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HomeMy WebLinkAbout46383-Z o�guEFOt�coG Town of Southold 6/17/2023 a y� P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44211 Date: 6/8/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Ave B,Fishers Island SCTM#: 473889 Sec/Block/Lot: 6.-2-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2021 pursuant to which Building Permit No. 46383 dated 6/8/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single family dwelling as applied for per ZBA#7464,dated 2/24/2021 and De Minimus Determination dated 7/13/2021. I 6/17/2023 Corrected for Certificate of Occupancy number only. The certificate is issued to Kaelin,Matthew&Collins,Kathryn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46383 5/23/2023 PLUMBERS CERTIFICATION DATED 6/3/2023 a es Brow rt/ Au hori ignature 'offal TOWN OF SOUTHOLD g�FFQj� ;,. yS boy BUILDING DEPARTMENT a TOWN CLERK'S OFFICE 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#: 46383 Date: 6/8/2021 Permission is hereby granted to: Kaelin, Matthew 592 Montauk Ave PO BOX 385 Fishers Island, NY 06390 To: Construct addition and alterations to existing single family dwelling as applied for with ZBA#7464 At premises located at: Ave B, Fishers Island SCTM #473889 Sec/Block/Lot# 6.-2-13.1 Pursuant to application dated 5/19/2021 and approved by the Building Inspector. To expire on 12/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $516.40 CO-ADDITION TO DWELLING $50.00 Total: $566.40 Building Inspector pF SO!/ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 �yOUNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Matthew Kaelin Address: Ave B city,Fishers Island st: NY zip: 06390 Building Permit#: 46383 section: 6 Block: 2 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: LaFleche & Sons License No: 35821 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 17 Ceiling Fixtures 5 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt $ Wall Fixtures 17 Smoke Detectors Meter Main 200A A/C Condenser 1 Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel 100A A/C Blower 3 Range Recpt Elec Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights $' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches $ 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Hood, Floor Heat, 100A Panel 30 Circuit/ 12 Used Notes: Half of House Renovation Inspector Signature: � Date: May 23, 2023 S. Devlin-Cert Electrical Compliance Form Q4 FiF,cx1SlLi 4sfil'+kta YR+�h'.'V'T_ . T�7�viv OF�crx.�`t'LcUs�sl `f c -oar iters tbo solider Fsea'! n th'c wntpP supply cysum captains lcss thm y14 v£y kA4- x {?turnbties S�patute} fu iadocc me this-___.-- dmyafrf � Pu6lfcy�+I.Q �..lfii' - �tY 'Ziwit PUOuc. E YiU9;if,COh i i /� J pF SOUTH°� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ;)PSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR :3 ,*pF soUlhp� `moi 6 2-, I # TOWN OF OUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: zpena) d' t cj CAM WA 0 ke 1A n- guwa C er S�3Z3 DATE INSPECTOR �F 50(/lyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631.765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] OULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PC/O [ ] RENTAL EMARKS: KVIF it I If I I DATE 3 INSPECTOR pF SOUTyolo X16 33 F 3 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION11 [ ] PRE C/O [ ] RENTAL REMARKS: Ou4 l f-f 5 a+ &-,ec kFa� 4 nook vita A-�GT pro 4eJl o k I vac Pm oAl e e-cd 4 PC, l , le;Ww6- kmr a" Ar- N DATE J'-c) INSPECTOR SOUTyO - W # # TOWN OF SOUTHOLD BUILDING DEPT. couKm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [rJ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: 0 e_-, *A DATE INSPECTOR David A.Noe,AIA , 4 Stonewood Drive `, DD Old Lyme,CT,o637i dnoe@360designplus.com .. SEP - 8 2021 ]BUILDING DEPT. TOWN OF SOUTHOLD Attn:Mike Verity Southold Town Building Department 54375 NY-25 Southold,NY 11971 Phone: 631-765-1802 8/31/21 RE:328 Avenue B Fishers Island(Bath tub ceiling height) Hello Mike, This letter is in regards to the proposed additions and renovations located at 328 Avenue B on Fishers Island.I would like to certify that the proposed location of the new tub as indicated in the plans(approved for permit)meet the building code at the time of approval. The front edge of the tub shall have a ceiling height of 6'-11"and the rear edge of the tub shall have a ceiling height of 5'-11".Because this tub does not have a shower head the building code states its ceiling height is required so it can"be used for its intended purpose". I would also like to certify that the controls for the tub shall only be required"to be used for its intended purpose",meaning the controls can be placed on the rear edge of the tub as indicated in the plans.Please see section 305.1 Minimum Height from the 2020 New York State building code. R305.1 Minimum Height Habitable space,hallways and portions of basements containing these spaces shall have a ceiling height of not fess than 7 feet(2 734 mm). Bathrooms,toilet rooms and laundry rooms shall have a ceiling height of not less than 6 feet 8 inches (2032 mm). Exceptions: 1.For rooms with sloped ceilings,the required floor area of the room shall have a ceiling height of not less than 5 feet (1524 mm)and not less than 50 percent of the required floor area shall have a ceiling height of not less than 7 feet (2134 mm). 2.Theceilina height above bathroom and toilet room fixtures shall be such that the fixture is capable of being used for its intended purpose.A shower or tub equipped with a showerhead shall have a ceiling hei hchtt of not less than 6 feet 8 inches(2032 mm)above an area of not less than 30 inches(762 mm)by 30 inches(762 mm)at the showerhead. Thank you, D q,Qc A ti• �p David Noe,AIA - ..(-P ._ 04039c) �0 OP N E`N ' 36o DESIGN PLUS, LLC David A.Noe,AIA 4 Stonewood Drive Old Lyme,CT,o637iL dnoe@360desiennlus.com Attn:Mike Verity Southold Town Building Department 54375 NY-25 Southold,NY 11971 Phone:631-765-1802 9/14/2021 RE:328 Avenue B Fishers Island(Insulation) Hello Mike, This letter is in regards to the proposed additions and renovations located at 328 Avenue B on Fishers Island.I would like to certify the insulation as it has been installed on site.To the best of our knowledge the insulation has been installed per code at the time of drawing approval.The insulation in the walls, ceiling,and floors is a closed cell product achieving an R-value of R-7 per inch. Walls: 3"closed cell foam-R-21 Rafters: 7"closed cell foam—R-49 Floor:4.5"closed cell foam—R-31.5(Or insulation sufficient to fill the framing cavity, R-19 minimum) Master Bath Rafters 5"closed cell foam R-35(the area is less than 500 SQFT and less than 20%of the insulated area, please see N1102.2.2 below) N 1102.2.2(R402.2.2) Ceilings Without Attic Spaces WhereSection N1102.1.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. This reduction of insulation from the requirements of Section N7102.1.2 shall be limited to 500 square feet(46 m2)or 20 percent of the total insulated ceiling area, whichever is less. This reduction shall not apply to the U-factor alternative approach in Section N1102.1.4 and the total UA alternative in Section N170217.5. Thank you, i David Noe,AIA David A.Noe,AIA I n n 4 Stonewood Drive `q C I I 1v' Old Lyme,CT,0637 FE dnoe 360designplus.com Lj JUL 2 17n97 BUILDING DEPT TOWN OF SOUTHOLD Attn:Mike Verity Southold Town Building Department 54375 NY-25 Southold,NY 11971 Phone: 631-765-1802 9/7/2021 RE:328 Avenue B Fishers Island(Bath tub ceiling height) Hello Mike, This letter is in regards to the proposed additions and renovations located at 328 Avenue B on Fishers Island.I would like to certify that the proposed location of the new tub as revised in the attached section meet the building code at the time of approval. Please see section 305.1 Minimum Height from the 2020 New York State building code. R305.1 Minimum Height Habitable space,hallways and portions of basements containing these spaces shall have a ceilingheight of not less than 7 feet(2134 mm). Bathrooms,toilet rooms and laundry rooms shall have a ceiling height of not less than 6 feet 8 inches (2032 mm). Exceptions: 1.For rooms with sloped ceilings,the required floor area of the room shall have a ceiling height of not less than 5 feet (1524 mm)and not less than 50 percent of the required floor area shall have a ceiling height of not less than 7 feet (2134 mm). 2.The height above bathroom and toilet room fixtures shall be such that the fixture is capable of being used for its intended purpose.A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches(2032 mm)above an area of not less than 30 inches(762 mm)by 30 inches(762 mm)at the showerhead. Thank you, I!v David Noe,AIA 1• GNCB ® IE C F II W E Consulting Engineers,P.C. Structural Engineering ']J JUL 2 1 M? Geotechnical Engineering Historic Preservation BUILDING DEPT: TOWN OF SOUTHOLD September 22, 2021 Matt Kaelin 328 Ave. B Fishers Island NY 06390 Re: Framing Completion —Additions and Renovations - 328 Ave. B Dear Mr. Kaelin: Principals Charles C.Brown,P.E. We have reviewed the completed framing photos and design drawings for James F.Norden,P.E. Amy Jagaczewski,P.E. the work. The construction is in general compliance with the drawings with Principal Emeritus the following acceptable adjustments: Kenneth Gibble,P.E. Geotechnical Associate Sill plate anchorage into the existing foundation utilizes 1/2" diameter Titan David L.Freed,P.E. masonry anchors at 4 foot spacings without plate washers. Structural Associate Richard A.Centola,P.E. Where there are ganged multiple rafters attachment to the structural ridge is with L50 angle clips each outer side instead of sloped joists hangers. The load path for wind uplift at the sill plate is achieved by lapping and nailing of the exterior plywood sheathing to the sill and studs above. With these changes it is my opinion that the work is suitable to the intended use and conditions. Very truly yours, C C �"` hof NEVy re'ut�r�s� Charles C. Brown, P.E. President .-0 8 OfESS14NP� 1358 Boston Post Road P,O.Box 802 Old Saybrook,CT 06475 Tel 860.388.1224 lasfnamc@gncbengineers.com gncbengineers.com ENERGY CFtICICNCY CERTIFICAfC nddrrss: 328 AVE City: FISHERS ISLAND _ State: NY ZjpCotf,.: 06390 d Residential Com�Ilance I'atic i u u (Only one shall apply) :L Prescriptive R X Prescriptive UA CI `m x Prescriptive U U performance ❑ Eli] ❑ Index; Component Values R-49 Ceiling R or U value: I F?--2T Wood -- Wood Frame Wall R or 1-1-value: ��� a, Mass Wall R or LI-value: ri F lour R or U-value R--3f Basement Wall R-value: R-19 Slab R-value: N/A Depth: Crawl space R-value: R-31 ci c Fenestration U-Factor: _3Q sc. 44 ° •o Skylight 1.1-Factor .55 ` v Ducts Outside of 'Ihennal Envelope 11-value: Supply R$ n N/A Other R-6 ❑ Building Envelope Air Leakage: N/A Air Changes per hour:N/A a � � I Duct system Air LeaUce: N/A CFM per 100 ft': N/A i Rough In Testing: ❑ Post Construction Testing: ❑ ri HcatingSystem Efficiency: 82.6 c Cooling System Efficiency: 20 SEER Water IicatineEfficiency: INDIRECT HOLDING TANK Gas Fired Unvented I c Room Heater. ❑ THE SPACES INCLUDED IN THIS ElecuicFornace: ❑ ENERGY CERTIFICATE COULD NOT Baseboard Electric Heal XBE ISOLATED FOR A BLOWER ' DOOR TEST Ii This Certificate is based upon 2015 International Codes, N os Amended by the 2017 Uniform Cade Supplement. I $ This Certificate shall be posted on or in the electrical distribution pond. i c � V RED D f � MAY 2 5 2023 r 1 9' 0. 399 0 O F F 5119123,7:05 AM Vestil 36 in.x 4.5 in Yellow Steel Pipe Safely Ballard DOL-36,4.5-The Home Depot -;-Ib tjR.e,, --f- You're Shopping Delivering to Waterford 06385 bollwd Carl 0 items 0 OPEN vwfl 10 rin 47 Vestil 36 in.x 4.5 in.Yellow Steel Pipe Safety Bollard rM- Questions Answers(11) Permit#46383 Tax Map ID 7-2-13.1 INSTALL: 9 Use(4) 1/2"X 3" Simpson Strong Tie Titan HD Anchors w/ flat washers. R Dq�C, D,4 ,�, ;A 403 CFNEW Hover Image to Zoom ji:> Share Print Live Chat I Z $11027 -rI Pay 585.27 after 525 OFF your total qualifying purchase upon opening a new card.0 Uul V, L Pickup at V.aterford Delivering to 663b5 MAY 2 5 2023 littps:/A-Avw.homedepol.corrVp/Vestil-36-in-x-4-5-in-Yellow-Steel-Pipc-Safely-Oollard-BOL-364-51205458786 1/5 % t -71 m Al 202635 CONITRAc I OR IO VI.RI Y AL1 EGRL55 DOOP DMI-NSIONS INTIIE F11 1-1) AND REPORT ANY DISURLPANCIFN DL.SI('.NFR tilliFt p ON 7' i,go(TFIjjNr.wrn wo. p 21-511 2 1'511L LX151114 G CONDITION 10 fa-fwN II I 5TORAGE DA5r-MENT U CEII I NG HEIGHT 131' LY.ISTINC CONDITION CO2 TO REMAIN I -97 5MOKE A A,10, CEILING IWIGIFT 81 EX151ING CONDITION i °40399 ruRN. TO REMAIN OF N ClIU14G HEIGHT 81 EXISTING CONDITION NKA T TO REMAIN 1120 7 EY15TING 2x DUG I I I ll."ATLD 5 -FUP J015T5 @ I C.- O.C. II MECH. I I ILCUID I 5TLO— —11 To�:X—1 It 1"I4 "Cl C, %VA5hr-F DK'(LP, LUC. PAIIII. r7�� UP TiiiSixX'u.\ii-,N,r.INCLUSIVE:OFTHE II)E%S AND Dr-SIGNS INCORK)RATI'll I IEREIN.IS E)(15TING STAIR AND I URINISHEDASAN INSTRUMENT OF FAILING TO RLMAIN PROFESSIONAL SERVICE AND Rr-WENSTIIE AS 15,EXISTING SOLE PROPERTYOF360 DUSIGNI'LL'S.LLC CONDITION AND IS NOT 10 BE USFI)IN OTHER VROJI-CTS w1TOUT-niE EXPRESS WRIT-M-N.W114OPIZATION OFTHEARCMUCT Issue Date: BASEMENT PLAN 5/22/23 KAELIN RESIDENCE Sheet#: BASEMENT 360 DESIGN PLUS,LllC 328 AVE B M,id AN,..AIA Project #: Diawn By: —4,�wt—', FISHERS.ISLAND NY In"�ml 2 -15 Dkl\l. Tri-State Glass Company LLC. CT LIC#: FG1 1040,AG 1 1041 857 Middlesex Turnpike 1001372$ °''e 06/0112023 Old Saybrook,CT 06475 Cwt.d 9735924577 Pricccm GS,CASH (860)388-4091 / Fax (860)395-4257 110.11 Sold fly Inst'l fly Matt Kaelin 328 Avenue B j Fishers Island,NY 06390 I L r Cell(9731592-4577 Qty Part Thickness Dm-ri liun List Price 1'Oral Tempered Unit i 1 DTCLTU 3/4 25-1/8 X 26-1/4 DT Clear Tempered Window Unit 226.74 226.74 22674 1 GRIDS 3/4 25-1/8 X 26-1/4 Grids/Muntins 77.91 77.91 77.91 1 LABOR Labor Charge 300.00 300.00 300.00 Window Sash to be sent over to Fishers Island VISA auth#07529D i Cn — > o a1-41 _ `: N 7 "C p' W rn t7 C r oco � f7 .t C ' .O x 3' L 0 rn C, `c —� o Cr m .2 C=) rp '! mor�t [n-r-n4 [=.'� n j^c r REDA c r<a �. oornXmC., c'C' �nX D > rIJ b. rc cn c., >m 1— n C.11is u t" n f ll N'A 040399 O� "9T�oF NE�y SPECIAL INsrnucnoNs Labor 300.00 Paid In Full 611/23 Subtotal 604.65 All material sold on this invoice is guaranteed to be as specified,and is not safety glazed material untess so ffkAEd.4 is sa'A Wth the Tax 38.40 understanding that this material will not be glazed in a'hazardous location'as derated by the Consumer Product safety Conussion.Al merchandise returned for credit refund or exchange must be in resaleable condition,authorized for retum.aeeomon ed by this receipt and may be subject to restocking fee. No returns wdl be authorized for special orders or cut Rat glass Total 643.05 Payment -643.05 Balance 0.00 RECEIVED IM 611123 10.1 tam by ADMIN Updated 611123 10.163m by ADMIN TAX MAP ID 7-2-13.1 EqSPIE55 DOOR 360 DESIGN PLUS, LLC David A. Noe,AIA 2I SILL 2 11 SILL 4 Stonewood Dr. Old Lyme,CT. 360DESIGNPLUS.COM --BEAM G 741,TrP. TEL.617.549-5457 EXISTING COU'DITION To F—FmII PROJECT ARCHITECT: II STORAGE BA5EMENT CSUNG HEIG11T 81 EXISTING CONDITION DAN COSTA CO2 TO UMAJUI ISMOKE IP.O. BOX 441 MYSTIC,CT 06355 TEL.617448-9954 II I II I II NI NOTE: CEILING HEIGHT 81' The drawings demonstrated in this set ]EXISTING CONornonj TO REMAIN R1 I CE1UNG HEIGHT 81 of construction documents have been EXISTING CONDITION designed by Dan Costa and reviewed TO POAAM by 360 Design Plus,LLC.To the best of our knowledge the drawings meet the existing building code,if any EXISTING 2.DUG FUR-.01STS I Is L discrepancies are found before or O�C. A during construction please contact the architect immediately. II Y MECH. C== NOTE! WASHER Eizc. UP EMST11r,STMRANO RAILING TO PIDMN AS 15,EXISTING CONDITION > 0 LLQ z LLJ Z CIO Uj 5 �7 0 W PROPOSED BASEMENT PLAN 0 > z :5 11 LLl C/) Scale 2' < > David A.Noe,AIA 4 StWWWOOd I)vi%'c Old 1.)'111c,Cl',06371 (Inocea 360des gnpin.&com Attn: 5/20/23 Mike Verity Building Inspector Southold Town Building Depirlment 54375 NY-25 Southold,NY 11971 Plionc:6131-765-1802 MAY 2 5 2023 Permit#46383 Tax Map I D 7-2-13.1 'T RE: Kaelin Residence 328 Avenue B Fishers Island,NY To whom it may concern, This letter is in regards to the Kaelin residence, located at 328 Avenue B,Fishers Island New York.Based on a field observation made on 5/18/2023 360 Design Plus,LLC believes to the best of our knowledge that the 120"long Runtal electric baseboard heater is sufficient to maintain proper temperature in the garage to keep the effluent pump from fireezing.In conjunction with the heater a low temperature sensor is connected to alert the owner orany malfunctions.Please see specs below. Model 9 Available Lengths Weight EB3-120D-(120 Volts) 36" 48" 011 72" 34" 12W --BTUH Output 1500 2000 2500 3000 3500 4000 4500 1 5000 10 Watt Output 440 585 733 879 1026 1172 1319 1466 lbs./ft. EB3-208D-(208 Volts) BTUH Output 1500 1 2000 2500 1 3000 3500 4000 4500 50,10ib Watt Output 440 --1-586 733 879 1026 1172 1319 1466 s./ft. EB3-240D-(240 Volts) BTUH Output 1500 2000 2�500 33000 3500 .1000 1.1500 1 5000 10 Watt Output 440 586 733 879 1026 1172 1319 1466 tbs./ft. Thank you, t ARC A tv 0 0 'A 0 David Noe,AIA 0 David A.Noe,AIA 4 Stonewood Drive old t,poe,Cr,o6371 d1kq-(!Ca-3G()—des Ig!ILI com 5J20/23 Mike Verity Building Inspector Southold Town Building Department 54375 NY-25 Southold,NY 11971 Phone:631-765-1802 Permit#46383 Tax Map I D 7-2-13.1 MAY 2 5 2023 RE: Kaelin Residence 328 Avenue B Fishers Island,NY To whom it may concern, This letter is in regards to the Kaelin residence,located at 328 Avenue B,Fishers Island New York. Based on images provided and a field observation made on 5/18/2023 360 Design Plus,LLC believes to the best of our knowledge that the project was build to the New York State building Code at the time of construction in conjunction with the plans approved by the Town Of Southold. It should be noted that the ceiling heights,stair configuration,and beam heights in the basement were all existing prior to all new work.It is believed that the strapping,framing,plumbing,and caulking meet the building codes in place at the time.The renovated space could not be isolated to perform a blower door test.This letter in no way,demonstrates that the project received any special inspections. Thank you, ti 403 0 . 0 0 David Noe,AIA SOF N E 10 r 1 �S 1 z 1' x r e, � 1 s S c t A ,w } 4 X 1 _ r Y +r *YAW*. TAW*. r i �y t t w i • I r t � r •trr � c +'•. 1i1 ' s i t i s ,.F 1 i a � �'`t may, ,�;c- "• } ,. . _ �r��'�`rl. '�� .'ter• !�'L- :. 'V• ���. •� '� +''� �+far"'� t .;•,: i. .� ter., �,,., t 6 - y } �y 74 Sp w: pe y c - �t'r' •���.- �_^'e. ,�,,�L� y I'i l��` tit[ '. 6/25/22,11:10 AM image002 jpg � t i r 4 i I Aft, i • _.ice .� "�.___.-wr.�-- - https://mail.google.com/mail/u/0/#searchBrown%40pcbengineers.com?projecto►=1 1/f 6/25/22,11:08 AM image_50419457JPG s ..ten. https://mail.google.com/maiUu/0/#searchBrown%40gncbengincers.com?projector-1 1/1 6/25/22,11:09 AM image_50386945JPG o _ x� 4 https://mail.googic.com/maiUu/0/#search/Brown%40gncbengineers.com?projectDr--1 1/1 6125/22,11:08 AM image 67199745.JPG �Amr4l r - ,• a r s r > f f a ..r' thy. �.• E. r t, s.r too Y FIa h o9 a„_ https://mail.google.com/mail/W0/#search/Brown%40gncbengineers.com?projector=l 1/1 I 1 1 • ' • ' COMMENTS, FOUNDATION FOUNDATION(21 ® / - -- ' / �ROUGH FRAMING& , �/ �'' � '.�.......a.'��i�''�!.�� _ate''="• PLUMBING INSULATION STATE ENERGY • 1 a - : i ADDITIONAL • I gjjM m 011 i� W9 M. �� • omp IBM D f IN 9 vVA wpJ WE ZFi � �I �.ICJn:'Sr�R • ���SUFF01Kc�$ TOWN OF SOUTHOLD—BUILDING DEPARTMENT I ? Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. (U �b --z2 Building Inspector: Applications and forms must be filled out in their entirety.,Incomplete MAY 1 9 2021 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. 7 T- Date: 3Z; OWNER(S)OF PROPERTY: Name: SCTM#1_ - -- . /��ri�/��✓. .���.� ! _000- ._-_ _ d._ 2 . ...-13_....1. .._ .. . Project Address: 17 Phone#: 973 1/,Z; 7-7 _ . _ .. Email: Mailing Address: Cif ��o✓e CONTACT PERSON:' Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:a _ -�_ .-- Miling Address: . _ ._ _ .. - Phone#: 61 7- Sy-rT Email: CONTRACTOR INFORMATION: Name: Mailing Address: -- Phone#: mail: Cw lti�?^ - /2 - ye3- 6 E 32 - --- - l �_cosfo� DESCRIPTION OF PROPOSED CONSTRUCTION F-1 New Structure-'Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑YeXN0 Will excess fill be removed from premises? ❑Yes o 1 ,PROPERTY INFORMATION Existing use of property: c f�d�N �L Intended use of property: L....,___ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design,professional is responsible for all drainage and storm;watei issues as provided by Chapter 236 of the Town Code.,APPLICATION IS HEREBY MADE to the Building Department for the'issuance of a Building Permit pursuant to the Building Zone , Ordinance of the Town of Southold,Suffolk;County,NeWYork and other applicable laws;Ordinances orRegulations,for the construction of buildings,, additions,alterations or for-removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,-building code, housing code and regulations and to admit authorized,inspectors on premises and.in building(s)for necessary inspections.Talse statements'made herein are punishable as a Class A misdemeanor;pursuant to Section 210.45 of.the New York State Penal Law;.. A Ii Submitted B (print name): �/�jr�C� cl���/l�(/ g ncaner App _ y(p ) � ❑Authorized Agent O Signature of A Si nlicant: �,., GrtiP/L . g . __..._.. . _.pp Date: STATE OF NEW YORK) ��77 SS: COUNTY OFc..�G�� ) W 779`� f A q 5-4-11V being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0 W/VX/Z (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/�e6nowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this j- day of Nau 20A of ry Public Or-AP 067 Z4-2-7- PROPERTY ZPROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) -- I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 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)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Expiration 120 DISAP 't h At p/I � i,,t 5.••:,I..r}�-�, _ BA"g Inspector APPLICATION FOR BUILDING PERMIT L'�'_� 0 C+ 1 9 2020 ;.._.v Date �a , 20 Zy INSTRUCTIONS 77 fI.Tbis:applieatil5�s`MUS.7 be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of 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. C.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 authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Y29 �l✓� � isH�/zs /S�l��j t f63ro (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ( Wit/&/T Name of owner of premises A-4TT�e Tf//T� e a L //V j (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. fig 7451 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: F z3 House Number Street Hamlet County Tax Map No. 1000- Section ab6 Block dZ Lot l Subdivision Filed Map No. Lot 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 V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number-of Stories 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 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES VINO 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 NO *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO *IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) [� SS: COUNTY OF, ) "1 ¢iJ61EC-�� being duly sworn,deposes and says that he is the applicant (Name of individual signing contract)above named, A<He is the 0W/Vr A. (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. SWOMAP before me thi day of W 2026 tary Public `L Signature of Applicant 4�)(f&222 C543 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 22, 2020 TO: Matthew Kaelin(MacDonald) 328 Avenue B #566 Fishers Island, NY 06390 Please take notice that your application dated October 19, 2020: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: Avenue B, Fishes Island, NY County Tax Map No. 1000 - Section 6 Block 2 Lot 13.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 11,005 sq. fl. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet and a maximum lot coverage of 20%. The survey notes a front yard setback of 2.8 feet and lot coverage at 22.7%. Authorized Sig u e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF SO(/jyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Aeampora` Office Location: Eric Dantes .' N ,� Town Annex/First Floor, Robert Lehnert,Jr. • CoQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento OliYC0U1�1► Southold,NY 11971 RECEIVED . . - _ " http//soutlioldtownny gov y8Awt.. : ZONING.BOARD OF APPEALS PIJ TOWN OFSOUTHOLDR - 2021 : Tel.:.(631)765-1809•Fax(631)765-9064 Sou hold Town Clerk FINIII T S;I Y{I E-TIONS ANA.I)ETE NATIQ ME IN�G OF.FEBRUARY".24.,.2621 ZBA FILE: #7.464: NAIVIE.QF APPLICANT, Uatthew I Aelin &.Kathryn-Collins PROPERTY LOCATIQN-- 32.&Aveiiue'R#5b6,Fi$l,Prs-Tslapd;l� SCTM: 1000.-6�2-13.1 SEORA DETERMINATIQ1�i:.Tlio Zoitiug Board -of.Appeals bias visited;the:propexty..under, consideration in this aptilicatpri and,dte'rithies..tlat:tlli revier�it falls ft,`Type II category flf the State's hist of Actions, j1.1 Opt_ ;;fi�ir#lier or, iiridei" EQIliA: SUFFOI;I CCIIJNTX ADMIl*IISTRA 'IVE CODE: This.application:baa"i�ferfe�::a�s i.e"�iir�'d under tliu;. #folk: .:... elk outi :a'...:, e`t' f °in ass `eda ..r0p C itii `.Atiin�ntstrade:CoScQns;A:1 :::1°4'to:2. .,and the :uif C , t3'. k .h: .o .lent► . u.. P,Y.... P.. .,. riuled Jams 7>:242:1 statin" that t1i%s° ppltoatto is.considered.4 igA#0r r ldcai:dgtoiin ahail as the c..dpp � s'to`:_ be:no'siginifiFant.cotirity�wxde:or�arl#dr coritmunity i}iipat.. LW�P�.I�RTERMINAq'ION::..Tl e:#'elidf;.'cimit; or interpretation regiie5ted in this`application is:listed.under.:the: 1Vlinar Actions"exempt listanl:is not:siibjeat tti ievieyu under Chapter 2G8.." :. FR1?ERTY FACTS/DSCRIFTIfI ;. T'he sul�Ject, 1 i;QO$.square feet, .25 acre,.non-conforming,.irrlar-shaped.: parcel-located in tlie. 40: erring istr%t ineasUrds X5.00 feet along the:north Ay- property lme.frontiiig Avenue B, measures 86.00 feet:along the:easterly:propel ly line;measures 96:10.feet`algrig the-southerly property line,:and measures 85.66 feet along the wesferly property line which slants combining'59:67 and 2- 5.99"to equal the.85.66 - linear feet. The properly.is.iinptoved with a orie-story-single-family dwelling:with.an,enelQsed porch and deck with' . a peigola, an.oittdoor shower and a"detached accessory garage as shown on-a survey prepared by ( r ig F:Bigger,' Licensed.Land,Surveyor-and:dated September 30;2020. BASIS OF AFP>JICATION: Request for.Variances from Article XXM, Section 2'80-124; and the-.Building. ..Inspector's October 22; 2020 Nofce.of Disapproval.based on an application for a pdrit;to copstruet:addtons and:... alterations to an.existing single family dwelling; at 1)proposed dwelling:is located less tltan-the.code required front yard setbacl of 35:feet;._2)more ihi n'the-code.permitted maximum lot coverage of 20%0; located at:,'' 28:Avenue B, Fishers Island,NY. SCTI` No. 1000-6-2-13-.1. RELIEF REQUESTED: The applicant requests variances to connect the ekisting.accessory garage to the residence . via a 50 square feet habitable addition measuring 8.4 feet by 6.1 feet and to partially convert the garage into a . relocated owner's bedroom."suite with bathroom with a proposed front-yard setb' k of 2.8 feet where the.Code . requires a minimum front yard setback of 3.5 feet. Asa result of the 50 square feet of additional living space proposed the applicant seeks relief for excessive lot coverage of 22.7%where the Code limits lot coverage to a 20%maximum. T Page 2,February 24,-2,021,:_ Kaelin/Collins,47464'' SCTM No. IQ00-6-2-13.1 ADDITIONAL INFORMATION: No me=m=ber of the public or immediate.neighbor spoke in favor ofor against this application dur}ng t1ie.public hearing;however;three letters of suppczrk were received in advance. Town:of Southold Chief B.uilding'Inspeptor,Michael Verity provided.site-photos;which'he.personally took;on:February 3,-2021 in lieu of the'Board's customary site inspection. The subject parcel's eastern lot Iine runs albrig a right of way.providing : :. . • access tq-the.applicant s r side11-C., and several other bomes.in an.enclave-,located.behii�d t1 e-island's.only:grocery --store. Prior reliefwas- anted for tliis roe under ZBA file#-7090.-issued:October 2U 1 7.relative to a reduced frtiiit - -- . P p.: yard-setback from:Avenue B and for excessive lot coverage. The:applicarit's:agent presenfed a Memo of:Lair as•part gf.tYie applicatign: The following Certiflcates.of:Qecuparlcy apply.to.the subject parcel•, #Z. 7Z$ issued Qctober.24; 1979: Covering requirements for asingle=family.residence built.prior to.ZOn.9 #Z18074 issued June 2,.1989. Covering a deck.addition #-Z39.0'80 issued July 26,2'0.17 Covering:oloctrie upgrades : #Z40575. issued August 1,,20 19 Covering a.deck and'pergola addition.per $A fide#7.p90 FINDINGS'OF FACT/REAS ONS FOR BOARR.,AQT1 ON:- The Zanirig Board of Appeals held a'public'hearing on-this.application on February 4,2021 at which time written and Aral evidence were:presented.' Based upon alfte'stirnonyy,documentation,personal inspection;of thaprope"i : and.surroundingrreighborhood; 4hd.ntl er evidence,the Zoning Board.Fiinds the.01.10wing,facts to kdtrue-ai=d:.. zeievant and makes the.followirig.Bndiiigs.: To n> �6.:- .3 :<G t_of e w ' s w 11: " J: �V .Law•.:42 7:b{ llb)(J :: ran ti? Ge- l not; r4dtiee iii undesrale: i� a:ri:clic>eliatacre : :-......-: e. d: r a ent. one 'ro i e sub ee i' awe`s Avon er bot o e t. ".> o X: e:'l se :vr t "kava wu ::.>: ri �14�.. o d.train. ar pe1�. ,S.: .e .�..:.: _tS. .�.,., a=.� ,R r��•� . : .y:p. ..J: .iia?'. er.'Huse '_:. ..a`loea .d s lave-:oF-$` if '::u'" `es:w' ' e s a`.e:=•,:: l�-tvlu.Ch,Igads to.onl. one.oth., :.: t i te.. li=ari'. nc.. u ar _ e;l4tn lth•sTar,siz_ lotsand t centt the.:rsl d. onl .: .oce store:: the'=cis in9=., 90-1$,lzicte12:$` eetlro tlie.:iii` t Awa s.adJa: . ... .o .. s Y ...ry.• .. 1 .. . : ->..: rn. .:;'.:...g1t. .....:; and tfie a(iiiitIori ofa .0;square feetextensYon,oQtmecting.fheliouse.to':the.deeessory:stuctii vvhcl is:tobe.conrtei= tQ:habrtalil spaco,will trot.Fie hiseei fable tQ.iesidbiifs or pas eisby - Tov►yu:Law$26' -b(3�(b)(2}: Th e.benefit_s,.ougbt by the appl ont.-cannot be aclifev..edby soriie:m'ethod;:feasibly.. appi'icarit.tc pursue;otherthan an:are'avar arige....Given-,thcsmall size;oftlie lot, U.,brderto;conrieet'the a isii g .`:accessory structure to the principal _silence;.a variance is required. The applicant cannot relecate:tha.aceess9rr sti acture.or.expand.the'house in a:conforming location without a variance. Furthermore,-tlie applicant Cannot acquire - additional:land.to-make their.propertyrnore.conforming.. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 2:7°,�0 relief from the code relative to excessive lot coverage and 92% relief from the Code:relative to reduced front yard setback.. However,-the ac cessory'structure has existed since prior to Zoning at its present location and the applicant- proposes an.addition'of 50_square:feet to connect the two.structures in.order to.expand-their house to.meet-current needs: Also;.while.the combined structures.exceed allowable Iot.coverage:and setback req uirements,'the.residency , is a single-story and.doesn'.t have the same.visual impact as a two-story structure would. 4. Town Law 42677b(3)(b)(4). No evidence has been submitted to suggest that a variance in this.residentiail community:wilt have an adverse impact on the-physical or environmental conditions-in the neighborhood. The. applicant must comply with Chapter 236 of the Town's Storm Water Management Code: 5.. Town Law 4267-b(3)tb2(5). The difficulty,has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is,presumed that the applicant had.actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3jebruary 24,2021 - Kaelin/Collins,#7464 SCTM No. 1000-6-2-13.1 6. Town Law. 4267-b: Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of.an expand,d.single-family residence consisting of a 50.square.feet addition and the partial conversion and.attachment.of an accessory-garage into habitable space; with a:2.8 feet-front:yard setback, while preserving and protecting the character of the neighborhood and the health, safety.:and. welfare of the. community. RESOLUTION-OF.THE BOARD:In considering,all.of the.above:factors and applying the balancing test under New York T'oWn..Law 267=13;motion was offered by. .Member Platiamento,secoilded:by..Member Weisman.(chairperson), find duly.carried,to.. GRANT the variances as applied for,and shown on the survey prepared by Craig-P.Bigger,Licensed Land-Surveyor" and:dated September 30,21020, and the floor plana and pt•Qposed.elevations prepared by Daniel I,, Costa,Registered Architect,and datod November 12,2020: : SUBJECT TO THE FOLLOWINiG.CQNDITIOITS: -T.- .:The:proposed.6 feet high fence illustrated on-the survey, and not subject o thls application,.is to be a code ' compliant-4•feet.in Height in tlts front yard or.temoved;from:#i'e plan, 2, °Priclr tQ,receiving.a buildxttg permit,the Qwners)of the sulsjeet prsiperty,cfed her"ein.must sign a statemelit acknoWledgingr a.That:tlie a ::ileant s; have read.tliis.iieterr*oip#anJ-undorstand;tl a Iiii its.of.tl a arianGe:relief gxarited PP � ) . : . .. . . _hereto• .. iicar� : �l+ill irriirediated.. contact tld:-Buldin Do' ent: "emdliti9n us iefiYiedli b.:Thatch '. ,.. y e ap t( i -...c :. -O ::er:`::. :it 'e: ii: ri iFi fir SeettQn;2$il=� 1'tl l� a 'n,Ca ,.z:..o eursii 0 zns�tceic .�;.,.,.,.��'�e.,.;. b e .,.y e�. a to .her.:"": ��i -t� •..:....: . -.. -:wa .eat�eeed�;;the,seQp..ol';the....ppt'3�:3�a1�.; ,..t�.. . >- e • I ... s e ` 'ate>th br�ir` $'e d:df .:..alsroiatn `qtr Intal e'istiatiea c.That: .e..a i Brit fir avu °at`the; ._ '.. R"e.:. tGf1 the th. P. . . . . P '."s-jugs' .. ,.. the.cerhixcate.of O.c,.cuparlc: ..and:hasertglit,.. r a�pubYlc haiIi i?ici" anspe -pr revoke sul : ___.:.•. ::.. -:_ : _:n...� < `.. : .. >._.._.•: - =- iii`o - _ . a_ royals;©i ..- term fir:Ggh.J �:lhereof:iai:to::... �settiereorroii�"ti�nror$`ne�u eon..ft.•ns,.pW��i�it Articl'e' Y; oFtitsz�2$0 14.f::afahe I�D"VGi3: oie. . This.appravttl,shalt.npt•be deemed effective until tfie required cQndltions.liaiseheen:met:tit tlze,. scretiph:of. the:Board of.Appeals,.failure.to comply iutithe above"conal#tions itay reader this decision".nittl anc :- void The Board reserves the right to substitute•a similar design that is de minimis in nature for an.alteration that does not increase the degree of noncQnformity Any deviation-from-the survey, site.plan and/or architectural:drawings cited.in,this decisioniwill result:in delaw•:;. andlor a possible denial"by the.Building Department.of a buildingpermit, and.. a require a new.application and public hearing before the.Zoning Board of Appeals: : Any deviation from the variance(s).grantedherein.as shown on the architectural drawings;-.We plan andlor.survey . cited above, such as alterations, extensions, or demolitions, iv"e not authorized under this application when involving nonconformities under the zoning code. This action does not'author.ize or condone any current or future use,.setback or other feature of the subjecfproperty that may violate the Zoning Code, other than such.u'es, setbacks and other features as are expressly addressed in this action. NOTE: Section 280-4 of the Town Code defines"Demolition"as any removal of a structure or portion thereof,where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. Page 4,February 24,2021 .... - Kaelin/Collins,.#7164"• - SCTM No. 1000-6=2-13.1 Pursuanf to.Cbapfer 280-146(B).of tbe.Code:of the Town of Southold any varianee granted`by the Board of Appeals shall become.null and vpid wh"ere a Certificate of-Occupanoy has-not been procor.e.l;•apdjoro subdivision map has not been filed with the Syffolk oyaty.Cler>s,.within three( )years fr..om the slate such variance vas granted. T-6.Board.of�Appe 1 may;u oii written reqs Qst.pr�Qr tQ:the;date 4f expii'at;au, . i �.. grant au:extOnsi+vn_not t4�exceeci.threg :(3)coAeC.-Utive - --' -' - - - - =-- -- - ----: --....- --- - ---- ---- - -- -- - - -- - - — - - -- Vote of the l3oard: Ayes:. Members Weismaaa(Chairperson),Acainpora,Dames,Lehnert,and PlanaineWo.'(5-a) esl'.��Kanes: ei.i... Ch irpers n. Approved..for.fling, /. /202:1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®DQE SUrif+®� 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes v; ,• Town Annex/First Floor, Robert Lehnert,Jr. ® 54375 Main Road(at Youngs Avenue) Nicholas Planamento of �oU Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS `JUL 2 6 2021 l �O July 13,2021 TOWN OF SOUTHOLD Stephen Ham Tel.(631)765-1809•Fax(631)765-9064 ZONING BOARD OF APPEALS Attorney at Law Matthews and Ham9,L Z-3�M r 3 8 Nugent StreetD Nj I '� Southampton,NY 11968 U J] JUL 2 7 2021 RE!, Request for De Minimus Determinatib4 _: cs Appeal No. 7464,Kaelin/Collins,-.qa _ F 328 Avenue B#566,Fishers Island,NY 'DING DEA PT. SCTM No. t066=1-7=fr9 1 Dear Mr. Ham; r a l 3 I am in receipt of your correspondence, dated July 8,2021,requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. The Board granted variance relief to construct additions and alterations to an existing single-family dwelling by connecting the dwelling to the existing accessory garage in order to relocate the owner's bedroom suite with bathroom. In your letter,you explain that that the Town Building Department has considered the addition of a new roof and roof framing and repair and replacement of rotted studs, in the existing garage,as a deviation from the relief granted,and that the Building Department have raised a demolition issue based on the extent of replacement of framing for both the roof and the rotted studs. You state that the applicants intend to replace the defective studs which, in addition to assuring safe and sound construction,will bring this pre-existing structure more in line with current building code requirements. Based upon the information provided,I have determined your request is de minimus in nature because neither the front yard setback or lot coverage relief granted will be affected,the changes do not increase the degree of non-conformity,and;therefore, upholds the intent of the original ZBA decision. Please be advised that conditions set forth in Appeal No. 7452 still apply. Please submit to our office two sets of amended building plans showing all framing details. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter to the Building Department. Slue .rely, IC eslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector MATTHEW5 SC 'IYA �i ,ATTORNEYS AND.{Q0.UNSB,WRS,AT 3$..j�,Ttr6 STREET . . SOUTFLIMPTON,�TLN YORH 110:88. rHUIP.-Br.�ATrFIL',Ws _ .... - ... Doty 8.31-2813'-2.4oQ �ov do 7��c>su .sri�vsiz.��as�r�:crrszz.00rt .: j`uyo4 . 2.1 " .....::...:... ... :; By.em`ail;fo k imfCcr7south6ldtoWh'n Chair arson.Leslie=Kanas`..,. :. Weis►i% p B:oard.:of 1p.peaLs Town.af ........ o P 0. B:oX:1.:179. S:oufholdi NY 919:71 A, iica#i on:"of Nlaf#ftew:K pp aelm. :Kath'fyia:;Coltin `s '(;Na;a:�464: ..:..: ... :: ear Char arson Weisman : `TFiis. as�:�epxua �:t�ie•Boar�d A '<eaist'elide'e�i e"decision:iri>_co�nectiort'.: .::::..::.. :. with:t) e;refetenced4a G.Cat�on:: ntirx :::..reitef a>< he: n >�> o gra: .T..:.. ...:_,.:.. : ...:.,.::- :ap.pipa...l` :.t:>.. conecfi tie::elsttn 60Cgarage,to.::the::residefi�c >naa:: 0::s uar.•e:fet:. stc ;:hab�tabl :add�t c� art�all concert::he"' ar e__Ento::aaelo e < w-ora:bedrao' :a'i P :Y,. 3...agt m:<.. ,.. :...... ...... a m rig to ecjuesitthat=fou:=a is TQ i B (r3 ng Departmettt i�tIM wrifi t v . e{ the addition::.of:a'n. .w,,= oof:an ::roof::fr.. rn�n. "a: .::: .;,.., :. ai;'a.ct':re `!a e e.:.C a g ,pd.the red,.>.r.,rt:, c mend of rorx�ised;:b: .:roa r:tflat an#erfere::wrth:.aeve,-and:v iamb 4, etror;wa,Rs,wvc — :o{. p Y P. cci`nstitute:.e devia#it�ri.fro . the.:relief. r:'arit. .ct'i : l lieation:No: 7;.464 or.: ii r alta' .;.. m....�..: �:.. �.:..:,p .:Pp:::....... � �... mai .... .:::.....: that,the.:roof`:a dIk dif'=frai riin';antl the re:air:can. .re lace er fi:of`:oarna od=st Itis would constitute:'aairnilar'desi" ,ao:.the:a,:':roved alterat�onahat;�s:<de.:m�nr':is�n;.nakure:an <does;:. :.... ... not,mcrease>the..degree of.ndTlconfot rnrt ::ofahe bu�ttling. The appljcants .permrt sef.:of . ctravvmgs,�s attached to a se arate'ema�l t7hat.wt11 fo!!ow this:orae: P'.: The>Bu�1dTn ::De artmen#;.has:ra�$ed:a ;demolition::_issue baseet o:aha=:eterit : . .. . n . of.repfacernerfiof`fr,. itiirtg`fdr.taoth the"Fgof and the rdtted sfiuds. [fs;firtwbrtf :rlotingahat . th:e>.new,roof and:°roofuming.wete.icluded:in fkie::cl:raiiigs thathe Building Department approved an connection withthe issuance of the bu itling permit.As 6hstruct►ori pursuant:' to the permit proceeded.,=the applicants':architectand contrao#or°cleterrnrietl_ffiat rriany of the existing sfiuds were'noaonger J...f:r,their purpose; rho reo'er.,ahey were 24" qn center as oppposed-to ;the:current. reqp.uirement of'.1'6".. The.'applicants intend to' replace the. defective indiVidual studs which;,.in:addition to.4 i unng safe and sound construction,.v+rill bring,this pre=existi ng.structure m0re.1 ,line.with.current building code requirements: : The:,perfirient verbs for the ro osed>acfioris_are:not"demolishn or:'`destro p p Y but"repair",:''replace":and "atter";: The:garage s ruc{are:itself will*not be removed;'it:wili '. . . .. . 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'••:'!i::'::':::i'. 3':iii:i:'::i ;';:!:::..:..; :>::v. .. ...:'i: . .. .. _ . , e David A.Noe,AIA s; ¢Stonewood Drive Old Lyme,CT o6 - yln , 371 dnoe(a)360designplus.com - Attn: Southold Town Building Department 54375 NY-25 Southold,NY 11971 Phone: 631-765-1802 7/8/21 RE:328 Avenue B Fishers Island To whom it may concern, This letter is in regards to proposed addition and renovations,located at 328 Avenue B,Fishers Island New York.It is of the opinion of our office that the extent of the demolition executed at the above mentioned project will not exceed•50%of the market value of the existing strugture,prior to the start of the new work.We feel the proposed repairs to the existing structure are essential to the life safety and-code compliance of the building. Thank you, �W:v David Noe,AIA )A&C •�5�. �D Np �F. ;A .0409" 40 TF0F1, ZONING BOARD OF APPEALS ; a Town Han Annex, 54375 Route 25 ,� P.O.Box 1179 Southold,New York 11971-0959 Fax.(631)765-9064 Telephone(631)765.1809 ZBA FILE:_#74.64 NAME OF OWNER OF SUBJECT PROPERTY: Matthew.Kaelin &Kathryn Collins PROPERTY LOCATION 328 Avenue B#566,Fishers Island,NY DATE OF ZBA DETERMINATION: February 244, 2021 SCTM No: 1000-6-2-13.1 PROPERTY OWNER'S STATEMENT I/we,the undersigned,am/are the owner(s)of the property cited,above and acknowledge that]Uwe: 1. have received and read ZBA determination number: #1464 Dated:February 2'4,2021; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Buil jh*9, 6partment if a demolition,as defined by Section . 280-4 of the Town Code,occurs durdng construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued buildingpermits; 4. know that the,Zoning Board of Appeal S retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; - 5: must submit a signed and notarized copy of this statement must be submitted to both the 0ffice.of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit, 6. that the Building Department will not issue a building-permit without receipt of this signed statement. Print Name of Owner(s) Matthew Kaelin Kathryn Collins Signature of Owner(s) At Dated:March 3, 2021 Dated:March 3, 2021 Sworn to before me this day Sworn to before me this ?2) day of March 20 .21 of March 2021 11 Y1/-e N tary Publi P, t 7Zq zz Not ry Pub 'PubliL avp cD6. Z,2- 0-0 A z0-0u <,a —mS 2 : 1 � ^�; :�- I . �, - . s . Z01vING BOARD QF APPEALS ' Tow1.n Hall Annex,b4375 Route 25 '` rte:., P.Q Box 1179 , ,,,, : Soutliold,New Y& 11971'0959 - _ ,�' `�,- .-',.: ... .,: : . . ;,,, _ -BAT EI ;E #74b4: Tel A ephone(631 765 18fl9 .... _ I`1�11%lE„OF Ol? NEi :. F:SUBJEGTTROPERTM 114atthew: aehn&Kath ;Collin CEIVE© ,:. RO E TY°I,0 TI. N.. 32 Avenue- # °'F''lie ' ;1 ' d ,W, ,:.:..:. p P, R _CA Q .:. 5 xs rs Ts azt . - ..... _.::.. :: . �.. , .`.::' DATE:Ol #3A D TE1 1V7IN1�Ti(?N� •.. *T.Y 24 202 i - MAR 6 2021 Si✓T1VI ' �OOU 6 2 13 I ,,�.:,,; :', �t::�� .".,�*�"",..�,.-'*.,"-',-.'-'*."-.,,.�,..: � �,,.: ., I NM E 1—�-,L, als y: `,� , PROpE12TY:`OVR "S°�S .,A -r...IEN ;..:. . .::..:, '...:.:..:: T/w the,. nder- i e .,: r_.. u { s d anVare::the owner s:.noftle” x e' cif+ d"aQ veapd ac vvled':e:.thatv+�ec;: .::;; s a -;: Q, n A.y -.. ,..v ., t - - ,� f u -t _ -. c ,.r - - ii :.. 1. have.received, 'a ,,reasl`Z$A.:dete `"`lna.ownumb:er,' 745:4:x 7. : abed F•.ebruary 4,.2021 .: 1 ! Z nude "ta l:tl" •'ini+ 't env' rel'e t' r —in rs n e 1� ts;of h aiiac ,_ .i: ed'ttig�ren,.. . ,. :. .... ..: ". ti- 3. ::a ree`to;9tiri riedYateX cgntact the Die' YnI�l arfni�ei xf a de dlitt as define4 Section ,- a ..� :,:,...x,5r . Ood u du u e ;.. D..a:: .;ri, _.k:..i.<., -, _. QOXn11 :... �MC4 rs Op,. 4n T. n cAllsi' rti0 di*ta en n.. w... .:...... .::...�,,,.. ..,._,.. .w..9-:.,, .9 !, ,fir s fi:: .... . .. F. "...". .. o .: .a` xce e, >. then. eds th o he o # "i" "r tt :e 'n' r n t w . . a ..,.... ..seen: .__,.:�.#._ ..n tr . x'a� ,ke� u.: �3ssu ul �e s .. ... . . - ;7 P:. p.�' 1;.. P.: ire .d:b` g - _ .:_c.: F' .,.: 4 :kn �v#hatat o h t► h'Zoaln Board;-ot A eii` rie 1W ."ri tiot%. p l fili `issua e t t e ;: [uhf ■r v --` . a +.5. - 77" f. - - - C rhf�0, :cif Accu'eine':arid'alias;' l_ .xn era-. blic=` tii i` to nodi s nd or : ., .,; : ..> 4 . , revoke sucl% rQvals oir ap „`tetra`.ar coiitix. Qn#hereo or°a;iiia"os thereon;;,._ or.more. P$ Y ,f,.. _, ,,. P., n' 'u s n nevv:eo di n rsnanf fo Article= ` ,=pec• 28��`416.0 i tl- vn.Code�: . _, ., ,!, tYPn �.P , :5: .' must sit i#-I s� ned ancl,goxarike i-,--`` ";;'of:this s. tem t must a:suti nYtt to both".tlie. r - .. _- ... Office.o �lie;'2onin" <Daard=QfA s; na alit:Builth ':De'' :ent'`rio tom dour ,,.,:, . . . . -,.,,. :' .... P: P.,, . .. P g,. ,..Panna :... ,. , ::,. ,. ..,. ::..:.: . .. . . :. . ..,. apPlymg,forg pe it, :::..:,:; >:.: za-bwlc�� rm =.:. :__ :: b.:. ,that:tlaeStsildii► .Ilie artment vyill riot issue a buii2iri ;ermiit"vvitHout rece� t:'of:this:si ned.' g P g P P g, ... - , �.,, � :-,, - -1 .: - . 1 , -�:�::I '. .....-�....... - , -:�-.:** - , .. -. :�� *--:' ,- - .. � �­-. - , - 1. ..". :. ...-. ,, � � :.i��:,� ��4,��:t :-,��:�-:,::�,;!,��,, - �.*-- . .I.. iq,�F:-"��. . �- .:..:: '', �. :�.,':,�-,: *_---,.-­�e'; ..." �'.� --,� � :. � . 1. , � . .; -...:..:�. �. - , . -,t�O,--.�� -,.,.��.t:�- :� : ,-:. _ , �- .��--*z .��,-,,� � s, � �;_� :,�.tatem nt - ,"!., . .. �:. �,:� , �.- . ; ";.:. -";... - � _ — .�:,�- � ;� - :- . �. . ., :,�.*�*:-. - '', � - . � . �- .1,1%:, ..:I : � � � .- -�: -- - - -�� - - - ... :%� .. . . . , ,. : - --":-*_ - : - . -- .. . ". --:;��, -;"`:.,-.�., :�- �:­ , � - . .,- , . .1. - - .. � ."i. 11 " ,,-��; .-.- _ ...� .. . .:�:, - ,% ::� 11- 1, ..�_ �,-, ,.��- . ,� � �.- --��: __f�-,..�ol- - , ­ - - - - . � -- � � .;.� , ,�,� Ma . 11 . .. ,� �. .� --�" ..,":.,-:.-.. .. � - m - I ' Print Name. ,of Oner(s) tthew.'KaeTr- - - . , , . , - - . . . � �� I P, ':�.- I . � ... - .. . -- . -�� ,-,��',��z�--*-.-,*� ,!!�j I -,- , . i:...�--.-�-:.:-- ,�� I:- -b--- :, , � -1 -1- , , ,�--:-C-�-.,, `,-,-�.......��-� �-,,,,-,!�.:,: -�,-,:i�':",��.� - - -, � , .. - ,. . t --,-:�` ,:�---,, .,;.--.*,��'. .. � - �,� ,_ - � ,� , . �1-1: . - .� �- : - .4 , - ., ...��� : 7. .. - Kathryn� , Col- , ` - ,l%ins Si `nature of Uwner s' i{ DatedrMarch 3 2021 g ). r . . . . -- . h ,3� 2021 : �' bated Marc, �� Sworn to before me this' : day Sworn to before me t}ns LU'"day March 2 - of.: :20 1' of Ma �h .. 20 2i , . - . f- . . . - . ._ . - _. . - - .. .., - No`� P ; 6 -Z., Zz Notary u lic 0$:Z`j,7-7-_: , . � z�.z - - aat&4z25',:3 BUILDING DEPA11TIMENT-Electrical[ cr r ,i TOWN OF SOUTHOLD AUG � 3 2021 ffl :: �._,.� Town Hall Annex-54375 Main Road-PO Box 1179 �1�,�,,'" %fa �: Southold, Uew York 1 1971-0$59 �Bt�,D ,. � Te Telephone(531)755-1802-FAX (631)765 rocierrC southoldtoortrr►ny_cjoy-seand�southoldtownny.gov _ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (m ens afm fteciored) Date: Company Name: Name: Al ampio License No-: 3SJ�( pVt,.r email: Address: .Phone No.: 3 JOEL SITE INFO TI0N (All information Required) Name: Address: (p �' Cross Street: ,�- Phone No_: 7 0a2 �7? Bldg.Permit# �,g A_ -3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) J — ( 0,,1 J 'T Circle All That Apply: Is job ready for inspection?: YES ! NO Rough In Final Do you need a Temp Certificate?: YES 1 NO Issued On Temp Infonnatlow. (Ail inlormation required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service-Fire Reixinnect-Flood Reconnect-_13arvR_—Ri eco nected-Undergyot d-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Qed e o —cA.Z.&GTlOAJd �O+O�T/d�vr.�7ZlG4-ls os- PAYMENT DUE WITH APPLICATION Request for Inspection Fonn.xls ` uFFot O� U UILDING DEPARTMENT-Electrical Inspector ..�4 TOWN OF SOUTHOLD Town Hall Annex'- 54375 Main Road - PO Box 1179 a .P Southold, New York 11971-0959 � 4G1)V15Aphone (631) 765-1802 - FAX (631) 765-9502 V ®v S cog rr(&southoldtownny.gov - seandCcD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ( ah E'/e- ,e— L Name: License No.: email: (f! ` ( C Address: Phone No.: 06n_ 3 71 JOB SITE INFORMATION (All Information Required) Name: KQ � iei Address: a 66 Cross Street: Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: / BRIEF DESCRIPTION OF WORK (Please Print Clearly) -csgal 1< -( " C� Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp CerIA'cate?: YES( rJO , Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: -A # Meters Old Meter# . New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: del 1���'r�-m�:o�—�� d— �, PAYMENT DUE WITH APPLICATION 0 Request for Inspection Form.xls PERMIT # Ll CJ� Address: Switches 0,A 41M Outlets 1 GFI's IR ,1 Surface' 4� Sconcesj,A� H H's I I UC Lts G Fans Fridge HW Exhaust I Oven � W/D '�,�,4- Smokes DW ' Mini Carbon Micro Generator Combo 1 CooktopTransfer 12- Hood Service &10 ') Amps Have Used Special: CommentsT roi MATTHEWS & HAM ATTORNEYS AND COUNSELORS AT LAW 38 NUGENT STREET SOUTHAMPTON,NEW YORK 11998 PHILIP B.MATTHEWS 831-283-2400 (1012-1002) FACSIMILE 831-287-1078 STEPHEN L.HAM,III EMAIL STEVEHAM190@GMAIL.GOM -OP COUNSEL_ March 13, 2021 BARBARA T.IIAM Mr. Michael Verity Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 Re: Application of Matthew Kaelin & Kathryn Collins # 7464 - SCTM No. 1000-006.00-02.00-013.001) Dear Mike: In accordance with and in satisfaction of the condition set forth in the Findings, Deliberations and Determination of the Zoning Board of Appeals relating to the referenced application, I have enclosed an original executed Property Owner's Statement signed and sworn to by the owners before a notary public. Please file the enclosed statement and let me know if you require any further documentation at this time. Sincerely, Stephen L. Ham, III Enclosure cc: Mr. Matthew Kaelin (w/enclosure) JUL 2 1 792 Matthew Kaelin BUILDING DEPT. TOWN OF SOUTH LD 328 Ave B,#566 Fishers Island,NY 06390 mattkaelin@gmail.com (973) 592-4577 6 July 2022 Mike Verity Southold Building Department Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 Dear Mike, Please find the following documents enclosed from David Noe,our architect,certifying the new tub location and insulation installation.There is also a letter from the engineer,Charles Brown, approving framing details.Finally there is a letter from Milliard Enterprises confirming installation of 3M Safety Film to satisfy code for tempered glass. I hope to be in touch soon to setup a final inspection. Take care, AY1414-:0-4 . Matt Kaelin Verity, Mike From: Matt Kaelin <mattkaelin@gmail.com> Sent: Friday,July 29, 2022 12:31 PM To: Verity, Mike Subject: 3M Documentation for Window Film Attachments: 3M-Safety-S80-TDS(3).Kaelin.pdf, 3M-Safety-S80-Spec(3).Kaelin.pdf, 3M-Safety-Series- Family-Card(7).Kaelin.pdf Hi Mike, Nice talking with you earlier today. The company that installed the film, Millard Enterprises,provided the attached three documents. They asked me to have you contact the owner directly with any questions. His name is Dan Mozzicato and his number is 860- 436-5877 (o) or 860-833-9112 (c). I originally ordered replacement sashes for these windows months ago but when I went to inquire about delivery dates recently my contact at Riverhead told me he forgot to place the order! He recommended the 3M product to avoid the insane Marvin lead times. Keep me posted and let me know if you need me to track down anything else. Talk soon, Matt ---------------------- mattkaelin.com 973.592.4577 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i r Verity, Mike From: Matt Kaelin <mattkaelin@gmail.com> Sent: Thursday, April 27, 2023 5:25 PM To: Verity, Mike Cc: Dirk Harris Subject: Inspection Follow Up Attachments: 3M-Safety-S80-Spec(3).Kaelin (1).pdf, 3M-Safety-S80-TDS(3).Kaelin.pdf, 3M-Safety- Series-Family-Card(7).Kaelin (1).pdf, Let.328Ave.BFI.NY.22Sep21.pdf, 328 AVE B FISHERS ISLAND - Insulation.pdf Hi Mike, Thanks for stopping by today. Sounds like you are swamped. I just got off the phone with Dirk and wanted to pass along the documentation you requested and follow up on a few of your concerns. In no particular order: 1-Regarding the tempered glass film in the master bedroom and bathroom: The company that installed the film, Millard Enterprises,provided the attached three documents. They asked me to have you contact the owner directly with any questions. His name is Dan Mozzicato and his number is 860- 436-5877 (o) or 860-833-9112 (c). He assured me that the product satisfies code. It was the recommendation of the window rep at Riverhead given the long wait times for replacement sashes. 2-Regarding the Nest smoke detectors,here is a link to the technical specifications: https://store.goo leg com/product/nest protect 2nd gen specs?hl=en-US They monitor heat, smoke, CO2,humidity, and ambient light. We will install one in the basement before your next visit. 3-Regarding the framing of the master bedroom, you had concerns during the framing inspection and we had our engineer draft a letter of certification which I'm attaching to this email. You have a hard copy on file in your office. 4-Regarding energy certification, I'm attaching a letter from David Noe from 9/14/21 certifying that the insulation was installed to code. I believe you have a hard copy as well,but if not I can have one mailed to you. 5-The product we used for the insulation of the concrete walls in the garage and basement is called InSoFast. Here is a link to the technical specifications: https://www.insofast.com/resources/insofast-insulation-panel-specifications-details.html 6-Regarding tub ceiling height, Dirk was able to confirm that the location in question measures 7'. 7-Regarding the garage, we will have the ductwork and pipe covered in 5/8 fire rated drywall. i 8-Regarding the enclosure for the effluent pump: when you conducted the initial inspection you mentioned building an enclosure for the unit,but led us to believe it was to prevent it from freezing. As a result we installed a heating system for the entire garage which we thought would prevent the need for an enclosure. You mentioned putting a post in front of the pump at the time to prevent someone driving into it. Would that satisfy code? 9-We will follow up with Chris LaFleche regarding the arc-fault outlets for the kitchen counters and for a solution to the service wire touching the gutter. Please feel free to reach out to Dirk or I directly. We will try and have everything done before your next visit. Take care, Matt 973-592-4577 ---------------------- mattkaelin.com 973.592.4577 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 Pontino, Susan From: Matt Kaelin <mattkaelin@gmail.com> Sent: Thursday, May 25, 2023 10:02 AM To: Pontino, Susan Subject: Fwd: Fishers Island Attachments: Avenue B.pdf Hi Susan, Please find 6-page pdf attached with documents Plea et him know that contractors are working on the bollards, fire caulking, arc faults breakers, and heat detectors. I'll provide him with pictures as soon as the work is complete. Regarding the tempered glass in the bathroom. I'm still trying to track down a glazer that is willing to do the work. Matt ---------------------- mattkaelin.com 973.592.4577 ---------- Forwarded message--------- From: David Noe<dnoe@360designplus.com> Date: Wed, May 24, 2023 at 4:55 PM Subject: Fishers Island To: Matt Kaelin<mattkaelin@gmail.com> Hi Matt, Let me know if you think this will work. Thank you, David A. Noe,AIA 360Design+,LLC David A.Noe,AIA Old Lyme,CT 06371 Cell:617-549-5457 360designplus.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Pontino, Susan From: Matt Kaelin <mattkaelin@gmail.com> Sent: Wednesday, May 31, 2023 10:11 AM To: Pontino, Susan Subject: 328 Ave B -Attn:John - Pictures of Installed Ballards And Fire Caulk Good Morning Sue, I'm hoping you can pass on the follow message to John and print out the attached images for him. The ballards were installed this weekend in front of the effluent pump.The plumbing to and from the effluent pump had fire caulk applied as well.The attached photos show the completed work. Chris Lefleche is installing the Arc Fault breakers and heat detector in the garage today or tomorrow. I will provide photographs of the completed work as soon as I have them. The plumbing certificate is with the plumber and I hope to have it by the end of the week. i Finally, regarding tempered glass for the bathroom window: we decided to have the panes replaced outright with tempered glass.Tri-State Glass in Old Saybrook has the unit and has ordered the tempered glass(which has a 2.5 week lead time).They are going to provide me an invoice in advance of the installation which I will have our architect stamp I for submission. I'm hoping we can get the CO paperwork moving in advance of its installation.The closing for the house is scheduled for 6/15 and I'm told that in lieu of an actual CO, a "cleared for CO-pending" document will suffice. Thanks Sue and John. Please let me know if I'm missing anything. Talk soon, Matt Ilk ' 6a� c�3 �3 ye Pontino, Susan From: Matt Kaelin <mattkaelin@gmail.com> Sent: Friday,June 2, 2023 8:55 AM To: Pontino, Susan Subject: 328 Ave B -Attn John - Stamped Tempered Glass Invoice Attachments: Tri-State Glass Company LLC..pdf Good Morning Sue, Please find the invoice from Tri-State Glass for the tempered glass window replacement attached. It has been stamped by our architect. Please it on to John. Only thing unaddressed on the checklist is the notarized plumbing certificate. I will be passing that along as soon as I get it from our plumber. Have a great weekend. Matt ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 ;RA -&Pd 4�411�0011'1)'T'@-Rk A! 0.7MR M 6. Suffolk County Department of Labor, Licensing & Consumer Affairs VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NEW YORK 11788 DATE ISSUED: 11/3/2016 No. 57689-H j i' SUFFOLK COUNTY A Home Improvement Contractor License This is to certify that DIRK J HARRIS doing business as DJH CUSTOM CARPENTRY t' having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. License Category GC NOT VALID WITHOUT Additional Businesses DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS ID CARD Commissioner 0 Wa J 7 ® DATE(MMIDDNYYY) AC"Ro CERTIFICATE OF LIABILITY INSURANCE 11/12/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Barbara Dammers NAME: Roy H Reeve Agency,Inc. AICDNN EtI: (631)2981700 arc No : (631)298-3850 PO Box 54 E-MAIL bdammers@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA: Main Street America Assurance Company 29939 INSURED INSURERB: Dirk Harris,DBA:DJH Custom Carpentry INSURERC: PO BOX 356 INSURER D: INSURER E: Fishers Island NY 06390 INSURERF: COVERAGES CERTIFICATE NUMBER: CL20111213421 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVO POLICYNUMBER MMIDD MMIDDIYYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 _MMAGE TO RENTED CLAIMS-MADE 7 OCCUR PREMISES Ea occurrence $ 500,000 X Contractual Liability MED EXP(Any one person) $ 10,000 A MPU0578S 09/22/2020 09/22/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY ❑PRI LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY Y/N .. STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTNE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Suffolk County Office of Consumer Affairs ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 6100 AUTHORIZED REPRESENTATIVE Hauppauge NY 11788 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD L Jointly prepared by the Real Property Section of the New York State BarAssooiatlon,the New York State Land Title Association,the Committee on Real Property Law of the Association of the Bar of the City of New York and the Committee on Real Property Law of the New York County Lawyers'Assocletion. WARNING: NO REPRESENTATION IS MADE THAT THIS FORM OF CONTRACT FOR THE SALE AND PURCHASE OF REAL ESTATE COMPLIES WITH SECTION 5-702 OF THE GENERAL OBLIGATIONS LAW("PLAIN LANGUAGE"). CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT NOTE: FIRE AND CASUALTY LOSSES AND CONDEMNATION. This contract form does not provide for what happens in the event of fire,or other casualty loss or condemnation before the title closing. Unless different provision is made in this contract,Section 5-1311 of the General Obligations Law wilt apply. One part of that law makes a Purchaser responsible for fire and casualty loss upon taking possession of the Premises before the title dosing. Residential Contract of Sale Contract of Sale made as of the Z9 day of June,2020 BETWEEN JEFFREY S.MacDONALD.and COURTNEY S.MacDONALD Address: 202 Ferry Lane,South Glastonbury,Connecticut 06073 Social Security Number/Fed.I.D. No(s): hereinafter called"Seller"and MATTHEW KAELIN and KATHRYN COLLINS Address:592 Montauk Avenue,P.O.Box 566,Fishers Island,New York 06390 Social Security Number/Fed. I.D. No(s): hereinafter called"Purchaser". The pxrtiea hereby agree as.follows: 1. Premises. Seller shall sell and convey and Purchaser Excluded from this sale are furniture and household furnishings. shall purchase the property,together with all buildings and caw Improvements thereon (collectively the"Premises"), more 3.Purchase Price.The purchase price is $ 549,000.00 fully described on a separate page marked Schedule A, payable as follows:) annexed hereto and made a part hereof and also known as: Street Address:328 Avenue B (a)on the signing of this contract, by Purchaser's good check payable to the Escrowee (as hereinafter defined), subject to Fishers Island,NY 06390 collection, the receipt of which Is hereby acknowledged,to be held In escrow pursuant to paragraph 6 of this contract (the Tax Map Designation: SCTM No.1000-006.00-02.00-013.001 "Downpayment`): $ 54,900.00 (b)by allowance for the principal amount unpaid on the existing Together with Seller's ownership and fights,If any,to land in in mortgage on the date the bed of an street or hi g lying hereof,payment of which Purchaser shall assume by joinder in y highway,opened or proposed,adloining the dead: $ .0- the Premises to the center line thereof, including any rriight of (c)by a purchase money note and mortgage from Purchaser to Seller to any unpaid award by reason of any taking by Seller. $ -0- condemnation and/or for any damage to the Premises by reason d) 'balance at Closing in accordance with paragraph 7: of change of grade of any street or highway. Seller shall deliver $494,100.00 at no additional cost to Purchaser, at Closing (as hereinafter defined),orthereafter,on demand,any documents that Purchaser may reasonably require for the conveyance of such title and the assignment and collection of such award or damages. 2. Personal Property. This sale also includes all fixtures and articles of.personal proper now attached or appurtenant to the Premises,unless specfical excluded below. Seller represents at thetate of peicent pes artnern,irtmondily and warrants that at Closing they will be paid for and owned by ,' ,if Seller,free and dear of all hens and encumbrances,except any existing mortgage to which this sale may be subject: TheyFMAR fGh include, but are not limited to, plumbing, heating, lighting andreetlntelq�slnv Which cooking fixtures,chandeliers,bathroom and kitchen cabinets and counters,mantels,door mirrors,switch plates and door hardware, , venetian blinds,window treatments,shades,screens,awnings, storm windows,storm doors,window boxes,mail box,TV aerials, weather vane, flagpole, pumps, shrubbery, fencing, outdoor statuary,tool shed,dishwasher,washing machine,clothes dryer, substantially correct and agrees garbage cispowl unit, range, oven, built-in microwave oven, .4e betwe' refrigerator,freezer,air conditioning equipment and Installations, gi wall to wall carpeting and built-ins not excludedit below(strike out inapplicable items),to the extent located on the , Premises on the date hereof,all in their"as is"condition. 1 However, Escrowee shall have the right at any time to deposit eleqif�p the holder of the, the Downpayment and the interest thereon with the deck of a court in the county in which the Premises are located and shall give Notice of such deposit to Seller and Purchaser. Upon such deposit or other disbursement in accordance with the terms of interes��leniizing-tFie-sam , this paragraph,Escrowee shall be relieved and discharged of all further obligations and responsibilities hereunder. -Hier naiiitrtion as deR ted in Beet an 2. (b)The parties acknowledge that Escrowee is acting solely as a stakeholder at their request and for their convenience and that _0-11.dated not Escrowee shall not be liable to either party for any.act or omission on its part unless taken or suffered in bad faith or in irifomtaliorr willful disregard of this contract or involving gross negligence on (e)Seller represents and warrari.-th ft-1 iss delivered to the part of Escrowee. Seller and Purchaser jointly and severally (with right of contribution)agree to defend(by attorneys selected by Escrowee),indemnity and hold Escrowee harmless from and now, and at the firne of against all costs, claims and expenses (including reasonable attorneys'fees)incurred in connection with the performance of Escrowee's duties hereunder,except with respect to actions or IM A A All OR omissions taken or suffered by Escrowee in bad faith or In willful the Premisee. disregard of this contract or involving gross negligence on the part of Escrowee. S.Purchase -gage. (Delete Wifiappikable) (c) Escrowee may act or refrain from acting in respect of any 111-ney Mortgage as indleated in matter referred to herein in full reliance upon and with the advice of counsel which may be selected by it(including any member of Its firm)and shall be fully protected in so acting or refraining from tu 11"I for Seller In 4hit4b allamilip:4. action upon the advice of such counsel. State hand :Rue Associal'ort. (d) Escrowee acknowledges receipt of the Downpayment by a recording tax, check subject to collection and Escrowee's agreement to the recording fees aRk 16 PAInFnAw' provisions of this paragraph by signing in the place indicated on itspreparatiorr the signature page of this contract. (b) (e)Escrowee or any member of its firm shall be permitted to act as counsel for Seller in any dispute.as to the disbursement of the Downpayment or any other dispute between the parties whether or not Escrowee is in possession of the Downpayment and continues to act as Escrowee. (f) The party whose attorney is Escrowee shall be liable for loss of the Downpayment. 7.Acceptable Funds. All money payable under this contract, unless otherwise specified,shall be paid by: eons.elidated rnef .0 --eh (a)Cash,but not over$1,000.00; (b)Good certified check of Purchaser drawn on or official check issued by any bank,savings bank,trust company or savings and imeund loan association having a banking office in the State of New York,unendorsed and payable to the order of Seller,or as Seller exeeute,ack cin' Weement or agreements may otherwise direct upon reasonable prior notice(by telephone or otherwise)to Purchaser, 6.Downpayment in Escrow. (a)Seller's attomey{"Escrowee") (c)As to money other than the purchase price payable to Seller shall hold the Downpayment in escrow in a segregated bank at Closing,uncertifted check of Purchaser up to the amount of$ account at JP Morgan Chase Bank adjustments;and (d) As otherwise agreed to in writing by Seller or Sellees address 60 Main Street,Southampton,NY 11968 attorney. (account no.837-500669365) until Closing or sooner termination of this contract and shall pay if ineppikable. F;or exorke6ort, see Notes an Mortgage over or apply the Downpayment in accordance with the terms of this paragraph. Escrowee shall hold the Downpayment in a(n) non-interest-bearing account for the benefit of the parties. If interestis held for the benefit of the parties,it shall be paid to the sauence,on or before days after a fully exeeuted eopy of this party entitled to the Downpayment and the party receiving the interest shall pay any income taxes thereon. If interest is not held manner sel forth in paragraph 25 of subparagraph 86) (the for the benefit of the parties,the Downpayment shall be placed in Bate"), an IOLA account or as otherwise permitted or required by law. The Social Security or Federal Identification numbers of the U.—to r gage'can,other than a VAq FI parties shall be furnished to Escrowee upon request. At Closing, to a!Purehaserl' the Downpayment shall be paid by Escrowee to Seller. if for anyovemmenta"y insured ' reason Closing does not occur and either party gives Notice(as ' defined in paragraph 25)to Escrowee demanding payment of the years(er such lesser surm of shorter iefm as P irehaser shefl be Downpayment, Escrowee shall give prompt Notice to the other willing to aceepo a! the prevailirig fixed 8;tfalsble rate-of party of such demand. If Escrowee does not receive Notice of Interest and an other eustemaFy commiftnen! terms objedionfrom such otherpartytothe proposed paymentwithin 10 business days after the giving of such Notice,Escrowee is hereby 11he sale of Purchasees current ho , authorized and directed to make such payment. If Escrowee does outtitanding no material adverse change in Purchaser! receive such Notice of objection within such 10 day period or if foreondebt. any other reason Escrowee in good faith shall elect not to make such payment,Escrowee shall continue to hold such amount untildifions Zt be ' otherwise directed by Notice from the parties to this contract or a a conk%iitmen!conditioned on the final, nonappealable judgment, order or decree of a court. of an appraisal AIMI not be deemed a hereunder 2 t until an apprebal is appraved(and if that does i to!aectir befet aris and loan association,credil uniam at simile is 6a ii tilinent Bete. Purchase. may cc me andel b&nj'ng'�msWuIien whether erganized tinder thee laws of this, subparagraph 8(e) unless the 6ornmitment Bate as exterided)-. state, the United States ei any other r Purchase0s obligations hereunder are conditioned only on cc.po,atio,,licensed by the Stiped.dei Men!of Purchaser*9*bou..d under this coriftet even if Me lender fal's er "ev" ' i r (b) Purchaser shall 0) make on to ene or, at lieensed purstiant to Atfider king r and II r family,more then one Institutions!beride, for atteh ish tt its itality created byti- or&my state vWtffloftege loan, 0- ate and eernplete information power to rM. fees, as (j) For puipaseg of subparagraph B(a). Purchaser shM berequired, (III) pay all loan, ov�- on Me third business dayfollowing the date of aidinaiyorieg"lar application Wth rmailing,ood falth with postage prepaid. such lnstmMena'Lender(s)to Wain a Garrimitment. Purchaser 9.Permitted Exceptions. The Premises are sold and shall be she!' aceept a earnmitmen! meeting the tertne set forth in conveyed subject to: (a)Zoning and subdivision laws and regulations,and landmark, earrimitment(or any other ceinnilb ten!aceepied-by Purchaser). historic or wetlands designation, provided that they are not Purchaser shall furnish Sailer wb a eavy of the Garrimilrment violated by the existing buildings and improvements erected on prarnpily after receipt ihereoF the property or their use; (b) Consents for the erection of any structures on, under or by Purchaser of am application to a mongage broker registered above any streets on which the Premises abut; (c) Encroachments of stoops, areas, cellar steps, trim and cornices,if any,upon any street or highway; eondift 9 set forth In subparagraph 8(b)M, ymvlded that such (d) Real estate taxes that are a lien, but are not yet due and Mortgage Broker promptly submits such application to sti payable;and (e)The other matters,if any,including a survey exception,set mstittitiorial Eander(a). Purchaser she!'cooperate in geod faith forth in a Rider attached. %Wih such Mortgage Broker to obtain a 6onrimitment frorn stich Institutional Leridsft 10. Governmental Violations and Orders. (a) Seller shall (d) if all Institutions'Lenders to whom s were me— comply with all notes or notices of violations of law or municipal ordinances, orders or requirements noted or issued as of the date hereof and as of the date of Closing by any governmental Purchaser may 614OP-Mg on department having authority as to lands,housing,buildings,fire, Geller,with a copy of such denials,provided that Pardieser lies health, environmental and labor conditions affecting the complied with all Its obligations under this paragraph B. Premises. The Premises shall be conveyed free of them at (a) if me earnrni"ent as issued by an instituflarial bender on ar Closing. Seiler shall furnish Purchaser with any authorizations belaie He eornmitmen! Bate. them, unless Purchaser has- necessary to make the searches that could disclose these matters. does not eenform to the terms sei forth on subparagraph r019 Purcheser may cancel this coritact by giving, Pdatiee !a So -hall-.be Mthin 5 business days after the Bernmitmemt Bete,provided it !!! P LanderM to whern appileallen was made and that Purchaser has 11. Seller's Representations. (a) Seller represents and complied wft all He abligatlene tinder!his paragraph B. warrants to Purchaser that: if this contract Is canceled by Pureheser pursuant to (Q The Premises abut or have a right of access to a public road; CQ Seller is the sole owner of the Premises and has the full subparegrephs B(d)or W.neither party shall thereafter have anyp right,power and authority to sell,convey and transfer the same further righig against, or obligations or liabilitiin accordance with the terms of this contract; reasom of this contract, except that lie Downpayrnent shall be (iii)Seller is not a"foreign person",as that tern is defined for prorriptly reftinded to Purchaser and exmpt as set forth inrposes of the Foreign Investment in Real Property Tax Act, hpu paragrap : Internal Revenue Code{"IRC')Section 1445,as amended,and fo if Purdhaser fails!a viva timely Notice oF cameellatiem or the regulations promulgated thereunder(collectively"FIRPTA"); (v) The Premises are not affected by any exemptions or abatements of taxes;and subparagraph 8(a) then Patcl-M-M (v)Seller has been known by no other name for the past ten ' years,except none. waived Purehaseft right to caricel Hs contiact end to receive a (b)Seller covenants and warrants that all of the representations and warranties set forth in this contract shall be true and correct at Closing. against,(h) If Beller has not reeelved a copy of a eem nit tie it fitin anBale, Sellei may eaneel this eeritra%4, by giving Notice to Purchaser vWthin 5 business days after the 0ornmilmen! Date; delivers a copy of stich cohirrilt iient to Seller within q 8 busines days afte,the earmnihneril Bate. After stieh cancellation neither party sh-all have any further HUhts or abligaflems orliabilities to,the other by reason of fts contract,exmp!1hattheed with all its obligations tinder tHs paragraph and except as set forth in paragraph 27. of this contract,the term"Instffitulional bende!' she'! rneen any bamit, saving-9 bank, private banker. trus 3 (c)Except as otherwise expressly set forth in this contract none purchase price a sum equal to 15%'10%thereof(or any lesser or Sellers covenants, representations, warranties or other amount permitted by law)and shall at Closing remit the withheld obligations contained in this contract shall survive Closing. amount with the required forms to the Internal Revenue Service. (d) The delivery of the Premises and all building(s)and 12. Condition of Property. Purchaser acknowledges and improvements comprising a part thereof in broom clean represents that Purchaser is fully aware of the physical condition condition,vacant and free of leases or tenancies,together with and state of repair of the Premises and of all other property keys to the Premises. included in this sale,based on Purchasers own inspection and (e) All plumbing(including water supply and septic systems,if Investigation thereof, and that Purchaser is entering into this any), heating and air conditioning, if any, electrical and contract based solely upon such inspection and investigation and mechanical systems,equipment and machinery in the building(s) not upon any information,data,statements or representations, located on the property and all appliances which are included in written or oral,as to the physical condition,state of repair,use, this sale being in working order as of the date of Closing. cost of operation or any other matter related to the Premises or (f) If the Premises are a one or two family►house,delivery by the other property included in the sale,given or made by Seller the parties at Closing of affidavits in compliance with state and or its representatives,and,exceptas setforth in Paragraph 43 local law requirements to the effect that there is installed in the of the Rider hereto, shall accept the same "as is" in their Premises a smoke detecting alarm device or devices. present condition and state of repair,subject to reasonable use, (g) The delivery by the parties of any other affidavits required as wear,tear and natural deterioration between the date hereof and a condition of recording the deed. the date of Closing(except as otherwise set forth in paragraph 17.Deed Transfer and Recording Taxes. At Closing,certified 16(e)),without any reduction in the purchase price or claim of or official bank checks payable to the order of the appropriate any kind for any change in such condition by reason thereof State, City or County officer in the amount of any applicable subsequent to the date of this contract. Purchaser and its transfer and/or recording tax payable by reason of the delivery or authorized representatives shall have the right, at reasonable recording of the deed or mortgage,If any,shall be delivered by times and upon reasonable notice(by telephone or otherwise)to the party required by law or by this contract to pay such transfer Seller,to inspect the Premises before Closing. and/or recording tax,together with any required tax returns duly 13. Insurable Tide. Seller shall give and Purchaser shall executed and sworn to, and such party shall cause any such accept such title as any reputable title insurance company checks and returns to be delivered to the appropriateaddiional tar licensed in the State of New York shall be willin to approve promptly after Closing. The obligation ie pay any -shall sur tax g or deficiency and any interest or penalties thereon shall survive and insure in accordance with its standard form of title policy Closing. approved by the New York State Insurance Department,subject only to the matters provided for in this contract. 18. Apportionments and Other Adjustments;Water Meter 14.Closing, and Title. a "Closing"o s i n " means the and installmentAssessments.(a)To the extent applicable,the g ( ) g following shall be apportioned as of midnight of the day before settlement of the obligations of Seller and Purchaser to each the day of Closing:0i taxes, on other under this contract,including the payment of the purchase the basis of the flseal lion period for which assessed(December price to Seller,and the delivery to Purchaser of a bargain and 1, 2019 - November 30, 2020); (ii) fuel; Oil) Interest on-the sale deedwith covenantagainstgrantoes acts deed in proper Inerniums on existing.-Y" statutory shortform for record,duly executed and acknowledged, ' .-newals Of the CHO so as to convey to Purchaser fee simple title to the Premises, free of all encumbrances, except as otherwise herein stated. ro) If Clos ng shall occur before a new tax rate.is fared, the The deed shall contain a covenant by Seller as required by subd. apportionment of taxes shall be upon the basis of the tax rate for 5 of Section 13 of the Lien Law. the Immediately preceding fiscal period applied to the latest P assessed valuation. (c)If there is a water meter on the Premises,Seller shall furnish a reading to a date not more than 30 days before Closing and the unfixed meter charge and sewer rent, if any, shall be apPportioned on the basis of such last reading. 1PAnw&P,-In (d) If at the date of Closing the Premises are affected by an the Business -F. -S.� Heh ease shall assessment which is or may become payable in annual earitoln a to establish cornpilamee with that�eetien- installments,and the first installment is then a lien,or has been paid, then for the purposes of this contract all the unpaid 16. Closing Date and Place. Closing shall take place at the installments shall be considered due and shall be paid by Seller office of Matthews&Ham,38 Nugent Street,Southampton, at or prior to Closing. NevrYork 11968 at 11:00 a.m./p:m:o'clock on oraboutAugust (a)Any errors or omissions in computing apportionments or other 31,2020 or,upon reasonable notice(by telephone or otherwise) adjustments at Closing shall be corrected within a reasonable by Purchaser,at the office of Purchaser's title company If in time following Closing. This subparagraph shall survive Closing. Riverhead,New York. 19. Allowance for Unpaid Taxes,etc.Seller has the option to 16. Conditions to Closing. This contract and Purchasers credit Purchaser as an adjustment to the purchase price with the obligation to purchase the Premises are also subject to and amount of any unpaid taxes,assessments,water charges and conditioned upon the fulfillment of the following conditions sewer rents,together with any interest and penalties thereon to precedent: a date not less than five business days after Closing,provided (a) The accuracy, as of the date of Closing, of the that official bills therefor computed to said date are produced at representations and warranties of Seller made in this contract. Closing. c) The delivery by Seiler to Purchaser of a valid and subsisting 20. Use of Purchase Price to Remove Encumbrances. If at ertificate. of Occupancy or other required certificate of Closing there are other liens or encumbrances that Seiler is buildcompliance,e, or evidence that none was required,covering the obligated to pay or discharge,Seller may use any portion of the property authorizing and all of the other improvements located on the cash balance of the purchase price to pay or discharge them, propertyosingtheir use as a single-family dwelling at the provided Seller shall simultaneously deliver to Purchaser at date h Closing. Closing instruments in recordable form and sufficient to satisfy (c) The delivery fo Seiler to Purchaser rt a certificate stating such liens or encumbrances of record,together with the cost of that Seller isgoired by gn person,which certificate shall at i f the recording or filing said instruments. As an alternative Seller may form then required by FIRPTA or a withholding certificate from deposit sufficient monies with the title insurance company the I.R.S. If Sellar fails a deliver the aforesaid certificate or h employed by Purchaser acceptable to and required by It to Purchaser is not entitled under FIRPTA to rely on such assure theirdischa e,but only ifthe title insurance company will certificate, Purchaser shall deduct and withhold from the insure Purchasers title clear ofthe matters or insure againsttheir 4 enforcement out of the Premises and will insure Purchaser's 24. Purchaser's Lien. All money paid on account of this Institutional Lender clear of such matters. Upon reasonable prior contract,and the reasonable expenses of examination of title to notice (by telephone or otherwise), Purchaser shall provide the Premises and of any survey and survey inspection charges, separate certified or official bank checks as requested to assist are hereby made liens on the Premises,but such liens shall not in clearing up these matters. continue after default by Purchaser under this contract. 21. Title Examination;Seller'sInabilityto Convey;Limitation 25. Notices.Any notice or other communication("Notioe`)shall of Liability.(a)Purchaser shall order an examination of title in be in writing and either(a)sent by either of the parties hereto or respect of the Premises from a title company licensed or by their respective attorneys who are hereby authorized to do so authorized to issue title insurance by the New York State on their behalf or by the Escrowee,by registered orcertifiedmail, Insurance Department or any agent for such title company postage prepaid,or promptly after the execution of this contract or,if this contract is (b) delivered in person or by overnight courier, with receipt subject to the mortgage contingency set forth in paragraph 8, acknowledged,to the respective addresses given in this contract after a mortgage commitment has been accepted by Purchaser. for the party and the Escrowee, to whom the Notice is to be Purchaser shall cause a copy of the title report and of any given,or to such other address as such party or Escrowee shall additions thereto to be delivered to the attomey(s) for Seller Tiereafter designate by Notice given to the other party or parties promptly after receipt thereof. and the Escrowee pursuant to this paragraph. Each Notice (b)(t If at the date of Closing Seller is unable to transfer title to mailed shall be deemed given on the third business day following Purr aser in accordance with this contract, or Purchaser has the date of mailing the some,except that any notice to Escrowee other valid grounds for refusing to close,whether by reason of shall be deemed given only upon receipt by Escrowee and each liens, encumbrances or other obJections to title or otherwise Notice delivered in person or by overnight courier shall be (herein collective{yy called"Defects'),otherthan those subject to deemed given when delivered,or which Purchaser is obligated to accept title hereunder or which (c) with respectr'129;sent by fax or email to the Purchaser may have waived and other than those which Seller party's attorney. Eatiice by fax or email shall be deemed has herein expresslyagreed to remove.remedy ordischarge and given when transmission Is confirmed by the sender's fax If Purchaser shall be unwilling to waive the same and to close machine or appears in the sender's"Sent Mail",as the.case title without abatement of the purchase price, then, except as may be. A copy of each Notice sent to a parry shall also be sent hereinafter set forth,Seller shall have the right,at Seller's sole to the party's attomey. The attorneys for the parties are hereby election,eitherto take such action as Seller may deem advisable authorized to•give and receive on behalf of their clients all to remove,remedy,discharge or comply with such Defects or to Notices and deliveries. cancel this contract;(�iii)if Seller elects to take action to remove, remedy or comply with such Defects,Seller shall be entitled from This contract may be delivered as provided above or by ordinary time to time,upon Notice to Purchaser,to adjourn the date for mail. Closing hereunderfora period or periods not exceeding 60 days In the aggregate(but not extending beyond the date upon which 26. No Assignment. This contract may not be assigned by Purchaser's mortgage commitment,if any,shall expire),and the Purchaser without the prior written consent of Seller in each date for Closing shall be adjourned to a date specified by Seller instance and any purported assignment(s)made without such not beyond such period. If for any reason whatsoever, Seller consent shall be void. shall not have succeeded in removing,remedying or complying 27. Broker.Seller and Purchaser each represents and warrants with such Defects at the expiration of such adjournment(s),and to the other that It has not dealt with any broker in connection if Purchaser shall still be unwilling to waive the same and to with this sale other than Shutters ti:Sails LLC and Mystic Isle dose title without abatement of the purchase price,then either Realty, Inc. ("Broker") and Seller shall pay Broker any party may cancel this contract by Notice to the other given within commission earned pursuant to a separate agreement between foregoing, atter such adjourned date; (Ili) notwithstanding theegoing,the existing mortgage(unless this sate is subject to Seller and Broker,If,as and when title actually closes. Seller and Purchaser shall indemnify and defend each other against the same)and any matter created Seller after the date hereof costs,claims and expenses.including reasonable attorneys'o released,discharged or otherwise anerwise cured by Seller at or fees, arising out of the breach on their respective parts of any prior to Closing. (c)If this contract is cancelled pursuant to its terms,other than representation or agreement contained in this paragraph. The as a result of Purchaser's default,this contract shall terminate provisions of this paragraph shall survive Closing or,If Closing and come to an end, and neither party shall have any further does not occur,the termination of this contract. rights,obligations or liabilities against or to the other hereunder 28, Miscellaneous.(a)All prior understandings, agreements, or otherwise,exceptthat:(I)Seller shall promptly refund or cause representations and warranties,oral or written,between Seller the Escrowee to refund the Downpayment to Purchaser and, and Purchaser are merged in this contract; it completely unless cancelled as a result of Purchaser's default or pursuant expresses their full agreement and has been entered into after to paragraph 8, to reimburse Purchaser for the net cost of full Investigation,neither party relying upon any statement made examination of title,including any appropriate additional charges by anyone else that is not set forth'in this contract. related thereto,and the net cost,if actually paid or incurred by (b)Neitherthis contract norany provision thereof may be waived, Purchaser,for updating the existing survey of the Premises or of changed or cancelled except in writing. a new survey,and(ii)the obligations under paragraph 27 shall This contract shall also apply to and bind the heirs,distributees, survive the termination of this contract. legal representatives,successors and permitted assigns of the 22 Affidavit as to Judgments, Bankruptcies, etc. If a title respective parties.The parties hereby authorize their respective examination discloses judgments,bankruptcies or other returns attorneys to agree in writing to any changes in dates and time against persons having names the same as or similar to that of periods provided for in this contract. Seller, Seller shall deliver an affidavit at Closing showing that (c)Any singular word or term herein shall also be read as In the they are not against Seller. plural and the neuter shall include the masculine and feminine ender,whenever the sense of this contract may require it. 23.Defaults and Remedies.(a)If Purchaser materially defaults ?d)The captions in this contract are for convenience of reference hereunder,Seller's sole remedyshall be to receive and retain the only and in no way define, limit or describe the scope of this Downpayment as liquidated damages, it being agreed that contract and shall not be considered In the interpretation of this Sellers damages in case of Purchasers default might be contract or any provision hereof. impossible to ascertain and that the Downpayment constitutes a (e) This contract shall not be binding or effective until duly fairandreasonableamountofdamages under thednxrmstances executed and delivered by Seller and Purchaser. and is not a penalty (f) Seller and Purchaser shall comply with IRC reporting (b)If Seller materially defaults hereunder,Purchaser shall have requirements, If applicable. This Subparagraph shall survive such remedies as Purchaser shall be entitled to at law or in Closing. equity,including,but not limited to,specific performance. (9)Each party shall,at any time and from time to time,execute, 5 adtnoa%* uhte app Wdb and deltra =dt hnlhW be e by tl�ie En OkokLvmwftwAdWAWMARWO OM ltw Imm Wd ripaea bf this eatlbacf. TM mopa++ owl (h)Thb et+tslnaot b h to [in d 1W the_dWW benelil of tha MdMW alo and. e000eptas a pIp-..d l ptwmw M tat be Ibt tlu bvA wand 00�Crede any or a" pmMan area". of Igd0llowM aaadhtse0bearadpdeL�thaaasds Es etedled hetab end assde a paaEtaeaeof. baaRlderta aehedhesneltoalanWdt+aparthaiOO In Wibm @Ile hey bean d*eao=Md by ma petNns heIA p90%teao. Pwchmm Cotitbney wChaw s.MiC00118 d.Sear combo.P Anomer tar sjetNr.Wit_AM HL� ABY tar Yat+ohaeer.OYan iL l oplrt4 QisF Aat*Ms:SYSONa[ Addteia Ioam fbinBYttti Q8oat7G6 BolttMsfpt0tl,qY tt1i68 TQLI. 6").736aff Fatc(M)73t-7H2 To: Pt) loo Feat(in ze7•+eoN . . x,�on .,ttt- aaaeis eteenlaMl@e�rH1p►oan PW m Ns * aw�nso(pw-p VI Downpaynald is —Rd 9W *above WAWA!NaLaaap&Wftg"*=Oat Mor pee4=ftftbWQ%%l IM"k"4" dP"bmMft 'ihte prfpttad tern otootateaet otsute prat deoontad br sooapater to 1aa omce of Sdiar's aaarse� _app Wtw bees a><.ae is tbxstatabrd Wtca rsuept as�diea�d by atetatr b�d�_._. a for el cusnatemees. It shotild be reviewed ca.eFully 17jaciiar and Purchaser their aftern.ya an each and every transaeflan lecesse Y". gation of Purchaser to purchase under the conhactof sale's centingenton NfGhWer2g ObtEl.111 a "odgege comp-ift-ent Wetter from an institutions'Lend&within the number eF days spee'lled forth This reFers,4&i*lendmr-d_y_—p.il r% attorney should state hialher ealculatio. of We Own, I&nant Deft In-the letter dellvering the executed eon&aeHv-. us W.-se. Purchaser should .......... or carreet that daft. in applying far a 'can, Purchaser aliculd a-farm its lender of the scheduled daft of closing In hSe ca track a vel equest gist the expiration debe of Hie ca - lb ient occur after the scheduled dakle of elosing. Pu eltesm-mus comply with deadlines and pursue the application in gatid falth. The evi- -lb e A ea%fingency is satisfied by'some ice a Fn Be" ego th- if the eam, Ab to A os'ate withdrawn or n Ot Purchases ru,is the risk of being In default under the can&ftet of honored, with Selmer. a. 2F Hiere amseen terms and co Milo to 0-atere equired or would not be acceptable to Parelmser,sueh as Hie into-estrats; o,fees or a candille i requiring sale of the awyant home,t-h---_e- ..d ca telitic ks should be specified in-a-ricleit 4. Thms amause assumes diatiddem eview and approval of l3weltaseft creditwill occur before the eamiltmentletterialse Puralmsershotdclem-flen with Hie lender that this is lhe case before applying for the cc - -lb 'sib 5: th as has bee- cc -non, tile e0mmitme"Al-efter lb_I nonetheless,and P......m. will take the isk oF Willing those em %ti!nent conditions,MCA if Purchaser defaults an'is obligation to close. Under Now 3fork ease law,a defa purehaser may not recow any part of the dow--payineft and Geller does not have to prove any dmrnaqes�. NPurehmer's not willing to take that.riek,the clause must be modified accordingly. 7. This clause allows Sel ler to ca-teel If a ea it I'&I-m 6"'1-1 A 6 a ecapbed by Purchaser by the Gan i n ibne it Date,uniess Purchaser thnely supp Heg a copy eF . .. S liar the option to avoid havint,to wait until the scheduled dot&-of elesing to--me IF Pur-ch-after will be able to —:9_m. 6 Oiler may prefer to ca teal m th--"--ta w nd settle Mr'C.Fefture of the clawnpayment if Purehaser defaults. Because of Seller's right to cancel, Purchaser may not we've this contingene clause. This clause meens that Purchaser'a subject to eaneellation by Boller even if Purchaser is willing to risk that Itaishe wl'm obtainthe Gc�nrnitment afto the Gavvinjibnent Date. Saffle Purchasers fne"etwant to be subjeei to such cancellation by Seller. v 8. Purchaser may want to m�d 1?pe ag eph 22 that Purchaserig re'rnbursement should inelude a i nafundable Finane nu and 1 e9peellan expenses of. weltem,vuldel.almuld be refunded by Seller if Seller willfully delaults unde lite cambect of vale jalbernative, if Boller is unable be tramfer title under the contract eF gal*. w251ee Bar Association ly Law Gonlr"ltw__f@kp amiql4p.1molon of the Bar of IyGerntnitteeo 7 RIDER TO CONTRACT OF SALE Seller. Jeffrey S. MacDonald and Courtney S. MacDonald Purchaser: Matthew Kaelin and Kathryn Collins Contract Dated: June 24 , 2020 29. In addition to, and not in limitation of, those items listed in Paragraph 9 of the printed form portion of this contract, the Premises are sold and shall be conveyed subject to: (a) state of facts shown on survey of CME Associates Engineering, Land Surveying&Architecture, PLLC,date April 19,2017, and any state of facts an accurate updated survey or a title company's personal inspection would disclose, provided title would not be rendered unmarketable or uninsurable by any facts disclosed on such updated survey or personal inspection; (b) utility easements that affect any land in the bed of any street, road or avenue,open or proposed, in front of or adjoining the Premises, provided the same do not render title uninsurable or unmarketable; (c) liens for taxes, water charges and sewer rents for which adjustment is made at Closing; (d) possible encroachments of retaining walls, stoops, railings, trim, hedges and fences, and variations between record lines and hedges, fences, stoops, railings, trim and retaining walls not exceeding three (3) feet, provided that, in the case of encroaching objects appurtenant to adjoining properties, Seller shall have caused to be omitted from Purchaser's title report any exceptions to the effect that the owner is out of possession of any portion of the Premises; and (e) covenants,restrictions, utility easements and agreements set forth in any instruments recorded in the Office of the Suffolk County Clerk prior to the date hereof, provided the same are not violated by existing structures or uses. 30. No obligations, statements, representations or warranties of Seller set forth in this contract of sale shall survive delivery of the deed unless otherwise expressly provided herein and Seller shall have no liability with respect thereto after the Closing except as so expressly provided. 31. This contract, consisting of the form contract of sale, this Rider and Schedule A hereto 8 and the attached Lead-Based Paint Disclosure Form, constitutes the entire agreement between the parties hereto and the parties shall not be liable or bound in any manner by express or implied representations, warranties or agreements unless expressly set forth herein or in another instrument in writing signed by the party to be charged. 32. This contract may be executed in several counterparts,each of which shall be deemed an original and all of which together shall constitute one and the same instrument. Counterparts of this contract exchanged with faxed or e-mailed signatures shall be as binding as those with original signatures. 33. Purchaser shall be responsible for paying and shall pay at Closing,by certified or bank check if required, the Peconic Bay Region Community Preservation Fund transfer tax imposed on purchasers of improved real property in the Town of Southold at the rate of 2%of the amount by which purchase price exceeds$150,000. Seller acknowledges that Seller is responsible for paying, and Seller agrees to pay at Closing the New York State Real Estate Transfer Tax imposed at the rate of $2.00 for each $500 of consideration or fractional part thereof pursuant to Section 1402 of the New York State Tax Law. Each party shall indemnify and hold harmless the other from and against liability for failure to pay any transfer or other tax (including interest and penalties if applicable)for which such party is primarily liable by statute, including but not limited to the foregoing taxes. 34. The attorneys named beneath the signature lines on the printed form portion of this contract are hereby authorized to change any dates or time periods set forth in this contract. Seller's attorney shall date this contract as of the date the following number of days after a fully-executed copy is placed in the custody of the United States Postal Service or an overnight courier service,as the case may be, in an envelope addressed to Purchaser's attorney, at the address set forth beneath the signature lines on the printed form portion of this contract, with appropriate postage or charges prepaid or provided for: (a)if mailed by regular mail,the third business day;(b)if mailed by Priority Mail,the second business day; or(c) if delivered by overnight courier service, the first business day. Alternatively,this contract shall be dated the date a fully executed copy is hand delivered or faxed or emailed to Purchaser's attorney. 35. In lieu of Seller providing Purchaser with a Property Condition Disclosure Statement pursuant to Article 14 of the Real Property Law, Seller agrees to give to Purchaser at the Closing, and Purchaser agrees to accept from Seller in full settlement of Seller's obligations under said Article 14, a credit against the Purchase Price in the amount of $500. Purchaser acknowledges that Purchaser has been advised to obtain independent professional inspections and environmental tests and to check public records pertaining to the Premises in order to obtain information concerning the issues addressed on such Property Condition Disclosure Statement. The parties understand, intend and agree that, upon the granting of the aforesaid credit, Purchaser shall have no further rights or remedies under the aforesaid Article 14 of the Real Property Law. 9 36. Subject to the remaining provisions of this Paragraph 36,Seller shall provide Purchaser at Closing with a Certificate or Certificates of Occupancy covering all the improvements that currently exist on the Premises for which a Certificate of Occupancy is required, provided that, if one shall be required by the Town of Southold as a condition to the issuance of any such Certificates of Occupancy, Purchaser shall have delivered to Seller, at Purchasers sole cost and expense and at least fifteen days in advance of the date of Closing, a print of a current survey of the Premises. Should a variance or other relief from the provisions of any law, ordinance, rule or regulation be necessary or should any additional labor or materials be required to be furnished in order for Seller to obtain any such Certificate for any orall of such improvements, in other words,should any such Certificate not be capable of being issued as a matter of right without Seller having to make any expenditures otherthan expenditures not to exceed$2,000 plus the application fee therefor or the cost of installing a smoke or carbon monoxide detector, then and in that event Seller shall be entitled to cancel this contract and, if this contract is so canceled, the provisions of Paragraph 21(c) shall apply. Anything herein to the contrary notwithstanding, in the event Seller cancels this contract pursuant to this Paragraph 36,Purchaser may nevertheless rescind such cancellation by notice to Seller given within five days of receipt of Seller's notice of cancellation, in which case the parties shall proceed to Closing without abatement in the Purchase Price and without any obligation on the part of Seller to deliver any Certificate of Occupancy for the improvements on the Premises. 37. Purchaser acknowledges receipt of the attached Lead-Based Paint and/or Lead Based Paint Hazards Disclosure Foran (Blumberg form 3142)duly completed by Seller and of the EPA Pamphlet"Protect Your Family from Lead in Your Home". Purchaser hereby waives any and all rights Purchaser may have to conduct at the Premises a risk assessment or inspection for the presence of any lead-based paint and/or lead-based paint hazards and Purchaser agrees to acknowledge such waiver and Seller's disclosures on such attached Lead-Based Paint and/or Lead-Based Paint Hazards Disclosure Foran. 38. Seller represents that at the time of Closing the Premises will have an operable carbon monoxide detector and an operable smoke detector. 39. Seller agrees that, between the date hereof and the date of Closing, Seller shall maintain the lawn, landscaping and shrubbery in the same manner as they have heretofore been maintained,with all necessary mowing and trimming and other exterior work being performed at regular intervals. 40. Seller represents that this transaction is not a "short sale" and there will be sufficient proceeds realized from the sale to satisfy at Closing any and all liens against the Premises. 41. Seller represents that the Premises are served by Fishers Island Water Works and that all hookup/tap fees are paid in full. 10 42. NoW*wtandMg Paragraph 26. this Conbad may.be aseignad by Purchaser to a memberormwrrthersc#P oftsltich Purd�e:fer�lor aberhip.bust bels Of Infted (fa W MPNy Purchesees immediate %n*ane the sate shareholders. partrun. benef s eN trtembem as dw aiae may be. 43. Subject to the remaining provisions of this Paragraph 43. 5 shaft be a mndidon to Cueing that Setter shall have cursed the vwmIcuft insulation to be removed from the aft of the dwo ttg an the Premises by a qualified profeasiMI Sefacted by Purchaser Md shag have deitvvered to Purchaser a aeran of wra;esW asbeaks abate ord from an Independent New Yank State certified 491Miet.. Seller shd Wttretd with are professional selected by Purohosmr but Pexdaaer shelf be nn pmeibie for the entire expense of removal up to the sum of$15.1100 and Shah be entitled to any refi n is or rebates from the manufacturer. Within three days of Sefters requed for any d eposMs or otherpayments due under ftWe oontradfor rerttoval(which request may be wditn or oral).Purchaser don provide Seiterw0h the funds necessary to n m gied red depositor payment. If the net cost of removal(> Info aoccunt SnYretund that may be due)shalt emceed$45.000.then Sel;ershall have the option d paft the excess or of cetoelling thld Contrast. If SeNer eteds to cancel this Conbvd pursuant to this Paragraph 43.theparties shay thereafter have no NOWrights or obligations hereunder other than Sellers obligation to return the Qownpayment to Purchaser. In the event the tra"Wedton does not dose due to the feutt or Inability of the Seiler.the Seger shall nehnburee the Purchaser for the cost the Purchaser has kwurrad in connection with the removal of the vemicu ise Insulation. For purposes of this Paragraph 43."expense of removo and'net cod of remover shall irrdude not only the actual insulation removal and asbestos abatement 0110tg+t8 but alao 09 construction costs hmnad in connection wNh preparing for the rernoual and repairing resulting damage and any casts associated with the asbestos abatement oon. Jeffrey S.M onatd, Seller CO�7_,� S /� Courtney 3.Ru_nald /gottu�tth Kaetirn. �*�'`. Kathryn Cc rns. chaser t� SCHEDULE A TO CONTRACT OF SALE Seller: Jeffrey S. MacDonald and Courtney S. MacDonald Purchaser: Matthew Kaelin and Kathryn Collins Contract Dated: June 2-9 , 2020 All that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Fishers Island, Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the southerly line of Avenue B,said point being located 5369.16 feet North of a point which is 1108.79 feet West of a monument marking the United States Coast and Geodetic Survey Triangulation Station"PROS"; RUNNING THENCE South 3 degrees 59 minutes 40 seconds West, 86.00 feet; THENCE South 53 degrees 52 minutes 10 seconds West, 96.70 feet; THENCE North 9 degrees 26 minutes 00 seconds West, 59.67 feet; THENCE North 1 degree 41 minutes 50 seconds East, 25.99 feet to a monument; THENCE due North, 74.00 feet to a monument on the said southerly line of Avenue B; THENCE South 80 degrees 30 minutes 40 seconds East, 85.00 feet along said Avenue line to a monument; THENCE South 78 degrees 03 minutes 10 seconds East, 9.41 feet along said Avenue line to the point or place of BEGINNING. TOGETHER with a right of way over a strip of land 12 feet in width as set forth in Liber 8784 cp 355, said right of way being described as follows: BEGINNING at the point of beginning of the above described tract; RUNNING THENCE South 3 degrees 59 minutes 40 seconds West, 86.00 feet; THENCE South 53 degrees 52 minutes 10 seconds West, 96.70 feet; THENCE South 36 degrees 07 minutes 50 seconds East, 12.00 feet; THENCE North 53 degrees 52 minutes 10 seconds East, 102.28 feet; 12 THENCE North 3.degrees v9 minutes 40 seconds East, 89-90 feet to the southerly line of Avenue B; THENCE North 78 degrees 03 minutes 10 seconds West, 12.12 feet to the point or place,of BEGINNING. 13 3142-lad pitatdfjdosu�.�tatdwdtte� 34 CPRNrrr 33.40CPRe=74$.9 d+r6 Disclosure of Information els Lead-Based Paint and/or Lead-Band Point Hazards SALES LAW Wandng S>atemoid Eveey pnrrhaterofmW interest in reddentid teat praperty an wbhb a resWeadtd dwelling was built prior of 19'1.8 is aatirted fbst such property way pramt axpaarW to lead AOM ka&bnw palet that racy Placa Young cbIldren at tttk of developing ked paisoahrg. Lard pdisoaing in long children may produce 11"ma =tnouroloSkaldataaMincludinglarulagdiabiRties,redueediatt8iganeeguadmd,behavioral prob1410%and Impaired naeeaery. Lad poitaolrtg also poses a particular rink to pragnant women. The. sdkrofaapr lataneat In residential real property Is required to provide the boyerwitliany Inforeoatioa on 'ba"i pabr!baatrds from risk amts or lospeetions in the seller's peasesdon and aofl$r the buyer of nay kaae►a lead-based palet hmArds. A rick asse+esaxeat or knuctlea for possible lead-based Out bR=rds is lecosameaded prior to purehasa sense's Di CI=M , (a)Presence of kad�based paint and/or lead-based paint hazards X IMok(1)or 111)below): D (1)Known l vWx sed paint and/or km based paint baards are present in the housing (saplaw). M»-..-ww.....»...NN.NNY.r..MMw....wwM. NM.N.N.»..N.w..NN..-.-. NN.... ....«...N.� Hw....-Yr.w.N.M.-.... ......w.....» -.....�w._N.MM+.w.N.N..a M...r..�...w..N..r.�w�wN.w�.......N... �....N..._.N-.N..N.N.....M.Nwr....ti...w»....NMN......._....�I....N....»..MN....�.w M........................_..N.r................ If (In Sella has m knowkdga of lead-based paiat and/or lead-based print ha=tb io rho housing. (b) Rocwds and Mporls available to seller f shock(1)or(!1)below): O (1)-Seller has provided dee purchaser with all avoikble rem*gad reports pertaining to lead-bused paint endfor lead4med paint Luz in the homing Ondaaon m below). M VtiMM......MMM.�..Y.M..nw.NNaw..N.w..w.Mw.MNwNNw1...NN...N......w.NMMN..w.NM.w.w.w.w-..w.w•.w NNNN..NM.M.rrM .NMYwMNNN.ti.�..NNN+Nw.MwN...NM W r..wr.r..r�..�N.ti.�NMNr.-.NNMa...NNNw...NNN.rwwwMww•w.wwNwMw..wN.w.M. .'� .. N.Nr. .NN-M1N.M.NMMwM.NwtN.MNN11ry�N.NNNMNN NtiNNw. ® (li)Salter has no reports or-eras pertaining to lead4 sad paint and/or ieod used point haxatda in the boustttg. Puralrra"e3 Achnowledgmont(fundal) (a) Pure ww has received copies of all Information listed above, (d) Purchaser bas motived the pamphlet Prbterr Vow FaarUy qw Lead In your Roma (a)JJCA—Purchaser has(cheek(1)or 91)below); O (�seeeiveda 1lMayopportunity{vrmutuallyagr+eedaponperiod)toconduatarlskassessrneatwlnspeCtion for the presence of lead-based paint and/or laadbasnd paint hazards;.or 99 (R)waived the opporttarity to conduct a risk assenment or inspection for the presettae oflead-based point and/or lead-based paint hazards. Agent's Acbmiedgment(willal) (0) Agent has infomaed the seller of the seller's obligations under 42 U.S.C.4852d and is aware of his/her r+esponsiblihy to ensust:oompbaneg. Cordficate of Accuracy Tke following parties have reviewed do Infomtation above and certify,to the best oftheir knowledge„that the info natift they have provided is trvc and accurate. AAJ— mgm /4�14,*k- , ,a.. .teRrey 3 Ck" Purchaser 't Iselin �e Sellar Courtney S. MacDonald Dela Pumbaser, WaDpcMins, pate 14 w � I toi I 0 DECK I w 0 o I U) 0 0 D1µ APPROVAL ooI : : I W w C): I J W: o I O cy) I 0 5 � I � EXISTING I � I DAN COSTA OUTDOOR I OC) P.O.BOX411 MONUMENT STEPS SHOWER s I o MYSTIC,CT 06355 � I 617-448-9954 (FOUND) I � w o BUILDING SETBACK NEW s ►n a, LIN E (TYP. our OOR 4aplrlv i I } X35' ALL DIRECTIONS SHO CCNp,tioNs� EPt(;6) N \ 1 ]ED ��h�� ' \, I PROPOSED Z � X�5 r�`� \� CONNECTOR ADDITION AND nGARAGE 0BONUS ROOM 0 13�THR0gAA POLE RENOVATION AXIS i 1,Voyr-15vlt � SCALE: 1/4"= V-0" ` 'f' GARAGE JULY 21,2020 PAVED CONCRETE PAD % EDGE 1O DRIVEWAYPAVEME i Deck I SW x 27'60 .14i 7 647'k� -1 77: n. A •gg Ca P-1 rc V aer s 0,0 rwo i IT"s '4-2 X iia Se. rt vJ r is IH A I U aFn g ggg th IS room is 8 x ay 81 3 T1 Bed Kitt", used for the kitchei Mallb. Level APP4&16=4 atfoo; . . . renovation ROOMMe T Lower Level Ji , 8 v _ t' � � a .�:" 5' • '..�,� of 3 a^6;: •'ata. p i� ps: l — •C� 'e } �3a ¢��� t� W Lw' . S �X - �ti �.sN 9 bg a }" ab 4c F / thawing Copyright 0 2015 Sys " _ 33 Wilbur Cross Way,Mansfield, 06268 0– POLE #164 lJ /y n, 101 East River Drive, 1st Floor — East Hartford,CT 06108 860-885-1055 1 www.chacompanies.com AVENUE B -- -. � POLE X160 ---� 78'03'10" E SURVEY MAP N/F 9.41' PREPARED FOR: DONALD & VIOLA MONUMENT CATCH❑ N 78'03'10" W o (NOT RECOVERED) s 80. BASIN � 12.12' MATTHEW KAELIN & (FAXMREFERENCE EYER 85.00E e�AsCN �---.___ KATHRYN COLLINS 1000-006-2-16.3) 340'1 DECK S MONJMENT CRESCENT• AVENUE__"' 328 AVENUE B, MANHOLE (Nor IeEcoiEREo) = FISHERS ISLAND, NY N � WTREE 0 N: 5369.16 In I8 �r { W. 1108.79 9 9 E a S 0 Nv �tiG� DECK I!E EXISTING ,r ENCLOSE oc RESIDENCE .PORCH g o 40 10.2' 35 ODI EXISTING LI LOCATION MAP SCALE 1 "=400' ' 1 STO RY PROP)SED I� .. RESIDENCE 50 SQFT �g w w I /t ADDI110N CONNECTING inn o 0 IAAF REFi72ENCES STEPS OUTDOOR 2 HOUSE & cT � a, MEieESroNE SHOWER EE GAARAAX W 00V01 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO MATTHEW KAELIN do (FOUND) 8b" KATHRYN COLLINS 328 AVENUE B. FISHERS ISLAND, NEW YORK SCALE: BUILDING SETBACK�� � z 1"=20' BY CHA 33 WILBUR CROSS WAY, MANSFIELD, CT 06268. PROJECT W ' LINE (TYP.) 29 R' 065892 8/26/2020. IT IS A WILATM OF u AM ACTIINQ MOM THE DIECTM OF A LICENSED ENOIEER,AR0#TECT,LANDSCAPE ARCHITECT OR LAND u) Q1 8.4' SlsTA►�aF°A�uD aNuLaIM AN ITEM IN ANY YAFLT mT►+EMnU�u"TEr°IM ifN ;t to ENCMEEItt,ARCHITECT,LAND9CAPE ARCHITECT OR LAND O N SURVEYOR SHALL STAMP THE DOCUMENT AND Na.UDE THE SHED PROPOSED $ NOTATION*ALTERED BY FMLOWM BY TTM SNx1A71104E THE z 6' HIGH DATE OF SUCH ALM CIM oESCRIPTaN FENCE W ALWATION. V!i NOTES •-A. _—_----——--- � GARAGE POLE 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED s' HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO ? � BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE GARAGE 37 d. ENGAGEMENT. 777 / 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, PAVED CONCRETE PAD UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO zz . ;' DRIVEWAY / 12 (RIGHT ALTER AN ITEM IN ANY WAY. PROPOSED EXISTING N/F 0 /� gel AY 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S ADDITION RESIDENCE PIERCE =g $ 596'l0 / SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF RAFFERTY 0 „ 4. THE LAND SURVEYOR. (TAX REFERENCE In 1000-006-2-17.5) �0 5ti 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC g'S � Z SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP I / STONE 1000, SECTION 006, BLOCK 02, LOT 13.1. t LEGEND I DRIVEWAY No. Submittal/Revision p'd. By Date t 6.) TOTAL AREA = 0.25f ACRES (11,0051 SF) PROPERTY LINE i 1 ABUTTERS LINE —— t ______– / �/ 7.) SITE IS LOCATED IN ZONE R-40. v j� I EDGE OF PAVEMENT S 36'07'50" E t STONE DRIVEWAY I 8.) BASE FOR ELEVATIONS NGVD88. EDGE OF GRAVEL ------------------- 12.00' EDGE OF PAVED DRIVEI 9.) PERCENT OF LOT COVERAGE PROPOSED– 22.79'0. STONE WALL —— FENCE TREE LINE OVERHEAD WIRES o/W NOW OR FORMERLY N/F ♦_POLE #163 UTILITY POLE - BOUNDARY POINT O 0� NEVV Designed By: Drawn By: Checked By: CO V� � ,1� --- NBC CB/RHS n`r• Issue Date: Project No: Scale: QUALITY CONTROL CERTIFICATION r x �- G 09/30/2020 066374 1"=20' V1 GROUP REVIEWED DATE 0510'11' J� PROJECT MANAGER �` J SURVEY S LAND 5 Drawing No.: ENVIRONMENTAL • G���� 20 10 0 20 CML SHEET 1 0 F 1 STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL F / Drawing Copyright 0 2015 RS 33 Wilbur Cross Way,Mansfield,CT 06268 ♦— POLE #164 �-- _ 0 v /�/ 'l ^ / 101 East River Drive, 1st Floor Hartford,East Li 860-885-11055 www chacompani'es.com / #1 60 AVENUE B `-- -— S 78'03'10" E I SURVEY MAP N/F _ �`'-� 9'41 PREPARED FOR: DONALD & VIOLA MONUMENT MEYER CATCH r-1 N 78'03'10" W (NOT RECOVERED) S 80,3 M BASIN 0 I a 12.12' MATTHEW KAELIN & (TAX REFERENCE 85.0040 E BASICATON " -- KATHRYN COLLINS 1000-006-2-16.3) CRESCENT AVOENUE� 328 AVENUE B, DECK O MONUMENT MANHOLE (NOT RECOVERED) FISHERS ISLAND, NY �t• W 4„ N M U a- TREE © EN_.. 5369.16o1108.79 3 NVE 9 o� 0 I o AVE �ti o_ o GF o o DECK EXISTING z ENCLOSE - RES o RESIDENCE PORCH 0 L` 10.2' Cd 0 35 (10 Ld EXISTING LOCATION MAP SCALE 1 "=400' o 1 STORY PROPOSED I3 r"418APP ( RESIDENCE 50 SO. FT. ®� � Iw ADDITION � CONNECTING o MAP REFERENCES OUTDOOR 2 HOUSE & 0 MERESTONE STEPS SHOWER EE GARAGE to o°'o 0 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO MATTHEW KAELIN & (FOUND) KATHRYN COLLINS 328 AVENUE B, FISHERS ISLAND, NEW YORK SCALE: BUILDING SETBACK � z 1"=20' BY CHA 33 WILBUR CROSS WAY, MANSFIELD, CT 06268. PROJECT W LINE (TYP.) , 065892 8/26/2020. ITIS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE 29.5 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL I pf 8.4 ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN TTEM IN ANY WAY.IF AN ITEM BEARING THE J STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND O N SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE SHED PROPOSED NOTATION DATE OF SU�ALTERATION, A SPECIFIC BY*FOLLOWED BY THEIR SIGNATURE, E DESCRIPTION z s HIGH OF THE ALTERATION. FENCE NOTES.'� —— ------—— ccx:) 0� GARAGE � s' 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED POLE HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO r, 9�,� BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE GARAGE 37' d- ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, PAVED CONCRETE PAD UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO � '-N+ � DRIVEWAY + 12' RIGHT ALTER AN ITEM IN ANY WAY. PROPOSED EXISTING N/F 0 r 3' hti1O OF WAY 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S ADDITION RESIDENCE PIERCE s 1v y� 1° / ) r o g g6' SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF RAFFERTY k- THE LAND SURVEYOR. (TAX REFERENCE i 1000-006ERENC 5) o y�j 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP I STONE 1000, SECTION 006, BLOCK 02, LOT 13.1. f / LEGEND I I DRIVEWAY 6.) TOTAL AREA = 0.25± ACRES (11,005± SF) No. Submittal/Revision App'd. By Date PROPERTY LINE I 7. SITE IS LOCATED IN ZONE R-40. ABUTTERS LINE —— % _________' ) EDGE OF PAVEMENT S 36'07'50" E STONE I EDGE OF GRAVEL ------------------- 12.00' DRIVEWAY 8.) BASE FOR ELEVATIONS- NGVD88. EDGE OF PAVED DRIVE —— 9.) PERCENT OF LOT COVERAGE PROPOSED- 22.79'0. STONE WALL -' ------ FENCE TREE LINE OVERHEAD WIRES -NOW OR FORMERLY N/F ♦_POLE #163 UTILITY POLE -O- BOUNDARY POINT 0 O� NEE/(/�U . ��0. Pi g/�,G� '`� Designed By: Drawn By: Checked By: co ' A --- NBC CB/RHS Issue Date: Project No: Scale: QUALITY CONTROL CERTIFICATION 09/30/2020 066374 1" = 20' GROUP REVIEWED DATE 05101�' ,0✓ PROJECT MANAGER Q LAND Drawing No.: SURVEY ENVIRONMENTAL 20 10 0 20 CIVILSHEET 1 OF 1 STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL D J(1i_ 2 9 2021 r r T..4 3GU L) 5 GN P LU 59 LLC architectur I 5er iCC5 Cie, 51 4 Stonewood Drive , Old Lyme , CT 0637 ww . 0 e5i n I u5 . com dnoe@3GOdC516jnpIU5 . COM 17) - w 36 dt 6 549 5457 FROP05ED ADDITION AND RENOVATION5 ATO 328 AVENUE E3 5/3 /2021 FOR rhRMIT IT TREERE R " D 7/ 17/21 GAS v 1 D A Ctii VIShP �� -- 0 0 399 0 O NE\ -' W YO-1� A - "--'-' RS ISL Nh 328 AvENUE B FIS7tffth OWNER.• PROJECT LOCATION MAP ARCHITECT , • : :. DESIGN CRITERIAi,,: DAN COSTA MATT KAELI N GROUND WIND DESIGNSEISMIC SUBJECT TO DAMAGE WINTER P.O. BOX 441 SNOW SPEED TOPOGRAPHIC WIND EXPOSURE DESIGN weathering Frost line Termite DESIGN ' 328 Avenue B MYSTIC CT 06355 LOAD (mph) effects CATEGORY v-ULT. CATEGORY depth TEMP Fishers Island, NY 20 sf 130 N/A D B SEVERE 36 MIN. 7 F TEL. 617-448-9954 p n MODEEAI ATE/ o 06390 ICE BARRIER FLOOD AIR MEAN CLIMATE WIND BORNE � fkt1 HAZARD FREEZING ANNUAL ZONE DEBRIS ZONE 328Ave B.Fishers UNDERLAYMENT INDEX TEMP Island,NY 06390390 s�o REQUIRED TELEPHONENOTE: YES N/A 1,500 OR LESS 50° F 5A No <Yh 973-592-4577 The drawings demonstrated in this set o CODES THIS PROJECT WAS DESIGNED TO: f construction documents have been W�av WOW designed by Dan Costa and reviewed 2020 INTERNATIONAL RESIDENTIAL CODE W/ NEW YORK STATE AMENDMENT f=� rtxa by 360 Design Plus, LLC. To the best 1 of our knowledge the drawings meet ,,, F, the existing building code, if any �. nx Ave r t- discrepancies are found before or during construction please contact the architect immediately. �``�, ABBREVIATIONS FOUNDATION NOTES CODES I . STRUCTURAL FILL SHALL BE PLACED IN 8" LIFTS COMPACTED TO 95% OF MODIFIED I . GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY INCONSISTENCIES IN THE NEW YORK STATE BUILDING CODE A.F.F. Above Finish Floor HGT. Height OPTIMUM DENSITY. DRAWINGS, EXISTING CONDITIONS OR THE PROPOSED CONSTRUCTION IMMEDIATELY. A.C.T. Acoustical Tile H.M. Hollow Metal INTERNATIONAL RESIDENTIAL CODE W/AMENDMENTS 2020 2. NO BACKFILLING OF FOUNDATION WALLS SHALL BE UNDERTAKEN UNTIL SUITABLE WALL 2. GENERAL CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE A/C Air Conditioning HORIZ. Horizontal BRACING (TEMPORARY OR PERMANENT) HAS BEEN INSTALLED. JOB AND SHALL BE HELD RESPONSIBLE FOR THE SAME. A.H.U. Air Handling Unit H.B. Hose Bibb 3. DO NOT POUR FOOTINGS ON FROZEN SOIL. REMOVE ALL FROST PRIOR TO POURING 3. ALL NOTES AND DIMENSIONS DESIGNATED AS "TYP." OR"TYPICAL" APPLY TO ALL SIMILAR ALT. Alternate IN. Inch CONCRETE. CONDITIONS THROUGHOUT THE PROJECT. ALUM. Aluminum INCL. Included 360 DESIGN PLUS, LLC 4. ALL 501L SURROUNDING AND UNDER FOOTINGS SHALL BE PROTECTED FROM FREEZING 4. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. DIMENSION LINES David A. Noe AIA ALF. Aluminum Frame INFO. Information AND FROST ACTION DURING THE COURSE OF CONSTRUCTION. 501L WHICH HAS BEEN AND NOTES SUPERSEDE ALL SCALED REFERENCE5. ANCH. Anchor, Anchorage I.D. Inside Diameter ALLOWED TO FREEZE SHALL BE REMOVED. 4 Stonewood Dr. Old Lyme, CT. AB. Anchor Bolt IN5UL. Insulation 5. ALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF STUD AND CENTERLINE OF 360DESIGNPLUS.COM 5. FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC, UNDISTURBED SOIL, STRUCTURAL STEEL COLUMNS UNLE55 OTHERWISE NOTED. TEL. 617.549.5457 L Angle INT. Interior WHICH MAY BE ORIGINAL 501L OR CONTROLLED, COMPACTED STRUCTURAL FILL. THE ANDD. Anodized K.P. Kick Plate FOLLOWING BEARING VALUES ARE A55UMED: 4000P5f. G. ROOFING CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ROOF PENETRATIONS, APPR. Approved LAB Laboratory AND TO FLASH ACCORDING TO MANUFACTURERS SPECIFICATIONS. PROJECT ARCHITECT: G. MATERIAL USED FOR STRUCTURAL FILL SHALL CONFORM TO THE FOLLOWING GRADATION: ARCH. Architect, Architectural LAV. Lavatory SIEVE SIZE: PERCENT PA551NG 51EVE SIZE: PERCENT PA551NG: 7. THE REQUIREMENTS FOR SEISMIC LOADS HAVE BEEN INCORPORATED INTO THE DE51GN A515. Asbestos LTG. Lighting 52" 100 #40 5-45 OF THE STRUCTURAL, MECHANICAL, AND SUSPENDED CEILING SYSTEMS AS REQUIRED A.P.B.O. As Provided By Owner MACH. Machine 3/4" 50-100 #100 0-15 FOR THE NEW CONSTRUCTION. DAN COSTA A.S.B.O. As Selected By Owner MAINT. Maintenance Y4' 30-75 #200 0-5 8. SIGNAGE SHALL BE PLACED ON THE WALL ADJACENT TO THE LEVEL SIDE OF A ROOM P.O. BOX 441 A5PH. Asphalt MERG. Manufacturer 7. BOTTOMS OF EXTERIOR FOOTINGS SHALL BE AT LEAST 4'-0" BELOW FINISHED GRADE. DOOR AT A HEIGHT OF 5' A.F.F. MYSTIC, CT 06355 ASSY. Assembly M.BD. Marker Board 8. PROVIDE EXTERIOR AND/OR INTERIOR FOOTING DRAINS AS REQUIRED BY SITE 9. PROVIDE AN ALUMINUM DIVIDER STRIP AT ALL DOOR THRESHOLDS WHERE TWO DIFFERENT TEL. 617-448-9954 ASST. Assistant MAS. Masonry CONDITIONS. FINISHES MEET UNLESS OTHERWISE NOTED. AUTO. Automatic M.O. Masonry Opening 9. INSTALL FOUNDATION WATERPROOFING TO BELOW GRADE SURFACES BM Beam MAT. Material I DEMOLITION T SYMBOLS NOTE: BRG. Bearin MAX. Maximum 10. INSTALL FOUNDATION INSULATION AS REQUIRED BY LOCAL CODES. 9 I . REMOVE ALL MATERIALS, A55EMBLIE5 AND CONSTRUCTED ELEMENTS AS REQUIRED TO The drawings demonstrated in this set BEV. Bevel, Beveled MECH. Mechanical ACCOMMODATE THE NEW CONSTRUCTION. I EXISTING WALL of construction documents have been BIT. Bituminous MEZZ. Mezzanine METALS 2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION OR C-- --- WALL TO BE DEMOLISHED designed by Dan Costa and reviewed BILK. Block MIN. Minimum DIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FIN15HE5 AFFECTED BY THE 1 by 360 Design Plus, LLC. To the best BLKG. Blocking MISC. Miscellaneous I . STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS DEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THAT NEW STUD WALL FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AS PRIOR TO COMMENCEMENT OF THE WORK. of our knowledge the drawings meet BD. Board N North ADOPTED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. NEW CMU WALL BOT. Bottom N.I.C. Not In Contract 3. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREAS the existing building code, if any B.O. Bottom Of N.T.S. Not To Scale 2. UNLESS OTHERWISE NOTED ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH FROM AREAS UNAFFECTED BY THE CONSTRUCTION. discrepancies are found before or .• .. „. ,,i..1-/• _; A5TM SPECIFICATIONS A-3G. STEEL FOR PIPE COLUMNS SHALL BE IN ACCORDANCE WITH NEW FOUNDATION WALL duringconstruction lease contact the B.E.J. Brick Expansion Joint OFF. Office ASTM SPECIFICATIONS A-501 . 4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEAR on p BLDG. Building O.C. On Center WORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THE architect immediately. B.U.R. Built U Roofin O.H. Overhead 3. ALL STEEL-TO-STEEL CONNECTIONS SHALL BE FABRICATED IN ACCORDANCE WITH COMPLETION OF THE PROJECT WORK. OFFICE p g INDUSTRY STANDARD PRACTICES FOR BOLTED OR WELDED CONNECTIONS. 2 15 ROOM NAME/ CAB. Cabinet 0.D. Outside Diameter 5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THE ROOM NUMBER C.U.H. Cabinet Unit Heater PTD. Painted 4. ALL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF RED-OXIDE PRIMER. GALVANIZED WORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE ARCHITECT (n MEMBERS SHALL BE UTILIZED WHERE SHOWN ON THE DRAWINGS. OF ANY PROBLEMS OR CONCERNS IMMEDIATELY. v J CAP. Capacity PR. Pair 2 CASE Casement P.T.D. Paper Towel DispenserWO 0 D G. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTION A3.2 SECTION MARKER O AS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THE CLG. Ceiling PASS. Passage OWNER DIRECTLY ANY TIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BE CLGHT. Ceiling Height PERP. Perpendicular NON-FUNCTIONING OR DISCONNECTED. CEM. Cement PLA5. Plaster I . ALL STRUCTURAL WOOD SHALL BE IN ACCORDANCE WITH THE "NATIONAL DE51GN SPECIFICATIONS FOR WOOD CONSTRUCTION" AND THE "MANUAL OF HOUSE FRAMING" A5 7. REMOVE EXISTING ROOF AND 51DING AS REQUIRED TO ACCOMMODATE THE NEW I Q CTR. Center PLAM. Plastic Laminate PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NEPA), INCLUDING CONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TO A2. I ELEVATION MARKER CL. Centerline PL. Plate PROVISIONS FOR NAILING, FIRE STOPPING, ANCHORAGE, FRAMING AND BRACING. PROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTION C.T. Ceramic Tile PLUMB. Plumbing PROCESS. O W 2. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRUCTURAL LUMBER SHALL BE AS C.BD. Chalk Board PLYWD. Plywood FOLLOWS: SITE z D DOOR IDENTIFICATION CLO. Closet PVC. Polyvinylchloride a. INTERIOR EXPOSURE: ALL STRUCTURAL WOOD PROTECTED FROM MOISTURE AND 203 z WEATHER SHALL BE HEM FIR#2 OR BETTER, UNLE55 OTHERWISE NOTED ON THE W Z m 0 COL. Column P.E.J. Precast Expansion Joint DRAWINGS. I . PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS CONC. Concrete PREFAB. Prefabricated b. EXTERIOR EXPOSURE: ALL STRUCTURAL WOOD EXPOSED TO MOISTURE,THE COMPACTION, GEOLOGICAL REPORTS AND APPROVED 51TE GRADING PLANS AS ACCEPTED O WINDOW IDENTIFICATION 1- W � Z WEATHER, WITHIN 8 INCHES OF SOIL, OR LE55 THAN 18 INCHES FROM THE FLOOR BY OWNER AND BUILDING DEPARTMENT. IN THE ABSENCE OF THE NECESSARY CONE. Conference QTY. Quantity OF A CRAWLSPACE SHALL BE PRESSURE-TREATED SOUTHERN YELLOW PINE#2 OR SUBSURFACE SURVEY, THE CONTRACTOR SHALL HIRE A LICENSED SOILS ENGINEER TO > z CJ Control Joint Q.T. Quarry Tile . BETTER, WITH MINIMUM RETENTION MEETING OR EXCEEDING THE REQUIREMENTS OF INVESTIGATE THE SITE, AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT. IFA O WALL IDENTIFICATION Q < j C/) CONT. Continuous RAD. Radius THE BUILDING CODE. DISCREPANCY FROM THE PRESUMED 501L BEARING CAPACITY EXISTS, CONTRACTOR Q c. PLYWOOD: PLYWOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD SHALL NOT PLACE FOUNDATIONS WITHIN WRITTEN INSTRUCTIONS FROM CONTR. Contractor RWC Rain Water Conductor A550CIATION (APA) SPECIFICATIONS (Y5 10). PLYWOOD FLOOR DECKING SHALL BE ARCHITECT/ENGINEER.. COQ• COLUMN IDENTIFICATION "� CO rr CORR. Corridor RECV. Receiving CONTINUOUS OVER TWO OR MORE SPANS WITH GRAIN OF FACE PLIES ACROSS Q N N L1J CRS. Course, Courses REFR. Refri erator SUPPORTS. 2. PRESUMPTIVE 501L BEARING CAPACITY 15 4,000P5F ON UNDISTURBED SOIL. ALL = g I. PLWOOD ROOF SHEATHING: C-D/EXT-APA, 3/4'THICK CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOM ELEVATION MARKER CO� � J (n DEG. Degree REINF. Reinforce 11. PLWOOD WALL SHEATHING: C-D/EXT-APA,Y2'THICK OF FOOTINGS SHALL BE 4'-0" MIN. BELOW FINISH GRADE. LL DEMO. Demolition REM Remove III. PLWOOD 5U5FLOOR: C-D/EXT-APA, 3/4" THICK z 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN DEPT. Department REQ'D Required 3. PLATES AND SILLS SHALL BE BOLTED TO FOUNDATION WALLS USING 1/2 INCH BY 12 %2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF A FOOTING. O Q DET. Detail REV. Revised, Revision INCHES HOOKED ANCHOR BOLTS SPACED AT 48 INCHES ON CENTER MAXIMUM, UNLE55 DIA. Diameter R. Riser OTHERWISE SHOWN ON THE DRAWINGS. PLATES AND 511-1-5 SHALL BE SET LEVEL. PLATES 4. ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL BE CLEAR AND SILLS SHALL BE PRESSURE TREATED. GRANULAR FILL, COMPACTED TO 95% MAXIMUM DRY DENSITY DETERMINED IN DIM. Dimension R.D. Roof Drain ACCORDANCE WITH ASTM D-1 557. DIST. Distance RM. Room 4. NAILING SCHEDULE SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE'S 0 DR. Door 5.N.D. Sanitary Napkin Dispenser "RECOMMENDED FASTENING SCHEDULE". NAIL PLYWOOD SHEATHING AND 5UBFLOORING 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY, ROCK OR GRAVEL Q G"O.0 AT EDGES AND 1 2"O.C. ALONG INTERMEDIATE SUPPORTS, LEAVING SPACES LARGER THAN 2 IN ANY DIRECTION, DEBRIS, VEGETABLE MATTER, WASTE AND FROZEN DBL. Double S.N.R. Sanitary Napkin Receptacle BETWEEN PANELS AS RECOMMENDED BY THE APA. UTILIZE RING-SHANK OR SCREW TYPE MATERIALS. COMPACT TO 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1 557. D.H. Double Hung SCHED. Schedule NAILS FOR PLYWOOD 5U5FLOORING AND APPLY APPROPRIATE CONSTRUCTION ADHESIVE TO ADEQUATELY SECURE PLYWOOD TO FLOOR JOISTS. G. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE DN Down 5C. Scupper CAPABLE OF SUPPORTING 2,000P5F. D.5. Downspout SECT. Section 5. JOIST HANGERS, COLUMN CAPS OR BASES, AND OTHER METAL FABRICATIONS, WHERE ISSUED FOR: DWG. Drawing S.J. Seismic Joint REQUIRED OR INDICATED, SHALL BE OF APPROPRIATE SIZE AND TYPE FOR MEMBERS AND CONCRETE SUPPORT CONDITIONS, AS MANUFACTURED BY 51MF50N STRONG-TIE OR EQUAL. WHERE D.F. Drinking Fountain SHT. Sheet FLANGE-SUPPORT J015T HANGERS ARE USED IN CONJUNCTION WITH STEEL BEAMS, CARE PERMIT EA. Each SIM. Similar SHALL BE TAKEN TO INSTALL THE HANGERS CLEAR OF CONTACT WITH THE STEEL BEAM BY INSTALLING 2X TOP PLATE IN ACCORDANCE WITH ABOVE CONDITIONS: IN NO CASE SHALL I . ALL CONCRETE WORK SHALL BE IN COMPLIANCE WITH THE "BUILDING CODE ELEC. Electric, Electrical 5.D. Soap Dispenser 2X TOP PLATE BE NARROWER THAN THE WIDTH OF THE FLANGE TO WHICH IT IS ATTACHED REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 3 18) AND "SPECIFICATIONS FOR EWC. Electric Water Cooler S.T.D. Sound Transmission Class NOR MORE THAN 112" LARGER. CONTRACTOR SHOULD BE AWARE THAT J015T HANGERS STRUCTURAL CONCRETE FOR BUILDING" (ACI 301). EL. Elevation 5.T.C. Sound Transmission Coefficient AND OTHER METAL FABRICATIONS MAY REQUIRE SPECIAL ORDERING WELL PRIOR TO THE ACTUAL TIME AT WHICH THE HANGERS WILL BE NEEDED. THOUGH INDICATED IN CATALOGS 2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT THE AGE REVISION DATE: ALTERATIONS TO DRAWING: ELEV. Elevator SPEC. 5peafication5 AS "STOCK", SOME "STOCK" HANGERS ARE ACTUALLY SPECIAL ORDER ITEMS. OF 28 DAYS: 3000P5I, EXCEPT 4000PS1 FOR EXTERIOR WORK. EMERG. Emergency SQ. Square 5/3/2021 FOR PERMIT G. NOTCHING SHALL NOT EXCEED I/GTH OF THE DEPTH OF J015T OR RAFTER AND SHALL 3. CONCRETE SHALL HAVE A SLUMP NOT EXCEEDING 5", EXCEPT FOR 4" SLABS. Q 7/17/2021 REVISIONS PER ZBA EQ. Equal S.F. Square Feet OCCUR ONLY IN THE OUTER QUARTER OF THE SPAN. NOTCHES SHALL NOT BE PERMITTED EQUIP. Equipment 5.5. Stainless Steel IN THE MIDDLE HALF OF THE SPAN NOR SHALL THEY EXCEED I/GTH THE DEPTH. NOTCH 4. CONCRETE STRUCTURES AND SLABS EXPOSED TO FREEZING AND THAWING, DEICER LENGTHSHALL NOT EXCEED 1/3RD OF THE J015T DEPTH. CHEMICALS, OR SUBJECT TO HYDRAULIC PRESSURE SHALL BE AIR-ENTRAINED TO HAVE A EXIST. Existing STD. Standard TOTAL AIR CONTENT AT THE POINT OF PLACEMENT WITHIN A TOLERANCE OF PLUS OR E.T.R. Existing To Remain STL. Steel 7. HOLES IN JOISTS OR RAFTER5 SHALL OCCUR IN THE MIDDLE I/3RD OF THE SPAN AND MINUS I% AS FOLLOWS: EXP. Expansion STOR. Storage I/3RD OF DEPTH. THE HOLE DIAMETER SHALL NOT EXCEED 1/3RD OF THE JOIST DEPTH. G% FOR MAXIMUM 3/4' AGGREGATE HOLES IN ENGINEERED LUMBER PRODUCTS SHALL BE IN ACCORDANCE WITH 5% FOR MAXIMUM I" AGGREGATE PHASE: EXT. Exterior STRUCT. Structure, Structural MANUFACTURERS GUIDELINES. 4% FOR MAXIMUM IY2' AGGREGATE E.1.F.5. Exterior Insulation Finish System 5.5TL. Structural Steel ALL OTHER CONCRETE SHALL BE AIR-ENTRAINED TO A TOTAL AIR CONTENT OF 2% TO 4% CONSTRUCTION FT. Feet, Foot 5U5P. Suspend, 5u5pention 8. PROVIDE SOLID BLOCKING AS REQUIRED TO SUPPORT FIXTURES, RAILINGS, 5H=LVE5, CLEATS, TRIM, ETC., AND AS REQUIRED TO SUPPORT EDGES OF PLYWOOD AND 5. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE CURING OF CONCRETE AS DRAWINGS F.R.G.P. Fiber Reinforced Gypsum Panel 5.A.T.C. 5u5p. Acoustic Tile Ceiling WALLBOARD, IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND/OR DIRECTED BY ACI 30 1 . USE OF CALCIUM CHLORIDE SHALL NOT BE PERMITTED. FIN. Finish, Finished T.BD. Tack Board GOOD CONSTRUCTION PRACTICE. G. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL BARS AND CONFORM TO ASTM DRAWING NAME: F.E. Fire Extinguisher THRU Through 9. ENGINEERED LUMBER INDICATED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE A-G 15-GRADE GO. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A-185. F.R. Fire Retardant T.P.D. Toilet Paper Dispenser WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS LABELED TJI ARE COMPOSITE FPRFG, Fireproofing T.M.E. To Match Existing I-JOISTS AS MANUFACTURED BY TRU5-JOI5T. MEMBERS LABELED LVL ARE LAMINATED 7. REINFORCING BARS MARKED "CONT." SHALL BE LAPPED 32 BAR DIAMETERS AT SPLICES GENERAL VENEER LUMBER(1 .31E MICROLLAM BY TRU5-JOI5T). THE SUBSTITUTION OF OT-IER AND CORNERS, HOOKED AT DISCONTINUOUS ENDS. WELDED WIRE FABRIC SHALL BE FIXT. Fixture T*G Tounge and Groove PRODUCTS ARE ONLY PERMITTED WITH BACKUP ENGINEERING PLANS AND CALCULATIONS, LAPPED G" AT END SPLICES. NOTES FLR. Floor T.O. Top Of U.L. Typical 10. EXISTING CONDITIONS: DETAILS OF CONNECTIONS OF NEW TO EXISTING ARE FOR 8. CONCRETE COVER FOR REINFORCING SHALL BE A5 FOLLOWS: F.D. Floor Drain GENERAL INTENT ONLY. CONTRACTOR SHALL EXPOSE EXISTING CONDITIONS TO VIEW FOR A. CONCRETE PLACED ON EARTH 3" FLR.FIN. Floor Finish U.L. Underwriter's Laboratory ARCHITECT'S REVIEW PRIOR TO ORDERING ANY MATERIALS FOR WORK WITH THE NEW B. FORMED CONCRETE EXP. TO GROUND OR WEATHER: #5 BARS � SMALLER I%2' #G JOB #: 2115 328 AVENUE B CONNECTIONS. DETAILS SHOWN ARE BASED ON ASSUMPTIONS AND WILL BE SUBJECT TO BARS * LARGER 2" FTG. Footing U.H. Unit Heater FILE NAME: CHANGE FOR THE CONDITIONS AS THEY ACTUALLY EX15T IN THE FIELD. ARCHITECT SHALL C. FORMED CONCRETE NOT EXPOSED TO WEATHER: 3/4" FDN Foundation U.V. Unit Ventillator NOT BE RESPONSIBLE FOR MATERIALS ORDERED PRIOR TO ARCHITECT'S REVIEW OF THE FURN. Furnish, Furnishings, Furniture U.O.N. Unless Otherwise Noted EXISTING CONDITIONS AFTER EXPOSURE BY THE CONTRACTOR. 9. CONTRACTOR SHALL INSTALL ALL ANCHORS, ANCHOR BOLTS, LEVELING PLATES, AND ALL DRAWN BY: D. COSTA DATE: 5.3.21 INSERTS TO BE SET IN CONCRETE AS REQUIRED FOR THE WORK OF ALL TRADES. HECK D.A.N. SCALE: NOTED FURR. Furred, Furring VEST. Vestibule GA. Gauge VCT. Vinyl Composition Tile 10. ALUMINUM OBJECTS SHALL NOT BE EMBEDDED OR IN CONTACT WITH CONCRETE. Ipq C',y SHEET: GALV. Galvanized W.P. Waterproofing THIS DOCUMENT,INCLUSIVE OF THE IDEAS I 1 . REINFORCED CONCRETE FLOOR SLABS SHALL BE PLACED ON A MINIMUM OF G" OF AND DESIGNS INCORPORATED HEREIN,IS '� •{ Cn 3 G1 . 0 GYP. BD. Gypsum Board W.W.F. Welded Wire Fabric CRUSHED /8 STONE ON STRUCTURAL FILL PLACED IN 8 LAYERS AND COMPACTED TO FURNISHED AS AN INSTRUMENT OF , G.C. General Contractor W/ With 95% OF MODIFIED OPTIMUM DENSITY ON FIRM, INORGANIC, VIRGIN SOIL. NOT LE55 THAN CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE H.C. Handicapped WD. Wood ONE LAYER OF STRUCTURAL FILL SHALL BE USED. DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC -A AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN -7 TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 3 OQ� PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT E W MOUNTING ELECTRICAL MOUNTING FINISHES MOISTURE 1 . ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISE NOTED. SEE GYPSUM BOARD I . THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS. I . PROVIDE AND INSTALL GYPSUM WALL BOARD IN ACCORDANCE WITH AMERICAN STANDARD HERIN: AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD, AS ENGINEERS (A5HRAE) HANDBOOK OF FUNDAMENTALS. APPROVED BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION; APPLICABLE p 2. RECEPTACLES: I A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF RECEPTACLE AT 2"" ABOVE BACKSPLASH, AT LOCATIONS BELOW CASEWORK, MOUNT AT PARTS THEREOF ARE HEREBY MADE A PART OF THI5 SPECIFICATION EXCEPT WHERE MORE 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH "ARCHITECTURAL SHEET METAL <` m 24" A.F.F. STRINGENT REQUIREMENTS ARE CALLED FOR IN THE SPECIFICATION, IN LOCAL CODES, OR MANUAL" BY 5MACNA. BY THE MANUFACTURER OF THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS SHALL BE 7-3 3. WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF FOLLOWED. 3. PROVIDE AND INSTALL FLASHING AT ALL ROOF AND WALL CONDITIONS, PROJECTIONS OF 360 DESIGN PLUS LLC o WIREMOLD AT 2" ABOVE 5ACK5PLA5H) WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS AND ELSEWHERE AS 2. PROVIDE AND INSTALL MOISTURE-RESISTANT GYPSUM WALLBOARD WHERE REQUIRED. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. Davi c A. Noe, AIA T- 4. EXTERIOR RECEPTACLES:A 24" A.F.G. (20" A.F.F.) PROVIDE TYPEYPSUM BOARD AS CALLED FOR ON THE DRAWINGS. o X 0 4. SLOPES OF 4" IN 12" OR GREATER: ASPHALT SHINGLE ROOFS SHALL HAVE AN 4 Stonewood Dr. Old Lyme, CT. o X G5. SWITCHES: 48" A.F.F. 3. PROVIDE%3"TYPE X GYPSUM BOARD AT ALL WALLS BETWEEN GARAGE AND HOUSE. UNDERLAYMENT OF NOT LESS THAN ONE PLY OF #15 FELT, APPLIED AS REQUIRED 360DESIGNPLUS.COM _ = N N O m PROVIDE 5/g' TYPE X GYPSUM BOARD AT GARAGE CEILING WHICH HAS LIVING SPACE SECTION R-802 AND TABLE NUM. R-803.4. P O N N G. BOILER EMERGENCY SWITCHES: GO" A.F.F. ABOVE. TEL. 617.549.5457 5. THE NET FREE VENTILATION AREA SHALL NOT BE LE55 THAN I TO 150 OF THE AREA OF URINAL LAVATORY WATER COOLER/ DF P.T.D. 7. DATA/ PHONE OUTLETS: 18" A.F.F. PAINT THE SPACE VENTILATED EXCEPT THAT THE AREA MAY BE I TO 300, PROVIDED AT LEAST PROJECT ARCHITECT: I . APPLICATION OF PAINT OR OTHER COATING SHALL BE IN STRICT ACCORDANCE WITH 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 8. TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING MANUFACTURER'S INSTRUCTIONS. READY-MIXED PAINT SHALL NOT BE THINNED, EXCEPT LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET 5'-0" AS PERMITTED IN THE APPLICATION INSTRUCTIONS AND WITH PRIOR APPROVAL. ABOVE SAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION 30" SWING-UP 9. WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE PROVIDED BY SAVE OR CORNICE VENTS. THE NET FREE CR055-VENTILATION AREA MAY DAN COSTA 1'-0" 3'-G" t G.B. FLOORING MATERIAL NOT BE LE55 THAN I TO 300 OF THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR P.O. BOX 441 10. SECURITY KEYPAD: 48" A.F.F. I . INSTALL CERAMIC TILE OR NATURAL STONE TILE IN COMPLIANCE WITH PERTINENT BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING I PERM 15 INSTALLED ON THE R.H. RECOMMENDATIONS CONTAINED IN THE TILE COUNCIL OF AMERICA "HANDBOOK FOR WARM 51DE OF THE CEILING. MYSTIC, CT 06355 3'-4" L TOILET 1 1 . MICROPHONE WALL JACK: 18" A.F.F. CERAMIC TILE INSTALLATION" AND MANUFACTURER'S INSTRUCTIONS. G. PROVIDE AND INSTALL BUILDING THERMAL INSULATION IN ACCORDANCE WITH THE TEL. 617-448-9954 PARTITI N (3�1 G.B. G„ 18" G.B. p O 1 2. FIRE ALARM PULL STATION: 48" A.F.F. 2. PROVIDE MANUFACTURER APPROVED UNDERLAYMENT FOR ALL FLOORING TYPES CALLED FOLLOWING: z m OUT IN CONTRACT DOCUMENTS. A. EXTERIOR WALLS: R-20 MINIMUM OR 13+5 U51NG CONT. SHEATHING 1,0_ Gil 3G" G.B. 13. FIRE ALARM VISUAL/AUDIO INDICATING UNITS: 0-8" TO BOTTOM OF UNIT B. CATHEDRAL CEILINGS: R-49 MINIMUM WALLS C. FLAT CEILINGS: R-49 MINIMUM NOTE: cl 14. AREA OF REFUGE CALL STATION: 48" A.F.F. D. CEILINGS OVER UNCONDITIONED SPACE: R-21 MINIMUM (I E. FLOORS OVER OUTSIDE SPACE: R-30 MINIMUM The drawings demonstrated in this set 42" G.B. L e-I'-G" 15. EMERGENCY SHUT-OFF SWITCH / PUSH BUTTON: 48" A.F.F. I . FIRECODE GYPSUM BOARD IN A ONE OR TWO HOUR RATED PARTITION MUST BEAR THE F. WALL ADJ. TO UNFINISH SPACE: R-1 5 MINIMUM of construction documents have been T.P.D. O O `t O - o U.L. CLASSIFICATION. z m °� I G. EMERGENCY CALL SWITCH: 3G" A.F.F. 7. PROVIDE AND INSTALL BATT INSULATION AT WINDOW SHIM SPACES. designed by Dan Costa and reviewed U N = 2. ALL FIRE AND SMOKE RESISTANT SEPARATIONS ARE TO EXTEND OR BE EXTENDED TO THE by 360 Design Plus, LLC. To the best z � S.N.R. p ►� 17. EMERGENCY CALL BELL/ LIGHT: +/- 7-G" A.F.F. - CENTER ABOVE DOOR UNDERSIDE OF FLOOR OR ROOF DECK ABOVE, TYPICAL. 8. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND in _ _ = ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES of our knowledge the drawings meet 18. WALL MOUNTED EXIT SIGNS: 7-0" A.F.F. 3. FOR SMOKE RESISTANT SEPARATIONS, PROVIDE FIRE 5AFING AND SEALANT AT FLOOR, BEING SURE NOT TO COMPRESS GLASS INSULATION. the existing building code, if any WATER CLOSET ( Side view ) WATER CLOSET ( Front view ) ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. 15. WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7'-G" A.F.F. COORD. WITH BLOCK COURSING 9. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND discrepancies are found before or AS OCCURS. CONSULT ARCHITECT IF CEILING HEIGHT CONFLICTS. 4. FOR ALL FIRE RATED PARTITIONS, PROVIDE FIRE 5AFING AND SEALANT AT FLOOR, ROOF ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES during construction please contact the DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. THE FIRE 5AFING BEING SURE NOT TO COMPRESS GLASS INSULATION. ° architect immediately. AND SEALANT SYSTEM MUST MAINTAIN THE RATING OF THE SEPARATION. O ELECTRICAL 10. INSTALL VENTING IN SLOPED CEILING AREAS TO PERMIT AIRFLOW ALONG THE COOL 51DE m 5. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS INCLUDING METAL DECK FLUTES WHERE OF THE INSULATION FROM THE SAVE TO RIDGE. 0 o PARTITIONS MEET THE STRUCTURE ABOVE WITH BATT INSULATION. 50� = I . ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING 1 1 . INSTALL EITHER INTERIOR AND/OR EXTERIOR FOUNDATION INSULATION AS REQUIRED BY 0 0 o WORK. G. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS BETWEEN PIPES, ELECTRICAL CONDUITS, LOCAL BUILDING CODES in DUCTWORK, ETC. WHERE THEY PENETRATE WALLS, WITH BATT INSULATION. z o V o 2. ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTS 12. PROVIDE AND INSTALL JOINT SEALERS TO COMPLY WITH MANUFACTURER'S PRINTED O o co o MIRROR AND SHELF AS REQUIRED TO PROPERLY SERVICE THE 5PACE(5) AFFECTED BY THI5 CONSTRUCTION 7. PROVIDE SMOKE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH ONE HOUR INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED AND TO THE 41O WIDTH VARY PROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS NECESSARY, SUCH RATED SMOKE BARRIERS. FOLLOWING SPECIFICATIONS: O m O N MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS. ELA5TOMERIC SEALANT: ASTM C-92G `r `r 8. PROVIDE FIRE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH TWO HOUR FIRE SOLVENT-RELEASE-CURING SEALANT: ASTM C-804 3. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE RATED PARTITIONS. LATEX SEALANT: ASTM C-790 M WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. ACOUSTICAL SEALANT: ASTM C-9 10 LJJ S.N.V.M. HAIR/ HAND DRYER PAYPHONE S.S. MIRROR SHELF 9. EXTEND ALL METAL STUD PARTITIONS TO THE UNDERSIDE OF DECK/STRUCTURE, UNLESS 4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODES AND OTHERWISE NOTED. 13. PROVIDE AND INSTALL GUTTERS AND DOWNSPOUTS AS PER 5MACNA ARCHITECTURAL O ACCEPTED STANDARDS OF PRACTICE. SHEET METAL MANUAL, 2-8 10. AT ALL NON-RATED PARTITIONS AND PARTITIONS WITH NO S.T.C. REQUIREMENTS, EXTEND 3-0 5. COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIR INTENDED SHEATHING TO THE FINISHED CEILING CONSTRUCTION, TYPICAL. m Z OPERATION WITH THE OWNER. DOORS/WINDOWS ^ I -G 1 1 . SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. w 1 . REFERENCE STANDARDS FOR METAL DOORS, WOOD DOORS, AND WINDOWS SHALL BE AS rill Q SHOWER 12. METAL STUD CONTRACTOR TO PROVIDE AND COORDINATE PLACEMENT OF METAL STUD FOLLOWS: > Z J ADJ. SLIP TRACKS AT ALL STUD WALLS BUILT ON TOP OR UNDER STRUCTURAL STEEL BRACING A. UNDERWRITER'S LABORATORIES, INC.: BUILDING MATERIALS DIRECTORY. Q Q jw FOLD FRAMES, TYPICAL. SIMILAR CONDITION APPLIES WHERE METAL STUDS ATTACH TO THE B. NATIONAL FIRE PROTECTION ASSOCIATION: PAMPHLET NO. 80 STANDARD FOR FIRE HEAD DOWN UNDERSIDE OF ROOF DECK AT THE MIDDLE I/3RD OF A SPAN GREATER THAN 1 5'. DOORS AND WINDOWS. z Q (n N HC SEAT C. NATIONAL WOODWORK MANUFACTURERS ASSOCIATION: I.S., 1078: WOOD FLUSH CONTROL 1 -4 I'-4" I'-8" 00 (X)MOUNTING FIRE DOOIR LEAKAGE: ASTM E283 Q N CN W O I -7 AREA CO 1 O„ E. WATER RE515TANCE: A5TM E331 U n �' J t` I . ONE SMOKE ALARM SHALL BE PROVIDED IN EACH SEPARATE SLEEPING AREAS. V J zLL 2. ONE SMOKE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA INT 2. GLAZING IN ALL LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT, AS LISTED INC.A.B.O. SECTION R-208.4, SUCH AS FRAMELESS GLA55 DOORS, GLA55 ENTRANCES O 18"X30" _ THE IMMEDIATE VICINITY OF THE BEDROOMS. AND EXIT DOORS, FIXED GLASS PANELS, SLIDING GLA55 DOORS, SHOWER DOORS, TUB O ONE ENCLOSURES, AND STORM DOORS SHALL MEET THE DOOR REQUIREMENTS SET FORTH IN _ m PIECE N 3. A SMOKE ALARM SHALL BE LOCATED ON EACH ADDITIONAL STORY OF THE DWELLING, THE BUILDING CODE AND THE SAFETY STANDARD FOR GLAZING MATERIALS (I G CFR 1202). G.B. RECESSED INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. ALL GLAZING WHICH 15 LOCATED 18" ABOVE THE FINISH FLOOR AND 24" ADJACENT TO A SOAP DISH IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR JAMB SHALL BE TEMPERED. DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL Q EMERGENCY EYEWASH /SHOWER HANDICAPPED SHOWER UNIT SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER IS LE55 3, ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR THAN ONE FULL STORY BELOW THE UPPER LEVEL. INFILTRATION STANDARDS OF THE 1 972 AMERICAN NATIONAL STANDARDS INSTITUTE Q ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1 .57 POUNDS PER SQUARE FOOT 4. ALL SMOKE ALARMS SHALL BE INTER CONNECTED SUCH THAT ACTUATION OF ONE WILL AND SHALL BE CERTIFIED AND LABELED. ACTUATE ALL SMOKE ALARMS SIMULTANEOUSLY. 5. ALL SPRINKLER PIPING IS TO BE LOCATED ABOVE FINISH CEILING UNLESS OTHERWISE 4. EXTERIOR ENTRANCE DOORS SHALL BE 13/4' THICK INSULATED METAL DOORS OR APPROVED EQUAL AND SHALL MEET THE FOLLOWING REQUIREMENTS: ISSUED FOR: NOTED. (UPPER LEVEL SPRINKLER PIPING TO EXTEND INTO THE ATTIC SPACE WHEN AIR INFILTRATION: ASTM E283 INSULATED). WATER RESISTANCE: ASTM E331 G. SPRINKLER HEADS SHALL BE LOCATED AS SHOWN ON THE PLUMBACCOU5TICAL PERFORMANCE: ASTM E413-70T-5TC 28 PLUMBING DRAWINGS. THERMAL TRANSMITION: R-1 5.49 (CALCULATED) PERMIT 7. EXPOSED SPRINKLER INSTALLATION SHALL BE CAREFULLY COORDINATED IN THE FIELD TO DOORS SHALL BE PROVIDED WITH FACTORY BACKED-ON PRIME PAINT FINISH. SIDELIGHTS SHALL BE TEMPERED GLAZING AND SIZED AS INDICATED ON DRAWING. AVOID CONFLICTING WITH LIGHTING AND OTHER CEILING MOUNTED EQUIPMENT. MANUFACTURER AS SELECTED BY OWNER. MECHANICAL 5. NAT BRA EMENT LIGHT LIGHT/ VEN AREEA ND VENTILATION M12%/ % F OOP,A EANIMUM S REVISION DATE: ALTERATIONS TO DRAWING: LIGHT AREA PER ROOM = 8% FLOOR AREA 5/3/2021 FOR PERMIT I . MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING VENTILATION AREA PER ROOM = 4% FLOOR AREA 7/17/2021 REVISIONS PER ZBA WORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAY ADVERSELY AFFECT THE PROPER INSTALLATION OF THE NEW SYSTEMS. G. WINDOWS AS 2ND EGRESS (SLEEPING AREAS) SHALL BE MINIMUM 5.7 5Q. FT. OPENABLE 2. MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW AREA WITH 24" LEAST DIMENSION. MAXIMUM SILL HEIGHT SHALL BE 44" A.F.F. COMPONENTS AS REQUIRED TO PROPERLY CONDITION THE 5PACE(5) AFFECTED BY THIS 7. HANDICAPPED ACCESSIBLE DOOR HARDWARE SHALL COMPLY WITH CABG/ANSI A 1 1 7. 1 CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMS 15 NECESSARY, 2003 AND UFA5/ SECTION 504 REGULATIONS. SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS OR COMPONENTS. 8. ALL DOOR LEVERS ON DOORS LEADING TO HAZARDOUS SPACES SHALL BE KNURLE PHASE: 3. COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE 9, ALL DOORS EXITING 100 OR MORE PERSONS SHALL HAVE PANIC EXIT DEVICES CONSTRUCTION WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. D RAW I N G S 10. ALL RATED DOORS AND DOORS FRONTING CORRIDORS SHALL HAVE POSITIVE LATCHING 4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH LOCAL CODES AND LOCKSETS OR LATCH5ET5 AND CLOSERS. ACCEPTED STANDARDS OF PRACTICE. DRAWING NAME: MASONRY GENERAL I . ALL MASONRY SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH ACI 530 NOTES BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI 530. 1 SPECIFICATION FOR MASONRY STRUCTURES. JOB #: 2115 328 AVENUE B 2. ALL MASONRY WALLS ARE TO BE CONSTRUCTED OF CONCRETE MASONRY WITH COMPRESSIVE STRENGTH P'M = 1 500 P.S.I. THE CONTRACTOR IS RESPONSIBLE FOR FILE NAME: ASSURING MASONRY STRENGTH AS SPECIFIED. DRAWN BY: D. COSTA DATE: 5.3.21 3. TYPE "M" OR"5" MORTAR SHALL BE USED IN ALL MASONRY. HECQ.A.N. SCALE: NOTED 4. CONTINUOUS HORIZONTAL JOINT REINFORCING SHALL BE INSTALLED IN ALTERNATE P A SHEET: COURSES OF ALL MASONRY. EXTERIOR MASONRY VENEER SHALL BE TIED TO INTERIOR THIS DOCUMENT,INCLUSIVE OF THE IDEAS �/ O O MASONRY BLOCKWORK IN ACCORDANCE WITH DRAWING NOTATIONS. AND DESIGNS INCORPORATED HEREIN,ISG1 . 1 5. REINFORCING STEEL FOR MASONRY SHALL BE GRADE GO. ALL LAP SPLICES SHALL BEA FURNISHED AS AN INSTRUMENT OF MINIMUM OF 48 BAR DIAMETERS (I.E. #4 BAR = 24"). CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS �. 40399 - oo PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT OF N E� (c s 360 DESIGN PLUS, LLC 4"THICK, 3500 PSI CONC. SLAB David A. Noe, AIA ,6x6x-W2.9xW2.9 WWF GALV. REINFORCING � � / ' // � / / i / ' / ' 4 Stonewood Dr. Old Lyme, CT.360DESIGNPLUS.COM TEL. 617.549.5457 MIN. 6 MIL. POLY-LAP EDGES MIN. 6" PROJECT ARCHITECT. EXISTING FOUNDATION'fO,REMA N77 7>7 DAN COSTA P.O. BOX 441 F _ M YSTIC, CT 06355 ' ' •' TEL 617-448-9954 •i ; i NOTE: 6"MIN. COMPACTED GRANULAR FILL-DEPTH /, ;/ ✓�i j / / ✓ / i / i/, / ' WILL VARY BASED ON EXISTING CONDITIONS The drawings demonstrated in this set EXISTING COMPACTED SUB-GRADE ORT' of construction documents have been TAILINGS IF HIGH WATER TABLE IS , `, designed by Dan Costa and reviewed PRESENT(8" MIN.) W /' "' / by 360 Design Plus LLC. To the best `x EXI5TING,FOUNDATION TO REMAIN i of our knowledge the drawings meet ✓ the existing building code, if any //� discrepancies are found before or during construction please contact the architect immediately. co LEGEND: ' NEW 3500 PSI 10" x 10" U) CONCRETE PIER W/ 2'-0" x 21-011 x ° H OR I Z. REINF. ° f.— , � , ` 12" CONC. FTG) (FTG. TO HAVE (3) CONT. THRU JT ° �_� NEW STUD WALL „ Q 'U' BARS TO MATCH 17 GRA ERM EACH WAY) 42 BELOW O 0 0 EXISTING WALL TO REMAIN (3) 2X8 P.T. BEAM CD HORIZ. REINF. X I III CONNECT BEAM TO PIERI$5ING ABU I I �— ° 2 — #6 VERT T 3 ° T 3 NOTE: L I I __JI POdj BASE AIT W/2' ANJH0R 130111 L DIMENSIONS TAKEN FROM FACE OF TT I I AN OR BOL TO TOP PIER EQUAL T93 EQUAL 1 �� %f) INTERIOR WALLS AND FROM FACE OF " STUD @ EXTERIOR WALLS UNLESS I I I I I I I I I 8-g I I I I I I I o W NOTED OTHERWISE 1 1 1 O I I I I I I I I 11 III Z O �- FRAME DOOR JAMBS 4 I 11 p I I I I 11 III + o z z FROM ADJACENT WALLS i III O I I 11-0-1 11 I I I I O III ;., z m -• ENDS OF WALLS CONSTRUCTION JOINT UNLESS NOTED OTHERWISE + IIII I I 11 I I . 11 I I I I II I W W LU 0 II IIS II II II rc III III co I I I I`� 11 I I I I III z g III CV I I I I N 11 11 11 N III Q < Ljj/ co 40 DIA. 16 DIA. 16 DIA. III N I I LUI MOIST HAHGER, TYPI I I I NII 11 111 1 2xj p.T. LEDjjR 11 11 1 1 1 rye � 16 DIA. v�J j Q CV �v w LL ° TING FOUNDATION TO REMAIN t4 < HOOK / " / / , / / , '/ / HOOK ALL HORIZ. IF BARS � ; '/ '' ' REINFORCING AS ° SHOWN OR PROVIDE HOOKED SPLICE Q BARS, TYP. WALL INTERSECTIONS WALL CORNERS ISSUED FOR: .� PROPOSED FOUNDATION PLAN PERMIT Scale 2 = 1'-0' TYPICAL CONCRETE WALL DETAILS ( PLAN VIEWS) REVISION DATE: ALTERATIONS TO DRAWING: 5/3/2021 FOR PERMIT Q 7/17/2021 REVISIONS PER ZBA PHASE: CONSTRUCTION DRAWINGS PLAN NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONED OVERALL 6. PROVIDE 2X4 BLOCKING UNDER ALL POSTS 10. ALL LAMINATED VENEER LUNBER AND COMPOSITE 13. ALL NAILED CONNECTIONS SHALL BE SECURED 15. PROVIDE DOUBLE JOISTS UNDER ALL NON—BEARING PARTITIONS DRAWING NAME: LAYOUT,AND DIMENSIONED LOCATIONS OF PARTITIONS. AND JAMBS OF WINDOW AND DOOR OPENINGS LUMBER SHALL BE MICROLAMS, IN ACCORDANCE WITH THE STATE OF CONNECTICUT PARALLEL WITH JOISTS BELOW. DO NOT SCALE DRAWINGS. OPENINGS EXCEEDING 6'-0" IN WIDTH PARALLAMS, OR TRUSS JOIST BASIC BUILDING CODE NAILING SCHEDULE. FOUNDATION 2. MINIMUM 3'-6'.' FROST DEPTH TO BE MAINTAINED AS PRODUCED BY TRUSS JOIST 16. THE NEW STRUCTURE HAS BEEN DESIGNED AS FULLY ENCLOSED. 7. ALL FRAMING LUMBER SHALL BE DRY (19% MACMILLAN OR AN APPROVED EQUIVALENT. 14. CONTRACTOR SHALL VERIFY THE DIMENSION AND CONDITION ALL NEW AND EXISTING WINDOW GLAZED OPENINGS SHALL BE /� FOR ALL FOOTINGS. FOOTINGS SHALL BEAR ON NATURAL MAXIMUM MOISTURE CONTENT) DOUGLAS FIR ALL LVL LUMBER SHALL BE BOLTED FULL LENGTH. OF ALL EXISITNG STRUCTURE IN THE FIELD. CONTRACTOR PROTECTED FROM WIND—BORNE DEBRIS IN ACCORDANCE WITH PLAN NON—DISTURBED, COMPACT NON—ORGANIC SOILS. No.2 GRADE WITH A BASE VALUE FB OF 850 PSI. IS SOLEY RESPONSIBLE FOR ALL TEMPORARY SHORING, THE NEW YORK BASIC BUILDING CODE. SEE ARCHITECTURAL BOLT PER MANUFACTURERS SPECIFICATIONS. BRACING AND JOB SITE SAFETY RELATED TO ALL CONSTRUCTION DRAWINGS FOR DESIGN AND SPECIFICATION OF THE REQUIRED 3. CONTRACTOR TO COORDINATE EMBEDMENT OF ANCHOR BOLTS, ETC. INTO CONCRETE. 8. A.P.A. RATED SHEATHING SYSTEM 11. ALL METAL FRAMING CONNECTIONS SHALL BE MEANS AND METHODS. GLAZING PROTECTION. 3/4" T&G PLYWOOD DECKING GLUED WITH PL400 JOB #: 2115 328 AVENUE B 4. 4" CONCRETE SLAB ON GRADE / FULLY NAILED AS PER MANUFACTURER'S REINF SLAB W/6x6—W2.Ox2.0 WWF. PLACE ADHESIVE AND SCREWED AT 12"o.c. INTERMEDIATE RECOMMENDATIONS. FILE NAME: SLAB ON 6MIL VAPOR BARRIER OVER 2" RIGID INSULATION & 6" MIN SUPPORTS, 6"OC ABOUT PERIMETER. COMPACTED COARSE GRANULAR FILL. 12. CONTRACTOR TO SUBMIT FOR REVIEW EXACT DRAWN BY: D. COSTA DATE: 5.3.21 9. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE CONNECTION MANUFACTURER'S DATA SHEETS 5. ALL POSTS AND JAMBS TO BE FULLY SPIKED. PROVIDE MEMBERS UNLESS SHOWN OTHERWISE. FOR EACH TYPE OF CONNECTION SPECIFIED. H C D.A.N. SCALE: AS NOTED DOUBLE JACK STUDS AND DOUBLE FULL HEIGHT STUD UNDER ALL BEAMS SPANNING 6'-0" AND GREATER AND UNDER ALL LVL �D A cSHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS �. BEAMS UNLESS NOTED OTHERWISE. AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF , CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE * Al ■ O DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC ti__ AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 9�' 040399 O� PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT O F N E� DECK 0 E N C LO S' E D ` , yq 360 DESIGN PLUS, LLC ;w David A. Noe, AIA PORCH 4 Stonewood Dr. Old Lyme, CT. 360DESIGNPLUS.COM ,. 32£s Ave 1 ,Fishers ;1 TEL. 617.549.5457 Island,NY 06390 PROJECT ARCHITECT: DAN COSTA P.O. BOX 441 VibcgpMarketMYSTIC, CT 06355 w TEL. 617-448-9954 .� Vox A— . Fox Avir EXISTING a . A,E Fox Ave Ir NOTE: RESIDENCE The drawings demonstrated in this set of construction documents have been designed by Dan Costa and reviewed by 360 Design Plus, LLC. To the best _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _LIN _ LOCATION MAP of our knowledge the drawings meet _ _ _ _ r — — UNE—Of RENOVATION WORK the existing building code, if any I F —1 F -1 ___1 discrepancies NTS discrepancies are found before or so" I I I I RANGE I I I during construction please contact the architect immediately. - - -1-l- - -I4-- -1- - - _J 1.1 - - D/W LINE OF M — - - RENOVATION WORK i M TRASH 8302.6 Dwelling-Garage Fire Separation U) 0 N N r � The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5.Attachment of gypsum board shall comply with Table z M 0 N M R702.3.5.The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. �. N 1.1 1 — TABLE R302.6 O 1 O N DWELLING-GARAGE SEPARATION N zz� " N - SEPARATION MATERIAL < M � 1.1 PANTRY CABINET w [V REF From the residence and attics Not less than 1J2-inch gypsum board or equivalent applied to the i ., garage sideUJ 0 1.2 1. 1 >- � � w From habitable rooms above the garage Not less than 5!e-inch Type X gypsum board or equivalent z ' 2'-6 1/4" z r� - _ 1 7/8• O? Structure(s)supporting floor/ceiling assemblies used for separation Z W 0 E m � Not less than /2-inch gypsum board or equivalent CO2 0 a required by this section W SMOKE U w U LLJ 77GE x= — Garages located less than 3 feet from a dwelling unit on the same lot Not less than 1/2-inch gypsum board or equivalent applied to the interior \ w 4 LEGEND: � side of exterior walls that are within this area Q / J W Q > `r' (n For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. NEW STUD WALL L. 2'-6 8'-s' + DN p'_g• W co Q [� EXISTING WALL TO REMAIN —(2) 2x10 UNDERW RIDGE ABOVE(FLUSHiWRAME) ` V co 2 NOTE: 2GG8 (� co U) DIMENSIONS TAKEN FROM FACE OF GARDEN SHED INTERIOR WALLS AND FROM FACE OF NOTE: BELOW WINDOWS -I SEAT 1'L AT NEW BEDROOM INFILL WALLS z STUD @EXTERIOR WALLS UNLESS W/2x4 DUG FIR STUDS @ I G" W UP Igo o g O NOTED OTHERWISE O.C., EXITING STUDS TO REMAIN \ CO2 N Al SMOKE Z FRAME DOOR JAMBS 4" -1 N FROM ADJACENT WALLS � 2668 � C11UNLESS NOTED OTHERWISE — — — — — — 8314.3.1 INSTALLATION NEAR COOKING APPLIANCES 8314.3 LOCATION Q (2)JACK STUDS (2)2x10 t1EADER SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: (1)KING STUD EXISTING TO REMAIN UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM INA Q II CO2 LOCATION REQUIRED BY SECTION R314.3. 1.IN EACH SLEEPING ROOM. O II II NEW 2x8 DUG FUR SMOKE 1.IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. w II I RAFTERS @ I G"O.C. (6096 MM)HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING 11 '' APPLIANCE. 3.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING o li 0�j CRAWL SPACES AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN NEW EGRESS 1 = 11 90 w 2.IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL DOOR W/SIDE 1 U_= o SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW ISSUED FOR: U Q O I BE INSTALLED LESS THAN 10 FEET(3048 MM)HORIZONTALLY FROM A THE UPPER LEVEL. WINDOWS TO J_ — NEW RIDGE BEAM(2) 1 J"x 14"LVLS — = O PERMANENTLY INSTALLED COOKING APPLIANCE. REPLACE LXIS I I - - - - - - - - - - - rn ROTTEN AND N - - - - - - �� _o J1 aO � I BEDROOM c� x o I 3.PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET(914 MM)HORIZONTALLY FROM THE DOOR OR OPENING DETERIORATED x II o? N I ��' FEET(1828 MM)HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE PERMIT DOOR ASSEMBLY I �� II II NEW 2x8 DUG FUR � N 3 APPLIANCE. ALARM REQUIRED BY SECTION 8314.3. II II RAFTERS @ i G"O.C. w II II o II EXISTING 2x4 STUD W (2)JACK STUDS WALL @ 16"O.C. REVISION DATE: ALTERATIONS TO DRAWING: (1)KING STUD 3'-8" (R-19 FOAM FARING WALL '--* INSULATION,TYP.) 5/3/2021 FOR PERMIT 2468 2668 — r — — — — — — — — — — — I— — — — — _ WINDBORNE DEBRIS REGION.AREAS WITHIN HURRICANE-PRONE R301.2.1.2 PROTECTION OF OPENINGS Q 7/17/2021 REVISIONS PER ZBA SKYLIGHT NEW 12"WIDE x 8"DEEP FOOTING �'TYPE-X GYPSUM REGIONS LOCATED IN ACCORDANCE WITH ONE OF THE FOLLOWING: I I W/(2)#5 BAR5 CONT. POURED ON I WALLBOARD + o w l'-0' I TOP OF EXISTING SLAB.ALIGN I EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS _ 1n CLOS. RIGHT SIDE W/FACE OF WALL TO WITHIN 1 MILE(1.61 KM)OF THE COASTAL MEAN HIGH WATER LINE REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS.GLAZED U GARAGE WHERE THE ULTIMATE DESIGN WIND SPEED,VULT,IS 130 MPH(58 M/S) OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE C) 1 SOMOKE I 1 2x4 STUD WALL @ I G" I OR GREATER. REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND ASTM 2GG8 O.C. (R-19 FOAM I E1886 AS MODIFIED IN SECTION 301.2.1.2.1.GARAGE DOOR GLAZED N I INSULATION,T)T.) I IN AREAS WHERE THE ULTIMATE DESIGN WIND SPEED,VULT,IS 140 MPH OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE PHASE: \ (63.6 M/S)OR GREATER;OR HAWAII. REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR CGAP-AGA AME i GARAGE ANSI/DASMA 115. S W/ 1 SKYLIGHT o I EXISTING SLAB I a CONSTRUCTION FIR o IQ O EXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT DRAWINGS I G" o ug'-7 3/8• 1 1 � o LESS THAN 7/16 INCH 11 MM AND A SPAN OF NOT MORE THAN 8 FEETLACE 9'-7 3/8" i NOTE: ( )AND � w '� = 1 c�N " (2438 MM)SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS TED `O U "' + BATH 1 Ln CONTRACTOR TO PROVIDE 1'PLYWOOD SHEETS FOR EACH OPENING SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE DS) -n CENTER NEW WALL 2 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. DRAWING NAME: 2x I DUG FUR FLOOR I UNDER(2) 2x 10 LABELED AND STORED ON PREMISES.PROVIDE 1/4"HOT DIPPEDW FRA ANG @ I G"O.C. RIDGE BOARD 1 PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE \ GALVANIZED TREADED FASTENERS INSTALLED ON HOUSE TO RECEIVE 1 1 HEAT 1 N PANELS.-a'"LAG SCREWS TO BE EMBEDDED 2"MIN. @ 16"O.C. FASTENERS METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE DETECTOR 1 SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO RESIST THE FIRST _ _ _ _ PANEL.FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH FROM THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE — — — — — — — — — — 0O EDGE OF THE PANEL.ANCHORS SHALL PENETRATE THROUGH THE WITH EITHER TABLE 8301.2(2)OR ASCE 7,WITH THE PERMANENT FLOOR PLAN NEW 12"WIDE x 8 EP 1 1 CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS FOOTING W/(2)# RS o z I =—— — — 1 ANCHORS PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT IN 1 — — — THAN 2 INCHES INTO THE BUILDING FRAME.FASTENERS SHALL BE \ CONT. POURED o T P ;., Q RE-FRAME ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH + OF EXISTING SLA . A IGN 1 _ m I 1 GARAGE WALL5 W1 LOCATED NOT LESS THAN 21/2 INCHES FROM THE EDGE OF CONCRETE A MEAN ROOF HEIGHT OF 45 FEET(13,728 MM)OR LESS WHERE THE JOB #: 2115 328 AVENUE B RIGHT 51DE W/FA F I I =—__= 1 2x4 DUG FIR BLOCK OR CONCRETE. K, ULTIMATE DESIGN WIND SPEED,VULT,IS 180 MPH (290 KPH)OR LESS. o WALL TO GARAGE _ J NEW 2xG DUG FUR STUDS @ I G" RAFTERS_@ i G"O.C. 1 O.C. (REPLACE JI FILE NAME: Ln 1 4'-3" 1 ALL ROTTEN AND (3) 2x STUDS UNDER DETERIORATED 1 1 RAWN BY: D. COSTA DATE: 5.3.21 RIDGE BOARD STUDS) FC EC D.A.N. SCALE: AS NOTED - - - - - - - - 1 1 APPLICABLE PORTION OF IRC 2020 NY STATE 3 c SHEET: R-FRAME GARAGE NEW°(2) I AZT" I O"LVL k1EAD�R <NEW(2)°1,,"x 10"LVL HEADER P 1 D q 'y ° <° ° ° RE-FRAME GARAGE CORNERS W/2x4 ° ° ° Scale NTS THIS DOCUMENT,INCLUSIVE OF THE IDEAS STUDS @ I G' O.C., "° N TOP ? ° <° CORNERS W/2x4 ., USE P.T. STUDS " a AND DESIGNS INCORPORATED HEREIN IS A ° STUDS @ I G"O.C., x". �(N Al WHERE THEY CONTACT ° ° USE P.T. STUDS ^,, n ° ° °' WHERE THEY CONTACT FURNISHED AS AN INSTRUMENT OF P R 0�41 0 S E D F LO 0 R PLAN CONC. CONC. (REPIACE ALL CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE {� 1 ■ 18'-0" ROTTEN AND DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC ' - ., �; "�1'-6" 8'-0" DETERIORATED STUDS)nEQO� AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED INSCaIe = -0 EXISTING TO REMAIN EQUAL TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 039g pQ' PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT OF N E�1`1 Y f' r I FWOOD NAILING SCHEDULE R301.5 LIVE LOAD THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 8301.5. COMMON NAILS BOX NAILS TABLE 8301.5 \r MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(IN POUNDS PER SQUARE FOOT) ROOF FRAMING USE LIVE LOAD 360 DE GN PLUS L UNINHABITABLE ATTICS WITHOUT STORAGE B 10 NEW CONNECTOR RENOVATED GARAGE UNINHABITABLE ATTICS WITH LIMITED STORAGEB,G 20 LC I S, RAFTER TO TOP PLATE 3-16d 3-16d PER RAFTER HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 1 (TOE-NAILED) BALCONIES(EXTERIOR)AND DECKS E 40 -,- -- - Dav'd A Noe, AIA FIRE ESCAPES 40 4 Stonewood Dr. Ol CEILING JOIST TO TOP GUARDS AND HANDRAILS D 200H 12 O Lyme, CT. PLATE(TOE-NAILED) 3-8d 3-8d PER JOIST GUARD IN-FILL COMPONENT SF 50H MATCH EXST. 360DESIGNPLUS.COM PASSENGER VEHICLE GARAGE SA 50A ROOMS OTHER THAN SLEEPING ROOMS 40 COPPER FLASHING TEL. 617.549.5457 CEILING JOIST TO SLEEPING ROOMS 30 PARALLEL RAFTER(TOE-NAILED 4-10d 4-10d EACH LAP STAIRS 40c . PROJECT_ C ARCHITECT: Ux CEILING JOIST LAPS OVER vELUx VE S0 ROOFING TO PARTITIONS(TOE-NAILED) 4-10d 4-10d EACH LAP FOR SI:1 POUND PER SQUARE FOOT=0.0479 KPA,1 SQUARE INCH=645 MM2,1 VSE M06 VSE S06 -' . MATCH EXISTING POUND=4.45 N. / A.ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND COLLAR TIE TO RAFTER 4_10d 4-1 4-1 Od PER TIE LOAD APPLIED OVER A 20-SQUARE-INCH AREA. DAN COSTA (FACE-NAILED) 11 / �❑ ❑ ❑ – B.UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR / 2' 7"RD P.O. BOX 441 BLOCKING TO RAFTER HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,CL WHERE ❑❑ (TOE-NAILED) 2-8d 2-1 Od EACH END THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS 1.1 1.1 1.1 MYSTIC, CT 06355 CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY SLOPED SHED ROOF (2) 2' 6"� 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE IMPS REN TEL. 617-448-9954 RIM BOARD TO RAFTER �- - DOORS tnim — WOOD SIDING, END-NAILED � 16d 3-16d EACH END LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD � ( ) REQUIREMENTS. \ / -, MATCH EXISTING WALL FRAMING C.INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GREATER STRESSES. riv LL NOTE: TOP PLATE TO TOP PLATE 2-16d' 2-16d' PER FOOT A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG7� nr a ' (FACE-NAILED) THE TOP. The drawings demonstrated in this set TOP PLATES AT INTERSECTIONS 1 JOINTS- E.SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. GARDEN SHED of construction documents have been FENCE LOCATION REPLACE RO EN STUDS AS REQUIRED 1 (FACE-NAILED) 4-16d 5-16d EACH SIDE F.GUARD IN-FILL COMPONENTS(ALLTHOSE EXCEPTTHE HANDRAIL),BALUSTERS designed by Dan Costa and reviewed AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED j' ; STUD TO STUD 2-16d 2-16d 24"O.C. NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.THIS LOAD by 360 Design Plus, LLC. To the best (FACE-NAILED) NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. of our knowledge the drawings meet HEADER TO HEADER 16"O.C. the existing building code if an (FACE-NAILED) 16d 16d ALONG EDGES G.UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR g g � Y HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR WHERE TOP OR BOTTOM PLATE TO THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS discrepancies are found before or 2-16d 2-16d PER STUD CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY ( ) 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES. during COristrUCtlOn please contact the STUD END-NAILED PROPOSED WEST ELEVATION architect immediately. BOTTOM PLATE TO FLOOR JOIST, 2- ''2 -16d''2 PER FOOT THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR BANDJOIST,ENDJOIST,OR 16d2TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: Scale 1 i = 1 '-0" BLOCKING(FACE-NAILED) 4 1.THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR FLOOR FRAMING HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. v J 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT JOIST TO SILL TOP PLATE OR GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. 4-8d 4-10d PER JOIST REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD O GIRDER(TOE-NAILED) MEMBER DEPTH. BRIDGING TO JOIST 2-8d 2-1 Od EACH END 3.THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS (TOE-NAILED) SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT: BLOCKING TO JOIST 2-8d 2-1 Od EACH END H.GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED Q (TOE-NAILED) WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF BLOCKING TO SILL OR TOP THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE LOAD > 3-16d 4-16d EACH BLOCK ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE DETERMINED INDEPENDENT O PLATE(TOE-NAILED) OF ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LU LEDGER STRIP TO BEAM LIVE LOAD. (FACE-NAILED) 3-16d 4-16d EACH JOIST z z JOIST ON LEDGER TO BEAMm w 3-8d 3-10d PER JOIST w (TOE-NAILED) RENOVATED GARAGE NEW CONNECTOR W Z BAND JOIST TO JOIST 3-16d 4-16d PER JOIST z (END-NAILED) Q LU U) ............. ..... — BAND JOIST TO SILL OR TOP 2-16d' 3-16d PER FOOT 12 PLATE(TOE-NAILED) zCO MATCH EXST. 00 rr ROOF SHEATHING N CV L1J _.. co cY) STRUCTURAL PANELS 8d 10dLL L.......... ..... ....... DD DD o❑ Q DIAGONAL BOARD SHEATHING PER .........r 1"x6"OR 1"x8" 2-8d 2-lOd . -- „ SUPPORT 1 x10 OR WIDER 3-8d 3-10d 2'- 4 O 'Ro ❑ ❑ ❑❑ ❑ 3 LL CEILING SHEATHING L LEll] L 7"EDGE/ GYPSUM WALLBOARD 5d COOLERS 5d COOLERS ❑ G a cniv Q 10 FIELD ❑ m Q i N WALL SHEATHING G. 4= STRUCTURAL PANELS 8d 10d / DE ISSUED FOR: FIBERBOARD PANELS 3"EDGE/ / REPLACE ROTTEN STUDS AS REQUIRED WOOD TRELLIS / 7/16" 6d _ 6"FIELD ( O 25'32" PERMIT GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10 FIELD HARDBOARD 8d 8d (SEE�TABLE 3.11) PARTICLEBOARD PANELS Bd gd PER MANUFAC PROPOSED EAST ELEVATION REVISION DATE: ALTERATIONS TO DRAWING: 5/3/2021 FOR PERMIT TURER Scale 4" = 1'-0" 0 7/17/2021 REVISIONS PER ZBA DIAGONAL BOARD SHEATHING 1"x6"OR 1"x8" 2-8d 2-10d PER 1"x10"OR WIDER 3-8d 3-10d SUPPORT FLOOR SHEATHING STRUCTURAL PANELS 6"EDGE/ PLAN NOTES: PHASE: V OR LESS 8d 10d 12"FIELD CONSTRUCTION 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONED OVERALL 6. PROVIDE 2X4 BLOCKING UNDER ALL POSTS 10. ALL LAMINATED VENEER LUMBER AND COMPOSITE 13. ALL NAILED CONNECTIONS SHALL BE SECURED GREATER THAN V 10d 16d 6"EDGE/ LAYOUT,AND DIMENSIONED LOCATIONS OF PARTITIONS. AND JAMBS OF WINDOW AND DOOR OPENINGS LUMBER SHALL BE MICROLAMS, IN ACCORDANCE WITH THE STATE OF CONNECTICUT D RAW I N O S 6"FIELD DO NOT SCALE DRAWINGS. OPENINGS EXCEEDING 6'-0" IN WIDTH PARALLAMS, OR TRUSS JOIST BASIC BUILDING CODE NAILING SCHEDULE. DIAGONAL BOARD SHEATHING 2. MINIMUM 3'-6" FROST DEPTH TO BE MAINTAINED 7. ALL FRAMING LUMBER SHALL BE DRY 19% AS PRODUCED BY TRUSS JOIST FOR ALL FOOTINGS. FOOTINGS SHALL BEAR ON NATURAL 14. CONTRACTOR SHALL VERIFY THE DIMENSION AND CONDITION DRAWING NAME: i"x6"OR 1"x8" 2-8d 2-1Od PER MAXIMUM MOISTURE CONTENT) DOUGLAS FIR MACMILLAN, OR AN APPROVED EQUIVALENT. OF ALL EXISITNG STRUCTURE IN THE FIELD. CONTRACTOR 1"x10"OR WIDER 3-8d 3-10d SUPPORT NON–DISTURBED, COMPACT NON–ORGANIC SOILS. No.2 GRADE WITH A BASE VALUE FB OF 850 PSI. ALL LVL LUMBER SHALL BE BOLTED FULL LENGTH. IS SOLEY RESPONSIBLE FOR ALL TEMPORARY SHORING, 3. CONTRACTOR TO COORDINATE EMBEDMENT BOLT PER MANUFACTURER'S SPECIFICATIONS. BRACING AND JOB SITE SAFETY RELATED TO ALL CONSTRUCTION ELEVATIONS NOTES: OF ANCHOR BOLTS, ETC. INTO CONCRETE. 8. A.P.A. RATED SHEATHING SYSTEM 11. ALL METAL FRAMING CONNECTIONS SHALL BE MEANS AND METHODS. 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" " 3/4" T&G PLYWOOD DECKING GLUED WITH PL400 4. 4 CONCRETE SLAB ON GRADE FULLY NAILED AS PER MANUFACTURER'S ADHESIVE AND SCREWED AT 12 o.c. INTERMEDIATE 15. PROVIDE DOUBLE JOISTS UNDER ALL NON–BEARING PARTITIONS o.c.AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3"o.c.AT THE REINF SLAB W/6x6–W2.Ox2.0 WWF. PLACE RECOMMENDATIONS. PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING SLAB ON 6MIL VAPOR BARRIER OVER 6" MIN SUPPORTS, 6 OC ABOUT PERIMETER. PARALLEL WITH JOISTS BELOW. REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR COMPACTED COARSE GRANULAR FILL & 2" RIGID INSULATION12. CONTRACTOR TO SUBMIT FOR REVIEW EXACT ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED 9. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE CONNECTION MANUFACTURER'S DATA SHEETS JOB #: 2115 328 AVENUE B TO MAINTAIN THE LOAD PATH 5. ALL POSTS AND JAMBS TO BE FULLY SPIKED. PROVIDE MEMBERS UNLESS SHOWN OTHERWISE. FOR EACH TYPE OF CONNECTION SPECIFIED. DOUBLE JACK STUDS AND DOUBLE FULL HEIGHT STUD UNDER ALL FILE NAME: 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED BEAMS SPANNING 6'-0" AND GREATER AND UNDER ALL LVL MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. BEAMS UNLESS NOTED OTHERWISE. DRAWN BY: D. COSTA DATE: 5.3.21 CHECKED BY: D.A.N. SCALE: AS NOTED ST D SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS I TE SHEET: AND DESIGNS INCORPORATED HEREIN,IS A N FURNISHED AS AN INSTRUMENT OF P `4" O� A1 . 2 CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN _ \ TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT ), 39g OQ' FNE SIMPSON STRAPPING @ RIDGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - -y SIMPSON r @EACH RAFTER ASPHALT ROOFING, I I 1 t x 20 GA x V-0"STRAP I VELUX MATCH EXISTING I I FROM RIDGE TO STUDS @ I VSE S06 ICE AND WATER I 16"O.C.ALTERNATE SIDES 12 TYPICAL SLOPED ROOF ASSEMBLY �. / Wl8 8D NAILS i MATERIAL 5 -MATCH5LB ROOFING FELO ROOF T OFING @ FIELD LOCATIONS WITH ICE B (2) 2x8 RIDGE � AND WATER @EAVES AND SIDE WALLS 2x RAFTER,SEE i I I I 1 4"x 20 GA STRAP x1'-0" -$"CDX ROOF SHEATHING (TAPE ALL SEAMS) STRUCTURAL DRAWINGS I I RIDGE TO STUD @ 16"O.C. -2x6 DUG FIR RAFTERS @ 16"O.C. 360 DESIGN PLUS, LLC ALTERNATE SIDES W/8-8d -CLOSED CELL FOAM (R-49) David A. Noe, ATA NAILS _ -FINISH AS SCHEDULED 4 Stonewood Dr. Old Lyme, CT. 360DESIGNPLUS.COM $"TYPE-X GYPSUM WALLBOARD RE-FRAME GARAGE WALLS W/2x4 TEL. 617.549.5457 DUG FIR STUDS @ 16"O.C. FINISH PER SCHEDULE I (REPLACE ALL ROTTEN AND DETERIORATED STUDS) I Ii H-CLIP @ EACH RAFTER PROJECT ARCHITECT: SIMPSON HURRICANE CLIP @ EVERY RAFTER,TYP. TYPICAL FLOOR ASSEMBLY DAN COSTA 2x TOP PLATES,SEE I I I `NEW ATH ROOM -FINISHED FLOOR AS SCHEDULED STRUCTURAL DRAWINGS I t_ — — — — — — — — — J RE-FRAME GARAGE WALLS W/2x4 -UNDERLAYMENT PER MAUF. P.O. BOX 441 FOR WALL FRAMINGDUG FIR STUDS @ 16"O.C. REQUIREMENTS AND RECOMMENDATIONS DETAILS I31 (REPLACE ALL ROTTEN AND -2x10 F UJOISTS SUB-FLOOR @ 16"O.C. MYSTIC,EL67 4 8- CT 09954 5 I INSULATE INDICATED WALLS WHERE i D PROPOSED 1 , RID E DT L. DETERIORATED STUDS) -R-30 MIN. CLOSED CELL FOAM Scale 12 = 1 -0„ 1 WOOD HEADER,SEE GARAGE AREA NOTE: STRUCTURAL DRAWINGS NEW 12”WIDE x 8"DEEP FOOTING TYPICAL WALL ASSEMBLY NEWWINDOW,SEE I W/(2) #5 BARS CONT. POURED WOOD SIDING (MATCH EXST.) The drawings demonstrated in this set - ON TOP OF EXISTING SLAB.ALIGN -AIR BARRIER(HENRY BLUESKIN) of construction documents have been SCHEDULE SIDE W/FACE OF WALL TO -1/2"CDX SHEATHING (SEE NAILING SCHEDULE) designed by Dan Costa and reviewed L — — — — — — — — — — — — — — — — — — — J GARAGE -2x WALL STUDS(SEE STRUCTURAL DRAWINGS) LUS JOIST HANGER LUS JOIST HANGER -R-21 CLOSED CELL FOAM (SPRAY UNDERSIDE) by 360 Design Plus, LLC. To the best 'ANCHOR BOLTS @ 48"O.C. -FINISH AS SCHEDULED of our knowledge the drawings meet PROP9--S ED EAVE DETAIL @GARAGE a 1 a'x 9 4"LVL LEDGER 1 a'x 9 4'LVL LEDGER the existing building code, if any A1discrepancies are found before or Scale 12 1 -0 F• —x—x x x—x x—x—x x x x x —x—x—x x—x—x—x—x—x—x— •� y construction - EXISTING SLAB TO REMAIN #4 DOWELS x 10"DRILL during const coon please contact the AND EPDXY 3 INTO architect immediately. EXISTING SLAB @ 24"O.C. " EXISTING FOUNDATION EXISTING FOUNDATION ASPHALT ROOFING, / I TO REMAIN TO REMAIN / � ^ I MATCH EXISTING ICE AND WATER / e ROOF SHEATHING 2x RAFTER,SEE // I O / STRUCTURAL DRAWINGS / / I 1 / 00 < W / ° I I FINISH PER SCHEDULE I PROPOSED SECTION GARAGE O LijI SIMPSON HURRICANE CLIP @ EVERY RAFTER,TYP. I 2 Wm ❑ '—' z I COPPER DRIP EDGE 2x TOP PLATE,SEE W I '—� STRUCTURAL DRAWINGS z EXISTING j j: FOR WALL FRAMING I Lu U) DETAILS I — WOOD SIDING MATCH EXISTI WOOD HEADER,SEE I z W Q G I STRUCTURAL DRAWINGSI Q N � L1J j"CDX WOOD HEAT G—/ NEW WINDOW,SEEI CY) SCHEDULE I Cf) z I TYPICAL SLOPED ROOF ASSEMBLY • -MATCH EXISTING ROOFING MATERIAL - 15 LB ROING FELT @ FIELD I I AND WATOERF@ EAVES AND SIDE WAA SONS WITH ICE O Q 1'CDX ROOF APE LL L — — — — — — — — — — — -2SHEATHING x6 DUG R RAFTERS0 16T O C(SEEESTRUCTURALS) 1 -CLOSED CELL FOAM (R-49) Q -FINISH AS SCHEDULED I ON Q PROPOSED EAVE DETAIL @ CONNECTOR RIDGE BScale 12' = 1'-0" 1 4"x 94'LVL Q 12 UL bL MATCH EXST. ISSUED FOR: . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I z UDROU"1101 L-11 Q CONN =-CTOR W PERMIT I I oC G� � I I O H-CLIP @EACH ASPHALT ROOFING ❑ CONT. (2) 2x8 RAFTER,TYP. REVISION DATE: ALTERATIONS TO DRAWING: ICE AND WATER I 0 s ROOF SHEATHING HEADER TO BEAR c, INTO EXISTING � CONT. (2) 2x8 TYPICAL WALL ASSEMBLY � 5/3/2021 FOR PERMIT HEADER TO BEAR + -WOOD SIDING MATCH EXST. I I WALL, EACH SIDE ( ) Q 7/17/2021 REVISIONS PER ZBA COPPER RAKE EDGE — ❑ INTO EXISTING _ — — — — — — — — _ — I F-- -AIR BARRIER(HENRY BLUESKIN) (� 1.2 1.2 100 w WALL, EACH SIDE -1/2"CDX SHEATHING (SEE NAILING SCHEDULE) rO X -2x WALL STUDS (SEE STRUCTURAL DRAWINGS) _I -R-21 CLOSED CELL FOAM r W -FINISH AS SCHEDULED SHED ROOF @ T— U_ V) NEW SILL,V.I.F. o PHASE: EXISTING FIRST FLOOR a 1xPVC TRIM i ELEV. EXISTING TO I z CONSTRUCTION GARDEN 2x SUB-FASCIA @RAKE REMAIN POCKET DOOR I I I SHED TO KITCHEN ¢ z DRAWINGS 1x TRIM @ RAKE SOFFIT — — — _ — PVC BED MOULDING I SEAT DRAWING NAME: 1 � I a PVC TRIM, SECTIONS RABBET TO RECEIVE SIDING TOP OF FLOOR ALIGN W/NEW BEDROOM I I I I I dl° TYPICAL FLOOR ASSEMBLY JOB #: 2115 328 AVENUE B FINISHED FLOOR AS SCHEDULED L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° -J UNDERLAYMENT PER MAUF. FILENAME: REQUIREMENTS AND RECOMMENDATIONS -4"T&G SUB-FLOOR DRAWN BY: D. COSTA DATE: 5.3.21 -2x8 P.T. FLOOR JOISTS @ 16"O.C. -R-30 MIN. CLOSED CELL FOAM 1 0x1 0 CONCRETE PIER, HECK BY: D.A.N. SCALE: AS NOTED PROPOSED DETAIL @ RAKE a ° C "° < TYPICAL(2 LOCATIONS) Scale 1 1n = 1 1-0 O1i ° .a A4. ° , P f J Oy SHEET: 2 THIS DOCUMENT INCLUSIVE OF THE IDEAS A I-V AND DESIGNS INCORPORATED HEREIN,IS �n FURNISHED AS AN INSTRUMENT OF "� PROPOSED SECTION @CONNECTOR A1 . 3 2 CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC Scale 2 = 1 -0 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN �- TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 9j. p 399 0 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT O N E`N OMS Ver.000 3.08.00(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN S - Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN , Quote Number:4BHVZ26 Quote Number:48HVZ26 Quote Number:48HVZ26 -----'--- Rectangular-Special Cut 2 W 1H Performance Information Black Intel lot Weather Strip Package LINE ITEM QUOTES Cadet Gray Clad Ext-Primed Pine Int U-Factor 0.3 Black Exterior Weather Strip Package Ogee Interior Glazing Profile Solar Heat Gain Coeffic lent:0.44 Oil Rubbed Bronze Sash Lack Bottom Sash Visible Light Transmittance:0 5 Oil Rubbed Bronze Top Sash Strike Plate Assembly Color , The following is a schedule of the windows and doors for this project.For additional unit details,please see Line Item Cadet Gray Clad Sash Exterior Condensation Resistance:55 Retractable Screen GIMB Primed Pine Sash interior CPD Number.MAR N-425-17186-00001 StiffenedCharcoal Hi-Transparency Fbrgls Mesh Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. w Pr -1 Lite ENERGY STAR:N PrimeddPine Low El w/Argon Performance Grade White Screen Latch t' ` ^.- =.-.__....._.. ensee#1127 4i0f Sifllifi �il{'YIG�CC^� R�r. line#1 Mark Unjt:KITCHEN WEST 1.1 Net Prig 1,204.6 Black Perimeter Bar AAMA/WDMA/ Beigeck Pile Pull Bar Seal ' Ext.Net Price- USD 3 613.8 Ogee Interior Glazing Profile .AA.MA/W 149X2223 mm L5.3X87.5 in) Black Pile Weather Strip .3 Black Interior Weather Strip Package LC•PG501149X2223mm(45.3X87.5fn) 49/16"lambs Structural EftginE'6r€int, h Black Exterior Weather Strip Package LC-PG50 DP.50/-50 Wi0ing Fin GectC4hnical ErigheQrir1•l Cadet Gra Clad Exterior .r-? Oil Rubbed Bronze Sash lock FL17635 """Note: Unit Avaih bllity and Price is Subject to Change 360 DESIGN PLUS, LLC Y Historic Preservation MARVIN:" Primed Pine Interior Oil Rubbed Bronze Top Sash Strike Plate Assembly Color Ultimate Double Hung G2 Retractable Screen --- Rough Opening 313/4"X50" Stiffened Charcoal Hi-Transparency Fbrgls Mesh Line#4 Mark Unit:MASTER BEDROOM G.1 Net Pr(ce: 1,585.36' David A. Noe AIA Top Sash Primed Pine Cadet Gray Clad sash Exterior As V:e+Vad From The Exterior White Screen Latch t :1 Ext.Net Price: USD :I 1,58$.36; Primed Pine Sash Interior MO 29 3/4"X 49 3/4" Beige Pull Bar Seal IG FS 291/4"X 491/2" Black Pile Weather Strip Mixed Speacs/Finish Low FIw/Argon RO 301/4"X50" 49/16"iambs MARVIN: May 7 2021 Stonewood Dr. Old Lyme CT. Black Perimeter and Spacer Bar Egress Information Naffing Fin Cadet Gray Clad Exterior 360DES IGNPLUS.COM E�E7/8"SDL-With Spacer Bar-Black Width:25 21/32" Height:17$/8" '"'Note: Unit Availability and Price is Spti cot to Change Painted Interior Finish-White•Fire Interior Feature Mismatch:interior Finish Selections. Rectangular•Sp'•cial Cut 2 WIH Net Clear Opening:3.14 Sq Ft TEL. 6 1 7.549.5457 i Ultimate Dpuble Hung G2 CadetGray Clad Ext•Primed Pine Int Performance information I EHE Rough Opening 32 1/4"X 57" Matt Kae l i n Q Ogee interior Glazing Profile U-factor:0.3 I Standad CN Width 26 Bottom Sash Solar Heat Gain Coefficient:0.44 Top Sash Cadet Gray Clad Sash Exterior Visible Light Transmittance:0.5 ! I Cadet Gray Clad Sash Exterior 328 Ave. B Primed Pine Sash Interior Condensation Resistance:55 I Painted Interior finish-Designer Black-Pine Sash Interior • ' PROJECT ARCHITECT: IG-Mite CPD Number,MAR-N-428-17186.00001 I ,G g Fishers Island, NY 06390 Low El w/Argon ENERGY STAR:N Low El w/Argon As Viewed Ftom The Exterior Black Perimeter Bar Performance Grade Black Perimeter and Sparer Bar Ogee Interior Glazing Pile Licensee#1127 l MO 311/4"X 49 3/4" Black Interior Weather Strip Package AAMA/WOMA/CSA/101/LS1/A440-08 Rectangular SOI.-With Spacer Bar-Black F5 30 3J4"X 49 1/2" I G Rectangular-Special ad Ext-Pu13W2H Re: Structural Review Renovation Plans for 328 Ave. B - Fishers Island NY Black Exterior Weather Strip Package LC-93501149X2223 mm(45.3X87.51n) Cade[Gray Clad Ext-Painted Interior Finish-Designer Black- RO 313/4"X SO" Oil Rubbed Bronze Sash Lock LC-PGSO DP.50/-50 Al \ COSTA Egress Information Pine Int Oil Rubbed Bronze Top Sash Strike Plate Assembly Color FL17635 � I Ogee Interior Glazing Profile Width:275/32" Height:175/8" Retractable Screen Net Clear Opening:3.32 Sort Stiffened Charcoal Hl-Transparenry Fbrgls Mesh Bottom Sash Dear Mr. Kaelin. P.O. BOX 441 Performance Information primed Pine ----- As Viewed Froen The Exterior Cadet Gray Clad Sash Exterior U - r . no 0.3 Line#3 MarkUnit:KITCHENEAST13 Net Price! 1,155.9 MO 313/4"x563/4" Painted Interior Finish-DesignerBlack-PineSashInterior Solar Heat Gain Coefficient:0.4-0 White Screen Latch 1 IG-1 Ute Beige Pull Bar seal ,.Qt„ 2 l.._ .._..__..._. Ext.Net PNce:: USD__ ""_""""_"._"-__2,311_97i� Fs 311/4"X561/2" Low El w/Aron MYSTIC CT 06355 Visible UghtTrensmittance:0.5 Black P,Ie Weathel Strip " --" --- -" 80321/4"X57" Black Perimeter Bar I have reviewed and provided structural information for the drawing set for ' Condensation Resistance:Ss Egress Information g / TEL. 617-448-9954 CPD NpmbPrMsistane:55 86-00001 49/16"iambs Cadet Gray Clad Exterior Width:2721/32" Heiht:2138' Ogee Interior Profile Nailing Fin MARVIN Primed Pine Interior Black Interior weather Strip Package Permit dated 5//3/2021 for this project. It is my opinion that the design meets ENERGY STAR:N ""Note: Unit Avai!atllity and Price is Subject to Change Net Clear Opening:4,065gFt s=ra3(i0;?j UltimateDo Hung G2 Black Exterior Weather Strip Package Performance Grade Rough Opening 261/4"X447/8" Performance Information Oil Rubbed Bronze Sash Lock cl A-°s�=' �£�����'P the structural requirements of the New York State Building Code for Licensee#1127 g SolU-Fa Hu 0.3 AAMAJWDMA/CSA/101/L5.2/A440-08 Standard CN Width 20 Solar Heat Gain Coefficient:0.44 Oil Rubbed Bronze Top Sash Strike Plate Assembly Color ,<a;'1C�>,"p.�,Vie;,P Glass Add For All Sash/Panels Retractable Garcon Fsn":v :1n:,r„H::�k€.i�.E_ Residential Construction (IRC 2018). LC-PGSO 1149X2223 men(45.3X87.5 in) Top Sash Visible Light Transmittance:0.5 Stiffened Charcoal Hi-Transparency Fbrgls Mesh LC-PGSO DP 50/-50 Condensation Resistance:55 FL17635 Cade[Gray Clad Sash Exterior CPO Number:MAR-N-425-1718600001 Painted Interior finish-White-Pine ....-.---."--.-_....__..___-_._. .__.._.._._.-_ _._.._.._.-..._ -._...._...____.. Pn G ES w/Argonterior Performance Grade Black P!I Weathe�Strip reth Gin <,,P l NOTE: ENERGY p:f ....... ..____..._....._ ._._......_._....... .. ...._ rod K,ar Licensee 111127 Line#2 Mark Unit:KITCHEN SOUTH 1.2 Net Pnce; 1,203 0 Black Perimeter and Spacer a9l16"lambs C - 1�� ��-�� AAMA/WCMA/CSA/301818.2/A440"OS Very truly yours, The drawings demonstrated in this set Ext Net Price: USD 2,4061 7/8"SOL-WithS Spacer Bar-Black NailingFinQ "Qty;Z --.-: p LE-PG,01149X2223 men(453X87.5 int ,'.'1!cC";'31±:r l r`•.,;i.:Cici6 t7 Rectangular-Special Cut 2WSH - -Note: Unit Availability and Price is Subject to Change Cadet Gray Clad Exterizr Cadet Gray Clad Ext•Primed Pine Int LC-9350 ODP-50/-50 r FL17635 'N of construction documents have been Ogee Interior Glazing Profile S MARVW ``' Primed Pine Interior Bottom Ultimate Double HungG2 Cadet Sash __ s:- :�r°,�:hs.:•.'ir� designed b Dan Costa and reviewed Cadet Gray Clad Sash Exterior - (1( s'`" "� 1� Rough Opening 307/."X50" Primed Pine Sash Interior Ii Line#5 M ark Unit:GARAGE G.2 Net Price: 1,1655-. R Garr A.;; r:t.la,RE. �''` or- W i-, g y Standard CN Width 24 ----- I �tyyT Top Sash /'as Viewed From The Exterior IG I�QtV:1 -......_-__---_--.-_:::_:---__----J---_ Ext._Net_Price:,jl__.,USD_._J l..-__----,1,165,08; •..,.." �� ''�> t,yF("it/yp �,1`�S e e Low El w/Argon by 360 Design Plus, LLC To the best Cadet Gray Clad Sash Exterior MO 25 251/4""X44588" BlackPerimeterWith Spacer Spacer Bar .� of our knowledge the drawings meet Primed Pine Sash Interior F5251/4" 443/8" 7/8"SDL-With Spacer Bar-Black Cadet Gray Clad Exterior Charles C. Brown P.E. #; IG RO 261/4"X 44 7/8" MARVIN painted Interior Finish•Designer Black•Pine tnterior $ "c' Rectangular-Special Cut 2WSH - c, Low El w/Argon Egress Information Ultimate Double Hun G7 J "" •°"�'. Cadet Gray Clad Ext- Primed Pirie Int / Black Perimeter and Spacer Bar Width:2121(32" Height:151/16" Rough Opening 32 1/4"X 57" ~g ,A'qr 7/8"SDL•With Spacer Bar-Black Net Clear Opening:2.27 Sq Ft Ogee Interior Glazing Profile - the existing building code if any President Accepted: Processed on:4/30/20214:51:16 PM Page3of15 Accepted: Processed on:4/30J20214:SS:i6PM Page4of25 Accepted: Processed on:4%30(20214:51:16 PM Page5of15 All h discrepancies are found before or OMS Ver.0003.08.00(Current) OMS Ver.0003.08.00(Current) OMS Ver.0003.08.00(Current) during construction please contact the architect immediately. OMS Ver.0003.08.00(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN Quote Number:4BHVZ26 Quote Number:4BHVZ26 Quote Number:4BHVZ26 Standard CN Width 26 U-Factor.0.31 Black Gliding Block/Seal Painted Interior Finish-Designer Black-Pine Sash Interior Top Sash Solar Heat Gain Coefficient:0.43 Oil Rubbed Bronze Retractable Screen Pull Handle IG-3/4" Cl w/Argoo adet Gray Clad Sash Exterior Visible Light Transmance:50.4fl 49/16"Jambs Low Perimeter Painted Interior Finish-Designer Black•Pine Sash Interior Condensation Resistance:57 Nailing fin Black Perimeter and Spacer Bar IG CPD Number:MAR-N-343-24564-00001 ""Note: Unit Availability and Price is Subiect to Change 7/8"SOL-W:th Spacer Bar•Black HE Low El w/Argon Performance Grade Cadet Gray Ede/Cu[2W3H O Black Perimeter and Spacer Bar Licensee#921 ���j i� Cadet Gray Clad Ext-Painted Interior finish-Designer Black- 7/8"SDL- Int With Spacer Bar-Black AAM1IAJWOMA/CSA/701/LS 7/A440-11 I I I Rectangular-Special Cut 3W2H LC-PC501016X1197 mm(4OX47.13 in) JI Il Pine e I Cadet Gray Clad Ext-Painted Interior Finish-Designer Black- LC-PG50 DP+50/-50 Ogee Interior Glazing Profile a� Black ardWe Bottom Rai! Pine Int FL10323 , Blade Weather Strip od ^ Ogee Interior blazing Profile ❑❑ s Coven i� Bottom Sash 4911560!idmbs Cadet Gray Clad Sash Exterior N Unit Availability d P i 5- - ----� ) Nailing Fin Painted lnterlo'finish-Designer Black-Pine Sash Interior Line#7 Mark Unit:ADDITION G.4 "" i"" " Net"Prices l) 1,22b.6 IGdhater Q[ _1 �y--^^ I Ext.Net PFICe�J�t USD 1226.6 I • ote• int an rice's Subject to Change Low El w/Argon - r > As Viewed From The Exterior Black Perimeter Bar As l/awed From The Exterior r.-f.,( ,. Mined ray Clad Exterior )".•.5"" "AOSt(`:''"" O MO 313/4°X 56 3/4" Ogee Interior Glazing Profile MARVIN-1 MO 161/2 K 29" n pr;4 Cadet Gray Clad ExteriorP. UJ �i Black Interior Weather Strip Package F518"X 29'.114* FS 311/4"X 561/2" P g Painted Interior Finish•White•Pine Interiory;, 1,1 RO 32 I/4'X 57" Black Exterior Weather Strip Package , Egress 19"X Infor29 mation Oil Rubbed Bronze Sash Lock Feature Mismatch:Interior Finish Selections, i U'r^: 3ri'rai.,2 i i Egress Information Ultimate Awning-Roto Operating Egress Information 1 helth:2721/32" Height:233/16" Dil Rubbed Bronze Top Sash Strike Plate Assembly Color ]'�f�T(t( j ���r�,\\�\ ��{ Performance efoNo r ante Information (^ •,�n�S1�M J 1�1 !/ L-._Sd Rough Opening 32 7/4,:X 291/4" iia?17J;;d'`�n^., .,�. Net Clear Opening:4.45 SgFt No Screen Frame Size 31 1)4"X 28 3J4" u°F c p an0.3 Information f•t'r%£-,&5;iCe;('" ('YV Performance Information 49/16"Jambs Cadet Gray Clad Sash Exterior .:' U-Factor:0.3 Nailing Fin ...•---- -----. ---- -"--• Solar Heat Gala Transmittant:nce; 0.43 , Solar Heat Gain Coefficient:0.44 """Note: Unit Availability and Price is Subject to Change - Painted Interior Finish-Designer Black Sash Interior I� IG•3/4" Visible tight Transmittance:0,49 Q Visible light Transmittance:OS CPD Numbber.Low El w/Argon Condensation Resistance:57 W W Condensation Resistance:55 Black Perimeter and Spacer Bar MAR-N-343-21708-00001 z TARbN CPO Number:MAR"N"42517186"00001 // t(f 7/g"SOL-With Spacer Bar-Black ENERGmanceGr ENERGY STAR:N ❑❑ Rectangularad Ex-Special Cut to 3H Performance Grade Performance Grade Cadet Gray Clad Ext-Painted Interior Finish-Designer Black- Licensee#92l > Licensee#1127 Pine In LC-PG5WDM6XII97 m(40.47.1311 AAMA/WOMA/CSA/101/L5.2/A440.08 Ogee Interior Glazing Profile LC-PG5010 450/-57 mm(40Y.47.13 1,,J � v) LC-PG501149X2223 mm(45.3x87.5 M) -- -- Standard Bottom Rail LC-9350 DP e50/-50 W - -"-- FL30323 /> LC-9350 OR-50/-5D As Viewed From Tifa Exterior Black Weather Strip O 31314"X 2q" Oil Rubbed Bronze. le FL17635 80321/4 X 28 X 91/4" Stainles4" Oil s Steel Harded Bronze ware Fulti-olding Point Line#9 Mark Unit:ADDITION G.6 - Net Price:' I CO CO tf Line#i6 `Mark Unit:MASTER BATH G.3 Net PrtCe: II1,2-92.7r�y1I Egress Information lnterlor Wood Screen - - j, 615.60`I (I �� ��pl ,I NO Egresstnformat!nnavailable. Charcoal Hi-Transparency fbrgisMesh QtV 1 Ext.NetPrjce:� USD UJ t 1 rY„•1 'I Ext.Net Price: I�U��SD�I 1,292.70 Performance Information Painted Interior Finish-White-vine LJJ U-Factor.0.3 Ogee Interior Screen Prof le n i Mixed Species/Finish V c T Mined Species(r,nish Solar Neat Galin Coefficient:0.43 49/16"lambs MARVIN i Cadet Gray Clad Exterior M �•L MARVIN Cadet Gray Clad Exterior V Bible Light Transmittance:OA9 Na,hng Fin Painted Interior Finish-White-Pine Interior n co J (n Painted interior Finish-White-Pine Interior Condensation Resistance:57 -Note: Unit Availabd.ty and Price is Subject to Change Feature Mismatch:Interior Finish Selections, v /1 v� Feature MIS-etch:interior finish Selections, CPD Number.MAR-N343-21708-000171 LN Fra • """---`--`---- Ultimate Awning-Roro Operating ENERGY STAR: Uld Rough Opening 3isifte wt ng- t Xi291ry Ro i 1 l /4" Performance Grade me Size 12"X 28 3/4"fN 303z Licensee#921 Cadet Gray Clad Sash Exterior Rough Opening 31"%315/8"framr.Size 30"X 311/8" HAMA501016 X197 rom(40X47.13 in) Painted tnterior Finish"Uesigncr Black-Pine Sash InteriorCadet Gray dad Sash Exterior LC-PG501016X7197 mm(40X47.13 in)Painted Interior Finish-Designer Black•Pine Sash Interior 1e-0350 DP+50/-50 IG 3/4Low El OMS Ver.0003.08.01(Current) KAELIN IG Ft703z3 Black Perimeter and Spacer Bar Product availability and pricing subject to rhange. KAELIN Lo•El 7/8"SDL-With Spacer Bar-BlackLow F1 w/Brion Quote Number:PSTHAWF Black Perime'er and Spacer Bar Rectangular-Special Cut ted In Cadet Gray Clad Ext-Painted Interior Rnish-Designer Black7/8"SDL-W III Spacer Bar•Black Line#8 ;Mark Unit:ADDITION G.S Net Pnce: 70L48 Pine intRectangular-Special Cut 2WSN f lCadet Gray dad Ext-Painted Interior Finish-DesignerBlack- : E .NPiUSD 70148 01eLINE ITEM Q OTES __--____.__-._.___......._.______._...__...__.__..-_._..._-_..__.__..........._.......u........__..........._. Ogee Interior Glazing Pr U Stand' tandad Bottom Rai Pine Int Blade Weather Strip Ogee Interior Glazing Profile '3; Mixed Species/Finish AS Vie'rved From The Exterior Solid Wood Covers Standard Bottom Rail MARVIN Cadet Gray Gad Exterior 49/16"Jambs The following is a schedule of the windows and doors for this project.For additional unit details,please see Line Item Black Weather Strip Painted Interior Finish-WhAe-Pine Interior MO 121/2"X 29" _ As Viewed From The EXt8ri0r p Nailing Fin Oil Rubbed Bronze FoldingHandle Feature Mismatch:Interior Finish 5¢lediom;. FG 12"X 283/4" Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. """Note: Unit availability and Price is Subject to Change MO 301/2"X 313/8" Oil Rubbed Bronze Multi-Point lock Ultimate Awning-Stationary RO 13"X 291/4" FS 30"X 311/8" Stainless Steel Hardware Rough Opening 19"X 291/4" Egress Information -_-...__ ,--:: W";" ._..___...... __..____ RO 31"X 315/8" Retractable Srreea Egress Information Standard CN Width 18 No Egress Information available. Egress Egress information available. Stiffened Charcoal Hi-Transparency Fbrgls Mesh Frame Size 18"X 28 3/4" !WLine#1 Mark Unit: ____--_--- Net Pnce: Performance Information gt �i ( Ext.Net Price: USD I�3-108.0 Performance Information Painted Interior(Finish.White_Pine Cadet Gray dad Sash Exterior Product Performance Information is currently Page 6 of 15 Accepted: Processed on:4/30/20214:51:16 PM Page 7 of 15 Accepted: Processed on:4/30/20214:51:16 PM Page 8 of 15 Mixed Species/Finish Accepted: Processed on:4/30/2023 4:51:16 PM 6 - Cadet Gray Clad Exterior ---__ Painted Interior Finish-White•Pine interim OMS Ver.0003.08.00(Current) OMS Ver.0003.08.00(Current) OMS Ver.0003.08.00(Current) Feature Mismatch:Interim Finish Sefertipns, L/ifuch Double Hung" ISSUED FOR: l ftouRh Openlnq 78 1/4"K 55" Top Sash Cadet Gray Clad Sash Exterior Painted Interior finish-Designer Black-Pine Sash Interior OMS Ver.0003.08.00(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN OMS Ver,0003.08.00(Current) KAELIN IG PERMIT Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN Product availability and pricing subject t0 change. KAELIN Low a imeter n Quote Number:4BHVZ26 Quote Number:4BHVZ26 Black Perimeter and Spacer Bar Quote Number:4BHVZ26 7/8"SDL-With Spacer Bar-Black Rectangular-Special Cut 2 W 1H I Cadet Gray Clad EM-Painted Interior Finish-Designer Black- unavailable in the OMS for this product and Tempered Low E3 unavailable in the OMS for this product and Pine Int " Black Perimeter and Spacer Bar glazing option.To request product performance Ogee Interior Glazing Profile glazing option.To request product performance information not in the OMS,contact your Marvin Bottom Gash Information not in the OMS,contact our Marvin �^ Rectangular SDI.-With Spacer Bar-Black _"__"__ Y I Rectangular-Special Cut 2W3H representative or submit an Assistance Request, Cadet Gray Clad Sash Exterior representative or submit an Assistance Request. ' i� Cadet Gray Clad Fxt,Painted Interior finish Designer Black- Performance Grade As Viewed From The Exterior Painted Interim Finish•Designer Black-Fina Sash interior Performance Grade Pine Int Licensee#92 MO 273/4"X543/4" IG-Mite REVISION DATE: ALTERATIONS TO DRAWING: Ucensee#921 low FI wJArgon Ogee Interior Glazing Profile AAMA/WDMA/CSA/1O1A.5.2/A440d1 FS 27 1/4"X 541/2' Black Per Bar AAMA/WDMA/CSA/101/I.S.2/A440-11 I j LC-PG501016XII97 mm 40X47.13 in Fro 281/4"x 55' LC-PG501036X3197 mm(4OX47.13 in) I Standard Bottom Rall ( ) Ogee Interior Glazing ProRle 5/3/2021 FOR PERMIT LC_PGS DP+50/-50 Black Weather Strip LC-PG50 DP+50/-50 Egress Information FL10323 W:dth:2321/32" Hei It 2018 Black Exterior Weather Stii Package Solid wood Covers g'' /" Black Exterior Weather Strip Package FLID323 Net clear Opening:3.31 SgFt 49/16"lambs o,f Rubbed Bronze Sash lock 1 7/17/2021 REVISIONS PER ZBA NailingFin Performance Information O:1 Rubbed Bronze Top Sash Strike Plate Assembly Color """Note: Units with Capillary tubes will not have Argon gas. U-Factor:0.3 - ---:- -�---- Project Retractable Screen :- ,•" ro'ect Subtotal Net Price:USD 17,560.56 Solar Heat Gain Coefficient:0 a4 LIOe#30 Mark Unit;ADDITION G.7 l Net Pnce:I��� 1,263.1 Note: UNt with and Price is Sub,eet to Change o Stiffen�d[harcoal Hl-Transparency Fbrgls Mesh J� ice: Jlt - 1 � O.000h$alesTax:USD 0.00 Visible Ext.NetPnCe: USD 263.1 PaintedlnteriorFinlsh•white-Pine Qty:-1_............._",""_""""" _ _.._._ I -- -- - _.._.. CondensationRevstance:55 ------ - Project Total Net Price:USD 17,560.56 CPO Number:MAR Black Screen Latch Mixed Species/Firibb As Viewed From The EXtenor ENE RGY STAR:N Black Filll e Bar Seal MARVIN Cadet Gray Clad Exterior MO 191/16"X 29" Performance Grade Bac File Weat her trip Painted Interior Finhh-White•Pine Interior FS 18 9/16"X 28 3/4" Feature Mismatch!Interim Finish Selections, RO 199/16"X 291/4" licensee DMA/#1127 ##DES( NER BLACK N RETRACTABLE ---- ----- --- AAMA/WDMA/CSA/101(1.5.2/A440-08 49/16"Jambs LC-PG501149X2223 mm(45.3X87.5 in) Nailing Fin UI[imate Awning•Roto Operating Egress Information #Non system generated Pricing Rough Opening 33 3/16"X 291/4" No Egress Information available, • Note. Umt Availability and Price u Subject to Ch g EFrame Size 32 3/26"X 28 3/4" Performance Information LC-7653 DP+SD/-50 HA I i Cadet Gray Clad Sash Exterior F117635 "• � 'li a � Change (-..--'-"-"Y IL Patnted Interior Finish-Designer Blaok•Pine Sash Interior U•Factor:0.32P E• 1IG-314" Solar Neat Gain Coefficient:0.18 I1 /"/1IIyLow E3 w/Argon Conde/roan n Resisatance:0.4 N TRUCTION L-1-� _ Blark Perimeter and Spacer Bar - Condensation Resistance 54 Project Subtotal Net Price:USD 3,20$.00 CPD Number:MAR-N-343-21705-00001 0.000°�Sales Tax:USD 0.00 7/8"SDL-With Spacer Bar•Black ENERGY STAR:5 Rectangular-Special Cut 4W3H Performance Grade _ Cadet Gray Clad Ext-Painted Interior Finish Black- Project Ota et rice: 3,108.00 -- licensee#921 D RAW I N G S ....._.._...... (. _..___ Pine Int AAMA/WDMA/CSA/101/LS1/A44011 Ogee Interior Glazing Profile LC-PG501016XII97 erm(40X47.13 m) AS Viewed From The Extanor Standard Bomom Rail LC"PG50 DP+50/-50 Black Weather MO 3211/26"X29" Oil Rubbed Bronze StripFL10323 Handle FL10323 DRAWING NAME: FS 32 3/16"X 29 3/4" Oil Rubbed Bronze Multi-Point Lock RO 33 3116'X 291/4" Stainless Steel Hardware ---- ----- - "'='--- �'--'-- '-' ""- -'"-- Egresslrtformatlon nteriorWood Screen Llne#12 Mark fit:ADDITION G.9 Net Pnce' 615.60: No Egress Information available. Charcoal Hi-Transparency Fbrgls Mesh Qty 1 Ext.Net Price: USD 615.60 I Performance Information Painted Interior Finish-White-Pine "" SCHEDULES U-Factor:0.3 Ogee Interior Screen Profile Solar Heat Gain Coefficient:0.43 49116"lambs Mixed Species/Ffnfsh Accepted: Processed on;6/9/20219:50:25 AM Page 3 of 7 Visible Light Transmittance:0.49 Nailfng Fin MARVIN:�;, Cadet Gray Clad Exterior Condensation Resistance:57 -Note: Unit Availability and Price Is Subject to Change painted Interior Finish'White•Pine Interim CPD Number:MAR-N-34341708.00001 feature Mismatch:Interfar f inl I'Sekeaivnt. ENERGY STAR:N I--! Ultimate Awning-Stationary OMS Ver.0003.08.01(Current) PerformanceGrade i Rough Opentngli X291/4" licensee#921 I Frame Size 32"X 28 3/4" AAMA/W DMA/CSA81D1/LS 21A440.11 ! Cadet Gray Clad Sash Exterior 1 LC-PG50!016X1197 mm(40X47.13 in) Painted Interior Finish-Designer Black_Pine Sash Interior 1 LC-PGSD OF-50/-50 IG•3/4" JOB#: 2115 328 AVENUE B FL10323 l Low El Black Perimeter and Spacer Bar j 7/8"SDL-With Spacer Bar-Black FILE NAME: Line#11 Mark Unit:ADDITION G.8 Net Price: 763.04 r - Rectangular-Special Cut llN3H Qty:1_"-"__""_"_ _..._. Ext.Net Price: _ USD__ __763.04 r Clad Painted Designer Bfack DRAWN BY: D, COSTA DATE: 5.3.21 i i Cadet Gra C - - ....-�•r��s,�+--._..--:..-:,:- ......_._ -,•mss=_._._:.: - - ..... _..... Pinelnt Ogee Interior Glazing Profile Mixed Species/Finish Standard Bottom Rail MARVIN Cadet Gray CI clExterwr BladWeather5trip ECK BY: SCALE: AS NOTED - e Solid Wood Covers Painted lnterlor Finl<h-White-Pine Interior As'v,ew'ed From The Exterior Feature Mismatch:interior Finish Wections. MO 121/2"X 29" 4 9/16"lambs • Ultimate Awning-Stationary FS 12"X 28 3/4" N�„flog Fin Rough Opening 19 9/16"X 291/4" RO 13"X 29 I/4" Note: Unit Availability and Price is Subject to Change ST C SHEET: Frame Size 18 9/16"X 28 3/4" Egress Information Cadet Gray Clad Sash Exterior Painted lnterllor Flnish-Designer Black-Floe Sash Interior Na Egress Information available. THIS DOCUMENT,INCLUSIVE OF THE IDEAS �C.� OP 1 /V0 IG•3J4" Performance Information AND DESIGNS INCORPORATED HEREIN,IS ` ff` Product Performance Information.is currently FURNISHED AS AN INSTRUMENT OF Accepted: Processed on:4/30/20214:51:16 PM Page 9 of 15 Accepted: Processed on:4/30/20214:51:16 PM Page.30 of 15 Accepted: Processed on:4/30/20214:51:16 PM Page 11 of 15 A1 .4 CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE OMS Ver.0003.08.00(Current) OMS Ver.0003.08.00(Current) DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC '' (; OMS Ver.0003.08.00(Current) AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN Nit TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS "S'j 0399 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT[' F 0 N S��� OCCL' Y'1,1GY OR USE IS UNLAWFUL 'T KOUT CERTIFICATE r OF OCCUPANCY APPROVED AS NOTED F: %maw/ DATE:r B.P.#1/0 �3 FEE: BY: BY: NOTIFY BUILDING DEPARTMENT AT - 765-1802 8 AM TO 4 PM FOR THE GN PLU5 LLC 3 G L) E I P1�C�� � FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED ppl-nation FOR POURED CONCRETE loon " �ti1'OC� � 2. ROUGH - FRAMING & PLUMBING a rch e c, r rNYS �Qd@ 3. INSULATION .. Ce, 5 de5l 1 1 s� 4. FINAL - CONSTRUCTION MUST CA BE COMPLETE FOR C.O. It tU 5 e, U AV I R' . ALL CONSTRUCTION SHALL MEET THE NEW REMENTS YORKI STATE. NOT RESPONS BLLEOF THE CODESF FOR 4 5tonewood DCId LY� e CT 0 6 37 I DESIGN OR CONSTRUCTION ERRORS. TnUv^1''I.ACAEtDINI`3 RrQUIRED www . 360de51n IU5 - Com dnoe 360de5 � n IU5 . Com t 6 17) 549 - 5457G� G� COMPLY .J � .J � �,��, ,� WITH ALL C '', PLUMBS CERTIFICATION Nt_W YORK STATE & TOWN CODES ON LEAD CONTENT BEFORE AS REQUIRED AND CONDITIONS OF 'F-RT1F1CATE OF OCCUPANCY SOLDER USED IN WATER SOUTHOLD TOWN ZBA SUPPL Y SYSTEP,1 CANNOT SOUTHOLD TOWN PLANNING BOARD EXCEED 2/10 OF 1°p L EAD. SOUTHOLD TOWN TRUSTEES Z:N-Y-S. DEC FROP05ED ADDITION AND RENOVATION5 ATO AVENUE B PAY 9 5 /3 /2021 "E FOiv RMIT 5� RED ARcy A N - - 4- Y 040399 �Q4 A 1W I ID /% I% / I I F1S1ir_..1rC%-S ISL D NEW Y 3 2 8 I-V ""V E U F--, Ij J • LOCATION MAP1` • A lax C HLlff �C0 r I" `T • <<:. DESIGN CRITERIA MATT KAELI N DAN COSTA GROUND WIND DESIGNSUBJECT TO DAMAGE WINTER P.O. BOX 441 SNOW SEISMIC Weathering DESIGN r SPEED TOPOGRAPHIC WIND EXPOSURE DESIGN eaern 328 Avenue B MYSTIC CT 06355 LOAD (mph) effects CATEGORY 9 Frost line Termite � CATEGORY depth TEMP V-ULT. Fishers Island, NY 20 psf 130 NSA D B SEVERE 36" MIN. MODERATE/ 7° F TEL. 617-448-9954 HEAVY 06390 ICE BARRIER FLOOD AIR MEAN CLIMATE WIND BORNE rh¢} UNDERLAYMENT HAZARD FREEZING ANNUAL ZONE DEBRIS ZONE INDEX TEMP a , E";s4,0 `fdslandtiNY �`Ob3Q�I REQUIRED TELEPHONENOTE. YES N/A 50° F 5A No ;- 1,500 OR LESS 973-592-4577 The drawings demonstrated in this set s of construction documents have been CODES THIS PROJECT WAS DESIGNED TO: W!"gt;Markel designed by Dan Costa and reviewed by 360 Design Plus, LLC. To the best 2020 INTERNATIONAL RESIDENTIAL CODE W/ NEW YORK STATE AMENDMENT r,.Av, K A:V, of our knowledge the drawings meet the existing building code, if any discrepancies are found before or during construction please contact the architect immediately. ' ¢ ABBREVIATIONS FOUNDATION NOTES CODES I . STRUCTURAL FILL SHALL BE PLACED IN 8" LIFTS COMPACTED TO 95% O= MODIFIED I . GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY INCONSISTENCIES IN THE NEW YORK STATE BUILDING CODE A.F.F. Above Finish Floor HGT. Height OPTIMUM DENSITY. DRAWINGS, EXISTING CONDITIONS OR THE PROPOSED CONSTRUCTION IMMEDIATELY. A.C.T. Acoustical Tile H.M. Hollow Metal INTERNATIONAL RESIDENTIAL CODE W/AMENDMENTS 2020 2. NO BACKFILLING OF FOUNDATION WALLS SHALL BE UNDERTAKEN UNTIL SUITABLE WALL 2. GENERAL CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE A/C Air Conditioning HORIZ. Horizontal BRACING (TEMPORARY OR PERMANENT) HAS BEEN INSTALLED. JOB AND SHALL BE HELD RESPONSIBLE FOR THE SAME. A.H.U. Air Handling Unit H.B. Hose Bibb 3. DO NOT POUR FOOTINGS ON FROZEN SOIL. REMOVE ALL FROST PRIORTO POURING 3. ALL NOTES AND DIMENSIONS DESIGNATED AS "TYP." OR"TYPICAL" APPLY TO ALL SIMILAR ALT. Alternate IN. Inch CONCRETE. CONDITIONS THROUGHOUT THE PROJECT. 360 DESIGN PLUS, LLC ALUM. Aluminum INCL. Included 4ALL SOIL SURROUNDING AND UNDER FOOTINGS SHALL BE PROTECTED FROM FREEZING 4. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. DIMENSION LINES David A. Noe, AIA .ALF. Aluminum Frame INFO. Information AND FROST ACTION DURING THE COURSE OF CONSTRUCTION. SOIL WHICH HAS BEEN AND NOTES SUPERSEDE ALL SCALED REFERENCES. ANCH. Anchor, Anchorage 1.D. Inside Diameter ALLOWED TO FREEZE SHALL BE REMOVED. 4 Stonewood Dr. Old Lyme, CT. AB. Anchor Bolt IN5UL. Insulation 5. ALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF STUD AND CENTERLINE OF 360DESIGNPLUS.COM 5. FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC, UNDISTURBED SOIL, STRUCTURAL STEEL COLUMNS UNLESS OTHERWISE NOTED. TEL. 617.549.5457 L Angle INT. Interior WHICH MAY BE ORIGINAL 501L OR CONTROLLED, COMPACTED STRUCTURAL FILL. THE ANDD. Anodized K.P. Kick Plate FOLLOWING BEARING VALUES ARE ASSUMED: 4000P5F. G. ROOFING CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ROOF PENETRATIONS, APPR. Approved LAB Laboratory AND TO FLASH ACCORDING TO MANUFACTURER'S SPECIFICATIONS. PROJECT ARCHITECT: G. MATERIAL USED FOR STRUCTURAL FILL SHALL CONFORM TO THE FOLLOWING GRADATION: ARCH. Architect, Architectural LAV. Lavatory SIEVE SIZE: PERCENT PASSING 51EVE SIZE: PERCENT PA551NG: 7. THE REQUIREMENTS FOR SEISMIC LOADS HAVE BEEN INCORPORATED INTO THE DESIGN ASB. Asbestos LTG. Lighting 31'2' 100 #40 5-45 OF THE STRUCTURAL, MECHANICAL, AND SUSPENDED CEILING SYSTEMS AS REQUIRED DAN COSTA 3/4' 50-100 #100 0-15 FOR THE NEW CONSTRUCTION. A.P.B.O. As Provided By Owner MACH. Machine y4' 30-75 #200 0-5 A.5.5.0. As Selected By Owner MAINT. Maintenance 8. SIGNAGE SHALL BE PLACED ON THE WALL ADJACENT TO THE LEVEL SIDE OF A ROOM P.O. BOX 441 ASPH. Asphalt MFRG. Manufacturer 7. BOTTOMS OF EXTERIOR FOOTINGS SHALL BE AT LEAST 4'-0" BELOW FINISHED GRADE. DOOR AT A HEIGHT OF 5' A.F.F. MYSTIC, CT 06355 ASSY. Assembly M.BD. Marker Board 8. PROVIDE EXTERIOR AND/OR INTERIOR FOOTING DRAINS AS REQUIRED BY SITE 9. PROVIDE AN ALUMINUM DIVIDER STRIP AT ALL DOOR THRESHOLDS WHERE TWO DIFFERENT TEL. 617-448-9954 ASST. Assistant MAS. Masonry CONDITIONS. FINISHES MEET UNLESS OTHERWISE NOTED. AUTO. Automatic M.O. Masonry Opening 9. INSTALL FOUNDATION WATERPROOFING TO BELOW GRADE SURFACES BM Beam MAT. Material DEMOLITION SYMBOLS NOTE: BRG. Bearing MAX. Maximum 10. INSTALL FOUNDATION INSULATION AS REQUIRED BY LOCAL CODES. I . REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TO The drawings demonstrated in this set BEV. Bevel, Beveled MECH. Mechanical ACCOMMODATE THE NEW CONSTRUCTION. EXISTING WALL of construction documents have been BIT. Bituminous MEZZ. Mezzanine METALS 2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION OR C----- WALL TO BE DEMOLISHED designed by Dan Costa and reviewed BLK. Block MIN. Minimum DIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY THE BLKG. Blocking MI5C. Miscellaneous I . STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS DEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THATmm � NEW STUD WALL by 360 Design Plus, LLC. To the best BD. Board N North g the drawings FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AS PRIOR TO COMMENCEMENT OF THE WORK. of our knowledge g s meet ADOPTED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. NEW CMU WALL BOT. Bottom N.I.C. Not In Contract 3. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREAS the existing building code, if any B.O. Bottom Of N.T.5. Not To Scale 2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH FROM AREAS UNAFFECTED BY THE CONSTRUCTION. discrepancies are found before or NEW FOUNDATION WALL ASTM SPECIFICATIONS A-3G. STEEL FOR PIPE COLUMNS SHALL BE IN ACCORDANCE WITH B.E.J. Brick Expansion Joint OFF. Office ASTM SPECIFICATIONS A-501 . 4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEAR during construction please contact the BLDG. Building O.C. On Center WORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THE architect immediately. B.U.R. Built Up Roofing O.H. Overhead 3. ALL STEEL-TO-STEEL CONNECTIONS SHALL BE FABRICATED IN ACCORDANCE WITH COMPLETION OF THE PROJECT WORK. OFFICE INDUSTRY STANDARD PRACTICES FOR BOLTED OR WELDED CONNECTIONS. 2 I ROOM NAME/ CAB. Cabinet O.D. Outside Diameter 5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THE ROOM NUMBER C.U.H. Cabinet Unit Heater PTD. Painted 4. ALL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF RED-OXIDE PRIMER. GALVANIZED WORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE ARCHITECT CAP. Capacity PR. Pair r n MEMBERS SHALL BE UTILIZED WHERE SHOWN ON THE DRAWINGS. OF ANY PROBLEMS OR CONCERNS IMMEDIATELY. ,d^ Z 2 CASE Casement P.T.D. Paper Towel DispenserWOOD G. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTION A3.2 SECTION MARKER AS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THE O CLG. Ceiling PASS. Passage OWNER DIRECTLY ANY TIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BE CLGHT. Ceiling Height PERP. Perpendicular NON-FUNCTIONING OR DISCONNECTED. -' CEM. Cement PLAS. Plaster I . ALL STRUCTURAL WOOD SHALL BE IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" AND THE "MANUAL OF HCUSE FRAMING" AS 7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEW M CTR. Center PLAM. Plastic Laminate PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NEPA), INCLUDING CONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TO A2. I ELEVATION MARKER > CL. Centerline PL. Plate PROVISIONS FOR NAILING, FIRE STOPPING, ANCHORAGE, FRAMING AND BRACING. PROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTION C.T. Ceramic Tile PLUMB. Plumbing PROCESS. W 2. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRUCTURAL LUMBER SHALL BE AS0 C.BD. Chalk Board PLYWD. Plywood FOLLOWS: SITE CLO. Closet PVC. PolyvinylchlorideO a. INTERIOR EXPOSURE: ALL STRUCTURAL WOOD PROTECTED FROM MOISTURE AND 203 DOOR IDENTIFICATION z WEATHER SHALL BE HEM FIR#2 OR BETTER, UNLESS OTHERWISE NOTED ON THE Z m ❑ COL. Column P.E.J. Precast Expansion Joint DRAWINGS. I . PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS CONC. Concrete PREFAB. Prefabricated b. EXTERIOR EXPOSURE: ALL STRUCTURAL WOOD EXPOSED TO MOISTURE, THE COMPACTION, GEOLOGICAL REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED O WINDOW IDENTIFICATION W Z CONE. Conference QTY. Quantity WEATHER, WITHIN 8 INCHES OF SOIL, OR LESS THAN 18 INCHES FROM THE FLOOR BY OWNER AND BUILDING DEPARTMENT. IN THE ABSENCE OF THE NECESSARY Cc OF A CRAWLSPACE SHALL Bz E PRESSURE-TREATED SOUTHERN YELLOW PINE #2 OR SUBSURFACE SURVEY, THE CONTRACTOR SHALL HIRE A LICENSED 5011-5 ENGINEER TO 3 > W CJ Control Joint Q.T. Quarry Tile BETTER, WITH MINIMUM RETENTION MEETING OR EXCEEDING THE REQUIREMENTS OF INVESTIGATE THE SITE, AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT. IFA O WALL IDENTIFICATION Q Q > C� CONT. Continuous RAD. Radius THE BUILDING CODE. DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS, CONTRACTOR CONTR. Contractor RWC Rain Water Conductor c. PLYWOOD: PLYWOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD SHALL NOT PLACE FOUNDATIONS WITHIN WRITTEN INSTRUCTIONS FROM MM Q Cn ASSOCIATION (APA) SPECIFICATIONS (Y5 10). PLYWOOD FLOOR DECKING SHALL BE ARCHITECT/ENGINEER.. EDO COLUMN IDENTIFICATION W CO rr CORR. Corridor RECV. Receiving CONTINUOUS OVER TWO OR MORE SPANS WITH GRAIN OF FACE PLIES ACROSS N W CRS. Course, Courses REFR. Refrigerator SUPPORTS. 2. PRESUMPTIVE SOIL BEARING CAPACITY IS 4,000P5F ON UNDISTURBED SOIL. ALL CV cir) _ I. PLWOOD ROOF SHEATHING: C-D/EXT-APA, 3/4' THICK CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOM ELEVATION MARKER U) `. J C/)DEG. Degree REINF. Reinforce 11. PLWOOD WALL SHEATHING: C-D/EXT-APA,%2' THICK OF FOOTINGS SHALL BE 4'-0" MIN. BELOW FINISH GRADE. DEMO. Demolition REM Remove III. PLWOOD SUBFLOOR: C-D/EXT-APA, 3/4'THICK DEPT. Department REQ'D Required 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN O 3. PLATES AND SILLS SHALL BE BOLTED TO FOUNDATION WALLS USING 1/2 INCH BY 12 %2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF A FOOTING. DET. Detail REV. Revised, Revision INCHES HOOKED ANCHOR BOLTS SPACED AT 48 INCHES ON CENTER MAXIMUM, UNLESS 0. DIA. Diameter R. Riser OTHERWISE SHOWN ON THE DRAWINGS. PLATES AND SILLS SHALL BE SET LEVEL. PLATES 4. ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL BE CLEAR AND SILLS SHALL BE PRESSURE TREATED. GRANULAR FILL, COMPACTED TO 95% MAXIMUM DRY DENSITY DETERMINED IN �. DIM. Dimension R.D. Roof Drain ACCORDANCE WITH ASTM D-1557. DIST. Distance RM. Room 4. NAILING SCHEDULE SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE'S Q "RECOMMENDED FASTENING SCHEDULE". NAIL PLYWOOD SHEATHING AND SUBFLOORING 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY, ROCK OR GRAVEL DR. Door S.N.D. Sanitary Napkin Dispenser G"O.0 AT EDGES AND 1 2"O.C. ALONG INTERMEDIATE SUPPORTS, LEAVING SPACES LARGER THAN 2" IN ANY DIRECTION, DEBRIS, VEGETABLE MATTER, WASTE AND FROZEN DBL. Double S.N.R. Sanitary Napkin Receptacle BETWEEN PANELS AS RECOMMENDED BY THE APA. UTILIZE RING-SHANKOR SCREW TYPE MATERIALS. COMPACT TO 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557. D.H. Double Hung SCHED. Schedule NAILS FOR PLYWOOD 5UBFLOORING AND APPLY APPROPRIATE CONSTRUCTION ADHESIVE TO ADEQUATELY SECURE PLYWOOD TO FLOOR JOISTS. G. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE DN Down 5C. Scupper CAPABLE OF SUPPORTING 2,000P5F. D.S. Downspout SECT. Section 5. JOIST HANGERS, COLUMN CAPS OR BASES, AND OTHER METAL FABRICATIONS, WHERE ISSUED FOR: DWG. Drawing S.J. Seismic Joint REQUIRED OR INDICATED, SHALL BE OF APPROPRIATE SIZE AND TYPE FOR MEMBERS AND CONCRETE SUPPORT CONDITIONS, AS MANUFACTURED BY 51MP50N STRONG-TIE OR EQUAL. WHERE D.F. Drinking Fountain SHT. Sheet FLANGE-SUPPORT JOIST HANGERS ARE USED IN CONJUNCTION WITH 5T=-EL BEAMS, CARE PERMIT EA. Each SIM. Similar SHALL BE TAKEN TO INSTALL THE HANGERS CLEAR OF CONTACT WITH THE STEEL BEAM BY INSTALLING 2X TOP PLATE IN ACCORDANCE WITH ABOVE CONDITIONS: IN NO CASE SHALL I . ALL CONCRETE WORK SHALL BE IN COMPLIANCE WITH THE "BUILDING CODE ELEC. Electric, Electrical S.D. Soap Dispenser 2X TOP PLATE BE NARROWER THAN THE WIDTH OF THE FLANGE TO WHICH IT IS ATTACHED REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 3 18) AND "SPECIFICATIONS FOR EWC. Electric Water Cooler 5.T.D. Sound Transmission Class NOR MORE THAN 1/2" LARGER. CONTRACTOR SHOULD BE AWARE THAT JOIST HANGERS STRUCTURAL CONCRETE FOR BUILDING" (ACI 301). EL. Elevation S.T.C. Sound Transmission Coefficient AND OTHER METAL FABRICATIONS MAY REQUIRE SPECIAL ORDERING WELL PRIOR TO THE ACTUAL TIME AT WHICH THE HANGERS WILL BE NEEDED. THOUGH INDICATED IN CATALOGS 2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT THE AGE REVISION DATE: ALTERATIONS TO DRAWING: ELEV. Elevator SPEC. Specifications AS "STOCK", SOME "STOCK" HANGERS ARE ACTUALLY SPECIAL ORDER ITEMS. OF 28 DAYS: 3000P51, EXCEPT 4000P51 FOR EXTERIOR WORK. EMERG. Emergency 5Q. Square 5/3/2021 FOR PERMIT G. NOTCHING SHALL NOT EXCEED I/GTH OF THE DEPTH OF JOIST OR RAFTER AND SHALL 3. CONCRETE SHALL HAVE A SLUMP NOT EXCEEDING 5", EXCEPT FOR 4" SLABS. EQ. Equal S.F. Square Feet OCCUR ONLY IN THE OUTER QUARTER OF THE SPAN. NOTCHES SHALL NOT BE PERMITTED EQUIP. Equipment S.S. Stainless Steel IN THE MIDDLE HALF OF THE SPAN NOR SHALL THEY EXCEED I/GTH THE DEPTH. NOTCH 4. CONCRETE STRUCTURES AND SLABS EXPOSED TO FREEZING AND THAWING, DEICER LENGTH SHALL NOT EXCEED I/3RD OF THE JOIST DEPTH. CHEMICALS, OR SUBJECT TO HYDRAULIC PRESSURE SHALL BE AIR-ENTRAINED TO HAVE A EXIST. Existing STD. Standard TOTAL AIR CONTENT AT THE POINT OF PLACEMENT WITHIN A TOLERANCE OF PLUS OR E.T.R. Existing To Remain STL. Steel 7. HOLES IN JOISTS OR RAFTERS SHALL OCCUR IN THE MIDDLE I/3RD OF FHE SPAN AND MINUS I% AS FOLLOWS: EXP. Expansion STOR. Storage I/3RD OF DEPTH. THE HOLE DIAMETER SHALL NOT EXCEED I/3RD OF TI-If JOIST DEPTH. G% FOR MAXIMUM 3/4' AGGREGATE HOLES IN ENGINEERED LUMBER PRODUCTS SHALL BE IN ACCORDANCE WITH 5% FOR MAXIMUM I" AGGREGATE EXT. Exterior STRUCT. Structure, Structural MANUFACTURER'S GUIDELINES. 4% FOR MAXIMUM 1/" AGGREGATE PHASE: E.I.F.5. Exterior Insulation Finish System 5.5TL. Structural Steel ALL OTHER CONCRETE SHALL BE AIR-ENTRAINED TO A TOTAL AIR CONTENT OF 2% TO 4% CONSTRUCTION FT. Feet, Foot 5U5P. Suspend, Suspention 8. PROVIDE SOLID BLOCKING AS REQUIRED TO SUPPORT FIXTURES, RAILINGS, SHELVES, CLEATS, TRIM, ETC., AND AS REQUIRED TO SUPPORT EDGES OF PLYWOOD AND 5. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE CURING OF CONCRETE AS DRAWINGS F.R.G.P. Fiber Reinforced Gypsum Panel S.A.T.C. 51.15p. Acoustic Tile Ceiling WALLBOARD, IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIDN5 AND/OR DIRECTED BY ACI 301 . USE OF CALCIUM CHLORIDE SHALL NOT BE PERMITTED. FIN. Finish, Finished T.BD. Tack Board GOOD CONSTRUCTION PRACTICE. G. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL BARS AND CONFORM TO ASTM F.E. Fire Extinguisher THRU Through 9. ENGINEERED LUMBER INDICATED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE A-G 15-GRADE GO. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A-185. DRAWING NAME: F.R. Fire Retardant T.P.D. Toilet Paper Dispenser WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS LABELED TJI ARE COMPOSITE FPRFG. Fireproofing T.M.E. To Match Existing I-JOISTS AS MANUFACTURED BY TRUS-JOIST. MEMBERS LABELED LVL AZE LAMINATED 7. REINFORCING BARS MARKED "CONT." SHALL BE LAPPED 32 BAR DIAMETERS AT SPLICES GENERAL VENEER LUMBER(13E MICROLLAM BY TRU5-J015T). THE SUBSTITUTION OF OTHER AND CORNERS, HOOKED AT DISCONTINUOUS ENDS. WELDED WIRE FABRIC SHALL BE FR. Fixture TSG Toand Groove PRODUCTS ARE ONLY PERMITTED WITH BACKUP ENGINEERING PLANS AND CALCULATIONS. LAPPED G" AT END SPLICES. NOTES FLR. Floor T.O. Topp OOf f 10. EXISTING CONDITIONS: DETAILS OF CONNECTIONS OF NEW TO EXISTING ARE FOR 8. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: F.D. Floor Drain TYP. Typical GENERAL INTENT ONLY. CONTRACTOR SHALL EXPOSE EXISTING CONDITIDN5 TO VIEW FOR A. CONCRETE PLACED ON EARTH 3" FLR.FIN. Floor Finish U.L. Underwriter's Laboratory ARCHITECT'S REVIEW PRIOR TO ORDERING ANY MATERIALS FOR WORK WITH THE NEW B. FORMED CONCRETE EXP. TO GROUND OR WEATHER: #5 BARS * SMALLER Iy2' #G JOB #: 2115 328 AVENUE B FTG. Footin U.H. Unit Heater CONNECTIONS. DETAILS SHOWN ARE BASED ON ASSUMPTIONS AND WILL BE 5UBJECT TO BARS * LARGER 2" g CHANGE FOR THE CONDITIONS AS THEY ACTUALLY EXIST IN THE FIELD. ARCHITECT SHALL C. FORMED CONCRETE NOT EXPOSED TO WEATHER: 3/4' FILE NAME: FDN Foundation U.V. Unit Ventillator NOT BE RESPONSIBLE FOR MATERIALS ORDERED PRIOR TO ARCHITECT'S REVIEW OF THE FURN. Furnish, Furnishings, Furniture U.O.N. Unless Otherwise Noted EXISTING CONDITIONS AFTER EXPOSURE BY THE CONTRACTOR. 9. CONTRACTOR SHALL INSTALL ALL ANCHORS, ANCHOR BOLTS, LEVELING PLATES, AND ALL DRAWN BY: D. COSTA DATE: 5.3.21 FURR. Furred, Furring VEST. Vestibule INSERTS TO BE SET IN CONCRETE AS REQUIRED FOR THE WORK OF ALL TRADES. CFAKED BY: D.A.N. SCALE: NOTED GA. Gauge VCT. Vinyl Composition Tile 10. ALUMINUM OBJECTS SHALL NOT BE EMBEDDED OR IN CONTACT WITH CONCRETE. S A AR SHEET: GALV. Galvanized W.P. Waterproofing THIS DOCUMENT,INCLUSIVE OF THE IDEAS �1 A/V, 1 1 . REINFORCED CONCRETE FLOOR SLABS SHALL BE PLACED ON A MINIMUM OF G" OF AND DESIGNS INCORPORATED HEREIN„IS i P '� �' G1 . 0 ` GYP. BD G.C. General Contractor W/ With 95% OF MODIFIED OPTIMUM DENSITY ON FIRM, INORGANIC, VIRGIN SOIL. NOT LESS THAN CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE a DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC ONE LAYER OF STRUCTURAL FILL SHALL BE USED. H.C. Handicapped WD. Wood AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN N� TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS y�, 040399 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT f MOUNTING ELECTRICAL MOUNTING FINISHES MOISTURE I . ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISE DOTED. SEE GYPSUM BOARD I . THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS. I . PROVIDE AND INSTALL GYPSUM WALL BOARD IN ACCORDANCE WITH AMERICAN STANDARD HERIN: AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD, AS ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. APPROVED BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION; APPLICABLE p . 2. RECEPTACLES: I A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF PARTS THEREOF ARE HEREBY MADE A PART OF THIS SPECIFICATION EXCEPT WHERE MORE 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH "ARCHITECTURAL SHEET METAL 24" m APTACLE AT 2"" ABOVE BACKSPlASH, AT LOCATIONS BELOW CASEWORK, MOUNT AT STRINGENT REQUIREMENTS ARE CALLED FOR IN THE SPECIFICATION, IN LOCAL CODES, OR MANUAL" BY 5MACNA. 0 24" A.F.F. BY THE MANUFACTURER OF THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS SHALL BE 3. WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF FOLLOWED. 3. PROVIDE AND INSTALL FLASHING AT ALL ROOF AND WALL CONDITIONS, PROJECTIONS OF 360 DESIGN PLUS LLC o WIREMOLD AT 2" ABOVE BACK5PLA5H) WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS AND ELSEWHERE AS o 2. PROVIDE AND INSTALL MOISTURE-RESISTANT GYPSUM WALLBOARD WHERE REQUIRED. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. David A. Noe, AIA _ 4. EXTERIOR RECEPTACLES:A 24" A.F.G. (20" A.F.F.) PROVIDE TYPE X GYPSUM BOARD AS CALLED FOR ON THE DRAWINGS. p 0 4. SLOPES OF 4" IN 12" OR GREATER: ASPHALT SHINGLE ROOFS SHALL HAVE AN 4 Stonewood Dr. Old Lyme, CT. m co �? - 5. SWITCHES: 48" A.F.F. 3. PROVIDE 5/8" TYPE X GYPSUM BOARD AT ALL WALLS BETWEEN GARAGE AND HOUSE. UNDERLAYMENT OF NOT LESS THAN ONE PLY OF #1 5 FELT, APPLIED AS REQUIRED 360DESIGNPLUS.COM = O N N N Q "? PROVIDE 5/8" TYPE X GYPSUM BOARD AT GARAGE CEILING WHICH HAS LIVING SPACE SECTION R-802 AND TABLE NUM. R-803.4. TEL. 617.549.5457 Cn N cm N G. BOILER EMERGENCY SWITCHES: GO" A.F.F. ABOVE. 5. THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF URINAL LAVATORY WATER COOLER/ DF P.T.D. 7. DATA/ PHONE OUTLETS: 18" A.F.F. PAINT THE SPACE I . APPLICATION OF PAINT OR OTHER COATING SHALL BE IN STRICT ACCORDANCE WITH 50 PERCENT OFTT ETREQU RED VENTILATING ED EXCEPT THAT THE RAB A 15EA MAY PROVID PROVIDEDE I TO BY VENTILATORS 0, PROVIDED AT LEAST PROJECT ARCHITECT: 8. TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING MANUFACTURER'S INSTRUCTIONS. READY-MIXED PAINT SHALL NOT BE THINNED, EXCEPT LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET 5'-0" AS PERMITTED IN THE APPLICATION INSTRUCTIONS AND WITH PRIOR APPROVAL. ABOVE SAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION 30" SWING-UP 9. WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE PROVIDED BY SAVE OR CORNICE VENTS. THE NET FREE CROSS-VENTILATION AREA MAY DAN COSTA G.B. FLOORING MATERIAL NOT BE LESS THAN I TO 300 OF THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR P.O. BOX 441 10. SECURITY KEYPAD: 48" A.F.F. I . INSTALL CERAMIC TILE OR NATURAL STONE TILE IN COMPLIANCE WITH PERTINENT BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING I PERM IS INSTALLED ON THE R.H. - RECOMMENDATIONS CONTAINED IN THE TILE COUNCIL OF AMERICA"HANDBOOK FOR WARM SIDE OF THE CEILING. MYSTIC CT 06355 3'-4" TOILET 1 1 . MICROPHONE WALL JACK: 18" A.F.F. CERAMIC TILE INSTALLATION" AND MANUFACTURER'S INSTRUCTIONS. TEL. 617-448-9954 PARTITI N (T( G.B. G G. PROVIDE AND INSTALL BUILDING THERMAL INSULATION IN ACCORDANCE WITH THE 18" G.B. O 1 12. FIRE ALARM PULL STATION: 48" A.F.F. 2. PROVIDE MANUFACTURER APPROVED UNDERLAYMENT FOR ALL FLOORING TYPES CALLED FOLLOWING: OUT IN CONTRACT DOCUMENTS. A. EXTERIOR WALLS: R-20 MINIMUM OR 13+5 USING CONT. SHEATHING z (T) Gil G.B. :EG 13. FIRE ALARM VISUAL/ AUDIO INDICATING UNITS: G'-8" TO BOTTOM OF UNIT B. CATHEDRAL CEILINGS: R-49 MINIMUM WALLS C. FLAT CEILINGS: R-49 MINIMUM NOTE: 1 4. AREA OF REFUGE CALL STATION: 48" A.F.F. D. CEILINGS OVER UNCONDITIONED SPACE: R-21 MINIMUM E. FLOORS OVER OUT5IDE SPACE: R-30 MINIMUM The drawings demonstrated in this set 42" G.B. F. WALL ADJ. TO UNFINISH SPACE: R-1 5 MINIMUM 0 1'-G" 15. EMERGENCY SHUT-OFF SWITCH / PUSH DUTTON: 48" A.F.F. I . FIRACODA GYPSUM BOARD IN A ONE OR TWO HOUR RATED PARTITION MUST BEAR THE of construction documents have been T.P.D. O d O O U.L. CLASSIFICATION. z 1 m O 1 G. EMERGENCY CALL SWITCH: 3G" A.F.F. 7. PROVIDE AND INSTALL BATT INSULATION AT WINDOW SHIM SPACES. designed by Dan Costa and reviewed N = Ln 2. ALL FIRE AND SMOKE RESISTANT SEPARATIONS ARE TO EXTEND OR BE EXTENDED TO THE by 360 Design Plus, LLC. To the best S.N.R. p [� -' 17. EMERGENCY CALL BELL/ LIGHT: +/- 7'-G" A.F.F. - CENTER ABOVE DOOR UNDERSIDE OF FLOOR OR ROOF DECK ABOVE, TYPICAL. 8. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND 'n = ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES of our knowledge the drawings meet 18. WALL MOUNTED EXIT SIGNS: 7'-G" A.F.F. 3. FOR SMOKE RESISTANT SEPARATIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, BEING SURE NOT TO COMPRESS GL.A55 INSULATION. the existing building code, if any WATER CLOSET ( Side view ) WATER CLOSET ( Front view ) ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. 19. WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7-G" A.F.F. COORD. WITH BLOCK COURSING 9. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND discrepancies are found before or AS OCCURS. CONSULT ARCHITECT IF CEILING HEIGHT CONFLICTS. 4. FOR ALL FIRE RATED PARTITIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, ROOF ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES during construction please contact the Fo---ol DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. THE FIRE SAFING BEING SURE NOT TO COMPRESS GL.A55 INSULATION. architect immediately. AND SEALANT SYSTEM MUST MAINTAIN THE RATING OF THE SEPARATION. O 1 0. INSTALL VENTING IN SLOPED CEILING AREAS TO PERMIT AIRFLOW ALONG THE COOL SIDE ELECTRICAL m 5. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS INCLUDING METAL DECK FLUTES WHERE OF THE INSULATION FROM THE SAVE TO RIDGE. Em o O O PARTITIONS MEET THE STRUCTURE ABOVE WITH BATT INSULATION. = I . ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING 1 1 . INSTALL EITHER INTERIOR AND/OR EXTERIOR FOUNDATION INSULATION AS REQUIRED BY WORK' G. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS BETWEEN PIPES, ELECTRICAL CONDUITS, LOCAL BUILDING CODES in 4 DUCTWORK, ETC. WHERE THEY PENETRATE WALLS, WITH BATT INSULATION. z o U o 2. ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTS 12. PROVIDE AND INSTALL JOINT SEALERS TO COMPLY WITH MANUFACTURER'S PRINTED O _ MIRROR AND SHELF AS REQUIRED TO PROPERLY SERVICE THE SPACES) AFFECTED BY THIS CONSTRUCTION 7. PROVIDE SMOKE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH ONE HOUR INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED AND TO THE O WIDTH VARY PROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS NECESSARY, SUCH RATED SMOKE BARRIERS. FOLLOWING SPECIFICATIONS: O m ON MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS. ALASTOMERIC SEALANT: ASTM C-92G 8. PROVIDE FIRE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH TWO HOUR FIRE SOLVENT-RELEASE-CURING SEALANT: ASTM C-804 3. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE RATED PARTITIONS. LATEX SEALANT: ASTM C-790 Q M WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. ACOUSTICAL SEALANT: ASTM C-919 \ 5.N.V.M. HAIR/ HAND DRYER PAYPHONE S.S. MIRROR t- SHELF 9. EXTEND ALL METAL STUD PARTITIONS TO THE UNDERSIDE OF DECK/STRUCTURE, UNLESS > 4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODES AND OTHERWISE NOTED. 13. PROVIDE AND INSTALL GUTTERS AND DOWNSPOUTS AS PER 5MACNA ARCHITECTURALO W ACCEPTED STANDARDS OF PRACTICE. SHEET METAL MANUAL. 10. AT ALL NON-RATED PARTITIONS AND PARTITIONS WITH NO S.T.C. REQUIREMENTS, EXTEND 2-8 3-0 5. COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIR INTENDED SHEATHING TO THE FINISHED CEILING CONSTRUCTION, TYPICAL. m z I G OPERATION WITH THE OWNER. DOORS/WINDOWS ^ 1 1 . SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. I ' ' w I . REFERENCE STANDARDS FOR METAL DOORS, WOOD DOORS, AND WINDOWS SHALL BE AS IrW ADJ. 12. METAL STUD CONTRACTOR TO PROVIDE AND COORDINATE PLACEMENT OF METAL STUD FOLLOWS: > z L ICY SLIP TRACKS AT ALL STUD WALLS BUILT ON TOP OR UNDER STRUCTURAL STEEL BRACING A. UNDERWRITER'S LABORATORIES, INC.: BUILDING MATERIALS DIRECTORY. Q Q j (j) SHOWER FOLD HEAD FRAMES, TYPICAL. SIMILAR CONDITION APPLIES WHERE METAL STUDS ATTACH TO THE B. NATIONAL FIRE PROTECTION ASSOCIATION: PAMPHLET NO. 80 STANDARD FOR FIRE DOWN UNDERSIDE OF ROOF DECK AT THE MIDDLE I/3RD OF A SPAN GREATER THAN 1 5'. DOORS AND WINDOWS. z Q (n N HC SEAT C. NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION: I.S., 1078: WOOD FLUSH w 00 rr CONTROL 1,-4�� I'-4" I'-8" DOORS. MOUNTING ^ ' I -7 AREA = FIRE D. AIR LEAKAGE: ASTM E283 NV (� m I 0 E. WATER RESISTANCE: ASTM E331 r�1 c' J (n 1 . ONE SMOKE ALARM SHALL BE PROVIDED IN EACH SEPARATE SLEEPING AREAS. V J 2. GLAZING IN ALL LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT, AS LISTED IN 2. ONE SMOKE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA INT C.A.B.O. SECTION R-208.4, SUCH A5 FRAMELESS GLASS DOORS, GLASS ENTRANCES 18"X30" - THE IMMEDIATE VICINITY OF THE BEDROOMS. O ONE AND EXIT DOORS, FIXED GLASS PANELS, SLIDING GLASS DOORS, SHOWER DOORS, TUB m N 3. A SMOKE ALARM SHALL BE LOCATED ON EACH ADDITIONAL STORY OF THE DWELLING, ENCLOSURES, AND STORM DOORS SHALL MEET THE DOOR REQUIREMENTS SET FORTH IN _ PIECE THE BUILDING CODE AND THE SAFETY STANDARD FOR GLAZING MATERIALS (I G CFR 1202). G.B. RECESSED INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. ALL GLAZING WHICH 15 LOCATED 18" ABOVE THE FINISH FLOOR AND 24" ADJACENT TO A SOAP DISH IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR JAMB SHALL BE TEMPERED. DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL Q EMERGENCY EYEWASH /SHOWER HANDICAPPED SHOWER UNIT SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER IS LESS 3. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR THAN ONE FULL STORY BELOW THE UPPER LEVEL. INFILTRATION STANDARDS OF THE 1 972 AMERICAN NATIONAL STANDARDS INSTITUTE Q ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1 .57 POUNDS PER SQUARE FOOT 4. ALL SMOKE ALARMS SHALL BE INTER CONNECTED SUCH THAT ACTUATION OF ONE WILL AND SHALL BE CERTIFIED AND LABELED. ACTUATE ALL SMOKE ALARMS SIMULTANEOUSLY. 5. ALL SPRINKLER PIPING IS TO BE LOCATED ABOVE FINISH CEILING UNLESS OTHERWISE 4. EXTERIOR ENTRANCE DOORS SHALL BE 13/4' THICK INSULATED METAL DOORS OR NOTED. (UPPER LEVEL SPRINKLER PIPING TO EXTEND INTO THE ATTIC SPACE WHEN APPROVED EQUAL AND SHALL MEET THE FOLLOWING REQUIREMENTS: ISSUED FOR: AIR INFILTRATION: ASTM E283 INSULATED). WATER RESISTANCE: ASTM E33 I G. SPRINKLER HEADS SHALL BE LOCATED AS SHOWN ON THE PLUMBACCOUSTICAL PERFORMANCE: ASTM E413-70T-5TC 28 PLUMBING DRAWINGS. THERMAL TRANSMITION: R-15.49 (CALCULATED) PERMIT 7. EXPOSED SPRINKLER INSTALLATION SHALL BE CAREFULLY COORDINATED IN THE FIELD TO DOORS SHALL BE PROVIDED WITH FACTORY BACKED-ON PRIME PAINT FINISH. SIDELIGHTS SHALL BE TEMPERED GLAZING AND SIZED AS INDICATED ON DRAWING. AVOID CONFLICTING WITH LIGHTING AND OTHER CEILING MOUNTED EQUIPMENT. MANUFACTURER AS SELECTED BY OWNER. MECHANICAL 5. NATURAL LIGHT AND VENTILATION MINIMUM REQUIREMENTS: REVISION DATE: ALTERATIONS TO DRAWING: BASEMENT LIGHT/VENT AREA = 2%/ I% FLOOR AREA LIGHT AREA PER ROOM = 5% FLOOR AREA 5/3/2021 FOR PERMIT I . MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING VENTILATION AREA PER ROOM = 4% FLOOR AREA WORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAY ADVERSELY AFFECT THE PROPER INSTALLATION OF THE NEW SYSTEMS. G. WINDOWS AS 2ND EGRESS (SLEEPING AREAS) SHALL BE MINIMUM 5.7 5Q. FT. OPENABLE AREA WITH 24" LEAST DIMENSION. MAXIMUM SILL HEIGHT SHALL BE 44" A.F.F. 2. MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTS AS REQUIRED TO PROPERLY CONDITION THE 5PACA(5) AFFECTED BY THIS 7. HANDICAPPED ACCE551BLE DOOR HARDWARE SHALL COMPLY WITH CABO/ANSI A 1 1 7. 1 CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMS 15 NECESSARY, 2003 AND UFAS/SECTION 504 REGULATIONS. SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS OR COMPONENTS. 8. ALL DOOR LEVERS ON DOORS LEADING TO HAZARDOUS SPACES SHALL BE KNURLE PHASE: 3. COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE 9. ALL DOOR5 EXITING 100 OR MORE PERSONS SHALL HAVE PANIC EXIT DEVICES CONSTRUCTION WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. DRAWINGS 10. ALL RATED DOORS AND DOORS FRONTING CORRIDORS SHALL HAVE POSITIVE LATCHING 4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH LOCAL CODES AND LOCKSETS OR LATCHSETS AND CLOSERS. ACCEPTED STANDARDS OF PRACTICE. DRAWING NAME: MASONRY GENERAL I . ALL MASONRY SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH ACI 530 NOTES BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI 530. 1 SPECIFICATION FOR MASONRY STRUCTURES. 2. ALL MASONRY WALL5 ARE TO BE CONSTRUCTED OF CONCRETE MASONRY WITH JOB #: 2115 328 AVENUE B COMPRESSIVE STRENGTH FM = 1 500 P.S.I. THE CONTRACTOR IS RESPONSIBLE FOR FILE NAME: ASSURING MASONRY STRENGTH AS SPECIFIED. DRAWN BY: D. COSTA DATE: 5.3.21 3. TYPE "M" OR"S" MORTAR SHALL BE USED IN ALL MASONRY. CHECKED BY: D.A.N. SCALE: NOTED 4. CONTINUOUS HORIZONTAL JOINT REINFORCING SHALL BE INSTALLED IN ALTERNATE COURSES OF ALL MASONRY. EXTERIOR MASONRY VENEER SHALL BE TIED TO INTERIOR A 5� REDgRc SHEET: MASONRY BLOCKWORK IN ACCORDANCE WITH DRAWING NOTATIONS. THIS DOCUMENT,INCLUSIVE OF THE IDEAS v M A G1 . 1 AND DESIGNS INCORPORATED HEREIN,IS ti �� 5. REINFORCING STEEL FOR MASONRY SHALL BE GRADE GO. ALL LAP SPLICES SHALL BEA FURNISHED AS AN INSTRUMENT OF MINIMUM OF 48 BAR DIAMETERS (I.E. #4 BAR = 24"). CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN (P TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT �>� 040399 0 360 DESIGN PLUS, LLC 4"THICK,3500 PSI CONC. SLAB David A. Noe, AIA 6x6x-W2.9xW2.9 WWF GALV. REINFORCING 4 Stonewood Dr. Old Lyme, CT. 360DESIGNPLUS.COM MIN. 6 MIL. POLY-LAP EDGES MIN. 6° TEL. 617.549.5457 PROJECT ARCHITECT: / %' / EXISTING FOUNDATION TO REMAIN — — ^, 77 ,'' DAN COSTA F Z P.O. BOX 441 MYSTIC, CT 06355 TEL. 617-448-9954 , 6"MIN. COMPACTED GRANULAR FILL-DEPTH ', /;� .: NOTE: WILL VARY BASED ON EXISTING CONDITIONS f/,� . , ;: The drawings demonstrated in this set EXISTING COMPACTED SUB-GRADE OR /;' of construction documents have been TAILINGS IF HIGH WATER TABLE IS PRESENT(8" MIN.) designed by Dan Costa and reviewed ' F% b 360 Design Plus LLC. To the best '¢ EX15TiNG OUNDATION TO REMAIN ;� ' y g of our knowledge the drawings meet the existing building code, if any ' discrepancies are found before or 'j during construction please contact the architect immediately. LEGEND: / NEW 3500 PSI 10" x 10" CONCRETE PIER W/ 2'-0" x 21-011 x a H OR I Z. R EI N F. a � � - � 12" CONC. FTG) (FTG! TO HAVE (3) CONT. THRU JT ° NEW STUD WALL ° �U� BARS TO MATCH5 BARS EACH WAY) 42" BELOW o I � (3) 2X8 P.T.P.T BEAM GRADE MINIT- 1 . O 0 EXISTING WALL TO REMAIN HORIZ. REINF. '� � "�"r a Q I III COftECT REAP TO PIERI$51NG ABS I I I--- ° — # 17 ° NOTE: L I I __JI POEM BASE ANTI) W/J" ANIHOR BOff a 2 6 VERT T�3 T/3 T�3 DIMENSIONS TAKEN FROM FACE OF EQUAL IT I I ANgjoR BOLTI ITO TOP (Pr PIER I I I EQUAL Q in INTERIOR WALLS AND FROM FACE OF n \ ° 11 STUD @ EXTERIOR WALLS UNLESS I $_g / W III �, I I I I I I I I I I n I I I `� o O NOTED OTHERWISE III I I I I I I I I I I III W ° O U FRAME DOOR JAMBS 4" > III p I I I I O I I I I I I p (I I + o z z FROM ADJACENT WALLS III O ENDS OF WALLS CONSTRUCTION JOINT UNLESS NOTED OTHERWISE + II I II I I� I I I I V I I I W z ❑ Lij III II Iii II II II III W Z I I I I IN`0 I I I I I I °� I I 40 DIA. I(I N I I I I CV I I I I I I N III > l_I_J `� I I I N I I LUI MOIST HANGER, TYPI I I I v l l l ❑ > - 16 DIA. 16 DIA. III I 2xel IP.T. LEDggR I I I I III z Q � 16 DIA. Q N CO LU LU j/ Co cn LL < a ° � � 4 - %:' -" ; .�" /. EXISTING FOUNDATION TO REMAIN . ° zj Q HOOK HOOK ALL HORIZ. - � IF BARS � ! %' ,. ;�� '- �� ' ❑ REINFORCING AS ' SHOWN OR PROVIDE ❑ HOOKED SPLICE BARS, TYP. WALL INTERSECTIONS WALL CORNERS ISSUED FOR: PROPOSED FOUNDATION PLAN PERMIT Scale 2 = 1 -011 TYPICAL CONCRETE WALL DETAILS (PLAN VIEWS) REVISION DATE: ALTERATIONS TO DRAWING: 5/3/2021 FOR PERMIT PHASE: CONSTRUCTION PLAN NOTES: DRAWINGS 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONED OVERALL 6. PROVIDE 2X4 BLOCKING UNDER ALL POSTS 10. ALL LAMINATED VENEER LUMBER AND COMPOSITE 13. ALL NAILED CONNECTIONS SHALL BE SECURED 15. PROVIDE DOUBLE JOISTS UNDER ALL NON-BEARING PARTITIONS DRAWING NAME: LAYOUT,AND DIMENSIONED LOCATIONS OF PARTITIONS. AND JAMBS OF WINDOW AND DOOR OPENINGS LUMBER SHALL BE MICROLAMS, IN ACCORDANCE WITH THE STATE OF CONNECTICUT PARALLEL WITH JOISTS BELOW. DO NOT SCALE DRAWINGS. OPENINGS EXCEEDING 6'-0" IN WIDTH PARALLAMS, OR TRUSS JOIST BASIC BUILDING CODE NAILING SCHEDULE. FOUNDATION AS PRODUCED BY TRUSS JOIST 2. MINIMUM FOOTINGS. FROST DEPTH TO BE MAINTAINED 7. ALL FRAMING LUMBER SHALL BE DRY (19% 14. CONTRACTOR SHALL VERIFY THE DIMENSION AND CONDITION 16 ALL NEW AND GLAZED DEO ENINGSLSHALLLBEED. FOR ALL FOOTINGS. FOOTINGS SHALL BEAR ON NATURAL MAXIMUM MOISTURE CONTENT DOUGLAS FIR MACMILLAN, OR AN APPROVED EQUIVALENT. PLAN NON-DISTURBED, COMPACT NON-ORGANIC SOILS. ALL LVL LUMBER SHALL BE BOLTED FULL LENGTH. OF ALL EXISITNG STRUCTURE IN THE FIELD. CONTRACTOR PROTECTED FROM WIND-BORNE DEBRIS IN ACCORDANCE WITH No.2 GRADE WITH A BASE VALUE FB OF 850 PSI. IS SOLEY RESPONSIBLE FOR ALL TEMPORARY SHORING, THE NEW YORK BASIC BUILDING CODE. SEE ARCHITECTURAL 3. CONTRACTOR TO COORDINATE EMBEDMENT BOLT PER MANUFACTURERS SPECIFICATIONS. BRACING AND JOB SITE SAFETY RELATED TO ALL CONSTRUCTION DRAWINGS FOR DESIGN AND SPECIFICATION OF THE REQUIRED OF ANCHOR BOLTS, ETC. INTO CONCRETE. 8. A.P.A. RATED SHEATHING SYSTEM 11. ALL METAL FRAMING CONNECTIONS SHALL BE MEANS AND METHODS. GLAZING PROTECTION. 4. 4" CONCRETE SLAB ON GRADE 3/4" T&G PLYWOOD DECKING GLUED WITH PL400 FULLY NAILED AS PER MANUFACTURER'S JOB #: 2115 328 AVENUE B REINF SLAB W/6x6-W2.Ox2.0 WWF. PLACE ADHESIVE AND SCREWED AT 12 o.c. INTERMEDIATE RECOMMENDATIONS. FILE NAME: SLAB ON 6MIL VAPOR BARRIER OVER 2" RIGID INSULATION & 6" MIN SUPPORTS, 6"OC ABOUT PERIMETER. COMPACTED COARSE GRANULAR FILL. 9. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE 12. CONTRACTOR TO SUBMIT FOR REVIEW EXACT DRAWN BY: D. COSTA DATE: 5.3.21 CONNECTION MANUFACTURER'S DATA SHEETS 5. ALL POSTS AND JAMBS TO BE FULLY SPIKED. PROVIDE MEMBERS UNLESS SHOWN OTHERWISE. FOR EACH TYPE OF CONNECTION SPECIFIED. CKED BY: D.A.N. SCALE: AS NOTED DOUBLE JACK STUDS AND DOUBLE FULL HEIGHT STUD UNDER ALL BEAMS SPANNING 6'-0" AND GREATER AND UNDER ALL LVL STA `SRF ARC SHEET: BEAMS UNLESS NOTED OTHERWISE. THIS DOCUMENT,INCLUSIVE OF THE IDEAS y AND DESIGNS INCORPORATED HEREIN, ISQ���t�` FURNISHED AS AN INSTRUMENT OF A1 . 0 CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE 'y DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND ISNOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT �'�� X40399 �p DECK �rt ENCLOSED 360 DESIGN PLUS, LLC P " :, David A. Noe, AIA O R C H 4 Stonewood Dr. Old Lyme, CT. A7:'f3 360DESIGNPLUS.COM TEL. 617.549.5457 328 Ave B,Fishors '''island,NY 06340 �c- PROJECT ARCHITECT: DAN COSTA P.O. BOX 441 Vi1lacn MYSTIC, CT 06355 TEL. 617-448-9954 voy Ave Fox Avo u: EXISTING Foe Ave RESIDENCE U NOTE: The drawings demonstrated in this set °r of construction documents have been designed by Dan Costa and reviewed by 360 Design Plus, LLC. To the best LOCATION MAP of our knowledge the drawings meet - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 the existing building code, if any r LINE OF RENOVATION WORK Scale NTS II F -1 r - - F __1 discrepancies are found before or I I I RANGE- I _ _ _ during construction please contact the - - - F -1 F F-14- -1-1- architect immediately. - - - -1- - - _J 1.1 - - D1W LINE OF RENOVATION WORK N M TRASH 8302.6 Dwelling-Garage Fire Separation (n N N \ w The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5.Attachment of gypsum board shall comply with Table Z M O N M 8702.3.5.The wall separation provisions of Table 8302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. TABLE R302.6 O .s. k r i 00 L — — — — — N DWELLING-GARAGE SEPARATION �--- M SEPARATION MATERIAL Q Co C-4 1.1 PANTRY CABINET ¢ REF Not less than 1/2-inch sum board ore equivalent applied to the From the residence and attics z gyp q pp 1.2 1.2 garage side O W 2'-6 1/4' From habitable rooms above the garage Not less than 5/8-inch Type X Z Lu e Yp gypsum board or equivalent Z 7O I—il ~ — t 7/8• Structure(s)supporting floor/ceiling assemblies used for separation t 1 Z Q m Not less than /2-inch gypsum board or equivalent 1 1 1 CO2 0 a p required by this section w SMOKE W" U L1 / w Not less than t/2-inch gypsum board or equivalent applied to the interior L1 \ LEGEND: W NEW STUD WALL 2 Q Garages located less than 3 feet from a dwelling unit on the same lot J side of exterior walls that are within this area Q r n Q vJ w N For SI: finch=25.4 mm, 1 foot=304.8 mm. Z ` T -6 N 0 8'-6' + D2�_g• Q 0 EXISTING WALL TO REMAIN —(2) 2x10 UNDER W RIDGE_ •I 00 ABOVE(FLUSH RAME) c co NOTE: 2GG8 o rn co DIMENSIONS TAKEN FROM FACE OF GARDEN SHED LL N `� ♦ LL I INTERIOR WALLS AND FROM FACE OF BELOW WINDOWS SEAT STUD @ EXTERIOR WALLS U N LESS O Z UP NOTED OTHERWISE C, CO2 N -a SMOKE FRAME DOOR JAMBS 4" ' \ FROM ADJACENT WALLS N @ 2GG8 G. UNLESS NOTED OTHERWISE — — — — — R314.3.1 INSTALLATION NEAR COOKING APPLIANCES R314.3 LOCATION Q (2)2x 10 HEADLR SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: (2)JACK STUDS EXISTING TO REMAIN SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS Q (I)KING STUD CO2 UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A f 1 EGRESS SMOKE LOCATION REQUIRED BY SECTION R314.3. 1.IN EACH SLEEPING ROOM. � DOOR 1 11 11 NEW 2x8 DUG FUR 1.IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. w 1 cz 11 I RAFTERS @ I G"O.C. (6096 MM)HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING o APPLIANCE. 3.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING lI 11 O U CRAWL SPACES AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN —iO w 2.IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL w O 1 11 a/U Q O 1 BE INSTALLED LESS THAN 10 FEET(3048 MM)HORIZONTALLY FROM A SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW ISSUED FOR: > NEW RIDGE BEAM(2) 1 x 14'LVL5 — = O 1 '* — — — — — — — — — — — — — THE UPPER LEVEL. \ PERMANENTLY INSTALLED COOKING APPLIANCE. CV - - _ - - - ��j. _O rn I X 11 BEDROOM o Z x I 1 3.PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET(914 MM)HORIZONTALLY FROM THE DOOR OR OPENING PERMIT 1 my p z N _1 N FEET(1828 MM)HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE II Il NEW 2x8 DUG FUR N N APPLIANCE, ALARM REQUIRED BY SECTION 8314.3. j 1 11 11 RAFTERS @ I G"O.C. W 1 11 11 11 11j 11 W EXISTING 2x4 STUD (2)JACK STUDS WALL @ 1 G"O.C. REVISION DATE: ALTERATIONS TO DRAWING: (1) KING STUD 3'-8' (R-19 FOAM BEARING WALL INSULATION,TYP.) 5/3/2021 FOR PERMIT 2GG8 2468 r — — — — — — — — — — — — — — — — - WINDBORNE DEBRIS REGION.AREAS WITHIN HURRICANE-PRONE R301.2.1.2 PROTECTION OF OPENINGS SKYLIGHT NEW 12"WIDE x 8"DEEP FOOTING �'TYFE-X GYPSUM I W1(2)#5 BARS CONT. POURED ON WALLBOARD REGIONS LOCATED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1'-0' TOP OF EXISTING SLAB, ALIGN EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS N CLOS. I RIGHT 51DE W1 FACE OF WALL TO WITHIN 1 MILE(1.61 KM)OF THE COASTAL MEAN HIGH WATER LINE REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS.GLAZED CO2 1 WHERE THE ULTIMATE DESIGN WIND SPEED,VULT, IS 130 MPH(58 M/S) OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE M 5MOKE1 2x4 STUD WALL @ I G" OR GREATER. REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND ASTM 2GG8 O.C. (R-19 FOAM E1886 AS MODIFIED IN SECTION 301.2.1.2.1.GARAGE DOOR GLAZED v � INSULATION,TYP.) IN AREAS WHERE THE ULTIMATE DESIGN WIND SPEED,VULT,IS 140 MPH OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE PHASE: 1 (63.6 M/S)OR GREATER;OR HAWAII. REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR SKYLIGHT i GARAGE a ANSI/DASMA 115. CONSTRUCTION w O 1 � ��' EXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT I �GG oV1 � W 9'-7 3/8• 9'-7 3/8' 01 NOTE: LESS THAN 7/16 INCH(11 MM)AND A SPAN OF NOT MORE THAN 8 FEET DRAWINGS 1 < r, m + I� BATH 1 G. N (2438 MM)SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS to -' N r rn SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE u G. CENTER NEW WALL CONTRACTOR TO PROVIDE J"PLYWOOD SHEETS FOR EACH OPENING 2 I DUG FUR FLOOR OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. DRAWING NAME: UNDER(2)2x 1 O LABELED AND STORED ON PREMISES.PROVIDE 1/4"HOT DIPPED PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE W F ING @ I G"O.C. 1 RIDGE BOARD + GALVANIZED TREADED FASTENERS INSTALLED ON HOUSE TO RECEIVE �, PANELS.''-q"LAG SCREWS TO BE EMBEDDED 2"MIN.@ 16"O.C.FASTENERS METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE FIRST HEAT \ PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO RESIST THE ——-I 1 1 �-DETECTOR SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL `� ' J 1 rn COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE 1 PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH FROM THE eo WITH EITHER TABLE 8301.2(2)OR ASCE 7,WITH THE PERMANENT NEW 1 2"WIDE x 8" EP 1 EDGE OF THE PANEL.ANCHORS SHALL PENETRATE THROUGH THE FLOOR P LAN EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS CORROSION RESISTANT ATTACHMENT HARDWARE PROVIDED AND 1 FOOTING W1(2)#5 RS o 1 z 1JNEW ANCHORS PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT IN CONT. POURED ON T P ;,, Q THAN 2 INCHES INTO THE BUILDING FRAME.FASTENERS SHALL BE ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH OF EXISTING SLAB. A IGN I - m LOCATED NOT LESS THAN 21/2 INCHES FROM THE EDGE OF CONCRETE A MEAN ROOF HEIGHT OF 45 FEET(13,728 MM)OR LESS WHERE THE JOB#: 2115 328 AVENUE B RIGHT 51DE W1 FAC F 1 I __— BLOCK OR CONCRETE. ULTIMATE DESIGN WIND SPEED,VULT, IS 180 MPH 290 KPH OR LESS. WALL TO GARAGE J DUG FUR ( ) FILE NAME: @ I G"O.C. 4'-3' DRAWN BY: D. COSTA DATE: 5.3.21 (3) 2x STUDS UNDER RIDGE BOARD APPLICABLE PORTION OF IRC 2020 NY STATE) C CKEDBY: D.A.N. SCALE: AS-NOTED G 3 TA �c,� �q,Q/'� ° SHEET: a , `' d ° 4 Scale NTS THIS DOCUMENT,INCLUSIVE OF THE IDEAS1D AND DESIGNS INCORPORATED HEREIN,IS �� a° a ° FURNISHED AS AN INSTRUMENT OF PROPOSED FLOOR PLAN 4 CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE 8'-0• A 1 ■ 1 8'-0' 1'_6• DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC Scale 4" = 1 '-0" EQUAL AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN EXISTING TO REMAIN EQUAL TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 7� 0 'y PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT O43939 9 F .(OQ` WOOD NAILING SCHEDULE R301.5 LIVE LOAD THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING R301.5. COMMON NAILS BOX NAILS TABLE 8301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(IN POUNDS PER SQUARE FOOT) - ROOF FRAMING USE LIVE LOAD UNINHABITABLE ATTICS WITHOUT STORAGE 10 NEW CONNECTOR RENOVATED GARAGE 360 DESIGN PLUS LLC UNINHABITABLE ATTICS WITH LIMITED STORAGES,G 20 RAFTER TO TOP PLATE HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 (TOE-NAILED) 3-16d 3-16d PER RAFTER BALCONIES(EXTERIOR)AND DECKS E 40 - - David A. Noe, AIA FIRE ESCAPES 40 4 CEILING JOIST TO TOP GUARDS AND HANDRAILS D 200H 12 Stonewood Dr. Old Lyme, CT. 3-8d 3-8d PER JOIST GUARD IN-FILL COMPONENT SF 50H MATCH EXST.� 360DESIGNPLUS.COM PLATE(TOE-NAILED) PASSENGER VEHICLE GARAGE SA 50A ROOMS OTHER THAN SLEEPING ROOMS 40 COPPER FLASHING EL CEILING JOIST TO SLEEPING ROOMS 30 617 549 5457 PARALLEL RAFTER(TOE-NAILED 4-1 Od 4-I0d EACH LAP STAIRS 40C @VALLEY TYP PROJECT ARCHITECT: CEILING JOIST LAPS OVER vsE Mob VSE : OG EXISTING PARTITIONS(TOE-NAILED) 4-10d 4-1 Od EACH LAP FOR SI:1 POUND PER SQUARE FOOT=0.0479 KPA,1 SQUARE INCH=645 MM2,1 MATCH POUND=4.45 N. COLLAR TIE TO RAFTER A.ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND 4-10d 4-10d PER TIE _99 — Y] ❑ o DAN COSTA LOAD APPLIED OVER A 20-SQUARE-INCH AREA. / (FACE-NAILED) 11 11E / - • B.UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR / 2' 7"RO P.O. BOX 441 BLOCKING TO RAFTER HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,OR WHERE FEE ❑❑ / \ (TOE-NAILED) 2-8d 2-1 Od EACH END THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS 1.1 1.1 1.1 CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 1V1 i STIC, CT 06355 \ SLOPED SHED ROOF RIM BOARD TO RAFTER 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE =P \ TEL. 617-448-9954 (END-NAILED) 2-16d 3-16d EACH END LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD \ / �i� WOOD SIDING, REQUIREMENTS. \ \ / -, MATCH EXISTING WALL FRAMING C.INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN civ NOTE: AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GREATER STRESSES. TOP PLATE TO TOP PLATE 1 1 A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG C MID TBLl a (FACE-NAILED) 2-16d 2-16d PER FOOT THE TOP. — — — — ——— ' The drawings demonstrated in this set TOP PLATES AT INTERSECTIONS JOINTS- E.SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. GARDEN SHED FENCE LOCATION of construction documents have been (FACE-NAILED) 4-16d 5-16d EACH SIDE F.GUARD IN-FILL COMPONENTS(ALLTHOSE EXCEPTTHE HANDRAIL),BALUSTERS designed by Dan Costa and reviewed STUD TO STUD AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED 2-16d 2-16d 24"O.C. NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.THIS LOAD by 360 Design Plus, LLC. To the best (FACE-NAILED) NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. of our knowledge the drawings meet HEADER TO HEADER 16"o.c. (FACE-NAILED) 16d 16d ALONG EDGES G.UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR the existing building code, if any HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR WHERE TOP OR BOTTOM PLATE TO THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS discrepancies are found before or STUD END-NAILED 2-16d 2-16d PER STUD CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY during construction please contact the ( ) 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES. PROPOSED WEST E L EVAT I O N BOTTOM PLATE TO FLOOR JOIST, 1,2 1,2 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR architect immediately. BANDJOIST,ENDJOIST,OR 2-16d 2-16d PER FOOT TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: II I II BLOCKING(FACE-NAILED) 1.THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN FLOOR FRAMING HEIGHT IN HIDTH BY E ATTIC30 INCHES IS NOT LESSN LENGTH THAN 30 INCA IS LOCATED WHERE THE CLEAR U ^ 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT v♦) JOIST TO SILL,TOP PLATE OR GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. TOE-NAILED 4-8d 4-10d PER JOIST REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD GIRDER ( ) MEMBER DEPTH. O BRIDGING TO JOIST 2-8d 2-10d EACH END 3.THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS (TOE-NAILED) SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. BLOCKING TO JOIST 2-8d 2-1 Od EACH END H.GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED M (TOE-NAILED) WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF 1 BLOCKING TO SILL OR TOP THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE LOAD > PLATETOE-NAILED 3-16d 4-16d EACH BLOCK ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE DETERMINED INDEPENDENT O W ( ) OF ONE ANOTHER,AND LOADS ARE ASSUMED NOTTO OCCUR WITH ANY OTHER LIVE LOAD. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST z z JOIST ON LEDGER TO BEAM q Uj m (TOE-NAILED) 3-8d 3-lOd PER JOIST RENOVATED GARAGE NEW CONNECTOR W W rr \ Q BAND JOISTJOIST (END-NAILED)) 3-16d 4-16d PER JOIST > w J _..,..... . Q (j) BAND JOIST TO SILL OR TOP 1 PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT M MATCH EXST. 00Co rr ROOF SHEATHING ;- y Q CV _ ..,... .. r n ` ..i .. ..... �/ STRUCTURAL PANELS 8d 10d - - RO DIAGONAL BOARD SHEATHING PER ...............:... ....;. 1"x6"OR 1"x8" 2-8d 2-10d _ 1"x10"OR WIDER 3-8d 3-10d SUPPORTO Q 2- 4..RO ❑TE ftL_�00 CEILING SHEATHING 11 ❑❑ ❑ 1 7"EDGE/ ❑ a Mla Q GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 10"FIELDU? T N WALL SHEATHING G. STRUCTURAL PANELS 8d 10d ❑ / FIBERBOARD PANELS 6d - 3"EDGE/ WOOD TRELLIS ISSUED FOR: - 7/16" O 25/32" 8d - 6"FIELD PERMIT GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD HARDBOARD 8d 8d (SEE kTABLE 3.11) PROPOSED EAST ELEVATION REVISION DATE: ALTERATIONS TO DRAWING: PER MANUFAC PARTICLEBOARD PANELS 8d 8d TURER Scale 111 = 1 1-011 5/3/2021 FOR PERMIT 4 DIAGONAL BOARD SHEATHING 1"x6"OR 1 1'x8" 2-8d 2-10d PER 1"x10"OR WIDER 3-8d 3-10d SUPPORT FLOOR SHEATHING STRUCTURAL PANELS 6"EDGE/ PLAN NOTES: PHASE: 1"OR LESS 8d 10d 12"FIELD CONSTRUCTION 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONED OVERALL 6. PROVIDE 2X4 BLOCKING UNDER ALL POSTS 10. ALL LAMINATED VENEER LUMBER AND COMPOSITE 13. ALL NAILED CONNECTIONS SHALL BE SECURED GREATER THAN 1" 10d 16d 6"EDGE/ LAYOUT,AND DIMENSIONED LOCATIONS OF PARTITIONS. AND JAMBS OF WINDOW AND DOOR OPENINGS LUMBER SHALL BE MICROLAMS, IN ACCORDANCE WITH THE STATE OF CONNECTICUT DRAWINGS 6"FIELD DO NOT SCALE DRAWINGS. OPENINGS EXCEEDING 6'-0" IN WIDTH PARALLAMS, OR TRUSS JOIST BASIC BUILDING CODE NAILING SCHEDULE. DIAGONAL BOARD SHEATHING 2. MINIMUM 3'-6" FROST DEPTH TO BE MAINTAINED 7. ALL FRAMING LUMBER SHALL BE DRY (19% AS PRODUCED BY TRUSS JOIST 1"x6"OR 1"x8" 2-8d 2-lOd PER FOR ALL FOOTINGS. FOOTINGS SHALL BEAR ON NATURAL MACMILLAN OR AN APPROVED EQUIVALENT. 14. CONTRACTOR SHALL VERIFY THE DIMENSION AND CONDITION 1"x10"OR WIDER 3-8d 3-10d SUPPORT MAXIMUM MOISTURE CONTENT) DOUGLAS FIR OF ALL EXISITNG STRUCTURE IN THE FIELD. CONTRACTOR DRAWING NAME: NON—DISTURBED, COMPACT NON—ORGANIC SOILS. No.2 GRADE WITH A BASE VALUE FB OF 850 PSI. ALL LVL LUMBER SHALL BE BOLTED FULL LENGTH. IS SOLEY RESPONSIBLE FOR ALL TEMPORARY SHORING, BOLT PER MANUFACTURER'S SPECIFICATIONS. ELEVATIONS 3. CONTRACTOR TO COORDINATE EMBEDMENT BRACING AND JOB SITE SAFETY RELATED TO ALL CONSTRUCTION NOTES: OF ANCHOR BOLTS, ETC. INTO CONCRETE. 8. A.P.A. RATED SHEATHING SYSTEM MEANS AND METHODS. ,� 3/4" T&G PLYWOOD DECKING GLUED WITH PL400 11. ALL METAL FRAMING CONNECTIONS SHALL BE 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 4. 4 CONCRETE SLAB ON GRADE ADHESIVE AND SCREWED AT 1 GLUE INTERMEDIATE FULLY NAILED AS PER MANUFACTURER'S o.c.AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3"o.c.AT THE REINF SLAB W/6x6—W2.Ox2.0 WWF. PLACE RECOMMENDATIONS. 15. PROVIDE DOUBLE JOISTS UNDER ALL NON—BEARING PARTITIONS PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING SLAB ON 6MIL VAPOR BARRIER OVER 6" MIN SUPPORTS, 6 OC ABOUT PERIMETER. PARALLEL WITH JOISTS BELOW. REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR COMPACTED COARSE GRANULAR FILL & 2" RIGID INSULATION12. CONTRACTOR TO SUBMIT FOR REVIEW EXACT ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED 9. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE CONNECTION MANUFACTURER'S DATA SHEETS JOB #: 2115 328 AVENUE B TO MAINTAIN THE LOAD PATH 5. ALL POSTS AND JAMBS TO BE FULLY SPIKED. PROVIDE MEMBERS UNLESS SHOWN OTHERWISE. FOR EACH TYPE OF CONNECTION SPECIFIED. FILE NAME: 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED DOUBLE JACK STUDS AND DOUBLE FULL HEIGHT STUD UNDER ALL MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED BEAMS SPANNING 6'-0" AND GREATER AND UNDER ALL LVL TO BE REDUCED TO 1-16d NAIL PER FOOT. BEAMS UNLESS NOTED OTHERWISE. DRAWN BY: D. COSTA DATE: 5.3.21 NECKED BY: D.A.N. SCALE: AS NOTED S �R SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS G\ vy Cyi AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF A1 . 2 CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS'THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN z: TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS �4p399 e' Q� PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT FD �0 SIMPSON STRAPPING @ RIDGE . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 r- - - - - - - - - - - - - - , SIMPSON SLOPED HANGER ASPHALT ROOFING, I I 1 t x 20 GA x V-0"STRAP I @ EACH RAFTER MATCH EXISTING I I FROM RIDGE TO STUDS @ I SELUX ICE AND WATER I 16"O.C.ALTERNATE SIDES I W/8-SD NAILS 12 TYPICAL SLOPED ROOF ASSEMBLY I ROOF 5 -MATCH EXISTING ROOFING MATERIAL s I I I (2) 2x8 RIDGE - 15 LB ROOFING FELT @ FIELD LOCATIONS WITH ICE 2x RAFTER,SEEi AND WATER @ EAVES AND SIDE WALLS STRUCTURAL DRAWINGS I I I 1 a x 20 GA STRAP xi-0 -a CDX ROOF SHEATHING (TAPE ALL SEAMS) 360 DESIGN PLUS LLC RIDGE TO STUD @ 16"O.C. -2x6 DUG FIR RAFTERS @ 16"O.C. ALTERNATE SIDES W/8-8d -CLOSED CELL FOAM (R-49) David A. Noe, AIA NAILS -FINISH AS SCHEDULED 4 Stonewood Dr. Old Lyme, CT. $"TYPE-X GYPSUM WALLBOARD 360DESIGNPLUS.COM TEL. 617.549.5457 FINISH PER SCHEDULE H-CLIP @ EACH RAFTER PROJECT ARCHITECT: SIMPSON HURRICANE CLIP @ EVERY RAFTER,TYP. TYPICAL FLOOR ASSEMBLY 2x TOP PLATES,SEE I I I NEW BATHROOM -FINISHEDFLOORASSCHEDULED DAN COSTA STRUCTURAL DRAWINGS I L — — — — — — — — — J -UNDERLAYMENT PER MAUF. P.O. BOX 441 FOR WALL FRAMING DETAILS i REQUIREMENTS AND RECOMMENDATIONS MYSTIC, CT 06355 INSULATE WALLS WHERE I PROPOSED RIDGE DT L. = T&G SUB-FLOOR -2x10 FLOOR JOISTS @ 16"O.C. TEL. 617-448-9954 R-30 MIN. CLOSED CELL FOAM INDICATED D1i Scale 12 = 1 -0 WOOD HEADER,SEE GARAGE AREA STRUCTURAL DRAWINGS i NOTE: NEW 12 WIDE x 8 DEEP FOOTING TYPICAL WALL ASSEMBLY The drawings demonstrated in this set NEW WINDOW,SEE W/(2) #5 BARS CONT. POURED -WOOD SIDING (MATCH EXST.) SCHEDULE I ON TOP OF EXISTING SLAB.ALIGN -AIR BARRIER (HENRY BLUESKIN) of construction documents have been — _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — SIDE W/FACE OF WALL TO -1/2"CDX SHEATHING (SEE NAILING SCHEDULE) designed by Dan Costa and reviewed GARAGE -2x WALL STUDS (SEE STRUCTURAL DRAWINGS) LUS JOIST HANGER LUS JOIST HANGER -R-21 CLOSED CELL FOAM (SPRAY UNDERSIDE) by 360 Design Plus, LLC. To the best 2'ANCHOR BOLTS @ 48"O.C. -FINISH AS SCHEDULED of our knowledge the drawings meet PROPOSED SAVE DETAIL @ GARAGE 3„ 1" 3.. ," A II 1 4 x 9 4 LVL LEDGER 1 a x 9 a LVL LEDGER the existing building code, if any Scale 12' = 1'-0" F• -X—x—x x—x—x—x—x x—x—x X � —x x—x—x—x—x—x—x—x—x� discrepancies are found before or EXISTING SLAB TO REMAIN #4 DOWELS x 10"DRILL during construction please contact the AND EPDXY 3"INTO ' architect immediately. / EXISTING FOUNDATION EXISTING SLAB @ 24"O.C. EXISTING FOUNDATIONASPHALT ROOFING, // I TO REMAIN TO REMAIN MATCH EXISTING r n ICE AND WATER / v / e ROOF SHEATHING 2x RAFTER,SEE // 0 STRUCTURAL DRAWINGS / / I / °° I I FINISH PER SCHEDULE PROPOSED SECTION @GARAGE 0 L1J �- Z I SIMPSON HURRICANE CUP @ EVERY RAFTER,TYP. W ° o COPPER DRIP EDGE 2x TOP PLATE,SEE � W � z STRUCTURAL DRAWINGS EXISTING FOR WALL FRAMING > z DETAILS I Q < ? (j) WOOD SIDING MATCH EXIST[ G STRUCTURAL DRAWINGS 1 z 00 Co cr CV I "CDX WOOD HEAT Q G I NEW WINDOW,SEE I c j w SCHEDULE C TYPICAL SLOPED ROOF ASSEMBLY -MATCH EXISTING ROOFING MATERIAL r - 15 LB ROOFING FELT @ FIELD LOCATIONS WITH ICE O AND WATER @ EAVES AND SIDE WALLS _ _ _ _ _ _ _ _ _ — - - - - - - - - - - - - J -$"CDX ROOF SHEATHING (TAPE ALL SEAMS) L -2x6 DUG FIR RAFTERS @ 16"O.C. (SEE STRUCTURALS) -CLOSED CELL FOAM (R-49) -FINISH AS SCHEDULED Q I ON PROPOSED EAVE DETAIL @ CONNECTOR RIDGEPING qcy B Scale 12" = 1 '-011 1 4"x 9 4'LVL -- Q HUG 12 MATCH EXST. ISSUED FOR: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � z_ Q CONN :C OR w PERMIT O H-CLIP @ EACH ASPHALT ROOFING I I"' CONT. (2)2x8 RAFTER,TYP. ICE AND WATER I HEADER TO BEAR Uj ' REVISION DATE: ALTERATIONS TO DRAWING: e ROOF SHEATHING I O INTO EXISTING � CONT. (2) 2x8 TYPICAL WALL ASSEMBLY + 5/3/2021 FOR PERMIT COPPER RAKE EDGE i z WALL, EACH SIDE HEADER TO BEAR INTO EXISTING _WOOD SIDING (MATCH EXST.) AIR BARRIER (HENRY = LU -11/2"CDX SHEATHING (SEE ENAILING SCHEDULE) TO 1.2 1.2 x WALL, EACH SIDE X IL3 -2x WALL STUDS (SEE STRUCTURAL DRAWINGS) _ W -R-21 CLOSED CELL FOAM r J -FINISH AS SCHEDULED r SHED ROOF @ 3 N NEW SILL,V.I.F. o PHASE: _ _ _ _ _ EXISTING FIRST FLOOR 0 o 1x PVC TRIM I ELEV. EXISTING TO I W CONSTRUCTION 2x SUB FASCIA@RAKE POCKET DOOR � � i REMAIN GARDEN Z , SHED TO KITCHEN Q o 1x TRIM @RAKE SOFFIT i i _ — _ — � _ — DRAWINGS PVC BED MOULDING I SEAT 3 CD DRAWING NAME: PVC TRIM, RABBET TO RECEIVE SIDING TOP OF FLOOR — — SECTIONS ALIGN W/NEW BEDROOM — I II II TYPICAL FLOOR ASSEMBLY -FINISHED FLOOR AS SCHEDULED JOB #: 2115 328 AVENUE B UNDERLAYMENT PER MAUF. FILE NAME: „ REQUIREMENTS AND RECOMMENDATIONS -4"T&G SUB-FLOOR DRAWN BY: D. COSTA DATE: 5.3.21 -2x8 P.T. FLOOR JOISTS @ 16"O.C. PROPOSED DETAIL @RAKE 4. -R-30 MIN. CLOSED CELL FOAM < e 10x10 CONCRETE PIER, CKED BY: D.A.N. SCALE: AS–NOTED TYPICAL(2 LOCATIONS) ST SHEET: C Scale 11i = 1._0.. E qRc 40 G Pv. A 2 a THIS DOCUMENT,INCLUSIVE OF THE IDEAS \5 AND DESIGNS INCORPORATED HEREIN,IS ti «. PROPOED SECTIO�N@�C ONNECTOR FURNISHED AS AN INSTRUMENT OFCONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE }y A1 . 3 1i DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC Scale 2 —S1 -0 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN ,f TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS �,,.��: •,;; PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT X40399 OQ� �NN OMS Ver.0003.08.00(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN Quote Number:48HVZ26 Quote Number:46HVZ26 Quote Number:48HVZ26 LINE ITEMUOTES _-_ ..________...._.__ Rectangular- ectal Cut 2WIH Q g P Performance Information Back Interior Weather Strep Package ` Cadet Gray Clad Ext-Primed Pine Int U-Factor:0.3 Black Exterior Weather Strip Package y •;•„ Ogee Interior Glazing Profile Soar Heat Gam Coefficient:a 44 Od Rubbed Bronze Sash Lock The following is a schedule of the windows and doors for this project.For additional unit details,please see Line Item Bottom sash Visible Light Transmittance 0.5 Od Rubbed Bronze Top Sash Strike Plate Assembly Color Cadet Gray Clad Sash Exterior Condensation Resistance:SS Retractable Screen Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. Primed Pune Sash Interior / - _--- - --^^T _ _ N 425 ll186-00001 dal Hi-Transparency g Mesh !' FI IG-1 Lite Number: - � Stiffen arcFbr Is ENERGYSTAR:N Primed Pine gg++ r Low El w/Argun Performance Grade White.Screen Latch Lo�}rtSUIliti, f1tf iOr;;I'$,P.I2. Line#1 h Mark Unit:KITCHEN W EST 1.1 Net Price: 1,204.6 LA Black Perimeter Bar Licensee 111127 Beige Pull Bar Seal [ Qty:3_. _�xt:__N9t Price:J� 99 g AAMA/WDMA CSAl101/LS.2/A440 08 Black Pile Weather Strep __.�- _.___E___ t�SD„- 3 613.8 Ogee Interior Glazing Profile1rUGG1t8i CI��Ifader=i lr� ° Black Interior Weather Strip Package LC-PG501149X2223 mm(45.3X87.5 in) 4 9/16"Jambs Cadet Gray Chad Exterior Black Exterior Weather StripPackage LC PGSO DP-50/-50 Nailmg Fin '~GtcCE rood)Er:-fir=04 1= G frit 2//� MARVIN e,";' Od Rubbed Bronze Sash Lock FL17635 -*Note: Unit Availability and Price is 5vb'dct to Chane 360 DESIGN PLUS, LLC Primed Pine Interior Oil Rubbed Bronze Tu Sash Strike Plate Assembly Color y j g Top y i'l1StONC Pri:SBfYaIl�Jf1 ---------Y_-_ Ultimate Double Hung ' Retractable Screen q T1s RoughTop Sash g 313/4"X 50" Stiffened Charcoal iii-Transparency Fbrgls Mesh - David A. Noe AIA Premed Pine i Line#4 Mark Unit,MASTER BEDROOM G.1 Net Price: i ! 1,585.3 Cadet Gray Clad Sash Exterior As Viewed Froin The Extwior ( ! ! White Screen Latch Primed Pone Sash Interior MO 293/4"x493/4" Beige Pull Bar Seal i`-�t1 Ext.Net PriCP'�� USD 15853 Lo FS 291/4"X491/2" Back Pile Weather Strip 4 Stonewood Dr. Old Lyme, CT. Low a w/Argon Ro301/4"X50" 49/16"Jambs MixedSpeues/Finish May 7 2021 360DESIGNPLUS.COM Black Perimeter and Spacer Sar Egress Information Na;lmg Fin MARVIN Cadet Gray Cad Exterior Recta7e$"SOL•t-Special Spacer Bar-Back Width:25 21/32" Height:17 5/8" ,""Note: Unit Availability and Price is Subject t°Change Painted Interior Finish-White-Pire Interior Cadet Gray Cad Ex-PrimedCut H Net Clear O enin 3,14 Ft Feature Mismatch:Interior finish 5aEecttons. Cadet Gray Clad Ext-Primed Pine int p g0 �! j -1 TEL. 617.549.5457 Cgee Interior Glazing Profile Rough Information I Ultimate Double Hung G2 Bottom Sash U-Factor:0.3 I Rough Opening 321/4"X57" Matt Kaelin der Gray Clad Sash Exterior CaSolar Heat Gain Coefficient 0.44 Standard CN Width 26 p Prirneq Pine Sash Interior Visible Light Transmittance:U S Top Sash 328 Ave. B IG-1 Lite Condensation Resistance:55 I Cadet Gray Clad Sash Exterior PROJECT ARCHITECT: Low Elw/Argon CPO Number.MAR-N-425-17186-00001 PaintedlnteriorFinish-DexignerBlack-Pme Sash Interior Fishers Island, NY 06390 As V awed From The Exterior Black Perimeter Bar ENERGYSTAR:N � � IG Ogee Interior Glazing ProLle Performance Grade Low El./Argon MO 311/4"X 49 3/4" Licensee 41127 i Black Perimeter and Spacer Bar FS 30 314"X 49 1/2" Black Interior Weather Strip Package / AAMA/WOMA/CSA/101/15.2/A440-08 .I 7/8"SDI.-With Spacer Bar-Black go 31314" OilRubbBlack Rubbed Blame eather Sir to Package I ,�� Re: Structural Review Renovation Plans for 328 Ave. B - Fishers Island NY / LC•PG501149%2223 mm(45.3X87.5 In) Rectangular-'Special Cut 3W2H DAN COSTA Egress Information Oil RubBed Bronze Sash Lock i s g LCPGSO17635 UP.50/-50 Cadet Gray Clad Ext-Painted Interior Finish•Designer Black- Width:27 5132" Height:17 S/8" O,I Rubbed Bronze tap Sash Sinker Plato Assembly Color l g FL17635 ;I Pine In Retractable Screen Net Clear Opening:3.32 SgFt Ogee Interior Glazing Profile Performance Information Stiffened Charcoal Hi-Transparency Fbtgrs Mesh --------- Bottom Sash Dar Mr. Kael n BOX 441 U-Factor,0.3 Premed Pme ...__...._.._.__...__.........___ Rs VIBWed FtDm The ExterlDr Cadet Gray Clad Sash Em.n., e • I P.O. Sc lar Heat Gain Coefficient:0.44 White Screen latch Ljne#3 Mark Unit:KITCHEN EAST I.3 Net Price:) 1,155.9 314 Painted Interior Finish-Designer black-P,ne Sash Interior _ �7�/y,{(��T Visible Light Transmittance:05 Beige Pull Bar Seal 2 MO 31" "%56314" IG-3Ute MYSTIC 55 Black Pile Weather Strip ....�__-_.. .._...i.... _ _.T,". ._,;._._;,_,.__._. _;.___.___,.-,_,..,_____ EJ(Y.,_NGt.,PflCe:j USD... ,..,2i3I19_. FS 311/4"X561/2" condensation Resistance:SS - '""`""-'--`-"" Loy.,El w/Argvn 49/16"lambs RO 321/4"X57" - $TIC, CT 0 3 CPD Number.MAR-N-42537186-00001 Black Perimeter Bar I have reviewed and provided structural information for the drawing set for N,almg Fin Cadet Gra Clad Exterior Egress Information TEL. 617-448-9954 ENERGY STAR:N y Ogee Interior Gazing Profile Performance Grade '"'Note: Unit Avmlability and Prite is Subject to change MARVIN • Primed Pine lnterlor Net Cl ar penin 4.06Heigg231/8" Black interior Weather Strip package Permit dated 5//3/2021 for this project. It is my opinion that the design meets Licensed 41127 Ultimate Double Hung G2 Net Clear Opening:4.06 SgFt Orin: j Performance Information Bark Exterior Weather Strip Package AAMA/WDMA/C5A/101/1.5.2/A440.08 flandardenfrtgz6l/4"x447/g" OEIRl,bbedBronzeSashLack `"'"`�� `�� the structural requirements of the New York State Building Code for Standard CN Wath 20 U-Factor: ce ` LC-PG 501149X2223 mm(45.3x87.5 in) Scar Hcat Gain Coefficient:0.44 Oil Rubbed Bronze Top Sash Strike Plate Assembly Color Y,>;i i ",i,--; ill,; P LC-PG50 DP+50-50 Glass Add For All Sash/Panels Retattable5«een - Residential Construction (IRC 2018). FL17635 s Top Sash Conde Lignt Transmittance:U5 i ,t Cadet Gray Clad Sash Exterior Condensation Resistance:55 Stittened Charcoal Hi-Transparency Fbrgls Mesh .'"`=�'''�c`"�'" .....__......_._._._-_____. .--_.__..__..,..,...._._.,_.__...______.,:_..:.:-..-.:::_-. P Pine Sash Into for N425-1718600001 h-White.Pine .........,., .. .... ... ...._.. ..._. _._..___--._-._... ...-...__................_.._.._.._.-. _ _.._ ......,__.___- Printed ' • CPD GYS�g NAR ............ ... .:::-:.:.::., .-.- IG NER T':''.;ir„ i'.r..a•:':.y E ai rete .n Black Screen'La°ch rs E• Line#2 MarkUnit:KITCHENS0UTH1.2 Net Price: 1,203.0 LowEiw/Argon PerfarmanceGrade Black Pull " • (� NOT �II II �d Licensee DMA( Black Pde Weather Strip 1� y- l t In 1S Se t :2 _ Ext.Net Price: USD 2 406.1999111 Black Perimeter and Spacer Bar demonstrated this t .__ _-_... ....____......._..-.� 49/16"lambs --- 718"SOL-With Spacer Bar-Black HAMA/W'L'MA/CSA/1O1j1.5.2(A4;0�0$ The drawings LC-Pe5O 1149X2223 nim Nailinge: i Rectanguar5pdcialCut2W1H 1 5.3N87.Sin) ,r,:;::,,: .,: _, ,.,,,,, ery ruly yours, Cgee y g u - -Note: UnitAva:IabilrtyandPriceisSubjecttvChange of construction documents have been Cadet Gray Clad Exterior Cadet Gra Clad Ext-Primed Pine Int I.C.PGSO OR+501-50 •-, i; - MARVIN::y Primed Pine Interior O ee Interior Glazing Profile FL17'35 "'�'" Ultimate Double Hung G2 Bottom Sash - Rough D enin 301 4"X 50" F It. p g ( Cadet Gray Clad �'�`'»�%`<`'% } .^•"„ 3 designed b Dan Costa and reviewed StanT6rrd CN Width 24 Primed Pine sash Interior i Line#5 Mark Unit:GARAGE G.2 j j- Net price:I 1,165.08: ..... ., ;ci::,i:',;'.�=, r ' J Q }+' g y As Viewed From The Exterior IG 1 Cadet Gray Clad Sash Exterior " II Qt _1.. Ext.Net Pace:�I USD 1,165.08; .r s ,,,µ„". '"`ms �""" +'4r 0}'{}I'j v Low El w/Argon �......_ -.__.._.__._.___.._ -_ _..__ __..1.,_,____.__._..-:::..::::::::.:.:::.::_::., c s 3 b 360 Design Plus LLC. To the best M0253/4 X445/8' ............. s .� ,a p IG Primed Pine Sash Interior J FS 25 1/4"X 44 3B" Black Perimeter and Spacer Bar Lo Reg"SOL-With$Special rW Back ,"" a of our knowledge the drawings meet 3/8- go 261/4"X 44 7/8" p Cadet Gray Clad Exterior Low eimArgon Rectangular ectalCut2WIH MARVIN _ r ? Egress Information g V Ultimate to Do Interior Fimsh-Designer Black•Pire interior Charles C. Brown P.E. "' :"`►` !° Bac Perimeter andSpacer 8ar y' UlumateOoubleHun G2 r Wif,p ;,;•7t i; the existing building code, if an Cadet Gra lad Ext-Primed Pine Int 4 Y Wroth;2121(32" Height:151/i6" 6 g g Y 7/A"SDL-LYrth Spacer Bar•Black Net Clear Opening:2.27 Sq Ft Ogee Interior Glazing Profile Rough Opening 321(4"X57" President " £ • ®, Il C- r 3,xir_w<s a e w Accepted: Processed on:4/30/20214:51:16 PM Page3of15 Accepted: Processed on:4/30/20214:51:16 PM Page4of15 Accepted: Processed on:4/30/20214:51:16 PM Page 5of15 discrepancies are found before or OMS Ver.0003.08.00(Current) OMS Ver.0003.08.00(Current) OMS Ver.0003.08.00(Current) `°+ ' v�' duringconstruction lease contact the r ?OFES1511 on P architect immediately. OMS Ver.0003.08.00(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN Product availability and pricing subject to change. KAELIN OMS Ver-0003.08.00(Current) KAELIN Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN Quote Number:4BHVZ26 Quote Number:48HVZ26 Quote Number:48HVZ26 Standard CN iWidth 26 U-Factor:0.31 Black Gliding Block/Seal Top Sastre I Pavud Interior Finish-Designer black Pine Sasn interior I Solar Heat Gain Coefficient:0.43 Oil flubbed Bronze Retractable Screen Pull Handle Cadet Gay Clad Sash Exterior Visible Light Transmittance:0.48 4 9/1'0"Jambs i low El w/Argon Painted Interior Finish-Designer Black•Pine Sash Interior Condensation Resistance:57 Nailing Finimeterand L� `-^ [1IG CPD Number:MAR-N-343-24554-00001 -Note: Unit Availability and Price is Suoiect to Change I Bar Low EI w/Argon I 7/8°SOL,-,With Spacer Bar SpaceB Black Performance Grade O j Blark Perimeter and Spacer Bar Rettangular-Speaal Cut2W3H Licensee#922 -(- 7/8"SOL-With Spacer Bar-black Cadet Gray Clad EM-Painted interior Finish-Designer Hack- AAMA/WOMA/CSAJ301(L5.2/A440-11 1 PMe Lit Rectangular-Special Cut3W2H LC-PGSO 1016X3197 mm(40X47.13 in) I I 0 ce Interior Glazing Profile Cadet Gay Clad Ext-Paurtetl Interior Finish•Ddsigner Black- LC-PG50 DP+50/-50 f Standard Bottom Rail Pine In FL10323 f� Ogee Interior Glazing Profile ( Blade weather Strep Bottom Sash Covers Cadet Gray Clad Sash Exterior = . .--- - .-. -_'_ Painted Interior Finish-Designer Black-Pine Sash Interior Llne#7 I Mark Unit:ADDITION G.4 Net Price: 1,226.6 I 49/16' 'lambsd IG-Itire :Lt�t�l�. _ � Ext.Net Price: USD 1.226.6 f -Nate: UnnAvau.,0i y ndPnceisSubject tocn g Nailing Fin ...................._._.......__..-I '• � � ` 'lit aChange -" Low Elw/Argon As Viewed From The Exterior Black Perimeter Bar - MO 313/4"X 56 3/4" Ogee Interior Glazing Profile Mixed Species/Finish muh As Viewed From The Exterior FS 311/4"X 561/2" Black Interior Weather Strep Package MARVIN.;. Cadet Gray Clad Exterior MO 181/2"X 29" p� �. .� O W RO 32 1(4"X 57" Black Exterior Weather Strip Package Painted Interior Finish-White-Pine Interior FS 18",X 28 3/4" Egress Information 01Rubbed Bronze Sash Luck RO 19 X 29 4" Feature Mismatch:Interior Finish Selections. Jf Width:27 21/32" Height:23 3/16" O.1 Rubbed Bronze Top Sash Strike Plate Assembly Color i Ultimate Awning-Roto Operating Egress Information ; Net Clear Opening:4.45 Sq Ft No Screen ', I� /'j', \\� Rough O emit 32 1 4"X 291(4^ Nv Egress Information available. Performance Information 4 9/16"Jambs ( I Jj ` I Frame Size 311/4"x 28 3/4" Performance Information '""'�'"'s ^'i `� '�•' z U-Factor.0 3 Nallin Fin / )-,r)�f Cadet Gra Clad Sash Exterior U-Factor:0.3 Scar Heat Gain Coefficient:0.44 '"Note: Unit Availability and Price is Subject to Change ! i - Painted Interior Finish.Designer Black-Pine Sash Interior Solar Neat Gain CeefliuenC 0.43 ❑ ble Light Transmittance:OS i IG.3/4" Visible Light Transmittance:0.49 Condensation Resistance:55 I I �{(\ Low El w/Argon Condensation Resistance:S7 UJ ui CPD Nwnber:MAR N-42517186-00001 ; W-� Black Perimeter and$Parer Bar CPD Number MAR-N-3 4 3-2 1708-0000] (^'� ENERGY STAR:N - 7/8"SDL-Vyrth Spacer Bar-Black ENERGY STAR.N 1 1 UJ Performance Grade i Cadet r Rectangular lad Et Special Cut 4W3H Performance Grade Licensee#1127 DMA/ ❑ Cadet Gray Clad Ext-Paintd Interior Finish-Designee Stack- Licensee DM /\ AAMA/WDMA{CSA/301/LS.2/A440 08 yi Pine lnC AAP tA(WDMAJCSA/107j1.5.2/A440-11 LCGPG501149x2223 mm(45.3X87.5 m) / Ogee Interior Glazing Profile LC-PG50 1016XI 197 mm(40%47.13 in) < U n LC-PGO OP+SO/50 Standard Bottom Rail LC•PG50 DP 50/-50 FL17635 A8 Viewed From The Exterior Black Weather Strip FL10323 MO 313/4"X 29" Oil Rubbed Bronze Folding Handle -_::::�_.__._...._ ._,_:,....... - ... _._,- :::::-_:::::::::-_::-__- ----:-_-=-----" - inn.Lock FS 311/4"X 28 3/4" Oil Rubbed Bronze Multi Point _= R0321/4"%291/4" Stainless steel Hardware i ljne#9� Mark Unjt:ADDITION G.6 1 Net Price: 615.600!1 Line#6 Mark Unit:MASTER BATH G.3 �(�Net Price:rrff ,,(((( 1,292.7( I IIr II lull Egress Information Interior Wood Screen t t .1 I Ext.Net Price' USD 1 292 7 No egress Information available. Charcoal Hi-Transparency Fbrgls Mesh Rt_ .._. � - �_ Ext.Net Price:`.i_USD it _ _615_.60;; --. ---- Q CV N w Performance Information Painted Interior finish•White-Pme -J >_ U-Factor:0.3 Ogee Interior Screen Profile Mixed Specie s/Finish Solar Heat Gam Coefficient;0.43 49/16"lambs Cadet GraMixed y Exterior � v^, MARVIN Cadet dray Clad Exterior MARVIN painted Interior Finish-White-Pine Interior Visible Light n Resistance: 0.49 N No e: -- Painted Interior h!Int Whne-sh interior Condensation Res;lance:57 "`Note: Unit Availability and Price is Subject to Charge ! Feature Mismatch:Interio,Finish 5riections. Feature Mismatch!Interior finish Sdisctions. CPG Number:MAR-N-343-2170800001 I Ultimate Awnui Stationary Ultimate Awning-Roto Operating g' Y I 1 i CNERGV STAR:N rU_ tet lot CN 3032 1 Frame Opening 12 X 28 3(4"3/4" Performance Grade Cadet Gray Rough Opening 31"X 315/8" Sash i Frame Size 30"X 311/8"Sa AAMA/WDMA/CSA/101/I.S.2/A440-11 Painted Interior FnahE%Uesfgner Black-Pine Sash Interior Cadet Gray Clad Sash Exterior LC-PG5U 1016X1197 mm(40X47.13 in) -'---"' iG 314„ O Painted interior Finish-Designer Black-Pme Sash Interior IC-PG50 OP+50/-50 / to El FL10323 ` Bleck Perimeter and Spacer Bar / Lvw El w/Argon P (( 1 Black Perimeter and Spacer Bar I 718 SOL-With Spacer Bar-Black i I 718"SOL •With Spacer Bar-Black -- Rectangular-Special Cut 1W3H I / Rectangular-Special Cut 2WIH Line#8 Mark Unit:ADDITION G.5 j Net Price: 701.48 I Cadet Gray Clad Ex[-Painted interior Finch-Designer Black Cadet G ray Clad Ext-Painted Interior Fmsh-Designer Back- t 1 Pine L•n[ y/ Ext.Net Price:. USD 701.48 n I _ 1._....::_:...: - -_-.-- I Pine Int -- -......... ..........__.._ I Oaee Interior Glazing Profile Cgee Interior Glazing Profile E-1- Stand Bet to Rail , i --- ------' Standa;rd Bottom Rail MARVIN Mixed SpeaestrFailsh ---------- Black weather Strip As Viewed From The Exteriar Black Weather Strip Cadet Gray clad Exterior Rs sewed rom if 'terior So i Wood Covers MO 301/2"X 313/8" Oil Rubbed Bronze FoldingHandle Painted Interior Finish-White-Pine Interior 4 9/16"lambs MO 12 1/Z"%29" FS 30"X 311/8" Oil Rubbed Bronze Multi-Point Lock Feature Mismatch:Interior Finish Sulections. Nailing Fin f5 12"%28 3/4" go 31"X315/8" Stainless Steel Hardware Ultimate Awning-Stationary RO 13"X291/4" "'•Note: Unit Availability and Puce:s Subject to Change Retractablecreen SRough Opening 19"X 291/4" Egress Information Standard CN Width 18 Egress information Stiffened Charcoal Hi-Transparency Fbrgfs Mesh frame Site 18"X 2g 3 4' No Egress Information available. Pe forma Information available. Painted Interior Finish-White-P,ne / g Performance Information ormation Cadet Gray Clad Sash Exterior Performance Performance Information is currently Accepted: Processed on:4/30/2021 4:51:16 PM Page 6 of 15 Accepted: Processed on:4/30/20214:51:16 PM Page 7 of 15 Accepted: Processed on:4/30/20214:51:16 PM Page 8 of 15 - OMS Ver.0003.08.00(Current) OMS Ver.0003.08.00(Curren[) OMS Ver.0003.08.00(Current) ISSUED FOR: Orv1S ct availability 0(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN OMS Ver.0003.08.00(Current) KAELIN PERMIT Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN Product availability and pricing subject to change. KAELIN Quote Number:4BHVZ26 Quote Nuriber:48HVZ26 - Quote Number:48HVZ26 unavailable in the OMS for this product and glazing option.To request product performance - Tempered Low E3 unavailable in the OMS for this product and information not in the OMS,contact your Marvin Black Perimeter and Spacer Bar glazing option.To request product performance 7/8"SOL-With Spacer Bar-Black representative or submit an Assistance Request. represatwnnot e or the GMS,Assistanceontact Marvin REVISION DATE: ALTERATIONS TO DRAWING: I Rectan RectangularSpecial Cut 2W'3H Performance Grade Cadet Gray Clad Ext-Painted Interior Finish-Designer Black- Performance GrandeAAMsubmit an Assistance Request. Licensee#921 Pine Int Licensee#921 LC-P 50 016X11A/3 m(4,.2/7443 in) -- Cgee Interior Glazing Profile AAMAJWDMA/CSAj101/1.5.2/A440-11 LC•PG50 OF,.X1197 mm(40X47.13 in) i Standard Bottom Rail LC-PG501016XII97 mm(40X47.13 In) LC-PGSODP•50/-so I 5/3/2021 FOR PERMIT FL10323 i j 81acx Weather Strip LC-PG50 DP 50/-50 I Solid Wood Covers FL10323 4 9/16"larvas .,- i NaiLng Fin Line#10 MarkUnit:ADDITIONG.7 - NetPnce - 1,263.1 "'Note: Units with CapillarytubeswillnothaveArgongas. __ Ext. "'Nord: UmtAvauabilityand PnceisSubjeutoChange Project Subtotal Net Price:USD 17,560.56 Ext.Net Price; USD _1,263.1__ Sales ax:USD 0.00 Mixed Species/Finish Project Total Net Price:USD 17,560.56 MARVIN Cadet Gray Clad Exterior As Viewed From the Exlerlor Painted Interior finish-White-Pine Interior M019 1/16"X 29" Fro bh Opening! Filature Mismatch:interior Finish Selections. FS 1g 9116"X 28 1/4 mare g-Rot°Operating RO 19 9/16"%291/4" \, Name Size 32 3 1"X 2 3291/4" Egress information 3/16"X 28 3/4" No Egress Information avafable. Cadet Gray Clad Sash Exterior Panted rPerformance Information PHASE: _ _ Interior Finish-Designer Black-Phte Sash Interior U-Factor:0.32 eat / I ow El w/Argon V sidle Light Transmittance;smittance; 0.4g --- F- c-- Black Perimeter dna Spacer Bar Condensation Resistance:54 CONSTRUCTION CPD Number:MAR-N-343-21705-00001 i C del Gray Spacer Bar Black ENERGY STARGr DRAWINGS \\\\ Rectangular-Special Cut 4W3H Performance Grade Cadet Gray Clad Ext•Painted Interior Finish-Designer Black- Licensee#921 ............. i.___..._.. ..........._�I.._..__.__ Pine Int Ogee Interior Glazing Profile AAMA/VVDMA(CSA/IUl/I.5.2/A44011 A9 Viewed From The Extenor " Standard Bottom flail LC PGSO 1016%1197 mm 140x47.13,n) MO 32 11/16"X 29" Black 4Jieather Strep LC PG5U DP+50/-50 FS 32 3/16"X 28 3/4" Oil Rubbed Bronze Folding Handle FL10323 go 33 3/16"x 291)4" Oil Rubbed Bronze Multi-Point Lock DRAWING NAME: Egress Information Stainless Steel Hardware interior Wood Screen l SCHEDULES No Egress Information available, Line#12 'Mark Unit:ADDITION G.9 Net Price: 615.60 I Performance information Charcoal Hi-Transparency Fbrgls Mesh I( 1I�°�``"- U-Fattdr.0.3 Painted lm,eriurfinish-white-Pine QiY:1 � __ _._-____._ ___Jf -EXt.Net Price: USD I 615.60. - Solar Hcat Gain Coefficient:0.43 Ogee Interior Screen Profile 4 9/16"Jambs Visible Light Transrury ance.0.49 Mized Species/rirish Nailing Fin Cadet Gray Clad Exterior Cundensatwn Resistance:57 MARVIN.,,;: CPD Number:MAR-N-343.21708.00001 -Note; Unit Availability and Price is Subject t°Charge Painted Interior Finish"White•Pine Inter.or ENERGY SrAR:N Feature Mismatrh:interior Finish Se:ectkm,, Performance Grade �, r Ultimate Awning-Stationary Lrdmee 4921 ! Rough Open.ng 13"X 291/4" AAMA/WDfvtA/CSA/1OI/I.S.2/A440.11 i I Fame Size 12"X 28 3/4" LOAG50 OF,-X3197 mm(40X47.13 io) I Cadet Gray Clad Sash Exterior 2115 328 AVENUE B FL10323 DP+SO/SU ----"I Painted Interior Finish-Ddsigner Back-Pine Sash Interior JOB #: FL10323 i I IG-3/4" u Low El err FILE NAME: Black Perimeter and Spacer Bar (L�i�n #11 1 Mark Unit:ADDITION 6.8 Net Price: 763.04 ____ 77/8"SOL-With Spacer Bar-Black ' {.-1_-_--::::::::::-�`-- -- CICe: USD 763.04 I Grey Clad Et Special Pa nt d ICut nterior Noish-Designer Black- : -_.._._.._.._..;.- :_.-._,.-.......... Ext.Net P Rectangular .......................... ................................._.__._...._._.._._._ � Pine In[ DRAWN BY: D. COSTA DATE: 5.3.21 i Ogee Interior tying Profile CHECKED BY: D.A.N. SCALE: AS NOTED Mixed Speaes/Finish i Standard Bottom Rail MARVIN.,, Cadet Gray Clad Exterior _ _..._- Black Weather Strip Painted Interior Flnistt-White-Pir.e Interior As Viewed Fmm The Exterior Solid Wovd Covers Feature Mismatch;Interior finish Selections. MO 12 112"X 29" 4 9/16"lambs Ultimate Awning•Stationary - Rough Opening 19 9/16"X 29 iJ4" F512"X 28 3/4" Nailing Fin Frame Size 189/16"%283/4" R013"X291/4" Nord: UnitAvailability and Price is Subject to Change .FRED^ SHEET: Cadet Gray Clad ExteEgress Information THIS DOCUMENT INCLUSIVE OF THE IDEAS Painted Interior Fni,,nish-Designer Black-Pine Sash Interior No Egress Information available. , V I IG-3/4" Performance Information AND DESIGNS INCORPORATED HEREIN, IS ti\ n�ti Product Performance Information is currently 0 Pae 9 of 15 � n Accepted: Processed on:4/30/2021 4:51:16 PM gAccepted: Processed on:4(30/20214:51:16 PM Page to of 1s Accepted: Processed on:4/30/20214:51:16 PM FURNISHED AS AN INSTRUMENT OF Page Il of 15 CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE A1. 4OMS Ver.0003.08.00(Current) -i OMS Ver,0003.08.00(Current) OMS Ver.0003,08.00(Current) DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN - i TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS �''L=``* '; PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT ��` 40399 ��