividual signing contract)above named, (S)He is the ��®c �C. (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 o the8e t Rew is knowledge and belief, and that the work will be performed in the manner set forth in the applicat• Yat Qw fied m Suffokk Co" Sworn to before me this No.01CA5009515 ay of a 20fr!&" Apd129, Notary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: May 18, 2018 TO: Peconic Landing 1205 Route 25 Greenport, NY 11944 Please take notice that your request dated March 30, 2018 For permit to convert a single family dwelling to a two-family dwelling at Location of property: 1205 Route 25, Greenport,NY County Tax Map No. 1000—Section 35 Block 1 Lot 25 Is returned herewith and disapproved on the following grounds: The proposed use in the Hamlet Density(HD)district requires site plan approval from the Southold Town Planning Board. Authorized Signature Cc: File, planning, L OFFICE LOCATION: ®�� MAILING ADDRESS: Town Hall Annex )�r P.O.Box 1179 54375 State Route 25 ®� ��� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone:631765-1938 CA_, ;' www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 7, 2018 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Approval -Site Plan for Peconic Landing Duplex 1205 Route 25, #107 Thompson Boulevard, f75' n/o Chickadee Lane & Thompson Boulevard SCTM#1000-35-1-25 Zoning District: HD & R-80 Dear Mr. Cuddy: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 6, 2018: WHEREAS, this Site Plan is for the proposed conversion of an existing 1-story 2,987 sq. ft. dwelling unit in a life care community from a single to a double unit, with no expansion of living area, and including 4 parking stalls in a Hamlet Density (HD) and R- 80 split-zoned parcel totaling 143 acres; and WHEREAS, on May 10, 2018, Charles Cuddy, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on June 4, 2018, the Planning Bound accepted the application as complete for review; and WHEREAS, on June 4, 2018, WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and Peconic Landing Duplex Page 2 August 7. 2018 WHEREAS, on June 25, 2018, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on July 5, 2018, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be exempt from the Southold Town LWRP policies; and WHEREAS, on July 9, 2018, a Public Hearing was held and closed; and WHEREAS, on July 11, 2018, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on July 18, 2018, the Greenport Fire District determined there was adequate fire protection for the site; and - WHEREAS, on July 19, 2018, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 23, 2018, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold, have been met; and WHEREAS, on August 1, 2018, the Southold Town Chief Building Inspector reviewed and certified the proposed use of Life Care Community as a permitted use in the Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan entitled "Peconic Landing Duplex", prepared by Frank B. Ryan A.I.A., dated October 1, 2017 and authorizes the Chairman to endorse the Site Plan. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus Pe_conic Landing Duplex Parc e 3 August 7, 2018 and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant Signature: Date: Y O F fat BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD T Town Hall Annex - 54375 Main Road - PO Box 1179 o • ,,, '� Southold, New York 11971-0959 ephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cDtown.southold.ny.us , 'o& APPLI ION FOR ELECTRICAL INSPECTION EQUESTED BY: 4,y+ Date: -/ Company Name: &L5 (- rl C Inc, Name: Ice-im License No.: 3Yo/i ME email: Address: eo Sour c. Phone No.: 6231 - 7& - y JOB SITE INFORMATION: (All Information Required) Name: decc*er (Ita,® fv Address: J34 r,4 K ZJ®CJC no G Cross Street: Phone No.: 6 3 _ Bldg.Permit 1 email: 1016 X-itd, e��Af � Tax Map District: 1000 Section: Block: Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) _73.3 S' Circle All That Apply: Is job ready for inspection?: Y / 110 Rough In Final Do you need a Temp Certificate?: YE / NO Issued On 4Lli' Temp Information: (All information required) `�� 3 Service Size 1 P 3 Ph Size: -50 0 A #Meters � Meter# 61S' New Service - Fire Recon ct- Flood Reconnect- ervice Reconnected nderground Overhead # Underground Lateral 1 2 H Frame Pole or n Service? Y N Additional Information. PAYMENT DUE WITH APPLICATI I , �w®°C d �� 6,0 Request for Inspection FormAs I CVDIjY _kTFORNLii AT LAW 4450R1VFMOAVI�NUx • RIS�H��D,1���ORI{ ' Maw AJ&a f TIL: (631)369-M RO,Boi 1547FAX: (631)369-9080 RiveAead,NY 11901 C $-mail:'c Yleec�tday@optda�vie.aet Michaels_ Ver`ity, '•Chief Building Inspector Southold 'Town 8uildirig nepa`ttnieht Pb Box 1].79 Southold,, lvy 11971 ! Ra:: Pdc6fiI8 'Landihj at 96iithol.d; tfid 9CTN!#1b0�-35=a1=25 Dear Mr. Verity: Confirini fig outd'onversation with reference 'to the yield remaiAing for Peconic'Lariaii ig expahsidn Pdrpobes,-iny iu ict6rstandirig is that you determine the -yield'- based upoii�'actual•. "residential 'units, i.e. , cottages acid apar'•tmeiats, bu::•do not include general facilities like - the community Center and the nursing,and assisted care facilities. For theee-latter b`ui.ldings ,roti•base the yield upon coverage, either 10,000 or 20,000 square feet. I •ata wYiting to yoii- because, as we ,discussed; it is absolutely ir4io:rtant, for fiituce- eLVw}sion at Peconic l,' irig, that, through 'your assistance and the Planning 8da�•d•determination, we agree upon the remaining yield.- This will permit us to add additional apartments, as well as em,O`loyee housing and additional care and nursing facilities. , t My further understanding is that we have 94 usable acres (we have 144 acres and -subtract outI'scenic easemeAts and the. A-60 12. acres site) . Peconic handing-woulcl have- 376 a`vailaTale iititS, at foci• to an acre. Ptesently we have 1296 apartments=arid cottages. Therefore there would be 80 remaining limits, legs whatdver would be attributed to the 'community center l axsd the ,nursing and assiAted care facilities. ; i would appreciate-your confirming thin calculation so that I may also proceed to secure Planning Bo?id a.pprdval based upon these standards. I ; Very truly 'yours t 1 Charles* R. Cuddy t CRC/pc I I LAWRENCE P. GORMAN &. ASSOCIATES PECONIC LANDING TRANSMITTAL s � October 1,2018 I OCT - 1 2018 To: Southold Township Building Department RUff nMT DE,IL, • From: Peconic Landing of Southold, Inc. Re: Amended Filing/Building Permit Application Lot#107 Alteration 3-27-18 Attached: 1. Architectural Drawings Hermitage I --#107 The Golden Mean Group, LLC (4) Copies 1 Mercia Land Greenwich, CT. 06830 203-410-5783 2. UL 305 Bearing Wall Rating (1) Copy UL 379 Bearing Wall Rating (1) Copy UL 906 Bearing Wall Rating (1) Copy 3. Compliance Certificate Rescheck 2015 IECC (1) Copy Manual J Report(1) Copy Manual D Report(1) Copy Manual S Report(1) Copy 4. Application for Certificate of Occupancy (1) Copy 5. Site Plan Use Determination 4-6-18 (1) Copy 6. Southold Planning Board Determination 8-7-18 (1) Copy 7. Sewage Disposal Engineering Report 6-1-18 Young&Young(1) Copy LAWRENCE P. GORMAN&ASSOCIATES,INC.,PO Box 1015,CUTCHOGUE NY I1935,631-831-0580,FAx 631-734-2547 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address• TEL: (631)369-8200 P.O.Box 1547 FAX. (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net June 11, 2019 Michael J. Verity, Chief Building Inspector Southold Town Building Department PO Box 1179 Southold, NY 11971 Re: Peconic Landing at Southold, Inc-Duplex/Cottage#107 SCTM#1000-35-01-25 Dear Mr. Verity: Enclosed is one (1) print of the health department site plan (sheet7 1 of 1) dated December 2 , 2018, bearing the Suffolk County Department of Health Services stamp of approval dated June 10, 2019 . I understand that this will allow you to issue a Certificate of Occupancy for duplex/cottage ##107 . Very truly yours, C"/� " Charles R. Cuddy CRC/ik W F " -, D i JUN 17 2019 TOWN Par, �t D 'OVE UCC-2 OCT - 1 2018 SEWAGE DISPOSAL ENGINEERING REPORT Prepared for: Peconic landing at Greenport T/0 Southold, New York Prepared by: Young & Young 400 Ostrander Avenue Riverhead, New York 11961.- 631-727-2303 June 1, 2018 Introduction The project consists of renovating an existing 2,200 sf cottage (#107) to a duplex with two (2) 1,100 sf units and connecting the two (2) units to the existing water supply and sewage disposal system. Purpose The purpose of this report is determine the potential impact of the project on the existing sewage disposal system. a Potential Impact The Suffolk County Department of Health Services (SCDHS) Office of Wastewater Management utilizes specific Design Sewage Flow Rates for Planned Retirement Community PRC) Units, based on the gross floor area of the PRC Unit. Utilizing the SCDHS Design Sewage Flow Rates, the existing sewage flow for the 2,200 sf cottage is 300 gallons per day(gpd), calculated as follows: 1 PRC Unit (greater than 2,000 sf gross floor area) x 300 gpd/unit= 300 gpd. Utilizing the SCDHS Design Sewage Flow Rates, the proposed sewage flow for the two (2) 1,100 sf units is 300 gpd, calculated as follows: 2 PRC Units (600-1,600 sf gross floor area)x 150 gpd/unit= 300 gpd. Summary and Conclusion The proposed renovation of an existing 2,200 sf cottage to a duplex with two (2) 1,100 sf units will result in no increase in sewage flow, and therefore, will have no impact on the existing s—w4Be disposal system. fV Prepared By: �r Date: 't ro ' .it: Olpert, P.E. REScheck Software Version 4.6.5 Compliance Certificate Project Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,406 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1500 Brecknock Road Peconic Landing The Golden Mean Group LLC Greenport,NY 11944 Compliance: Passes using UA trade-off Compliance 5.5%Better Than Code Maximum UA: 421 Your UA. 398 Maximum SHGC. 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,875 30.0 0.0 0.035 64 Skylight 1:Wood Frame:Double Pane with Low-E 59 0.300 18 SHGC: 0.30 Ceiling 2: Cathedral Ceiling 497 30.0 0.0 0.034 17 Wall 1:Wood Frame, 16"o.c. 1,328 19.0 0.0 0.060 62 Window 1:Wood Frame:Double Pane with Low-E 248 0.350 87 SHGC:0.30 Door 1: Solid 40 0.390 16 Wall 2:Wood Frame, 16"o.c. 696 19.0 0.0 0.060 39 Door 2:Solid 40 0.390 16 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,406 30.0 0.0 0.033 79 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory require ents listed in the REScheck Inspection Checklist. Frank B.Ryan,Jr. AIA —Project ArchitectU f2t AAA 10/17/2018 Name-Title Signature Date Project Title: Report date: 09/21/18 Data filename: C:\Users\Desktop\Documents\REScheck\1500 Brecknock Road.rck Pagel of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified 'Field Verified-' Pre-Inspection/Plan,Review ;Complies? i Comments%Assumptions., &Req.ID I Value' -Value 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 :documentation demonstrate ❑Does Not ; [PR1]1 energy code compliance for the a ;building envelope.Thermal ' F,. ❑Not Observable ; :envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 :lighting and mechanical systems. , ❑Not Observable ; :Systems serving multiple ❑Not Applicable :dwelling units must demonstrate ;compliance with the IECC , Commercial Provisions. , 302.1, rHeating and cooling equipment Is: Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: ' Cooling: ;❑Not Observable : � ,Manual J or other methods � Btu/hr � Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 1 2_1 Medium Impact(Tier 2) "3 ILow Impact(Tier 3) Project Title: Report date: 09/21/18 Data filename: C:\Users\Desktop\Documents\REScheck\1500 Brecknock Road.rck Page 2 of 9 i Section -?, # °Tdundation Inspectioh ' Complies?,4' Comments/Assumptions &,Req'Al) 303.2.1 A protective covering is installed to ;,[]Complies ;Exception:Requirement is not applicable. [FO11]2 ;:protect exposed exterior insulation :❑Does Not u° :and extends a minimum of 6 in. below sgrade. :[]Not Observable ❑Not Applicable 403.9 ySnow-and Ice-melting system controls;❑Complies ;Exception:Requirement Is not applicable. [FO12]2 ,Installed. ❑Does Not J { ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date:, 09/21/18 Data filename: C:\Users\Desktop\DocumentsXREScheck\1500 Brecknock Road.rck Page 3 of 9 Section - plans Verified, Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID - 402.1.1, ;Door U-factor. ; U,-. ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ; :❑Does Not ;table for values. [FRl]1 ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.5 :❑Not Observable [FR2]1 ; ; ; ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined In accordance ❑Does Not Gwith the NFRC test procedure or ' ;taken from the default table. ❑Not Observable ; ❑Not Applicable ; 402.1.1, ;Skylight U-factor. ; U- ; U- ;❑Compiles ,See the Envelope Assemblies 402.3.3, ;❑Does Not I table for values 402.3.6, , ❑ 402.5 ; Not Observable [FR5]1 ; ; ;❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 ;Installed per manufacturer's ❑Does Not CQ) Instructions. ❑Not Observable ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not ® ;AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable , 400 that do not exceed code ❑Not Applicable ; :limits. 402.4.5 . IC-rated recessed lighting fixtures,' i ❑Complies :Requirement will be met. [FR16]2 I sealed at housing/interior finish y ❑Does Not and labeled to indicate s2.0 cfm rleakage at 75 Pa. []Not Observable ❑Not Applicable ; 403.3.1 ;Supply and return ducts In attics w, ''❑Compiles ;Requirement will be met. [FR12]1 Insulated>= R-8 where duct is ❑Does Not U >=3 Inches in diameter and>_ R-6 where<3 Inches. Supply and []Not Observable return ducts in other portions of ❑Not Applicable ; ;the building insulated>= R-6 for :diameter>= 3 inches and R-4.2 for<3 inches in diameter. 403.3.5",, Building cavities are not used as , ;; ❑Complies ;Requirement will be met. [FR15]3 educts or plenums. ❑Does Not ;us , ,9 ; ❑Not Observable ❑Not Applicable 403,4 HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Requirement will be met. [FR17]2 ;above 105°F or chilled fluids ;❑Does Not U {below 55 °F are insulated to>_R- ; ❑Not Observable ; i;3 ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC t; ❑Complies ;Requirement will be met. [FR24]1 :piping. ❑Does Not • � `❑Not Observable ; a, ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 09/21/18 Data filename: C:\Users\Desktop\Documents\REScheck\1500 Brecknock Road.rck Page 4 of 9 'Section", Plans M idis comihentp'/As6u�Ontiionst,, Ito 011 ? Fria-MI Ftoiigfi4wInsppq!9p Value"Vetrifil '-.Tkild Verified" ai,ue ,,,�,—,� a ue �a 403.5.3, Hot water pipes are insulated to R- R- ILJComplies :Requirement will be met. [FRI8]22:R-3. i :E]Does Not :[]Not observable :E]Not Applicable ,�,,, 403.6- ";Automatic or gravity dampers are Klcomplies !Requirement will be met. [FR19]2' iinstalled on all outdoor airElDoes Not intakes and exhausts. EINot Observable 1.4 EINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1), 1'2',1 Medium Impact(Tier 2) T Low Impact(Tier 3) Project Title: Report date: 09/21/18 Data filename: C:\Users\Desktop\Document I s\REScheck\1500 Brecknock Road.rck Page 5 of 9 �Sdction,", ' , I" 'Mans,ver! p Fieldr1f' l'e"& " ` lnsulation�Jfiso�oion Value , a ue" , 7inoil6ni Riii.ici 4, 303.1ElComplies :Requirement will be met. ,All installed'insulation is labeled ' [IN13]2 for the installed R-values El Does Not provided. E]Not Observable "!11-�,'� :JE]Not Applicable 402.1.1, Floor Insulation R-value. R- R- ;,E]Complies ;See the Envelope Assemblies 402.2.6 E]--Wood Does Not table for values. [IN1]1 El wood I T] E] Steel ❑E] Steel :,E]Not Observable :E]Not Applicable 303.2. :Floor insulation installed perA ElComplies Requirement will be met. 402.2.7 :manufacturer's Instructions and E]Does Not [IN2]1 :in substantial contact with the :underside of the subfloor,or floor E]Not Observable :framing cavity insulation is in []Not Applicable :contact with the top side of :sheathing,or continuous linsulation Is Installed on the underside of floor framing and :extends from the bottom to the :top of all perimeter floor framing :members. 402.1.1, :Wall Insulation R-value. If this is a: R- Rm �Tkomplles ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2of the Wood Wood !E]Does Not table for values. 402.2.6 :wall insulation on the wall [IN3]1 El mass E] mass !E]Not Observable ,exterior,the exterior insulation I Steel E] El Steel :E]Not Applicable :requirement applies (FR10). 303.2 :Wall insulation is installed per ':. 0compiles :Requirement will be met. [IN4]1 :manufacturer's instructions. Does Not F-IN ot Observable ONot Applicable Additional Comments/Assumptions: 11 11-11gh Impact(Tier 1), 2 medium Impact(Tier 2) 1:1]Low Impact(Tier�3) Project Title: Report date: 09/21/18 Data filename: C:\Users\Desktop\Documents\REScheck\1500 Brecknock Road.rck Page 6 of 9 'Section '" a'n 'eill ied III i;Verified, 1d'V inalins'0''6'id'ti'd'n,'Provi.'§I'o'ns,- Complies All), v 402.1.1, :Ceiling insulation R-value. R- R- :L]Complies :See the Envelope Assemblies 402.2.1, ib Wood :table for values 402.2.2, E] Wood :E]Does Not Steel 402.2.6 EEEe [Fill' iE]Not Applicable 303.1.1.1, :Ceiling Insulation installed per El Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. Z , E]Does Not [FI 211 :Blown insulation marked every I :300 fl:2. ONot Observable ONot Applicable i 402.2.3 $Vented attics with air permeable OComplies ;Requirement will be met. [F122]2 insulation include baffle adjacent E]Does Not to soffit and eave vents that :extends over insulation. E]Not Observable ONot Applicable 4 402.2.4 �,Attic access hatch and door R- R- ;,E]Complies ;Requirement will be met. [F13]1 :Insulation 2t R-value of the :E]Does Not :adjacent assembly. I 1,E]Not Observable :9 :E]Not Applicable :1 402.4.1.2 :Blower door test @ 50 Pa.<=S ACH 50 ACH 50= iElComplies :Requirement will be met. [F11711 :ach In Climate Zones 1-2,and :E]Does Not <=3 ach In Climate Zones 3-8. UNot Observable E]Not Applicable 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfM/100 UComplies I Requirement will be met. [F14]2 :cfm/100 fl:2 across the system or 2 ft2 :E]Does Not <=3 cfm/100 fl:2 without air i handier@ 25 Pa. For rough-in .[]Not Observable :tests,verification may need to iE]Not Applicable :occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to —cfm/100 cfm/100 :Elcom plies ;Requirement will be met. [F127]1 ;determine air leakage with ft2 fF2 :.ODoes Not :either: Rough-in test:Total Neakage measured with a UNot Observable 1 :pressure differential of 0.1 inch :E]Not Applicable 1w.g.across the system including :the manufacturer's air handier :enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a :pressure differential of 0.1 inch :w.g.across the entire system ;including the manufacturer's air i handler enclosure. 403.3.2.1 :Air handier leakage designated 6:" []Compiles ;Requirement will be met. V12411 :by Manufacturer at<=2%of E]Does Not :design airflow. ONot Observable E]Not Applicable 403.1.1 Programmable thermostats OComplies :Requirement will be met. '[F19]? Installed for control ofprimary E]Does Not heating and cooling systems and initially set by manufacturer to []Not Observable ;;code specifications. E]Not Applicable 403.1.2 . 11-leat pump thermostat installed ElComplies :Exception: Requirement is 0 :not applicable. [FIl ]2 on heat pumps. E]Does Not T 0Not Observable E]Not Applicable 403.5.1 ?,Circulating service hot water Requirement will be met. [F13.1]2 "":,flcomplles :systems have automatic or L]Does Not �,C "'t ,accessible manual controls. % A, E]Not Observable W. E]Not Applicable 11 High Impact(Tier 1) 1,2 Medium Impact(Tier 2) Fi7­, Low impact(Tier 3) Project Title: Report date: 09/21118 Data filename: C:\Users\Desktop\Documents\REScheck\1500 Brecknock Road.rck Page 7 of 9 f 5ectlon t, 2 " s ^p`' er�f d:o' "rif I Tans V led Frei Ve led # Final Ins coon Provisions Co 'plies? Value, Value• rr" Comments/Assumption§>*' Req;ID` „ 403:6.1 " ;All mechanical ventilation system "'° ❑Complies ;Requirement will be met. [FI25]2 `fans not part of tested and listedar' ❑Does Not HVAC equipment meet efficacy and airflow limits. ❑Not Observable ' ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies ;Requirement will be met. [FI26]2 .through one-or two-pipe heating ❑Does Not systems have outdoor setback +s, $control to lower boiler water ;.,w+ ❑Not Observable ; ,,,temperature based on outdoor $ ❑Not Applicable temperature. 403.5.1.1 ?,Heated water circulation systems " ❑Complies :Requirement will be met. [F128]2 " ;have a circulation pump.The ❑Does Not system return pipe is a dedicated " ❑Not Observable ,'return pipe or a cold water supply h El Applicable rpipe.Gravity and thermos- ', ' yphon s circulation systems are not present.Controls for pumps start the pump with signal r' ;for hot water demand within the ,occupancy.Controls `.i" ,d•'., ;automatically turn off the pump ,when water is in circulation loop is at set-point temperature and no demand for hot water exists. ry 4,03:5:1.2 ;Electric heat trace systems r •, , ' ❑Compiles ;Requirement will be met. [FI29]2 ,comply with IEEE 515.1 or UL ❑Does Not - 515.Controls automatically 3 adJust the energy input to the "",' ❑Not Observable ; heat tracing to maintain the ;•rr< ❑Not Applicable desired water `. temperature in the piping c , 403.5.2 .Water distribution systems that „j ar`?;, '`�, " -". [ Complies ;Requirement will be met. ❑Does Not [F130]2 4have recirculation pumps that 5 "a ; ;pump waterfrom a heated water ,••° supply pipe back to the heated �, ❑Not Observable ; water source through a cold c;; xApplicable , ❑Not ;water supply pipe have a demand recirculation water ,system.Pumps have controls ,that manage operation of the ?,pump and limit the temperature M" 4 of the water entering the cold ?' ; ?,water piping to 1049F. 403.5.4 ,Drain water heat recovery units :. ❑Com lies p ;Exception: Requirement is IF131121 'atested in accordance with CSA ;not applicable. ❑ Does Not 4 855.1. Potable water-side >;`, x ""` pressure loss of drain water heat ❑Not Observable ; .recovery units<3 psi for s ❑Not Applicable Individual units connected to one "or two showers. Potable water- .side pressure loss of drain water ' heat recovery units< 2 psi for 'Individual units connected to 'three or more showers. 404.1 ;75%of lamps in permanent ❑Complies ;Requirement will be met. [FI6]1 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ,Does not apply to low-voltage '"°?•. ❑Not Observable lighting. k^" r, •' []Not Applicable 404:1;1: •x;Fuel gas lighting systems have ry ❑ �;,; " � ^; ;"¢ Complies ,Requirement will be met. [Fi23]3 tno continuous pilot light. ❑Does Not []Not Observable ' ;+ ❑Not Applicable , 1 High Impact(Tier 1) 2:Medium Impact(Tier 2) 3•? Low Impact(Tier 3) Project Title: Report date: 09/21/18 Data filename: C:\Users\Desktop\Documents\REScheck\1500 Brecknock Road.rck Page 8 of 9 f } / ecti6m, 777 S on iow"i�i�ions� 04 es Elcompli 401.3' -lCompliance certificate posted. :Requirement will be met. E]Does Not EINot Observable ONot Applicable cturer manuals for Manu a "L ElComplies ;Requirement will be met. ',mechanical and water heating Does No �systems have been provided. El Not Applicable AdditionalComments/Assumptions: ' 11 High Impact(Tier 1) Medium Impact(Tier 2) 1:,,*3 1 Low Impact(Tier 3) Project Title: Report date: 09/21/18 Data filename: C ments\REScheckklSOOBnecknmckRood.rck Page 9mf 9 2015 IECC Energy Efficiency Certificate Insulation Rating Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating LI-Factor SHGC Window 0.35 0.30 Door 0.39 Skylight 0.30 0.30 The Go lden`Moan:Group, LLC 'CoolingHeating& Heating System: )t3 Approved 0 Approved as Corrected Cooling System: Water Heater: ® Rejected ® Revise and Resubmit ® Submit Specified Item Name: Date: This review is only for general conformance Comments With the design concept of the project and general cmmpliance,with the information given in ,the Contract Documents. Corrections:or comments made on the shop drawings during this review do not,relieve Contractor from i compliance with the requirements of the plans and.specifications.Approval'of a specific item shall not include approval'of,an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and cofrelated'af the jobslte: information that pertains solelyto'the fabrication processes onto the Means,"methods, techniques, sequences and procedures,"of construction:coordination of the, Work,of all trades: and for performing all work in a safe and satisfactory manner. date 18-1015 a Frank B Ryan,Jr AIA FOR INTERNAL USC UriLl 191TE PLAN USE DETERMINATION _j initial Determination Data sent: q • t G � l g_ 'Project Name..2f,cc ix i g,La,,a aae�A_, Project Address•, AZOT. CLOIt'a :0�; Ggee nor� • Suffolk County Tax Map No.:40oo= .- i - a zoning Dlstrict-Alp j Regc(p6f�,rr U a►"-k s1��C,W (Note: Copy of BuNdtr{g,Parmit Application and supporting documentslton'a4 to proposed use or uses should be submitted.) Initial Dotsmlinallon as to Whether use is permitted:_u ,&g _ pq4�• lnitial•Delamination as to whether slte pfan is reauired-AAL•T V,- t7 eco (LLQ+ . Signature of BuNding inspector Planning Department(P.O.)Referral: P.D.Dale Received: 41 'r_ �J 18' •Datb of Coinrnent S ULJ (�_ C mments: i Signature of Planninga •ftff Reviewer Final Determination Date; r ' • Decision: ' Q;.nmhirw nr Riiildino Insnantnr i i 8/5/2018 Town of Southold,NY r w • Town of Southold,NY Tuesday,Junes lora Chapter 280. Zoning Article XXIV. Site Plan Approval §280-13o. Approval of site plan required. [Amended 5-i5-1995 by LL No.8-1995 3-9-2oo4 by L.L.No.8.2004;12-14-2oo4 by LL No.25-2004;6-7-2005 by L.L. No.8-2005;4-10-2oi2 by LL No.5-2012] A. After the filing of an application for a building permit,the Building Inspectar shall make a determination,as to whether a site plan or an amendment thereto is required, and this written determination shall be forwarded to the Planning Department for comment. The Planning Department must.,provide written cormrnents on this determination to the Building,inspector-w—ithin five•business days orfbe deemed have VA ved the opportunIV to,comment.After review of comments,or after the time period for commenthas elapsed,the Building inspect r shall issue a final determination to the apell=4 which shall in no event be more than 15 usiness days from the 0121 of the application.Such determination shall also include a written decision as to whether the proposed use is permitted and whether a special exception is required from the Zoning Board of Appeals.No building permit shall be issued for any structure or building for which use a site plan is required pursuant to this chapter until,if required,an approved site plan or approved amendment of any such plan has been secured by the applicant from the Planning Board and presented to the Building Inspector,along with all necessary approvals and permits as may be required by other public agencies. B. No regrading,clearing,tree removal or any other work,except limited clearing needed to undertake survey work or soils Investigations,may take place until the site plan has been approved by the Planning Board or $ the Planning Board authorizes such work in writing. C. No certificate of occupancy shall be issued for any building,structure, premises, lot or use of land covered by this article unless the structure has been completed (whether the structure Is being constructed, renovated,reconstructed,altered,moved or put into use)and the site is developed in accordance with an approved site plan or approved amendment of any such plan. 1 D. Upon request of the owner or his authorized agent for a certificate of occupancy, the Building Inspector shall issue the certificate,provided that said Building Inspector,along with the Planning Board,shall find that such building or structure and site is in conformity with the approved site plan. E. After a certificate of occupancy is issued,there shall be no exterior alterations of a building that expand the footprint or any revisions of the site or changes of use without first obtaining Planning Board approval. F Failure to obtain site plan approval shall be a violation of this article and shall be subject to such penalties as are set forth in§280-155 of this chapter. G. Failure to comply with a term or condition of an approved site plan shall be a violation of this article and shall be subject to such penalties as are set forth In§280-155 of this chapter.The Planning Board shall retain jurisdiction and shall have the right,after a public hearing, to modify,suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions, based upon one of the following grounds: (i) False statements or mistake of material fact: materially false or-inaccurate statements in the application, supporting papers or supporting testimony of a material fact, which fact, had it been h11pslkcode360.com/printISOD4524guid=5163332 112 TC30 TOWN &COUNTRY LUXURY FIREPLACES - �....,,r,,.-,�...�.. ,fEP t '.,e'"",.p t,'' _ V i M"^":`"'"�5•._*', ;° 1 4,. ° JL '1 t,- .kx: t, _ • :;� - - _ ..a�- - -"*cis ,J� F� i F tt i'�v ���(�..,..:..sa<*, -}iso z >^: ' 4 Li p{ r `��J`i-. �� �j1�- � Y,•, it;1•il�'�;a,�9�if •���i �;>P''�..F`'i},��€ }I �s� I�t �:I}a r '`I"(��`�' '�,' s.'� �3�` p p�° PRODUCT FEATURES Intimate a tiy�� Serene L u x u U y •Clean Face with huge ceramic disappearing glass •Flush Hearth for authentic look of a wood burning fire •Create your perfect fire inside the firebox with • • ire Appreciate the beautyof a smalls ace with bold flames Integrated Mi ero•Mesh Safety Screen on full display. •Overhead LED Interior Lighting •Natural gas or propane •Battery back-up to operate during power outages Town&Country's TC30 fireplace is the first design-driven gas fireplace perfectly sized •Versatile Installation up to no feet from an exterior for bedrooms,bathrooms,smaller spaces and home renovation projects.It was built wall with optional power venting to stand tall,to take advantage of the bold Town&Country flames.Our Design-A-Fire •Superior materials and construction •Full integration with Smart Home Control Systems feature and venting options allow you to create the perfect fire for your special place, .Total square inches of viewing area:694.5 •BTU Input NG/LP:35 000 high,27,000 low •Efficiency 34.5%(Based on CPSA P41-15) Please note.Due to elevation and fuel type,flame characteristics may not be exactly as shown, a .q FIREBOX PANEL OPTIONS DIMENSIONS(SERIES D) w d4_16 S_" ME 71 E 16 PARKAVENUE MOUNTVERNON MANHATTAN p MADISON &_�; ® e c ' o O O 'Ll �` _ . -2 BLACK PORCELAIN COPUBEANBROWN COPPER(•-Iw 1.dx) Tn'ANUM(ww1-d.) PMCILA04 BURNEROPTIONS Weight:272.B1bs. C 0 C1 x COUWRYHOME TRANQUILITY HEARTWOOD C14ALET0 6 (mdualgm adr) `o BLACKDIAMOND TUMBLEDGIASS N4COLORS W W WTOW NANDCOUNTRYFIREPLACES.NET 9/23/2018 U379-BXUV.U379-UL Product Spec FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings -ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings -CAN1ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings-CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U379 a June 19, 2018 Bearing Wall Rating—1 HR. Finish Rating—See Item 4. This design was evaluated using a load design method other than the Limit States Design Method (e.g., { Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, i` a load restriction factor shall be used—See Guide BXUV or BXUV7 *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. .. •, �s� de�i,t:fGc''� -s�.l ��� r w.— J�r, r 1111��,cff ` f�l�,�s'�' ����''<-1���1.a' .�•ri /! 'r; 5I' '•/ :/•r /u i•�•.i /."./r..r •. r-J• .fr `'.• ... • rr � / f'r• r/�ir.'''-- 1.Wood Studs—Minimum nominal 2 by 6 in. spaced 16 in. OC max, effectively braced. 1A.Wood Studs—(Item Not Shown- For Use With Items 4D and 4E Only)- Minimum nominal 2 by 6 in. spaced 24 in. OC max, effectively braced. 2. Non-Bearing Wall Partition Intersection—Minimum nominal 2 by 4 in. studs nailed together and fastened to one side of the minimum 2 by 6 in. stud. Intersection between 2 by 4 in. studs to be flush with 2 by 6 in. stud. 2 by 4 in. double stud framed with a second 2 by 6 in. stud. Maximum one non- http://productspec.ul.com/document.php?id=BXUV.U379 1/6 9/23/2018 U379-BXUV.U379-UL Product Spec' bearing intersection per stud cavity. Non-bearing wall partition stud depth shall be at least equal to the depth of the bearing wall. 3. Fasteners—(For non-bearing wall intersection) Nom. 2 by 4 in. studs nailed together with two 3 in. long, 10d nails spaced 16 in. OC vertically. Nom. 2 by 4 in. studs nailed to 2 by 6 in. studs with 3 in. long, 10d nails spaced 16 in. OC vertically. 4. Gypsum Board*—5/8 in. thick paper, glass mat or vinyl surfaced,with beveled, square, or tapered edges, applied either-horizontally or vertically.When used in widths other than 48 in., gypsum panels are to be installed horizontally. Gypsum panels nailed 7 in. OC with 6d nails 1-7/8 in. long, 0.0915 in. shank dia_m and 15/64 in. diam heads.As an alternate to nails, gypsum panels may be fastened to studs with 1-5/8 in. long wallboard screws spaced 8 in. OC max,with last screw 1 in. from edge of board. ACADIA DRYWALL SUPPLIES LTD—Type X(finish rating 22 min.), 5/8 Type X, Moisture Resistant Type X, Gypsum Sheathing Type X, Mold& Mildew Resistant Type X and Mold & Mildew Resistant AR Type X,Type Blueglass Exterior Sheathing AMERICAN GYPSUM CO—Types AGX-1 (finish rating 23 min.), M-Glass (finish rating 23 min.), AGX-11 (finish rating 26 min),AG-C, LightRoc(finish rating 23 min.) BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO—Type D'BX-1 (finish rating 24 min). CGC INC—Type AR(finish rating 24 min),Type C (finish rating 24 min), Type IP-AR(finish rating 24 min), Type IPC-AR(finish rating 24 min),Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min),Type SCX(finish rating 24 min), Type SHX(finish rating 24 min), Type ULX(finish rating 22 min), USGX(Joint tape and compound, Item 5, optional for use with Type USGX),Type WRC (finish rating 24 min),Type WRX(finish rating 24 min). CERTAINTEED GYPSUM INC—Type 1, Type SF3 (finish rating 20 min)or FRPC,Type C,Type X, Type X-2, or Type X-1 (finish rating 26 min);Type EGRG or GlasRoc(finish rating 23 min) CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C—Type LGFC6A(finish rating 34 min), Type LGFC2A,Type LGFC-C/A,Type LGFC-WD. GEORGIA-PACIFIC GYPSUM L L C—Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DGG (finish rating 20 min), Type GPFS1 (finish rating 20 min),Type GPFS2 (finish rating 20 min),Type GPFS6(finish rating 26 min), Type DS, Type DAP,Type DD (finish rating 20 min), Type DA, Type DAPC, LS (finish rating 23 min), Type X,Veneer Plaster Base-Type X,Water Rated-Type X, Sheathing -Type X, Soffit-Type X, GreenGlass Type X, Type LWX,Veneer Plaster Base-Type LWX,Water Rated-Type LWX, Sheathing Type-LWX, Soffit-Type LWX,Type DGLW,Water Rated-Type DGLW, Sheathing Type- DGLW, Soffit- Type DGLW, Type LW2X,Veneer Plaster Base-Type LW2X,Water Rated-'Type LW2X, Sheathing- Type LW2X, Soffit-Type LW2X, Type DGL2W, Water Rated-Type DGL2W, Sheathing-Type DGL2W. NATIONAL GYPSUM CO—Type FSK(finish rating 20 min),Type FSK-G (finish rating 20 min), Type FSW(finish rating 20 min),Type FSW-2 (finish rating 24 min), Type FSW-3 (finish rating 20 min), Type FSW-5 (finish rating 22 min),Type FSW-6 (finish rating 20 min),Type FSW-8, Type FSW-G (finish rating 20 min), Type FSK-C (finish rating 20 min), Type FSW-C (finish rating 20 min), Type FSMR-C, Type FSL(finish rating 24 min). PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Types C, PG-2 (finish rating 20 min), PG-3 (finish rating 20 min),Types PG-3W, PG-5W(finish rating 20 min), Type PG-4(finish rating http://productspec.ul.com/document.php?id=BXUV.U379 2/6 9/23/2018 U379-BXUV.U379-UL Product Spec 20 min),Type PG-6 (finish rating 23 min), Types PG-3WS, PG-5WS (finish rating 20 min),Types PG-5, PG-9 (finish rating 26 min), PG-11, Type PG-C, PGS-WRS. PANEL REY S A—Types GREX, PRX, RHX, MDX, ETX. SIAM GYPSUM INDUSTRY(SARABURI) CO LTD—Type EX-1 (finish rating 26 min) THAI GYPSUM PRODUCTS PCL—Type C or Type X UNITED STATES GYPSUM CO—Type AR(finish rating 24 min),Type C (finish rating 24 min),Type FRX-G (finish rating 29 min), Type IP-AR(finish rating 24 min), Type IPC-AR(finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SCX(finish rating 24 min), Type SHX(finish rating 24 min),Type ULIX(Finish rating 20 min.), Type ULX(finish rating 22 min), USGX(Joint tape and compound, Item 5, optional for use with Type USGX, Type WRX(finish rating 24 min), Type WRC (finish rating 24 min). USG BORAL DRYWALL SFZ LLC—Types C, SCX, USGX(Joint tape and compound, Item 5, optional for use with Type USGX) USG MEXICO S A DE C V—Type AR(finish rating 24 min), Type C (finish rating 24 min),Type WRX (finish rating 24 min),Type WRC (finish rating 24 min),Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX(finish rating 24 min), SCX(finish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min), Type ULX(finish rating 22 min), USGX(Joint tape and compound, Item 5, optional for use with Type USGX). 4A. Gypsum Board*—(As an alternate to Item 4)—5/8 in. thick gypsum panels,with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC,with last screw 1 in.from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. Finished Rating is 24 minutes. CGC INC—Type AR, Type C, Type IP-AR, Type IPC-AR, Type IP-X1, Type IP-X2, Type SCX, Type ULX,Type SHX,Type WRC, Type WRX. UNITED STATES GYPSUM CO—Type AR, Type C,Type FRX-G, Type IP-AR, Type IP-X1, Type IP- X2,Type IPC-AR, Type SCX,Type SHX, Type ULX,Type WRC, Type WRX. USG BORAL DRYWALL SFZ LLC—Types C, SCX USG MEXICO S A DE C V—Type AR, Type C,Type WRX, Type WRC,Type IP-X1, Type IP-X2,Type SHX, Type SCX,Type IP-AR,Type IPC-AR, Type ULX. 4B. Gypsum Board*—(As an alternate to Item 4,4A)—Nom 3/4 in.thick, installed with 1-7/8 in. long nails as described in Item 3 or 1-3/8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. CGC INC—Types AR, IP-AR. http://productspee.ul.com/document.php?id=BXUV.U379 3/6 9/23/2018 U379-BXUV.U379-UL Product Spec UNITED STATES GYPSUM CO—Types AR, IP-AR. USG MEXICO S A DE C V—Types AR, IP-AR. 4C. Gypsum Board*—(As an alternate to Items 4, 4A and 46)-5/8 in. thick, 2 ft wide,tongue and groove edge, applied horizontally to one side of the assembly. Installed with 1-7/8 in. long nails as described in Item 3 or 1-1/4 in. long Type W coarse thread gypsum,panel steel screws as described in Item 3A. Joint covering (Item 2) not required. CGC INC—Type SHX. UNITED STATES GYPSUM CO=Type SHX. USG MEXICO S A DE C V—Type SHX. 4D. Gypsum Board—(As an alternate to Item 4)-5/8 in. thick, 24 to 54 in.wide. Gypsum boards nailed to studs and bearing plates 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. When used in widths other than 48 in., gypsum panels to be installed horizontally. CGC INC—Types AR, IP-AR, IP-X1, SCX, SHX, ULX, WRX. UNITED STATES GYPSUM CO—Type AR, FRX-G, IP-AR, IP-X1, SCX, SHX, ULX or WRX. USG BORAL DRYWALL SFZ LLC—Type SCX USG MEXICO S A DE C V—Type AR, IP-AR, IP-X1, SCX, SHX, ULX, or WRX. 4E. Gypsum Board*—(As an alternate to Item 4)—Nom 3/4 in. thick,4 ft wide, installed as described in Item 4. CGC INC—Types AR, IP-AR. UNITED STATES GYPSUM CO—Types AR, IP-AR. USG MEXICO S A DE C V—Types AR, IP-AR. 4F. Gypsum Board*—(As an alternate to Item 4)—5/8 in.thick gypsum panels,with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC,with last 2 screws 1 and 4 in.from edge of board.When used in widths of other than 48 in., gypsum boards are to be installed horizontally. GEORGIA-PACIFIC GYPSUM L L C—Type DGG, GreenGlass Type X. 4G. Gypsum Board*—(As an alternate to Items 4 through 4F)-5/8 in.thick,4 ft.wide, paper surfaced applied vertically and secured as described in Item 4. http://productspec.ul.comidocument.php?id=BXUV.U379 4/6 9/23/2018 U379-BXUV.U379-UL Product Spec GEORGIA-PACIFIC GYPSUM L L C—Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min.). 4H. Gypsum Board*—(As an alternate to Items 4 through 4G)-5/8 in. thick, 4 ft.wide, paper surfaced, applied vertically and secured as described in Item 4. NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board 41. Gypsum Board*—(As an alternate to Items 4 through 4H)—Nominal 5/8 in. thick, 4 ft wide panels, applied vertically only and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type QuietRock ES. 4J.Wall and Partition Facings and Accessories*—(As an alternate to Items 4 through 41)— Nominal 5/8 in.thick, 4 ft wide panels, applied vertically only and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type QuietRock 527. 4K. Gypsum Board*—(As an alternate to Item 4)—5/8 in. thick gypsum panels,with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in.from the edges of the board.When used in widths other than 48 in., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C—Type LGFC6A(finish rating 21 min),Type LGFC2A,Type LGFC-C/A, Type LGFC-WD,Type LGLLX 4L. Gypsum Board*—(As an alternate to Item 4)—5/8 in.thick gypsum panels,with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC,with last screw 1 in.from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO—Types AGX-1, M-Glass,AG-C, LightRoc. NATIONAL GYPSUM CO—Type FSK, Type FSK-G,Type FSW,Type FSW-3,Type FSW-5, Type FSW-G, Type FSK-C,Type FSW-C,Type FSMR-C,Type FSW-6,Type FSL 5. Joint Compound—(Not Shown)Joints covered with one layer of tape and two coats of joint compound. Fastener heads covered with two coats of joint compound. 6. Batts and Blankets*—(Optional, Not Shown) Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. JOHNS MANVILLE KNAUF INSULATION LLC MANSON INSULATION INC OWENS CORNING ROCK WOOL MANUFACTURING CO—Delta Board. hftp://pmductspec.ul.comidocument php?id=BXUV.U379 5/6 9/23/2018 U379-BXUV.U379-UL Product Spec r� ROCKWOOL—Type SAFB. 6A. Glass Fiber Insulation*—(As an alternate to Item 5)—3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in. face of the studs with staples placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ)Catagories for names of Classified companies. *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-06-19 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and-each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner,without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: V 2018 UL LLC". UL and the UL logo are trademarks of UL LLC,©2018 All Rights Reserved. http,//productspec.ui.comidocument.php?id=BXUV U379 6/6 9/26/2018 U906-BXUV.U906-UL Product Spec - - - -- - - - --- - - - - - - - - - - - FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer Search Parameters Assembly type Protection type Walls and Partitions [Masonry BXUV - Fire Resistance Ratings -ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL'263 Certified for United States # Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings-CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U906 April 09, 2018 }± Bearing Wall Rating—2 HR. Nonbearing Wall Rating—2 HR. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used—See Guide BXUV or BXUV7 *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 3/4 EDO : , 2 Hot;izontot ,Section 1. Concrete Blocks*—Nominal 6 by 8 by 16 in, hollow or solid.Various designs. Classification (2 hr). See Concrete Blocks category for list of eligible manufacturers. ANCHOR CONCRETE PRODUCTS INC GAGNE&SON CONCRETE BLOCK INC GLENWOOD MASONRY PRODUCTS http://productspec.ul.com/document.php?id=BXUV.U906 1/3 9/26/2018 U906-BXUV.U906-UL Product Spec Allowable compressive stress of 57%of max allowable compressive stress in accordance with the empirical design method. OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the empirical design method. 2. Mortar—Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement(proportioned by volume)and not more than 50 percent hydrated lime (by cement volume).Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster—Add 1/2 hr to Classification if used.Attached to concrete blocks(Item 1). 4. Foamed Plastic*—(Optional-Not Shown)— 1-1/2 in. thick max,4 ft wide sheathing attached to concrete blocks(Item 1). ATLAS ROOFING CORP—"EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS&WATERPROOFING INC—Type R2+SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C—"Enverge"m Cl Foil Exterior Wall Insulation"and "EnvergeTm Cl Glass Exterior Wall Insulation" HUNTER PANELS—Types Xci-Class A,Xci 286 RMAX OPERATING L L C—"TSX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3", "Durasheath-3" THE DOW CHEMICAL CO—Types Thermax Sheathing,Thermax Light Duty Insulation,Thermax Heavy Duty Insulation,Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation,Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation,Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP)and TUFF-RTm ci Insulation 4A. Building Units—As an alternate to Item 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom.48 by 48 or 96 in. RMAX OPERATING L L C—"Thermasheath-SI", "ECOBASEci", "ThermaBase-Cl" *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-04-09 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment,system, devices, and materials. http://productspec.ul.com/document.php?id=BXUV U906 2/3 9/26/2018 U906-BXUV.U906-UL Product Spec . • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information,Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner,without any manipulation of the data (or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: V 2018 UL LLC". UL and the UL logo are trademarks of UL LLC©2018 All Rights Reserved. http://productspec.ul.com/document.php?id=BXUV.U906 3/3 9/23/2018 U305-BXUV.U305-UL Product Spec FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings -ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings-CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U305 August 21, 2018 Bearing Wall Rating—1 Hr Finish Rating—See Items 3, 3A, 3D, 3E, 3F, 3G, 3H, 3.1 and 3L. d STC Rating -56 (See Item 9) I� This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used—See Guide BXUV or BXUV7 *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 3 � � 1 3 5 http://productspec.ul.com/document.php?id=BXUV.U305 1/14 9/23/2018 U305-BXUV.U305-UL Product Spec 1.Wood Studs—Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopp+ed. 2. Joints and Nail-Heads—Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used.As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 3. Gypsum Board*—5/8 in. thick paper or vinyl surfaced,with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1- 7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally. For an alternate method of attachment of gypsum panels, refer to Items 6 through 6E, Steel Framing Members*. When Items 6, 66, 6C, 6D, or 6E, Steel Framing Members*, are used, gypsum panels attached to-furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 6A, Steel Framing Members*, is used,two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in. OC.All joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7, resilient channels are used, 5/8 in. thick, 4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in. long, self-drilling, self- tapping Type S or S-12 steel screws spaced 8 in. OC, vertical joints located midway between studs. ACADIA DRYWALL SUPPLIES LTD—Type X(finish rating 22 min), 5/8 Type X, Moisture Resistant Type X, Gypsum Sheathing Type X, Mold &Mildew Resistant Type X and Mold &Mildew Resistant AR Type X, Type Blueglass Exterior Sheathing AMERICAN GYPSUM CO—Types AGX-1(fiinish rating 23 min.), M-Glass (finish rating 23 min.),Type AGX-11 (finish rating 26 min),Type AGX-12 (finish rating 22 min), Type LightRoc(finish rating 23 min.)or-Type AG-C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO—Type DBX-1 (finish rating 24 min) CERTAINTEED GYPSUM INC—Type 1, Type SF3 (finish rating 20 min)or FRPC; Type C. Type X-2, Type X or Type X-1 (finish rating 26 min);Type EGRG or GlasRoc (finish rating 23 min), GlasRoc-2,Type Habito (finish rating 26 min). CGC INC—Type AR(finish rating 24 min),Type C (finish rating 24 min),Type IP-AR (finish rating 24 min), Type IPC-AR(finish rating 24 min), Type IP-X1 (finish rating 24 min),Type IP-X2 (finish rating 24 min), Type SCX(finish rating 24 min), Type SHX (finish rating 24 min), Type ULX(finish rating 22 min),Type WRC (finish rating 24 min),Type WRX(finish rating 24 min) CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C—Type-LGFC6A (finish rating 34 min),Type LGFC2A, Type LGFC-C/A,Type LGFC-WD, Type LGLLX (finish rating 21 min), Type CLLX(finish rating 24 min) http://productspec.ul.comidocument.php?id=BXUV.U305 2/14 9/23/2018 U305-BXUV.U305-UL Product Spec GEORGIA-PACIFIC GYPSUM L L C—Type 5 (finish 'rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min),,Type C (finish rating 26 min), Type DGG (finish rating 20 min),Type GPFS1 (finish rating 20 min), Type GPFS2 (finish rating 20 min),Type GPFS6 (finish rating 26 min),Type DS, Type DAP,Type DD (finish rating 20 min),Type DA, Type DAPC,Type LS (finish rating 23 min), Type X,Veneer Plaster Base-Type X,Water Rated -Type X, Sheathing-Type X, Soffit-Type X,Type LWX (finish rating 22 min),Veneer Plaster Base-Type LWX(finish rating 22 min), Water Rated-Type LWX(finish rating 22 min), Sheathing Type-LWX(finish rating 22 min), Soffit-Type LWX(finish rating 22 min), Type DGLW(finish rating 22 min), Water Rated-Type DGLW(finish rating 22 min), Sheathing Type- DGLW(finish rating 22 min), Soffit-Type DGLW(finish rating 22 min), Type LWX (finish rating 22 min), Type LW2X(finish rating 22 min),Veneer Plaster Base-Type LW2X(finish rating 22 min), Water Rated-Type LW2X(finish rating 22 min), Sheathing -Type LW2X(finish rating 22 min), Soffit-Type LW2X(finish rating 22 min),Type DGL2W(finish rating 22 min), Water Rated-Type DGL2W(finish rating 22 min), Sheathing -Type DGL2W(finish rating 22 min) NATIONAL GYPSUM CO—Type FSK(finish rating 20 min),Type FSK-G (finish rating 20 min), Type FSW(finish rating 20 min), Type FSW-2 (finish rating 24 min), Type FSW-3 (finish rating 20 min), Type FSW-5 (finish rating 22 min), Type FSW-G (finish rating 20 min),Type FSK-C (finish rating 20 min),Type FSW-C (finish rating 20 min),Type FSMR-C, Type FSW-6 (finish rating 20 min),Type FSL (finish rating 24 min), Type FSW-8, Type FSLX(finish rating 21 min). NATIONAL GYPSUM CO—Riyadh, Saudi Arabia—Type FR, or'WR. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Types C, PG-2 (finish rating 20 min), PG-3 (finish rating 20'min),Types PG-3W, PG-5W(finish rating 20 min), Type PG-4(finish rating 20 min),Type PG-6 (finish rating 23 min), Types PG- 3WS, PG-5WS, PGS-WRS (finish rating 20 min),Types PG-5, PG-9 (finish rating 26 min), PG-11 PG-13 (Nails increased to 2 in.), or Type PG-C PANEL REY S A—Type GREX, PRX, PRC, PRC2;Types RHX, MDX, ETX(finish rating 22 min) SIAM GYPSUM INDUSTRY(SARABURI) CO LTD—Type EX-1 (finish rating 26 min) THAI GYPSUM PRODUCTS PCL—Type C,Type X(finish rating 26 min) UNITED STATES GYPSUM CO—Type AR(finish rating 24 min),Type C (finish rating 24 min),Type FRX-G (finish rating 29 min), Type IP-AR(finish rating 24 min), Type IPC-AR(finish rating 24 min),Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX(finish rating 24 min), Type SCX(finish rating 24 min), Type SGX(finish rating 24 min),Type ULX(finish rating 22 min),Type WRX(finish rating 24 min), Type WRC(finish rating 24 min), Type ULIX(finish rating 20 min) USG BORAL DRYWALL SFZ LLC—Type SGX(finish rating 24 min). USG MEXICO S A DE C V—Type AR(finish rating 24 min),Type C (finish rating 24 min),Type WRX(finish rating 24 min), Type WRC (finish rating 24 min),Type IP-X1 h tp://productspec.ul.comidocument.php?id=BXUV.U305 3114 9/23/2018 U305-BXUV.U305-UL Product Spec (finish rating 24 min),Type IP-X2 (finish rating 24 min), Type SHX(finish rating 24 min), SCX(finish rating 24 min), Type IP-AR(finish rating 24 min), Type IPC-AR (finish rating 24 min),Type ULX(finish rating 22 min) 3A. Gypsum Board*—(As an alternate to Item 3)—5/8 in. thick gypsum panels,with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC,with last screw 1 in.from edge of board.When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO—Types AGX-1 (finish rating 25 min.), M-Glass (finish rating 25 min.),AG- C (finish rating 25 min.), LighttRoc(finish rating 25 min.) CERTAINTEED GYPSUM INC—Type C,Type X-2,Type X or Type X-1 (finish rating 26 min) CGC INC—Type AR(finish rating 24 min), Type C (finish rating 24 min), Type IP-AR(finish rating 24 min), Type IPC-AR(finish rating 24 min), Type IP-X1 (finish rating 24 min),Type IP-X2 (finish rating 24 min), Type SCX(finish rating 24 min),Type SHX(finish rating 24 min), Type WRC (finish rating 24 min), Type WRX(finish rating 24 min) NATIONAL GYPSUM CO—Type FSW(finish rating 24 min) UNITED STATES GYPSUM CO—Type AR(finish rating 24 min),Type SCX(finish rating 24 min), Type SGX(finish rating 24 min),Type C (finish rating 24 min), Type WRX(finish rating 24 min), Type WRC (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min),Type SHX(finish rating 24 min), Type FRX-G (finish rating 24 min), Type IP-AR(finish rating 24 min), Type IPC-AR(finish rating 24 min) USG BORAL DRYWALL SFZ LLC—Types C,-SCX, SGX(finish rating 24 min). USG MEXICO S A DE C V—Type AR(finish rating 24 min),Type C (finish rating 24 min), Type WRX (finish rating 24 min),Type WRC (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min),Type SHX(finish rating 24 min),Type SCX,Type IP-AR(finish rating 24 min), Type IPC-AR(finish rating 24 min) 36. Gypsum Board*—(As an alternate to Item 3)—Nom 3/4 in: thick, installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-3/8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. CGC INC—Types AR, IP-AR UNITED STATES GYPSUM CO—Types AR, IP-AR USG MEXICO S A DE C V—Types AR, IP-AR 3C. Gypsum Board*—(As an alternate to Items 3, 3A and 3B)—5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the assembly. Installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-1/4 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. Joint covering (Item 2) not required. http://productspec.ul.com/document.php?id=BXUV.U305 4/14 9/23/2018 U305-BXUV.U305-UL Product Spec CGC INC—Type SHX UNITED STATES GYPSUM CO—Type SHX USG MEXICO S A DE C V—Type SHX 3D. Gypsum Board*—(As an alternate to Items 3, 3A, 313, or 3C—Not Shown)—For Direct Application to Studs Only- Nom 5/8 in.thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8.in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 in.wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in.thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in.thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade"C'. RAY-BAR ENGINEERING CORP—Type RB-LBG (finish rating 24 min) 3E. Gypsum Board*—(As an alternate to Items 3, 3A, 313, 3C, and 3D)—5/8 in. thick gypsum panels,with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC,with last 2 screws 1 and 4 in.from edge of board or nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads.When used in widths of other than 48 in., gypsum boards are to be installed horizontally. GEORGIA-PACIFIC GYPSUM L L C—Type DGG (finish rating 20 min), GreenGlass Type X(finish rating 23 min) 3F. Gypsum Board*—(As an alternate to Items 3, 3A, 313, 3C, 3D, and 3E)—5/8 in. glass-mat faced with square edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC around the perimeter and in the field with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Nails shall be placed 1 inch and 3 inch from horizontal joints and 7 inch OC thereafter. CGC INC—Type USGX(finish rating 22 min) UNITED STATES GYPSUM CO—Type USGX(finish rating 22 min.) USG BORAL DRYWALL SFZ LLC— ,Type USGX(finish rating 22 min.) USG MEXICO S A DE C V—Type USGX(finish rating 22 min.) 3G. Gypsum Board*—(As an alternate to Items 3 through 3F)—5/8 in. thick paper surfaced applied vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. GEORGIA-PACIFIC GYPSUM L L C—Type X ComfortGuard.Sound Deadening Gypsum Board (finish rating 27 min) http://productspec.ul.com/document.php?id=BXUV.U305 5/14 9/23/2018 U305-BXUV.U305-UL Product Spec 3H. Gypsum Board*—(As an alternate to Items 3)—Not to be used with items 6 or 7. 5/8 in.thick paper surfaced applied vertically only. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1- 7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board 31. Gypsum Board*—(As an alternate to Items 3 through 3H, Not Shown)—Nominal 5/8 in. thick,4 ft wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with two layers of joint compound. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type QuietRock ES (finish rating 20 min) 3J. Gypsum Board*—(As an alternate to Item 3)—Not to be used with items 6 or 7. 5/8 in. thick paper surfaced applied vertically or horizontally. Gypsum panels secured per item 3 or 3A. CERTAINTEED GYPSUM INC—Type SilentFX 3K. Gypsum Board*—(As an alternate to Item 3)—5/8 in.thick gypsum panels,with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 8 in. OC with the last screw 1 in.from the edge of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. NATIONAL GYPSUM CO—Type FSK(finish rating 20 min), Type FSK-G (finish rating 20 min), Type FSW(finish rating 20 min), Type FSW-2 (finish rating 24 min),Type FSW-3 (finish rating 20 min),Type FSW-5 (finish rating 22 min), Type FSW-G (finish rating 20 min), Type FSK-C (finish rating 20 min), Type FSW-C (finish rating 20 min),Type FSMR-C, Type FSW-6 (finish rating 20 min), Type FSL (finish rating 24 min). 3L. Gypsum Board*—(As an alternate to Item 3)—For Direct Application to Studs Only—Nom 5/8 in.thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in.wide, max 10 ft long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in, long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 in. thick. compression fitted or adhered over the screw heads. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades"B, C or D". MAYCO INDUSTRIES INC—"X-Ray Shielded Gypsum" 3M. Gypsum Board*—(As an alternate to Items 3)—For Direct Application to Studs Only—For use as the base layer or as the face layer. Nom 5/8 in.thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in.wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan http://productspec.ul.com/document.php?id=BXUV U305 6/14 9/23/2018 U305-BXUV.U305-UL Product Spec head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade"C'. Fasteners for face layer gypsum panels (Items 4,4A or 4B)when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. RADIATION PROTECTION PRODUCTS INC—Type RPP- Lead Lined Drywall 3N. Gypsum Board*—(As an alternate to Item 3)—5/8 in.thick,4 ft.wide, applied horizontally or vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 3 or 3A. CERTAINTEED GYPSUM INC—Easi-Lite Type X(finish rating 24 min), Easi-Lite Type X-2 (finish rating 24 min) 30.Wall and Partition Facings and Accessories*—(As an alternate to Item 3, Not Shown)— Nominal 5/8 in. thick,4 ft wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with two layers of joint compound. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type QuietRock 527 (finish rating 24 min). 3P. Gypsum Board*—(As an alternate to Item 3, Not Shown)—Two layers nom. 5/16 in.thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by wood studs. Horizontal joints on the same side between face and base layers need not be staggered. Base layer gypsum panels fastened to studs with 1-1/4 in. long drywall nails spaced 8 in. OC. Face layer gypsum panels fastened to studs with 1-7/8 in. long drywall nails spaced 8 in. OC starting with a 4"stagger. NATIONAL GYPSUM CO—Type FSW(finish rating 25 min) 3Q. Gypsum Board*—(As an alternate to Item 3)—5/8 in.thick gypsum panels,with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing ' with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in.from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C—Type LGFC6A(finish rating 21 min), Type LGFC2A,Type LGFC-C/A,Type LGFC-WD, Type LGLLX 3R. Gypsum Board*—(As an alternate to Item 3. For use with Item 5H)—Any 5/8 in.thick,-4 ft. wide, Gypsum Board listed in Item 3 above.Applied either horizontally or vertically, and screwed to panels with 1-5/8 in. long Type W coarse thread steel screws at 8 in. OC at perimeter and in the field with the last two screws 4 and 3/4 in.from the edges of the board when applied as the base layer. When used in widths other than 48 in., gypsum panels are to be installed horizontally. 3S. Gypsum Board*—3/4 in. thick paper or vinyl surfaced,with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels secured as described in Item 3 with nail length increased to 2 in. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type PGA3 4. Steel Corner Fasteners—(Optional)-For use at wall comers. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in.wide cleats protruding into the 5/8 in.wide channel,fabricated http://productspec.ul.com/document.php?id=BXUV.U305 7/14 9/23/2018 U305-BXUV.U305-UL Product Spec from 24 gauge galv steel. Fasteners applied only to the end or cut edge (not along tapered edges)of the gypsum board, no greater than 2 in.from comer of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through,tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails. 5. Batts and Blankets*—(Optional—Required when Item 6A is used (RC-1))—Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities.When Item 6A is used, glass fiber or mineral wool insulation shall be friction-fitted to completely fill the stud cavities. CERTAINTEED CORP JOHNS MANVILLE KNAUF INSULATION LLC MANSON INSULATION INC OWENS CORNING HT INC, DIV OF OWENS CORNING—Corning Fiberglas Corp ROCK WOOL MANUFACTURING CO—Delta Board ROCKWOOL—Acoustical Fire Batts THERMAFIBER INC--Type SAFB, SAFB FF 5A. Fiber, Sprayed*—(Not Shown—Not for use with Item 6)—As an alternate to Batts and Blankets (Item 5)—Spray applied cellulose,material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3.Alternate Application Method:The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application instructions supplied with the product. When Item 6B is used, Fiber, Sprayed shall be INS735, INS745, INS765LD or INS770LD. U S GREENFIBER L L C—INS735& INS745 for use with wet or dry application. INS51 OLD, INS515LD, INS541 LD, INS735, INS745, INS765LD, and INS77OLD are to be used for dry application only 5B. Fiber, Sprayed*—(Not Shown-Not for use with Item 6)—As an alternate to Batts and Blankets (Item 5)and Item 5A-Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC—Cellulose Insulation 5C. Batts and Blankets*—Required for use with resilient channels, Item 7, 3 in.thick mineral wool batts,friction-fitted to fill interior of wall. THERMAFIBER INC—Type SAFB, SAFB FF 5D. Glass Fiber Insulation—(As an alternate to Item 5C)—3 in.thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance,friction-fitted to fill the interior of the wall. See Batts and Blankets (BKNV or BZJZ)Categories for names of Classified companies. http://productspec.ul.com/document.php?id=BXUV.U305 8/14 9/23/2018 U305-BXUV.U305-UL Product Spec 5E. Batts and Blankets*—(Required for use with Wall and Partition Facings and Accessories, Item 3D)—Glass fiber insulation, nom 3-1/2 in. thick, min. density of 0.80 pcf,with a flame spread of 25 or less and a smoke developed of 50 or less,friction-fitted to completely fill the stud cavities. See Batts and Blankets Category(BKNV)for names of manufacturers. 5F. Fiber, Sprayed*—(Optional, Not Shown—Not for use with Items 6, 6A, 6B, 6C, or 6D)—As an alternate to Batts and Blankets(Item 5)and Item 5A-Spray applied granulated mineral fiber material. The fiber is applied with adhesive, at a minimum density of 4.0 pcf, to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC—Type Rockwool Premium Plus 5G. Fiber, Sprayed*—(Optional, Not Shown—Not for use with Items 6, 6A, 6B, 6C, or 613).—As an alternate to Batts and Blankets (Item 5)and Item 5A-,Brown Colored Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed stud cavity in accordance with the application instructions supplied with the product.The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP—Celbar-RL 5H. Foamed Plastic*—(Optional -For use with Item 3R)—Spray applied,foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. SES FOAM INC—SES 2 Ib. Spray Foam and Sucraseal 0.5 Ib. Spray Foam. 6. Steel Framing Members*—(Optional, Not Shown)—Furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No. 25 MSG gaiv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in.,deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping#6 framing screws, min. 7/16 in. long at the midpoint of the overlap,with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members*—Used to attach furring channels(Item 6a)to studs. Clips spaced 48 in. OC. RSIC-1 and RSIC-1 (2.75)clips secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. RSIC-V and RSIC-V (2.75)clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in.wide furring channels. RSIC-1 (2.75)and RSIC-V(2.75)clips for use with 2-23/32 in.wide furring channels. PAC INTERNATIONAL L L C—Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75) 6A. Steel Framing Members*—(Optional, Not Shown)—Furring channels and Steel Framing Members on one side of studs as described below: a. Furring Channels—Formed of No. 25 MSG gaiv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 3. http://productspec.ul.com/document.php?id=BXUV.U305 9/14 9/23/2018 U305-BXUV.U305-UL Product Spec b. Steel Framing Members*—Used to attach furring channels (Item 6Aa)to one side of studs only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2- 1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC—Type Isomax 613. Steel Framing Members*—(Optional, Not Shown)—Furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No. 25 MSG gals steel. 2-3/8 in.wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap.As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping#6 framing screws, min. 7/16 in. long at the midpoint of the overlap,with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members*—Used to attach furring channels (Item 613a)to studs. Clips spaced 48 in. OC. Genie clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring,channels are friction fitted into clips. PLITEQ INC—Type Genie Clip 6C. Steel Framing Members*—(Optional, Not Shown)—Furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members*—Used to attach furring channels (Item 6Ca)to studs. Clips spaced 48 in. OC., and secured to studs with No. 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS—RESILMOUNT Sound Isolation Clips-Type A237 or A237R a 6D. Steel Framing Members*—(Optional, Not Shown)—Furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No. 25 MSG gaiv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with a double strand of No. 18 AWG twisted steel wire. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members*—Used to attach furring channels(Item 6Da)to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA—Type SonusClip http://productspec.ul.comidocument.php?id=BXUV.U305 10/14 9/23/2018 U305-BXUV.U305-UL Product Spec 6E. Steel Framing Members*—(Optional, Not Shown)—Resilient channels and Steel Framing Members as described below: a. Resilient Channels—Formed of No. 25 MSG gaiv steel,spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in.from the center of the overlap. Gypsum board attached to resilient channels as described in Item 3. b. Steel Framing Members*—Used to attach resilient channels (Item 6Ea)to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels_are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC -Type RC+Assurance Clip 7. Furring Channel—Optional—Not Shown—For use on one side of the wall - Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC,flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 5C or 5D is required. 8. Caulking and Sealants—(Not Shown, Optional)—A bead of acoustical sealant applied around the partition perimeter for sound control. 9. STC Rating—The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: A. Item 2, above—Nailheads Shall be covered with joint compound. B. Item 2, above—Joints As described, shall be covered with fiber tape and joint compound. C. Item 5, above—Batts and Blankets*The cavities formed by the studs shall be friction fit with R-19 unfaced fiberglass insulation batts measuring 6-1/4 in.thick and 15-1/4 in.wide. D. Item 6, above—Steel Framing Members*Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall assembly. E. Item 8, above—Caulking and Sealants (Not Shown)A bead of acoustical sealant shall be applied around the partition perimeter for sound control. R Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 513)and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10. Wall and Partition Facings and Accessories*—(Optional, Not Shown)—Nominal 1/2 in. thick, 4 ft wide panels,for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations.When the QR-500 or QR-510 panel is installed between the wood framing and the UL Classified gypsum board,the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s)of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type QuietRock QR-500 and QR- 510 11. Cementitious Backer Units*—(Optional Item Not Shown—For Use On Face Of 1 Hr Systems With All Standard Items Required)-7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in.thick, min. 32 in.wide. Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in.for steel framing members, and a minimum of 3/4 in.for wood framing members spaced a max of 8 in. OC. When 4 ft.wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO—Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus http://productspec.ul.com/document.php?id=BXUV.U305 11/14 9/23/2018 U305-BXUV.U305-UL Product Spec 12. Non-Bearing Wall Partition Intersection—(Optional)—Two nominal 2 by 4 in.studs or nominal 2 by 6 in. studs nailed together with two 3 in. long 10d nails spaced a max. 16 in. OC.vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs.The wall partition wood studs are to be framed by with a second 2 by 4 in.wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC.vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 13. Mesh Netting—(Not Shown)—Any thin,woven or non-woven fibrous netting material attached with staples to the outer face of one row of studs to facilitate the installation of the sprayed fiber from the opposite row. 14. Mineral and Fiber Board*—(Optional, Not Shown)—For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with 2 in. long Type W steel screws, spaced 12 in. OC. The required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s)of UL Classified Gypsum Board. HOMASOTE CO—Homasote Type 440-32 14A. Mineral and Fiber Board*—(Optional, Not Shown)—For use with Items 14B-14E)—For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs.Attached to framing with minimum 1-3/8 in. long ring shanked nails or 1-1/4 in. long Type W steel screws, spaced 12 in. OC along board edges and 24 in. OC in field of board along intermediate framing. Not evaluated or intended as a substitute for the required layer(s)of UL Classified Gypsum Board. HOMASOTE CO—Homasote Type 440-32 14B. Glass Fiber Insulation—(For use with Item 14A)—3-1/2 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall. See Batts and Blankets (BKNV or BZJZ)categories for names of Classified companies. 14C. Batts and Blankets*—(As an alternate to Item 14B, For use with Item 14A), 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the 3-1/2 in.face of the studs with staples placed 24 in. OC. THERMAFIBER INC—Type SAFB, SAFB FF 14D.Adhesive—(For use with Item 14A)—Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in.wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 14A). 14E. Gypsum Board*—(For use with Item 14A)—5/8 in.thick,4 ft wide, applied vertically over Mineral and Fiber Board (Item 14A)with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 14A). Secured to outermost studs and bearing plates with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. Finish Rating 30 Min. AMERICAN GYPSUM CO—Type AG-C CERTAINTEED GYPSUM INC—Type FRPC,Type C, Type X-2 http://productspec.ul com/document.php?id=13XUV.U305 12/14 9/23/2018 U305-BXUV U305-UL Product Spec M CGC INC—Types C, IP-X2, IPC-AR CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C—Type LGFC-C/A GEORGIA-PACIFIC GYPSUM L L C—Types 5, DAPC, TG-C NATIONAL GYPSUM CO—Types FSK-C, FSW-C PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type PG-C PANEL REY S A—Type PRC THAI GYPSUM PRODUCTS PCL—Type C UNITED STATES GYPSUM CO—Types C, IP-X2, IPC-AR USG BORAL DRYWALL SFZ LLC—Type C USG MEXICO S A DE C V—Types C, IP-X2, IPC-AR * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-08-21 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner,without any manipulation of the data (or drawings). 2. The http://productspec.ul.com/document.php?id=BXUV.U305 13/14 9/23/2018 U305-BXUV.U305-UL Product Spec statement"Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: V 2018 UL LLC'. UL and the UL logo are trademarks of UL LLC©2018 All Rights Reserved. http://productspee.ul.com/document.php?id=BXUV.U305 14/14 (1)UNAUTHORIZED ALTERATKY4 OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR EREC101 DF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RIN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUIIOS OR SUBSEOUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(OP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, Naw York 116101 � T tel. 631.'72'7.2303 fax. 631.121.0144 1 V admin@youngengineering.com w M O Howard W, Young, Land Surveyor Thomas G. Wolpert, Professional Engineer s Douglas E. Adams, Professional Engineer Robert G. Tost, Architect Robert Stromskl, Architect J �Q O HEALTH DEPARTMENT USE 6,9 °�' � i 68 (O 0) O o ,r r---c / o ^ 0 <za rt mm gL�` 0cc 55' -1 Ia Rn LA- a r a 94 W O 0 IS�ANO SOUND J SON 362 /AFF `� LUm N5545-SS 0 .35'02 1.11"6 214.28' 0 50 rV © a ' U. 49'13"E N6546'13"E 135' \ I 89 d d l S 49-50 163.50' V) N64.30'21"E N5172.29' 154.46' �� _� O 21 td4981 53 163.50' \ \ 88 3 ,+s -A >- e7 rn CU a J N Lo _ ul S 6 \ \ `c POND O �� N 2 67 3$ 619 NE K (o p� ,- W LL �$� / �� 36 37 / co MALLARD LA a N � Oro A J� / / O / ! / Ng312 O �\ 0 C- 5g'18 E 85.49 ^ / 78 0D LA 77 � N485647 < w c)) a ! X P O o (g7 ~ :OD (Z> N5573.20"• / \_ cS 41.44 42 /-- WETLANDS - \ 75 to m Q 2p 74 'j 8 CD 73 g �c , C0 n, tL 2 +� � 3 / FX�Sr/N �p I�_ SCENIC EASEMENT / my o Q / LANE � 0 / )/ \ CoNNecTipNUS� 27 L4 26 29 1 --\ / n k / `o ,y`o ORIOLE LANE `" / ID r"� nw T LINE 0 N HS OJv r, .W �F / i 'fes- i CONVERT E KISTING SCENIC 9 EASEME —— J � o F / UNIT 107 TC A \�� \ — A Be ? 0 �M DUPLEX UN T rn tiry ' O co coMMUN�To/'y o �� �� o r. c) r C4, �� o!) ry��65 s4 kiST/ 17 o moo `� NO Wq�R w 18 19 20 0 ��� m O SERV/CeS O ~ i Co ���' `c? `V O °' OSPREY LANE v� �� 0`1 Moo ^ ENGINEER'S CERTIFICATION 0 14 Z 1 s, KEY MAP _ o �o 6p POND o o 1 5 - r / o•o � (D TA G // WETLANDS o NP s / C o HOWARD W. YOUNG, N.Y.S. L.S. NO. 458615n _ ——— \ \ I 1 SS ��OFF�q ` ✓ moo °� DO �CLAS E wAS 0. 0DAM5T N.Y.S. P.E. NO. 50861? 4 EASEMEN( LINE / s4 NF �� m a �\ PROPOSED A L, Ibo 51 s o LFLOCATION FOR 'S SURVEYORCERTIFICATION 0 (0 �� �Oo DUPLEX UNIT N 0 5ANITARY DESIGN CRITERIA 4 CALCULATIONS M `• S N55.07'50"E 376.40• n I 9 �0 N z I EXI5TIN6 GOTTA&E DESIGN CALCULATION n �I y� s PUBLIC WATER D SINGLE UNIT COTTAGE (2200 5F): I ® 300 GPD = 300 GPD SUPPLY FACILITY ml m1 mF ^ TOTAL PROPOSED FLOW (DENSITY) = 300 GPD 1�J r z •y Ed ^^� l �o HOWARD W. YOUNG, 5. L.5.YO. 458613 0 ml PROPOSED DUPLEX COTTA6E DESIGN CALCULATION SCENIC EASEMENT I 0)o DUPLEX UNIT COTTAGE (1,100 5F): 2 @ 150 GPD = 500 GPD STORMWATER DETENTION O o, POND/WETLAND & 5 876-49,10.W' TOTAL PROPOSED FLOW (DENSITY) = 50'2 GPD GPD f B10FILTRATION SYSTEM o . I PROP05ED DUPLEX 00TTA6E SANITARY SEWER I 1^10 N o PUMP STATION ,,, -P SANITARY SYSTEM PECON I G LANDING AT 5OUTHOLD Q- 1-11' F I m THE PROPOSED RENOVATION OF AN EXISTING 2,200 SF GGTTAGE E , _————_SCENIC EASEMENT LINE —————__ i TO A DUPLEX WITH TWO (2) 1,100 5F UNITS WILL RESULT IN NO at Greenport, Town of Southold N 0 Ss213.37w I INCREASE IN SEWAGE FLOW, AND THEREFORE, WILL HAVE N:� Suffolk Count New York o IMPACT ON THE EXISTING SEWAGE DISPOSAL SYSTEM. y, c wl �, O ?I HEALTH DEPARTMENT 51 TE PLAN N Z I U 10 Y mI — — CD >, a 3 a I County Tax Map District 1000 Section 035 Block OI Lot 25 a aL� o p �I 00 p U z U I Q O La y.f MAP PREPARED DEC. 27, 2018 I I 0- -1 o (D m s Record of Revision s0 it c- o' -� �,, �.,, ° I _� Q O � t: REVISIONS DATE o � r CD r w o N I :3 U) `G o C (/) 3 o co L o S Oe [ S66'36'40'•W 589.52' S65'23'50"W 285.49' S66'01'20"W 634.76' Lij Jf'� IEi; 200 O 100 200 400 600 v Q MAIN ROAD (N.Y.S. RTE. 25) Q SUM.Co.HEALTH SERVICES scale: I" = 200' T orFICE OF WASTEWATER FACT. JoB No. 2015-0055 DWG. 2017_0255_overoll I OF I (__�r. A) - .- P•rl U O O V • T k1. I 11 7777 -1 u C w, � 'z:� r ¢_r,. ,•, r fe. Sheet List- Permit Set o � o � 0 r M�, ,t"`; yin`, �r� a A • - Sheet ou . - r '� �; Sheet Name w I � '": t •, Number cs " Jb E N"W-110�1 h h (3 � � nb ",,,� �, t - A-001.00 Title Sheet ;t �•. ,. 0 ,: ,J''` I 11 r- . , A-002.00 General Conditions U o �. . .t� �,. , , , 1. • • I f A-003.00 Symbols&Legends ­4 , "d , _W - " ; ,�'•.�•a,� "° - .� ," „_e - A-100.01 Site Area Image-True North Proposed � 0 Herrinitage �^ - 1 4 -•�` i . �A I "� A-100.04 Building Site Plan-Project North U a �s # 1 07 ,, r L . , r '" :" t, ' #��; , . . '« '° A-101.02 Foundation Plan-Existing �, ,¢� � ,V77 +',-1 i ,.D "1�l (r � _ , � ffi � 6 ' . " f A-101.03 Foundation Plan-Demolition ` 7 + A SES OF J = ?V r t ,' r *�S- ` -I < = ' 'F �??._ �. CQEI F�.Y 1!'J+TH LL CO�'�Cl7�E$ �,1 � `�, �,,.,,4.'; ,; »�� �' �' "� `� � ��'� h� - 01. Foundation Plan-Proposed ., J A 1 04 °, „�I NEN YORK STATE&TO ",!S OF � � � � � �' u � # � � , �,� w �,. A-102.02 First Floor-Existing w ma;ic(fdt-bThrk7W IA6a k FaDAx.. +rD C' I'llf I, ,�14 ,�:'i A-102.03 First Floor-Demolition - --- r. ; _ t i J, . - ,,,i s3 x ovC , - ----- -- !<.:a1�` EtJ,L ' •, ., i �` - -Proposed ('I �, -r t' TO 4t FPfr FOR THE v.,..r: ! , xfi ` � , 8 • . L �; ,,'`� � A 102 04 First Floor rt^scr ► ►J.t 4,{,...,.,:afo•- : • .a., , '. r_ M'3;,•^;o, :*"t F' >' ", amu. .,..�o. A-1 0207 Marketing I F(�L!Ck"�ifti1G 1,;J, �.JTi�IId5: SAT "..P :, ,. ., .�,*� +C '`,,, . ° G` p + a ' O1h�M1lERSHIPAND USE OFDOCUMENTS I 1 , a _ Et�UInED ^"" to ; . , �'�a Y `*� '�` " • ; ,, ".,. ;Q ,� A-103.01 Reflected Ceiling Plan-Proposed © Copyright 2017 t " ' ! 1. FOUNDATiO,� TbeC R �t,.t�� ,l5 .,bTM 5 v> �. >: . .� � . ; A-104.03 Roof Plan-Proposed B !I J CON'"F TE S % ,` a•. a y FO POURED J ,� . %re< , - F t . FrankB.Ryan,Jr.AIA I . - I Pl_Utv1f3',�G . '�� � � 't �" *'. ' A 201 00 Elevation Images II I i -- - G. ' i 7 M1,.:^' " .+,p { f' a A r it'�'� ] r - I '!, 1, C ! J t" .�. 1' - w ,.. '�"�.,+. .a I.,_a.«Lt+"y�3..��tL lfli;!.Ir ° 9 g I 3 NOSULATIO RAM11 G � _ ,` t *,- A-201.01 Building Elevation North Existing and P L Il a . ° ,r 4 t �'� b? P .-il.. The Golden Mean Group,LLC �' i ' 1 FINAL CO,JSTRUCTION MUST ► .,11 a `.¢ k,,,, -• j .. , ,' y ,�;� iso;r;; ?.;.f,.', �,,rw,+e -14 �,. A-201.02 Building Elevation-South Existing - 1' ' I 4 TE FOR C.O. - ` -' ,, : . � F �Y ",..� ' ' . _ . .` .t, 3 >` + A-201.03 Building Elevation-East Existing The drawings �r - and all the ideas,arrangements,designs,and 1 1 1 ;I BE COMPLETE EET THE a Nnxf ► '` �' A-201.04 Building Elevation West Existing - - II ONSTRUr'T!0 Si!F!_l. !U I ®i :- ,. •= ,. �.• g ALI_ CONSTRUCTION tJ�� _ u -- _t: ` g I 1 - , 0 F NE�`i j f „� , I �, ,: plans indicated thereon or represented thereby I �..5 l - T . - 0 2 2 1 Building Elevation North Proposed C A 0 .0 Bu e rt d 'r - 'Y' e n 'THE f �. DN i ECS..!RE _ ,, c RI JFK til L tJ ,i' . .,;7:}l ra:i,�} ``' 4 ¢. •.k �.;. � .. „ „ are owned and remain the property of I ;I '� ,I r .7i {�,� -'OP' �1,.�E F �+ + � .�� U .1,, , - �. x A-202.02 Building Elevation-South Proposed Frank B. an Jr.AIA Architect i 1 I ` ORK S :lir_. ,f USE IJ U . �`" r, »°, � *** ,� 9 p Ry S `. I �,� �• Ur;i,ON EF1,90 _ _ and no part thereof shad be utilized by any . - _ • '�,`I -Ti; R !OUT �� _t „ /x_'00" . ► 11 ,,.. " A-202.03 Building Elevation East Proposed ' - � ;;:�,_ I s r �x� ^, A-202.04 Building Elevation-West Proposed or entity person firm corporation for any 1 . _ _i_ { i ( ,. ;y. r� � �,, Purpose whatsoever,except with the express �Q I ! ( `' : �, "e1 � , i � #,,. a. . ��+'"•` �r.�.�a` ► .,g "? A-301.02 Building Sections written consent of 1 -; f s ��. 1t� 'r.1'f �%.-RT/ r• a ,�,.i '" -'` t A-301.03 BuildingSections Frank B.Ryan,Jr.AIA I 1 i 1_ -- I `-}__+:....... : �iOt"�r��'7L, .:ror.: '�i Y'�; ,t gr1 F k�'.. e and w1 i i I - ON L� t wV - , �= �,.� �n'4� ';. � *. ., & �, � �� r � A-301.04 Sections 1. 1 . . i I . i '� . "-'" ► r P�'.�i7�i Y • ,I. t - ;, �, .ti,-.../' T`s �. l� ,'. *'- '� i The Golden Mean Group,LLC. S � 1 . , _ - , _� - :..:.. , ''•{j��QT,t=1CAT�OF Ove '�t :7f . - E VJ A-301.05 Sections l-_- -'_--___--' - --_ .... ✓4-•I f I C•...e " 1. i pi.�, °t} , 7{, s yp' •1 �, i _� r ., •.....: ..`rt 'M6 a, .1 ! -� ,p,,gi f _ . \„yY i , , .,� r A• ry'MM..,r, 'p_ I ( r _�:. w,� i r TER PLUMBING /y' "•� " . wa. },t`�` .M i~ ^i Rp *' j' , ,��A pF A-501.01 M.BR#107A-Tray Ceiling 1 ! 4 J.. i.: ��r.DCI� USED 1N WATER PLU . ' *x, V'• � i -, CONSULTANT: 1" a t=,_r ,� �.. t.t `Q � i. :f _ `I: 1 BING WASTE ,. a w "•7-a s"= , ,�,.. , , '" A-501.02 M.BR#107B-Tray Ceiling M •I, Y 9 Y _, � , J i . I I .,. - - - 7 Y SYSTEM CANf�OT ALL PLU : , n D a r - P!_ t EE :z" N L 1- S 7 y �Y LEAD. ATE PiE ING J7 ,�,_ �. u.. A-602 01 Window Schedules&Details �O. _ - - OF OVER r �. : , t,.'$,w`� . i _- EQ 1110 D �, T, -Fc;'r�c R ^# r. - - EXCE �t ti ,, . �. � . g - - - �; . - , _ _ �„ .�: ti A-602.02 Window&Skylight Products ,., n n, I ,. A-605.01 MEP Equipment ";- -!-7 ..+�'1 r:.... --.....:.i: `t '1' r YA" ' -s ^' , ,s r > +.r - ^ a �:" ,rr 'I d �::' - �, , r a r 1 ». 1.1.'�.° � *• A-701.05 Bathroom Products ►. 6 »' .7' ..r' CONSULTANT: T". -- - � : u99D r^"•,+:x'11`,J"` ,N ,,y �.O. .. . -*," '� - �. t " a1 �°• ,, A-901.01 3D Views-Existing - - - - �: RDING REQ ,. "'�. �+ a. .` ;.�. :a .. - _ - TRESS PLACA .t „r��y�►` -,..ti + . +�;r " * : �; r ( A-901.02 3D Views-Proposed ''.� .) �I•R�. . ,i,s.�Y.�4.` '� y roh'4'' , .e .�-1. ,� ;,•i� , .r� r, �` +w�4". � y, _. -.- , •• �' E-1 02.01 First Floor MEP Electrial Layout-Proposed l r } --------------- -- [1�` ��` r- #`. . . . r ^�'': R �,. �` '.x :�" M-102.01 First Floor MEP Plumbing-Proposed - - --- - . . -- Ductwork Proposed NOTES. �J - . . - - - - - _-- TE - y+ I I I .. 1 .. I i I [DOFF _. . _. ...-- -_ . �IAt RrU M 901.01 MEP Ductwork - V 4 - S - - Il I -�_' -__- _- Area _____ __ ____ E,IT °E ` CNAP�ER 2 - Sanitary ' - - - _ is- - - - . , �OAt�T TO _ _ '� ; . ----- } M 901.03 Unit Sanitary 1 t _._. _ 2987F- -__ f H OtiNN CODE,. 4 - - - ; - E _ _- __ -_ -• _ _ QF� E S-102.01 First Floor Framing Plan-Existing 1 � � w - i- i -'` r -i i ' _- ---_- _--_-__-_ - -. - S-102.02 First Floor Framing Plan-Proposed f 1 I -- I I -� -4 - : TJ I - 1, oNd�s� oN"� a S-103.01 Ceiling Framing Plan-Existing _ _ _ ___ _ - --- -- - - �R'0' S-103.02 CeilingFramingPlan-Proposed _ . .y - - _ ' T'� ��dC3 �; tl � l' £�^ �� �"TtLI'. r ,J.-. S-104.01 Roof Framing Plan-Existing 1 I I 11 `I1► ot% { } - a •- : °'mss GENERAL DEMOLITION NOTES: GENERAL CONSTRUCTION NOTES: GENERAL MECHANICAL NOTES: r A � ` .a � GENERAL ELECTRICAL NOTES: a � 1. Refer to and carefully check architectural,electrical,and mechanical w 1. Contractor shall visit the site prior to bidding in order to establish the extent 1.Protect materials both before and after the Work,as required to preventdrawin v 1. Plans and details show the general location and arrangement of electrical and drawings and details,noting locations where walls,partitions,ceilings,and 5 of demolition required and shall bid accordingly. damage from moisture,rain, dirt,cold, sunlight and other harmful influences. lighting components. They are diagrammatic and do not show all conduit other surfaces occur; location of pipe sleeves; locations of pipe shafts;and bodies,connectors,bends,fittings,hangars,and additional pull and junction conflicts of with work of other trades,and arrange work accordingly. Furnish y o 2. Contractor shall coordinate the removal of piping,venting,and drains 2.A portion of the building will be occupied during construction. Do nothing to z� x scheduled to be removed as part of the scope of Work. Contractor shall P g P g g boxes which the Contractor shall provide to complete the Work. all offsets,fittings,valves,drains, etc.required to meet the scope of work X make such use or occupancy inconvenient or difficult. Cooperate with conditions. o coordinate connection of new floor drains to existing piping. Contractor shall Landlord,Tenant and Architect in arranging construction operations to cause 2. All equipment and material shall be labeled and listed,and installed in plug and cap below slab and modify as required above ceiling. least possible trouble to building occupants. accordance with their listing. j 2. Drawings are diagrammatic. Contractor to coordinate actual pipe placements 4 00 with architectural, structural, lighting,plumbing, and mechanical drawings. 3. Contractor is responsible for removing and disposing of all demolition 3. Contractor is responsible for establishing levels,verifying dimensions,and 3. Contractor shall obtain all required permits and shall arrange for all required materials to suitable location as approved by local,state, or federal regulation. j otherwise laying out the work. inspectors in accordance with State and Local governing codes. 3. The term "provide"shall mean to"furnish, install, and connect completely". wm mQi1ci tet lk7h,*7w K,,aiklFar,,w.. 4. Contractor shall notify Architect immediately if hazardous materials are 4.Note that dimensions of existing building show on drawings are approximate. 4. All work shall be done by licensed workmen. 4. Plans and details do not show all interferences and conditions,visible and/or encountered during demolition or construction activities. Contractor shall await Notify Architect of substantial deviations before fabricating work which must hidden,that may exist;thus the Contractor shall is required to inspect and further directions prior to recommencing work. fit existing conditions. Make minor changes as required to fit existing 5. The term "provide"shall mean"to furnish , install,and connect completely". survey the space before performing the Work. OWNERSHIP AND USE OF DOCUMENTS conditions. © Copyright 2017 6. Plans do not show all interferences and conditions,visible and/or hidden, 5. If a manufacturer of equipment requires larger capacity circuitry and/or By 5. Build and install parts of the Work level,plumb, square,and in correct that may exist. Contractor shall inspect or survey the space before performing equipment,the Contractor shall provide such capacity and/orequipment under Frank B.Ryan,Jr.AIA Y P Y P P g P P h' and position unless specifically shown or specified otherwise.No part shall be out of the work. this contract at no additional cost to the Owner. The Golden Mean Group,LLC plumb,level, square,or correct position so much as to impair the proper The drawins functioning of the part of the Work as judged by the Architect. No part shall be 7. Coordinate installation of new work with Owner's existing systems. ! 6. Turn over to the Owner all manufacturer's warranties for equipment and and all the ideas arrangements,designs,and out of plumb, level, square,or correct position so much as to impair the ! materials provided. Provide Owner with a complete set of operations manuals plans indicated thereon or represented thereby aesthetic effect of the part or the Work as judged by the Architect. 8. Provide Owner with all manufacturer's warranties for equipment and ( for each piece of equipment provided. are owned and remain the property of materials provided. ( Frank B.Ryan,Jr.AIA Architect 6. Make joints tight and neat. If such is impossible,apply moldings,sealant,or 7. Where Contractor proposes to use and item of equipment other than that and no part thereof shall be utilized by any specified or detailed on the drawings which requires an redesign of the person, fiats corporation,orentityth for any other joint treatment as directed b the Architect. 9. Provide Owner with complete sets of operations manuals for equipment � p g q y gn .1 Y � purpose whatsoever,except with the express provided. + structure,partitions,foundations,piping,wiring or any other part of the written consent of I mechanical electrical,or architectural layout,all such redesign,and all new Frank B.Ryan,Jr.AIA 7. Provide galvanic insulation between different metals which are not adjacent on thealvanic scale. 10. Electrical equipment and components shall be by General Electric. ! drawings and detailing required therefore,shall be prepared at the Contractor's and g Contractor may substitute equipment of another manufacturer if it is of equal j expense at not additional cost to the Owner and they shall be subject to the The Golden Mean Group,LLC. 8. All fasteners used by all trades on the exterior and where dampness and quality and rating,subject to Owner's and Architect's approval. i review and approval of the Owner's representative. i CONSULTANT: corrosion can reasonably be anticipated shall be corrosion resistant. 11. All enclosures for equipment provided shall be NEMA type 1. 8. Contractor shall coordinate electrical requirements of mechanical equipment. 9. Apply protective finish to parts of the work before concealing parts. For example,paint door tops and bottoms before hanging doors,and paint 12. Feeders,branch,and control wiring shall be run in EMT. Underground 9. All voids between pipe sleeves and pipes shall be filled with an elastomeric corrodible mounting plates before installing parts over them. Coat concealed wiring shall be installed in rigid non metallic conduit. All conductors shall be caulking material with fire rating equal to that of the penetrated surface. No. 12 AWG,TI-IIIN/TTIWN. Conduit size for conductors shall be based on CONSULTANT: wood exposed to dampness with heavy coat of water repellent-toxic fungicide. Chapter 9 of NEC. 10. Contractor shall make adequate provisions for pipe slope and anchorage. Paint other concealed materials and products with same primer and finish specified for exposed surfaces. If concealed materials are fully covered,primer 13. All outlet and switch boxes to be steel with threaded hubs. ; 11. Before selecting material and equipment and proceeding with the Work, alone is sufficient unless specified otherwise. Contractor shall inspect the areas where material and equipment are to be 14. Before selectingmaterial and equipment,and proceeding with the Work installed to insure stability, NOTES: 10. Verify critical dimensions in the field before fabricating items which must P g I ty,and check needed space for placement and inspect areas where material and equipment are to be installed to insure clearances. fit adjoining construction. suitability,and check needed space for placement,clearances,and 1 i interconnections. 12. Before cutting or drilling building materials,Contractor shall inspect and 11. The Project includes work which is affected by existing conditions. layout work to avoid damaging structural elements and building utilities. Existing conditions which may effect the Work may be discovered during the 15. Before cutting or drilling into building components, inspect and layout the progress of the Work. Make adjustments in the Work as required to Work to avoid damaging structural elements and building utilities. i 13. Work shall be done in accordance with: accommodate existing conditions,as directed by the Architect. I A. Current Building Code 16. All work shall be done in accordance with National Electric Code(NEC) B. Current Building Code Supplement 12. The Drawings do not attempt to show every item of existing work to be ANSI/NPPA 70 current edition. C. U.L.and Standards 144,=377,61Q 5187... demolished and every item of repair required to existing surfaces. Perform D.Curre nt Fire and Safety Code work required to remove existing materials which are not to be saved and to 17. Contractor may group home run conductors in a single raceway in E. Current Local Laws and Statutes store existing surfaces to condition equivalent to new as judged by Architect. IfThe accordance with NEC Article 300-17,and Article 310,Note 8 of Notes 310-16 F. Authorities having Jurisdiction AA possible,repairs shall be indistinguishable from adjacent sound surfaces to through 310-19. i G. Owner's Insurance Company GOLDEN ��EI1N remain,notify Architect and proceed according to his instructions. pp 18. All cover plates,switches,and receptacles to be white. GROUP LLC 13. Seal cracks and openings to make exterior skin of building tight to water 14. Contractor shall utilize "Call Before You Dig"prior to commencing any and air entry. If methods of doing so are not specified,notify Architect, as i excavation work. Contractor is responsible for repair and payment for all proceed as directed by him. utilities damaged during construction. 14. Provide adequate blocking,bracing,nailers,fastening,and other supports to 15. Follow manufacturer's recommendations for installation of provided install parts of the Work securely. Installed parts shall be able to withstand equipment. Fbd1hyQ7&&ng 2-1/2 times the maximum anticipated load as estimated by Architect. Blocking, SaCojcFiaming bracing,nailers,fastenings. and other supports shall be of type but not subject to 16. All pipes that penetrate walls,floors, and ceilings shall receive metal deterioration or weakening as the result of the environmental conditions or escutcheons. aging. 17. Coordinate all work with Owner's representative. 15. Perform cutting and patching required for all trades. Workmen who SUPPLEMENTAL CONDITIONS perform cutting and patching shall be skilled in such work. Patch holes where 18. Written requests for planned shutdown or interruption of building services, ducts,conduit,pipes,and other products pass through existing construction. systems,or equipment shall be made 72 hours prior to the start of shutdown 1. Conform work to the Contract Documents which include the Owner/Contractor Agreement,the Drawings,and all Patch holes where ducts conduitpipes, and other products are removed from period. Addenda and Modifications issued by the Architect. P P ' P 1 Mercia Lane, 2nd Floor 2. The General Conditions of the Contract is the American Institute of Architects(AIA),document A201, General existing construction. 19. Provide all cranes,rigging, and staging needed to install equipment Greenwich, CT 06830 rovided. Conditions of the Contract for Construction,'current edition,which is made part of the contract documents as if ! 16. As part of one-year warranty specified in the General Conditions,repair P bound i cracks and other damage which occur as a result of settlement and shrinkage herein and shall be adhered to except as modified below. The Architect will provide a single copy of document during the first year substantial after completion. This requirement does not 20. Provide control wiring for all mechanical system equipment. (203)410 5783 voice upon ( include cracks and other damage which are due to abuse of the Project. request. 21. All hydronic piping 2-1/2"and smaller shall be copper,type"K"or"L". - 17. The General Conditions require that the Work shall be kept clean. In i.siax;,�sa7 171d'�.. 3. G.C.shall furnish information on the Site Supervisor,Fire Guard and provde the Property Manager with all 22. Existing hangers shall not be reused. Provide hangers as required. applicable licenses. i addition to cleaning required by the General Conditions,clean the Work so that, at the time of Substantial Completion,the Work is considered ready for 23. Insulate all existing piping disturbed during construction. gmg@golden-mean.com 4. No substitutions of materials or products will be made without approval of the Architect. Accompany occupancy and use. Such cleaning shall include the following: substitution request with complete technical data and list changes this substitution would cause,including time, 1)Wash glass and glazing plastic,both inside and outside. Remove paper labels 24. Patch all wall and floor penetrations and other building component cost,etc. and coverings;2)Remove dirt, dust,stains,fingerprints,and other soil from P g coat JOB NAME: P penetrations with materials and finishes to match existing. 5. As required by drawings or within specifications,shop drawings,product data,and samples will be submitted in surfaces;3)Clean and polish hardware;4)Vacuum carpets and mats; 5)Clean triplicate for all products and materials prior to fabrication or installation of the work.All work shall be done in site and clean up debris off site which results from construction operations. 25. Submit for review detailed shop drawings for all equipment and material Peeon ie Landing accordance with governing and applicable codes. required to complete the Work. No material or equipment may be delivered to 18. Erect temporary protection as required to protect those portions of the the job site or installed until accepted shop drawings for the particular 6. All work shall be done in accordance with manufacturers written recommendations and recognized acceptable building which are to remain. equipment has been approved by the Owner or authorized representative. 1500 Breaknock Road standards of good practice. 19. Take down store and protect parts of existing building,equipment,and Greenport, NY 11944 7. Provide one(1)year warranty for material and workmanship except where more stringent requirements are 26. Contractor shall obtain and pay for all required permits and arrange for all furnishings which are to be reused or to remain. If the scope of items to be required inspections in accordance with state and local governing codes. asked for. reused or to remain is not clear,request clarification from Architect. q P g g 8. In case of an inconsistency between the drawings and specifications,the better quality or greater quantity of 27. Provide seismic bracing of all piping in accordance with drawings and DATE: 1 t-1 uu l work shall be provided in aeoordance with the architect's interpretation. 20. Protect adjoining structures and adjacent property from damage. Do not current Building Code. SCALE: As Noted interfere with use of those portions of building and site which are in use at time DRAWN BY: FBR of demolition. Maintain safe,free passage to and from portions of building 28. Core drilling of wall and floor penetrations is to be done by the plumbing Project Number. 17-257 which are in use. contractor. For Permit: 09/2612018 21. Prevent movement and settlement of portions of building and site not to be demolished. I�I 22. Repair damage done during demolition. Restore enclosure of portions of i building not to be demolished so as to keep out water,dirt,cold,and other harmful conditions. I µED Aq 23. Demolish only portions of the existing building indicated or specified to be demolished or removed. 24. Remove demolished materials from site. Leave site clean and free of .�► Q� dangerous conditions. Do not burn materials on site. OFTMF`� Sheet No.: A-002.0 DRAWING TITLE: General Conditions BID SET 75 a ! t • - I I aDrawing Abbreviations Materials Legend Architectural Symbols Electrical Legend o 0 A eelr Hazardous Material ELEVATION o'[ a ° f A M I SE ION: � 1.xn,.RIOR iI EVATION: Disclosure A.C.air conditioning MAn.matcrial(s) ! J « i i' •+ Sl'.C170NidT'iTiR � r31I:VATIONiJT1iR 1 ACT acoustical tilt MAX. maximum , SIM-, NIJMBi-R I - SiTiiiTMJMBER ") cl w CONCRis 1711'LASIIiR RUNNING BOND MASONRY ! \ WALL DUPLEX A.D. arca drain M-C.. medicine cabinet ADJ. adjustable MECIi. mcehanic(al) A.F.F. above fmishcd Door WMll. membrane -^- A WALL SWITCH i } ' ' ! - °CIRAMiC7111; STONE',in these documents hall impose liability onRECESSED LIGHT 73AT,. aluminumAG. ggtMiT. metal MFRmanufaaur(a) IN77iRlOR1:i1iVATON: Mi[. manhole nl' An 1- APPROX.approximate -GFI GROUND FAULT OUTLET O the Archilect/Engincer for claims, lawsuits, B _ D I IT ARCAarehitect(raal) MIN. .NIJMBI.R BRICK expenses,or damages arising from,or in any SIIEiTNt1MBiiR - ASiI.asbestos MtR_ mirror ! SIII til'IVIJMIIi:R - MISC.miscellaneous ( -220 220 V.OUTLET EXHAUST FAN W/LiGHT ASPM.asphalt C H manner related to the exposure to,or handling, A.T. asphalt the M.O. masonry opening '3 MULTI-SWITCH manufacture,or disposal or asbestos,asbestos Mm. mount(cd>,(mg) i PLAN/SECTION i _J M`11). HOOK NUMBt R -- - B Mill_ mullion ! RECESSED SPOT LIGHT products,or hazardous waste in any of its various Bllx bade box ! _ ROOM MJMBFdt r� BD.bowd N6 forms,as defined by the Environmental Protection N.north -A ` SWITCHED OUTLET vt�Et fr����► ��� •• WiNiX)W 7YPli hAR7711'IL1, WOOD Bi(X'KMG -❑ liQt1lPMIsM NlJM131R l4ferr C N_LC.not m contract % `_ PHONE WALL OUTLET I Agenc Y_ o SMOKED DETECTOR I Cl-closet NO- number CiJL c ante NOM_ nominal '-_ ROCK FiNiSi[ID WOOD r SIIi.ITI.AYOU'Cn1SIGNA710N OWNERSHIP AND USE OF DOCUMENTS Y , Col.. column N.TS. not to scale —'`- i Vn W NUMBiR i'LEVATION TAG EXIT SIGN CNIR center N.R C.noise redtndlnrl mcfficicnt t , -! /, / - Iia Contractor shall identify and notify the Owner and ( _ �" ' _ °TV TV WALL OUTLET ® Copyright 2017 SIIIiITMIMBER e presence oasbestos or o the Architect of the bestther i CONC. rete �i By j CONN.eomrectirm O GRANtJi.AR MI. E; Pr,YWOOD-LARGE;SCAiX, _ -.___. I t�3 SPEAKER WALL OUTLET Frank B.Ryan,Jr.AIA suspected hazardous materials before initiating the CONS7R_C.onstruC&M OA.overall - - - - . -, ! SPOT Isl,liVA770N i and demolition of same,at which time appropriate ! coN7'.continuous ells. obscure The Golden Mean Group,LLC i CORR.corridor OIC. on centcr(s) IIGI IM IGIIT CONCRim., PLYWOOD-SMAU,SCAiY, i CPT. carpct(al) OD. outside diameter -= - . REVISION The drawings identification and removal of such suspected - COIAJMN GRiT) 9 C.T. ceramic tile OFF. olrwc i and all the ideas,arrangements,designs,and { materials b a licensed and approved contractor I C-11L carter 011. overhead ---�� ( - Y PP _ ( S7RUCIURAi,CONCRITI: I �. MITAL-LARGIi SCALL: plans indicated thereon or represented thereby C7.V_countersink OPNG.opening I shall commerce. Method and costs of removal shallI Opp s;m CIM-R i.iNr's PROPiIZTY TINii are owned and remain the property of — I SURFACE LIGHT Frank B.Ryan,Jr.AIA Architect be approved and paid for directly by the Owner. ° 07- °""Le BRICK MITAI,-SMAI.LSCAiJ: 1313L.double I and no part thereof shall be utilized by any DI'-PT-dcparnnent P ------•••-! 1WSIiNG CONTOIJR TIM-" NEW CONTOIJR LINT: 7 PC SURFACE/PULL CHAiN person, firm,corporation,or entity for any purpose whatsoever,except with the express DET. detail P.C.F.pounds per cubic foot '\ D.F. drinking fountain Pi_ plate CONCRITE Bi.00K SiIEA7I LING J written consent of DIA. diameter P-AM.plastic laminate �, RECESSED LiGHT i Frank B.Ryan,Jr.AIA • DISP. dispenser PIAS_plaster I and Call Before You Dig 131_dead bad PTF' pounds per lineal foot 7711;ON IX)NCRlil7s C- —"" GYP.IIDJF'I ASIliR BD. 7$ RECESSED/JAMB SWITCH ! The Golden Mean Group,LLC. DN.down PLYWD. plywood D.O. door opening POL polished Cn51iWORK DR. door PR. pair I I CI:RAMiCIQUARRY 7711; C" ACOUSTICAL CIM ING 7111: ! �,,,•"° ` �; NORTii DFSiGNA770N EXHAUST LiGHT I CONSULTANT: 1)S-downspout PRM. precast DSP. dry standpipe P.S.F. pounds per square foot Contractor shall utilize the services of DWG.drawing P.S.I. pounds per square inch ____.__- __ EXHAUST FAN BOARDIRiGjj 13wR drawer P.T. point m INSUIXnON _ CARPIir "Call Before You Dig" ; P.T.D.paper toweldispanscr ( I ID.IR. DN_ O �� { R P.'I'. combination paper towel , t • FLOURSCENT LIGHT ! (800)922-4455 r cast dispenser&receptacle f 1.00SI- IIIJBAIT iNSU1,A11ON E MiTA1, GRAPi nC SCALL:MI)S CIIANGF iN i( ATI N CONSULTANT: prior to commencing any excavation work_ i ' ` M. Partition ' s' r t ! TRACK LIGHT expansion joint P.T.R_paper towel receptor EL. cicvaticm P.V.C.polyvinyl chloridc Wall I'ini3ll ! 1 j I:I.i.N.elevator ROOF SIAPI?IM)iCA71ON EMER.emergencyFNCIQ {{ i I'.P. cicchical panel board enclosure QT quarry tic _� _ ___ �.._-... _...._.._.______.. .-_._._ __--__._..._._.._. .__._--.__ _ ._._ ._.._-- --- --_ . -.._--.-..... i.__... -..__ ._ I NOTES: ' EQ_ equal R .__ ..__ ._...._ _... _ _..-.-.__ FQPT.equipment R.risco ! H.W.C.electric water cooler RA. return air HCP. expansion RAD. radius ' EXPO.exposed R.D. mordrain EXSI'.existing RiiF. refemnec ! _ .__...-__-__..._.-.__.___...-__-___.____�._____ _ __ _ ___T__.__.___..__ _,.--__.._..._.__._....._.. ._.- . ._ .__ .. ... _.-_. EXT. exterior Ri IN refrigerator MECHANICAL LEGEND i REINF. ntinforcc(d),(mg) F REQ. required ' r•A.fire alarm RiSIL resilient F.D. floor drain RIM- robe register FN13. foundation RM. room SYMBOL ABBY. DESSC RP`T10N SYMBOL ABBY. DESCRIP`1iON SYMBOL ABBY. �D►ESC iP110N F_13. Dat bar RGTM rcgistcT __. l _ __ _ ___ _ _ •�■nom■ 345��144 H.r rrreextinguishet R.O. tough opening HWS HWS HEATING WATER SUPPLY ��— GV 1 GATE VALVE �.. F.E.C.Drceminguishereabind R_O.W.rightofway I HWR HWR HEATING WATER RETURN �,��� -- BV BALL VALVE ELBOW W/TURNING VANE The F.1 LC rue hose cabins ` - FIN. finish(cd) `, �- s I - CHS ---- CHS CHILLED WATER SUPPLY BLV BALANCING VALVE !� j GOLDEN DEAN HASIL Dashing S_south CHR CHR CHILLED WATER RETURNBFV BUTTERFLY VALVE H7,UOR. fluorescent S.C. solid core H.O.c faeeoremrcrde S.C.D.sea cover ! CS CS CONDENSER WATER SUPPLY { - �_1 !, -T-- i CV CHECK VALVE (NS=NON SLAM) w MD MANUAL DAMPER GROUPLLC F.O-F.faceoffmish MIM). schedule ---CR -- - CR CONDENSER WATER RETURN i PRV PRESSURE REDUCING VALVE P.O.M.fact of masonry S.D. soap dispenser ! ! Vh R � F.O.S. face of skids slier.aedicm RL RL REFRIGERANT LIQUID , -----.:v_; -------- I PV PLUG VALVE,GAS HT. im proor Sil. shelf,shchring HRA. fresh air SDR. shower � --RS ----- RS REFRIGERANT SUCTION I �- ( S STRAINER W/BLOW OFF I MTD MOTORIZED DAMPER F.S. full sin Slrr. shed _HG _-- HG REFRIGERANT HOT GAS 1 U UNiON ;-----_.__ FT. foot SIM. similar iAmfitclknit FiG. footing S.N.D.sanitary napkin dispcns� LPS LPS LOW PRESSURE STEAM CBV CALIBRATED BALANCING VALVE _ � armeng { I FI�RR_furced(mg) S.N.R.sanitary napkin receptacle I _.. _.__ L PRESSURE � - _.____ �-_ __-- j i - LPR LPR OW PR SSU CONDENSATE �� '' : DV DRAiN VALVE W/HOSE FLEXIBLE DUCT cF�amin Fur. future SPEC. specifications)) i g SQ_ PC PC PUMPED CONDENSATE(STEAM) - - �— -- VF VENTURI FLOWMETER G S 4. service sink ----____._. __.---_._.__ �+ ---- i..------ - PT P&T TAP I ' GA.gage,gage s_S. stainless Steel 1 DCW DOMESTIC COLD WATER - FD FiRE DAMPER �- GAIN.galvanized STA. statism i DHW DOMESTIC HOT WATER ! � i SRV SAFETY RELIEF VENT G.B. grab bar SM). standard `: J- til^ glass,glazing S77_ steel HWC HOT WATER CIRCULATION ` ' SD SMOKE DAMPER GND, ground MR. storage i1 S i I als grade,grading s7w- atrudural -- F - --- ! F FiRE PROTECTION LiNE i MAV MANUAL AiR VENT i — SUSP. suspended _._._. �._i_--- i '-`i I 1 GYP. gypsum __--- G -- G NATURAL GAS AV AUTOMATIC AIR VENT (' ' FIRE DAMPER EXISTING 7 P� eCCla Lane 2nd Floor ! i SYM. symmctry(rcan i _ 1 ( ) Ii W W SANITARY WASTE CP CAPPED PIPE GCeenlll/ICI1, CT 06830 lLB_hose b'bb T i n_C, honowcore T.head - A — - A COMPRESSED AiR y PA PIPE ANCHOR t FC FLEX DUCT CONNECTOR IIDIID.hardboard T.B. towel bat ST STSTORM DRAiN -- 1 PG PIPE GUiDE j ItDWD.hardwood T.O.C.topofconenctc ! I nDWH:.bardware nil telephone V I V VENT i : : FC FLEXIBLE CONNECTION tic UNDERCUT DOOR liar. height TEMP_tempt ea --- - �- ` (203)410-5783 voice iI.M. holbwmetal TIiR. terrane — D -- D INDIRECT DRAiN LINE irz"� (CUT SIZE INDICATED) I i10RIZ horizontal T&G. tongue and pow --- _._. LIR hour n►K ek(' S) MA MA MEDiCAL AIR TM THERMOMETER IN WELL ( 1� ! SUPPLY DUCT UP 1.&803 TI-i-X3 . 117G. heating Ti T.PTN. toilet partition4 iLVA.C.heating/ventilating/ T.O.P. toporpavemant --VAC— VAC VACUUM aireonditicmmg T.P.D.t°,etpa,rcrdiV. e,,,er N - Ni NITROGEN - PG PRESSURE GAUGE W/COCK i TV. television 0 0 OXYGEN ----?I ----- SW SENSOR WELL j SUPPLY DUCT DOWN gmg@golden-mean.com T.O.W.top of wan { ! _ 1.D.inside diameter rm. typical NO---- ! NO NiTROUS OXIDE 2WV TWO WAY ATC VALVE INCL. °"'uaaa)'(mg) SA SUPPLY AiR --..1 3WV THREE WAY ATC VALVE E t RETURN DUCT UP i 7 -`� .�1__.__._.. INSUL.insulmc(fi.Con) Il I - t.%'., --; I ! JOB NAME: INT. interior UNi1N.unfinished RA RETURN AIR ;' ! INV. invert U_O.N.unless otherwise noted I UR. urinal OA OUTSIDE AiR RETURN DUCT DOWN Peconic Landing JAN.janitor v I EXH EXHAUST AiR - �i�,- SV SOLENOID VALVE NC NORMALLY CLOSED J DN _ -�~ ° i rr.joint VA.T.vinyl asbestos tilt i PIPE UP/PIPE DOWN ( _� ! SLOPE DUCT DOWN V.B. vapor harrier K VERT.vertical I NO NORMALLY OPEN 1500 Breakneck Road ' ! in ^T SLOPE DUCT UP Green ort, NY 11944 KR'.kitchen VEST.vestibule i . s � n K.O. k,xxkout j NIC NOT IN CONTRACT - j :� - - PUMP _ ._._ h' w Wwest MC MECHANICAL CONTRACTOR L W,. with EC I ELECTRICAL CONTRACTOR --------- ---' WCO WALL CLEANOUT r *- i '-, CEILING RETURN PANEL WI iAB.laboratory W.C. water "sd A aJ; DEVICE SYMBOL LAM. laminatc(d) NM- woos FAC FACILITY AUTOMATION CONTR. r FCO FLOOR CLEANOUT DATE: -1uu i IAV. lavatory W/0_ without TC TEMPERATURE CONTROLS HB HOSE BiB I.KR. locker WSClJ rtr j __ _. _ NK Y- N NEW EQUIPMENT RD ROOF DRAiN NK _ SCALE: As Noted •- B CEILING DIFFUSER/REGISTER f DRAWN BY: FBR Project Number. 17-257 L.L. live krad WT. weightFor Permit: 09126!2018 E EXISTING EQUIPMENT I.�' FLD FLOOR DRAiN slit" LT, light wWM_welded wire mesh T T THERMOSTAT L7wr. sghtwcight iNV INVERT ELEVATION FLS FLOOR SiNK X AFF ABOVE FINISHED FLOOR ,, yard ' iJ PENDANT SPRINKLER HEAD __-._ _.,,_-- DUCT SiZE INDICATING SHEET TS TEMPERATURE SENSOR C, UPRIGHT SPRINKLER HEAD 18/12 METAL DIMS. FIRST N0.IS r EXISTING SPRINKLER HEAD --- _-, __.__._.___ SiZE OF SURFACE SHOWN J' CON CONNECTION TO EXISTING -- EDARc 00. >A+ Sheet No.: A-003.0 O DRAWING TITLE: Symbols & Legends BID SET 75 �N C �C y 4 �. O A a O z O I= 66 .n ;;0 ---------- rn C� k Area Schedule (Rentable) —A-004.01 4 Number Name Area 7d a r #107A ' a 1444 SF 1 #107A 1444 SF a� _ o ----- -T- ------ 2 #107B 1426 SF DN —_Let■—7_hettil��%dFagcwr... _ -• �' '" -'A OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2017 By _:t<--- Frank B.Ryan,Jr.AIA Q --- �- - ' f - ! ✓YY: I • and The Golden Mean Group,LLC ! -- -- = The d swings and all the ideas,arrangements,designs,and 0.. plans indicated thereon or represented thereby ' `�`" �`: are owned and remain the property of ( ! "` . .;{ Frank B. an,Jr.AIA Architect and no part thereof shall be utilized by any ! 1 - - ---- h the or any purposewf tsoevero,e exceptrabon,or ty fexp ss written consent of Frank B.Ryan,Jr.AIA and t I Mean i - --------------------- The Golden Group,LLC. - — —48 - ! 1 •f{ .�.. — — — _ - _ -_ - -- __ - —___ _ �._.._... N_—. j — CONSULTANT ��� 1426 SF_ CONSULTANT: i .� - [;t7 - - - — --- T ' k;f.a T _ i0. 10r - -- j NOTES: L 40 10 i; i' j 1 � � ��-•__..)r, ! ,ire ; .^SS `�. ted Oa• i; Level 1 ` °' , ��✓ ' . ;;r The /8° = 1'-0" . .j _.�. GOLDEN MEAN - e .. GROUP LLC j �y FbdIifyararng r � � &0VCl�JW g 'ate .°-� •�, ` :• '._z �' . . ,�� / 1 Mercia Lane, 2nd Floor • `"` "'y `nes =� - °''- i. s , Greenwich, CT 06830 �,, !' :."a.� - # _ ..__.,. _`".yam=-'.•:,'1" --'tu �. ,, �+ • .. ` ' ,LL;� ,'w,y y ?j,: �• ' (203)410-5783 voice x.4s,•. 1.618M 19W4989V4aD15%8343656361 f7l=.. 1" i♦ s � ' Sr_ ' ) ♦ r ' !� ! J> `�`k � �'•-of -" ! i 5 'E�� l {� 4 �F f gmg@goiden-mean.com Q�v 4. . ,t,„ JOB NAME: ��� '-may II ♦ ♦„ ♦♦�r.'� ,r 2.r _ p:„;: - ' t P N':+ ,', '.' . , r Peconic Landing •�•�.�. , _. �' � [� ,P�.:<:,�.;, q°��. ::.�.; ��=-�„ : 1500 Brecknock Road E, Greenport, NY 11944 DATE: 1 r-1UU1 SCALE: As Noted PRAWN Broject mber. 1BR257 ., For Permit: 09126/2018 � aEo Ac Sheeto DRAWING TITLE: Site Area Image —True n Site Image — True North Proposed North Proposed U 1/16" = 1�-0" BID SET Planting Schedule —A-104.01 0 o Type Mark Family and Type Count �pp O n C O �U.2 « Lavender-2: Lavender-2 128 H 6 V cs wkZ Shrub - ? Shrub-2 129 -� a o yJ V a Shrub - 3: Shrub-3 19 r =majktLd Lb7tirk7W mafrdrbvtfr". Weeping Cherry: Weeping Cherry 1 Small i OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2017 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC �. The drawings and all the ideas,arrangements,designs,and ....... plans indicated thereon or represented thereby are owned and remain the property of i' :: .::.::::..... .:. �! r�� �.,` �� Frank B.Ryan,Jr.AIA Architect ' / �\ and no part thereof shall be utilzed by any —n i' / "<,• person, firm,corporation,or entity for any ;..•...�"... :....•. . ............. �" I."" •" .•..� � / \` � / \ I ,��,' _ N � purpose whatsoever,expt with express written consent o Frank B.Ryan,Jr.AIA :.� I 1 and The Golden Mean Group,LLC. I d Jts•.���` 'y �� i r-- J.—. t I CONSULTANT: X 'fl'`�r I Ij ,4`rt ''*t' CONSULTANT: i i NOTES: Q -4,5589,144, 37 610 967.. 4rj t., i i j The I I ;� E = _ GOLDEN r��EAN GROUPLLC Fc7CJk)!fy0j13(&iX„] Rmf4cRming der _AN. �., f ��'� •yam, t _��,� � —��` , , _ : 4 i '.•,,'.rs�ti.n��„-.��f”4:it�+,w.-rS�:FL,'�<.-s:«*`<�;.�Y¢-'-r,-.St�`1,wt,.s<:.."f,}-{re''.,.i•r�. v-te`J2't`"r✓G�c'f�s�y;i1-',Y�t'`+-2wy�t�.7.ti,t,-,�i,j-a./.�,:�1:+�,:'���_ 1I i '-� "reY. pa a r"-�, `Sm�-�.�i.t�4�>r•�t:_ti.��;.:,�i�.t L�- � ��`��_r�f t'i✓'�P;.'�{;'�,-�`!�`% I,iIJ^�,_r,d+�4.5�.,�i.:'.S..c-..,.�.�.S--'..t.`�Y'Smo•.�i,}+".``'.'.id �N'`�"JVr+._�rt�{..-.L.?>1�'••o-��e.,.`�r'��z}C/,moi:<"r:.1f•`'rJ!s=�.A'X`.„t;i �.�?t�'-r.;"'',`�n•``,�`' <•k•'�jn��lt^Pi�: �-'_L ��'.,�v''r.,-e�y.,.�'S�i•rcvs.+�}�i x�. Ilk" �Y; � �� • 1 Mercia Lane, 2nd Floor : '6-,., f.:rr-. l i'T� d rC"•..'�' �+• i r,:F.T""' �.�r ' ��AA,, j '.� ,.�_��,, �,!'F -",'K �. � _ .-t"'"r,f f ,��" • n�•tS'k f{�� •.,.� .;y,-. ., .l r"�?-n...)�.t M��..,•.'-?��- I <",r.+•o 4.1•, ,yf,F.",�"�:=�`r. �r �'Z`�t� :.:4�. a �4 r,}* �.�.J.�:.r.-j!{;k<, n4 t.• �},c -.�..- sn T, r . - �1� ,,. � •� .- ,. _ �_ ,K..., .. �; . Greenwich, CT 06830 .t Ac. � � �' �\r. �t r �'1 I , "Y 1'1 j'v..c"r � :r.. �'- r�, }� -' '-t: ')T .:1 �:l y:U. �!�_ ,�.•.,.. �4%±it-t...;y .'rI"yy"l,,t'^'' + ,�, / .}1-. 1`-._.tr3 }' � 3'=`x `,'�-'!}'.yr,•�'x":�''` ��`�' ''`: yyY,.y�ry' l �.'. � _J t- "�e <- t: �h�-.^,i #- �n.^' ''".+. f�:�.µ,� %✓+^,r���,y;�,�``.. I � �� ,x t-n.� b,a« �Y� .`�?�.'.�;i; �• '1't �� 'X%�T•��(�'�, k'�,". - .�<+,'f � �_, .:f-..�*..'^-`„�•-�:��e~ W�+y.)-.. , `s3'sy;. } : r``C.:� 1 -� titi. •"k \ R � s ,,A•� -� YV•..•�-y`,\_i.' <%�� ')C`. �`' ear , `; `:'l+-._'Y=•r I �”` I` ► :.. "•; --•:,`• S `�si R ;-%6..,; ',�; _". P.I• +w `d '�? N >L ,�: - �:.. /Z._.. ' x`y: ! r ' ,�f, � X19 7 �^ G ," \ •x.ti a+"; �'• .•F. j'�, .''5,. R '. " ,Y< �'`•„ � -;; ?• (203)410-5783 voice ' I }`r_c r-r_t�ITL_,3d�:�-r-r-T�-►>rTr�_�:r_c- -171-.__ r..a�_. �`%'. .'. _,--- •. •��'�> ;f���..�y�y�!t��F�. Planting —A-607.01 :� ':�I.;Y�:7�,- t{ ,•�-°. � � b:�:.:\ _ �:: �;�=�c� r. ( "�.r�4.c� y�.,:j,1 •,:.,P'�,-c £-r:,;. �4f�. �. �•" �. t616t��7 177Xl3rJ9.. 71 i '''J.'''°1'd 6-r..Z��c•`�'.,.''',Y \1:...t?"'•.,.q ,� %' yi T,''.t't.. m 7' g g@golden mean.com { _ < '? JOB NAME: - i Peconic Landing _� 1500 Breaknock Road Greenport, NY 11944 DATE: 1i-1uu1 SCALE: As Noted DRAWN BY: FBR I ; Project Number. 17-257 For Permit: 0912612018 I i } i l 10 AR d�g� C,S,�� 1 Site — Project North Proposed 1 p 1/8" = 1'-0" 416 Sheet No.: A-1 00.0 DRAWING TITLE: Building Site Plan — Project North BID SET �o U � G U �r pn Q tli V . O F 0 t7 A C14 w E N � � � _ n v o � G � a A B C D E F G law Im atq Let u mrk ltd maiid I I OWNERSHIP AND USE OF DOCUMENTS © Copyright 2017 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC I I I I I The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any i purpose whatsoever,except with the express written consent of I Frank B.Ryan,Jr.AIA and i The Golden Mean Group,LLC. I I I I t CONSULTANT: I I I ' I I I I CONSULTANT: I I I I I E3-- NOTES: 4 — — — - I I I I i I I I l I I I ; Q 1,1,Z$$$1$21,34,5489,144,23$371,61Q W.. The GOLDEN MEAN GROUPLLC 3 — — — ---I I Ardrf�dtrral D� L-t-J - FWH4/ 11g CIAaY1 ng I I I I I I i I I 1 f0ercia Lane, 2nd Floor Greenwich, CT 06830 I I r— (203)410-5783 voice I61&at 7 177eMi (:2 — — — — — — — — — — — — — I — — — — — — — gm n mean.com C� I_' JOB NAME: Peconic Landing 1500 Breaknock Road Greenport, NY 11944 DATE: 1I-1ou1 1 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 For Permit: 0912612018 I I ► T 1 I Eo ARCy�� I , OF MFS 1 1f Sheet No.: A-101 .0 2 DRAWING TITLE: Footing Plan — Existing 1/4" = 1'-0" Foundation Plan — 1 Existing BID SET dJ N YY O O q V � -i W o " G a S~ 'e (U a A B C D E F G °' a I 10'-0" 10'-0" 9'-0 1/2" OWNERSHIP AND USE OF DOCUI LENTS ® Copyright 2017 By Frank B.Ryan,Jr.AIA I I I I Iand The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and j plans indicated thereon or represented thereby -- --------------------------=---------------- 3 are owned and remain the property of I I I Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express I written consent of Frank B.Ryan,Jr.AIA I and The Golden Mean Group,LLC. j CONSULTANT: Zo I I I I I I CONSULTANT: NOTES: — — IA — — — — __ - — — — — — N I I I I I i i I I I I l f 1I I I I I i s Q 1,1,2��$1 ,3455ffl,144, 37,=-E67- The 14 � The ! GOLDEN MEAN GROUPLLC - - —En — — I I --- - - --- IRMWCRarring r 1 I I j 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 I I { (203)410-5783 voice r-- ---- 1.617 1772M.. — u — — �_ gmg@golden-mean.com N j JOB NAME: { Peconic Landing 1500 Breaknock Road I I Vent.ton Port. Greenport, NY 11944 i i I I I DATE: /-I U01 SCALE: As Noted n ' DRAWN BY: FBR 'I Project Number. 17-257 — For Permit: 0912612018 , I F �- - � . I — — — _ PROTECT EXISTING I - - _ MATURE TREE AT THIS H LOCATION.00I s.RrpC'y�� wa � to Relocate Electrical Meter. Relocate Data 10'-0" 10'-0" 032M OFY 1- 3 Remove Areaway. Relocate Gas Meter. Sheet No.: A-101 .0 Remove Access Panel. Remove Dryer Vent. Footing Plan — Demolition DRAWING TITLE: — 1-011 Remove AC Condensor. n 1/411 - 1 -0 Foundation Plan — Demolition BID SET E C,oh U '88p O A B C D E F G C «Ua v c3 w k � c5 a I I ,� 10'-0" 10'-0" 9'-01/2" I ' 6'-5 1/2" w I I I I I I o Wen vba►/c(Ld Lt7hrk7trat tba ldr�--, r -- --- -------------- �` OWNERSHIP AND USE OF DOCUMENTS i © Copyright 2017 By 1 Frank B.Ryan,Jr.AIA Adjust Grade within 5' and I I of Building to Drain The Golden Mean Group,LLC Away from Foundation. LO I I I I The drawings N - - Z-) and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank .Ryan,Jr.AIA Architect and o part Bthereof shall be utilized by any I I I person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and I The Golden Mean G roup,LLC — CONSULTANT: c i 2'-8 3/4" 1. 4'-5 3/4" I L- Planter Area - �` O- CONSULTANT: Allows for Apt. Unit. _ Cleanouts. ) i NOTES: 00 i r- I . i I I I I Q 1,1,23501321,34,5489,144 W,61Q 967- House Sewer - (VIF)• Thei- r-- -- --- GOLDEN MEAN - - RO U P u.c 10 -- ---- - 1'-0' 0 3'-5 3/8„ Arthral M I I I M 1aa1>ry0=&ng I Existing c A(aWng Internal j Piers(Typ.) 5'-01/2" 4'-0" 4'-10 3/8" i 2 — — — — — — — — — — — — - — = — -1� _ _ _ _ — _ __ _ 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 r (203)410-5783 voice 1.617 1n2"... I I gmg@golden-mean.com JOB NAME: Peconic Landing �-2Align _—__----------- ------ ----- -- , --- ---- - --_ �. ---- -- --- --- 1500 Breaknock Road Greenport, NY 11944 AlignI I ---------------- -------- - — - f ( DATE: 1 Provide CUtI j cfl I SCALE: AssRNoted For Garage Door '� 1 DRAWN BY: Coordnate New Foundation, Access. ' Relocated H1 J K' Project Number. 17-257 Footing,and Garden Wall I (New) Construction with Proposed Access Panel. For Permit: 0912612018 Concrete Slabs, Pads, and Footings. I i io 12'-5 3/8" ; 4'-91/2" ' 26'-7" arI / 17'-1 1/2" µED Ape n Footing Plan — Proposed fi , U 1/411 = 1'-0" ' I I ' A-101 .04' II _/ Sheet No.: DRAWING TITLE: I — Foundation Plan — Proposed BID SET U M O O u a gu O G O it O�Ua U c3 w v o 'p darn m asA l Let U Thr*7w m Qi/dFo a cr.. OWNERSHIP AND USE OF DOCUMENTS � `�:-.• . .. ��- ® CaPYd9ht 2017 ' E-03 O E-05 E-06 E-07 �Y X, B � � w •• •' ', • ~• r—_._._ -- —._.._.-.., ....-- - -- _ _...._._ —— - . ---- -- =- —- - — - Frank B. an,Jr.AIA and i Q! The Golden Mean Group,LLC The drawings �4$+ and all the ideas,arrangements,designs,and N O plans indicated thereon or represented thereby are owned and remain theroPertY of P Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any r f person, firm,corporation,or entity for any ti E 09 _ purpose whatsoever,except with the express " r written consent of Frank B.Ryan,Jr.AIA t8wy Fo ;r Z-) and The Golden Mean Group,LLC. m j O t CONSULTANT: E-10 CONSULTANT: -� 00 i M NOTES. E 07 E-05 4d+, ��-�j,.-c..%'1.,�-•l'}rr'Y:r J�'i � --J-'-' j I j I I REF. '� `�-,rte--� •r, _'. ._: _+_ 1-; � A{Ysr �,i1+�Y.,3•�`� 1. � ._.�.-_ ._1 _...3 _ _._-I L00 �.s•..�` .ire ,�, o {� 1 CO Q 1,1,2$$$1$2134Ya�144 2?$377 610 33I.. Llw4a rY?5i':.:}v'si i E-20 The 1 . ,.r GOLDEN MEAN GROUPuc VV D l1' _ Fidl (brn&ng 00 'A CRaWng 11 1 , E-71 E-23 E-24 BID - i 1 Mercia Lane 2nd Floor E-14 E"18 Greenwich, CT 06830 E-14 (203)410-5783 voice r I, 1.617 177 .. gm9@golden-mean.com • r � O,I JOB NAME: Peconic Landing 1500 Breaknock Road E-16 t E-21 Greenport, NY 11944 .•t DATE: 1/-11JU1 r SCALE: As Noted Number 16R257 DRAWN BY: Project For Permit: 09126/2018 ILI . r-''( r�ir�"�Fi���t!� .Z r � 1 � `�'v`--�,..�yti��'T-.T�,r� _ -. �.-"���� 1�--�•�� � • 5. ' >' • C Level 1 XI- Existin r: `S ,�.;J h•, ,_ �,_: i=, / �` :i q t� -r "/-�'_. i '* Vii: a` �., :j. -{'� i T- O �•�� ..7..1.� i � ����.' ` �''�•{.=f 1.�`!-i • _� _:/J-. ;_f r',.."�--�-1'<*:�lr•'(',f:,y�� .y�}.-:- s � `. Sheet Q nE GT I ! +. �%` 3r ',' .:��:` (` r'" ,. '•C, 1: �. ',.r :{ { ;~ '�' �;4 �- O� DRAWING TITLE: First Floor-- Existing BID SET oos O o' �u� u G V C C; Retain Tree In Place. a Protect As Neessary. o ( v r�,maAJ Ld(.l;,Brit 7W MaildFae vr:.. OWNERSHIP AND USE OF DOCUMENTS E-03 E 04 E-05 E-06 E-07 © Copyright 2017 /_ — — -- - - - - - - - - - - _- - By Frank B.Ryan,Jr.AIA f and k I ( I The Golden Mean Group,LLC The drawings E-02 .i ;. I I and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby s I I 1 are owned and remain the property of Frank B.Ryan,Jr.AIA Architect i• . I and no part thereof shall be utilized by any 1 O, person, firm,corporation,or entity for any I I ( �_� I purpose whatsoever,except with the express j written consent of R Splice @Carrying Frank B. an,Jr.AIA I I I y ` Beams Above. III, and Provide su rt. ( I 1 The Golden Mean Group,LLC. !4 Q I CONSULTANT: CONSULTANT I I f — — — — � E-07 _ J E-05 � !`� t�— ..�_L. :. . . .—.. ` s . / I I �' °, • — — — — — — — NOTES. ------ ------- -- REF. I 1 a O• ��• E-21 (I III � �i 1-,-1 i ! 1 1. t t I � � _ _I i i__._ i._. .—� j I, E-12 LJ j IT 1,1,23a$1321,34,5$&),14� 377,61Q 9N7.. O The GOLDEN MEAN i — 1 _ - -- — —_— — — — — GROUPLLC 01 D I 1 ---------- I M I I I Ii I l ' 1 FantftY carve I� n9 l(l-_1 ._! - . ; c F1dWng 1 . . .E 25 _II + ry I L - 1 E-22 E 24 I I U LT I .. . 1 Splice @ Carrying � Beams Above. 1 Mercia Lane, 2nd Floor I Provide support. I . I rY E st Greenwich, CT 06830 �� .., I E 20 •t� CZ-- E-19 — — ------- -- -- (203)410-5783 voice Remove All Shrubs and Beds. I11 Stockpile for Re-Use. I I I `, I I 1.s1r 1rra73�.. I u_ I u I I ` gmg@golden-mean.com — —— — { JOB NAME: I I •I I f- ----- -I t` Peconic Landing 1 I . E 21 I i 0 1500 Breaknock Road j I I i Greenport, NY 11944 !' j � - - _ _ L - - - --t I I E-03 _� = =i, I DATE: 11-1uu1 — --1 — ——— — - — Y — SCALE: As Noted I - E-rs E-,9 (.... s- __.. __.; E-,7 DRAWN BY: FBR I I I Project Number. 17-257 For Permit: 0912612018 I Retain Tree In Place. 11 . 1 Relocate Protect As Necessary. I I MEP Appurtenances. q ,� 1 C>�g� ED 9 Rry c'yj� 1 �4►'- I c JJ0 T 1G�1 eve — Demolition Sheet No.: A-102.0 n Ll 1 1 1/4" 1 -011 DRAWING TITLE: First Floor— Demolition BID SET O .4 a. p�e w M. u A-203.01 u u r m 2 North Elevation N 5 -Coordination v o O Y 6'-61/2" 4'-0" " 2 .. � w -301.0 3 -301. 21'-2 3/4" 5'-0 3/4" ----- — ----- Cy -- - Wrn Mbaika Ld Lt;Thrk7hat Mai/dFavcr... ; f 77 l - 1 OWNERSHIP AND USE OF DOCUh1ENTS M.. CI. N ® Copyright 2017 LO 1-08By • N-19 M Frank B.Ryan,Jr.AIA I E 02 ill 'Q ' `n and _ I Living Area I The Golden Mean Group,LLC 00 1-02 M N 81/4" - 1 - - - - The drawings -501.0 and all the ideas,arrangements,designs,and M• 12 o plans indicated thereon or represented thereby N 1 01 Z-) are owned and remain the property of Belgian Block r-za N-0 Frank B.Ryan,Jr.AIA Architect Paving Border(Typ.) Railing M. Bed room and no part thereof shall be utilized by any E o, 4 2 person, firm,corporation,or entity for any " j _ _ _ _ _ purpose whatsoever,except with the express ' 1 -301. 0 written consent of o; 3,_0,1 - - -102. co Frank B.Ryan,Jr.AIA - CI • 3'-9 3/8" 11'-9 3/4" and The Golden Mean Group,LLC. 1- 5 - 1 - _ N-27 3'-101/4" • CONSULTANT: h _ _ _ _ _ DN /S' - 01. ' 6" <; CONSULTANT: M. Cl. I 1 i Coa2-08 ts . Hall ;, I - f � i t " 1 " I Ir r NOTES: }-, 2'-8 3/4 3'-0" I ; 6'-9 3/8" 1r, ao I - o j ! M. Bedroom 1 � n o o D Planter wl - I o _ _I_. Kitchen I - s I -I,- f M. Cl. , 2-12 " Cleanout Location 8 1'-2" ° 1-01 r ` Bath 2_09 - i 6" - r> l 3 2 f" 41- 1 (—_ 8 1/4" -301 M �_ . 2' -102. Zo 1-0 4'-3 3/4" 1'-6" `_V ,' ., 1 I Q 234$1$21345$&3144,233-W,,61Q 987... ---- I N 22 I I I I l n_` I —N O8 O 1 n 1 ..... ...... .. ....... - •(6 N �- - m. mN o — / oo - - 3- _.x - - -- - - - - - - - - 11 I _ 4) � 1 1 3/4 i , - 0 0 00 P r -aun �� 2'-81/8" 2'-101/2^ co N o7 .1 ! w o : The 10 a M „'-, ,/2" - ti I un. �;; _ r T I GOLDEN SEAN .. o r-� W 2 D 1 - c•� _ .. _ 6 _._ -i I � � _._... --_ Z�, {{.-_�.-- ._-_ _ I w G-203-0104 0 i 1 fiN ti1 Pwd Clo. �,5 2pLLCA-202. 1 .............................•.. - ROUP9 7/ " 3'-6' 4" _..�.. r�zo 2-07 a M. Bath _ - -- — � _ I_ 2-05 -501. ,`� _ - ---- Hall -� 2-11 E-,3 J Storage ' 6'-1 5/8" 2-10 Privacy Screen bo 1-14 LO Electric Panel 1/4" M Coats i r &Gate: Telcom Panel 2'-0" _ rn N n N 2-03 { l r, _ � ! KY r9 N-04 4'-6 5/8" 4'-8 5 811 °' rola N,3 O 13'-10 7/8" icRaming N o3 2'-11 5/8" 4'-11 1/2" 4'-0" —Air- - - _- - - - N - - - 4 - - - - - - -301.0 Handler O 1' -101. 1 ti Pant I 0 2-0 3'-2 1/4" 5'-6 5/8" 3'-3 3/4" 9'-2" E-14 wood Partition - — — — — — — - — — — — — — — — — — — — — — — — — — 1 Mercia Lane 2nd Floor f =` Half Wall - - - N I _ — — — f Mech. _ , - �: Water -McCh.-- 1-15 °' Garage I Greenwich, CT Ofi830 O Heater _ 2-15 U l 2-13 I �. Living Area N (203)410 5783 voice J AC Condensor = I I I 2-02 Garage 1 I' I ! t 1-13 M , -301.0 , - �— • - - - - - - - - - - - - 1.s1aa7 rrrx>3�-- Stone Half Wall I I ! I r�gmg@golden-mean.com Misc. MEP �,,;; �__ Gas & � 1'-10" � = I � -� � � Kit ,hen 11 Electric Meter , r-•. 1 2 8 1/4 AppurtenancesI I I 1/4" I M I i _ Above. f I 011 I =� ' i E s 00 JOB NAVE: 11 -,02 Storage _102. ► -,02. t =� -'j Z" Peconic Landing 2-14 EQ EQ ( EQ EQ DW 1500 - - - - - I i i 1500 Breaknock Road IL _ -71 jI Greenport, NY 11944 O6'-1" 8'-3 1/8" N (�I --II, 31_611 8'-0 7/8" 9'-4" 5'-1 1/2" 5'-41/4" " r> M 6 DATE: 1 1-1 Uu i SCALE: As Noted l I ;O I O I DRAWN BY: FBR 1 118" T-9 1/8" I _ 1 _ _ ._, Project Number. 17-257 - I - 1/4" o k I For Permit: 09/262018 1 3/4" 10-6 1/2" � , 9-7 7/8 � 10'-1 3/4 L_1 � 6 -�- ^ S 1 h o �n Pro sed t n t Prop �FLEO AR A-202.02 I___ .- 1.7 9'-91/8 3'-0" 12'-6 1/2" -I 4'-9 3/4" � 26'-7 5/8" ( i OF FY! -+ I Sheet o.. , r r sh tN • 02.0 I , ( DRAWING TITLE: F1 Level 1 - Proposed First Floor- Proposed —1/4' = 1'-0" BID SET odS U ' 9 Room Schedule - Marketing o 8 Number Name Area Dimensions &, cr ; w SKYLIGHT #107A N 5 1-01 Kitchen 236 SF 19'-7" x 13'-9" , ABOVE TRAY 1-02 Living Area 328 SF 19'-7" x 16'-4" o CEILING 1-03 Coats 12 SF A a� a 1-04 Pantry 10 SF 1-05 CIO. 8 SF 1-06 Laundry 18 SF =mai�Ldtbm a&� ' 1-07 Pwdr. 26 SF OWNERSHIP .��r:,��;; _.-. •__ _.. . - - - - . - _,_. __•.. 1-09 M. Cl. 17 SF AND USE OFDOCUMENTS ® C Copyright 2017 1-10 Hall 18 SF B M. Cl. I 1-11 M. Bath 70 SF Frank B.andn,Jr.AIA 1-08 r — — — — — — — — —I 1-12 M. Bedroom 214 SF 16'-1" x 13'-3" The Golden Mean Group,LLC 1-13 Garage 251 SF 10'-7" x 23'-10" The drawings 18 SF and all the ideas,arrangements,designs,and M. Bedroom I 1-14 Storage 88 SF 9'-8" X 9'-7" plans indicated thereon or represented thereby f t ` t•' 1- -- I 1-12 ( are Frank 8 owned and remain Jr'AIA Architect of �. _ r.r-t - ; Patio I I a M. 1-15 Mech. 22 SF --~. 1-09 I 16'-1" x 13'-3" I 1335 SF }::r"r;.,_ and no part thereof shall be utilized by any #1 0 7A Living Area person,whatsoever, except with thety express p • . -= w' I I ' I � �� I purpose whatsoever,except with the express 1-02 17 SF written consent of .'rtr'xr ,y,: .Y '`C Iv=' ' •; �� #107B I ' Frank B.Ryan,Jr.AIA �:'=•► i 19-7 x 16-4�T I 2-01 Kitchen 245 SF 11'-11" 19'-1" and �+ "4 _ •I,+'y !O I I I I x The Golden Mean Group,LLC. 'f' + — — — — — �-� L I 2-02 Living Area 320 SF 16'-9" x 19'-5" ��1it,r' 1-05 — — — — — — — — — — —� CONSULTANT- ,f Coats 14 SF • r e._ 'i ..__..--i..__.M..-. -'-3-"-,_ (...;- til.-_. ` �,- 2 04 Pantry 7 SF '`-'� --- 2-05 Clo. 12 SF `A r DN' ENTRY 2-06 Laundry 15 SF CONSULTANT: ! 2-07 Pwdr. 34 SF - - - - - - -- -.,. __. . o r — — — — — — — — — — 2-08 . CI. 17 SF {� r 2-09 M. CI. 17 SF r\' 2-08 I I 2-10 Hall 24 SF NOTES: _lrr �O� i L �' ✓' '— Coats Hall `_' ` ,. I I 2-11 M. Bath 62 SF 2-12 M. Bedroom 195 SF 15'-5" x 12'-11 i pM �� I ____, Kitchen (� ! ` I I 2-13 Garage 241 SF 10'-2" x 23'-10" ,:1 hr 1-01 ! ' M. Bath I i M. Bedroom I 2-14 Storage 88 SF 9'-8" x 9'-2" 11 h4 , o 19'-7"x 13'-9" i s _ g M. CI. 2 12 >. i f I I15'-5" I 2-15 Mech. 22 SF :� 2-09x i ! -`� _ I I 1314 SF 07 1,1,2 $1J21,X,,5 ffl144,23�37%61Q W.. Pwdr. Q �� 1- L The: U_ GOLDEN MEAN 10 Pant Laund i ' __ _ GROUPLLc i 1-04_ _ _ _ ;�A� hdry _ �� _ a Clo. a i' 2=06 - -- _ _ - 2-05 TRAY Hall M. Bath _ Pwdr. -= ; , 2.10 2.11 CEILING Garage 2-07 _ _- --_T_--e_ Ard'raadudDbsi Storage _ _ - _ / , f � 1-14 2-13 ` �. �`���� /` Coals / ', S agcRaming 9'-8" x 9'-7" 10'-2" x 23'-10" �' ; 2-03 Ll ,z Kitchen I •• mow;: -' _< : ''' '/ Pantry 1 2-01 1 Mercia Lane 2nd Floor 2-04 11'-11" x 19'-1 Greenwich, CT 06830 C Mech. - - - - - ' Mec 115 r ems• t+ ' , �N 2-15 Living Area (203)410-5783 voice 2-02 16'-9" x 19'-5" 1.617 1774 Garage J_ gmg@golden-mean.com 10'-7"x23`=1 I I I I I JOB NAME: Storage Patio Ii,�•` 1J'j I 2 14 e r (� I — — — — I I I Peconic Landing 91-811 X 9-2" , L _ #1 07B _ _ _ _ - 1500 Breaknock Road ! I I I a I DWr Green ort, NY 11944 1 } .- ILI' 1t — ATE: 7-1 UU1 '_-� _ •,� ! �J'' ; ENTRY SCALE: As Noted t .r DRAWN BY: FBR J _ Project Number. 17-257 - , A• i i I �...�, -� � f 7 �- i 1�5 ! + `_l � -�'\/' _ � �M1 1-_T� For 09/2612018 i-. -J' ! o Permit: ti 6(.- �s+�•..c•.'q. 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Ir. 17� Sheet No.: A-102.07 DRAWING TITLE: n Level 1 - Proposed Marketing Marketing 1/4" = 1'-0" BID SET ^1 g G q N V �C d � W N o t.J y , A u wEnmaitaLet u7hrk7hafmwdFcry .. 2 5 5'-0 5/8'01.0 -301.0 3 -301.0 OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2017 EQ EQ By Frank B.Ryan,Jr.AIA _ - - - - - and _ The Golden Mean Group,LLC 00 i °O 12'-4 1/8" ML 4 The drawings N and all the ideas,arrangements,designs,and it r - i „1 r plans indicated thereon or represented thereby � ( EQ EQ are owned and remain the property of I Un I i , N 1'-6 7/8" Frank B.Ryan,Jr.AIA Architect d and no part thereof shah be utilized by any W person, firm,corporation,or entity for any • - - - •1'-101/4" purpose whatsoever,except with the express o iv �__ - written consent of I _ Frank B.Ryan,Jr.AIA � W -101. o � � and Skylight _ - The Golden Mean Group,LLC. 2 iv Shaft w Upper Cabinet - �- - = W _ Coffered CONSULTANT: Soffit -30 o _ I.r - � Ceiling -102. W EQ Q ( 1'-8„ ' 1'-10"1'-11 1/4" CONSULTANT: -301.0 •5'-11"'— - 1 � = S 'I - •.: :.. . ---- -— EQ E - 0 EQ 1 ` o EQ EQ _ 10'-2 7/8" 1.0 _ I - — NOTES: EQ 'W W co ! 1 = c+3 � i .. U' N _ _ _ _ _ _O �� W + • -301.0 51-103/8 t i -1 - - - - - - I Lo C'J EQ EQ 1-5'1'-3 3 4 Q 1,1,23 $1�21,34,5�&9,144,23�377 61Q SB7... _ E EQ = _ 0-50 _ W _ Coffered2-2 3/4'w3'-41/4" Supply � `. 2^ 2'-18" ' 4u + Ceiling l'�) ( -30 .0 ao -10 _ -102. _ - The - , GOLDEN MEAN EQ EQ " co EQ EQ Return 1 M _ GROUPLLc ' to 00 co Ln ^ C7 LO ' ( s 9 , - oo N 817/8 i W' N EQ EQ Ad>rtBdtJa(�3► I -- o i Fbi l" tiffs 4'-101/2" 4'-5 3/4" L 1'-5 1/2" E EQ EQ EQ I _ch J N EQ 1. EQ S�a!egCFlarrvng m m - - 2'-8 3/8" — Cl)i 1. I oo Q Q 1 / N iV 00 i' .l 4'-10" I -_ 50 L/ a cz� w v a 3 o -G G - , a V �i dt F I , r' WEri AbaI1d Let Lb 7hrk Tld&hEtdFaere-.. A + 1$ i ✓' OWNERSHIP AND USE OF DOCUMENTS @ Copyright 2017 , Frank B.Ryan,Jr.AIA tin and kk � The Golden Mean Group,LLC a k The drawings and all the ideas arrangements,designs,and plans indicated thereon or represented thereby aroe Frank B aRyan,n remJarl AIA Arclntecf� rtes � and no ad thereof shall be utilized b an an oma ie' i P Y Y f °°s '� - person, firm,corporation,or entity for any purpose whatsoever, h the express written consent of �- ;, Frank B.Ryan,Jr.NA and-,x The Golden Mean Group, C v , rou LL CONSULTANT: T_ 0 1,1,2�tj$1,21,34,,55 144,2-;Q 377,610 987.. The GOLDEN MEAN GROUPILc 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203)410-5783 voice 1616ID / 1772W. gmg@golden-men.com JOB NAME. Peconic Landing 1500 Breaknock Road Greenport, NY 11944 n DV — Elevation Images -- DATE: 17-1001 SCALE. As Noted DRAWN BY. FBR Project Number. 17-257 For Permit: 0912612018 ir. t�EIED ARO z � Sheet No.: A-201 °00 DRAWING TITLE. Elevation Images ti M �ok a a oop .4 a, = P. O d o - i w � _ n v O r � w E� Vl MMaikt LdL,&7hr*7WMaildR0Mver:.. OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2017 By —- Frank B.Ryan,Jr.AIA and IThe Golden Mean Group,LLC The drawings i and all the ideas,arrangements,designs,and 11 plans indicated thereon or represented thereby 1 T 11 11 IT 11 11 '111 1 �— are owned and remain the property of Frank B.Ryan,Jr.All Architect j and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express 1 written consent of I Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. :r t CONSULTANT: I t CONSULTANT: NOTES: LEFT SIDE ELEIATION 1' 1 Q 1,1,25 R 1�0,34,54 89 144,2 377 61Q 987... The GOLDEN DEAN GROUP LLC -�\ ✓.-.. ._ �,.A/� Jf/`�~ lam: s' _ Ardftccftrd - �r .r Lill—�.-✓�`�-�= i d Floor 1 Mercia Lane, 2n Greenwich, CT 06330 -'i'i'i { F I t l i t i�l�i 1 (203)410-5783 voice —Level 2 91-811 �� 1.61bTX��B'7 mean.com -� r - { _.. __.____. t I JOB NAME: __. : _.. . t onlc Landing Pec -01 1500 Breaknock Road --- r.V ,�, \�'-���''4i`' t: `•*.f., ., '�... �t: 'Y``t � Level 1 Greenport, NY 11944 1 Grade — r I I I i I.__ I I : I- 1 1 1- 1 1 1 I 1 i I I I I I I I I- - I I __ ,_._ 1 !_ , - __ _ -_-• - _ — "A � ( � 1 � i - -.f I - I -, I : : I 1 i I I I— I - _..._ 1 f 1UU'1 I 1 - - DATE: , SCALE: As Noted I I ! i 1 + DRAWN BY: FBR _F__1 I ---! �— -- Number. 1 T I—i — — i ... Project - I ___ _ _ _. _..i. tin „ I i I 17 257 I 3 I I I O Pr ct 0 II Ii _ - - ' _.._. ` I I ' I I _. . — —6 or Permit:IT 09126/2018 I ; - 3 i I I I I EO SRC r �t . i Ap n North Elevation — Existing Sheet No.: A-201 .0 DRAWING TITLE: Building Elevation — North Existing BID SET o� U rhe uUa U G 03 w b rr►O► •r V a � a Wrn M avid Ld tb 7hrk That m aifdFacf:.. — ( OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2017 By Frank B.Ryan,Jr.AIA I 1 and t r The Golden Mean Group,LLC 1 The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect I and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: � I I I l CONSULTANT: -. — — NOTES: PUGH' SIDE E?EVA110N Q 1,1,215 34,54 144,23�-W,,61Q W.. Lt. t - r The GOLDEN MEAN r1, LLC GROUP Fc" 7 ,. �- .,�.i.: .! I I ! ! _ I ! _� : _. ._ t,_ -.` a, {" '�tl��ti v_'-;� -- .� f- �� i.•,�•:�-yC� .+ `�-._s�� 'y it !. .; I ! �' m. ` }1 � ;_ :c �5•'�x_ x.f' ng I t �I � i i 1• ! I ! I I 'I' i A �� -f"��r ._..c ��� ry ""� e- t� `� .._._ '' � �.� '-�� I . ' � i' •!- i�+._ i,.. 'V' ,,., s` -.I�.. _ _ n':' �_/ice" -r_� - -,- Y.��:�.'v2-sem ' •I' -f•'• `: "."t''s' �.r. �� `���K} i -••./s��-— e.-3�,:is' ! i' I j '-• --. 1 ' . ' i I ! ! .1 ;• +i ., . :.•''I. ( I.I I.f i. ; �-li`.-.. ! ! � �` ,�-`*r`►.-����'�'-�-a�� "--+;�'^"---^—a'— "�'«.`rs��-^�*-►�"�-� __.,._ e- i, t_l. ... �i., ...?.. .:. .. ... .. . .. . :. ' i i I !. �! I i�I .' !. I I , .i .. ! . _ : ..1 I.l I I.l (j I.•!!�i !.i � �'�.�>`:`�.� •$� •�?_,:.,^�+��-�,. ,�'.�^.ry_���. ' ffi`i�.l I':' ! ,.. •a• ••i !- i. ! .I.1! .I I� ! r, -t � ..: „"°x�Y• .'_�- j+�-la`t '- .lyi �{'c 5.1:1! _.o.r•j i I I,: I I. ; •4 .i. , ,-�-..a, _�`' �;, �.- ,�- �a ��.,. J.i. . . : ; _. 1 Mercia Lane, 2nd Floor .... . *. Greenwich, CT 06830 Level2 (203)410-5783 voice 91-811 __.___-_--.___ _ _��_ -___ ._. _--..___.._.. -___..... -� �~� i ''fr 1.61 87 177c1M.. ._.. - - _------------------ 'T i1, t 1'• 6• ;_ . .._ _ ---------- gmg@golden-mean.com , u t.�.i 1, ,' ,. `'�,i� �'+ '•1.'� t_-_ rte)_ `r'i� _ JOB NAME: } s _ i w Peconlc Landing LJ . , .b 1_ ( .r.. f_ Level 1 1500 Brecknock Road de __it n raoff Greenport NY 11944 ' I I I i ; ! I I ; I I I � I j 1=1 � _ I .. _ _..._ Footing 1 r-1UU1 ' _— DATE: II I II 1 I I7 1 II3�-6�� SCALE: BRoted �. i ! I I II ! I III-1111 IT I DRAWN BY: Project Number. 17-257 I I i C For Permit: 09/2612018 I J--i D'�Rc Air ca sr,4 0 -4 � South Elevation — Existing 9��oFv��O r 1/4" = 1'-0" Sheet No.: A-201 .0 DRAWING TITLE: Building Elevation -- South Existing BID SET - •y b�j Q �N �O Tp Ua G Wien MEIiq Let(k 7hric7W VI6QiIdFa�.. OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2017 By Frank B.Ryan,Jr.AIA -•- and 12 The Golden Mean Group,LLC The drawings - and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of _ Frank B.Ryan,Jr.AIA Architect I) —"r� i and no part thereof shall be utilized by any person, firm,corporation,or entity for any i i ! purpose whatsoever,except with the express Frank Ryan,Jr.AIA E and I I! rLl The Golden Mean Group,LLC. I � i I , CONSULTANT: CONSULTANT. DEAR ELEVA710N NOTES: Q 1,1,23$6 1,3 21,34,55 89,144, 377,61Q 987... r The GOLDEN MEAN GROUPLLC SbaVcRawing Ey f 4. _ 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 Level 2 r _ (203)410-5783 voice fl I , I .a i 1 y — yt9mg@golden-mean.com i T m JOB NAME: moi.ti j Level $ Peconic Landin g t ]IJ --��--�— ' G� e 1500 Breaknock Road 1 I ' � , 1 ; : � ' � I � I � � � � � � I- I- � ; I_. I 1 i I � � � � i I I I ' , I - • r- I I , I I ! 0re n G e port, NY 11944 i I I� i I i iI - DATE:- 1/- 1uu 1003_ _--- As Noted-6 SCALE: - DRAWN BY: FBR __. . _,___, ;_..____! I__....._ ._._-.-( � _____; : __..__._. ____ ; ! ;.�__ ___... I .__. __. _... ' _ ! I ._-_., I.... j Project Number. 17-257 - I _I_ _- I- I.��' I For Permit: 09/2812018 III III III i I I ! I ! I 1 I v � I ! I � ! I I I ! I— 1 i ! I i I ! ! I � , I f III III—'III III—III III III -IIIIIII I ! III-1111 ! 1I ��aEO ApC db 00 East Elevation — Existing ( F �1 9 A U 1/411 = 1'-0" Sheet No.: I A-201 -03 DRAWING TITLE: Building Elevation — East Existing BID SET Cl.^e4i V 0 �U~ v a � u a u clJ 6 U W �y 11 yy b 'p l=mag Let u;mr*met ma idwmEr.. OWNERSHIP AND USE OF DOCUMENTS © Copyright 2017 By Frank B.Ryan,Jr.AIA and — — — The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby r are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. I r7 ® I i CONSULTANT: �I f x j 0 CONSULTANT: i i NOTES: �ONT ELEVAMON Q 1,1,235010,X,,5589,144,23�311,610 vS�i•• T The GOLDEN MEAN GROUPLLC cFlarring -- ' �,- : -I'ii I1_.Il ( il _Illi ( lI llilil(. l.I 'I .-='�`�11', �- 1. I. I.Ii (I i ll ''I ! iIIIII ! Illlll 1. 1. 11111 1IIII i 1. 1-Ii" 1t ii (i !.li1i .'i.iili'i 11 ( i1 ( I' 1,i1 ( i1i it1II1i 'I "J L 1I1I ( Ii ! iIi ii1 � (11II � ( Ili11I1 (.11 ( ( iiIIII ' ( ' 111 1 lI 1! --�'-`_-=''- `-.t- ! 1 Mercia Lane 2nd Floor �_r-- r _ Level2Greenwich, CT 06830 9 03)410-5783 voice ` ! t ,.- - .� �-- — — ur t"q)rt 16111487 177 .. ------------ m olden-mean.com 9 9@9 %i._�;_s.�...q:)j - r' 1, .`fl - I' '. I F 'i...{.i:•. -4[{ c3�S' s' l 1 ` F_l,• •sS 1 1� � '�� �! , � - =.d"��• �+yro - _''�''r.i�.}' Wit• .J�"_� J-� It� � X. R�'i� � 1�'�� ��' « .� l 1"`' � � - '�- - ._. J .,..i 4 t..' ,,i^S J �..'h �- ':Y'.^, 1: ��--� � / it ✓� � �' R I r � - --. t� a.��i,. ;�.`�~� .�= •,.3�,�� •'����:-rte=- - — ��' "t=+ y/!. �' .��+�� ��b�� _ _ � 't�Er� �?� ?[t, �i� ,�. tl��i�_ 't�6f,� _ `� �';{•k,.'�� /�i' t 1�, 1 4r< � .r, �': JOB NAME: ,tri _ t' i EI I. _ "•=.' "�.t;r: - a�;"� ..-� .1%�'� :`[:� .. � �� � ��. .- a`�f// � �_ LIN � ,. ,:�,-• .z �-=' •.r,3'-Sctv�:• u�,,-„�,-.: ,9�,� .`1. _:�' ,�'.. �:�, /;,' :��` yr ,�fJ,� \,�.,.r �`-, �?��.ry,� §x �” It a'�:, '' .;gat r�-•`"e;�.1 _ .\ R„q�,� � _"�;� ° `libti`�.�✓,. ._.._";f � '.+�'.�' w.'• ___..______. a' � _....,_..—_ '"s� 1 _.. �vj _- .._ �' �V .„m I '� I �$ IIr n .� - ., .- � �: ... �,t I t Level 1 Grade Peconic Landing I ._I_� —� �--�- '--� { --' f '..__.:. _.'._'- i_ I I I I � _'. .'_'.� _..:,__' �._.'.._ ; �..�...' , L_f--� ' � �-� , :�_'.._' �._'_� I �-�-� ' f -I--'-� '1--1--If I 11 I I—I I 1I I 11 I 1 I f -' _I_---� -�'✓_�I __��i�____..'- On _• ii ) —i 1500 Brecknock Road Green ort NY 11944 p i , - ' -, -17—=7. �!—;..� -:_- _Foo n _� 1I i ' ! ( �=1 �— = ; I—ilI 1 1=! j -3'-6,� SCALE: As Noted i I I —I ; I—I DRAWN BY: FBR 17- .____. I I I I_.. I _- - f ,_ -- I - ,. . .. _ ...., I. - I -__ _; (- - ._: I I_...- .,- I _ _ _.__. �._.._- I- Project Number. 17-257 For Permit: 09/2612018 ED Alq West Elevation -- Existing ' * ' 1/4" - 1 -0 I �► 4 Sheet No.: A-201 .0 DRAWING TITLE: Building Elevation -West Existing BID SET mos .0 O u(�a V w � _ n b � a C-' oro` Wr7 m astd Let TT 7hrik wd K6-aiimae-�e OWNERSHIP AND USE OF DOCUMENTS 0 Copyright 2017 By _ Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utifized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express r written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: � Lflit I � _ .,_��: I! i iI—_'., _ i► i� i ,'_-'.: I ! I, ,-.�_�i —i►, ;�_i:,-,,i:_—:�_---�,_.__.1—,,_>1 1-_F-.1I;a..-f-_;-1:_—tIi—. -ct-.�,�-,I�!-=;-i-�:="r��,�,.--,•�-\i<--t-t-�?5;i_-.-� t` -_`��r=_I�..I,i�,ti—.>r�l.a�?1,�i��=�,'_II,-�-'%T%9j•�_--`��ri�-I�-r-_z'%�_vI i:.`_t.'._�`I�_��v-_r`I j;"i-��-fi-Y..�I��:�__./.i_(_iC;_!,!�-��,��fi�—.-I,L%l l.,•r. -�ce�i,:,I:.i_-.II:-!_,,:�:.'-�:-{,,►1_-i�i! ,--- _ �—I_•i---_iS-.:_�_I!-I. i i ,� , ►,� IiI� IIi._.-_._-.�I!_. II�I,.i�._—_�_�_-4-_-—r_.i',!'T+,—iI�1——_-I�--'i-:—,I'-__.:�_I��--...1Ii-__,,1-_II; .-..-... �; _ 3 6 CONSULTANT. NOTES: LEF-T 81DE ELEXIA11ON ra 1.1z � 11�2,34,155 a 4,558 9RF,r1�44-t ti 0 � 37 s 1 a s 9 .. The GOLDEN DEAN Skylight GROUPLLC CupolaFbility 20gcRarntgNew Roof Construction Match Existing Shingle Style and Color. Gable Vent Cedar Shake Grey iI'iii-!. ! I ii- ii 11 : ; 1•I :! 1 Mercia Lane, 2nd Floor ii . I Greenwich' CT 06830 i.i . i- ter' LI-1 J_Ld _ - -- (203)410-5783 voice Fiberglass Tuscan Column 1.61 8177d30g. .t - - White 1 1 I 1 1 11 1 1 �1I- Roof Trim White gmg@golden-mean.com Level 2 JOB NAME:Clapboard 9'_8" Peconic Landing Grey I 1500 Brecknock Road Green ort, NY 11944 DATE: I i luul As Noted SCALE: Level 1 DRAWN BY: FBR-25717 Grade Project Number 0ff or Permit. 0912612018 I -Fieldstone- El tstm9way I Footin_ Wall Bluestone Cap _ T Accesir— s_-►1 - - ! c. ED AID North Elevation — Proposed 1/4" = 1'-011 Sheet No.: x_202.01 DRAWING TITLE: Building Elevation -- North Proposed BID SET M q N CC �O p C O aVj bU V V m L" C3 N w� b W O rO `A YYrn Mailc(Let Lb/!1!k II at Y1CQ11VI mAEr.. OWNERSHIP AND USE OF DOCUMENTS ©Copyright 2017 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and I plans indicated thereon or represented thereby -- are owned and remain the property of Frank B.Ryan,Jr.AIA Architect _ { and no part thereof shall be utilized by any rporation,or entity or any I I f I purpose whatsoever,eexcept with thef express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. I CONSULTANT: I I CONSULTANT: ILl jJ1.1 NOTES: TT i 1 Q 11 1,2$$$1$21,34,5bW,144,23$3T/ DIGHT SIDE ELEVAMON The Wood Bas Relief GOLDEN MEAN Truss(white)against Grey Background GROUP«c Panels,smooth. __--� ` - t 1 Mercia Lane, 2nd Floor T � -•._=-i-: :.:`.: :1.--<"-'G__ _ - .___� -�'. ��' "s' yam_. Greenwich, CT 06830 -- ` -77 .- i sl -- - �.e-lal�Svn"�"^.+I � t.�ar^�„-^*.�—�"�„ ij�'J;�er+Yae.•*�.--,�,""�!-+ ,� _ i - ^: �� �`> �� - a�; _ (203)410-5783 voice ?`�,� -.iia ( ..+,-. . 4Y �L r � ► a .. 1.61 7 1772M.. oe- ';,�!/ .; r�gmg@golden-mean.com Level 2 -- --: ,- -1 .-IIS�A: F_ '= IE=:i6. - - Peconic Landing jj - � .. s — I 1500 Brecknock Road LJLI H Gree po NY 11944 - _-- � ❑ ' ❑ -- --- � -----_- ___._....... - __ .—..--- — - _ — '� � - i 1 - - - [-­I--- .r yltizl "MM - 4+iti��1r' . r v i <i n• ' �'� S + - - -= it`d - DATE: • ' As Noted ..',�i: ,� :�; I I � � - - - �.�} .,�`��1.�'�- :,� ...� - - - � i�.x`�.,�,,-r� •:,,_�'�r•i 9. �r''- - - - ir• i> �"-_`-��� ed a; �- �;f';, SCALE: x`T..:�.� ?�3 I 1 ! >o Y ��"�+r `.�•1,;��� - - - '•�� v(� .h- .,,..,�` ��-a,��f��Y;r�..r- - .�,,,:t-;. :.s �� n:r•r '�c,� •'A FBR ,�` i —I s• j _.�. ; — _ ,.' :.> .> ,,, r 2 ate, Level 1 DRAWN BY: tet' s:e•° .. - p :_yac.�. «.�.y '- �.�\-:, r � — - '•nrl _ - �J 'f.: 'e,i,. •--,—`-` r{:: ►"l. `�fi �`1.,` tiA:{i'V- ---- - I I I I I LSj�':ra;. 2 ! r r r w --- - >�:�.: ,..:�•�:::�.:-. �Y...��;.g= Grade Number. I..�... _.I i � `. .. � ! ! i � �- I I 1-- ��I I ( - -- I I I I I -�_I I i_.___I I I._-_--I�Y+I �:�� •.: ...-•`, Project � I I I L-1 I ! I f I I I I I .._..,.._i I , _-__-.i I ;.__-__� , ,--.___.. ,__.._ _-.._.__, I ,__._._, , I...__.__., ,-------; i ,__._._., - -, - , , - - - - „ --I -- - 11 - _ _ i_ , I I - I = ` L I ... _ I - j T ! �l O For Permit: 09/2612018 -- , _ - _ LI I I i _. --I -I..-- I j -- I — ---� _ _ — —I ( — Footin — I I--I I I — I -- I I l i I I I - -I - ` I �� --- �_ I�_i IT , i � I T _ is _ _ _ - -W �_ , — _� = _ , �-- -�-� —� 1—� ► I , I _ 3 t i , �� � I I _ _ I ; I i I I l I I =i I=! II ED Ap O_._L.,. 1 South Elevation — Proposed '` • , � Qr FoF f�,�0 rl FIT Li Sheet No.: A-202.02 DRAWING TITLE: Building Elevation -- South Proposed BID SET tig Q M '0 h V V V ti O 47.1 4 �d G � u u H C:. w c5 � a O Y U► •r U W07m aik(Let Lt Toric That tb aildR er... OWNERSHIP AND USE OF DOCU,91ENTS © Copyright 2017 - - _ By — Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings 12 I -- — - - _ and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby I _Y are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of 1EM —LLD and The Golden Mean Group,LLC. ! I i CONSULTANT: ( CONSULTANT: NOTES: PEAR ELEVAMON Q 1,1,Z 561321,34,55144,Zia 3 ,,61q W.. The GOLDEN MEAN GROUPLLC -� .mac Rarn►rz� _ y _ 1 Mercia Lane 2nd Floor =L, �'.%- � /fes•, Greenwich CT 06830 ''j' 203 410-5783 voice �i,i i j. i ! • ' 1.; 1 1 l � ______.___._--_-_--____._. _"-- -.._ _._ _._._._ .- - - _.._ . — eve 2 177 .. 1617 rom� -- - - - _ I gmg@golden-mean.cEd om NAME __. Peconlc Landing a 'r. LL 150 Br ..� _ Level 1 0 eaknock Road — _ _ _ — — - $„ Greenport NY 11944 i l i , i I I I l i I i I _.. _,_ I I I I ! 1 --- �n DATE: 1 I-1uu I _ I , , SCALE: As Noted I i ! , —I ! FBR I —I � — — — -- — — --- -- — — --- — _-- I - 17-25 — - Project Number.umber. i I i I i i , _ I ! , I I _ - IT- I - i I I for Permit /26/2018 T - __- I - Foo I i I I IT-77T os I _=— _ I��f _ _ i 11 11 - I 1 11_ _.'..��, IIII I ! I n East Elevation — Proposed 0�°��ucs Rr.4, 'SiJ► 't�aED ARc Ar Sheet No.: A-202.0 DRAw9NG TITLE: Building Elevation — East Proposed BID SET -- --tea O7 N o 0 0 CSV. G W , U x v o wm ma kt L.d L.&-7h,*7w tb aiidF&evr OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2017 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and —' plans indicated thereon or represented thereby are owned and remain the property of i Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: i FM - f - I I CONSULTANT: ® 3 I III HH! NOTES: o I ltL I U l I Q 1,1,230$ M 144,23 377,610 W.. FRONT ELEVA"DON The GOLDEN r0EAN - ; 4 GROUP LLC FbdfityQXlS(&ng �r \7 C Rci'/7/ .-,:rte•=�.� a�/.".�.£`.:�.�..'_-,_:.�. 1 Mercia Lane, 2nd Floor . . :i. .. + j, 1.1.: .1 •�• _, _; . ,_ . . : . �;--�,.�. Greenwich, CT 06830 2 •. e ,f–A-� ( 03)410-5783 voice 1 .1.: :. �. j.l.j.: -1:' ...!. ,. . . :_ ?� , . ' - i I ; 1 t 1 ' ! : ; - - - - j,. l l,! i,l l. 1 .1• 1 a.• �� ��,� Level 2 1.617 : n7xt�-- - 9-8 J _ _ - 771 [( 1 I -� t JOB NAME: Peconic Landing 1 Y� jIr .. g : 1' � 1500 Breaknock Road •. :L .r,. �s� i-J :. ♦ �.:'n .,l' 1i9•: .�'�.�`t•..»r.e:l �•- ..f' - ' 1 �� �.�. "yF. ��•�+ d,.�A, �,�,.; �- • � • kt, - � - - -_ - _ - .- _ _ - - - - _ _ _ - - _ � - _ - ;�-�� �. ��; � :�.;��-��• .:,���•/� G eenport, NY 11944 Level 1 ^sti ;,,, :,�.•. - >- --� - - � Grade Oil t ! I I I l II ! I77 I ! I ` I I DATE:I' ; � !7-1 I I VnylLattice SCALE: As 7-N 1otUeUd I _ , FBRI _ I I _ i_–_ :y — 17- 257 Footin Project Number Postsw/ _White.rFor Permit: 09126J2018 -3-0n _ _ {, jI I I I ! i—III- I I ( =1 ( � I -I n West Elevation - Proposed 1/4" = 1'-0" Roy - � Q ILI- Sheet No.: A-202.0 DRAWING TITLE: Building Elevation - West Proposed BID SET oab OC O - rrS►.�.� u U a U V •u A 6 cs w G1 0 I. f a wv7 m aiv Lot L&777het 7777. — , OWNERSHIP AND USE OF DOCUMENTS © Copyright 2017 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas arrangements,designs,and , 9 g , plans indicated thereon or represented thereby P P Y are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any —_ -- purpose whatsoever,except with the express _ written consent of _,.. .i.. _—- I - - ---" Frank B.Ryan,Jr.AIA _Level 2 Level 2 Level 2 _ Level 2 The Golden Mean Group,LLC. - - 9'-8" - - - 9'-8" - -- - ____________- - 9'-8" 9'-8" CONSULTANT: I --) { CONSULTANT: I , ; r C - �--- { ,i I { J ' I , NOTES: c Level 1 Level 1 - -A _Level 1 _ — Level 1 - - �qa qNa oo� OI o � � a N o ♦O A � u Wiun maik�Let u 7hrk mat maddFtetr... OWNERSHIP AND USE OF DOCUMENTS © Copyright 2017 By Frank S.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: Level 2� I ; CONSULTANT: NOTES: 4 _ _ _ _ _ ---- -- - - ------- ---- _ Level 1 _Grade off _, �I � I I • is I I — I 4 1,1,1.z��$121,34,55 89,144, 37 61Q 987.. Footing I � The GOLDEN DEAN .. _ L- .. I_ I I ; �Ei U P LLc _ , . I I AroTecft d fksi FacififyQMif:ng RMI!46R"ing Section 7 — Cross Section @ Living Area v '1/4" = 1'-0" 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203)410-5783 voice 1.61& 57 g�mg@_golden-mean.com3 JOB NAME: �— Peconic Landing i l C I 1500 Breaknock Road Level 2 - _ — s'_$., Greenport, NY 11944 4 { I ! I DATE: 1/-1uu1 SCALE: As Noted DRAWN BY: FBR F- ii Project Number. 17-257 _ l For Permit: 1 . . MD F 0912612018 L"rade I .t IED A.9 . - a--_�.I-_T I � I Lt J - __.__ - - - - -- - - -.___._._.._-- '- ._ __ Footin . M AA — I • — i I I I i li li I I I I III I I I , , _ __ , ,_ I 1 _! I ' — I ! I I-I- � I � _ ' I , —i ! ' I I I I I i I—III I I I ( I I III III- -III I I I.._._ ( _ { i -_...____ _.___ _.. .. - I Sheet N . , _ _ A-301 .02 DRAWING TITLE: Building Sections BID SET 2 1/4" = 1'-0" moa 4 O _ g 0 r�zr•.� �� F � N w � ;t b �L o O � w Wean Mafia W t.�-7hr*7W m ildFac�.r... OWNERSHIP AND USE OF DOCUMENTS `— _ ® Copyright 2017 By a ` Frank B.Ryan,Jr.AIA and I The Golden Mean Group,LLC The drawings - i and all the ideas,arrangements,designs,and `t plans indicated thereon or represented thereby 0 are owned and remain the property of -- -- -- - - Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express -' — — — Level 2 written consent of — Frank B.Ryan,Jr.AIA 9-8 and The Golden Mean Group,LLC. CONSULTANT: - — 9,-8„ CONSULTANT: r NOTES: Level 1 I i k. Grade — — — — — — o ff 77Q 1,1,z$$$1$2,34,5�89,144,� s1Q em.. ; ti _ I t -._. _ . ( The { I . • � I i I ( ! I ( i..;I_.-I_i__!='I '_,�.._i��I..._ii.!i ! Ii__a___..__. _'; ; ___..a_.►._—I�I.—�I —t:__�,_.:,.__._1=----�--_Ii�__=..!I-^-_I.tI-I--:�-�1�.a.�.�ii.;;i Ii I,; _Ii))_-�.�iii.�.-_..!.! iI t_-1_..._—_-.. i ,__-..__....-II.. ,' __-_._;�_...._=,..it�_._.�V...; ,,, ,__.-.w._.:,Ii.--i-,t!-�_(iA_�___;II_._._:i!__=II �;' �i..�;! =II I_ _.fi(�.-•II'__-_II Ii-G-_I!i,I_ Ia( I!bIIIl II oiI;I o•(--=:t�iIi!I- � • `<I�-•: wI1I GOLDEN 'tA+ Q 1 I MEAN i _ - — -- GROUPLLc 7_71 I _ i 1 I I i � l I �rrry C tR 3 r'g &"cRming 1 Mercia Lane, 2nd Flo o r Section 4 — Section Garage Greenwich, CT 06830 1/4" = 1 -0" (203)410-5783 voice Level 1 I 8" -mean.comgmg@golden Grade0" JOB NAME: Peconic Landing _ 1500 Breaknock Road Greenpor , NY 11944 DATE: 1 1-1Uu1 SCALE: s Noted DRAWN BY: FBR Project Number17-257 ; For Permit: 09/26/2018 —Footing 01 =L 4-61 ED A .4 Sheet A-301 .0 DRAWING TITLE:\1 ___J Building Sections BID SET .,� off. r-+ an o u0 Cla V a w ) 91 0 O 00 wen m ajkC Let L l s Thine That V1E Gildit mIlar.. OWNERSHIP AND USE OF DOCUMENTS © Copyright 2017 . By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings i' and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect / ? I and no part thereof shall be utilized by any = ( person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and I L Level The Golden Mean Group,LLC. — — 9'-8" - _-- = - -- —� CONSULTANT: Ir' i it + — LI -- CONSULTANT: NOTES: _Level 1 — _Grade rh -- I - — : 4 1,1,21�$1�0,34,54f 144,23�377,61Q-W.. I i -31-611 I I , i I � � I v I I - { _{i The GOLDEN MEAN GROUPLLC Sect 3 ion 9 — @ Cupola 11011 Section 3 ' " — Ardrtedcral 1/4 = 1 -0 Faa!i(YQxiSen►ng �!ecjc Barring 1 Mercia Lane, 2nd Floor C H p Greenwich, CT 06830 (203)410-5783 voice 1.617 177 .. gmg@goiden-mean.com I I I JOB NAME: _—_---_-- _—_—_—_ Peconic Landing _ _ ___. . .._ . . 1500 Breaknock Road t I ---- _ _ d_ Level Greenport, NY 11944 1 V_8„ I --- I I DATE: 1 r-1 uu SCALE: As Noted DRAWN BY: FBR -501.0 Project Number. 17-257 For Permit: 09126/2018 I I Level 1 _Grade ED ARoilC — Footln , i I I Sheet No.: A-301 .DRAWING TITLE: Section 17 --a Coffered Ceiling n Section 8 — @Cupola 4 1/4" = 1'-0"I �`J Sections BID SET �O y u � u 0 O C O tti ti u a � u � o tO �~ � u w,-n m aak(tet tb 7hrk That Kb addFaew r... OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2017 By Frank B.Ryan,Jr.AIA 3 and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and ^, plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no al thereof shall be zed pfirm,corporation,or entity for any person any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and i The Golden Mean Group,I.I.C. • ��/ � CONSULTANT: CONSULTANT: NOTES: Level 2 ' - I 9'-8" I I Q 1,1,215 1121,34,155 a?,144,2 37 610 X47... -� The GOLDEN PAEAN G RO U P LLc AarJitecir d D& Level 2 — g' g" V�� 9� 8�� I S6a�cRw ing it I , 1 Mercia Lane, 2nd Floor i Greenwich, CT 06830 (203)410-5783 voice 1.&811MWf/7Z" ! I I Level 1 I — — 811 ® r�gmg@golden-mean.com Grade — o„ JOB NAME: Peconic Landing Levet 1 Level 1 — f __ __ Grade Grade _ ! _ _ 0 -� a `a i � � != Greenport, NY 11944 I DATE: i I - -I SCALE: As Noted DRAWN BY: 1BR257 Project Number. FO09126/2018 OtIn jn iFooting For Permit: Footing _ _ , -31-601 — � = i-1 T-1 1 1,77 let 4 ! if 11 Sheet No.: A-301 .05 1 Section 10Section 1212 1/2 - 11-0111/2" — 1'-0" DRAWING TITLE: Sections BID SET �O N .a7 'nod o`i p� O V lJ a Q cs w n ':1 v 'a H ' V1fe ma&(L.dtk74,*7WV%aik/Faewr.. Hi 11 11 11 11 11 11 11 11 , 3 -501.0 OWNERSHIP AND USE OF DOCUMENTS © Copyright 2017 Level 2 By 91811 ' " Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings — - and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby 1 are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be util'zed by any or any purpose whatsoever,corporation,or entity foeever,,except with theexp ss written consent of r Frank B.Ryan,Jr.AIA j and The Golden Mean Group,LLC. CONSULTANT: I Ll u U Ll CONSULTANT: L] 1 NOTES: Level 1 8" _ Grade 0" z - -- -710 0 1,1,23a01,30,X149),144,23 377,610 07.. The GOLDEN DEAN 1 Section 4GROUPLLC 1/2"' 1 -0„ Ardrtec>acral D� Fad ityQm&ng bYraVCRaWng 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 nn i (203)410-5783 voice Section 4 - Callout 1 Level 2 3” = 1'-0" 1.slteet�7 rnza .. r-gmg@golden-mean.corn iJOB NAME: Peconic Landing 1500 Breaknock Road Greenport, NY 11944 DATE: 1 1-1 uu 1 i _.___._...i SCALE: As Noted I FBR ,.__....._.�_._ Project Number. 17-257 DRAWN BY: 17- .... For Permit: 09126/2018 li - - El Level 1 8„ g��ftED ARcy - — — — — — — — — Grade 0" OF Fv! Sheet No.: A-501 .0 DRAWING TITLE: Seection 5 M.BR #107A — Tray U1/211 = 1'-0" Ceiling BID SET ;hE �C R ' O U 4 c o it �Va V C7 a A C14 w >~ b vI'd o y/ 5 ` OD OWNERSHIP AND USE OF DOCUMENTS © Copyright 2017 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC O ` The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect Level 2_-� _ _ Level 2 and no part thereof shall be utiFzed by any - 9'_$"�® - — -- 9'_$�' person, firm,corporation,or entity for any purpose whatsoever,except with the express __._..._.. written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. i I CONSULTANT. { I CONSULTANT i r > i NOTES. # I ' I I _ — Level 1fill — f Level 1 a»z�4$112r G �W,14a,z 3n,610 9.. - ---- - — — — — — — — — — G — — — — — — — — — — g,� Grade rade o" ® o° The GOLDEN MEAN GROUPLLC Ar /Abcftsal D�d FadlifyQxi!scNng 1 Section 62 Section 7 &MVCRaming 1/21' 1 1-011 1/211 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203)410-5783 voice 1.611 —7772..' gmg@golden-mean.com JOB NAME: Peconic Landing 1500 Breaknock Road Greenport, NY 11944 DATE: 11-1001 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 For Permit: 09/26/2018 ori ED ARC` a RG4 �►��� of �oF naFv+-t Sheet No.: ASheet No.: A_5 01,.0 20 2 DRAWING TITLE: M.BR #107B — Tray Ceiling BID SET �p� ARC — Window Schedule— Demolition —A-602.01 0 Head Egress Daylight " .6 t Mark TypeFamily Sill Height Height Area Head 2 Jamb 2 Manufacturer Model Window URL Comments v _ v o E-05 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 1'-6" 7'-0" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com ,.� •.� E-08 285Ei Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 1'-6" 7'-0" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com o E-09 285Ei Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 1'-6" 7'-0" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com , a E-10 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 1'-6" 7'-0" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com N E-18 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 1'-6" 7'-0" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com E-19 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 1'-6" 7'-0" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com wwmaiictLdLb7hr*.77dMaildFvEtEr E-20 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 1'-6" 7'-0" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com E-21 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 1'-6" 7'-0" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com E-22 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 3'-10" 6-10" 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com OWNERSHIP AND USE OF DOCUMENTS © Copyright 2017 E-23 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 3'-10" 6'-10" 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com By Frank B.Ryan,Jr.AIA E-24 2630 Window-Double Hung-Marvin-Cottage_Style-WoodUltimate 3'-10" 6'-10" 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of ARC —Window Schedule — New—A-602.01 Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any Head Daylight Egress person, firm,corporation,or entity for any ever,except Mark Type Family Sill Height Height Area Head 2 Jamb 2 Manufacturer Model Window URL Comments purpose what�ttenconsent ofhthe express Frank B.Ryan,Jr.AIA and N-01 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 3'-6" 6'-6" 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com The Golden Mean Group,LLC. N-02 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 3'-6" 6-6" 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com N-03 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate T-6" 6'-6" 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com CONSULTANT: N-04 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 3'-6" 6-6" 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com N-05 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 1'-6" 7'-0" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com N-06 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2'-0" 71-6" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com CONSULTANT: N-07 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2'-0" 7'-6" 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com N-13 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 31-6" 6'-6" 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com N-14 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate T-6" 6'-6" 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com N-15 36" x 24" Transom with Trim 11-4" 3'-4" NOTES: ARC —Window Schedule — ORDER—A-602.01 Head Daylight Egress Phase Phase Mark Type Family Sill Height Height Area Head 2 Jamb 2 Manufacturer Model Window Created Demolished URL Comments q 1,1,21 El 1121,34,55 89,144,233 37 610 8 x 14 Louvered_Attic—Vent—Window-4264 2'-8" 3'-4" Existing None 8x14: 4 The 36" x24" Transom with Trim 1'-4" 3'-4" None GOLDEN MEAN 36" x 24": 2 G RO U P uc 2630Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 14 SF Marvin Windows and Doors WUDH3024/36 No lwww.marvin.com 2630: 10 Am fechra►Disi • facailityQx�cdfing . 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 110SF I Marvin Windows and Doors WUDH3024/36 INo 1www.marvin.com2MVCRaWng 2856: 23 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 y (203)410.5783 voice gmg@golden-mean.com JOB NAME: Peconic Landing 1500 Breaknock Road Greenport,rt, NY 11944 - - Ii . ; DATE: 1I-1uu1 il; I SCALE: As Noted DRAWN BY: FBR i Project Number. 17-257 l.; For Permit: 09/2612018 n Windows —A-602.01 ED/IRC Sheet No.: A-602.01 See Peconic Finishes Package for Up To Date Selections. DRAWING TITLE: Window Schedules & Details BID SET xr, �O U w, 0�8 O p ° s 1 TELD WEI�T 1 � Vw!�unws 04 V v �^ 5 �t PRODUCTS PCA':KIt:G & PROJECTS PFO=ESSONAL PRODUCT SUPPORT ltaVESTCJF RELATICt:, � o H^� ...'r-':•.=..6'°C'r'�H:r:.Prr•nr,rm Vnyf Do•.1t,:�H��q\":ndow 0 u PPEC, IUI',!V14YL DOUSL E-f iUtdD 1^'1r1C'OL"1 a Op:ions it,sp•_•d,ctdtIjisfor more op"Ions Price Range: ww m Qila Let u 7h,*7w Im aiklfes., I Modcl fFr••.n,�.r t� f i OWNERSHIP AND USE OF DOCUMENTS ! ® Copyright 2017 B I Grille Odslens �.L� r--. Frank B.Ryan,Jr.AIA C„1,r,1.: .,,., U 1-1 " !' � and The Golden Mean Group,LLC j The drawings Eeerier color ® ® � and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby options are owned and remain the property of Frank B.Ryan,Jr.AIA Architect L.w, and no part thereof shall be utilized by any - person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: ��pwA G-Scrie,Curb.MmintSkOi„ht. Y YQ SCO '`'r”"'r''° "!;'•aJ Arch itcctur.l!Commrrrial }�IIttII03tdt ,•,"� Ar.hitratural/C'omm<•r.iat ELMr)OR TvJce the Light,H31f the Cost Asn �o- .y.< t r.cvr r ,.r c,•ra eu o Te cat a ur Ten ro + ow Series-Drywall Access Doors CONSULTANT: 1r..�,a c m'.w o„a e••3acd irw<cr c:s a aro�c-E.�g ar ct mr c>tn lc.v,-• -- E-,--- r Sr, .c..,„1 nr�,r,.lM^'1 rtxrtxd pry ,v...,..drama'..,rtes vita,d.r+h:ca^hr,yu,r< MOON F Olin i 15 Gane Gaa•+^naed St•w w^ t0 r 10 m:'�'°-'G.':i V'.6v.tt•}'4 yP, �,-"-'• ' CMfea4 hr.aMr,d r•ar.tanla,.:a,t<IlatFa„urn aA�~ '� u.I,g•,:. wn+w,ut l..a.,.d,rn,�,l,rr.,rn... •a.•n rte.l.a ^• - - }pk 1ar,a a1r, ,n,he,r.u.A.n ,..'1,h;'.r. «•a _ <X.s,,c•� _'�'( I f� tp.,b Y..�fa,awrayx airuJ.J+i"I.urfi R.,,,.... .. ..-7 'Y _-`� ,j t --..�.,- ._.. Nrt• rn,rr'•ra+<. .,,'.,..nu:,•n,h,nnA. � ._,�„_d �,•G,,;rnwma a•'<t^r.•N 4} ._ �%�' � .. +I r r��m1:•.nrG!h.nGrt:/„+wn�N4, Ct baw.< t ,.r/ l G I1�.., „�ti�,r„f r: fnl;l,rn.+ n,<n a-•.eee a•.:w rra -- .,�••'r:�'l °rr.”'� FR Series-Fire RMed Access Doors ylat •,••n,•i,maar .... = NOTES: 1”. ;r m � + p^.rA�•nFC P r••+]}r:•;.ars 1p T 9,�'- mrr.,,pr r1„r.„.,.,,. R•L.R..-t„rf-wmh ta•-^ga•r,a•o 10.,0 .v,nrl.I,r;h,l'p tt.,:4gmc[rrr Tritht la,T , ,.,.d `7♦ `� 1a 44MINUTE FIRE RATED x i..n cru lsmrn.,.•n FU 4B, LMI(LOUVERS-METAL 1 r Gr.<ge qal<ar^<rra S••w P.••,!.: Ia a to •l1e<I.tl(1 ,',<+,1,n1!,n•alt ,I�r„1C, b'-axr_;_. tw�'G.aet... ... �•�^� i COrc<.a n!W,Y jrcv nate asixx ttt t5 nr'F' F,.�'.�^.(,v lcn+r :.i.aro w.•n tp.+p - .,.ww.n .....,..,..... ,w `-W._J s.-m , o.r, p^,Me a1,'^,•a ?3,11 2a'a+T 115 C W your BROSCO Dwl«for omw rear.or gar rrp.urerwwilri' 1,,A.r,.,e•fr,•,a.!:,.f anal l:,v'�I•e„• 'Gusr+er•a¢vnas re r:-wrd mer 6n a-a'r m...,t a--nw•.rs�rr-a. --- _ ,- __.i - mr:,.wn!,,:wr>fi•r",rac^wr0—rfaac ILra,<tnn w.s,Fx+?rn,.amr weld<dwla-t,c--v,.,s'M r+o Roof Access Match- , (,t+,,rr.a.'f..p:.a ' 1 5'K'3'.l'.••C,`..Yes.na•.,)wl••.l^'eM6:F<'c!<1�Y_I,S,:.[•,^i Mi.•5C.^.r 4�?1e::<s,••d•.rra<?^s'T<dl Va.k<c'.+a.w,e•,Ks•,a,+p „rG^<••Wa^'RN«jrrw•sy V.•r•Nr+}Ml 4r+'err.e,a�, ♦ •. ®J- _ F_._..: MOEN AFOL .._ �{. L M••v}r,.w<••rr.o<-w F--•a.�•ir-a.e.,r-r<,ae e.--r! .� j--; •.._. - _ -.. N.KK•I if��•<YNI,M^I•S+M I I br.tr,lr`n,>w1r••T,.a.`.•r Yli,'.,'O w-'t,..nn m.•,Yrn'TrFW , r �r�'r"° , r - ;>rMrr .R' rJrtx»`m •�.. 4 a� rai1 rrvxa•xN•�'r1aMw s<•w ti •a•ry•,. <"r a••Crl'f^u•`m Kf;w tt N'fJ,r.",Yi w�yw.r�; .. —I _ GZ 1,1,23$$1$21,34,5$ 144,233 377,610�'7. w. : ivx•r•n na•.•K m+rW vfr cl ... .. ., 1.;. rf •.-r.ra1•, er. .., a r.rw'^av-ro,.Y-•t, "'` ,E w t..- re w e�ICT _... ,. .. zr.'—.•<,w..t. � %x a^ac•,�••o-<r . ._rte ,.s,.. tI �� [pr,y �aMe l' r'H a••,nw-•.y.,,a { � �.+. Sa a'roSx, r."•„"••,<.t:F:, ...Vn-.w.`..-...... . DOOR LOUVE ;w- T The ME TAIL DRS- ,. ... -3f:. t..•r.e„s.m n'.,� _..S u<w're tar+tyn<+r+a•1•r•S. fWrA si— Y.,,♦r. _ .'t..v � I w.•w...ar.f•roN prr,G x• .w a;Y r^ p:f••• ;m .M GOLDEN r"EAN •1r.rw'2' 133 I .ra,rr,rarrr+.<-arer rrrr.. S.a-- 1 _ ••. .v!s'w,d n#<.a•^,O+C,�. +re+...,rx<;.s x^am opts•.,• •�. •� t"r _ �r, GROUPLLc _- _------- ----_--_6 CONSULT LOCAL CODES ON RFOUMFWNTS FOR u.a Y.!3'_r.v. U.u 31 RFOUIREO FIAT RATED OPENINGS 162 533 5J>' r-adfity ng &MVCRJWng 1 FIN —window& Skylight 1 Mercia Lane 2nd Floor Greenwich, CT 06830 (203)410-5783 voice 1.615 MM7 1TI2CL�7—j gmg@golden-mean.com JOB NAME: Peconic Landing 1500 Breaknock Road Greenport, NY 11944 FDATE,: 1/-1uu1 As Noted FBR 17-257 09/2612018 c�aED Ap -4 � r'nnvvv( 0 SheetN.0 A-�O�.O� See Peconic Finishes Package for Up To Date Selections. DRAWING TITLE: —_ Window & Skylight Products BID SET ~l V, O'J vv V O T PLU — Plumbing Fixture Schedule — Demolition —A-605.01 Mechanical Equipment Schedule—A-605.01 o A� 9 z 0Oo Mark Family and Type Manufactur a Mark Family and Type er ModelCZ : N 21 Water Closet- Flush Tank: Private - 1.6 gpf 1-01 Air Handling Unit-Split System -Vertical: 03 03 � b 23 Lavatory-Vanity: 30"x18" - Private 26 Shower Stall •- Rectangular: 52"x32" - Private 1-02 Water Heater. 40 Gallon -� x 1-03 25HBC5: 25HCB518 Carrier 25HCB518 0 i Corporation 1-04 25HBC5: 25HCB518 Carrier 25HCB518 a H PLU — Plumbing Fixture Schedule — Proposed —A-605.01 Corporation 1-06 Bathroom_Ceiling_Fan 71: Model FV-1 1VQ2 Panasonic FV-11 VQ2 Comments Type Mark Family and Type Manufacturer Model 1-07 Bathroom_Ceiling_Fan 71: Model FV-1 1VQ2 Panasonic FV-11VQ2 war matgLd i;7nr*7wma'/rror.. 1-08 Bathroom_Ceiling_Fan 71: Model FV-11 VQ2 Panasonic FV-11 VQ2 Floor Drain - Round: 5" Strainer- 2" Drain 2-01 Air Handling Unit- Split System -Vertical: 03 03 OWNERSHIP AND USE OF DOCUMENTS Floor Drain - Round: 5" Strainer- 2" Drain2-02 Water Heater: 40 Gallon © Cop eynt 2017 Frank B.Ryan,Jr.AIA and #107A :3hower Stall - Rectangular: 54" x 36 7/8" — The Golden Mean Group,LLC Freedom Accessible The drawings #107A AC-1 Toilet, aper holder 9389: Type 1 HVAC Air Terminal Schedule — Return —A-605.01 and all the ideas,arrangements,designs,and #107A AC-1 Toilet aper holder 9389: Type 1 plans indicated thereon or represented thereby #107A AC-2 'rowel_Bar_5288: Towel bar Bobrick Space: p Supply are owned and remain the Space: Actual Su I Frank B. an,Jr.AIA Architect #107A AC-2 'rowel Bar 5288: Towel bar Bobrick Number Space: Name Family and Type Size System Name Airflow and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express #107A AC-2 Towel_Bar_5288: Towel bar Bobrick #1078—Return written consent of #107A L-1 (Lavatory-Vanity: 30"X18" - Private 2-13 Kitdl in ReturnDiffuser-Hosted:Workplane-0ased ReturnDiffuser 12"x12" #1076—Return 125 CFM Frank B.Ryan,Jr.AIA and #107A L-2 (Lavatory- Oval: 25"x20" - Private The Golden Mean Group, #107A M-1 IMedicine_Cabinet 7783: 24"x30"(h) HVAC Air Terminal Schedule — Supply —A-605.01 CONSULTANT: #107A M-1 IMedicine_Cabinet_7783: 24"x30"(h) #107A S-1Sink Elkay_PSR Series-1 1664: PSR1918 ELKAY PSR1918 Space: Space: Actual Supply Number Space: Name Family and Type Size System Name Airflow #107A WC-1 'Water Closet- Flush Tank: Private - 1.6 gpf #107A WC-1 'Water Closet- Flush Tank: Private - 1.6 gpf #107A—Supply CONSULTANT: 1-14 Living Area Supply Diffuser-Square-Hosted:12"x 12" 6"x6" #107A—Supply 350 CFM #107B Shower Stall - Rectangular: 54" x 36 7/8" - 1-15 Kitchen Supply Diffuser-Square-Hosted:12"x 12" 6"x6" #107A—Supply 225 CFM Freedom Accessible 1-03 M.Bath Supply Diffuser-Square-Hosted:12"x 12" 6"x6" #107A—Supply 50 CFM 1-06 Pwdr. Supply Diffuser-Square-Hosted:12"x 12' 6"x6" #107A—Supply 25 CFM #1076 AC-1 'Toilet' paper holder 9389: Type 1 1-02 M.Br. Supply Diffuser-Square-Hosted:12"x 12" 6"x6" #107A—Supply 175 CFM NOTES: #107B AC-1 Toilet_paper holder_9389: Type 1 1-01 Garage Supply Diffuser-Square-Hosted:17x 12" 6"x6" #107A—Supply 200 CFM #1076 AC-2 Towel Bar 5288: Towel bar Bobrick 1-14 Living Area Supply Diffuser-Square-Hosted:12"x 12' 6"x6' #107A—Supply 350 CFM 1-10 Storage Supply Diffuser-Square-Hosted:12"x 12" 6"x6" #107A—Supply 50 CFM #107B AC-2 'Towel_Bar_5288: Towel bar Bobrick #107B AC-2 Towel_Bar_5288: Towel bar Bobrick #1076-supply #107B L-1 Lavatory -Vanity: 30"x18" - Private 2-04 M.Br. Supply Diffuser-Square-Hosted:12"x 12' 6"x6' #1076—Supply 150 CFM 2-02 Storage Supply Diffuser-Square-Hosted:12"x 12" 6"4" #107B—Supply 50 CFM #1076 L-2 Lavatory- Oval: 25"x20" - Private 2-10 Garage Supply Diffuser-Square-Hosted:12"x 12" 6"x6• #107B—Supply 175 CFM 234���213t #107B M-1 Medicine—Cabinet-7783: 24"x3O"(h) 2-13 Kitchen Supply Diffuser-Square-Hosted:12"x 12' 6"x6• #107B—Supply 125 CFM rg1,1, �14t3n61gsB7.. 2 #1076 M-1 Medicine_Cabinet 7783: 24"x30"(h) 2-14 Living Area supply Diffuser Square-Hosted:1Tx 12' 6"x6" #107B—Supply 350 CFM #1076 S-1 Sink_Elka _PSR Series_11664: PSR1918 ELKAY PSR1918 2-01 M.Bath supply Diffuser-Square-Hosted:l2"x12" 6"xs' #1078—supply 50 CFM The ��AA y 2-09 Pwdr. Supply Diffuser-Square-Hosted:l2'x 12' 6"x6" #107B—Supply 30 CFM GOLDEN MEAN #107B WC-1 Water Closet- Flush Tank: Private - 1.6 gpf 2-14 Living Area I Supply Diffuser-Square-Hosted:12"x 12" 6•x6" #1076—Sup* 350 CFM #1076 WC-1 Water Closet- Flush Tank: Private - 1.6 gpf GROUPLLc Mechanical Supply Air 1 — —. 1-15 Kitchen Retum Diffuser-Hosted:Workplane-based Return Diffuser 111TAT I Mechanical Supply Air 1 225 CFM I ,. Ard�itedual tksi MEP — Space Airflow Schedule —A-605.01 FbdIityarm&ng RmVcRami'ng Calculated Actual Supply Supply Airflow Number Name Airflow Airflow Delta System Type Type Mark Flow i - --- -{ - — i 1-01 Garage 200 CFM 200 CFM OCFM 1 Mercia Lane, 2nd Floor Supply Air 12"x 12" 9 200 CFM r,J 1-02 M.Br. 187 CFM 175 CFM 12 CFM Greenwich, CT 05830 Supply Air 12"x 12" 7 175 CFM 1-03 M.Bath 51 CFM 50 CFM 1 CFM (203)410-5783 voice Supply Air 12"x 12" 3 50 CFM - r - a 1-04 Pantry 7 CFM 0 CFM 7 CFM 1-05 Laund 11 CFM 0 CFM 11 CFM LJ rY f61E7X31 _._.__ _..__.. _..._.__...� 1-06 Pwdr. 21 CFM 25 CFM -4 CFM Supply Air 12"x 12" 4 25 CFM 1-07 M.Cl. 15 CFM 0 CFM 15 CFM gmg@golden-mean.com 1-08 M.Cl. 12 CFM 0 CFM 12 CFM 1-09 Lan. 6 CFM 0 CFM 6 CFM JOB NAME: 1-10 Storage 54 CFM 50 CFM 4 CFM f�! Supply Air 12"x 12• 11 50 CFM . f Peconic Landing & 1-11 Mech. 14 CFM 0 CFM 14 CFM 1-12 Coats 9 CFM 0 CFM 9 CFM 1-13 Hall 15 CFM 0 CFM 15 CFM 1500 Breaknock Road 1-14 Living Area 349 CFM 350 CFM -1 CFM Supply Air 12'x 12" 1 175 CFM Greenport, NY 11944 Supply Air 12'x 12" 10 175 CFM 1-15 Kitchen 217 CFM 225 CFM -8 CFM Supply Air 12"x 12" 2 225 CFM i -1 uu i � Supply Air Workplan-based Return Diffuser 25 500 CFM DATE: 2-01 M.Bath 54 CFM 50 CFM 4 CFM SCALE: As NotedDRAWN BY: FBR Supply Air 12"x 12" 16 50 CFM Project Number. 17-257 2-02 Storage 62 CFM 50 CFM 12 CFM For Permit: 0912612018 Bathroom Accessories —A-605.01 �Pl�u�mbing Fixtures —A-605.01 Supply Air 12"x 12" 12 50 CFM "�' = 11'O" 2-04 M.Br. 155 CFM 2-03 Hall 19 CFM 150 CFM 5 CFM Supply Air 12"x 12" 5 150 CFM 2-05 M.Cl. 12 CFM 0 CFM 12 CFM 2-06 M.Cl. 13 CFM 0 CFM 13 CFM 2-07 Coats 10 CFM 0 CFM 10 CFM QED 4RC 2-08 Lin. 9 CFM 0 CFM 9 CFM y�� 2-09 Mr. 26 CFM 30 CFM 4 CFM Supply Air 11TX17 17 30 CFM 2-10 Garage 161 CFM 175 CFM -14 CFM Supply Air 12'x 12" 13 175 CFM 2-11 Laundry 10 CFM 0 CFM 10 CFM F l0 2-12 Pantry 5 CFM 0 CFM 5 CFM 2-13 Kitchen 129 CFM 125 CFM 4 CFM Supply Air 12"x 12" 14 125 CFM Sheet No.: Retum Air Workplane-based Return Diffuser 19 500 CFM A-605, See Peconic Finishes Package for Up To Date Selections. 2-14 Living Area 359 CFM 350 CFM 9 CFM DRAWING TITLE: Supply Air 12"x 12" 15 175 CFM Supply Air 12"x12" 18 1175 CFM MEP Equipment 2-15 1 Mech. 114 CFM 10CFM 114 CFM BID SET h Z �4 ca Master r a pathShower c� 5d'x 36'!,'Freedarn Accessib;a Shower, Towel a r RobeHook Door r Eu N 53 x da Freedom Access,b,"e Shiver. - Right Main W rp Runt Dart n � '' y)a ::• ��;a r�iY1GtLLl Y,S�d/.1/L ur...,ad .n..xv ..u,a.svwvr w..,..-.... -_., i1. f sf USa2 625.00 USS1,8I8.00 [..�.,:. .___.,, _ w U O U • 1 `J _ ^s t1 C1 U - -ii 2sGo usslela.ao ,r ' .vat t—a _ TS '_); ,21 rx ,Tr aci 7 I" •,. e:.: '?. ).s :..y_„•�,:l r.,a ..,--: ..: :�f' t, '.'.:td , -swra..,..,w.,r..war�s.,. 8. fl -.&TCyyi"r"r'?.e�A 4 .t... t y k '. ...f.�'.• � '] _w.. dv e.,,s,.,... •r� 't 77 L 4�t a .�r.Za _ . .. ��,u .M ... ALA bE LN '1 :.L111.41ti st Ullatli. F n.ruc, lec /�` i SiGO f',:'� t ?:,.DO IN f dRF err Lrnc,l nE �� r/ ;k _d7y{l rrgl __•�r. - - �"Ei '"5.r d �' � :�.,-�', �,`',`�'=�ta �� � Wien Vlb a1/q Ld(b 7hrirc 7iaaf mRikiFae+rer:. OWNERSHIP AND USE OF DOCUMENTS Toilet © Copyright 2017 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings American Standard I1411A.1 4.020 ® and all the ideas,arrangements,designs,and A: cvF r �;, ... t....:. . .: . .:.::. .. r TP aper Holder Towel Ring Vanity plans indicated thereon or represented thereby �a_.+.=.... �/,Y�t«Arr,j rG.uL ,.�.. .,,_u, .,�,,.,:r,•., ,„.:,r".:...� s '�� rf�iut/l are ownedrty of ....,, ss9s 20 , ❑a o an B.Ryan,Jr. t and or art thereof shall by any TS ,P_Ftod a 0 I d y P } person, firm,corporation,or entity for any , ° ' " ^ E _._ ,' " ' purpose whatsoever,except with the express I t•�--I ;g`4r+� ''qx..�?, rT 3.r r rl t_.. µ '.,�a"Pn,Sre}j° t T.tw r �� t t , written consent of ,v. Fr B RyanJr.d and The Golden Mean Group,LLC. 343,00 . ,a .• ? 'J, �1s CONSULTANT: , CONSULTANT: Powder loom ✓l/"tee.1-5ty&U1 �,....N,. .,,u. .µ,...�..,.�. ,.,,..ru..,.,i.. rY .. i i{N Y' t! NOTES: DESIGNHOUSE v 3 U13U UOU � )r+Cr -t i::(t.`;�'.il //J��1�� •.Et atlt�cNv1¢tf xc..rs, o..,ut a .csLAu.c. a r. L/* r�Ft.J � ':_tt Vet wi 9u rd Urs+..,:9aniri 36•. 1V/1 �'� Counter Top ® Powder ROOM v s.sa 1 i. f £spri,sr,a5.,2r1 .iw.. ..� .r,.e.;l..•..w �'^ ; __ ,. a�'' ,- .,: s.:uwC_wx•.w"...«a•—^.^ _»i,u. 3.::,3 .iNwY,..x..:u .4.,.rN Ur hm P [ ,« ! � r .` t[,1 s.r,r• ..- ....<.._ '� r .. 8 Q.IIL e1 .. _._.'^_Q.w ..... T1!'!:(n,. O:..r ni-.i n...rx U'"Y"..U..:. O-"...:.� .,n..,,:' _. � ... All ;t.'�t. �' •a ,.r rd f a+.. ...... 10 SILESTONE _ rY — ' Q 11,21@4112134,5�68 144 2M 37761LI 99. _. • 4M, .v'S.r:,. 'serfs[... Phoenix J The } , GOLDEN SEAN F. GROUPLLc ------ Master --Master �ath room Faclityc6►g ` cpaWtV 11''1 SIMON c/tiwliCn/cs�iVulnkl u,.H-oy r,c.r•. .arta.:...r.,, r.wl:,rcr,w 3 r- —_ .--...---_ c.y., W e,u c1 Uc..,K.:. . ._:-..c.�..., YI{!U®!1 .._ .t4aa W l'-,c limse'a,.facs!.rn•..rr .•y- t `1?':t - 1 .,in--r.1 C' —d D-11 Ur 5 r J,.n,c/36. i r 3t�r T a tw1 a sa - $605' counter To F p - Master as er Bath .L , , 1 Mercia Lane, _ ._.. " " U u. ti:t - _ - _ Greenwich, CT 0630 .:._. . _ '-_;:, .. .,:.::.........:,.:. - _... ,,,,,:•ate•_. x„a :-.rr�r 10 SILESTONE t o ®SILESTONE (203)410-5783 voice Bianco Urian Eternal Statuario 3 a gmg@golden mean.com N BCUST n JOB NAME: xhaust Vanit Y Light (2)Wall LI ®o Peconic Landing 1500 Breaknock Road ®ROAN' Greenpoft, NY 11944 _. XBa0L1 wF ULTRA GREEFP'"S:r.e58)CFh15 jc + �* w S;Yd F,sYLEU Ii=yrt,R[!arrGced,a El[_V r DATE: 17-1001 EUERGv START etas Eff:C: A 201a : ' ^; SCALE: AS Noted v yetl, ........� DRAWN BY: FBR Protect Number. 17-257 -- .. For Permit: 0912612018 fur r, i 1 FIN -- Toilet Fixtures 0�T> 611 = 1 -0 9� A Sheet No.: A-701,-.05 See Peconic Finishes Package for Up To Date Selections. DRAWING TITLE: Bathroom Products BID SET „9 \0 M� O a `�� c5 d ed Nk 14 0 Whan 1/1.6 aj/0 let lb 7hrik That maild F © Copyright 2017 FRP AND USE OF DOCUMENTS PYn9 49 By rank B.Ryan,Jr.AIA olden Mean Group,LLC _ 9 and The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of F� r � Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any ��✓������•/� 1 � person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B Jr AIA andThe Golden Mean Group,LLC. CONSULTANT: 3 f CONSULTANT. NOTES Q 1,1,2$x$1$21,34 5E W,144, 377,61Q W... The GOLDEN MEAN 3D Model NE — Existing n3D Model NW— Existing GROUPLLC A►>rhitocU&Dadgi FaalityQrmbng -%akgc flaming Tri 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 r (203)410-5783 voice �f 1.61131 17:_ grog@golden-mean.com JOB NAME Peconic Landing r 1500 Breaknock Road Greenport, NY 11944 AM r r.- ' > ” DATE: 17-1001 SCALE. As Noted �4 � DRAWN BY: FBR Project Number: 17-257 For Permit 09126/2018 El It, ED SRC —4 F OF N Yr y Aeet No-: A-901 .0 RAVVING TITLE. 3 3D Model SE -- Existing---------------- Model SW -- Existing 3D Views -- Existing , f f .� `® C3 A w a Or 1�1�1it . . -1 H - Y VYA7 mLI.lrtJ,LA l.01!l/It II Kl YIG QJIl1 Ff,M:'�f.-. 6 OWNERSHIP AND USE OF DOCUMENTS © Copynght 2017 B Frank B.Ryan,Jr.AIA and j`$a ,; y~ ' t• The Golden Mean Group.LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan.Jr.AIA Architect 1 � and no part thereof shall be utilized by any - ��: r��'r fr�r�- __ � person, firm,corporation,or entity or any r. ` r ' � purpose whatsoever,except with theexpress l ��'r �f r Frank B.Ryan,Jr.AIA _ ( 'r lr� ✓ � % ,- ;: .:,"� w r \ /�: '""✓d �"i'.r and The Golden Mean Group,LLC. J�✓ f T. CONSULTANT: Y �t �sir�,.•',� i ' - .; ., � ,y��.. ,�,1. �y 111 l 4 i! i CONSULTANT 1 , 1l J�tl �11��fi�1 NOTES. Q 1,1,2��a 1� 34548R144.2 377,61Q%7... The GOLDEN MEAN 3D Model NE_-- Proposed ____ 3D Model NW -- Proposed GR®UP�Lc ArdirechM R dlityQrts�kng -%ab#c Furring -, • - 1 Mercia Lane, 2nd Am, K. r cl Greenwich, CT 06830 !?,w r i� ''� ��" (203)410-5783 voice ay 1.61RL�7 t � gmg@golden-mean.com � � 4 — - < `� ^."F.► JOB NAME: Peconic Landing X17 ,..y' �� .. i✓ �'�' t� 1500 Breaknock Road -�;� : � .. , -.•i... fry,,.- r j ;``=`= -'%''' Green ort NY 11944 �r f " 17-1001 SCALE. As Noted ' S DRAWN BY: FBR Project Number: 17-257 For Permit: 09/26/2018 t 4. 1 k r / r ' L_ n ' 1 i i I E>itEID SIR 1 - t w �r l / �F NE`I�-1 l 7 04 Ma. 0 Til : 1�1 1`r1 Sheet No. A-901 .02 A a �� 111T1 lll�� DRAWING TITLE. 3D Views -- Proposed r�3D Model SE — ProposedD Model SW -- Proposed q h �i 0 Y >~ a r. d .. b a� o Vt wma Ai Lett -Ryk71StmaildFamEr -- —m OWNERSHIP AND USE OF DOCUMENTS Copyright 2017 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and } The Golden Mean Group,LLC. '01 CONSULTANT: CONSULTANT: NOTES: • Q 1,1, 1� 34,5�BR 144,Z 377,61q Sly/... The _ GOLDEN It,111EAN w, �r E GROUPLLc i ` 1 Pilercia Lane, 2nd Floor Greenwich CT 06830 (203)410-5783 voice , ' - t618 7 1772M.. gmg@golden-mean.com JOB NAME: a t Peconic Landing ' r 1500 Breaknock Road Greenport, NY 11944 4� .r T P - DATE: 1 t-1001 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 For Permit: 09/26/2018 O ARC FoF F�,�a Sheet No,: E-1 02.0 DRAWING TITLE: Level 1 — MEP Plan - Electrical First Floor MEP Electrial U 1/41' = 1'-0" Layout — Proposed BID SET ®ems �� � - - _ , 6 _ , _ �_ O= N " r• ''O, _r+ _Q •h U 1 - ,;' n .. OdI. -�Ft _j � C'w. t� S, N ii,..., Py 7 I I 1 Y - - i( N - - Com- Y. 11 men n t/t�'awc/ Let a-ww* I/t='E�iICI FCYBL'�Y:.. { I ._„__ -- .,. .,. OWNERSHIP AND USE OF DOCUMENTS - --- -- . ,: i; 0 Co n ht2017 _ _ _ __ :, Copyright J �:,�I I I s ww.. BY + ! .: fRyan, _-_ ---- Frank B. Jr.AIA 1 _ j and I , .r - The Golden h�lean Group,LLC -- - t p, i:, 1 .: II „ , , ,m , , 71 a:i, } : - - f , 3.,< , (.k , .< Theiiravain s 1 } g , :. . , , 3 { 1•,: f and all the Ideas arrangements,ements tlesl ns and !;I k , 9 designs, i, lens indicated thereon or represented thereby t ” F_: - - i .a P p Y , r P are owned and remain the property of t 11 i h 1 } p p / f , i , I - , rrri Frank B.Ryan,Jr.AIA Ar ch elect ` Y , r t , and no a thereof fi rt the sal be utilized b a I p n Y , , Y a , i ` i -. person,n firm r o corporation,a6on or entity for an p rP f I I Y ,+ I , : € , u o5e whets`ev r ek wi h I o e ce t t the ex ress r _. p f ' p : - rp p t ._,. - P ( written en n t co s.nt of r ,, 1 , 1.. . Frank B.R n r , I : d J.AiA f ; i ' i t a I F t , , he G lel M ZI T nen teen Grou LL . , g � p. C , , S } - 3 x } .. ;. ,. ,. _ ,. 11, , '. _ d N LT II 11 CO SU ANT. � . i s 3 . �11' :— :F � '11, I ;� t , ,,, I -.t. - .. 11 -. i ...-.. . ..:_.. ..:...... .:... CONSULTANT: s � s l :mow: , ,f T dN �..i ': , - i , :" ry :: : 'n ..+. S _.. _ ..- :j : j; , , „_s I i' } - , I 11 } t t t , #.. _s , f. { , ' NOTES. . , - I 11 i f -, i :: I ,.:,..... , : r t ,: - $ _ S r . l < I _ rr , 1 . t t r t {{ t gi �: i I :. ..- a -' , -5 [ i : .- -'. I: Y _ 3 , r , _ t _I < x - f.' ,,. _ ;t t'- _' _ _ ,.. I , ., < , - - c '1- . .a : 1..." {. .. ;. - 1 �, 3 r i.. 4 E- , I Id. :.: , f - i _ - I ��-'( 5 - -- # ,S i t a 9 , .. { TI _ . 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S - # - - - _ - 13 1 i I.- _ , , s I i I i i?':,f 9 'I ' } _ , r - - i { �. t i 3 - 1 S r .Ra.. .w.s-.xe. $ - - I 11 . 3 f , i.; ', ij t } :f' $ .,, i _ _ {p3ps!il ii - Ji Ii { 1 , t ,, 1 Mercia Lane, 2nd Floor I r I , U1713f �111 -,: 2 t € ,f E . 1. 31 Greenwich, T 06830 : i =, [ _ A V. r _ . , it ; ri _ _ -a # .s--_._— _._._ _,. _ _... ._._,.._,. ._._._ . f — — - — _ _ _ — — _�. — - , r — `� s �, — — — — 1 3 I _ _ tI r� 2I I03 410 5733 voice ! t' fF I I I � . � I � : , } E_: § i ( I k 11 [ i - Ir k- {t$ �L_""_-"'_11r.,'• r i ,,Z 1 - - '`�', i, a -i _ i. 8 ,'.� !I 2 _. ._. ,_ _.. Fi i r :� 9 { I I� I I i, 3 s 'r , —Y D I f iI I i tl 1 i _ l,i l` I r I I 1.61�3�"749M&&, i_c6 3&5`6,�311772M. I' €€ i ( ; I _ �� p � # y m ;a 1 I s ` R 9m9@golden-mean.com 1 i i j l � t { ii i yyy t E j i N, j i i JOB NAME: 1 s i t ± ; ti;r econic Ldn # d t i # iF,sa ! t . _ i t 11 i" I I ,it t i I I t ,s ? 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I I I I— . } I 1._1 t - 1_1 11� i I i' 1 i _. IF - Al i I , i 1 / _ .. _ Aqy . 4t ♦I , �,�f� ._„ <.: . .- r �. r I S ty ��A� R •" i I - - , _ . p -.... ,-._.. I5. r�' { - {— " �J"4 " I I q - 1 t ,�< i "I I� fI I ( S # 1f �j• 2'13 . s 1 t ' V $ t t Ip -iP t� F ✓� , 1 C, ,[[ifrf" y I, 11 11M-102.01 I I Sheet No:: 'i - 1, I DRAWING TITLE: . First Floor MEP Plumbing , i � 11 Level 1 - MEP Plan - Pi pin - Proposed 1 1/4`' = 1'-011 i � 11 BID SET - d1 ­1I 'll i d .. �_ .. I 11I . . i I I - - I . `':- , ,.`.. li ; .: < »..., I - _.«,._ , .. .,- - - _ 1 . ® :, i . r .■®.� I _ _ _ . n I _, - t - _ 2y. F..' I - n.- . 11 _ v :. _ :;:. - - r -:fir N HVAC Zone Schedule � : ,�., _ - o Y u ..� Calculated 1•..1 r. l d � 0 . .:<. , N C: N 11,V. . d ':: .-, : COOK n 11 , �. .- a I 9 F Q V, Loa _ , {`da d me � , N L V w . - '.. .. - 7 Default N I I Not I I I , - : ._ G .:. Com ut d - „� Computed #107 A 1. 46101:- , r I ,I "�' _, , ,. B /h - r 1 to � . S7 , N_ --. 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S' 1 - -.,.«�.--,� -_ - r .,..:�., ..-..__ :-_:::�.. ......:.:.._ r�»-.-.-:..ter...-_, '..: ';.: ,-,....:,.,:. :.:sem.•. _._ 7 ..-.__...._.___._- ___—._ -. { L I I I , I , ,, 131 ", 16 - j — 17 i 5 iSO ` s =30 CFM a 50 CFM �. Y, I i_.,_. _ - - rr 1 i a _..__..r .. ._., _ , pp , • I _ 9 i 11 I I # s _ i j 3 W r 200 CFM I 50 CFM I i d I: I s 19 _ - d :I f t 500 CFM , d ;. j t , I 4 `` , I i ! l � . . j I z r 1 i ' € I j, I f -, m_ --_ _- -._._. -,--,----,- i i 3 175 CFM s — I,-- 4 i -101. , , -- i ' - - i 1 erci Lane 2nd Floor � 3 , a � � I , I t1 ff s1\ reen tch� 30 _ . . - _ — r — — — � I 175 CFM =, ; � it j € - , ., { i (203)49Q 5783 voice ,---_ 1 . I I iI € a { � r s 1.61 7 4<�!BMX5M177Z 9. s ' F EJ ; 14 I 3 s 7 I er — — 1125 CF t 9@9 l I i m olden mean.eom i i s 1 i i t I I r- _ , t t t 1, i r JOB NAME: 3 , . I K _ k i3 , g ff ' 3 1 � 'I IJ ? IE I _ rI � I, I =_ I.­.... ­___.J .I � IPecon c Landing I j W i� �50 CFM i I Id t t h t [-_ __ 18 ; 1500 Bre noc Road ( ' I I � 11 I rl : _�� 175 cFnn I r e ort 'NY `�1944 f ' a .. _ - , ,! s t s _. , ° t 11 _.. _ t _ .. _ s 1 y w _. _ _._ _ -- __._g C_4. y.- - t. __ __ 4 t _ .. _._ - .._ ._- _ - - DINE: 17-1001 T_r _ ___..____ Y______-_______,_______,_.__.__.___ _..— __.___---_-_-_,____-_.___,-.__,._,______,_-�..._-_ .,_____-_.—___-.__._..-_-- .---._._ r I I s i S I 1 1 i t i SCALE: As Noted I i { I €; } ,i ,I DRAWN BY: FBR g ,i (f ' s 17-2�a7 (D! I i Project Number: For Permit: 09/2612018 } ti 4 `` w® I 1. 1 Level 1 -- RCP MEP Plan ��� �. ." . ar�1 � 0 �{p `. ' '� ��F I -,tz 1 -t ' . c1 :N .®- Sheet No.: M 02'.o DRAWING TITLE: First Floor MEP Ductwork -- Proposed BID SET Ik�4 Zi U-�Q Fib IIC11 I II7htk W-d P16 aild r VV.M aj/4 W LL Faaw IIIIOWNERSHIP AND USE OF DOCUMENTS Iq) Copyright 2017 By Frank B.Ryan,Jr.AIA---- --------- and IThe Golden Mean Group,LLC The drawings Iand all the ideas,arrangements,designs,and plans indicated thereon or represented thereby Iare owned and remain the property of IFrank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any urpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC.CONSULTANT:ICONSULTANT:INOTES:II ........I011, I-L IThe II 1 7 OLDEN MEAN,LLC GROUP II11 3 IFadifty Qmkng RMWCR&dng II2nd Floor I Mercia'Lah e IGreenwich, CT 16830 IIIIII -5783 Voic (203)410 I618O339W49894&&0i5%834%5M 7?Z". gmg@golden-mean.coni IIIIIIIJOB NAME: IIIPeconic Landing IIId I1500 Breaknock.Roa Greenport NY 11944 IIIIIf DATE: Noted SCALE: IDRAWN BY: FBR -257 Project Number: 17 For Permit: 09/2612018 IIII3D MEP Ductwork II-D IShe�et No.: M-901 001 DRAWING TITLE:MEP DuctWork IIBID SET III 0 5, vvEn mam Let u,7hrk7idvt6aiidFa&der.. OWNERSHIP AND USE OF DOCUMENTS Copyright 2017 By - Frank B.Ryan,Jr.,AIA' nd The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby ............ are owned and remain the property of Frank B.Ryan,Jr.AIA Architect a 9 0 y and n part thereof shall be utiliied by person, firm,corporation,or entity for any purp use whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: CONSULTANT: 00 t 0 1,1,Z 13 0,3�5�M 144 233 3�7 61Q 991.. The "OLDEN MEAN G U LLC ROUP L fill LL < 10 filditectud Cm ng adifty &C ye Ra v ing K I Mercia Lane, 2n-' A d oor Greenwich, CT 06830 (203)410-5783 voice -11T /2M.. g @golden-meanxom rng JOB NAME: Peco'nic Landing 1500 Breaknock Road Greenport, N 3D MEP Sanitary DATE: 17-1001 SCALE: As Noted FBR DRAWN BY: --257 Project Number. For Permit: 09/2612018 A.9 C1, SheetNo. M-901 .02 DRAWING TITLE: MEP Sanitary Bib SET �r i iS} r Sf v"", l ,H f i : Y # wm - x w G s feu P Ag " 3 t�Eidlc�L�LIJ-TFrryC lid vibE.i(d Ftmw.. - OWNERSHIP AND USE OF DOCUMENTS i © CopygYht 2017 1'. .,,, Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings s and all the ideas,arrangements;designs,and 3 r plans indicated thereon or represented thereby 1 r are owned and remain the property of and no art thereof shall b Architect t FraB.Ryan,Jr. part Ale utilized by any t # V person, firm,corpbratian,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and 0 The Golden Mean Group,LLC. z r= =.k .M CONSULTANT: a � r5 AG t ; uz Y r CONSULTANT: d r x �s:: NOTES: 3D -- MEP Sanitary Piping #107B 2 rY p 9 , 3 Y t ; 1 k�17' MIJ , 0 7'1 92134 X144 v,r .�. '::: ,;:-'i^ r 'r+.';''dt ;_.f: -:;i -�.r:-S' ,d _�^' wh+..: .. .\_i t" -rC.'.-1 ,p '1., �:r .:d�• .. - tt f , - i 5 �Z , --,:.. ..,.;:.',�� r. •,q7 t Y �'. '.,ro e-- ,� ^C:... ,"".,,. � 'zY;z .:.'�, ^'-biz..,, t ,:k` 7*�_i '` ,' >;,A _ : n:4. s,,y, 9Th 2x..r .';..r.H ,a ,..-- :a 7 r '� ';�•r -� �t�^'� ?.z�;•,r'- .- r �:. a' f ,..- , �,,.;T. q � � " ^rGOLDEN MEAN .,-. Y^f as�„rti'" �� ,..�. {ayd,.. .x S -. s•1s .-s f',''a .,::`^' ; t •,r:,._�' .n -: e d' '.�,' r� c". '� ,;-,r ° `",,..- •n ,is ,l'd, s ,k5ti 1 t ",.;:�:' r��o ':,; x.: ,� arsm t ,��, �,• •a.�g� x., ^ ,>,y.. , N, a� 't .,.s Ai'�'`� �,;?Y, -:? - '.,a,�o. : .,a,* . ,....,.... 1,; _ _ _ g p GROUPL i,r`(S 'hl t f4 �#sS - ,a+ �.,•' I'S 5 � t' RN r m cNLyf/t�j/among i r i I MerciaLang 2nd ®r 3D -- MEP SanitaryPiping #1 07A `y Q ? Greenwich, CT 06830 , x ,t (203)410-5783 voice 9.69i�;Xl1& 1T1dX��.. 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I �I � ,I I I I I I I I I I I � I I I � � 5-',' .� a I I- � I � I � I I I I I I I I I� I I n I I � I I 11 I n I. I I I �.I - I 11 I � I I . � I I � I � I � I — I I I �0 " � 1 4 1 - , I , "� . I I I I I I � I I� I I I � . I � I I I I I i � -9 6 -- � � 6— I I I 11 11 I � I I r � � � . .1 I I I I I I I I � � I I � I I I ''. ' , � 6 —,,1 , , , I - I � I , A 1 1 1 . I I I I I I I I � I I I I I � I I � I I I I �� �I I � � I I - I � � I I I I �I . I � ��I I I I, j I ���.,,f� �", ,� ,I -�� , - I I iI I � I I I � I I 11 I I � I I I I I I I,� � I I I � I I I � I I I � I I I � I �I I � I I 11 I I I I , I ����-� , .�,:-,, � I: i I I I � I I I I . . I I" I I I� � I I I I I I I � I � I I I I I I I I � � . � I I � � I I , ", � I �' � I � � I � I I I I I I I . � . � I I I - I I I , � I I I I - I I (—�I �4. I I — — " � 1 I � . � I I I I I I �. I � I I I � �� � ,� I - I � � � I I �,� " I I I � I � . � I � — I � I I I I � I � I I I I I � I I I I I 11 I 1. — I � 1,�i� � I , ' I I�,� � i � I I I I I I I I I � I � I I I I I I I : I � � - I I I �� I I I 1 I I � I I � I I I I I I I �� � 11 1, � I , � -�., 0,� I� i:; � I I I � � I I I I I , � I � . I I I � 12 1 1 � I � I I I I I I I I I I I �', I I I I I I I I I I -� I I . � I I� I 11 1 I I I I I I "� II , � � I I, , � - , 2, ,, I I � I I I I � I I . � " � I � I I I I I I I � I I I , � I I." 5 �, �,L , , . I . I I I I I � �I I I I I � � 1 I � , I I I I 11 - � i I I � I � � I I I I � I I 11 I . I � � � I � � I 11 � I I I I I I I I I t I 11, I- I-0. � I I I I, ..-12 , , �! I -1 II � I I � I I I " I . 11 ­ I I 11 I I - % I '' 1 i , I I I I I I I 11 I I I ,� I I I I I I � , �� � I 11 I I I I I - I I I - - I I I I - . I ", . I � 11 I U� I 0 1 I - I i I I I I I I � '' I I I I I :'- ''I I " � I � Z I I I I I I I I I I - 1 � I : � I I -1 I � : I I I I I . � I I 11 I I 11 'I I I I � I I i I I I ' � . I I I I I � I I I I � I I I � I I � - � I � I 1� I I � � o : I I I � � I I � I I - I I -I I I I I - I �� I . I I I I I � I I � I � I I I I . I , I I - I I I I I I I I I I I I I I I -�' 11 I I � I '' �, I -I� I I 11 i I � I � I I I . I I I "I � �I I I I I I I " I I I I I I I I I 11 I � I I " � I I � I . 11 -�- : I � i , � I I I I I I I I� I I � I I I, I 11 I � � I I � .I I I � � �: - � � .1 I- A I I �I I 1 7 1 ' ' I I � I I � I � I I I I I I � I I I � . I I I - I I � I I I I I I I . , " . I I �I I� I � I I � -- TL .. � � I I I i I � � � I : I , I r � . � I I I I , I I I I � :i""' "�'-��, -� %, I� ., iI I I I � � I I � � � I I I I�I ,�I � I �I I I I I I � � I � I; I � � I � ' I � I � I I� 11 . I i : I � � I ,� I I : � I I- � 1-4 I 11 ,, -6 � I I I I I I I I � I � I I ,, � I I � I I I I 11, � I I � I I I � I I �� � I � I I I I 1 � I I � , ' ', I I I I I I I � I I I I I I � I . I � I , I - I I � I I I I I I I � �� I I I I I I I I I ''I � I I 11 I I 1� I I I � � .. V I I � � , . I I � I � . I I � ,. I � I I I I �I I I I I � I I I I I - I I ? , , , I I 11 I I :V..d � , : , 1�1 - � n � I I I �- - I I �I I I � I I � I I I I I I I � I I I I I " 11 � I I I � I I� I I I I I I I I 11 � � I� ,, I I - I I I I �- I i " �, .I " I I I I � � I � I I � I I I I ,� � I I I - � I I . I I I I 1. � I I I , :;"� '� I I R i � � � i I � I I I . I I I I I I I I I , � I I I ,� I . 1. I I � � I I � � I � � I � I � I — I I I I� �' �., � i 1, I I I I I I I I I I � I — I I , I I I i , I I I — I I � I � i�� � 11 I I I I I ; I I I � � 1 I � �:, . � 11 � I I , � . I I - I � I � I I I � : I I � I I I I, � I , I. �I I I � ,I I I I � I � ��0 1 1 �� E,�� � � I I I I- I I I I I I � I I I I � , � I I I I � : I I I I I I . � 1, I� I I -,, � I ,, -,, ;I I I I I I I I � I � I �� 'r I I I I I I� � I I I I I , I� I - I � � I ; I I I I ,� I I I I I I � I I I I I � . . I� I I I I I I I I I I I � ,I I � � I I � � I I � -(�� `� I I I � I I � I I � � I I I i I I �� � I I I - I � � I I I I I � I .1, I I I � I I I I I I � o I I I I � � I � I , ,� , I I I I � � I — ,I I I I I I I I I I I , � I I ; I I I I I I , - � . � I I I . 1 I I . I I �, I I I I I I I I I I � I � I I I I I I I I � , I � � �ib; �12 '' I I I I Z - � I I � I I � I I I I I I I I I . I I . I 11 I I I� : I I . - I' I � I I � I I � I I 11 , i I I I , � I � I - I � � I � - I I � I I . � I I I I - � � I I � I � I I � I I 11 J ,� I I I I I I - I I I � - '�I I I I I I I I � I - . I I 11 C-41 , I>�— I �,,1 : P-, I : � � I � I I . 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I I I I � I - I � 11 11 � I I � ,� I I � : I I I I I I I - -1 I 1 I I I �'. 11 I 11 � I I I � ''I 11 I I � 11 ��� I I I I I � � I � � I I I I I I � I I ,� . I . I I I I I "I I I - I I I I I I I I ��' � �11 " I � 'I, I I I I '� I I I I 1. � I I -1 I I I � @ Copyright 2017 1 1 1 1 1 1 1 1 1 . I �' I I I I I I� I � 11 I r I I I � I - I I � I I I I I � . I. I - I ,i I I " I I � I I� I � '' 11 I I I I� I I I � I I I ' I � I I I I � I I I . I I � I I I , I I I I I I 1, I I I � I I I � I � I By � , - I I I � � I I I I . 1:1 I I r I I I : I I r � I I � 1, � I I � I I I I I I I I I I I I � I I I I� � I I I I � � ,� � I I I I I - �I I I� I � .I � I 1. ,� � � I - � �I I I I I � "I I I I � I � I � - I - � I I I I I I I � I r� �' I I I � 11 I : I I I I I r I I � I I I I I I � I I I I I I 11 I I I � : I I I I I I I. I .� I Frank B.Ryan,Jr.AIA 11 I I I � I I I � I I I I I I � I � I - I I I I I . 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I I � I � I i I i I � i � I I �i I ;f � I I I I I I I I� I I I I I I � I 1 1 z I H I I I � I I I- � I i . � �i I . I I I , I � I I I I I � I' -t . I ,, - i 1 �� f � � � I I � i � I I I I i I : I I I � � 1� ' I I I I � I I � I� I and all the ideas,arrangements,designs,and ' � ir I � �� I I I - � I � I I I I i I I � 1 2 � I I I I I� � I I � I � I I I I I I I � I! � ; i f ,, I i� � I I I I I I � I I � I � I I I � � I I I I I - I H ; I , I , - i i I i , I i 1 1 I ; I I I � � � I r I I - !, i i � I 1 �, 1i ' � It �11 � 3 i I � it � � % I I I I I I I I,� I I . I I I � I I I � I I I I I � I I I I i I I � I I I it '' " 1� !� � I Ir � � 4 i !i I t I I I I : t ,I � 1, I I � I � r, I I I � � I I I I . - . I � � plans indicated thereon or represented thereby . I I I I � I I � . � I � i I ,, 1 i I I . t I � � I I I I� I I f � f� 2 i i �I , rl , � � I 11 � 11 I � �I I I � - 11 I i I : I � I I I ! i j i, : H 1; � I � H I , I � I I I ! .� I . ! I f i I ; � I � � I I I I � � ! . 11 i I i i I � I it , it I I I I � I I � � I I I i� I i 4 1 3 1 1 �f I : 11 i t� I I I I I � I i i � � I I! I i I 11 I I I I I � i! il i h I t 1 , j I I 1 � �It i . 11 . � � � I � are owned and remain the propeftyof I 11 � I I . I il I � � i I I � I i I I 1� ! if I . � I 11 I � 11 I I - . I � I I I I I� I I I I � � � I I I I r I it r � I I I I i I t � � if � I . I I I I .1 � I , , , I 1� I . I I � � I '' I i � I I I I 11 � I i N � 3 1 1 ! � I 11 ! ��' "I �� I � . � I 1 � I � � � : I I I �� � � � � � I I I S I I :'' i I I I ''I I i il I � I ? I I � Ji � � I I I 11 I r � I Frank B.Ryan,Jr.AIA Architect �I I I i; . � � H I - I I I I I I � I I . I � I �, I . - . 1 1 1 i 1 1 � I I � I I : I� - � I � � � I � � I I � I I � I I I I I L I � I � I � I !I �! 5 � t I � I I I I I I- I I I I I I i i I I r I N I ,i,� " 0 I I I � I I I I I I I I I I I I I I I I I- I H I i I I I � r I it I .1 11 I i I I I . . � I � I - I I I I I �I � 11 �I - I I � I I I i I i ]l I t i� � � I I ii ! ' I � I and no part thereof shall be utilized by any . � I I � I ,, ; � r I � 1, I I -, � � i P It I ! ! I Z I a 1 � I I � I � I I I I I � I I I . t � � � I � I I I i I � I I 1 � I I i � I I I I I � I � I � �1 i I I � I- I I i ! !1 1 t I � I I I i t I I I I� 11 I I � I c I � . I � � , I I I I I I� I I I I � I 11 I I i � I I �i I I I t i I i � � I I I I I T i� It 1, I I I I I � � � I - ,� I I I I � I I � I I i it f f� i r any ' � i t - I I � I I �I I I I� I i� i � �. I I I . I I I t '�: � 1, I I. I I � I I � � . person, firm,corporation,or entity fo I I I � I � � �r I I� I i i i i I 6 � � :� I � I, I f, I� i i I � � I I I I I I I I I , I I I � � I I I I 4 I I N I 11 " I � ;! -1 � �� , r I � � I it � � I 11 I I � � �' : I I I � I I I I I I I � I I I I I I � . I I � . -� I � � i I I I � il I I , 1i i I I i r I i I � I I � I I I � � � I I � I I .I I I I I � I I I �' I I � I I I - ,r, : I I I - I I I I I I 1 �i i I 2� 1, I � I I I I I I I I I I I I 1 � 1 - i it I it f � t I I I � � I I I I i � � , - i �4 t i �I I I i I r I - � I t I i� I 1 4� 1 1 - . I I I I I � I purpose whatsoever,except with the express I � I �: i I , 1 J I I .' i f, I i I I � I � � I � r. I I � I I I � I I I � I ' � � i! i , I �i I I , i i J I . I I� � . � I I � I I I � I I I I � I I I . I I I I� �i I ; I I L I, � I I I I I I ;I I I , � I , I� i I I I I I I � . . ,� I I I � I I- � I � - I, I written consent of I � , � : : � W j ,i I I � �I I � I I I I I I I - 1 � I I . I I � I I . I , , I . I��- I � I � I t L 2 i � � � � I , I I I i� �! If � i � I f 11 � I I I � L. � I� I I I I I I I I I I t � r 11 I � c I I � I �t � . ; i 7 � � I I � 11 � � I � I , I � � I - I I � I � � I I I - � �' I L I I I 1, I I - i� f I I I � I 1, I I � , I I I I I I � I ?, !,� �i I ! I 1 7 1 . ti, � I I � r 11 I I � r � I I� � I i . I � � I 1, I ( I I � i , �I I I r I I I I I I I i I I I � � I I i I I r � $ 1 i � ; I � il � 4 f I , , i� i , - . I � I � I Frank B.Ryan,Jr.AIA I I � I � �t . , � � I , - ; I �; !� I I I I I I � " . � I I 1�I I I 11 - � I � I i �' � , � � I � I � I . ; I p I �I . I � I I I I I ,� , i it I A t I � �A� I t I ' . � I- ,� I � fl � I r �� I . i � I t i � I i i i I I I L I I ! I I � �I I I I 1. I � I I . I I � I I ! I I I I Z I � ' t I I I I I � � I � I r I i I I and ,� I I tl � : i , � � I I I r I i I I . I i � I 11 I I � � I I I I � I I I I I I - � i �i � I it I Il , � . � I � I 11 , � I 1! - � t ; I , I � I I � I I I I � � I - I I I I I I � I I I I I I I ,� - i I I I I � I , I I I . I I �� ,I it �I I . I i I � 4 it I I I k r P I 11 I I I I � - I I I I I - � I � I I � 9 . I ! ! I � Z I � f � I i I I � I I I � J� I � I ' � i r� I I � � I I ": I I I , I �. I I t � I � " I I I I � :The Golden Mean Group,LLC. H il I ,I I I! i ! 11 1 . t t I I I, I �1 I P I , I I � i � � . � I I I I I I � I I I � I I I I � if ;' ! �i �! 1, 1! � I � - i I I I I I 1, I . t � i� ii� I 11 '' � � t � I I I i . I I . � I 11 I I � � I I I I I I I I : � F, ';' � - I I I . I I I � I ! � I I I I � I I J I I I ii � I I I I I I � � - . I I I I I I � � I I I 11 I I i � �i I , :1 I i I � I � , I 7 � � I � � ,- I 11 I I I H I I I i , 11 � t t � it � � I � I I I . i I I � 4 ; I I I � I I � � I � I � . I i I I � �11 �! ' �, 11 � I I I I � I � I I I 1i 11 i it I I i� i � � I I I I � : I It � � I r I I r I � I � I I I ;; 11 I I i I iJ I � I I I I i � I I I � I Z . i ' 1 t5 � I 16 I i 1 1 � I I I I r I I : I fl � ! � 11 t i t . i � il � � � � t � � , . I I I � I " � � I � I I I ,r I I I � I � I . . I I I . 10 I � I it P i i � 0 fl I � ,i ; I 11 I , i 1� � - � I I � I I -,, . i I � t I I I I I �I I I . I I I �I i I I � I I A I I , i i, I t t!, i � t I � I � I I I � � I I � I I I I I � �I � I �� I� � I � I ! I � I .1 r I I I � � 1 , I , , �I ,,� r � I I I � I� I .1 i i t � ; I � � 11 I �I I � I I . 1 I I I � � � I� I I I - � i ti , I I z ! - I I - I � � �, CONSULTANT: I I I ; ; I � � L' � i; I � I I I I � o . I � i; ? I H I- � �' t i I I I I � : � I I I : � 1: I ! ; I 1 i 1 1 1 i t � I I � I � I I � I I I I � I I I I I . I I I i it � 6 , I ! � i i I i I I I il � � I I -�I I I I � � � I � I r . � � i I f I I I r I I I I . I I I I �I I I . � � I � � , � i� � i i I � I� . � � i � i I , � I I I, I I . I I I I� I I . I I I I ,r I I t , j! ; I I . I f 4 1 r � ,I I I � I I I i it t I � t �fi � I I I � W � ;� i 1 , , t i i I :; I I I I - ; I t . �I .I � ; I ;I I t I � I I� - I � I I r I I � , i � I k .f, I� � I I �� �! i I � . � i I i :�' t , I I � � r � I I I I � I I � I I I � I I I ,� I � I i �! , - I I I r I i 1 2 � I I � r I � I I I I I � I I I I . 4 1 � I I I � I I I ; - . � � � I 1� , i 4 'H i i � . I� I � I I � � - I I I - � � I I I I t I I I I � i � - �. I i I i I ;� I I I I � I � I I I I I I� I ; � t 1 I I � t , H I �� 7 1 1 Z I I I I I I I ,� � � I I �� 7 � o It ;� � -� 'r I I 1 1 o I � I . i I I I I I I � I � I I % I �� I '' I p I I I I I I � � I I - I I � � I I I I I � . � I i I I I � I � � � I I I � I I I I I � I i � I � I I I . I I I I .. i i i i � t! :, I . I I I I I I I I I I I I t I I� � I I ! i � I I I I i I 1 . I I � I I I I . I - I I I I � I � ;� . ! ,i I i �i i I 1 5 0 t I � I I il� 1 , � � � 9 ;� �i � it H I . I I � � I � I I I - I I I I I I 1; � �I �� � I� r j I � , !! Fr � I I I I I 1, I I I I I I :' i ,I I i� i i I i � 1 1 1 1 i � I I I . � � I I I � I � � I I I I I �� � ;I 1 1 i; I I �'� ,� I !- I I I i I I � - I � , 1 j t I I � I I I � I I I I I I i, r I �' � I I t , I � � I � � i I � I �I I I � I � r I I, i 1! � I � � 1, i I � t � !I t � I I I I I ! � I I � ' � it I i I� I � � I �i I � i i 1 � I I I I �, I . ' I � � � I I I I I I � I - - I 11 I � I I � I I . : I I I , E it , I � I � , il p � I , H I 1 1 �, I � i � I I I I I I! I I I I I I I I I I I � I I I I � I . i � :' I� I i I -I I i� " !; I t! It i � i� �' t t �"'� i! I r I � � I � � � i: I il I I I I I � I� I I . I I I I -; � � i t 1 j � ! � I , I' i I ,- ;I I - I i , � I i � !� I I � I . I � ,I �, ,, �; � I I I � I � 1 I � -I � i � I - - I I it 1 , Ii �1 . �I I � i I I I . � � I I � I I 1 I I i I I I 1H �' �! it I it I I I i� � d I , - !I I , i t H � , I 1 i I I - I � I i i it I I 11 I � I I 11 r I I I I I I I I I � I I I I I I � I � I � i� I i , it , �I , � it � I I I I I " I . I H 1; � , fl , � P i, I � i i I �I � � i I I � � � I 1 . I I i I I � ! k. r, I I � I � I I: I i I Ili H I i I 1; !I '? i � I I t I � 11 1 ! I I I I, , 1! � I� I � I I . - I I , 0 �i !I - H I 11 I � � if I I I f r '�' i ' '' � l' It I I t 11 I � I I I �, � I I � I I I I I � CONSULTANT. I ,, I � 1� ti� I i F It I I � - I I I li ',H I 11 I i I I I if I H I I 11 I 1 1 1 1 1 � � � ,� � � I 11 I I I � I I I I I I I � I � - � �� ;! it t � it , - I i � I � I -----I i 1, 1 1 'H � 1 1 -j--- I- I 1 � - I I � I I I I , I I I i I I : i I� I �I -,-.,,,i----"-",,�1'111 ;� � i it I � �J � I - I I I I I I I I ' i I__ �; C I-- � fl —i I ,4 � I I � . 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I I ; : 1� " �� I � I i i � it, � ':''- I I I I- � 11 � I I I I I I � I i 'i Z� I I i i � � i� 1i t , I I I I � i I �t � I ,� i I � I � I f � � I i I I . . t , I .1 I I I � Ir � I I � � I I i I 11 � I t i I i� �� � I I I I � I 1 i I � , I I — I � � . I I I . I I � . I � I t . t ,I I I I 4 � � 3 1 , '� � ii if , I "I I i i � i 11 � I r', I , � � t ; I i , i - � � I I il I I � I I I � � I I I I � i I ,. I I I 11 - 1, I I � I I I � I I� � i � i I I I I ' I I !I I i i if i —, I . � I I I I I I � I I . i f i I �I r 1 � '! , 1 1 i I -� I � I � , I i I I 7 1 1 1 1 � I � I I I I I I � t I . 1 I I I I I I I I I I I I � I I I I. i � It � � i t� I � , I I �i �r I I t .� I I I I I - � � � � � 11 I I � I I � I I I � � I I I � I � I . 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CONSULTANT. i 1 :J1 ' IL 11 il I t i - i t f - - t , e� i u t n 2 f 0 1,1,9 1121,3 1-7489144, 377,610 97... 1 The t I zGOLDEN GROUPF i LLC h IL�L I r , I = i _.., ...,% i i g r^t i _ !// cbnswng j t 1 i , , 1 Mercia Lane, 2nd Floor Greenwich, CT 06 30 (203)410-5783 voice I � — � p�p gmg@golden-mean.com 1 4 JOB NAME: 6 Peconic Landing f i 1 1500 Breaknock Road Greenport, NY 11944 17-1001 t DATE;: SCALE: As Noted ' i ++ DRAWN BY: FBR i I Project Number: 1717-257 If{j ff - - ...�_.._...:_ For Permit: 0912612018 4 , i � to Sheet No,: 0 .0 DRAWING TITLE: Ceiling Framing Plan Level 2 -- Framing Plan -- Existing 1 Existing 1/411 1'-011BID SET , l a 5 �.� w I .� c5 { rm&ail Us7l�ndc7t tt bald�.,,��.`,,,,. L IWA OWNERSHIP H D RS IP AN USE OF DOCUMENTS ! 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JC _- _ t II f _._ , I i u ose whatsoever zxce t with the zx ress purpose p p t r f r -- -z � , , -- - r Wniien consent�� - b i , + t of _.0 _ .:_..._.: ( I 1 r- - Frank;.� I H.--, —1 F nk g.Ryan,Jr.AIA F t i ... .tom' _ y, f I , 1 I I _, r ,� _\ 1V __ ____4T=_ I — A_ : Th.Golden Mean Group,LC. 111 f� _ ,—V , 1 I; l , I- ) I 1 � I - I I � � 1 9 f. {{�� i i I 11 i tt ,. -- - 1- - . . ---- - -- - - CONSULTANT. I -...__ _ .., i , P t _- - ' os s within - __ - -- -- - Y-- w1 I , Wood 12 x12 i 4 { i „ �� I . : i r3 1 r 12 x 12 Square �.... r -102. ,.� ____ Column w/ C.- It -10 . 6 Cofumn with Base - -- -_ - --_W - _ - - 42 _ - _ - Baseboard � . H -101. and Crown. ,-.. I �� 1 Crown f I r ' ,__ -I- -r t� _ „_., Ft t . I 11 CONSULTANT. h'�eE -. ... Ft I - I-—- i 1�_ - �. _,I. ... t f , r... , -;r : .- - - - f`(#`r ' _ _ .. -.. � ; , -oma.- �:..,..•....Y'Y�.^�-.-y -W.:.• - rte•--ate=r.=.. �--..,:aJ •.,...^^^:m ..�,e. " �Y,.,::...a -102. - _� ` - - II "i , IC i it.�f€ . :.! 4,Ll) - I 5 Modular Box c .I I I I 102 i, �4_ r; , ,r _ I Beams I I Tri u I.� 11=,T .-1F_-___9l- € =I €,. f1 [ lm Imo_ __._-- ::. _w- i [_,� �_11 I t } Z T� i , -r T :% (� � -1 NOTES: }•' � ! � k 1 9, � I -- , , �, H _- ::. -� ----r - _ -- - i _ r _ I 1. __-...-_ LOA ri �.. - -- _ ___- __ _ _ �$ ��v I __„�Y_.._ _ _ '[ -J__ ___ ___L -1 ­ >•-r-rr-,--,-,-,=CC1---r-r-,rtt �! i I ' I - fi __1Q;� _._ .._ _.._. -- I IiE I 0, 11,2��0110,N5, 5144,=17 610 987-,. _ _ 1 r1 i , 4 II ; i' Concrete Pier - ;. t �, R --- F I -1, �, I , The a F i I ii ii I `; " ; { Hi Slab if PresentGOLDEN i i I r-� .j�C)EI�-�.=�-- i =- RJ, H F, �t P LLC N ­1_I'll Z-111 _ 10111 , . 1_ �— ;:: _ - , f�.. iI _ z_ � -I_, Level 1 -- Proposed -- SK-101 € - -- 1 - 4Y, 1/811 _ ._0,. p ;; l i ;, , f x F f V de�jr tiri '11 '--I -- __.. .f - _; 5 . Concrete Footing ��y I - t .,, ..,..i r' 1 t _f - - _ __ i `j ! ii _......-.-..._._._..,_...__.._-..«.__......,__._,..._...:,.----..,.-:.. ..-._...... _ I. _...,..:.r I I... ? 1I fi ' I( :�®..i I] -'r' � " , - . �.,�',- -, ,, _ _ } 0 =, 1 , ; TI I n ; ___ ; 4 _ _ 1 . res Lane, rid Floor _ , il + I; fl 1 Level 1 Fra n - SK-101 4 „ _ �1lCh, CT 2 1l4 - 1 Q Section 2Q 06830 c 1_1 1 3/4 - 1 -0 .' , - l;I - -- - {� . ' I ~ . i )41tJ 5783 vaice -- -- I M111111 S __ _._ — u _— _ _ _ (203 I — --. f -101. _--'_-_. -_ _-_ __ I (9-'' t _W____ _1 _ -, . . 1.61741f340R5Es39177 ).. -.— i� I . of t ! C ,�: 1 i € _,.,-. ._., _- w...�_ _....._.. gmgCgolden-inean.com ,I () _-. I I y 1 i i I . w._.,..__-_ r If 3 ' ; _.... ..._ - _ JOB NAME: ; u_.,__ I Emu C _ - -------------I-----_----. d -� i _. i^ - - - - Iw. -S r__- 11 I 2'-6 3/4" i ! � �nIQ Landing _� _ - _ ,--,_ _ .._ �I ----- - _ __ - 9 - � --- New Footing i Q. S And Concrete CJ I _ __ „ .� _ -. I . : - i . Wood 12 x 12 _11-�11 . ,-: IJ Pier. i 4 _ _ -mem-. . : - Column w/Baseboar 0rcno ® r -, . /j (' �! - ___ _,_,— _ 1 - _ �' d � _ � I r I — and Crown I _. _,,. . - 6 _ - ,, NY 11944 ! _..__.-. C 7 n I 1 0 _ p , �. - =- :._.,. . ....._ N... CJ ;t ::19 1 . 11 - is1. a.. � 11- - - --I I - 1 119 { s ,J F .- � % �. _ .--. - , � 19 1 ,' ,. 4i. _ _ I i 17 1001 1 r, ,,,, DATE: I I ;. SCALE: As Noted . . . . ., , , _- i .i _ I - _ - f DRAWN BY: F f— :; o -. _ "` _ _ - - . : - ,- ——_ _ o .., _ ._..-.. - ..._ ; . 17-257 a .-.-._.. �. , ; � , ,:.. . .: _ r - • , r • i_, r • €---,-- ,-z- .._.- , � - - -'-- Project fi > - - j, - � i i �f`— Number: I 1t I`��j .. - -. - t— ----- - -. M --' ---- - - - ----_.. or.Permit: 09/26/2018 — t i-`—- I F I - - s _ --' -____-._--_---- F - - - t - - ., �j _ _ --�_ I 11 I - i Iii i ! ' I ., �:.. _ 1. 1. ill - - , - ... __.._ _,,... v_.,.,,.. .. , . - i _ - •,u .. - - - _ C ll I� t I r.' I --------- - --'---..-- J.. I . -- _. -- ---- t ,..-- ..__, 1 n , w v.., I I - _ I ' _,_ - I I _ I I - - 2 I ' ;` o _17i i ,- 1 _ _ --- --- - t(�, cQ, t I ; ;-_------- _.._------------. -.- _ ._ _.-. - kr I 1� Wood 4x4 Posts �__________________________. ---- r _ �- -,-�_ __ _ �: i i (2)Centered Under I ! - ----�-_-.,----- --- ---- _# 91 9 I i , r -- -- Beam Splices Above. I _..,-._, i __ ---- _--.----'---.--------, ---------- °° __ , _,._..,._ _..._. ° sz� I o M., . I __ Sheet Na: K 101 01 I 9 i �(� ,:. -__—.-.--f ISI „-_„. __., -1 I DRAWING TITLE: Level 1 Proposed - SK-101 Level 1 -- Framing Plan - SK-101 - Callout 1 6 Level 1 -- Pro osed -- SK-101 - Cailout 2 U 1/8" = 1'-0" p Support at Beam/Box 11 Connections BID SET - - ,.. _ _ - - --- - 9 9 _- - - __ -- - - - i i 16 Modular Beam/Box 4 4P Connection Fi Z i Zi �11 ti 3 1 518 x 1 5! LVL' _ x - Beam to Support :-. a•... ,',. ansa , ,.. .. 3 & - .t ,fir ,: k. t,._] ...s ...k. >r '. _Y ..._,..,;,.. :.x>:... ['� Modular Beam/Box , u t 3}r Vi ..4 [ LVL Beam toConnection _ y .....�. ..,. •r , ,�- w�.- .?e.. k-'f'. , .,� -.;r.: :?<. ,+;�.-�7... ..:,z:. ki. .x_. .,n A �. �1-. Suport Modular r_. Beam/Box Connection. vvm I/l€ajiq Lstl.& hryc7hd!/l�E�r(dt"-cr��er.. .n -15 OF V, OWNERSHIP AND USE Or DOCUMENTS t. Header Wall © Copyright 2017 B r i 61 w< y ti Frank B.Ryan, -. a ya ,Jr.AIA Hidden 4x41 „ and Column r Jr t The Golden Mean Group,LLC t f3 ,4 r r U w i ,.. The drawm s t 1 � t. : 'and all the ideas,arrangements,designs,and Ceiling In Hall , , .z. t plans indicated the reon or represented the reby�� s and Closet HI are owned and remain the property of Sem � Frank B.Ryan, Jr i tactAArr t r �:` � a ;i..•4�,.,_,.,, ,,3.., �>�„, and no art thereof shall be utilized ed b any Adjusted Catlin ! i ms_ r. 1t 3 � tl �,:...-,.�z•. In Hall to Hide r i Parson firm,cor oratmn or entity for any / u se whatsoever, x ` p rpo a Capt with the express r� ,:. Beam : _ . i _. € . ao written consent of 00 y �..F. .�... ..�. ....... _.,. .,-. �_.: :..r. ,�. ..-.,, ....., .._.,.. <_„� ..rv. ...... :— ._.. .»,.. — ..,.,. ..:M.. ._. — .e,... _... .. .. r Frank B.Ryan,Jr.AIA . , i y,. u, r and ;; `: :;•: r The Golden Mean Group,LLC. Rx ..� f .,,�... 4x4 Columns E. . CONSULTANT. < t a ,:n r i � }_. 1 C 40 , I,""R , CONSULTANT: =_ _ iti 1 49 1 : ...-. — .....-r..._ NOTES. s , a_ . Level Proposed SK-101 - m Callout 1 3/411 11-011 E =01, �$9 0,14,55 M 144,23�377,690 99.. ,„ # I The, w' GOLDEN MEANGROUPi LLC ( f e I. - it �` .$., - 4 v �T •� -_ (DT � -.a ; 3 �••,I - .. - � - V- Mercia Lane 2nd Floor Section 19„ 3/ - 1 0 Greenwich, T 06830 Z-0 I-- - - - - - - - - - - - - (203)410-— — — — 5783 voice a _ e ! _ N r®9m9@go1den-mean.com Header Wall Existing Footing •� ... . ' � • �• and Pier ; JOB NAME: Peconic Landir g OD 1'-3 3/8" r 3 1 Brea �0 e�knock Road M Green or , NY 11944 T-7 718,; New Footing - - • . i ,• and 4x4 - -' '-.• r_, DATE_ 7-1001 ( _ - SCALE: As Noted -••--- ._..._�. _ -.. _C`t_�.-`' f°.V _ �,,. t.�.._.`�_� [-___LL____m-."" ---d_ - _ _ DRAWN BY: FBR Project Number, 17-257 - — — For Permit: 0912612018 2, p„ co b a'�c RYA 5Level 1 Proposed -- SK-101 - Callout 1 �► .; + 3/411' = 1'-0'` _ o CV - Sheet No` 'SK-101 .o DRAWING TITLE: Level 1 Framing Plan - SK=101 - Callout 2 Support at Beam/Box Connections BID SET FA Q, Wall Schedule -:QJ Ty0e Mark Type Comments Phase Created Fire Rat' ing 2 HR – U9 Foundation 6" CMU Ne Constructi)n 06 HR –WP3105 FR-1 Interior-4 1/2" Partition @ Garage Infill Per MFR. aild lam,m aact Ld L&7hri(71 Proposed I Inte Ex 1 4 1/2" Partition @ Garage WP31 0 F R riof I Hrl m ! i isting HR 5 T:. P� � tli 0 P rtit T� Per MFR. J�' OWNERSHIP AN 0 USE OF DOCUMENTS Copyright 2017 Exte Siding on 5 1/2" Wood Stud @ nfill U379 FIR 2 rior 1 HR By Frank B.Ryan,Jr.AIA rage Ga and 102 The Golden Mean Group,LLC T, 9 -21 HR U37 E E FIR xterior- Siding on 5 1/2" Wood Stud @ xisting The drawrings and all the ideas,arrangements,'designs,and Garage plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA ArchiteCt N 9 7771 ­ "­ —& , ­�, �'-, - Siding on 5 1/2" Woo and no part thereof shall be utilized by any 77 - -2 U37 ew Construction 1 HR FIR Exterior d Stud @ DN Gage' person, firm,ciorporation,or entity for any arc purpose whatsoever,enept with the express of written consent Frank B.Ryan,Jr.A 1 HR U379 FR-3 Interior- 5 1/2" Partition (1-hr) @ Garage Infill and ro Existing 1 Hr u The Golden Mean G p,LLC. t� 11—iPartition P er�: Modular Mfr. FR-3 Interior- 5 1/2" Partition (1 hr) @ Garage 1 HR - U379 9 .......... ------- CONSULTANT: FT FR-3 interior- 5 1/2" Partitio (1-hr) @ Propo - ----- r 1 Hr Partit U1 1� L F FR-4 Int ior- 4" Marriage Pa ition Existing 1 HIR WP3105 CONSULTANT: Per MFR. fT T -4 4" Marriage Partition Ne WP3105 , FIR Interior w Const uction' 1 HR Per MFR. NOTES:, N -T- FR-5 Interior - 5 1/2" Partition w/Acoustic New Construction , 1 HR U379 F -nT Inte ) 3 New Constructio 1 HR U30 FR-7 rior- 3 1/2" Wood Partition (1-hr 1 HR U379 a �-8 1/2" Wood P rtition (1-hr) 2 :ENew Construction `4 M 144 N7 0, 1,1,2 �5 0 1�0,-34,- 610 967 R- IL tThe —---------- ----—---- xisting 1 Hr, GOLDEN MEAN C ----------------- Modular Mfr. GROUP artition Per LL .......... 'Existing 1 Hr R- ---------------- Modular,Mfr. Partition Per, ............. ........... Radifty aysiAng ----------- 2014CaWng R- ---------- FRA ­�............. .................. FR-6 .............. .......... -------------................. ---—-------- —------- .................. Proposed oor 1 Hr 1 Mercia Lane,L2nd F OL Partition Greenwich CT 0683 ............................ ...... FR-2 FR-7 t L -5783 voice (203)410 .................. 777 *-1 02.�2 I A I UZ -------- ----------- UN 49691&1aD915866343ff&--W I 772M. 1.618033W FR-3 FR-8 gmg@golden-mean.com -----------I JOB NAME: FR-4 Peconic Landing Level 1 SK 102.01 Proposed Hour Fire Separation 1500 Breaknock Road Oil Ott Gr e NY 11944 JAI FR-5 DATE: 17-1001 SCALE: As Noted DRAWN BY: FBR Prb;ect Number 17-257 (D Wall Types Fire Rating For Permit: 091261201 8 3/411 11-011 A Sheet No.: SK-1 ,02L.�01 '1 DRAWING TITLE: Cine'Hour Fire Separation BID SET ^ Qn UP i A B C D E 'F G JL J I � t r ( t Q { x — �a _ r =777 ajkt wt.&7hra'c7i Vt�Br�(dFocrrr:.. i OWNERSHIP AND USE OF DOCUMENTS Copyright 2017 B . Adjust Grade within 5' Y Drain of Building to Frank B.Ryan,Jr.AIA and Away from Foundation. The Golden Mean Group,LLC I j New Supplemental The drawings ' I I I I and all the ideas arrangements,designs,and plans indicated thereon or represented thereby a 13'-0 3/4 11-5 3/8 are owned and remain the property of Frank B.Ryan,Jr AIA h . Y ! Architect and no art thereof shall beutilized' b n p ya y person, firm corporation,or entity. .. P Pora•tf Y for any purpose whatsoever,exce t with the express ,. p P , I � _ written consent of , _..•— --- _—w Frank B.Ryan,Jr.AIA and The Gorden Mean Group,LLC. F�Tij " R I CONSULTANT. I I ' � I . (P - I : . . I I I CONSULTANT:. ' i P I i R- I _ Firestop&Flash > - `�" Wal and r- I n NOTES. J , ..Pier to Maintain _ -. 1 .Ratin r 9 i 1 1 I j - ( Lev 1 e 2 Level # _ _ _ _ Level2 -- 1 tt ,. t tt ,l 4 � - 98 - _ 98 9 $ f', 3 { r The - i GOLDEN ii[ i I ( I 1 s GROUPLLC Fireblock — I Dowel New CMU Wall To Existing F I � • - oundation �• I Wall. R- R- I R ( ifty t ! cRming New Supplemental i Pier. 2 — - — — — — — — — — _ ., .. — — — b ._ .y I 1 Mercia Lane, 2nd Floor I I I Greenwich, 06830 Level 1 — — - I _ Level 1 R ! Level 1 81 Grade F _Grade Grade (los)410-5783 voice vl ll ff oil - .. � �I I I °aa. � ''� ► I I• I •''.I I .`I I I ` ----•� � I I I '.-III ,�3 y . ,.6, r .. �- „ '� I I _� I I � I I °il-,�:.-I I � --i i II t r—I 11t -III _'�•. �, � ----'—I ��I.. ...� :. :� , �_•�'--III- I�I�.-••I�I; : •: , 9rn9C9old�a -III f I _:• �^ _� I �- —I I ii .: - <:' JOB NAME: ..I I I .• I I ,a• ____-.III• Fo . I II 11 ( ( I- � (� _ otm Footin Peconic Landing hI - 'III_ 31-6" • - BOO Breaknock Road - -- — _ t, 1 944 -01 I I----) I I I I I=I Green �� � . I I I I Section 21 Section 22 Section 23 i 1/211 = 1'-0" 1/2" = 1'-0" 7-�001 U 1/2" – 1'-0" DATE: H J DRAWN BY: FBR SCALE: As Noted j I Project Nuinber: '17-257 For Permit: 0912612018 i 1 rig Plarn - One Hour Fire Separation 1/411 i FRS 100, d` Sheet No.: SK-1 0 2..0 2 DRAWING TITLE: One Hour Fire Separation BID SET 1 � ---- I---------- --------- I � � ---.-------- — � I I I � iI - — I I 11 I — � I I . I I I I I I I � I l I I � I j � I ! � � � ! I I I � iI�� � 11 I I I :� 1, I �I—— 0 1� � I I I I I � � �1,11 � I I I I � I . I .� I : � "� � � � I I I I 1.I I I I I I � I I I I I :' I I " I I I I 1 I I I I � I I I � ��''�7 � I � �I 1:� I I. I "� I � � I , I I 11 I I I� I I �I I I I I I I I 11 � � I I � � I I I I I I I p I I I I I I � 1: . � � � I I 11 I I 1. 1,. I I � I I � I — t I �I I I I I I I �� I I I � 11 �: I 11 11 � 11 � . I I � 11 I 11 I I I ,� � � �' I I :�Z � I. I I; � I � � � . 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OWNERSHIP AND USE OF DOCUMENTS I _ ON 0 Co ht 201 I PYn9 B Y Frenk B.R an Jr.AIA Y , and n r LLC I The Golde Mean G Group, r v in Thedar s 9 i It arran a nt designs,and and a the Ideas mz s 9 9 , a an indicatedliter on r re res represented thereby 1 s e o ,; Pp Y e of are owned and remain the property P �Y Frank B.Ryan,Jr.AI Architect r A n n thereof shall b uttlized h an . adoartte e p Y Y _ - person, firmcorporation, r entit for an eso , , o pY Y �u 'ose wh•tsoever exce t with the ex ress a purpose p P w no ntten consent f F n B.Ryan,Jr.AIA Frank k a J I and PGroup,_L . Ths Golden lea C I __ - Mean 11I T CONSUL ANT, � . . I 11 , N : (ONSULTA T ir _` :v _—ate _ - -- ti �._ i NOTES: , ,._ --- _.- ___.,_ I R I I - I I - � � H� , :0� I I . � I I — ..� I I 11 � I I I I I I I I -A I I -L. - c I . . 1 34 L 1 X77 697.. Q 11 21 44 , Q -'- - R i , PL �� „ ' . 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