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Home My WebLink About48197-Z s TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY f 4P 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 #: 48197 Date: 8/23/2022 Permission is hereby granted to: Oz LLC 3801 Kennett Pike Ste 304 PO BOX 4079 Greenville, DE 19807 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: Whistler Ave. Fishers Island SCTM #473889 Sec/Block/Lot# 9.-10-20 Pursuant to application dated 6/27/2022 and approved by the Building Inspector,. To expire on 2/22/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $441.20 CO-ADDITION TO DWELLING $50.00 Total: $491.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT 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 rr" �, Er ll PERMIT NO. Building inspector: [I , JUN Applications and forms must be filled out in their entirety. Incomplete n. 1 applications will not be accepted. Where the Applicant is not the owner,an, TO&3U@CDIG VG i "i"i'- Owner's Authorizatiorlformj(Page 2)shall be completed. �%S OF SC.?(,fiiqt�jLrj IN n� Date:22 May 202 OWNER(S) OF PROPERTY: Name:OZ LLC c/o Family Office Solutions SCTM#1000-009 - 10 - 20 Project Address:855 Trumbull Drive, Fishers Island, NY Phone#:(302) 426-4911 Email:claris3@aol.com MailingAddress:P.O. BOX 4079, Greenville, DE. 19807 CONTACT PERSON: Name:Sam Fitzgerald Mailing Address:15 E. Putnam Avenue, #234, Greenwich, CT 06830 Phone#:8601-287-3808 Email:sam@sfapc.net DESIGN PROFESSIONAL INFORMATION: Name:-Sam Fitzgerald Architect, PC Mailing Address:15 E. Putnam Avenue, #234, Greenwich, CT 06830 Phone#:860-287-3808 Email:sam@sfapc.net CONTRACTOR INFORMATION: Name:c/o Owner Mailing Address: Phone#: Email:. DESCRIPTION OF PROPOSED CONSTRUCTION - ❑New Structure WAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:. ❑Other $100,000 Will the lot be re-graded? ❑Yes ig No Will excess fill be removed from premises? ❑Yes ONo 1 Building Ike partment A plication AUTHORIZATION (Where the Applicant is not the Owner) residing at 'Fri /£ (Print property owner's name) (Mailing Address) 6 6o* SAm� , W• ,� do hereby authorize (Agent) LO to apply on my behalf to the Southold Building Department. 0*-� A, /J,*-90�n - I// (Owner's Signa re) U (Dat96 PAM't V X. JWA JjQ (Print Owner's Name) Generated by REScheck-Web Software JCompliance Certificate Project Braga I Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 135 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 855 Trumbull Drive Oz, LLC Sam Fitzgerald Architects PC Fishers Island, New York 06390 PO Box 4079 15 East Putnam Ave. Greenville, DE 19807 Greenwich, CT 06830 860.287.3808 sam@sfapc.net Compliance: 39.8%Better Than Code Maximum UA: 216 Your UA: 130 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. EnvelQpe Auparrlblies Gross Area Cavity Cont. Prop. Req. Prop. Req Perimeter Ceiling: Flat Ceiling or Scissor Truss 680 30.0 21.0 0.020 0.026 14 18 Wall:Wood Frame, 16"o.c. 325 21.0 21.0 0.025 0.060 7 16 Orientation: Front Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Front Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Front Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Front Window:Vinyl Frame SHGC:0.31 11 0.300 0.320 3 4 Orientation: Front Window:Vinyl Frame SHGC: 0.31 8 0.280 0.320 2 3 Orientation: Front Window:Vinyl Frame SHGC: 0.32 11 0.280 0.320 3 4 Orientation: Front Project Title: Braga Report date: 08/05/22 Data filename: Page 1 ofll Gross Area Prop. Prop. Assembly or Cavity Cont. Wall 1:Wood Frame, 16" o.c. 250 21.0 21.0 0.025 0.060 5 12 Orientation: Left side Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Left side Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Left side Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Left side Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Left side Wall 2:Wood Frame, 16" o.c. 120 21.0 21.0 0.025 0.060 3 7 Orientation: Back Wall 7:Wood Frame, 16" o.c. 320 21.0 21.0 0.025 0.060 8 18 Orientation: Back Window:Vinyl Frame SHGC: 0.31 8 0.280 0.320 2 3 Orientation: Back Window:Vinyl Frame SHGC: 0.31 8 0.280 0.320 2 3 Orientation: Back Wall 9:Wood Frame, 16" o.c. 175 21.0 21.0 0.025 0.060 4 9 Orientation: Right side Window:Vinyl Frame SHGC: 0.32 11 0.280 0.320 3 4 Orientation: Right side Window:Vinyl Frame SHGC: 0.32 11 0.280 0.320 3 4 Orientation: Right side Wall 3:Wood Frame, 16" o.c. 90 21.0 21.0 0.025 0.060 2 5 Orientation: Right side Wall 4: Wood Frame, 16"o.c. 320 21.0 21.0 0.025 0.060 7 17 Orientation: Front Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Front Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Front Window:Vinyl Frame SHGC: 0.31 11 0.300 0.320 3 4 Orientation: Front Wall 5: Wood Frame, 16"o.c. 175 21.0 21.0 0.025 0.060 4 9 Orientation: Left side Door: Glass Door(over 50%glazing) SHGC: 0.24 10 0.300 0.320 3 3 Orientation: Left side Window:Vinyl Frame SHGC: 0.32 10 0.280 0.320 3 3 Orientation: Left side Wall 6: Solid Concrete or Masonry 200 9.4 9.4 0.054 0.087 11 17 Orientation: Back Window:Vinyl Frame SHGC: 0.31 4 0.280 0.320 1 1 Orientation: Back Wall 8: Solid Concrete or Masonry 173 9.4 9.4 0.054 0.087 9 15 Orientation: Back Project Title: Braga Report date: 08/05/22 Data filename: Page 2 ofll i Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window:Vinyl Frame SHGC: 0.31 4 0.280 0.320 1 1 Orientation: Back Floor: Slab-On-Grade(Unheated) 94 4,280 0.360 0 0 Insulation depth: 4.0' Compliance Statement: The proposed building design described here is c dans,specifications,and other calculations submitted with the permit application.The proposed buildin a + the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r i int I in h eck Inspection Checklist. I�J ex Name-Title Signatur Date 0, 0293 IN ON Project Title: Braga Report date: 08/05/22 Data filename: Page 3 ofll N/F GREGORY LANG VACANT LAND / I N / 4 F Q 0 l X'\,,,,,,,,,APPROXIMATE LOCATION SPIKE Qp; � -''� nT+ OF 4"WATER MAIN N 08'02'00'E J ko cl 0��, e`MH SPIKE (FOUND) 'I,ti'�' 4 5:26.01 �Sr a; MH W:5564"10 �GSR '� 0,cos WATER METER ocl-\41 SING POLE —A #068 �/ � "..,� r✓y,,.r _APPROhIMA'fE SEWER 9y�Sv��+ .:" LOCATION 5:87.19 ctr W:5,53.5.35 /V qct A z a 1 a� r a. � 1 S:7 77.70 61' v+a W:5492.82 e W ss DRILL GAP55 HOLE (FOUND) GO�G,��KE / QUALITY CONTROL CERTIf7CATI0N GROUP REVIEWED DATE PROJECT MANAGER ENVIRONMENTAL STRUCTURAL A.RCH61ECIURAL � _ /000- 9. - /0 -07-0 ss� GENERAL NOTES S 1. The contractor shall furnish and install all TABLE R301.2(1) items unless otherwise noted. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 2. The contractor shall verify all dimensions and Ground Seismic SUBJECT TO DAMAGE FROM Winter ice shield job conditions, All discrepancies shall be Snow Wind Speed Design Frost line Design Underlay Flood brought to the attention of the architect. The Load (MPH) Category Weathering Depth Termite Decay Temps Required? Hazzard contractor shall be solely responsible for Slight F_ 45 120 B Severe 42" To Heave Moderate 11B Yes N/A visiting the job site and obtaining all correct 3/;t ;I- information for the completion of the contract. a. All dimensions locating exterior walls are TABLE 402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT to outside face of stud unless notedotherwise, CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL b. Dimensions locating interior walls are to ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE SPACE WALL rough framing or centerline of rough R-VALUE R-VALUE R-VALUE DEPTH R-VALUE opening unless noted otherwise. 4 0.35 0.55 49 21 8/13 19 10/13 10,24" 10/13 3. In the event that certain details of the construction are not fully shown or noted on the drawings or called for in the specifications, NAILING SCHEDULE their construction shall be of the same size and character as for similar conditions which Joint Description Number-Type of Nails Nail Spacing are shown or noted. Bottom plate to floor,band,end rim joist or blocking(face nailed) 3-16d(1,2) Per foot 4. The contractor agrees to assume sole andcomplete responsibility for job site conditions Joist to sill,top plate or girder(toe-nailed) 6-8d Perjoist during the course of construction of this project, including safety of all persons and Blocking to joist(toe-nailed) 3-8d Each end property. This requirement shall apply Blocking or sill or top plate(toe-nailed) 5-16d Each end continuously and shall not be limited to normal working hours. The contractor further agrees Ledger strip to beam(toe-nailed) 5-16d Each joist to defend, indemnify and hold design Joist on ledger to beam(toe-nailed) 5-8d Per joist professional harmless from all liability, real or alleged, in connection with the performance of Rim to joist to joist(toe-nailed) 5-16d Per joist work on this project, excepting liability arising Rim to joist to sill or top plate(toe-nailed) 3-16d Per joist from the sole negligence of the designprofessional. 5. Only working drawings stamped "Issued for Construction" are permitted to be used for N 08°-02'-00" E N 67°-46'-00" E 91 .90' construction of this project. All other drawings 5.43' - — — — — — — — - - - - - - — o w are obsolete and are not permitted on the job Q EDGE OF ROAD site. Contractors using incorrect drawings are `n }' 12' RIGHT OF WAY solely responsible for all work not performed in — — — — — — — — — — — — —�— — — — — EDGE OF ROAD accordance with the drawings issued for construction. 6. Manufacturers installation instructions for all pondtracctor foruseb the owner.ep site by the y PROPOSED NE-STORY REMOVE EXISTING 7. Contractor shall provide all tools, materials, FRAME ADDI ION I 2ND FLOOR DECK labor and equipment necessary to provide a I / EXI ING 2 STORY IN ITS ENTIRETY complete installation of the work described in FRAE RESIDENCE these drawings. UJ 1-011 '/ 8. Drawings are not to be scaled in the field. 0 19 Written dimensions take priority. LU U_ 391-311 9. General contractor and all sub-contractors 41- Y 20'-9" EXISTING shall be familiar with all drawings for project. cv DECK o Information for all trades appears on sheets. O POLE o 10.Sam Fitzgerald Architect, PC (SFAPC) shall I m retain all pt _ — — _ common law rights with regard to these plans Cand the building design depicted in therein. J third Any reproduction, change or assignment to a`Z 15 RIGHT OF WAY I Addition d Renovationto : C (NOT PASSABLE) obtaining rthe conty sent of SFAPC,not occur without first r POLE ALLOWABLE Sam Fitzgerald Architect, PC 8bp�2m5 i r mbn . 11 Dr. er 1 BUILDING U I V AREA1 ��01-011 I o 15 E. Putnam Ave.,#234 FRONT Greenwich, CT 06830 o YARDI 00 h le I d 860.287.3808 O NAms I E[Aelftl NY 07 9 samC�?sfapc.net N � - I C/ L? 'I \ U-1 I 35'-011 M LU REAR YARD SCOPE OF WORK PROJECT DIRECTORY DRAWING REVISIONS Cl. Z 1 o 1. Remove existing wraparound decks. OWNER: ARCHITECT: U-1 i 2. New one story addition on west side of house with roof deck. 0 0 3. Remove roof on existing sun porch. Rebuild as a flat roof. OZ, L.L.C. Samuel W. Fitzgerald "I o 4. Interior renovation per plan. c/o Family Office Solutions Sam Fitzgerald Architect, PC 0 0 >_ P.O. Box 4079 15 E. Putnam Avenue L0 I— Greenville, DE 19807 Greenwich, CT 06830 O (860) 287-3808 DRAWING ISSUE U_ S H E ET I N D EX 1 2/16/22 PRICING CONTRACTOR: ENGINEER: A0.0 SITE PLAN;PROJECT INFO c/o Owner CME Engineering S 67'-13'-00" W 87.47' D1.0 DEMOLITION PLANS 333 E. River Drive, #400 A1.0 PROPOSED FLOOR PLANS East Hartford, CT 06108 CONCRETE WALK A2.0 EXTERIOR ELEVATIONS&SCHEDULES (860) 290-4100 GRASS GRASS S1.0 GENERAL NOTES AND TYP. DETAILS Contact: Richard Strouse S1.1 FOUNDATION AND SHEAR WALL KEY PLANS ADDITION AND RENOVATION S1.2 SECOND FLOOR, LOFT&ROOF FRAMING PLANS I hereby certify that these plans were prepared under my direction and to the best OZ LLC WHISTLER STL E R AVENUE S2.1 CROSS SECTION NEW/EXG - CONCRETE CURB of my knowledge and-belief conform to the applicable Building Codes and Ordinances. , S2.2 SECTIONS " s^v,'xa_,. 855 TRUMBULL DRIVE, FISHERS ISLAND, NY Sheet Title SITE PLAN; PROJECT INFO Samuel Wk. gerald ` a Date NY License° d99r1; �; ' ��. � �:�„ Date SITE PLAN ,tl�:`� -. ` - a .; E C� F W p 1oio4i2o21 �`''..�`_` �.F.:!�`� � Project 1 SCALE: 1/16" - 1 -011 JUN 2 7 2022 � bo-000 ,j; r_�� scale AS NOTED y® BUILDING,DEM' TOWN'0F S0U i:;.,Li) -----------------------------------------------------------------------------I --- _ --------- I i -------------- p ❑ ❑ ❑ i it i 1 REMOVE EXISTING WRAPAROUND �I EMOVE EXISTING WRAPAROUND III DECK IN ITS ENTIRETY REMOVE SPIRAL STAIR. Ili I DECK IN ITS ENTIRETY 1 PREP TO FILL IN STAIR it 1 I III OPENING WITH NEW Ili II FRAMING. Ili I III ______ ______ III - ------� _____�♦-------------- ------ -- -- --_ -_- \♦ /1 �i / 1 I I ♦ 1 , ♦ III III ♦\� �/i I , 1 y, I I1 I / ��,`♦I�� \` iii - I I `y `\(j' I % .' q l i l %—�♦ I r---i I 11 1 I113 I I 1 j -'i 1 I I III 1 1 1 ♦ x.11 I I I I 1 ¢ �' ; ;1 I I ♦ 1 ♦♦ u I I I I I I +\ KITCHEN I / , III I ♦ � a I F 104 BATH 1 �IL— I I 105 ii /' II _ I I II I �_—----— _--n- - - - - - - - -- - - - - I I L L I 1 I I - ---- I 11 I 11 I I I I 1 I 1 I INE OF LOFT ABOVE I 1 I I T 11 �-�- III I I I I I I 1 I I 1 1 I I I 1 11 � I I I III I I I I I I I I I I I 1 I I I 11 />1 I I I It r' III I I I I I I I 1 1 I � I � IiItI III 11 I1I III-------I�I, I I I I I 1 I ----- F 1 _L--.L-J-- - 11 /----------- -T--r-T-n--r- LIVING ROOM - III I I I I I I I I I II I r —rte--r-T-� 103 111 I I I I I I I I I I I I 1 OPEN SPACE 113 1 1 I I I I I I I III I I I I I I I I I I III 11 1 I I I I I I III I I I 1 11 I I I I II 103 I 1 1 I I I I I I I 1 1 I 1 11 I I I I II I 1 1 I I I I I _---- 1 1 I I I I I I 1 EMOVE STAIRS.FRAMING CONDITIONS_ J--L_1__L.._l I I III 1 f----------I------------ j AFTER DEMO.SHORE AS t NECESSARY. PLAN LEGEND t � III III ` I III I I I I ♦IJ / II. III I I 1-----REMOVE FRAMING FOR NEW III I CLOSETREMOVE FRAMING FOR NEW III I I I I 1 I - � STAIR LAYOUT.SHORE AS III I STAIR LAYOUT,SHORE AS REQUIRED, i 106 � a REQUIRED. REMOVE FLOOR FRAMING IN THIS AREA IIIiii i i i i� i ,��♦ III I i I ----J L1 __ / ♦♦ i i i EXISTING CONSTRUCTION TO REMAIN 113 L_ L ---------- ------ ------- I ; `♦ I IR T F� ,�;' i i -------- EXISTING CONSTRUCTION TO BE REMOVED I \\\ I I� I I ♦♦ \yi' I I EMOVE MASONRY BEARING \ I III I I \♦\ I I WALL.ADEQUATELY SHORE i \♦ I 11 1 I i ♦�♦\ I I DURING DEMO.SEE FRAMING PLAN FOR REPLACEMENT BEAM. I I I I /' ,♦♦ I jll I �� I I 1i1 ,' �`♦ i iiiI�'— j ENTRY i i SUN ROOM EMOVE DECK 101 102 I j `♦ I I � Ili t l 111 I 1 ----- ----- ----- ----- ----- ----- ----- ��---------------------------- - --------------------------- 'Vv---REMOVE - - EMOVE EXISTING ROOF. L�====__—____=: 1 PREP FOR NEW FLAT ROOF. SEE ELEVATIONS. MEZZANINE: DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN 3 SCALE: 1/4" = 1'-0" SC2 ALE: 1/4" = 1'-0" SCALE: 114" = 1'-0" Sam Fitzgerald Architect, PC 15 E. Putnam Ave.,#234 Greenwich, CT 06830 860.287.3808 sam@sfapc.net DRAWING REVISIONS DRAWING ISSUE 1 2/16/22 PRICING ADDITION &RENOVATION r� ARCN,T OZ, LLC ot M F1'��O'er 855 TRUMBULL DRIVE, FISHERS ISLAND, NY j Sheet Title DEMOLITION PLANS T ho. 2• y� . Date 10/04/2021 21 �n Project 60-000 Scale D i . 0 AS NOTED WINDOW BATH 2 IWINDOW 14'-6" 11 61-011 r 0 ALIGN OO EO 204 OE I &TOILLEEVT I � wiD I CLOSET � CLOSET � � _ 11'-9" F3 1/2" FLOAT 108 109 _ 3,-71 " OO AUG 1 7 2022 CLOSET LOFT CLOSET CLOSET 00 DEPT. 301 302 303 3/'21 3'-1" 31/2" b 205 = M 8'-1" KITCHEN CABINETS AND ®W ��SHIT[ TD� APPIANCES PROVIDED ,D BY OWNER, :DDERACCESS ONLY O w o��o INSTALLED BY CONTRACTOR KITCHEN O THIS WALL TO BE IN LINE WITH WINDOWBATH 1 a 0 — 1 — 0 — - � 104 DOORS EXISTING MEZZANINE WALL WINDOW 105 30 moo O O � PEN TO BELOW HALL (-0 BEDROOM 1 6 202 107 3'-3" 3112" OA BEDROOM 2 O N470sf 201 _ WINDOW CL OBEY �� 1045sf U m STAIR HALL m ° � O 201 LIVING ROOM EW STAIR.36" LF. 3'21/2" 3 1/2" O HIGH RAILING. 103 \—ROOF DECK OVER NEW ADDITION. DROPPED BEAM,SEE PROVIDE FLOATING REMOVABLEI I I ? WINDOW DECK PANELS.SEE SECTION. �+ FRAMING PLANS. OO AOO AO WINDOW ALIGN FIRST NOSING UP 14R 4'-4" 4'-4" WITH EDGE OF ENTRY EXISTING MASONRY. EQUAL (WINDOW I�WINDOW EQUAL DININC ROOMo 101 CJD 6-10112" EQUAL 6-0" EQUAL TTM7F WINDOW &HOUSE O 5112" EQ. ( EQ. 5112" \—NEWLY-FRAMED ROOF.SEE T WINDOW FRAMING PLANS.EPDM ROOFING. i? 2 WINDOW 12 WINDOW °' I�DOOR I AO A, WINDOW WINDOW 4'-10 112" O 6'-0" O 4'-10112" 15'-9" ( 10 318" 4-2 3/4" V.I.F. PROP OSED MEZZANINE PLAN PROPOSED SECOND FLOOR PLAN PROPOSED FIRST FLOOR PLAN 3 SCALE: '-)" SCALE: 1/4" = 1'-0" PLAN LEGEND 4'-1" 14'-6" 24EXISTING 4x5VENT HAUNCHED SLAB EDGE THROUGH ROOF. AREA OF NEW CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN 4 o�p I- - - - - - -� S NEW PARTITION WALLS 1 Z 3° I _. / 11/2" EXISTING CONSTRUCTION TO BE REMOVED I I o I I / 11/2" LAV I I Z , Sam Fitzgerald Architect, PC LAV i TO CONIC EL. -3" 41-- % I I A2.1 1112" �� 2"� I11/2" 2' EXIST FINISHED FLOOR EL. 0" I b Z 15 E. Putnam Ave.,#234 BATH 2 SHWR � 0� — — — — — — cJ — — — — — N Greenwich, CT 06830 W.C. 5�/ WSHR 3" 204 MONOLITHIC 4"CONCRETE SLAB ON 860.287.3808 CLOSET 3.. / I GRADE WITH HAUNCH THICKENED SLAB I sam@sfapc.net EDGE z W 205 REINFORCED W/6X6 W1.4xW1.4 WWF SEE c� m I FURTHER NOTES AND DETAILS o g I to i � I DRAWING REVISIONS Z I HORIZONTAL GROUND PROTECTION I 2" 1112" w ¢ INSULATION LAYER EXTENDS BENEATH z = FULL AREA OF NEW CONSTRUCTION AND I ,,-REMOVE WALLS AND 1 08/05/2022 PERMIT REVISION 1112" I BEYOND-SEE FROST PROTECTION NOTES I NEW SLAB INFILL / D.W. I GREASE TRAP / SINK / 11/2" 11i2" 3„ -' I L KITCHEN 1/2" 3 104 0 I LAV W.C. 1'o" o DRAWING ISSUE EXIST FINISHED FLOOR EL. 0" Z 1 2/16/22 PRICING SHOWER BATH 1 3„ I I I U N 105 ALL WASTE AND VENT I I PIPING TO BE CAST IRON. — — — — — — — — I I ( I L - - - - - - - - - - - _ — I ro .0 6" CLAY TILE UNDER - - - - - - - - - - - - 0 ti BASEMENT SLAB. HAUNCHED SLAB EDGE ADDITIONS AND RENOVATION 15'-8,/2" NEW TIE INTO CITY SEWER. v CONSTRUCTION EXISTING FOUNDATIOA�CN� OZ, LLC TO BE DETERMINE Fir T855TRUMBULL DRIVE, FISHERS ISLAND, NY Eti• '. ",a ,� D Sheet Title HORIZONTAL GROUNDFLOOR PLANS ' f"` F l r ' ' o PROTECTION INSULATION s ��" �-.�'�'`' LAYER 02�''��y�� DIAGRAM Date 02/16/2022PLUMBING RISER PROED FOUNDATION PLAN Project SCALE: NTS 60-000 4 -SCA = 1Al • O Scale AS NOTED EXISTING TO REMAIN I NEW CONSTRUCTION 16 X I D O O ---- - ------------- A3) EAST ELEVATION _ NORTH ELEVATION WINDOW& EXTERIOR DOOR TYPES 4 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" LA I O O O O O O O NEW CONSTRUCTION I EXISTING TO REMAIN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN 400 SERIES 400 SERIES 400 SERIES 400 SERIES 400 SERIES 400 SERIES 400 SERIES FRENCH DOOR TILT DOUBLE HUNG AWNING CASEMENT CASEMENT MULLED AWNING MULLED AWNING FW027611AL TW21052 AW451 CW16 CW15 A2251 A281 2'-6 118"x 6'-11 5/8" 7-1115/8"x 5'4 7/8" 4'-6 9/16"x 2'-4 3/4" 2'4 318"x 5'-11 7/8" 2'4 3/8"x 4'-11 7/8" 4'-8 1/2"x 2'-9" 2'-7 1/2"x 2'-D 1/8" I O WINDOW & EXTERIOR DOOR SCHEDULE Sam Fitzgerald Architect, PC Mark Frame size R.O. Model No. Qty. Notes Width Height Width Height 15 E. Putnam Ave.,#234 DOORS Greenwich, CT 06830 1 2'-61/8" 6'- 11 5/8" 2'-7" T-01/8" FW027611AL 1 EGRESS 860.287.3808 WINDOWS sam@sfapc.net - — EGRESS 4'-6 9/16" 2'-4 3/4" 4'-71/16" 2'-51/4" AW451 1 EGRESS - C 2'-4 3/8" 5'- 11 7/8" 2'-4 7/8" 6'-0 318" CW16 1 D 2 -4 3/8 4 117/8" 2 -4 7/8 5 -0 3/8 CW15 2 - O --- — E 4'-8112" 21-911 4'-9" 2'-91/2" A2251 2 DRAWING REVISIONS — - C ---_ ----- --- -" F 2'-71/2" 2'-01/8" 2'-8" 2'-0 5/8" A281 1 LiX EXISTING WINDOWS TO REMAIN r F-F - — ---- WINDOW NOTES EXTERIOR MATERIALS SCHEDULE 1. Contractor to provide shop drawings for all windows for Architect approval. EXTERIOR Cedar sidewall shingles to match existing. 2. Contractor to provide jamb extensions as required. CLADDING 1 2/16/22 PRICING WINDOW SPECS EXTERIOR TRIM All to match existing in size, detailing, ---- --- ---- -- MANUFACTURER Andersen finish, etc. -- ---- - -- ----- -- - --- --- EXTERIOR FINISH Clad ROOFING Match existing -- 3-tab ashphalt Lj INTERIOR FINISH - - - ---- - Wood for pain — -- GUTTERS& Match existing -- aluminum. See drawings this -— - JAMB THICKNESS 6 9116" UNLESS NOTED OTHERWISE DOWNSPOUTS sheet for gutter and downspout locations. MUNTINS 718" OGEE -- FOUNDATION Formed & poured in place concrete foundation ADDITION AND RENOVATION WINDOWS 400 Series W/crawl space GLAZING T.B.D. EXISTING TO REMAIN TEMPERED GLASS T.B.D. OZ, LLC. EXTERIOR CASINGS Match existing 855 TRUMBULL DRIVE, FISHERS ISLAND, NY INTERIOR CASINGS Match existing �E A ARc WEST ELEVATION SOUTH ELEVATION HARDWARE FINISH T.B.D. . SCALE: 1/4" = 1'-0" A4 Sheet sheetrltle ELEVATIONS Date 02/16/2022 S do 9 .1 � Project 60-000 V� Scale AS NOTED A4 . 0 GENERAL STRUCTURAL NOTES REFERENCE IS MADE TO DRAWINGS UPON WHICH GNCB CONSULTING ENGINEERS, P.C. WORK IS BASED: ARCHITECTURAL DRAWINGS BUILDING DESIGN LOADS BY: SAM FITZGERALD ARCHITECT, PC 15 E. PUTNAM AVE.,#234 LIVE LOADS GREENWICH, CT 06830 RESIDENTIAL DWELLING HABITABLE AREAS PREPARED FOR: FIRST FLOOR& ROOF TOP DECK 40 PSF RENOVATIONS AND ADDITION SECOND FLOOR SLEEPING AREAS 30 PSF WOOD TO RESIDENCE OZ, LLC SNOW LOADS 855 TRUMBULL DRIVE GROUND SNOW LOAD, Pg =20 PSF 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) FISHERS ISLAND, NY FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps =20 PSF DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT WIND LOADS STRESSES: WIND EXPOSURE CATEGORY: D BENDING, REPETITIVE USE Fb = 1, 035 psi ULTIMATE WIND SPEED VELOCITY= 130 MPH BENDING, SINGLE USE Fb 900 RISK CATEGORY II TENSION PARALLEL TO GRAIN Ft - 575 COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 GENERAL SHEAR PARALLEL TO GRAIN Fv = 180 COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL MODULUS OF ELASTICITY E = 1,600,000 RESIDENTIAL CODE PORTION OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 2 • WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS PER MANUFACTURER'S RECOMMENDATIONS. AND EXISTING CONDITIONS. 3. FOR PLYWOOD WALL SHEATHING, REFER TO SHEAR WALL NOTES. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS UNLESS OTHERWISE NOTED: NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING LAMINATED VENEER LUMBER(LVL) AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO BENDING, SINGLE USE Fb = 2,600 METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, HORIZONTAL SHEAR Fv = 285 WIND AND OTHER LATERAL FORCES. COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 LLLJ 6. DO NOT SCALE DRAWINGS TO OBTAIN INFORMATION. PARALLEL TO GLUE LINE ENSION STRESS Ft= 1,555 FOUNDATIONS 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. �a 1. THE:WOOD FRAME BUILDING ADDITION IS TO BE SUPPORTED ON A CONCRETE SEE TYPICAL DETAIL FOR LVL MULTIPLE MEMBER CONNECTION. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE FROST PROTECTED SHALLOW FOUNDATION, NOT EXTENDING BELOW THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. ] - - - FROST DEPTH,TO PREVENT FROST DAMAGE IN A COLD CLIMATE WITH 8. ANY EXPOSED DECK/PORCH FRAMING TO BE PRESSURE TREATED WOOD. - SEASONAL GROUND FREEZING. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, _ 2. THE: FOUNDATION SHALL BE PLACED ON A LAYER OF WELL-DRAINED, OR OTHER FINISH APPROVED BY ENGINEER. - UNDISTURBED GROUND, OR COMPACTED CONTROLLED STRUCTURAL FILL 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. MATERIAL THAT IS NOT SUSCEPTIBLE TO FROST, HAVING A BEARING VALUE OF 2.5 TONS PER SQUARE FEET. 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. LW 4. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. 5. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT BASE OF HAUNCH. Ulu 6. FOR FURTHER INFORMATION, REFER TO SECTIONS, NOTES AND DETAILS �`�•..` PROVIDED IN THIS PERMIT SET. NAILING SCHEDULE REINFORCED CONCRETE CONNECTION NAILING JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES BRIDGING TO JOIST, TOE NAIL EACH END 2-8d SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH TOP PLATE TO STUD, END NAIL 2-16d AS FOLLOWS: STUD TO SOLE PLATE, TOE NAIL 4-8d WALLS AND FOUNDATIONS 3,000 PSI DOUBLED STUDS, FACE NAIL 16d AT 24"oc DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc 3D VIEW 1 Sam Fitzgerald Architect, PC 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d GRADE 60. CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc PRIOR TO PLACEMENT IN FORM WORK, ALONG EACH EDGE 15 E. Putnam Ave.,#234 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. CEILING JOISTS TO PLATE,TOE NAIL 3-8d Greenwich, CT 06830 CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d 860.287.3808 5. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d infoOsamfitzgeraIda rchitects.com ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN RAFTER TO PLATE, TOE NAIL 3-8d •, POSITIONS INDICATED. BUILT-UP CORNER STUDS 16d AT 24"oc 1358 BOSTON POST ROAD 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE •�� POST OFFICE BOX 8 K BUILT-UP GIRDER AND BEAMS U.O.N. 20d AT 32"oc AT TOP OLD SAICUT 0 0K INDICATED SHALL BE: ( ) � CONNECTICUT 06475 AND BOTTOM AND STAGGERED PHONE:860 388 1224 CONCRETE POURED AGAINST EARTH 3" 2-20d AT ENDS AND AT Consulting Engineers, P.G. GNCBENGINEERS.COM CONCRETE POURED IN FORMS, BUT EACH SPLICE PERMIT SET EXPOSED TO EARTH OR WEATHER: PLYWOOD: UNLESS OTHERWISE DRAWING ISSUE a. BARS#5 AND SMALLER 1-1/2" NOTED b. BARS LARGER THAN #5 2" PLYWOOD FLOOR 7. EPDXY ADHESIVE 70 BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. SHEATHING 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR 3/4"TONGUE AND GROOVE 8d WELDED WIRE SAW CUT 1/2"DIA.ANCHOR PLACE ANCHOR BOLT ENGINEER'S REVIEW PRIOR TO SCHEDULED DELIVERY AND PLACEMENT OF CONCRETE. ROOF SHEATHING 5/8" 8d FABRIC CONTROL JOINT AS BOLT WITH AT CENTERLINE OF PLATE 9. CONTRACTOR TO SUBMIT BATCH TICKETS FROM THE SUPPLIER ONCE THE 3"x3"x.229" CONCRETE IS DELIVERED TO THE SITE FOR PLACEMENT. WALL SHEATHING-PER SHEAR WALL NOTES REINFORCEMENT SOON PLATE WASHERS i 1 1/2"CLEAR ON CONCRETE WILL i NOTES: BRICK OR BLOCK NOT RAVEL(24 HRS U.N.O. / SUPPORTS MAX) � SCHEDULE BASED UPON COMMON WIRE NAILS. 0 LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. P�' SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED p - '.. ;x= x-��-'Xa FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. X611 COMMON WIRE NAIL DIAMETERS7; 6d 0.113" -c r ,z GRAVEL •q-I' VAPOR RETARDER l a �,t., tr f{, 10 MIL s J- .r ys w s_` 1. l�! �i 1>'�„ } �� s 1 ! I�IS� , o.'. WASHERS REQUIRED. 8d 0.131" BOLT HOLES 9/16" DIA. MAX. 10d 0.148" MIN. END DISTANCE 6". 0.148" f, f 12d MINIMUM OF 2 BOLTS PER 16d 0.162" SLAB ON GRADE BEARING SURFACE: INSULATION PLATE 20d 0.192" WITHIN THE BUILDING AREA RENOVATION AND ADDITION TO THE REMOVE ALL TOPSOIL, MAN-PLACED FILL, SUBSOIL AND ANY OTHER UNSUITABLE -III-IIIIIIIIIIII-III III I NON FROST SUSCEPTIBLE cn MATERIAL TO EXPOSE NATURALLY DEPOSITED SOIL OZ, LLC � J- INORGANIC SAND/GRAVEL,OR REPLACE 1/2: DIA. O UNSUITABLE MATERIAL WITH COMPACTED SEE HOUSE CROSS SECTION BOLTS O m I FOR DETAILS t rPICAL ANCHOR BOLT DETAIL 855 Trumbull Drive STRUCTURAL FILL NOTES: N o -� -�- - - _��. - �n 0 AR Fishers Island SEE HOUSE CROSS SECTION 1, PROVIDE MINIMUM 7 EMBEDMENT. ��.`� �.1Ahi Sheet Title LVL'S 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 11/16 . " 3. ANCHOR BOLT TO BE PLACED WITHIN MIDDLE THIRD OF PLATE. <v�' �c^ GENERAL NOTES AND 2'-0 r TYPICAL DETAILS Date ha 0 �°� 02-04-2022 q , Project 21262 MULTI MEMBER LVL CONNECTION TYPICAL SLAB ON GRADE DETAIL FOUNDATION - ANCHOR BOLTS W..2� Scale As indicated V v CAUsers\GNCB051\Loca1 Revtr\02-07.22 21262 S21 855 Trumbull Drive-FI Braga locaLn't 14'-6" 24'-10" +/- HORIZONTAL GROUND PROTECTION NEW CONSTRUCTION EXISTING INSULATION LAYER SHEAR WALL STHD STHD STHD STHD q HAUNCHED SLAB EDGE 7/7 STHD , J o -J I— L---———— — - -——————— / Q Z I I W g ; 4'-1" I 1 EXG WALLS TO Q O EXG 2x6 WOOD STUD WALL w wWALLS I 16"oc 1 REMAIN AT U) I I ! FIRST FLOOR I LEVEL STHD11-0 of WINDOW OPENING j I NEW OPENING Lu 1 DETERMINE CONSTRUCTION STHD I zO I I IN THE FIELD FOR NEW c7 O Q EXIST FIN FLOOR EL. 0" U Biu i 1 HEADER + Z m - 1 / o U) Lu STHD 1 0 —C — — — CJ — — — — —� /, N X = I S2.1 o Z I j O Lu U) WINDOW U U A-, TO CONC EL.-3" 1 EXIST FIN FLOOR EL. 0" % Z 1 Q OPENING w Q I MONOLITHIC 1 '" O STHD I Z = 4"CONCRETE SLAB ON GRADE j w WITH HAUNCHED THICKENED UJ EXISTING TREE I SLAB EDGE TO REMAIN REEI I REINF W/6x6 W1.4xW1.4 WWF % M �-DETAILS-I SEE THER NOTES AND — — 1 PROTECT TREE ! / REMOVE WALLS+ 1'-0" 1'-0" 1'-6" NEW SLAB INFILL AND ROOTS I STHD I REFER TO TREE 1 PROTECTION CJ 1 �/_ 4 WINDOW REQUIREMENTS — — — — — — — — —l- OPENING BY OTHERS I HORIZONTAL GROUND PROTECTION L INSULATION LAYER EXTENDS _1 - -- -- EXG FOUNDATION WALL& FTG STHD I I BENEATH FULL AREA OF NEW I TO BE DETERMINED IN 1 CONSTRUCTION ADDITION AND THE FIELD EXG CJ I BEYOND-SEE FROST PROTECTION c6 WALLS INDICATES CONTROL JOINT I NOTES 1 - EXIST FIN FLOOR EL.0" + z STHD 2 I SEE TYPICAL DETAIL 1 2 L I DOUBLE X 2x WOOD STUDS S2.2 i S2.2 I Eo w WINDOW TYP 2x6 WOOD STUD WALL OPENING — — — — — — — — — — — -� I — — -------------------J WINDOW WINDOW o Cq - OPENING OPENING — — — / r` S HD STHD STHD1 ST fiD HAUNCHED SLAB EDGE S.W. S.W. S.W. EXISTING FOUNDATION TO BE DETERMINED STHD SHEAR WALL INDICATES SEGMENT STHD 10 STRAP TIE HOEDOWN 15'-8 1/2" PERFORATED SHEAR WALL 15'-8 1/2" 4'-1 E " CAST IN PLAC STRAP P L CE HORIZONTAL GROUND PROTECTION NEW CONSTRUCTION INSULATION 1/2" MIN FROM CONC REFER TO SHEAR WALL NOTES INSULATION,LAYER CORNER TYP 2 SHEAR WALL KEY PLAN U FOUNDATION PLAN 1/411 = 1 1-011 Sam Fitzgerald Architect, PC 15 E. Putnam Ave.,#234 NOTES: (UNHEATED BUILDING CRITERIA) Greenwich, CT 06830 860.287.3808 FROST PROTECTION FOR SHALLOW FOUNDATION CONSTRUCTION SHEAR WALL NOTES info@samfit2geraldarchitects.com 1. AIR FREEZING INDEX 100 YEAR MEAN RETURN PERIOD AFI, F(100): 1,000+/- 1. SHEAR WALL LOCATIONS ARE NOTED ON PLAN S1.1 .•: 1358 E301TON POST ROAD INDICATED BY S.W. 2. MEAN ANNUAL EXTERIOR TEMPERATURE: 50 DEGREES F +/- '••� POST OFFICE BOX 802 2. SIMPSON CAST IN PLACE STHD10 STRAP TIE HOLDOWNS AT G H C ? •� OLD SAYE;ROOK 475 LOCATIONS AS SHOWN ON PLAN. 3. PLACEMENT OF HORIZONTAL GROUND INSULATION: CONNECTICUT 224 PHONE:860 388 1224 1224 3. NOTE MINIMUM WOOD MEMBER THICKNESS (CHORD)AT SHEAR Consulting Engineers, P.C. GNCBENGINEERS.COM WALL PANEL ENDS. MAY USE SOLID WOOD 6x6 POST AT EACH THERE SHALL BE A CONTINOUS 3"THICK GROUND INSULATION LAYER PERMIT SET SHEAR WALL PANEL END. SEE SHEAR WALL PLAN. OVER A MINIMUM 6" NON-FROST SUSCEPTIBLE SOIL LAYER. DRAWING ISSUE 4. PLYWOOD SHEATHING 15/32 NOMINAL PANEL THICKNESS THE COMPACTED SOIL LAYER SHALL BE PLACED BELOW THE ENTIRE ADDITION NAILED WITH 8d(COMMON WIRE NAIL SIZE) FOUNDATION AREA,AND BEYOND. AT 6"oc AT PANEL EDGES AND 6"oc AT FIELD NAILING TO INTERMEDIATE STUDS. THE GROUND INSULATION LAYER ABOVE THE SOIL LAYER 7. NO HORIZONTAL JOINT IN SHEATHING FOR A MINIMUM SHALL EXTEND BEYOND THE ADDITION FOUNDATION OF 1 FT ABOVE AND BELOW RIM BOARD. PERIMETER FOR A MINIMUM WIDTH OF 49" (4'-1" MIN.) 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL SIZE TO MATCH FRAMING, 4. THERE SHALL BE A MINIMUM OF 10" DEPTH OF SOIL COVER OVER 9. IF SHEATHING IS INSTALLED ON BOTH SIDES THE INSULATION LAYER EXTENDING BEYOND THE ADDITION OF SHEAR WALL, OFFSET VERTICAL PANEL EDGES FOUNDATION PERIMETER. TO FALL ON DIFFERENT FRAMING MEMBERS. 10. INSTALL HARDWARE PER MANUFACTURER'S 5. REQUIRED THERMAL RESISTANCE R-VALUE OF GROUND INSULATION: RECOMMENDATIONS. 11. FULL NEW ADDITION EXTERIOR WALL AREA, EXCEPT AT THE INSULATION PRODUCT USED TO MEET THE REQUIREMENTS FOR WINDOW OPENINGS, TO BE SHEATHED WITH 15/32 PLYWOOD. FROST PROTECTED SHALLOW FOUNDATION SHALL BE EXPANDED POLYSTYRENE OR EXTRUDED POLYSTYRENE, MANUFACTURED IN COMPLIANCE WITH ASTM C578 FOR RIGID CELLULAR POLYSTYRENE THERMAL INSULATION. FOR TYPE IX EXPANDED POLYSTYRENE WITH 2.8 PCF MINIMUM INSULATION DENSITY,WITH EFFECTIVE RESISTIVITY IS 2.8,THE MINIMUM INSULATION THICKNESS IS 3-INCHES. THE MINIMUM LAYER THICKNESS FOR THIS TYPE IS 2-INCHES. MULTIPLE LAYERS MAY BE PLACED TO MEET THE MINIMUM INSULATION THICKNESS. RENOVATION AND ADDITION TO THE CONTRACTOR TO SUBMIT INSULATION DATA FOR ENGINEER'S REVIEW AND APPROVAL PRIOR TO PURCHASE OR INSTALLATION. ASTM C578 TYPES OTHER THAN TYPE 1X EXPANDED, MAY BE USED WITH QZ, LLC ENGINEER'S APPROVAL. 855 6. GROUND INSULATION PROTECTION: Trumbull Drive PROTECT GROUND INSULATION FROM ULTRAVIOLET RADIATION, TERMITE PEA q� / �, FFisishers Island INFESTATION, PHYSICAL DAMAGE OR OTHER SOURCES OF DETERIORATION. PROJECT s��,1 M Fir?�C� Sheet Title NORTH �%V "PIP.-e fFOUNDATION AND SHEAR J sityt o WALL KEY PLANS Date d, tia a 9a 02-04-2022 1 J ? Project F N = 21262 Scale � As indicated C: U.crs CNCB051\L"CaI R�it\02.07-22 21262 S21 855 Trumbull Drie-F]Brip Icral.nt 24'-10" EXG WALLS BELOW TO BE DETERMINED,V.I.F. — — — — — — — — — — — 1 - - Tr I- -IT —fl — - - _ - - - - - - - - 77 11 11 IF I - - - - - #� 1 IIIII II IIII — iIIt II IIIII 1n1 + 57/2" I I� � � II LOFT INFILL FLOOR 2x6 WOOD STUD WALLOUTLINE O@c EXG11 11 WALL EXG WALLS I — IIS 'II .+ ADDITION FRAMING + — I1 -6NBELOWSECOND UP T&G PLYWOOD I I IIo 11 II II IIOR FLOOR SHEATHING c- 11 TO LOFT FLO ti w I I � I I 1 II II II II II � II II II II II I II — 1 II HILLIlIII — — — — — — :_ h C — — — — — — I ,�,= 2x10 @16oc — _ _ LI I _ — — - - —_ - - - - - 2-2x191-1' 11 cx ROOF FRAMING JOISTS I STEP \ HEADER+ I v — — — (FLAT) _ — — — — _ _ UP TO 112x10 INFILL I EXG LOFT ABOVE'I I 1 I FLOOR FRAMING POST DOWN �I DECK — I III II II II II II II II II II I II , LII ATEACH I1 - - - - - - — _ _ _ - - � I — II II II II II II �II a II II II I II + END I I I — — — — — — 2-2x10 EXISTING FLOOR FRAMING 1 I 1 TOP OF EXISTING HDR CONFIRM SPAN DIRECTION I I I N �7 II AS SHOWN =WALL BELOW= IY II II ill OPEN 1110 o III II\110 To Iz EXISTING � — — IN II111 a 211 11 11BELOW IROOF N — — = = = = — — = = = _`v1- 3/4"T&G PLYWOOD 0MIII o o II II II II II IZn I II II I II 1 N co _ _ _ _ ,SHEATHING_ _ _ _ _ _ Z m w II DETERMINEEXG,, I I 1 N III II II II I � w N _ _ _ _ _ _ _ _ _ _ _ = a III II II II 1 II w o II II II WALL CONSTRUCTION FORT = I� O LVL BEAM CONNECTION III II II II 1 II II II II II I II OR 5 1/4"SQ PSL POST III II II II II II II 11 SUPPORT II II II J II II II J-11 /4"x „ L Ll INi I leo - - — - - — - - - - - - — - - — - - - - — - - - — — — — — _ — 1 I v � I II 5 1/4°x 5 1/4° II II II II II II II II II II II II II III PSL POST II II II II II II II II Il u) II II II II _ II II II II II II II II it II ii II w II II II 11 111 Sam Fitzgerald Architect, PC TO PLYWOOD EL 8'-11 5/8" I N 2 ;: I II II II III I I I II II II II II II — — — = 3/4"T&G PLYWOOD w I o 52.2 M II II II II II II SHEATHING 11 11 11 0 11 x II II II III 15 E. Putnam Ave.,#234 N _ _ I _ it I I I III Greenwich, CT 06830 — — — — — — — — — — — — = 11 — It- -1t II 11 11 11 11 I 11 II 11 11 11 11 II 860.287.3803 u--:::_ 7- J� info@samfitzgeraldarchitects.com — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N _ —(2)-�x6-H _-(2)2x6-H — — ti .' 1358 BOSTON POST ROAD - - - - - - - - _ _ - - — — _ _ — _ _ — — 51/4"x51/4" rb �.'• POST OFFICE BOX Bo2 PSL POST OLD SAYBROOK 1� CONNECTICUT 06475 PHONE:860 388 1224 Consulting Engineers, P.C. GNCBENGINEERS.COM PERMIT SET DRAWING ISSUE 15'-3" 23'-3"+/- 10" LOFT FRAMING PLAN n SECOND FLOOR FRAMING PLAN 1 1/4" = 1'-0" 1/4" = 1'-0" RENOVATION AND ADDITION TO THE OZ, LLC REU ARC, 855 Trumbull Drive h'/ Fishers Island Q� IVa -tnf �(2 Sheet Title �.. 1 A n SECOND FLOOR, LOFT & ROOF FRAMING PLANS 40. 293gg Bate 1 i 02-04-2022 1Awl Project 21262 Scale � U" 1/4"= V-0" CALtsers\GNCR051\Local Rcvit\02-07-22 21262 S21 855 Trumbull Drive-Fl Rrnga local.rvt - - - - - — - - - - - - - - - - - - 05 ROOF 26'-9 3/8" EXISTING ROOF TO REMAIN - - - _ - - - - -- -- - — - - - LOFT — — — — — — -- — — — — — — — — — — — - IT- —f - — - - - 17'-11 3/8" (V EXISTING LOFT FLOOR BEYOND NEW FLOOR INFILL U? WHERE SPIRAL STAIR 2-2x6 HDR AT NEW DOOR / REMOVED MATCH EXISTING FRAMING SEE ARCHITECTURAL DRAWINGS FOR GUARD/HANDRAIL DETAILS I ROOF RAFTER FRAMING + 3/4"T&G PLYWOOD ROOF SHEATHING I TO BE LEVEL SEE ARCHITECTURAL DRAWINGS FOR BUILT UP LAYERS FOR _ROOF DECK PITCH/WATERPROOFING _ FLASHING I I STEP UP TO ROOF DECK PER ARCHITECT 2x10 RIM BOARD CONT _ _ _ _ SECOND FLOOR A35 EACH SIDE OF „ RAFTER TO RIM 2x10 @16 oc I Sam Fitzgerald Architect, PC TYP CLIP EACH ROOF RAFTER 2x10 RIM BOARD (2)2x6 TO TOP OF WALL CONT STAIR OPENING WALL TOP TYP RELOCATED I 15 E. Putnam Ave.,#234 PLATE _ _ _ _ I Greenwich, CT 06830 (2)2x6 HDR r 860.287.3808 inf oOsamfitzgeraldarchitects.com 2x6 STUD WALL @ 16"oc NEW 2x6 WOOD STUD WALL 15/32 MINIMUM NOMINAL @ 16"ocI I 1358 BOSTON POST ROAD PLYWOOD WALL SHEATHING I I G11 p '''%� POST OFFICE BOX 802 REFER TO SHEAR WALL NOTES I I I Cl) "�� OLD SAYBROOK CONNECTICUT 06475 EXISTNG WALL I I N Q PHONE:860 388 1224 FINISH FLOOR PER I o Consulting Engineers, P.C. GNCBENGINEERS.COM PERMIT SET ARCHITECT DETERMINE EXISTING I I co CONSTRUCTION I I I DRAWING ISSUE V.LF• � I I I 3/4”T&G PLYWOOD FLOOR SHEATHING #5 DOWELS EPDXY INTO 2x4 PT FLAT EXISTING WALL @ 24"oc W/6" I I I SLEEPERS PER ARCHT EMBED I I TOP OF FINISHED FLOOR 10 MIL VAPOR RETARDER TOP OF FINISHED FLOOR RELATIVE DATUM ' 4"CONC SLAB I � I RELATIVE DATUM ELEV 0'-0" � +wwF FIRST FLOOR GRADE — - ---- — TOC EL. -3" - - - - - - - - VARIES x-max-x x7x X, x—x--" —x x� x x—x �–x=X—xd x K� ; .x�x x •p° x LJJ �,1 °*° ,� rc.i�". -. .`,.a yJ"�.� -i�} w �h:+°_ fJLt- ' x f • _ -t g r \ i t If -� a.\7 \ .a-\ v - - J If^ t: 't \t h A ti µ\ 'Y 1- S \- t i - - • K �L SEE 1 J Id 6"EMBED ENLARGED S2.2 I 4'-1" V-0" HORIZ GROUND NON-FROST SUSCEPTIBLE SOIL NOT SHOWN INSULATION 2'4" SEE ENLARGED AREA BEYOND EXISTING FOUNDATION HAUNCH TO BE DETERMINED FOR SLAB ON GRADE AREAS WITHIN THE BUILDING VERIFY IN FIELD L - — - - - - - — - — - — - PERIMETER REMOVE ALL SURFACE TOPSOIL DEBRIS RENOVATION AND ADDITION TO THE AND ANY OTHER UNSUITABLE MATERIALS. EXISTING GRANULAR FILL MAY BE LEFT IN PLACE PROVIDED IT IS RE-COMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY ROLLER. ANY REMAINING FILL OZ, LLC REQUIRED TO FILL THE UNDERSIDE OF THE SLAB 855 Trumbull Drive SHALL BE COMPACGTED GRAVEL FILL, MIN. 9-IN REQUIRED ��EU ARCS'/T Fishers Island �I.A �r� Sheet Title Jam. 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