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HomeMy WebLinkAbout45970-Z 000- 9 l • -fir l7• SITE PLAN SCALE: 1" 40' SHEET INDEX VF PLACARD CODE DATA BUILDING DATA S Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total C-1 Cover Sheet (In accordance with Title 19 NYCRR PART 1265) 2020 RESIDENTIAL CODE OF NYS FOR GRAVITY & LATERAL DESIGN First Floor Level 2,051 sq.ft. 730 sli 3,066 sq.ft. S 66°34'40" w Site Plan TO: Town of Southold (to be renovated) (garage conversion) IM 285 i - ------ Mo Project Data OWNER OF PROPERTY: Frank and Jennifer Lupinacci TOWN OF SOUTHOLD MUNICIPAL CODE (additions) i C t`) 1 SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): °c) 1 USE: Single Family Detached Residential ; Second Floor Level C �-' n -a G-1 General Notes 5920 Indian Neck Lane, Peconic, NY I `( rinklered un-s KfI - Construction: Wood Frame V SCTM#1000-98-05-17.4 ( p ) Attic Level Building Code Requirements PLEASE K N � A rC 1 be C� I1 LE SETAE OTICETHATTHE(CHECKALLTHATAPPLY): ENERGY CODE COMPLIANCE METHOD N Total 2,051sq.ft. 1,015 sq.ft. 3,066sq.ft. ❑ New Residential Structure L_ 21 Main Street Stony Brook NY 11790 1 G-2 Ener Code Notes These plans have been prepared as per section Energy ® Addition to Existing Residential Structure (✓ 730 sq.ft. 1 N1 102.1 .5 - Total UA Alternative Path by 0 Garage (to be converted 780 sq.ft. 780 sq.ft. hone. 631 686-6585 Insulation Schedule Rehabilitation to Existing Residential Structure utilizingREScheck-Web Software 0 to living space) p U_ fax. 631 686-6786 Insulation Details TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT (see attached REScheck Calculations) Uncovered Patio#1 635 sq.ft. 635 sq.ft. email. MMacrina@MMArchitectAIA.com 1 PROPERTY REFERENCE ABOVE WILL UTILIZE web. MMArchitectAIA.'Com (check each applicable line): O n final blower door test is not required C These plans are an instrument of service and are V� El Truss Type Construction(TT) (as per tech bulletin (TB-102Q-RCNYS)) ca Uncovered Patio#2 152 sq.ft. 152 sq.ft. the exclusive property of the architect. /pplication) Infringements of the concepts and design ideas G-3 Schedules © Pre-Engineered Wood Construction (PW) N presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright 2020: ❑ Timber Construction(TC) Michael Macrino Architect, pc. All rights reserved, Climatic & Geographic Design Criteria Table R301.2(1) no part of the plans may be reproduced without IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): the expressed written consent of the architect. Ground Snow Load: 20 psf❑ Floor Framing, Including Girders and Beams(F)A1 1 Demo Floor Plan Speed: 130 mph ultimate wind speed (128 actual)g( ) Drawing Status ❑ Fl orFramn R c Topographic Effects: No DESCRIPTION OF PROPOSED WORK Demo E I evati o n s ❑ Floor Framing and Roof Framing(FR) v� Wind Ex osure Cate o B P 9 rYDATE: Seismic Design Category: B PROPOSED ONE STORY ADDITIONS SIGNATURE: 1 PRINT NAME: PROPOSED FULL HOUSE RENOVATION existing Proposed I /`2.1 Special Wind Region No underground tank I ' Pool Patio !1 First Floor Plan CAPACITY(Check One): ❑ Owner Q Owner's Representative PROPOSED UNCOVERED PATIO #1 Issued dol propane I new (under separate I Wind Borne Debris Zone Yes rywdia. application) PROPOSED UNCOVERED PATIO #2 existing , ; „ o PROPOSED ATTACHED GARAGE ADDITION C -% nSrUl generator , ` 6 DIAMETER weathering: severe Co PROPOSED GARAGE CONVERSION TO LIVING SPACE e° efO I A2.2 Garage Attic Plan m Frost Line Depth: Winches " � ;i ""26-Q U�/ 'ticj# 1 STORM WATER „ PROPOSED BILCO DOOR �13'-O garage o 2 Termite: Moderate to Heavy t 1 RUN-OFF CALCULATIONS: Proposed I AREA DIAGRAM / CLASSIFICATION n UpW o Addition REFLECTIVE WHITE I d n @ralge HOUSE ROOF RUN-OFF: d�Jtr o Existing existing 1 •Roof Area=1,065s.f. A3.0 Foundation Plan PANTONEI#18ED � 40 one-storyA/C unit 1,065 s.fx 0.17 x 1.0=1e1 W.ft. ____ �`� Winter Design Temperature 11 degrees Dates 1 1 s1 e�.n.r az.az=a.s 2 a- g Proposed r - - Dwelling (1)8'dia.x 8'tall drywell " " "" landing ; Ice Barrier Underlayment Required Yes for Valley's& Eave Perimeters 2/8/21 Issued for Construction Proposed Flood Hazards N/A utilize existing proposed landing � � ipArod posed 1 �53 curb cut drivewayl- �__ dition 1 /� 3. 1 55 /-��7 Foundation Plan Details , Air Freezing Index 618 Pro a Mean Annual Temp. Proposed 1 52.1 degrees Posed e p � bilco door Addition to fY 1 Component and Cladding Loads: Table R301.2 2 v n A32 P g c ) i�i 22'-9� Structural Plans w ZONE 4 18.2 -19.0 U existin Solid Cover(Traffic Bear'g) i 1 \----` j�j ,' g 1 Grade i ; Ca ce) M 'Q , 1 SDR-35 ZONE 5 18.2 -24.0 W 15.2 2a^max 0, Sewer Pipe Traffic Bear' Dome - - -s - - " Proposed I prtchetl at � g + � Uncovered - -- 1/81,per foot \1 Patio#2 - minimum 1 11 Coone..Rngs(typ)Reinforced A3.3 Roof Framing Plan N ZONE 16.7 -18.0 g 1 . �L existin � Wrap drywall with rt S-0^min.Collar 1/2" ocoZONE 2 16.7 -21.0 driveway to 1 la ndsca pe fabric II • .o I �.. T_ be removed I � ` STROKE ZONE3 U -L ISaitype � Sand&Gravel The construction 16.7 -21.0 .ees2 nnr= designation shall be No. Date Description 7-_min N ZONE 1 10.5 -16.0 S 2a 1 L---- „I,. „ll" „III„ .,IV"or„V„ Q , Groundwater A3 4 Braced Wall Plan to indicate the construction O o N I I (el.24)--. 4) • Typical D ell Detail classification of the o M structure under N ZONE 2 10.5 -29.0 Project rYw DESIGNATION FOR STRUCTURAL I or to xa a section 602 of the BCNYS existing �► COMPONENTS THAT ARE OF ZONE 3 10.5 -43.0 Proposed shed Front Elevation �gP- TRUSS TYPE CONSTRUCTION N ZONE 1 10.0 -18.0 I A4. 1 „ „ ` F FLOOR CONSTRUCTION,INCLUDING � O 0 s I 1 THIS IS AN ARCHITECTURAL SITE PLAN Right Elevation r GIRDERS AND BEAMS o ZONE 2 10.0 -30.0 Addition a n d 1 li ROOF FRAMING _Ql BASED ON INFORMATION FROM A s ZONE 3 10.0 -46.0 � UiLDI1 Renovation Q/ 1 SURVEY PREPARED BY: "FR" FLOOR AND ROOF FRAMING Zone Dia rams : I 1 Peconic Surveyors P.C. Al Rear Elevation STANDARDS AND CODES 9 1 Southold,NY .��� 2 Proposed July 7,2020 . Bilco Door Proposed Fo r �.C �' ,�`�r �; ,• 2Proposed Left Elevation �,,» �= =° 'a f -° s Addition#1 Garage Conversion I 17771 _ -,. ,: .,,��». -&�^,•�,>•;;.< �� � Proposed (36 s.f.} to Living Space •`-" 5 a 5 Patio#1 Proposed (730 s.f.) Landing Frank & O t Electric Power Lines 5 `2 5 2 (635 s.f.) Z BuildingSections 4 a 1 A5'1 Gas,oil,or steam a s 4 s 3 1 ABC Ccmmunfcation Lines,CATV 5 5 5 5 Potable Plater Wall Interior j i Jennifer �/ \� ® Zone Existing , 1 Reclaimed Water,Irrigation,Starry Zone p� ® Zone Perimeter g / L Living Space A5.2 Building Sections sc�ti�ers and Drain Lines 0 &�Additil Posed (to be renovated) Lupinacci Knowwhit'Sbelow �-•^� 0 (2,051 s.f.)t�� 'Tempoll Survey Markings s.f. 5920 Indian Neck Lane D�ErF�G Call beforeyoudit;. )0 Proposed Excavation MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 NPlumber Riser USE LIVE LOAD DEAD LOAD jL Proposed Landing d Proposed P@COnIC, IVY VICINITY MAP Patio#2 10 Exterior Details Exterior Balconies and decks 40 psf 10 psf (152 s.f.) Proposed Jurisdiction N 1 ry N Fire Escapes 40 psf 10 psf op Proposed Ad46 dition 2 C A6.1 Strapping Details Passenger Vehicle Garages 50 psf as per plan Landing#2 Town of Southold Unhabitable ATTICS without Storage 10 sf 10 psf Suffolk County __ 1Z 0 Nailing Schedule g P P P __ Unhabitable ATTICS with Storage 20 psf 10 psf Proposed 1V 75°��'�� � �' _ Pool Patio Framing Details Habitable ATTICS and ATTICS (under �7.5� 30 psf 15 psf se separated 1t� �h n1 4g8 " served with fixed stairs application) Drawn B �,� RED All d� Utility Protection Detail y� � � ick Leh ROOMS other than sleeping rooms 40 psf 15 psf M.P. (� �fc� A. -1 Electrical Plans Sleeping Rooms 30 psf 15 psf Checked By: * g _• � � Stairs 40 psf 10 psf M.A.M. ( ,� ZONING ANALYSIS Guards and Handrails 200 psf lateral Job No. �pF 0 286 Guard in-fill components 50 psf 0� �0 ROOFS 30 psf 15 psf 2052 �� Zone: R-80 Lot Area = 81,833 s.f. (1.878 acres) ALLOWABLE DEFLECTION : Table 8301.7 Sheet Title Cover Sheet Min. Required = 80,000 s.f. Structural Member Allowable Deflection N Yards: Required: Rafters having slopes greater than 3/12 with no L/180 -t - Site Plan Front=60 ft finished ceiling attached to rafters. 0 Side=20ft(min.) „rj� Q Iridian Neck Ln, Interior Walls and Partitions H/180 0 /AIIIIIii, - Project Data Side =4 (total) � ' PE.'COf1iC, NY 11��� Rear=75 ft `�, Floors and Plastered ceilings L/360 All other Structural Members L/240 0 U Exterior Walls with plaster or stucco finish H/360 N (� Sheet Number : Exterior Walls - wind loads° with brittle finishes H/240 Exterior Walls - wind loads with flexible finishes H/120 Lintels Supporting Masonry Veneer Walls L/600 Note L=Span Length, H=Span Height GENERAL CONDITIONS STEEL NOTES FRAMING (continued) EXTERIOR WINDOWS AND DOORS GLAZING 1. All Steel shall have a minimum Fb of 33,000 s.i. 1. All exterior windows and doors shall be designed to resist the component All Glazing shall conform to section R308 (glazing) of the 2020 FACTORY-BUILT GAS & WOOD FIREPLACES \ 1. All work shall conform to the codes listed on the cover sheet. All codes p h. Fire blocking as required. shall supersede the drawings and shall be incorporated into the drawings, whether 2. All Steel shall conform to the latest A.S.T.M. specifications for and cladding wind loads specified on the cover sheet. Residential Code of NYS. Yy. .....ff :.-{ % Factor built fireplaces shall be listed and labeled and shall be installed 2. Bearing Walls supporting one floor or more: Y- p \1 they are indicated on the plans or not. A992 A572 steel. Pie columns shall conform to A.S.T.M. A501. " 2. All exterior windows and sliding doors shall be tested b an approved R308.4 Hazardous locations. The following shall be considered in accordance with the conditions of the listing, and shall be tested ,,.,a >, 1-F, =:., / p a. Partitions must be constructed of minimum 2 x 4 studs spaced 16 o.c. 9 Y PP 9 s ecific hazardous locations for the purposes of lazin • in accordance with UL 127. " ' ` ,::"z�` independent laboratory, and bear a label identifying manufacturer, �'"'� , ,,M:.'`;_.<` 2. Contractor shall check and verify all dimensions, notes and conditions at the 3. All work shall conform to the latest A.LS.C. specifications. of type lumber specified unless otherwise noted on plans. P Y. Y 9 p P P 9 =. ..ry V �--�,, erlormance characteristics and approved inspection agency to indicate -' "' ., `: . 11 site before an construction work is started. The Contractor shall notify the P PP P 9 y Hearth Extensions. `�' 1 „ y y b. If a double top plate of less than 2-2 x 6 s or 2-2 x 4 s is used, floor 1. Glazing in fixed and operable panels of swinging, sliding door and °``, compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged ��„ - Architect: of any discrepancies or conflicts in the drawings and/or field FRAMING joists shall be centered directly over and below bearing wall studs with a doo,s shall be tested and labeled as conforming to AAMA/WDMA/CSA bifold door. Hearth extensions of approved factory-built fireplaces shall be installed "' conditions before starting the work. The discovery of discrepancies after tolerance of no more than 1" unless substantiated engineering calculations. 101/I.S.2 A440 or AMD 100. 2. Glazingin storm doors. in accordance with the listing of the fireplace. The hearth extension beginning the work shall be the full responsibility of the Contractor to correct. 1. Minimum header size to be (2) 2x6 unless noted otherwise on plan. / shall be readily distinguishable from the surrounding floor area. 3. Contractor shall locate & stake out all existing underground utilities prior to any 2. All structural framing Lumber to be doug fir #2 or better, c. Interior bearing stud walls must be sheathed with a minimum 1/2" gyp. bd.fastened according to drywall manufacturer recommendation and fireblocked. 3. Garage doors shall be tested in accordance with either ASTM E 330 or 3. Glazing in all unframed swinging doors. KA i C h .-a E�h� I excavation. The utilities shown on the plans are an approximate location only. (min. fb=900, e = 1.5x10) Higher stress lumber such as s.y. pine, ect. may ANSI/DASMA 108, and shall meet the acceptance criteria of ANSI/DASMA 108. 4. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, i 4. Contractor to be responsible fa- arranging all necessary permits and be substitued for doug fir. No spf lumber may be used except for sill, Corner Bracing: bathtubs and showers. Glazing in any part of a building wall enclosing these rV1 .-a inspections, including obtaining the Certificate Of Occupancy (C.O.). plates, and studs. 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood 4. Window and glass door assemblies shall be anchored in accordance with the compartments where the bottom exposed edge of the glazing is less than C � n 5. Written dimensions shall have precedence over scaled dimensions and larger 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be sheet of thickness to match that of sheathing. 60 inches measured vertically above any standing or walking surface.published manufacturers recommendations to achieve the design pressure scale details shall have precedence over smaller scale details/drawings. pressure treated unless otherwise noted. 2. Overlap plates at all corners. specified. Substitute anchoring systems used for substrates not specified 5. Glazing in an individual fixed or operable panel adjacent to a door shall be ELECTRICAL /krch itek. Ct Drawings are not to be scaled. considered to be a hazardous location where the bottom exposed edge 4. All wood subfloors shall be 3/4 thick T&G subfloor with o minimum Nailing: by the fenestration manufacturer shall provide equal or greater anchoring P 9 1. All electrical work shall conform to rules and regulations of the 6. Any deviation from the Architect's drawings must be submitted to the Architect span rating of 48/24, to be glued and nailed to joists. 1. All nailing shall comply with nailing schedule in the 2015 International performance as demonstrated by accepted engineering practice. of the glazing is less than 60 inches above the floor or walking surface and 2017 National Electric Code, NFPA 70-2017 and the 2020 21 Main Street Stony Brook NY 11790 it meets either of the following conditions: Residential Code of NYS. in writing for approval. Residential Code and nailing schedule shown on plans. 5. All wood frame openings a floors, roofs, ceilings shall have o minimum 5, Emergency escape and rescue opening required: Basements, habitable attics, 5.1. Where the glazing is within 24 inches of either side of the door in 2. The Electrical equipment and wiring shall be installed in accordance hone. 631 686- 7. Contractor shall be responsible for adequately bracing and protecting all work double trimmer and header framing unless noted otherwise on plan. Alignment: p 6585 p q y g t g every sleeping room and where noted on floor plans shall have not less than the plane of the door in a closed position. with chapters 34 thru 43 of the 2020 Residential Code of NYS. during construction against damage, breakage, collapse, distortion and 1. All rafters and Ists framin from o osite sides shall la at least six fax. 631 686-6786 6. All wood frame wall openings shall have minimum of single Jack stud plus Jo 9 opposite P one operable emergency escape and rescue opening. Where basements contain 5.2. Where the glazing Is on a wall perpendicular to the lane of the 3. Electrical work to be Fire Underwriter's inspected and approved.misalignment according to applicable codes, standards and good practice. single Kin stud posts at each end. (3) inches and be nailed together with min. (3) 10d face nails. one or more sleeping rooms, an emergency escape and rescue opening shall g g P P P p PP email. MMacrina@MMArchitectAlA.com 9 9 P P 9 9 Y P P 9 door in a closed position and within 24 inches of the hinge side 4. All electrical outlets in "wet" areas to be round fault interrupter web. MMArchitectAIA.com 8. All work shall be performed in a first class manner with all new materials. 2. When framing end to end joists shall be secured together b metal straps. be required in each sleeping room. Emergency escape and resuce openings of an in-swinging door. g P Contractor shall provide all equipment, labor and materials necessary for 7. All hanging wood joists and rafters shall be supported with steel 9 J° 9 Y P q P 9 9 Y Pg g joist hangers. shall open directly into a public way, or to a yard or court that opens to (G.F.I.) type. These plans are an instrument of service and are the proper execution and timely completion of the work. Contractor shall J 9 Exceptions: a public way. 5. Working clearance dimensions around electrical panel to be a the exclusive property of the architect. be responsible for all materials and equipment stored at the site. 8. When joist hangers & fasteners are in contact w pressure treated lumber, 1. Decorative glazing. " Infringements of the concepts and design Ideas g / p D RA FTSTO P P I N G / F I R E B LOCKING & minimum of 36 deep x 30 wide x 6-6 high. presented on these drawings shall be prosecuted or exposed to the exterior use stainless steel or hot-dipped galvenized Exception: Basements used only to house mechanical equipment 2. Where there is an intervening wall or other permanent barrier to the fullest extent of the low. Copyright 9. All contractors and their subcontractors shall carry insurance that will protect joist hangers & fasteners only. FIRE PROTECTION P y trserved between the door and the glazing. 6. All electrical work to be performed by a local licensed electrician. Michael Macrina Architect, the Owner and Architect from claims from damages for personal injuries, not exceeding a total floor area of 200 square feet. g g' pc. All rights reserved, " 3. Where access through the door is to a closet or storage area Ground-Fault Circuit-Interrupter Protection. no part of the plans may be reproduced without including death, which may arise in connection with this project. 9. All sheathing shall be a minimum of Ys CDX plywood on roof 1. Install Fireblocking required as per section R302.11 and Draftstopping as per g g the expressed written consent of the architect. and 3(6" OSB plywood on walls unless noted otherwise on plans and section R302.12 of the 2020 Residential Code of NYS. Operational constraints and opening control devices: Emergency escape 3 feet or less in depth. Glazing in this application shall comply Locations. 10. Contractor to indemnify Architect and Owner and hold harmless. fastened to studs as per nailing schedule. and rescue openings shall be operational from the inside of the room with Section R308.4.3. Draftstopping required: 4. Glazing that is adjacent to the fixed panel of olio doors. 1. All bathroom receptacles are to have G.F.C.I. protection. without the use of keys, tools or special knowledge. Window opening control 9 1 P P Drawing 11. The Architect is not responsible for construction means, methods, techniques, 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted g Status P q When there is usable space both above and below the concealed space of o devices complying with ASTM F 2090 shall be permitted for use on windows 2. All garage & accessory building receptacles are to have G.F.C.I. protection. sequences, procedures or for the safety precautions and programs in otherwise on plan. floor/ceiling assembly, draftsto s shall be installed so that the area of the 6. Glazing in an individual fixed or operable panel that meets all of the following 3. All outdoor receptacles are to have G.F.C.I. protection. connection with this project. / 9 Y P serving as a required emergency escape and rescue opening. Emergency 11. All top plates in wood frame walls shall be doubled and overlap with concealed space does not exceed 1,000 sf. Draftstopping shall divide the conditions shall be considered to be hazardous location: escape and rescue openings shall have minimum dimensions as specified 4. All crawl space receptacles are to have G.F.C.I. protection. 12. Match all existingconditions as the relate to finishes, lighting, coursin , intersecting walls if possible. concealed space into approx. equal areas. Where the assembly is enclosed by Y9 in this section. 6.1. The exposed area of an individual pane is larger than 9 square feet. 5. All unfinished basements receptacles are to have G.F.C.I. protection. dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, 12. Laminated Veneer Lumber to have a min. of 2,650 Fb bendingstress a floor membrane above and a ceiling membrane below draftstopping shall be plumbing and ductwork that may be concealed in walls or ceilings being revised, and a min. of 1.9x10 E modulus of Elasticity. ( ) provided in floor/ceiling assemblies under the following circumstances: Minimum opening are: 6.2. The bottom edge of the glazing is less than 18 inches above 6. All kitchen receptacles that serve countertop surfaces shall have ( ) Y Emergency and escape rescue openings shall have a the floor. to provide a complete job in all respects. 1. Ceiling is suspended under floor framing net clear opening of not less than 5.7 square feet. The net clear opening G.F.C.I. protection. Issueo 13. All shims under cellar girders to be steel only. dimensions required b this section shall be obtained b the normal 6.3. The top edge of the glazing is more than 36 inches above the 7. All laundry, utility and bar sink receptacles that are located within 6ft. 13. All contractors and subcontractors shall be licensed and insured as required. 2. Floor framing is constructed of truss-type open-web or perforated members. q Y Y floor; and ■ 14. Wrap all girders that sit in concrete beam pockets with soft flashing to operation of the emergency escape and rescue opening from the inside. The of the outside edge of the sink are to have G.F.C.I. protection. ,�� 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, Materials: 6.4 One or more walking surfaces are within 36 inches measured 8. Electrical) heated floors, hydromassage p C C ' and a ui equipment prior to purchasing. All equipment and materials are to be prevent direct contact with concrete. net clear height opening shall be not less than 24 inches and the net clear horizontal) and in a straight line, of the glazing. Y bathtub spa and hot tub q P P P, gDraftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 y g g g' locations are to have G.F.C.I. protection. - on installed per manufacturers written specifications. width shall be not less than 20 inches. Bolts in Wood Framing: inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other Exceptions: 15. Contractor shall keep site clean and free of debris. 1. All bolts in wood framing, where specified on plans shall be standard approved materials adequately supported. Draftstopping shall be installed Exception: Grade floor or below grade openings shall have a net clear P 9. All receptacles within 6 feet . the outside edge of a bathtub or machine bolts with standard malleable iron washers or steel plate washers. parallel to the floor framing members unless otherwise approved by the opening of not less than 5 square feet. 1. Decorative glazing. shower stall are to have G.F.CC.I protection. 16. These drawings are the property of the Architect and shall not be used building official. The integrity of all draftstops shall be maintained. 2. Where a horizontal rail is installed on the accessible side(s) of the without his consent. Drawings shall not be used for issuing of a building 2. Steel plate washer sizes shall be as follows: glazing 34 to 38 inches above the walking surface. The rail shall Arc-Fault Circuit-Interrupter Protection. permit unless signed & sealed by Michael Macrina Architect, p.c. a. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16 Fire Blocking Required: Window Sill Height: Where a window is provided as the emergency escape and 9 9 9 b. 3/4" Dia. bolts-2-5/8" sq. x 5/16". Fireblocking shall be provided to cut off all concealed draft openings rescue opening, it shall have a sill height of not more than 44 inches above be capable of withstanding o horizontal load of 50 pounds per Locations. 17. Contractor to follow all manufacturer's specifications, recommendations and the floor; where the sill height is below grade, it shall be provided with a linear foot without contacting the glass and have a cross-sectional 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 amp Dates : installation details on all products used in this project. Notify the Architect 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. (both vertical and horizontal) and to form an effective fire barrier between window well in accordance with Section R310.2.3. height of not less than 1 1/2 inches. outlets installed in kitchens, family rooms, dining rooms, living rooms, of any conflict between the plans and manufacturers specifications, stories, and between a top story and the roof space. Fireblocking shall be parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, 2/8/21 Issued for Construction recommendations and installation details prior to installation of product on 4. For sill anchors, see typical details on architectural drawings. , 3. Outboard panes in insulating glass units and other multiple glazed provided in wood-frame construction in the following locations. 6. All exterior windows and doors occuring in hazardous locations as per Section hallways, laundry areas and similar rooms or areas shall be (protected by this project. Contractor shall be responsible for correction of any work that panels where the bottom edge of the glass is 25 feet or more Lag Bolts: R308.4 of the 2020 Residential Code of NYS and indicated on floor Ions a combination type arc-fault circuit interrupter installed to provide prevents the correct installation of a specified product as shown on the P above grade, a roof, walking surface or other horizontal [within YP P drawings. 1. All la bolts where specified on plans shall be of structural rade steel. a. In concealed spaces of stud walls and partitions, including furred spaces are to have tempered lass. See glazing section of this sheet and section R308 9 9 P P 9 P 9 9 9 45 degrees or horizontal] surface adjacent to the glass exterior. protection of the branch circuits. and parallel rows of studs or staggered studs; as follows: of the 2020 Residential Code of NYS. 18. Contractor shall be responsible for adequately bracing and protecting all work 2. Washers shall be placed under the head of lag bolts bearing on wood. - vertical) at the ceiling and floor levels. 7. Glazing in guards and railings, including structural baluster panels and Single-and Multiple-Station Smoke Alarms. P q Y 9 P 9 Y 9 9 � 9 9 9 during construction against damage, breakage, collapse, distortion and Length of lag bolts shall be minimum 2/3 depth of members being bolted - Horizontally at intervals not exceeding 10 ft. 7. All exterior windows and doors are to have a maximum U-value of 0.35 and nonstructural in-fill panels, regardless of area or height above a walking All smoke alarms shall be listed in accordance with UL 217 and misalignment according to applicable codes, standards and good practice. together. a rroximum solar heat gain coefficient factor of 0.40. surface shall be considered to be a hazardous location. installed in accordance with the provisions of Section R314 of the 3. All bolts that are in contact with pressure treated lumber or exposed to b. At all interconnections between concealed vertical and horizontal spaces 2020 Residential Code of NYS and comply with the provisions GUARDS exterior are to be stainless steel or hot-dipped galvenized. such as occur at soffit, drop ceilings and cove ceilings. FALL PROTECTION 8. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, of NFPA 72. whirlpools, saunas, steam rooms, bathtubs, showers and indoor or Locations. (Section R314.3) Altering Structural Members: c. In concealed spaces between stair stringers at the top and bottom of outdoor swimming pools where the bottom exposed edge of the glazing Guards Required. 1. No structural member shall be omitted, notched, cut, blocked out or the run. Enclosed spaces under stairs shall have walls. under-stair surface In dwelling units, where the top of the sill of an operable window g P P 9 9 g is Single and multiple-station smoke alarms shall be installed in Porches, Balconies, Ramps, Stairs or Raised Floor Surfaces Located opening is located less than 24 inches above the finish floor and less than 60 inches measured vertically above any standing or walking the followin locations: relocated without prior approval by the Architect. Do not alter size of and any soffits protected on the enclosed side with a 1/2' gypsum board. p g surface shall be considered to be a hazardous location. This shall apply to g More Than 30" above the Floor or Grade Below shall have Guards greater than 72 inches above the finish grade or other surface below 1. In each sleeping room. members noted without approval of the Architect. a single glazing and each ane in multiple glazing. p 9 not Less than 36" in Height. d. At openings around vents, pipes, ducts, cables and wires at ceilings and on the exterior of the building, the operable window shall comply with 9 g g P P 9 9 9 2. Outside of each separate sleeping area in the immediate Built-up Beams: floor level, with an approved material to resist the free passage of flame one of following: Exceptions: Glazing that is more than 60 inches measured horizontal) vicinity of the bedrooms. • Open skies of stairs shall have guards not less than 34" in height and not P 9 Y Y 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber and products of combustion. No. Date Description and in a straight line, from the waters edge of a bathtub, hot tub, 3. On each additional star of the dwelling, including basements P more than 38" measured vertically from the nosing of the treads. 1. operable windows with openings that will not allow a 4 inch diameter Y 9� 9 members shall be interconnected as follows: spa, whirpool or swimming pool or from the edge of a shower, sauna and habitable attics but not including crawl spaces and uninhabitable a. Members 12" and less in depth: glue and internail w/2 rows e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. sphere to pass through the opening where the opening is on its or steam room. attics. In dwellings or dwelling units with split levels and without Project : Guard Opening Limitations. " largest opened position. Required Guards on open sides of stairways, raised floor areas, 16D nails at 12 o.c. staggered. f. Fireblockingof cornices of a two familydwellingIs required at the line g p P an interveningdoor between the adjacent levels, a smoke alarm balconies and porches shall have intermediate rails or ornamental b. Members greater than 9-1/4" in depth or multiple 3x members of dwellingunitseparation. q 2. operable windows that are provided with window fall prevention devices 9• Glazing adjacent to stairs, landings and ramps where the bottom exposed edge installed on te upper level shall suffice for the adjacent lower closures that do not allow passage of a sphere 4" or more in through bolt with 1/2" diameter machine bolts at 24" o.c. that comply with ASTM F 2090. of the glazing is less than 36 inches above the plane of the adjacent walking level provided that the lower level is less than one full story Proposed surface of stairways, landings between flights of stairs and ramps shall be below the upper level. 2. Built-up beams or joists formed by a multiple of engineered lumber Except as provided in Section R602.8, Item 4, fireblocking shall consist 3. operable windows that are provided with window opening control devices 4. Smoke alarms shall be installed not less than 3 feet horizontally Addition and Exception. members are to follow manufacture specifications of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, that comply with section R312.2.2. from the door or opening of a bathroom that contains a bathtub The triangular openings formed by the riser, tread and bottom rail 10. Glazing adjacent to the landing at the bottom of a stairway where the glazing or shower unless this would prevent placement of a smoke alarm of a guard at the open side of a stairway are permitted to be of Cutting of Beams, Joist and Rafters: or two thicknesses of 1 inch nominal lumber with broken lap joints, or 9 P Y P is less than 36 inches above the landing and within a 60 inch horizontal arc less required by Section R314.3. R e n oVati o n such a size that a sphere 6" cannot ass through. 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored one thickness of 23/32 inch wood structural panels or one thickness of Section R312.2.2(window opening control devices) P P 9 less than 180 degrees from the bottom tread nosing shall be considered to be When more than one smoke alarm is re uired to be installed within an holes not deeper than 1/6 the depth of the member and shall not be 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 Window opening control devices shall comply with ASTM F 2090. a hazardous location. q located in the middle of 1/3 of the span. Notch depth of the ends at the inch gypsum board or 1/4 inch cement-based millboard. Batts or blankets The window opening control device, after operation to release the individual dwelling unit the alarm devices shall be interconnected in member shall not exceed 1/4 the depth of the member. Holes bored or out or minerial wool or glass fiber or other approved materials installed in such control device allowing the window to fully open. shall not reduce the such a manner that the actuation of one alarm will activate all of the HABITABLE SPACE PLUMBING For into joist shall not be closer than 2 inches to the tip or bottom of the net clear opening area of the window unit to less than the area alarms in the individual dwelling unit. The alarm shall be clearly audible in joists and the diameter of the hole shall not exceed 1 a manner as to be securely retained in place shall be permitted as an required b section R310.2.1. all bedrooms over background noise levels with all intervening doors closed. 1. All Habitable spaces shall conform to the following sections of the 2020 j /3 the depth of the � Y 1. All plumbing work to be installed in strict accordance with the 2020 9 9 Residential Code of NYS. joist. The tension side of beams, joists and rafters of 4 inches or greater acceptable fire block. Batts or blankets of mineral or glass fiber or other Residential Code of NYS and local codes. Combination Detectors. Frank nominal thickness shall not be notched, exce t at ends of members. approved nonrigid materials shall be permitted for compliance with the 10 R303 (light, ventilation, and heating) p CLOTHES DRYER EXHAUST 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists Combination smoke and carbon monoxide alarms shall be permitted Pipes in Stud bearing Nails or Shear Nails: foot horizontal fireblocking in walls constructed using parallel rows of studs to be used in lieu of smoke alarms. R304 (minimum room areas) 1. To be installed as per section M1502 of the 2020 Residential shall be located as close as possible to center joist span to maintain 1. Notches or bored holes to studs of bearing walls or partitions shall not be or staggered studs. Loose-fill insulation material shall not be used as a fire - R305 (ceiling height) Code of NYS. structural integrity of joists. Refer to the framing section of this sheet. R306 � more than 1/3 the depth of the stud. block unless specifically tested in the form and manner intended for use to Power Source. Jennifer (.sanitation) 2. Clothes dryer exhaust system shall be discharged to the exterior. 3. Materials for water supply and distribution systems, per tables P2906.4, The re uir Bridging and Blocking: demostrate its ability to remain in place and to retard the spread of fire required smoke alarms shall receive their primary power from R307 (toilet, bath and shower spaces) P2906.5 and P2906.6 of the 2015 International Residential Code. the buildingwiring when such wiring is served from a commercial source, - 1. There shall be not less than one line of bridging when using dimensional and hot gasses. Exhaust duct size and material International Residential Code. g g ' lumber in every eight feet of span in floor, attic and flat roof framing. Exhaust ducts shall have a smooth interior finish and be constructed and when primary power is interrupted, shall receive power from a Lupinacci The bridging shall consist of not less than one by three inch lumber Fire Protection of Floors of metal having a minimum thickness of 28 gage. The duct shall4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), battery. Wiring shall be permanent and without a disconnecting switch FLASHING & CAULKING NOTES be 4" nominal in diameter. P3002.2 and P3002.3 of the 2020 Residential Code of NYS. other than those required for overcurrent protection. Smoke alarms double nailed at each end or of equivalent metal bracing of equal rigidity. All floor assemblies are to be fire-reistance rated with a minimum of 1 2" / 5. All exterior hose bibbs are to be frost-proof type. shall be permitted to be battery operated when installed in buildings 1. Providing metal flashing where framing lumber is in contact with soil or concrete. 2. Block solid of all bearing supports where adequate lateral support is not gypsum wall board, 5/8" wood structural panel or equivalent on the underside Length Limitation P �' ' without commercial power. 5920 Indian Neck Lane Provide continuous hidden (blind) metal flashing where tops of roof intersect otherwise provided. Block all stud walls at maximum intervals of eight of the floor framing member. Penetrations or openings for ducts, vents, The maximum length of a clothes dryer exhaust duct shall not exceed 6. In areas prone to flooding, drainage, waste and vent systems shall be PeconiC NY vertical wall surfaces. Provide metal step flashing around all chimneys, skylights feet with minimum of 2 x solid material with tight joints. electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping 35 ft. from the dryer location to the wall or roof termination. located and installed to prevent infiltration of floodwaters into the Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) ' and where sides of roof intersect vertical wall surfaces. All metal flashin shall and similar openings or penetrations shall be permitted. The maximum length of the duct shall be reduced 2.5 ft. for each systems and discharges from the systems into floodwaters. Carbon monoxide alarms shall be installed in the following locations: 9 3. Provide blocking under all posts down to foundation, beam and/or column 45-degree bend and 5 ft. for each 90-degree bend. The maximum 7. In areas prone to flooding, vents shall be located at or above the 1. Carbon Monoxide are required on each level on which sleeping Jurisdiction : extend up vertically a minimum of 4" from the roof unless noted otherwise. with similar material. Exceptions: length of the exhaust duct does not include the transition duct. design flood elevation. spaces are located, within 15ft. of the sleeping area. 2. Flash, caulk and seal all junctions of new and existing roofs, walls and Plywood: 1. Floor assemblies located directly over a space protected by an automatic More than one carbon monoxide alarm shall be provided penetrations, to form a watertight assembly. 1. All plywood shall be Doug fir or equal. It shall be manufactured and sprinkler system in accordance with Section P2904, NFPA 13D, or other REQUIREMENTS FOR 8. All plumbing fixtures to be installed as per Chapter 27 of the 2020 where necessary to assure that no sleeping area on a story Town of Southold graded in accordance with : approved equivalent sprinkler system. MASONRY FIREPLACES Residential Code of NYS. is more than 15ft. away from a carbon monoxide alarm. Suffolk Count U.S. Product Standard PS 1-83 for Construction and Industrial Plywood 9. Vents: 2. On any story where a fuel-fired appliances and equipment, y 2. Floor assemblies located directly over a crawl space not intended for PER 2020 Residential Code of NYS (table R1001.1) solid-fuel burning appliances and equipment, 2. Each plywood sheet shall bear the "APA" trademark. storage or fuel-fired appliances. Roof Extension (sect. P3103.1) fireplaces or attached garages are located. Hearth Slab Thickness 4"min.thickness for hearth extension Open vent pipes that extend through a roof shall be terminated not less HEATING, VENTILATION & COOLING 3. All end joints shall be staggered and shall butt along the center lines 3. Portions of floor assemblies shall be permitted to be un rotected where P PP g Drawn6 P P Interconnection of Carbon Monoxide Alarms&Detectors: y of framingmembers. Hearth Extension 8' for fireplace opening less than 6 s ft. than 6 inches above the roof or 6" above the anticipated snow accumilation, ER ED Combustion Air complying with the following: p p g q' S� 'a (each side of open'g) 12"for fireplace opening greater than or whichever is greater. Where a roof is to be used for assembly, as a When more than one carbon monoxide alarm or detector is required to M.P. fit' 4. The face grain of the plywood shall be laid at right angles to the joists q � E� A. �. Soild Fuel 3.1 The aggregate area of the unprotected portions does not exceed 80 equal to 6 sq. ft. promenade, observation deck or sunbathing deck or for similar purposes, be installed within an individual dwelling unit or sleeping area, the 4 `+P �.� r� and trusses and parallel to the studs. alarm devices shall be interconnected in such a manner that the actuation Checked B ti 0 Burning appliances shall be provided with combustion air in accordance with the square feet per story. Hearth Extension 16"for fireplace opening less than 6 sq. ft. open vent pipes shall terminate not less than 7 feet above the roof. Y: * .� n appliance manufacturers Installation instructions. Oil-fire a liances shall be 5. Nails shall be placed 3/8" minimum from the edge of the sheets. PP pp 3.2 Fireblocking in accordance with Section R302.11.1 installed along the (front of opening) 20"for fireplace opening greater than or of one alarm will activate all of the alarms in the individual unit. � - � � be provided with combustion air in accordance with NFPA 31. The minimum nail penetration into framing members shall be 1 1/2 Frost Closure (sect. P3103.2) The alarm shall be clear) audible in all bedrooms over back round noise M.A.M. v, perimeter of the unprotected portion to seperate the unprotected equal to 6 sq. ft. Y g for 8d nails and 1 3/8 for 10d nails. portion from the remainder of the floor assembly. Vent extensions through a roof or wall, shall be not less than 3 inches in levels with all intervening doors closed. p - Ducts 6. All floors and walls shall be nailed as per nailing schedule. Firebox Dimensions 20" min. firebox depth diameter. Any increase in the size of the vent shall be made not less than Job No. 4P � =286 Duct Insulation 4. Wood floor assemblies using dimension lumber or structural composite O� p All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Partitions: lumber equal to or greater than 2-inch by 10-inch nominal dimension, Thickness of 8"where firebrick lining is used 1 foot inside the thermal envelope of the building. Equipment. 2052 ivEby Wall of Firebox Carbon Monoxide alarms shall be listed, labeled as complying with All other ducts shall be insulated to a minimum of R-6. 1. General: or other approved floor assemblies demonstrating equivalent fire 10. For trap sizes, see table P3201.7 on plumbing riser diagram UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and a. Provide solid blocking at 4'-O" o.c. between the joist and first interior performance. Distance from top 8" min. Sheet Title : Duct Sed"n parallel joist at all gable walls. of Opening to Throat labeled as comply"mg with UL2075 and shall meet the sensitivity testing All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be Combustible Insulation Clearance DRYWALL NOTES and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, b. Splices of the top and bottom portion of double top plates must be (�� made substantially airtight by means of fastners, welds, tapes, mastics, gasketing " Combustible insulation shall be se erated not less than 3 inches from detectors and alarm control units shall be installed in accordance General Notes staggered a minimum of 24 . P Bathroom Walls&Ceilings: with the R.C.N.Y.S. and the manufacturers installation instructions. or other approved closure systems. recessed luminaires, fan motors and other heat-producing devices. " c. Joints in top plate need not occur over studs. ROOF VENTILATION. Provide 1/2 mold & moisture resistant gypsum board by National Gypsum Exceptions Gold Bond Brand XP (purple board) or equal to all walls and ceilings, Power Source. Building �^ e Duc u > d. Lap top plates at corners and intersections. Ventilation Required: including all bathroom walls and ceilings and any wet areas. All gypsum Carbon Monoxide alarms and detectors shall receive their primary power iii Metal ducts shall be supported b 1/2" with 18 gage metal straps or 12 gage Where heat-producing devices are listed for lesser clearances, PP Y / g g p g g e. Plates shall not be less than 2 x nominal thickness. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly board shall receive one coat of tape and four coats of spackle minimum from the building wiring, where such wiring is served from a commercial galvanized wire at intervals not exceeding 10 feet or other approved methods. combustible insulation complying with the listing requirements shall be to the underside of roof rafters shall have cross ventilation for each seperate space using 'Pro-Form Brand XP Read Mix Joint Compound. All walls, ceilings, and source and shall be equipped with a batter ■ Y P 9 . y backup system that Requirements Nonmetalllic ducts shall be supported in accordance with the manufacturer's f. Notching: Any stud in an exterior wall or bearing partition shall be separated in accordance with the conditions stipulated in the listing. by ventilating openings protected against the entrance or rain or snow. Ventilating ledges to receive tile or stone shall be set on 1/2" cement board. outomaticall provides ower from one or more batteries when primary installation instructions. permitted to be cut or notched to a depth not exceeding 25 percent its " y p p P Y openings shall be provided with corrosion-resistant wire mesh, with 1/8 minimum to power is interrupted. Wiring shall be permanent and without a width. Studs in nonbearing partitions shall be permitted to be notched to " Garage Walls&Ceilings: 1/4 maximum openings. disconnecting switch other than those required for over current protection. Duct Separation a depth not to exceed 40 percent of a single stud width. Refer to details " 9 q P P P for excessive notching studs. ATTIC ACCESS Provide one layer of 5/8 type-x gypsum wall board to all walls and ceilings Ducts shall be installed with at least 4" separation from the earth except where g they meet the requirements for underground duct systems. Minimum Area: of all garages and room enclosing heat producing equipment. Provide one Lis. tings. Sheet Number g. Drilling: Any stud shall be permitted to be bored or drilled, provided An attic access shall be provided for any attic areas that exceed 30 square feet The total net free ventilatingarea shall not be less than 1 per 150 of the area of layer of 1/2 type-x gypsum wall board at all interior house walls common that the diameter of the resulting hole is not more than 60 percent and have a vertical height of 30 or more. The rough framed opening shall not P Carbon monoxide alarms shall be listed in accordance with UL 2034. Ducts located in garages and ducts penetrating the walls or ceilings se eratin the 9 P g g p 9 to garages. Tape and 3 coats spackle for a level 3 finish. g g p g g p g the space ventilated. . of the stud width, the edge of the hole is not more than 5/8 inch to be less than 22 x30 and shall be located in a hallway or other readily accessible dwelling from the garage shall be constructed of a minimim No. 26 gage sheet Typical (all other spaces): Combination Alarms. the edge of the stud, and the hole is not located in the same section location. A 30" minimum obstructed headroom in the attic space shall be provided metal or other approved material and shall not have opening into garage. Vent Clearance: " Combination carbon monoxide/smoke alarms shall be an acceptable as a cut or notch. Studs located in exterior walls or bearing partitions at some point above the access opening. Provide 1/2 gypsum board to all walls & ceilings not otherwise noted `; Where eave or cornice vents are installed, insulation a minimum of a 1 space shall be alternative to carbon monoxide alarms. Combination carbon monoxide/ drilled over 40 percent and up to 60 percent shall be doubled with not provided between the insulation and the roof sheathing at the location of the vent. above. All gypsum board shall receive one coat of tape and four coats smoke alarms shall be listed in accordance with UL 2034 and UL 217. more than two successive doubled studs bored. Refer to details for P g of spackle minimum for a level 4 finish. excessive drilling of studs. Notes INSULATION SCHEDULE (thermal envelope) Insulation Insulation Moisture Air Barrier :gar House Component (R) Value Detail Remarks „T g. Attic and Crawl Space Acces s Hatches and Doors. Access doors from 13.Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Exception:A duct air leakage test shall not be required where ducts and Thickness Type Barrier Sealing ENERGY/ CONSERVATION conditioned spaces to unconditioned spaces such as attics and crawl spaces provide combustion air to open combustion fuel-burning appliances,the appliances air handlers are located entirely within the building thermal envelope. _: `°< ', -• w a herstri ed and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope Existing Floor system assembly existing to remain shall be e tA written report of the results of the test shall be signed b the art 2x8' floor joists) u n less noted otherwise on plan BUILDING THERMAL ENVELOPE on the surrounding surfaces.Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall p g Y party ( 1 ) �� n . ,y 1.These plans are designed to be in accordance with the 2020 conducting the test and provided to the code official. P 9 prevents damaging or compressing the insulation.A wood-framed or be sealed and insulated in accordance with the envelope requirements of Table 0New Floor system assembly R-30c 8" Fiberglass Residential Code of NYS and the 2020 Energy Conservation equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls,floors and ceilings shall meet a minimum of the 19. Building framing cavities shall not be used as ducts or plenums. I.I. for additions(2"x8"floor joists) Batts A Construction Code of NYS for a climate zone of 4A. insulation is installed,the purpose of which is to prevent the loose-fill basement wall R-value requirement.The door into the room shall be fully gasketed 2.The interior design temperatures used for heatingand cooling load from spilling into the living space when the attic access is opened, and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105'F 0 New Floor system assembly R-35 5" Closed Cell E INA i C," h 'a E�%, I g P ° g provide a permanent means of maintaining the installed R-Value of the N1103.The combustion air duct shall be insulated where it passes through or below 55'F with a minimum of R-3 insulation. LL for garage conversion 7 per 1 Spray Foam calculations shall be a maximum of 72 F for heating and a minimum loose-fill insulation. the conditioned space to a minimum of R-8. �� �.�. r ii n -a of 75°F for cooling. P 21.Mechanical Ventilation. The building shall be provided with ventilation that meets the 10.Air Leakage. The buildingthermal envelope shall be constructed to limit requirements of Section M1507 of this code or the International Mechanical Code, P 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope 3.All materials, systems andl equipment shall be installed in accordance with as applicable,or with other approved means of ventilation. Outdoor air intakes and /krch iitE-:� ct air leakage. The sealing methods between dissimilar materials shall allow shall be sealed to limit air leakage between conditioned and unconditioned spaces.All the manufacturer's instructions and the 2020 Residential Code of NYS exhausts shall have automatic or gravity dampers that close when the ventilation for differential expansion and contraction. Refer to the air barrier and recessed luminaires shall be IC-rated and labeled having an air leakage rate not and the 2020 Energy Conservation Construction Code of NYS. system is not operating. insulation installation schedule. more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf Existing Exterior existing to rem a i n 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk 22.Equipment Sizing. Heating and cooling equipment shall be sized in accordance with Walls(2"x4") u n less noted otherse oa win plan 21 Main Street Stony Brook NY 11790 and posted on a wall in the space where the furnace is located, between the housing and the interior wall or ceiling covering. New Exterior *R-19.5 Closed Cell a utility room or an approved location inside the building. 11.Testing. The building or dwelling unit shall be tested and verified as having with ACCA Manual S based on building loads calculated in accordance with ACCA 3 Manual J or other approved heating and cooling calculation methodologies. New or N Walls(2"x4") 6.5 per inch Spray Foam ASB phone. 631 686-6585 Where located on an electrical panel,the certificate shall not an air leakage rate of not exceeding three air changes per hour.Testing shall PP 9 9 9 be conducted in accordance Res-Net/ICC 3801 with ASTM E 779 or ASTM 15.Programmable thermostat. The thermostat controlling the primary heating or cooling replacement heating and cooling equipment shall have an efficiency rating equal to space around exterior window/ fax. 631 686-6786 cover or obstruct the visibility of the circuit directory label, service � required email. MMacrina@MMArchitectAlA.com disconnect label or other required labels.The certificate shall list the E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required system of the dwelling unit shall be capable of controlling the heating and cooling or greater than the minimum required by federal law for the geographic location doorjambs predominant R-values of insulation installed in or on ceiling/roof,walls by the code official,testing shall be conducted by an approved third party.A system on a daily schedule to maintain different temperatures set points at different where the equipment is installed. web. MMArchitectAIA.com written report of the results of the test shall be signed b the artconducting times of the day.This thermostat shall include the capability to set back or Over exterior wall plate t R-32 Varies Closed Cell Insulation to be Quick-Shield 112 or approved foundation(slab, basement wall, crawl space wall and/or floor)and ducts P g Y party gP Y C/D the test and provided to the code official.Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55'F or up Manual J&S is required for any new or replaced heating or cooling equipment 6.5 per inch Spray Foam equal with DC-315 thermal barrier coating These plans are pe instrument c service and are outside conditioned spaces; LI-factors for fenestration and the solar heat the exclusive property of the architect. gain coefficient(SHGC)of fenestration, and the results from any required after creation of all penetrations of the building thermal envelope. to 85°F.The thermostat shall initially be programmed by the manufacturer with a Infringements these the concepts and design ideas Existing Flat Ceiling existing t0 remain presented on these drawings shall be prosecuted heating temperature set point no higher than 70°F and a cooling temperature set to the fullest extent of the law. Copyright 2020: duct system and building envelope air leakage testing done on the 23. Lighting. Not less than 75 percent of the lamps in permanently installed lighting _ (2 x8 ceiling joists) u n less noted otherwise o n plan Michael Macrina Architect, pc. All rights reserved, During Testing: point no lower than 78°F. N building.Where there is more than one value for each component, the 9 9� fixtures shall be high-efficacy lamps or not less than 75 percent of the New Flat Ceiling no part of the plans may be reproduced without certificate shall list the value coveringthe largest area.The certificate 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not permanently Installed lighting fixtures shall contain only high-efficacy lamps. g 5-1/2" Fiberglass the expressed written consent of the architect. g P 16.Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a P y g g Y g Y P [ (2 x8"ceiling joists) R-21 Batts required C shall list the types and efficiencies of heating, cooling and service water sealed, beyond the intended weatherstripping or other infiltration control measures. Exception:Low-voltage lighting. =_ minimum of R-8. 9 9 g• New Vaulted Ceiling Fiberglass heating equpiment.Where agas-fired unvented room heater, electric 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall � (2"x8"R.R. R-21 5-1/2" 9 required p furnace, or baseboard electric heater is installed in the residence,the be closed, but not sealed beyond intended infiltration control measures. ) Batts Drawing Status certificate shall list"gas-fired unvented room heater',"electric furnace"or 3. Interiror doors, if installed at the time of the test, shall be open. seams shall be made substantially airtight by means of fastners,welds,tapes, U (2"x Vaulted" Ceiling R-30 9' FI gattsass required 17.Duct Sealing. All ducts,air handlers and filter boxes shall be sealed.Joints and "baseboard electric heater", as appropriate.An efficiency shall not be Recommended Testing Agency. C' 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics, gasketing or other approved closure systems. listed for gas-fired unvented room heaters, electric furnaces or electric shall be closed and sealed. Garage Ceiling 2"x10" ' baseboard heaters. Integrity Home Energy Assessments: (631)325-4006 g g ( ) R-3o 9' Fiberglass B 5. Heating and cooling systems, if installed at the time of the test, shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the Batts 7, Insulation and Fenestration Requirement by Component. turned off. following methods: Issuedfor Refer to insulation schedule. 6. Supply and return registers, if installed at the time of the test, shall be 1. Rough-in test:Total leakage shall be measured with a pressure differential of Window / Door Type (U) Factor S.H.G.C. Remarks 8. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall fully open. 0.1 inch w.g. across the system, including the manufacturer's air handler i be installed adjacent to soffit and eave vents. Baffles shall maintain an 12.Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers enclosure if installed at the time of the test.All registers shall be taped or 0 Double Hung Windows 0.30 0.30 Construction otherwise sealed during the test. 0 opening equal or greater than the size of the vent.The baffle shall or doors, and outdoor combustion air.Where using tight-fitting doors on extend over the top of the attic insulation.The baffle shall be permitted factory-built fireplaces listed and labeled in accordance with UL 127,the 2. Postconstruction test:Total leakage shall be measured with a pressure differential 1) Casement Windows 0.30 0.30 to be any solid material. doors shall be tested and listed for the fireplace.Where using tight-fitting of 0.1 inch w.g. across the entire system, including the manufacturer's air %%� doors on masonry fireplaces,the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. N 3 Awning Windows 0.30 0.30 accordance with UL 907. 0 Hinged Doors 0.30 0.30 70 Dates C Sliding Doors j 0.30 0.30 2/8/21 Issued for Construction TYPICAL INSULATION DETAILS S Skylights N/A N/A 2/9/21 Rev. Exterior Wall Insulation Notes: - If Air Barrier Sealing is required, refer to air barrier & installation schedule below. typical exterior wall typical siding insulation (see insulation schedule) :_i:: : j - See Typical Insulation Details, same sheet j Garage e plywood g typical siding sheathing Attic >r' Air Barrier and Insulation Installation Schedule Table N1 102.4.1.1 (402.4.1.1) first floor --= - - - -- _ plywood Component Air Barrier Criteria Insulation Installation Criteria i sheathing A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a No. Date Description air barrier caulking i The exterior thermal envelope contains a continuous air barrier. sealing material. air barrier caulking General Requirements Project Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be Proposed the insulation and any gaps in the air barrier sealed. aligned with air barrier. typical floor typical floor Ceiling/Attic Addition a n d Insulation insulation Access openings, drop down stairs or knee wall doors to (see insulation sch.) (see insulation sch.) � air barrier caulking unconditioned attic spaces shall be sealed. grade Garage typical exterior wall The junction of the foundation sill plate shall Cavities within corners and headers of frame walls shall be Renovation be sealed. insulated b completely filling the cavity with a material having insulation Y P Y 9 Y 9 ' (see insulation schedule) The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. Walls exterior walls shall be sealed. For Exterior thermal envelope insulation for framed walls shall be Typical Addition Floor Garage Ceiling Knee walls shall be sealed. installed in substantial contact and continuous alignment with i The junction of every stud,top plate&shoe plate to exterior sheathing the air barrier. Insulation Detail Insulation Detail shall be continuously sealed Frank & Windows, skylights The space between window/door jambs and framing, and 1 -1/2" = 1 '-0- 1-1 /2" = 1 '-O" and doors skylights and framing shall be sealed. Jennifer Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain Lupinacci Floors exposed edge of insulation. permanent contact with the underside of subfloor decking,or f/ow including above garage and floor framing cavity insulation shall be permitted to be in contact cantilevered floors with the top side of sheathing,or continuous iinsulation installed 5920 Indian Neck Lane on the underside of floor framing; and extends from the bottom to Peconic NY baffle between rafters to provide the top of all perimeter floor framing members. baffle between rafters to provide a min. of 1"of ventilation Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation `. a min. of 1"of ventilation typical garage Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction how conversion insulation (see insulation schedule) overlapping joints taped. space walls. closed cell spray new sleepers Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening Town of Southold P typical exterior wall P to exterior or unconditioned space shall be sealed. Suffolk County foam insulation - (see insulation schedule) over top of plate insulation Batts in narrow cavities shall be cut to fit, or narrow typical flat ceiling ?- closed cell spray cavities shall be filled b insulation that on r•, < Narrow Cavities y Insulation foam insulation installation readily conforms to the available cavity (see insulation schedule) ;..�`� over to of late < p Drawn B s<. P p space. Y air barrier caulking Air sealing shall be provided between the garage M.P. r' >.<•: Garage Separation typical vaulted ceiling and conditioned spaces. Checked B insulation r : :r:; ; .:<.;: .:,r. _ ...: :.. ...... . :. :.:. fireblocking y' ry r t' cta see insulation schedule '<..•,.,•., .,, ; ,. ;. Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal v ,� typical flat ceiling r.r:,::,• III ( ) " �� Recessed lighting -+ -� r , ,ty <` ,,•,,..r. , thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. M.A.M. insulation 1 * a (see insulation schedule) Batt insulation shall be cut neatly to fit around wiring and plumbing Job No. :r :<: Plumbing and wiring in exterior walls, or insulation that on installation readily conforms W4 p �� ; to available space shall extend behind piping and wiring. 2052 � '' f r �F 3128 The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and Sheet tile: Shower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. continuously vented soffit :::{fir:; Electrical/phone box on The air barrier shall be installed behind electrical or communication Ener Notes oteS existing exterior walls boxes or air-sealed boxes shall be installed. T ! slab typical exterior wall ,. typical siding 9 f HVA C register bootsots HVA C register boots that penetrate te buil d in thermal envelopee Insulation Sch .Insulati n tYPicaI xterior wall vcontinuous) vented soft (see insulation schedule) shall be sealed to the subflo r or drywall. insulation (see insulation scheduI e )thingrequired When re uired to be sealed concealed fire sprinklers shall onlybeplywood sheatypical siding Insulation D etall S sealed in a manner that is recommended by the manufacturer. :. Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Typical Addition Flat Ceiling Insulation Typical Addition Vaulted Ceiling Insulation Typical Addition Floor Sheet Number & E�affle Detail at Rafter Splay & Baffle Detail at Rafter Splay Sleeper Insulation Detail 1 1/2'•• = 1 '-O'• 1 -1/2" = 1 '-O" 1 -1/2" = 1 '-O" Kitchen Kitchen Appliance Schedule syw` Room Description Quantity Manufacturer Model Finish Kitchen Refrigerator 1 Bosh Benchmark Series-Custom Panel B361T905NP panel ready , .�- -- .r.:..;.. .., - _: .-ro-. •_- Kitchen Dishwasher 1 Bosh Bosh 800 DLX Series SHV878ZD3N panel ready Microwave 1 to be selected to be selected to be selected KitchenM C Kitchen Range 1 Bertazzoni Bertazzoni Heritage Series HERT486GDFSAVT ivory gloss, brass hardware 0.: 1p, /krch iite� ct Kitchen Schedule 21 Main Street Stony Brook NY 11790 _.r___ Room Description Manufacturer Model Finish phone. 631 686-6585 Kitchen Cabinets to be selected to be selected to be selected fax. 631 686-6786 Counter top to be selected to be selected to be selected email. MMacrina@MMArchitectAIA.com Backsplash to be selected to be selected to be selected web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. I, J Infringements of the concepts and design Ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without Range Dishwasher the expressed written consent of the architect. Bertazzoni Heritage Series HERT486GDFSAVT Bosh 800 DLX Series SHV878ZD3N Drawing Status : issued for Construction Dates 2/8/21 Issued for Construction r 11 J J fM:Awyu l6.th° '� »a-a .•' .C-."MaW$�s"t:'Ky"T.::u..Py_... "1'2•iN4.'tfi .7.1 .MMr;n.. !- Microwave Refrigerator No. Date Description idea hidden in pantry cabinet Benchmark Series Custom Panel B361T905NP Project Proposed I I Addition and II I I ------ Renovation Renovation Ii I I I I I I ForI I ----------J—L-------------- ------------ ---------- i—i--------------- --------------- 36"ref. -____ I I N N ® I I 48"wide ------------ Frank & II II 3�" microwave � as stove 0" —1ipantcabinet oven 6-413-2 Jennifer iiit I� 12'-0"f7'-711'-0" 4'-0"-- ,2" 1l Lupinacci Renovated ' d.w; 5920 Indian Neck Lane I N � Kitchen ;sad o I I I I r> I I I CI �� counter overhang I I ; Peconlc, NY I i g' F-----� ----- new I I i new i new I i I skylight ' I �—� above II I I , i , skylight I , I i i I Jurisdiction I I ----------! above !-----6 --- --------6 ------! !-- _JI I I 'I 48" I r f6'-2"— Town of Southold i I i ��new�a 42 I2 " sloped cIg. " -- --� I Suffolk Count --------------- - I y I I ! J i M_ fireplace j e __ to remain --- I Drawn B .6113RED� y: M.P. A. f� -- Checked By : * ti, t� m 1 I A -------- M.A.M. i b. - II -----I- Job No. °^ III I I - �>�e �+ --------------- , - "' I i „ 1 I I =--- =1- - --- 2052 °� H�lfU �i II - - 1 ---- -----I----- -- -- - - Sheet Title ------ ;; - ---- - -- -� Schedules - Kitchen Plan ________ Proposed Kitchen Plan - L---- ---- 1 1/4" = 1 '—O.. plan north Sheet Number: existing A/C unit _ ..---- to remain - - - - - I �proposed bilco door existing the flooring to proposed - be removed down I landing �•� to sub floor - - -- -- - ---`\7---<7-- --- - ---- -- - ' ex.wall mounted electri�: ' I " - t-====-=--J - #1 - ---- -- -- ! heaterto client if they: - - -------------- r===________�`==========� �==_====_=- ---zs----------T - - - _ --- - want to reuse my i .L_� _--- -- ---- ------ �_ Existing H !r, \ window#4 window#5 `J ;;!; %I - -- - -- -- - - -- J - new garage rage . 1 St0 existing tile flooring to ii '-� l ro 25sed A G a i„- rn -a �i i 1 I II I /� be removed down ?, a diori t ;;1E to sub floor ilii = ; ! J---�— __________ -i " IStI J� �1f / ��� X71 ill i existing flush beam to remain A, �� f be A ___J'Y I I - - - - - - - - - - - - _ _ - - - - - - --- - ' - - - - - - assumed I _ ,- ' ____ __ -- ct Exlstmgi D ! i t8'-1" r ex. post I ' ` II I, II' • I i_ ------------- ------------T ----------------------------------------------- Existing --- --------------------------------- L— I x ng � �j�� � � -� 1 I -------------------x------- I � 1 IL ; clg. Bedroom - --, ------ ------------------- ------------------------------- ,� 1111; IY ; ;,Bathrm., I i, ',, ! i ! existing ng wood Ai t I 21 Main Street Stony Brook NY 11790 I-=J ;l' existi o L Bedroom #2 Existing ' ' --J-- #1 i`, '�' 'T, " i _-- floor to remain ex. see column I 1 ; 1 ; ; -h -----------, ,_________, existing wood i to be removed I H i i p - ; IIA _ I i floor to remain i temp. sup ort EXIStIn - Ex"istin ---------- f Alternate #1 e. 86 6585 Bed room #1 g i i i i% ;; i i i flush beam i 686-6786 I ----- ---------- �-------------- - i ��,; _ until new post Two-Car " Contractor to provide client with I --- ----- ------ 1 l fax 631 existing wood T_�• ; ; ! i �xTS in r Clg. ; ; remove and relocate is installed H optional cost to remove existing email. MMacrina@MMArchitectAIA.com - 9 ' floor to remain r------_ ----L______, ' ' = -- Bathrm. ! ; existing i i boiler flue i t ! web. MMArc rtect IA.com Garage ' EX ! i e slab and excavate down to h A arag G m - I j m existing concrete slab j existing I ___________J l,__�- These plans are an instrument of service and are ' 9 r ' vaulted cl I __- #.2- , ; , ii Hing Ro „ ; ng space an you 1 g ; ; Li;i to remain ;; footing for n crawl d the exclusive property of the architect. li i n i i it r___ _ __________ ,� iexistin wood O I' ; I U ',j ;; rr�� , ; r-- _-� g � � Infringements of the concepts and design ideas �� I I I I _ , floor to remain I! . presented on these drawings shall be prosecuted i H new screed coat to the fullest extent of the law. Copyright 2020: I I I TT_TZLIIIIZLZ1I11111T_T_"J�/////�I71�fI_/_.✓///// - ; ; t8'-1" _ _ _ _ _ Michael Macrina Architect, pc. All rights reserved, ✓ 7/t1�TTT_T_ _II_%' Clg. L- —__:_ — — — — t — part of the plans may be reproduced without J C I r-- C- ------------- the expressed written consent of the architect. I r� 0 a existing G i�l '1 ^' 1y I'll '�—^^^1I �—JJ77 1yy■■ i �1 r i Hall existing wood - I ' L IN j i H floor to remain j i ;�____JI —line represents proposed I I I existing wood see existing ridge beam to remain t=====______= floor to remain El L------------ -- ---- Ian H 1 El in closet ! g p walls see floor Ian for g gt --- - x. ride post to room dimensions) p Drawing Status . i ------------------__--------__---------_---------___--------_----------_----------__----- 7.771% r1�SSS�FT --h? LI - - _rII�ITTTT_I_TZLI- Zt support ex post P. e H n S be removed to existing steel existing steel existing attic I 1 until new flush clg. ( ; f-J I EXIStIrI ' ; --'`------- ------ a tem temporarily sfuus ort st u tore ab vev - 1 ---------------- ------------ g _____ hdr_is installed col.to remain col. to remain stair to remain _ - i "____-___- 'I ' I I I ------ c I -_----_-- g I ' P Y PP , Issueo.oyerprior to removal ; I; , i NOTE. I. i Cut back existing C.J. existin wood " j I proposed Existing air handler I NOTE: I 9 I to new wall for a vaulted L{==------------� i i I floor to remain Existing ____ _ I " p do ■ `----------- In attic t0 remain I Cut back existing C.J. for new vaulted cl F I , I t-= _ __-_-- bedroom. , on rade ' Existing -' I g• I i i Kitchen � � _,____ d ;, ;' patio#2 st�. �� , ceiling in new I tS I I in foyer. (see I i LJ I g - _ __ (Se structural pia L� � 11 e str ur n an I „ i on Den , structural plan and ' existing wood t . ( I I section 'D' sht. A5.2 j ii e ) i I i - floor to remain (q ` I H p ) I patio#1 I I existing tile flooring to ; =' section F sht. A5.2 I I I IulNOTE: ! ' I I II i or gf de i 1 --R i be removed down ; i• •a ; -- i i , ------\ ---------- sub F.\ \ - l to sub floor i r existing to existing wall for new I Door#1 Cut back existing C.J. I ; , I r___ I 1 1 , I 1 I '`, I ' I II I I I i t 1 I I 1 11 • I H _ I � I�I� vaulted clg. taller ceiling. (see � Existing �; I � '' - C ,'_� structural plan and �, i I I ! !i „- --- - d i 1 1 I Living 10 1 ' .i ; ,;i- --- section B sht. A5.1) — ; ' I -_ I ! Dates Room aA�'`, I II ' I L , CI -- i 2/8/21 Issued for Construction ---__ - -C= =JTJ ; 1 t- __711_ ____ ---------— � , I 1 I i El ' J L________ ------ i I existing wood - ' ' --- i I floor to remain I ,III I _ A existing indow#1 window#2 window#3 fireplace __ _____ ------ = ___ _ to remain b _ _ � _ ----- 1H- 7= ______ 1 � -__-__-_-_-___ ---- ------ ---� ' -- - - ----- ---- E proposed addition#2�� ' I proposed ' I proposed I addition landing ' #3 ' #3 ' No. Date Description �--- - - - - - - - - - L- - - - -� i I Project -�- - - - - - - - -- ---i-- - - r— —� Proposed First Floor Demo Plan Additionproposed a n d garage additio plan north General Demolition Notes Drawing Reference Notes Renovation 1. Demolition work shall be done in strict conformance with local, state and existing window/door/skylight to be For federal regulations, including all permits and utility cut-offs. removed 2. The Contractor shall at all times provide protection against weather = existing window/door to be removed and existing skylight (rain, wind, storms, frost or heat) so as to maintain all work, materials relocated (see plan) to remain 1=d equipment and fixtures free from damages. Repair any damage to C remove existing kitchen cabinets Frank existing property of the Owner/Client which is to remain in use, or that of any and appliances I N j xhaust vent person, or persons on or off the site caused by the demolition work to be removed without additional expense to the owner. � remove existing plumbing fixtures existin and relocated Jennifer r't N chimney 3. Provide all necessary temporary supports as may be required to shore all r --- , S to remain remove existing washing machine/dryer ■ N existing N and be existing structures prior to the installation of new structural elements Lupinacci 11 chimney refaced N required by the demolition work shown hereon. to remain _ _ existing electrical panels and generator ATS to remain and be 4. Any and all conditions not shown hereon and uncovered in the field shall be refaced -_�- _ { v-- --- _i,:r _ ,, F- A B contractor to maintain p a 36"x36"clear floor A5 ;. A5.1 92-11 space in front of panels .2 L 9-3 9 -3 3-10 3-104 2'-0"-- ' ^ -1121^ ±9,-021^ ' ^ " „ „ 1” 2-0 ±5 5-10 6-6 4-6 4-6 ±4'-0 ±10'-5� equal equal equal equal ofpost 2"thick random p of post of post pattern bluestone and bedrm. of windows of windows of window of window pavers over of doors new bilco door and office and tub 'and living room and bathrm. concrete slab and foyer size'C' ch ;aE��hfor crawls ace by others P \ pack-out wall Alternate #2 access typical stud for plumbing see HVAC _ I ( \ CXW15 CXW15 M -Ei r' notes, same - - ---- Y ------- - -- _�_ ew CXW135 CXW135 P. 9 P• g patch ex. sheet ! z.=A/C --- _ tem lass tem lass — anding# new 2"x4" - » - -- - A rc h i t window obit - framed wall = 1 Ct _ - "' - 3 P g CX 15 — - -- o opening ------ - -- \` J - ----- 5 ---- ---- Align Wall at 16"oc \ _ v ^ 9'-d" - ±95 „ 11 :: 62, 6» relocated relocated relocated CW14 egress CXW15 with ex. XW W1 1 d - B typical stud A window#1 window#2 window#3 temp. glass temp. glass egress Relocated Door#1 ! egr ss egress 32` - ❑ pocket ❑ :; o seat 21 Main Street Stony Brook NY 11790 1 _ 4 i i ❑ 28"x80" N2W "' �" `N M phone. 631 686-6585 - - - saddle patch ex. i _Q I = New -_ New - fax. 631 686-6786 - --- _ - athrm.- - P g Den +Iv t ical stud align F,-- ------ ��� -_I I Bathrm. #1 55a I pocket I I B Bedroom P floor ? O� rn lEF typical stud eW window i `�' c L 0! Toilet' email. MMacrina@MMArchitectAlA.com -- - ---- C I I P I I I ° ' _ T o opening YP 9 W.I.C. #� � - 24"x80 ex, �m N 6'-2" I I 6'-2" ' ' 6'-2" �-� ±8'_1" a'y EP'-. _ t8'-1" Tile Floor Roo o existing post to web. MMArchitectAlA.com #4 ±12-4 Q 3 CI �� - X I 1 I 1 Tile Floor CI • 9• - 3 " - remain locate - linen ±8'-1' (adg. dition) „ - --- - o WIndOW tl ht These plans are an instrument of service and are addition ATS c match ex. 2 g existing i i i i o - sl N CI c ,�� existing =t ,ter O o ±5' 5 1 o to post the exclusive property of the architect. I 1 I I I °a �O. C N g _ u7 i �'---------- r�lO Co " a o,0 Infringements of the concepts and design ideas -- - --_ - `�I_r.' ceiling fan `,i_r,' cl. to be x EF c •-Icv = I 1 I I o - ❑ existing I �, o E - a�•- presented on these drawings shall be prosecuted 1 new 18' long I I EF = g = I �,`^��to be located - r vim--ceiling fan ❑ 3 to the fullest extent of the low. -- ❑ Ex.Wood Floor - NeW determined S.D. n, Copyright 2020: It Iv I I X 30"tall Wall I I I , �IN � ` in center of ��r����11 to be located P = Michael Mocrino Architect, c. All ri hts reserved, Cl. ;; c� �, I I , \ O �N in field P 9 i i i i 1» ;; I r ' \I room Bedroom r �,, in center of r _ linen = - no part of the plans may be reproduced without }I » 3- „ `tet_ t,' C2111n fan room R+ D �� N Lrlcv the expressed written consent of the architect. ---- 51 2 3 9 "' �L ❑ = New Wood Floor o » p New i i 16" 1::=:.. ." a i _ ,�.��to be located #3 ±8-1" +� ❑ ------ ______ ___ ____ _ �$ -_= __ o M +i pack-out this wall 2 CI cl. i to match existing saddle o -- - 4" I I 5 24;; i '; ��` in center of 9 Great I 1 } A `` o+ <�' `;� room 1„ S.D. 1 for new pocket door 1„ S.D. 1„ � �,�, = eW r,�, o o I I 1 @ 1 'a' ,. 0 3 3 Ex.Wood Floor existing 32 +i 1" o hold N o �, v-, Down Room - ❑ 0 » � 5„ I I I I � :.,.: c 3 Co K) W.I.. .C. #2 _� g I = D ±13'-4" 15-0 12'-4" ;24" ±g'_g1^ +I jamb = �� ,13 v Drawing Status existing I I I I r,, " l i ex.Vaulted Clg. I I O g+ 2 6„ 6 _ o shelves MN ex. attic stair New Wood Floor �N 4 Op, 30"x80" 30"x84" \ `� tom Wood ex stin Floor o _ vent u through New ---____-- 24"x80' oo c = P g `� I I patch wood �1,1 to remain to match existing �0,, � r.o. g �chimney � �,N I P `� 1" Pant ex. wood floor 1» _ '2 30"x80" o1 flooring 3 f o i Pocket doors i. ----i Ali n Wall C.M.C M 9 S p I\� K) c( Sef+eddet�3g � '�/ ��---I � Hall ) C) 2 ±7'-11 r exhaust stove = MVAC dugctl with ex. e� match ex. " I I 1 , = ex. floor new floonn to _- -H existing steel rid beam above see roof I�Jn '`' o S.D. S.D. 9 { E� ) +i a) +i throw h roof d I in ceilin I , - - Issued Col.to remain tq b�wrapped with wood trim ti0 existing steel _> Align Wall, 0 +I of doors 1 AlignWall p 3 I r rn 2 thick random for = a E _ _ 30 x 80 = and foyer p c+� saddle - ±8-1 saddle ±8'-1' V, o pre-fab gas "' i r�iatch decorative beams I I }{ Col. to remain c �_____ _____vnth_ex_J �rcv 2� �sr with ex. L � ca attern bluestone �1" -Ig. - - sl hel ht slo ed - - Oe --�_____L - --�_L_-- _ _ ,n r, new opening r+ - -- n 9 P a, -- Pavers over I o ---`*--- ----------- ----- _ i �- �D� d'O, ` ceiling ,' N a cr slab E ""d_ o, fireplace to be selected _ _ _ ______ _ _ han In � , c b others o b g v oConstruction r7------------- 7-F---- ---------_ --- o o _ ----- > installed and vented pre-fab gas I i ¢ d o '�' _ N II \Y-----�_ --Y through new chimney as o o �IN i 1 fireplace to be selectey I x N 36 ref. - - -- - - - N coat __ ___ x �N rod _ •- i 1 I - - - J relocated p x C linen x F II ,� l eW I �- per manufacturer specs "� i I installed and vented 1 I N - ❑ closet o ❑ N b B rm. ❑ �- I I i 'slo ed 1 New _______ boiler-flue-. _� - I Bedroom #1 I P o I I per manufacturer sped I ,� �/ microwaves as stove roof ;� i1 _ 1= —KNM S p Mcv ' #2 o I sink sloped I I ceiling .-_ Patio #2 through new tuner s ISI "�' „ in pantry cabinet „ up through - 3 = „ M " 1M _ _-__ j II ceiling i New 10'-0" i o Q o I I I �� g 28" 24" ven I 1 5 Tile Floor I ±3-10 19-6 i 3� 3 - - 1„� -- II 3 ” 1 tray clg. I (0 E 3 " See sheet G-3 I » »I „ 32" . I » II I Cn I 1 ±18'-6" I I for kitchen 1 ' e2u01 61 >F84 2 0� ±44 " 42" ±44 6-0 14'-82 x 1 I (existing) I I J'I cabinet dimensions Ex.Wood Floor I I q I aqua equal �^ n, existing I iv I I� f 1 I I 1 _ _ L _ II base i Dates F_ - -1 I I� I I� i I I 1 existing ° _ r =_ i'}' cabinets I I Down xisti g i �i i E i i-Ei c' I Renovated - --------------;------------------------------------; �I I - o I New wood floor ' — oo- — Ne i I I 5„ New skylight I nl I n l , a, Kitchen d vv sink F a N =` Foyer F ,� Room ;w. automatic ,�---------------�� - - 1 -- � 2/8/21 Issued for Construction A5.2 CII d I A5.2 i , I ° = EF ry , New Wood Floor _ = Patio #1 i abov i of i New Wood Floor o 1 i o I 10'-0" N i l I shut-off al eoff, rn _ -- - o i I °° i Vaulted CI ` ° o _ , to match existing N ____ �i i cn to match existing i i m °' i Clg - - - - +l o i i l n® , `�� �' �— Tile Floor = __ { -______J__________1______ _ __ ___ ______________________., X ' E T oo I > = >_ _ �, o I counter overhang I I �, L I �-��,\ _ �i i �� ° ----- -- I o `I I� I 1� I I I I existing ^' ceilln fan c\ `I M , �\ �' i 1 -- c�1 L - 31 �I I V cal 1 V a� I new r-----� ----- ca l I I 9 . -- ±27 as - ----- 2"thick randomJ �_: of I `o I I° - I I i I g ++ to be located „ 1 g ' slo ed ` i +I Down vl I� I I� i I I I I I i wood floor r' dry , wall cabinets p `� pattern bluestone 5, of 16 °'i i� i 1 i I 1 I ; 1 In center of C15 I _ _ ! I ceiling I -- pavers over existing o o a v - I ----------------------------� !-- ------� I i room ±8'-1" _ !❑ shelves ---- - ' concrete slab i i`a i i`° ---------i new I I new I I I 1 CI by others °' I I I i t I skylight io---new I skylight I i NeW g " +�o 00 l I I I I above I '�� i above I I existing in `1,D� cl. +I C15 CXW15 CXW15 set nevi Indow tight I I I I sloped clg. I I I Bedroom g vent dryer to exi�tir g rough i I 19 " L_____J L----_J z I 31 j to exterior o opening�amb i i ---- ---------------, --------------------------- ---- (� I #2 2» —±18'-9"- sink ±11 5 ��� 24 patch ex. I I i 36"x84" { 8'�5" ,_ 1» / „ r.o. ;p - - - �- Q r K., I align 3 °�� HOLD) window +l i I 1 I cased _ 1 --e-xisfing floor opening fireplace -8 E CW15 i Ne W1 align opening ±44" to remain CX135 CX135 i = CXW15 / CXW15 _N ¢o,Y temp. gil. Do-Wn Mudroorn 36"tall = floor o 0 1142- 3 " » _saddl 1 11 I 31, 31» egress egress handrail to C ,��b o r72 8 2 14 �, tem lass o 1` E Lu „ 1 1�� 5 I Ae Floor I code 3 », `� 1 '�°' 31” LY s� E typical stud p g E M No. Date Description 36 » 5 / ! 0 ,; As.2 pocket A5.2 -- - 1„ 24 704 X o 1» (2)36"x96" L 24 6 2 3P. 42" ! v v 3� --�- —- door to be - _ '�'�'� patch ex. Project - -- l - ll ---- - a of window _Down window Lo c - = AS., c sink & skylight defected 5' A New a, ro a� opening Proposed --'--- A5.1 1 1 ----- - - Ict - _ Bathrm. �, a; � � � match ex. 1°' � 6'_d" 422" 422" 1 --j- •-gyp-- F-- .3 -- -- ---! r op, .: co N - -- '�' �->!-- ' rx 4 ----Re j v =I -� - - - - - - `° I�. O 15^ 7»: °'� _ ''� ------- =--- ---- ------ --- i ---landing#3 I �- z J Y i4 �- „ - 19" =�-n w- LO o -- I -- -- _ Addition and IN a --- --- 32 tall ° ] -- 1_-- _ 3 I- Y-Al - - - Wall _� landing#2; o --- - J EF b ` coat O a in .� -- -- - I ' 'C> Q M = shelf H -- ------- - cl. oot� +I step Renovation r �V� ML.L -- _ -------------------------------------------------------------- c.1 D n.5" --�-K 4 o '—� -- { M I 2"thick random = steppattern bluestone Fo r 1„ ; ____ ._______ _______ 2 thick random pavers over 31" _ --� - » pattern bluestone concrete slab t[n o 32 18= 5'-2" 3-6 14'-5 pavers over by'"� •n 1�� 1� i--Mair- - concrete slab Y o (0 32 32 14"x12"w. �_9penlr�g --+ new 30"x80"3/4 hr. rn = by others Frank CL _ I fire rafter door with ca N steps above L-----_ cu i =E closer to be sele ed a, a, (see sheet A2.2 0 for specs) exact quantity of a -o frame wall to risers to be a 6 `o Jennifer new underside of stair determined in i d > (D stepping with fireblocking 0 a� D ■ byones othersGarage Dry�Vv IIIIa Note above wall between = ca Co y stringers to code -00 Liftmaster 8500 . o= Lupinacci Install one layer of 5/8 etc sum aI wall mount garage o I A5.2 Y type- °gyP �, door opener •- �� wallboard to all walls and ceiling D "'� 5920 Indian Neck Lane in garage. Tape &3 coats spackle'*-.* ` of doors of post and window of window of window window I/ 3 and foyer PeCOnIC, NY b exterior wall and door , 6'-0" 6'-0" 6,_31» 6'-31„ 18 184" ±20" ±52" 24 24" o ^--_-__-- low beam above ` 4 1 4 1" Jurisdiction ______-_- �-- -- ---------- --- _ �� -_______ -----------------------------------�- -- ---- -------------- - - --- 12'-0" ±12'-62' ±3'-12 ±24'-4" Town of Southold N +T (see structural plan) \ (addition) tyl _� 1 1 � I Suffolk County v o " l I NOTE WINDOW NOTE HVAC NOTE ^, 14-82 14-82 nl ca of window new driveway and gable \\\ by others I All newwindows are to be'Anderson' 400 series All newly added spaces are to utilize existing Drawn By: .����•� ` s O Gable Window See sheet A2.2 for floor plan air handler. Contractor to modify existing �S`' > CN12 • Exterior colors to be white and black ductwork to each new room. Locate one M.P. ��, ��,�t. q, �+� New = � U legend, key notes and floor black windows are noted on plans (black) Two-Car �N `i stationary register in each new room and two in ti� '� ",A I _ b Checked By: * ,� s n Garage N � o ( lack) plan details. • Lo E glass Bedroom#1 and Great Room. Contractor to r w n F_ • Insect screens install a new hot water coil for heat. Plumber M.A.M. Liftmaster 85 0 a -°aato run supply and return line from existing �A o wall mount gara�e = Proposed First Floor P I a n • Hardware color and style to be selected boiler u to existing air handler in attic. Job No. 3t2a 6 door opener 3 �, p 9 0� 31» 31„ q ;� 1/4" = 1 '-O" 2052 N:W `f 2\' 29'-5" plan north Alternative #2 foundation wall below FLOORING NOTE NOTE SEPTIC SYSTEM NOTE Contractor to provide client with optional Sheet Title cost to add a second HVAC zone to match CXW15 CXW15 CXW15 = This home has recieved approval for up to 4 existing 'Carrier equipment, sized to supply First Floor Plan (black) (black) (black) Existing wood flooring to remain and patched See sheet A3.0 for dimensions bedrooms as per S.C.D.H.S. Permit Great Room, Kitchen, Foyer, Mudroom and of landings and patios. 8-50-144 dated 5/17/79. New Bathroom#3. throughout at all removed walls and at any 9 p of windows and garage Existing home has 3 bedrooms plus one 15'-0" 15'-0" existing file floor areas. Sanded, stained and proposed bedroom for a total of 4 bedrooms. - sealed with (2) coats of polyurethane sealer. 30'-d" (garage addition) NOTE Sheet Number A See sheet A3.2 for all A5.1 structure information. New stair to be oak treads PLAN KEY NOTES with painted poplar risers. ,: Handrail to be oak. Handrail _Y and treads to be sanded stained A and sealed with(2)coats of Custom Shower with: A5.1 polyurethane sealer (9"treads r=-=r -Custom tempered glass enclosure. plus nosing). Riser height to be -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over determined in field (8%4'max. thin set mortar over Schluter-Kerdi pre-sloped shower tray over riser height) thinset mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof pan system Mic,-- h ;a (al 30'-0" (see detail same sheet) -triplethcurb C r' a 5'-0" e 20'-0" 5'-0" -Secure the water supply riser from the shower valve to the shower head to the permanent structure. A ��h i tEEh �� -Shower to be equipped w/pressure balance control valves. I -Surround to be tile over 1/2"cement bd. -Shower seat 16"x16"(where shown on plans) 21 Main Street Stony Brook NY 11790 ---- - ; Free Standing Bathtub: phone. 631 686-6585 �1T -36"x72"tub to be selected fax. 631 686-6786 1" 32 --- --- -------- 3� " 8'-52 8'-52 �4,ZT C (5)14"deep wood shelves to be painted email. MMacrina@MMArchitectAIA.com Dormer Wall space shelves equally web. MMArchitectAIA.com Plate Height,"'-17,_., . These plans ore an instrument of service and are - D (1) 14"deep shelf set 68"above finished floor the exclusive property of the architect. --------------- ---` -- F 7-6- A ' ' � and metal rod set 2"below shelf Infringements of the concepts and design Ideas ----- 1K14 presented on these drawings shall berosecuted ----- ----- -- ---------------- -- 84"wide x 24"deep x 36"tall vanity with 1"filler each side to the fullest extent of the law. copyright 2020: r " ---" ----- - -------------------- E Michael Macrina Architect, c. All rights reserved, 1 1.. __ ___ ________ 1�� 1" counter top to be selected by owner the a expressed the written consent of the architect. 3� M 32 3� 32 � ; no part of the plans may be reproduced without �5'-0" 6'-2" 9�-2" 5'-0"_ Bathtub to be selected with: • I 36"tall -30"x60"tub to be selected handrail sloped clg. ; -Curtain Rod Drawing Status to code -Secure the water supply riser from o i the shower valve to the shower head GO _-- x to the permanent structure. ------------- cr— -------- ------------------! L -Shower to be equipped w/ sloped I I sloped I pressure balance control valves. ceiling i i ceiling M -Surround to be tile over 1/2"cement bd. Issuedfor I i _______-__--� L--_-_------- 48"wide x 24"deep x 36"tall vanity with 1"filler each side ■ 0 o counter top to be selected by owner constl'1, diol o L0_ ,s,_ o Ful 30"wide x 24"deep x 36"tall vanity with 1"filler each side 0 0 New 0 o U counter top to be selected by owner .� C)Z �, nfinished x- �� o 0 co Attic 'Co N LO I N XN XM FLOOR PLAN LEGEND Dates : v� 3 32 U� 29'-5" 2/8/21 Issued for Construction STRUCTURAL POST ----------- min. (2)2x4 unless noted otherwise on plans LLslosloped ped--� oii NEW FRAMED WALLS i �, ceiling i i ceiling ;,,, --- ---------------------------- i TALLER/LOWER WALL or (refer to sections) 'rd5' 0" sloped clg. Dormer Wall Plate Height ABOVE SUBFLOOR A.S.F. 31" 7'-6"A.S.F. 3�" - - 19'-5" 5'-0"� SOFFIT / WALL CABINET ABOVE ABOVE M ------------------------- ------------------------ _N TECO INSTALL SIMPSON STRONG No. Date Description CXW15 CXW15 CXW15 CXW15 CXW15 TIE JOIST HANGER egress egress egress egress egress EXHAUST FAN EF Project (black) (black) (black) (black) (black) (min. 100 cfm to be vented to exterior) foundation below roposed of windows and dormer Addition and garage door 10'-0" 10'-0" NOTES 1 weather stripping 5 f 20'_0" T5'-0" R e n ovat I o n 2 6 � 1. See sheet G-2 for insulation specifications. �1/2"x2"'Azek'trim 30'-0" 2. Install all smoke detectors throughout home For Y" as required by the 2020 RCNYS, sect. R314 and Ya"overlap noted on sheet G-1. door opening plywood A5.1 3. Install all carbon monoxide detectors throughout Frank & 1 sheathing " 5/4"x6"'Azek'jamb home as required by the 2020 RCNYS and ife shim to be ripped to size space (overlap trim 1/4") noted on sheet G-1. enn r Proposed Gara a Attic PlanLupinacci1/4"reveal g INTERIOR DOORS typical siding 5/4"x4"'Azek'casing 1/4" — 1 '-O" plan north 5920 Indian Neck Lane Typical Garage All interior doors are to be 13/" solid core paint grade (MDF or masonite) Peconic, NY with 3/4"jambs, 3 hinges per door(radius corners). Exact door design and (D Door Jamb Detail hinge finish to be selected by client. 3" = 1 '-O" INTERIOR TRIM Jurisdiction Exterior Caulking(typ.) Town of Southold Contractor to price for 1"x4"flat pine window and door casing. Window to 5/4"x 4" Exterior Trim Board Suffolk County have a 1"x stool with 1"x4" apron. Stool to extend 1" past front and side cut to size of casing with a miter return into wall. No exposed cut ends. Base mouldingto be 9/s'x 5%"flat pine. All trim to be prepped, sanded Exterior Typical Exterior Sheathing Install Schluter-Kerdi DS waterproofing p p pp � � Drawn B membrane on all three sides of curb primed with (2) coats semi-gloss paint. Color to be selected. Side Cover window flange with y' -CERIED Schluter Kerdi-Line linear drain assembly soft flashing M P �i5 'aaQ drain cover to be selected by ownerAEL A. 0. Schluter-Kerdi Kers-B q�' preformed, seamless Checked By: �� 9t+ � Install Schluter-Kerdi DS waterproofing r — — I corners as re •quired for �, 0 — — — — — membrane flashing around drain flange wall to floor intersections Double 2'x4" M.A.M. to �, y structural post 7 as A O 5/8"cement board Porcelain the over thinset mortar over stone cap Job No. 3j286 at all shower walls - Schluter-Kerdi DS waterproofing membrane over I 1/2"Gyp. Board 1"x4"Pine casing to be 5 2052 0� N >sy r0�+ -thin set mortar over - - unless noted _____- ___________= (typical)Install Schluter-Kerdi DS -Schluter-Kerdi pre-sloped shower tray over t(yp ) primed and painted otherwise on plan Wrap structure with j waterproofing membrane -thinset mortar over 1/4"reveal soft flashing prior to Sheet Title on walls to ceiling - plywood subfloor )/2 2 4 - Y2" (typical) N N window installation � � j, % '! Garage Attic Plan catch screen � � — i � � g I 2 4 Door / 1"x Flat Pine to be i. pine extension jamb Saddle to be rimed and painted to be primed and painted selected Max. slope of 1.2 p p tt! �iil�lll 2 4 ::,: r:, tr{ f: ± t #irk ? Tile Fir. SubFlr. Shim Space line of stool below E == Finished Fir. ! 1 Drywall Install Schluter-Kerdi-Band corners Interior in thinset at wall to floor base as per 3!4"plywood subfloor mud base _� Rough Opening Side 1"x6" Pine Flat Trim Board manufacturer's specifications p� (see plan) g T Door Jamb From ripped to size, to be primed and painted Blocking Yp Sheet Number : Typical shower pan & curb detailSaddle Transition Detain Typ. Cased Opening Dtl. Perpendicular Wall Typical Stud Pocket Detail 3•' = 1 '-O.. 3" = 1 1 16'-0" t56'-3" t12'-4" ±24'-4" R 4 ^ Y \ ii le' •. A-'lhF ' new patio , ,� `ff) ±41'-5" 11 -0 t3'-10" f3'-4" center with new door above center with window above ' Top of Wall 7 ma ntain 4"above A3.1 �� ; i A Bfinished grade K 8 8- r ------- --- D A5.1 A5.1 (verify in field)I 9'-8" x 5 ,1 lr----- '1; i52 'c4 A5.2 C n .-a --------- i; 2 N I °° � - ------------------------ - 3 I 44" ) 21" I - /moi r c h itEEhct I I -- -------------- r_____, 1 ■ cv r -------------- pressure � I r----- ---� I 1 co 1 1 I I I� I I I I 1 _I 0 1 A/C unit I o . I , New I I treated 1 , I above 1 _I 3 I I 3 I I stair I I I I , r--------------- ALIGN I I 1 1 , Unexcavated I I ALIGN I t 21 Main Street Stony Brook NY 11790 new crawl � M 1 , ; I Existing 00 ex.vent s ace vent ----- , , (see note'unexcavated') 1 _ _ ___� L______J �___ _ i in new g ------J L------------------------A L r -- ----- ------------------------- ----- -- ---------------- ex. vent to match ex. p 1 ----- - - g Unexcavated 631 686-6585 fax e. to existing in on I � I each side --------------------------- -------- ------ -- ----------- ------------ -------- --- ------ ----- --- IZXT--------- - 631 686-6 86 � r------------ �, a, -- � 2 -, � (see detail) 7 existing > > > , I flush beam ±4'-10" " I I » email. MMacrina@MMArchitectAIA.com approximate location of ex.waste line I house trap � --n° 'o pin new wall , t N I -231-0- approximate pin newwall p -> , ------------------Z------New Crawl Space clg. height ,, j i web. MMArchitectAlA.com LL cu rL ns ti ca to existing To of Wall L- -- I t0 exlstln pThese Ions are an instrument of service and are 1 g bo M ,X w u ,- N (see detail) I --------- the exclusive property instrument the architect. I I see detail - - - ----- I I ( ) 00 Align with ex. L ---- ---- - ------- -_ -__-__-_ rn Infringementsusive of the cof t is and architect. n ideas °O �' a3i `"a3i N cv 3 new 2"x8"F.J. new(2)2"x8" N I Ip 9 rn I resented on these drawings shall be prosecuted existing 2"x8' F.J. b , 3 = 13= at 16"oc low header (2)2"x4" P.T. 1 a, "Q Co i I p g I I I existinga> '- ID L I patch existin n o N I pin new wall to the fullest extent of the law. Copyright 2020: I +l I c (D I = °' � 1 0 (4' length)seat 2 2"X4"P.T. jack i g 0 °' io s fill in existing garage door i , to existingMichael Macrina Architect, pc. All rights reserved, I crawl space '0 X =-a ( ) floor opening 0._ g g g I I = = on ex. sill late I no port of the plans may be reproduced without �N I access = p jack u,33 opening with 8"thick poured I (see detail I r7 I � I p g p I , ) the expressed written consent of the architect. ±44'-11" ±4'-6" 4'-0" ±4'-6" ' saw cut existing p.c. slab N concrete wall from existing I I o I I �•, I I I m.o. I for new c. haunch slab x `-° o foundation below to match height I 1 I I I I saw cut existing i p o g I I (center on g i centered under new wall N co 0 of existing foundation wall t , I 1 I I new steps) foundation wall I above(see detail) �, > � I I Drawing Status o I , I , f ---------i----------------- ex. oil for new opening > 0 m Existing I r-------N----------------- burner 0 N I I 10-0 I I I Crawl Space 1 (� 1 I I H -- - --- - - - - -- - --- - -- - -- - - -- - - - - - I i °+ I i 4+ 1 i- d+ t exi Itin I low beamI + ----i i-�+ I I LP °O o __ o o I 3 C existing - -— - - - - - Issued r I I I 1 I I I I I I I 1 I I + 1 -1> > I I _ I I r-----� , pier exlstln L----•I L----J L----J I I L ---J ---- O/ L----r� -0 I E , I I g ^ , 1 1 1 existing 4 c� ex. i-------------------- -i I I l 1 pier Existing , I I HWH '�� 001_ well I 1 I I ° 1 I 1 - relocate boiler I I x tank - ---- -- - - -- - - -- - - -- - - - - -- - - -- - - -- I 3 I-0 ; i E( p - flue u throu h I new(3)2"x8" dashed line indicates 1 I Comstructiuo n Crawl Space p 9 I - I I in new ib 8" p new chase 1 I flush beam under m I fireplace to be centered �I ; ; g iu I " , I = ex. ne see floor wall I I to existing 1 I walls above I I » I N I 1 » a� I well ( plan) 19-4 I , in great room and ridge , •. , ) +I 3 -I tank _ f23'-o" I I , I (see detail N ±48'-11"- (see I I - I °( existing 2"x8" F.J. ±4'-10" c -' a o N oo °° ° , above (see floor plan) , , 0) . � ' 0 1 I 1 I S Clg. X t� (� oo a Q , 1 I I I ±3'-5" n I J� a� JF J� , JCS I 1 I t �= ExistingN 1 1 I I �� I L existing ° I ° ° I as= Unexcavated Unexcavated _ z o I I . ----� I Clg. X g r--- r--- r--- r -- r--- cv r--- N ° -H I , New 0 1 i i 0 I 0+ 1 existin to beam I °+ I t °+ I I 1 °+ I I °+ I +1 I °+• I - M P I I o 0 a , I ^ 28" I I existing _ _ -, g I _ _ _ I I 1 N.0 -0 I I t N o I r7 I - - -1 - - -�— 'T- - - - - - X •o I I (see note'unexcavated') l I t n +1 ° I t -H I I 1 I I I I I I new(3)2"x8" I I I I = o (n-0 I No I � � Dates w I I R N�, existin c. slab , I L----J L----J L----J L ---J L----J --J existing 1 1 �° I ; t , existing existing i' flush beam under �, > to remain I I t I = I walls above = > 0 I I 1 i 2/8/21 Issued for Construction pier pier oo I I I o I of New Unexcavated I ±18-4' 1" ' " " 1» existing I I ±22-4 f7-5 f15-4 f4-5 ±28" existin c. g I I (see note'unexcavated' I I E 1 g p � , pin new wall I E 1 > foundation all footing R I existing 1 rn I u (0 ^ I I tedetail I I 1 I I 1 f 16"X8" I saw cut existing = LL N I 1 ( ) I , 1 1 I foundation wall I X = `° +1 I I I I rn , new crawl x 1= ___ __ fill in existing vent o I ex. ex. ex. I ---- -J -------------------- -� 1 I for new craW centered w. space access ' pin new wall rn X I --------- ------ -------------- ------ - I with p.c. and pinto m, I I tank tank tank new 2"x8"F.J. --_-_-_--__ _____ = N 3 — �- 1 I existin wall each ° I I window above at 16 oc r I _ __ g u, fill in existing vent � to existing �. side see detail X I I g to align with ex. 1 I Mn c io 3 I , 3 , I ( ) �, saw cut existing I. I with c. and In to I , each side X 3 , co existing foundation wall , ; existing wall each seat o length) ------------� ; 1 (see detail) °' I- ALIGN I 1 for new crawl I I , I New , t I pier , , side(see detail) sill plate I Crawl S acd , I I -- space access- ----------- , �� L- D L---------- -------- --- L--------- ----------^---------------------- - I -- - - - , ±4'-10"clg.I -- -- ------------- I I I I I A5.2 $»1 ; --------- , r----- ----------- --------- --- ------ ----- r- --- r------ -- -- ---, r- 113 " -- - , r--- --- LN ---- ex. vent No. Date Description --- - t 15'-4" 60 18„ 17'-8" 8' I t44" I j ,t I ±6'-1" f41 , I . p C-4 t N _� I I a I I E 8 ------ ------------------� I 8" Top of Wall E Project c I I N N 1 I ' L__------_ I Z J I , ', I I ' I ° I 1 � 1 -------- A5.2 i ' ••• •- �- •' •• I Align with ex. A5.2 C� -� I i I +�(D new 1 o . , r-------------� , ----� ---------- I I I 1 > a� � =Q 16"X8 I ; B ; o Proposed I C Q ; " 0I New I >o0 ao a)- vent ; , A5.1 C _ I ; j I 1 ' --- o N o I o I New I00 124 Co 6 ravel 00 w N 0 X I , ; � As 1 0 U n excavated ' Addition a n d I 18'-4 I , X 3� S ace I°° 3 3 0 ; u----- -------I I ; ; I ir, L_ _--j 18» o N 0 i I i ; 113 (see note unexcavated') --------------------------- ---- ------ - t3'- ch .- m M I T r------ --, I -------------------------� Renovation Clg. "Z U • , New ------- _ R ----i gmatch ex. I ; " 0 8"I i 10" Unexcavated I - ---------------------------- ID • » N 36" I I 7 19-8 8" i 54 ; 1 (see note'unexcavated') ------- . �-------- - ----------------------- -------- ---- L------ - IL , 3 For r00 00 CV I I I I - i —� Top of Wall i i , Frank & 2 1 I 2 Align with ex. I I I 12'-0" f12'-6 " f37 " t24'-4" newt at0io Jennifer Top of all p 1 down 18' I I , of this foundation to be Lu � nacc� Top of Wall 10 o center of new foyer above I t N pitch slab I l o I contractor to verify exact t I I I down 18 I I I I I location in field 5920 Indian Neck Lane Peconic, NY I I I I II I 14'-4" 14'-4" I i Jurisdiction . I I AI I _® I I I X7 UTILITY R 1 o UTILITY SERVICE NOTE FOUNDATION PLAN LEGEND Town of Southold typical column co ; ; �, I I t• y ,>�i and footing Suffolk Count N I I N N I I ►. 1 General Contractor Shall STRUCTURAL POST Y UNEXCAVATED FOR i i Locate & Stake Out All min. er x6 unless noted I I I I I Exist'g Utilities Prior t0 otherwise on plans GARAGE SLAB N Drawn By: I I Any Excavation. The Utilities �EitEp TECO = INSTALL SIMPSON STRONG 4Ea A I 4"Thick Poured ncrete Slab 3,500 psi) ; ; TIE JOIST HANGER - �` Top of Wall w/6x6#10 Welded\"`:re Mesh Lapped �_ , , —� haven on Plan are P. I I Align with e Vel ppe Approximate Locations Only. �,v .0 r► min. of one full mesh&wired 2 ; ; 2 � Checked By: F n I together at 48"oc over 4 hick base I I I 0 New Foundation Wall --------------- 0 n I I I o,E On Footing M.A.M. `� Ir• �J I I iv course consisting of clean�sand, 1 t g .► ----- gravel, or crushed stone. i -- -------- �� 0 >F I - I I I NOTE Job No. I Pitch Slab Toward Doors I Top of Wall -_-_-_--------- ® j286 • ; a min. of 1/8" per foot. ; ; down 18" --- Lower Top of Wall 2052 IvE W *40 see Ian New crawl space --------------- •• i 1 (slab area=approx. 707 s.f.) ; ; p Sheet Title 8 8»I OR vents to be installed --------------- ---------------------- -- 1 I I •- I in ---------- ------------------------------------------------------------, N as per code. --------------- Foundation Plan L-------------------------------------------------------------------- _--------J --------------- 0o Existing foundation wall _ 1I� NOTE --------------- New Poured Concrete f jam . 30'-0�� Proposed Foundation Plan Footing L See sheet A3.1 for A 1/4•' = 1 •-O•• foundation plan details, Sheet Number : A5.1 plan north legend and notes. Detail Symbol 2 2 Required Hold Down ® �d Location(see detail) (1)2"x6"treated sill plate i sill seal insulationnew coated (see floor planll I termite shield copper dM '.�..^ top of wall �;� :- $:.� •� • It align with w anchor bolts • existing E new sleepers to (see detail) n new insulation new vapor barrier align with existingii • °O (see schedule) over slab I (see structural plan) slab on grade II , Solid Corner Post (see plan) ° ��Jl i C a e 'M �• a Ara 'SIMPSON' o �' 2-16d Common STHD14MIN J, nails ® 6" o.c. n C 14 -J`., �� -��, �'� �'�_/` ! `� 8"thick Poured Concrete fflll� - = 1� ArchitE: Ct v �; Foundation Wall � =1E q-d d d ° ` i Blocking 21 Main Street Stony Brook NY 11790 c c �4 @ Endwall provide 2"x4"key o M existing p.c slab . I _ ° .a existing p.c slab ° new compacted phone. 631 686-6585 g�. a a p.c. slab ��.� ONE #4 clean fill fax. 631 686-6786 °O • �� ��'� REBAR •o o email. MMacrina@MMArchitectAlA.com haunch slab (2)#4 Rebar o• °O web. MMArchitectAIA.com •• t<` et _ '`� c0 These plans are an instrument of service and are 16t� _ the exclusive property of the architect. 3Q.. . �t�• ��� 4 -4111111 Infringements of the concepts and design Ideas -50 16" presented on these drawings shall be prosecuted 4'-0" �� to the fullest extent of the low. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, center haunch slab on new Typical i ca I Garage no part of the plans may be reproduced without framed wall above H o I d d ow n Detail the expressed written consent of the architect. Foundation Wall Haunch Slab Detail Drawing Status Top ll 0'-0")Found'n Issued for Wall (0'-0") ■ 6'-0" o.c. 6" min. Top of Slab Const l�'U Ct l O n 12 Max. Sill Plate Finish Grade TYPICAL TYPICAL X :2 to match existing SPACING CORNERS = rE I E Coated Copper E Termite Shield N Haunch Slab Sill SeaInsulation FFoundn Wall 'Simpson' BPSS/-3 . Anchor Bolts � °a ' Dates hot-dipped galy. - � 3"sq. Washers& (see Anchor Bolt Dtl.) •b ()a'E End Nut SetupI J� 2/8/21 Issued for Construction 8"thick Poured Concrete �� F Slab Edge Detail Foundation Wall sill plate to match existing o° 3/4•• _ '-o•• CRAWL SPACE FLOOR waterproofing s 5/8"dia. Anchor Bolts to grade 2" Screed Coat over 6 mil. °E' Provide 2"x4"Key ' polythelyne vapor retarder poured concreteSam ° o (lap joints as required) 1111�1foundation wall 2" Screed Coat _ I over clean compacted fill, Emil polyethelyne ° 4"thick p.c. slab remove all vegetation & Typ. Anchor Bolt Dtl. organic material Vapor Barrier 2"thick Com acted bluestone pavers Not To Scale CleanFill 'o ' o� • _ o; w (2)#4 Rebar _ 0_ _ --�o a ° ° o o UNEXCAVATED No. Date Description o a 4" nee 1111111 veneerto o o j ° ehaunch slab be selected Fill & Tamp in 6" lifts fora 4" thick Project 16" _________d _ poured concrete reinforced slab with „I a oo #4 at 12"oc each way, over clean sand Proposed Typical Crawl Space l a over 4" (3/4") crushed bluestone, all d ° compacted to 95% Relative Density ";DFoundation Wall E ° Addition and 1 •• _ , '-�•' coit M Renovation poured concrete TYP. COLUMN & FOOTING . foundation Wall o ' 4" x 4" x 1/4" Steel Column For on 36"x36"x12" deep 0O (2)#4 Rebar (unless noted otherwise) - --tea- - PLAN Poured Concrete Footing Frank The Connection Instructions of the New ' w/#4 rebars at 7"oc E.W. ------y Foundation Wall to the Existing 16'Existin New Foundation Wall are as Follows : Jennifer � T 1) Clean the Exist'g Foundation of any (4)5/8"dia. bolts steel column ------ 7 Soil adjacent to the new Foundation Wall. Typical Porch inacci 12) Drill a Hole @ 12"o.c. Vertically, Large Foundation WaII 6"x6"steel baseplate 4"thick P.C. slab ��enough for a#5 Rebar. 3) Install(1)#5 Rebar in each Hole&Set w/Epoxy Mortar. •• = 1 '–O" ; 4) Extend each Rebar 12"min. into the35920 Indian Neck Lane .. " ELEVATION New Poured Concrete Foundation Wall. N Peconlc, NY i Jurisdiction Connection Dtl . 36" Not To Scale (4)#4 rebars at 10"oc Town of Southold each way Suffolk County Drawn By: VIED �R EXCAVATION AND BACKFILL CONCRETE M.P. ��ti *,L A. Steel'Bilco'Door 1. Contractor shall locate and stake out all existing underground utilities prior 1. Foundation walls to be a minimum 3,000 s.i., unless noted otherwise on plans, Ar ��'� ��� to P� p Checked B to any excavation. The utilities shown on the plans are an approximate on the above soil assumption. If other soils are encountered, lower bearing y * M• 0 8" location only. values are to be assumed and the foundation must be redesigned. M.A.M. „ a 2. Excavate all areas as indicated in the drawings. All excavations shall be the '� / 5Y minimum depths required achieving clean undisturbed virgin soil with stable 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a Job No. 9�F 0312x6 �- moisture content and non-shifting and non-shrinking soil characteristics. minimum 3,500 p.s.i. p� NEW The Contractor shall be responsible for notification of poor soil characteristics 2052 to the Architect and shall not proceed with the work until receiving instructions 3. Concrete shall be air-entrained. Total air content(percent by volume of concrete) from the Architect. /o shall not be less than 5 or more than 7%. Sheet Title To of Foundation Wall 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the •o Maintain 4"above finished 3. The Architect has prepared the drawing and specifications with an assumed narrowest distance between forms or three-fourths the clear spacing between rade grade bearing capacity of 2,000#per sq. ft. and an assumed soil characteristic of sand, reinforcing bars or between a bar and the side of the form. IIS' silty sand, clayey sand, silty gravel and clayey gravel(SW, SP, SM, SC, GM and GC) ro 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement Foundation poured concrete— ,--� unless a soil test analysis has been preformed as per table R401.4.1 of the and foam insulation, a composite of cement and wood chips, or other approved foundation wall 2020 Residential Code of NYS. n Details :o sufficient strength to contain concrete during the concrete placement material suitable for supporting and containing concrete. Forms shall provide 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. operation. Form ties shall be steel, solid plastic, foam plastic, a composite below finished grade unless noted otherwise on the plans. of cement and wood chips, a composite of cement and foam plastic, or other Bilco Door Detail - 5. All backfill shall be clean granular fill. suitable material capable of resisting the forces created by fluid pressure of fresh concrete. 6. No Backfill shall be permitted against concrete or masonry foundation walls without floor framing or proper bracing as required to prevent damage to walls. No Backfill shall be permitted within a minimum of two weeks after pouring. Sheet Number: The Contractor shall be responsible for any damage to concrete or masony wall. 7. All grading to drain surface water away from foundation walls at a minimum AN at a minimum of 5%slope. A5.1 A5.1 � � /A B� = new(2)2"x8"hdr. new(2)2"x8"hdr. T 0 new x - -- ---1-- - - -- nh --a E:� I Ian hg 1 new j N (2)2"x4" -- - -1-- _(2 2 x4" new ---- N a� 2)2 x4" P — new ..._ 2 2"x4' 4 . ... � � C r n post ost 3 L post � O _ ,,''' new continuous(2)13/4'x 9%"Ivl hdr. new(2)2"x8"hdr. new(2)2"x8"hdr. new(2)2"x8"hdr. new�2)13/4'x9%" Ivl'hdr.- -- - new( 8 hdr. c U - post 'l a� c O � E Avrch it11 � - eCnew CI '- o � eW,---'--� ---T- 1 i new new 1 I ; New new g- x .-, � —(- , 2"x8"c.J. 2 2"x4" post Bathrm' #1 -;- - - i i(2}2"x4" (2)2"x4"i ; i � -� O P new 1 - ----- 1 1 post post 1 I ° Bathrm. i t8'-1" New at 16"oc 1 I 21 Main Street Ston Brook NY 11790 - CI m new 3 13/4'x 11�/"Ivl flush beam existir flush beam to remain ! y - -- ----- - #3 9' Bed room =_ new �—-—�- - g_ -- c t6'-2" I I t6'-2' I I ±6'-2" 1 0 (3)2"x4" - - - - - - - - - - existing - �- --, existing #4 E ( }ost new new(4)2"x4'_.1111 - - - I I o eto remain phone. 631 686-6585 --------- - i m o P (3}2.,x4., 8'-1' - --- --- - -------- X E 1 0 New post post down to ( N W fax. 631 686-6786 o i i i i c -1" q i L New P ex. foundation fill in existing vaulted v `6 N Bedroom wall below ne ° N a email. MMacrina@MMArchitectAlA.com -_ i i i i f° i i skylight opening �j Den aEi E 3 -� o I I 11 o E - t I with new roof rafters - " a, L web. MMArchitectAlA.com U) O I I I I O 0 (sting 1 a) x O 1. a) I I I I o - -_.- - iI i and ceiling joists °>°c c t8' 1" N #3 c New L These plans are an instrument of service and are trs rn ca ... rn II N o to 11 1 to match exlsting CI c the exclusive property of the architect. -p a) o c I I I I tll � c � ;..... �� +� g, - t8'-1" ;, P P Y C: .0 a)Y I I 1 1 N Y ;::::i o in U o ---------------_ ___-- _- --- Infringements of the concepts and design Ideas NewI 0 I I New I i� m - existing x iso 3 Cg. ; - presented on these drawings shall be prosecuted o 0o c 11 I I o rn I I N g o x (D X" to the fullest extent of the law. Copyright 2020: µµ o I i Great I I T O '1 — I X = C existing l iV;; Patio 1t1 3 a I I I I -4? _. __J °' new new `" o N ,i New exlsting C.J.to x � Michael Macrina Architect, pc. All rights reserved, N to I I I I N c6 X _moi � ' new N a no art of the Ions may be reproduced without W I I Room i Iy = 0 (2)2 x4' (2)2"x4' o ;, bearing II to be cut back to N P P Y P 0- ost ost to 0 b l W ( C new bearing wall �-o the expressed written consent of the architect. ca o 0 1 I 1 1 to a� 0 P P _ a� new(2)2'x4' g L 0 i i Vaulted Clg. l i g new 2 2"x10"hdr. X .. post each si e =ii new new(3)2'x10"flush beam new(3)2'x10 flush beam ___ �_______ (2)2'x10 hdr. new bearing wall � a) I 1 exsiting I 1-0 N N _ _ _ _ _ _ ----- --_-- 3 5 i i i i 3 °> new O I ,� -----� Drawing Status : a� o a� o ex 2"x8"C.J. new 2 2"x10"—1 a, 0"1 1 i i = (3)2'x4" N@W new new I new 2 2"x4" c �� new , --- ��i �- tbea new cbeco HaII flush hdgr.p rider O (2)2 x4y� j2 x4" new t"x6"sloped I (2)2"x4"jadkl o I I I I o post Pant (3)2"x4"post down (3)2"x4" post down ex 2"x8"C.J. post down to I nevT� , „ne g onto ne flu eco g new vaulted cl existing post P I O C.J. at 16 cc. I - to ex. girder below to ex. girder below to be cut back for I foundation 1 jack P existing steel i i ; ; g• ex. ridge post below o I jack `� , ex ridge beam to remain new(2)2 x8 (3)2 x4 post 0 match R.R Itch I I col.to remain O --------- _ _ _ from above fro g ____ ___ -- --- new I - - ----- - -------------- Bader - - ---------- I 1 I I new be tin wall I I � � � c o o o a i i i i existing steel r----------� 0 I 0 _ ® (2)2 x4 — - I / (2)2"x4" t - ----- Issued r - ---- - P to ;i �Y--------- -- -( new col. to remain 1- -- u O Post co r- T ----------------- - new_2 2'x10 X j u i o I i post a 8'-1.. 1 u t io Q I I X I I I I I I 1 ------- - ---------- „ - - - - `-- g II i + - I ; X New 1 1 1 1 i $ CI N I � r - Construction I flu h beam I 1 I I I o I new 1 new i new new(2)2'x8 �, Y new - Lau ii i New 10'-0" I i ex. R.R. Patio #2 I I 1 1 I 0 New 10'-0" I i I {3)2"x4" I 1 (3)2"x4" (2)2"x8"flush hdr. flush header = a)— o rZ II new 2"x6"sloped i tray clg. I i o remain N = 1 I I I I CI 1 I 00 post downl I post down to re lace ex. u set to re lace ex. E x = a Room m I1 C.J. at 16"oc. I X o I 1 g I 1 1 P flush beam upset flush N ` m 11 I �' I = to I I I I I _ Kitchen (2)2 x4 1 I to new I I to new ��� E 11 1 I C I new I post down 111 beam belo I beam below c P = N o = ! match R.R pitch I 3 I X_ �' beam _==_� , N r- ---1 I I •� I I r-----1 _ I - U U _ �j to new 1 I I .r N 1 1 I 1 G - r------ - I I F 0 ° -• O r o I I I I I I I I a) 1 a) N _ _ 0 X i t8' 1 ' I I I c 1 existing I I I o I I I 1 1 I I r' 01 1 1 L �. = a� - )----------- --� -� 0 --- g l I I L 1 1 I 1 @ I c =i new i ---------F--------I--=t ---new l t= I I NeW o a 0 a�w C I i ; , new 0 ------- - a, a, beam below I I I I I skylight 1 I I o 1 1 I 1 w 1 = -� o (2)2"x8" I 0 2 2x8 . o 11 i - (2)2 x4 3 o I _ New ne i ,' c �. post = 0 1 above I I I I I I I V I o ; A5. I -a X I 1 I 1 Foyer A5.2 _5 s o I o t I I 1 1 0' I I I I i 1 0`1 _ g• g; 1 1 I I ----- ' 0 - 1 to remain I 11 1 ani o r-----� ---- (--0 2 2x4" . 1 1 i Vaulted CI o - t===; , New E I -- ----- - —� _ _ Dates 3 3 - 3 iv U o' E -o L 1 i i i i �- __-� 1 0 =t header t= `- ---------1------ I c header i= O " N T I i ® x a, ° I 1 i '� Bedroom X ` I �� (2)2"x4"jack at rm. -- CID ----- 1 #2 - ---- post down 1 1 , New �, c new i ; ,' OOm a, o I `\ 1-- 2/8/21 Issued for Construction 0 1 I X I I ' P g g yi --- I skylight I �_� �_� =� - skylight I to new -=�II I i New Bedroom 0)o (2)2'8" ( )2"x4 ] i- --I---' ,' , #� �.\\ N -- J �° 1 1 I I fill in existing 1 to 1 1 1 1 beam below 1 1 I c 1 1 l i skylight o opening 1______ 1 1 ________________________ 1 1 - new RI.R. new R.R. I x I I I I II - I I --- I I (see—roof - -- - (see roof plan) plan) #2 X a� header r-- -- with R.R to match i above 1 I 1 above I 1 ' 11 1 1 existing i 1 c I 1 1 i ! new(2)2"x8" hdr. new(2)2"x8"hdr. new(2)2"x8"hdr. u-----� ew __J W E sloped cl I L-----.i o' - t8'-1" i I 1 1 ne* new new ,-.- a) P 9 -- - 1 Clg. new I 1 new I 1 (2)2"x4" (1)2"x4" (1)2"x4' line of I 1 (2)2"x8" 1 1 ost jack jack ________ °X' ° I ____ new addition i existing (2po 4 st header I I I I I I header __---_-- � I p existing I I I I r ------ - I A5.2 _ 1 ,d new 2)2_"x_8" 3 ' " 1 new 2 2"x8"hdr. _ ne�(2)2 x7777-/7 8 new(2)1/x 9/Ivl hdr. 1 ( ) new(2)2"x10" i -l -- flush beam header n N R.R. I new R. ---- flush beam it 1 2'x8"C.J. t 1 2"x8"CjJ. a (se( roof plan) I (see rocplan} E -1_-- { 0 2 2x4 2 2x4 (2)13/4" L/ ---`- 24" teco to lush beam' - I tat to flu� beam) N o ( ack ( }'ack 1- new x 9/"Avl'hdr.�-�----1 16" 12 len th ii length) " new A5.2 new - - ----- I 1 j jack - -- - - - c {3)2'.x4.. As.� c - - - - - - - - - - - ----------------- --- -------- --- l o E� New 1 I As.f Post .: Ne -- I =L _ � j2 4" (2)2'x4"_ No. Date Description - ----- �, ::' :i Bathrm. 3- - - - jack - -- - -jack---- ---------------- X ;;� nw Mudroom As, � �k ; ; ; �N O 2"x8 C.J. - -- (2) 'x4" t8 1 i- -J -- -- �a --------------- Project . ll o a 6 cc 10' len th t 9- match . pew P, - --- ole 7-- _ { g ) Cl - -- Ianding#3 --- ---- ac � I -- " m t h ex. � __ ' -------------- ^� Wa _ Dormer II 1, f ---------------- Plate Height I install plywood sheathing I� I I _I iv new � �1 Proposed over garage studs prior ;; - 11 t N riding#2 -1 8 1 A S F - -' I 1 1 - to installing bathroom ;; I � 3 c � ------------------------------- --- - - - - plumbing wall pack-out -------- __—� -- - - �--- 1 ; - - L Addition and (see braced wall — — — — — -- ---------- --- -- -- (2)2"x10" 14 i I Ian sheet A3.4 ------- -----J -------- _ _ --(2)2'-------- Renovation----------------- - -----------------------;flush ceilin----- - _new(2)2"x8" I � : new -- header new ------------------- - -(2)2"x4"posts 1 --------------- from above -- -----� �1N header ib down to fnd. 1~Stolt.---�1 2 2"x4" (2)2"x4" -- (2)2"x4" ----41 (jack Proposed '] p I� 1�" ro o se d First Floor StructuraI Plan ! ; post =--------------= post sloped clg. For -I I H 3 I r (2)2"x10" -11 3 _ I flush header I 1/4" = 1 -O" E E ( plan north ; of I ? p`t Io ----- -- ------- 1 1 ____ _______________ _____CIO ______; Frank & a, M M o o Lsloped I i Lsloped-�a .0 �' x 0 I o ^) ceiling I I ceiling L L C\i 0 � r L�G�i iD � I Ic i ( ennifer I I :?< `- N I I (V O O N --------- --� L- ---------- ■ ■ Indicates Bearing Wall TZ7.77.7.777_ZT__ Ii u_ u Lupinacci N t tNVj Q Q New =Q 5920 Indian Neck Lane L 3 (2)2"x4"jack 0 �o �o �o � 1—(3)1J'x,14"Ivl low beam _ -_-- o a, r T Un Itll ed z, (4)2"x4"post ------------------------------ --- --- -------- -------- - - - 4)2"x4" post L U - b - - Peconlc, NY °° CO U °° --------------- ___ new `��° o N M /f 51" ttlC `r° M new (2)2"x4"jack (2)2"x4" 0 � °x° 0 -; °x° 0 (2)2"x4" 00 4"x4"x%4'steel column ( N post Z� w iv o - 8'-10" iv ° cU post N Jurisdiction i down to footing I I N o o Clg. o N .I o cam � � � 0 I I N CD N Town of Southold 3 � _ 3 ------ ------ Suffolk County oI New N C EI I I Two C� r N o 10 Garage x 1 ?� Lsloped I 1 Drawn B c o = ceiling 1 i sloped y SII-RED a� o I N o I N i------ -- ----------------------------------- ----I ceiling M.P. �S E� A. cv N 1 sloped clg. Checked By: 4 A n ) new --I ; ; ti I 2)2"x4" (2)2"x4„ M.A.M. post I jack ! new new new new y O r (2)2"x4" (2)2"x4" (2)2"x4" (2)2"x4" ! , Job No. �� 322136 Q�. post post post post 2052 nF NgliU �D, j _ __ (2)2"x10" hdr. - ------ --- ---------= ----------------------- continuous - continuous(2)2"x10"header Sheet Title Dormer Wall A Pae Heght Structural Plans A5.1 A 8'-1"A.S.F. A5.1 Proposed Attic Structural Plan Sheet Number: 1/4" = 1 '-O" plan north ' D A5.2 ii c,-4 A B a C r' n a A5.1 A5.1 existing fascia overhang Arch itcact r_______T______________T T T_____ _TT_____________ --------------------------------------- 21 Main Street Stony Brook NY 11790T --fciscici overhcang ___ _ _ _____7 � I i phone. 631 686-6585 � I fax. 631 686-6786 . I , - -T------ ---- - -- --- - --- ---- - - - - T -- T ------- - -- - - ------- T - - -T ------T--------------TT-- ------- --T �-i ! ! i i email. MMacrina@MMArchitectAIA.com --------- ------ ---- T____________ T T________ T T________________ T____ __T________T_______ T______ ______ __ __ I ________ -_____________________.i.L_____________________.,--L_________ ___ ____i____________� r___1.________-L___________1._____________T r_y______________i_____________i_________________�______________�__� _______ _______________________________i-._______.____________________�Jr___._______.______i______________s i_ ____________y _____________r web. MMArchitectAIA.com , I I 1 1 1 1 I I ------- i------------ I ; These plans are an instrument of service and are r� ------------ ; ; the exclusive property of the architect. p ; j k Infringements of the concepts and design ideas presented on these drawings shall be prosecuted ; to the fullest extent of the law. Copyright 2020: N I "-""-""-""" I Michael Mocrina Architect, pc. All rights reserved, l l I I I I I I I H ; ; F{ ; ; �Q ; no part of the plans may be reproduced without 0 I ' j the expressed written consent of the architect. existing roof ; I I 1 1 L____-____r I I , {---------J I I 1 ; --------, I to remain I I I I ' 1 1 I f---------, . .` l i , i r I existing roof � � � '�� ! i ; ; -�------------;---------------------------x� ----------- ' J�1 I I L ! ; ; i ; i t o remain ; ; I I ��i -------------- --Fi-------; -------- +� ------------------------------ Drawing Status I 1 I 1 I I I r V) •- I 1 1 I 1 I I I I I X , ; ; I ; I I 1 ; ; i t 11 1 , I I I , VJ Issued I ' ' I O r 1 t 1 1 I I �� ; , --------------------------- ---------------------------------------- --- 1 1 I 1 1 1 I I / 1 1 , F i I I �-� IIr r_ _________� L_T_-__-_______T__. . __� I Consti,u 1✓ O I� 1 new � ekhaus � ; j ; ,vent offset flue in attic � j i 1 new �topenetraterear existing ridge board to remo'in existing roof V1 chimney g g g g 3 r;n side of ridge to remain j r ' ----------------------------------------------------------- ' ___________r____ _ ____________T______T____-_______r______T____________.r______________________________r_ _�_� �____________l ._ existin ridge beam to remain existing ridge board to remq , If , I I LO :1 roof __ I . N 1 , I 1 r--T T ' ' ___-__ ____________------ ---------- Dates : _____ I i L�.__i___________L___� I I I ______i_r_____. _____ -____ _____T 1________.____________ I ------ --J overframe = L - -- --- - L --- , -------------- - - -- -- - - -, I ` Dates : + cos 2/8/21 Issued for Construction �I I� Q 1^ I I VI 1422" c �\o o m� -►�� 9 ! ------------- I --- - - existing roof 'Sp ��� �' I I of skylight -oxo � �I I� �`' � tJ� �%7 hp to remain 0 Inew I , Inew I existing (2)2'x8' o (V (2)2"x8" p) ?r>1F 9 h li hN header header �e i ^ k 3 — x 3 3 �o ✓ L o I j j 4�i I I contractor to adjust c l I C `` new exact location of new i�, o, -- ---------T---� /� 1 ' L O V I � I _ ,+ 'Velux' skylights if 'Velux' j I 0 ,, r --1-, skylight necessary to skylight �, _ o ---------- T T ---------------------------------------------------------- L , a Fa c� �� at 16" . " 16"R.R✓ co - --- -- ------- --------1---- --------------- -------------- --------------------------------------------------------- L0 a I M06 I clear valley I M06 I �, new new o �2"x10"R.R. 2"x10' ; oc I new I existing I new x ill (2)2"x8' existing chimney to D i header I cricket remain I (header i ) 10 10 '9 �/! i I existing fascia overhang X L I ( I I�12- 121 o v No. Date Description -- - - - L------ - ---------------------------- ----------- - --- --- ------------------- --- - --- --- ------------- --------- - -- - ---- - -- ------------ ----- �----------- -------------------------------------------------- T ' 1--. _____ __ __ 1 _ + T T __._� , L -z-- d- -T- TT_ -T- ' --------- N -- --1 rn o o Project iu new 2"x10"R.R. new 2"x10" R.R. ' ' ✓ ` _ L � o � ; ; at 16"oc at 16"oc ; I � � o ��-> X E' (10' length) (10' length) ; ; c 0 A5 2 Proposed 1 2 - � 2 A5.2 ------J------- -- --- ------- - -T----------- 1/1 i $� N �8 existing fascia overhang p new flush rake overhang C ------- L------- ---------T -------1_,; 3 ------- ---; e I Addition------ r of skylight and an � A5.1 ne ,Zx8" R.R. , i � r n w2" 8" R.R. l �.�� As.1 new sink below of window o ° C: at\16"oc ° n (16' le gth) ! j ( Oe gth) 1422 1422" and gable Renovation iDrnX � rnX I H ' j {I o CN12 3 > 3 f > 3 new 12" fascia new 12" fascia c o �- -- n w 1 2", , fei cies. j ove;rh can g ✓; c ° overhangFor overhang / 1 Fra k & n 1 I ; Jennifer Q) ; r 1 , o ; I I ; 0 11 11 I o v i ; ° 1 I ; N L upinacci L - _ Proposed Roof Plan 1 1 � v, ; , x i p r - i s - d C, ; 0) 11X o N - c 5920 Indian Neck Lane 9 ; 1 3 1 , r 2 l i o 0 3 N o 3 o I 1/4" _ 'I '-O.. ° Peconic, NY L X c � new c x N plan north 0 ; ; iv v ; ! 2"x10 R.R. 1 ; iv o 0 _ is at 16"oc 3 _ -C c 10:12 pitch c 1 ; L Y 1 1> cu , 1 2" 2" sleeper i i > Jurisdiction 12 ; _I,1i 12 Town of Southold ROOF PLAN LEGEND Suffolk County 11 I 1 � , I I , -� � , 1 11 1 1 -3/47x14" Ivl ridge`^board over 4 ; i WALL L ; i ; i e w 2"x12" ridge board ; ; BELOW ROOF --"---"--"-----------------' L 10 ; ; ( ee section 'A' sht. A-5.1 } ; ; 1 O 12 (V 12 12 i N INDICATES ROOF PITCH -_- X Drawn By: SR ED � M.P. C� roof 2"x1 2" slee"Per i BEARING WALL A. � A� 'y j ; , II_T_LTl 1I_= tiv ��, , 1 overframe new 3 BELOW ROOF Checked By: ,In 2"x10"R.R. INDICATES AREA OF M.A.M. E a, o, at 16"oc °' rn I ; or 0.12 pitch DOUBLE ROOF FRAMING •�A O -� Job No. F 312 G C:, 0Z i � o ; ! Q x 'o I ; X - 3F ; ; o X N ; ; INDICATES POST BELOW ® 2052 ®F �11 'q 0" 1 ' N U i � 3 ° 3 ° N 3: 0 II C (° ; C (° r ; I o (� ' INDICATES STRUCTURAL Sheet Title BEAM BELOW ROOF N INDICATES SEQUENCE Boob Plan I OF ROOF FRAMING Roof 1 �j-!I!l%I-% _T:X17_lf�l=Tl.T7�TITIT�_,.7'ITIIIII�!_TlT7_��I_%T_TTIII7.7'�L- lL-L7-l�lJ'_�i new 1 2" fascia overhang 5'-3" 5'-3" new 12" fascia new 12" fascia NOTE TO FRAMER overhang below overhang below All overhang sizes noted on roof plan are Sheet Number : rough framing from outside face of stud wall A to outside face of sub-fascia and sub-rake. A5.1 X' SHEATHING JOINT NOTE Braced Wall Panel Construction Assembly All Vertical Sheathing Joints are to Table R602. 10.4 of the 2020 RCNYS �° v occur over studs. Horizontal joints in a braced wall panel are to occur over Method CS-WSP: (continuously sheathed wood structural panels) and fastened to 2"x6" horizontal blocking • Exterior sheathing (min. 1/2"plywood)attached with 8d common nails (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field and • Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. (see details, this sheet) � c� C �"1 ria Method GB: (gypsum board each side) • Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. Ak rC h it(=, Ct Nails to be 13 ga. 1-3/8" long 19/64" head, 0.098"dia., 1-1/4" long annular-ringed, 5d coolers or gypsum board nails 0.086"dia. x 1-5/8"long 9/32" head. 21 Main Street Ston Brook NY 11790 Screws to be 1-5/8"type W or S. y phone. 631 686-6585 Method CS-PF: fax. 631 686-6786 • To be constructed in accordance with figure 602.10.6.4(see detail same sheet) email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. ---� II Braced Wall Legend : Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: r Michael Macrina Architect, pc. All rights reserved, 1 1_T New no part of the plans may be reproduced without E7 - W.I.C. 1" Indicates spacing between braced wall lines the expressed written consent of the architect. -- - ~` _ _'-- i i i i New', i -5'-22 --�� P 9 -- I --j i #1 New r i i i i athrfll. t #4 New Bathrm. #1 New Bedroom - III - - - - Indicates braced wall lines Drawing Status -- New Den #3 m - - i New Bed#r4o.om Great New - - - - - - - - Indicates braced wall panel Room W.I.C. #2 New -------------- a I \i - -- - �-- - B.W.P. braced wall p anel Issued 11 for Pantry Hall T- U- --------- ------- ==--Fl-------r,------ -------�I l --- T - r- Cog -%Vtr CtIOnNew 11NewPatio #1 novated New erm. Patio #2Kitchen indicates holddown ewr { J thr I Ne, - ------- ii New New LauBedroom #2 -,RocFo er ------------- Re - 4.1 B.W.P 5.0'wide B.W.P i i i x a� 2.0'wide B.W.P i method GB i i method GB L__J L__J ; First Floor Plan Braced Wall Calculations Dates M N o } - method Cs-WSP _ 1 _ -- , ___ Schedule as per 2020 RCNYS, section 602. 10 2/8/21 Issued for Construction _ i Code n p _ i --New Braced Wall Line /1 G7 iI --- I method CS-WSP Section -T � `ftrficrdr'ao�T � I i m c -_____ �� 6.0'wide B.W.P } � table -- I I 1 Bracing Method CS-WSP CS-PF CS-WSP CS-WSP GB -�3.0 wide B.W.P I -�� `Y' -- - 1 i 3.0'wide B.W.P 602.10.4 CD method CS-WSP hrm. I ,�i table C: �- - - Min. Panel Length 35" 16" 24" 24" 48" 0 om /� meth d CS WSP _ -- 602.10.5 J N I --- - -� Braced Wall Line Spacing play 22.0' 22.0' 20.0' 10.0' 10.0' __J 602.10.3(1) (int.) (int') Nlml - - - - 4 9 9le 8.0' 8.0' 8.5' L___J Re uired Bracin Len thm ---- I4.0'wide B. .5wide B.W.Pmethod CS-PFP method C SP table Nsee Figure R602.10.6.4 P install plywood Ch athing Wind Adjustment Factors 602.10.3(2) .� 4.0'wide B.W.P install corner sheathing verti ally in this c rner same sheet m method CS-WSP I , vertically(end condition#1) (end condition#1), 1. Exposure category 1.00 1.00 1.00 1.00 1.00 install plywood sheathing as per Figure R6W.10.7 S per Figure R60 .10.7 No. Date Description C) aa) vertical) In this corner 2. Roof eave to ridge height 1.00 1.00 1.00 1.00 1.00 Y of the RCNYS of the RCNYS I (end condition#5) 2.5'wide B.W.P 3. Wall height .95 .95 .95 .90 .90 -- ---- C) as per Figure R602.10.7 ====i_____________ ________===--T---- method CS-PF Project of the RCNYS see Figure R602.10.6.4 4. Number of BWL per directior 1.00 1.00 1.30 1.30 1.30 same sheet New 5. Additional holddowns n/a n/a n/a n/a n/a Two-Car Proposed uQi I Garage i 6. Gypsum omitted n/a n/a n/a n/a n/a T 7. Gypsum board fastening n/a n/a n/a n/a Addition a n d J _ _ _ _ _ _ _ _ _ _ _ 2.5'wide B.W.P smethod CS-PF ee Figure R602.10.6.4 average adjustment factor 99 .99 1.0 1.05 1.05 co 00 III��� Renovation 10- t same sheet Adjusted Braced Wall Length 7.8' 7.8' 8.0' 8.0' 8.5' 4.0'wide B.W.P i i Bracing Length Provided 11.0' 10.5' 8.0' 15.0' 9.0' For method CS-WSP 4.0'wide B.W.P install plywood sheathing method CS-WSP vertically in this corner i i install plywood sheathing Compliance (pass/fail) pass pass pass pass pass (end condition#1) vertically in this corner Frank �,R as per Figure R602.10.7 (end condition#1) R of the RCNYS ( as per Figure R602.10.7 48" 22'-0" 48" of the RCNYS Jennifer offset spacing between BWL A-13NOTE.offset BWL A BWL B The braced wall method is for the I upinacci proposed addition only. 5920 Indian Neck Lane Peconic, NY First Floor Braced Wall Plan Jurisdiction plan north extent of header with double portal frames(two braced wall panels)extent of header with single portal Town Of Southold frame(one braced wall panel) Suffolk County 2'-18'finished width of opening for single or double portal pony wall height min.3"x11 Y4'net header steel header prohibited if Y2"spacer is used, place on Drawn By: back-side of header tension strap per table M.P. yi 4'0 rrt I R602.10.6.4 Q�G�VEL A. '�� (on opposite side of sheathing) _- ---fasten king stud to Checked By: fasten sheathing to header with 8D if needed,panel splice edges _ header with 616d -A fn common or galvanized box nails in shall occur over and be nailed sinkers M.A.M. N r ("'. w A 3"grid pattern as shown to common blocking over and yrt l «� rl be nailed to common blocking /-additional framingfull-height blocking z within the middle 24"of the fasten to late to �.� O rn header to jack-stud strap per table p h Job No. member directly above continuous along length a, portal-leg height.One row of header with two rows F tZr 3 full-height blocking continuous rim t R602.10.6.4 on both sides of opening of 16d sinker nails at continuous rim braced wall panel 9 9 of braced wall panel _ s 3"o.c.nailing is required or end joist at 15'o.c.along or band joist opposite side of sheathing(3,225#min.rated strap) j 2052 i + braced wall panel i 3 2 in each panel edge 3"o.c.typ. �11g `1 perpendicular framing L 7n --min.double 2x4 framing covered with min. typical portal frame construction toe nail 3 8d nails at ca 3/"thick wood structural panel sheathing with 8D Sheet Title 8d at 6"o.c.along8d at 6"o.c.along each blocking member 8d at 6"o.c.along 8d at 6"o.c.along X E common or galvanized box nails at 3"o.c.in all ;;-_ min.7/16"wood g g braced wall ane) m o framing(studs,blocking,and sills)typ. min.double 2x4 post(king and structural panel braced wall panel braced wall panel braced wall panel p E jack stud).number of jack studs sheathing N min.length of panel per table R602.10.5 per table R602.7(1)and(2). Braced Wall Plan braced wall panel braced wall panel braced wall panel braced wall panel braced wall panel 3-16d at 16 o.c.along 3-16d at each min.reinforcing of foundation,one#4 bar top 3-16d at 16"o.c.alongbraced wall panel 3-16d at 15'o.c.along 3-16d at 16"o.c.along k and bottom of footing.Lap bars 15"min. blocking member 9 braced wall panel braced wall panel braced wall panel I`I _ +_ additional framing 2-16d nails each side a a ° 1 continuous rim perpendicular framing g or end joist member directly above full-height blocking ontinuous rim full-height blocking min.footing size under opening is 12'X12".A turned braced wall panel at 15'o.c.along or band joist continuous along length down slab shall be permitted at door openings. Section braced wall panel of braced wall panel ( FIGURE R602.10.8 1) min.(2)5/"diameter anchor bolt installed per section Sheet Number : ' FIGURE R602.10.8(2) R403.1.6with 2'IA2'x3/s'plate washer FIGURE R602.10.6.4 BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN Front Elevation METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION PARALLEL TO FLOOR / CEILING FRAMING PERPENDICULAR TO FLOOR / CEILING FRAMING � Typical Metal Standing Seam Roof yp oofing _:r }F♦ w �' ical T R ��ti.P. au fl''.�'�� 2N�u! moi` Metal standing seam roof by Atas or equal Architectural Asphalt Roof Shingles RFs' "9 to be selected by owner to be selected over GAF deck armor, continuously wrap over'GAF'deck armour, continuously wrap up all up all adjacent wall surface a min of 12" adjacent wall surfaces a min. of 12". over 1/2" Plywood Sheathing over existing plywood sheathing (Y2"CDX for any new roofs) ii `C, 'O Eave Protection Eave Protection G� Install(1)Layer of Ice&Watershield (self-adhering Install(1)Layer of Ice&Watershield(self-adhering F-N polymer modified bitumen sheet)from the eaves edge polymer modified bitumen sheet)from the eaves edge v-11 ii c,- r i n -a to a point at least 24"inside the exterior wall to a point at least 24"inside the exterior wall line of the building. line of the building. Avrch iitoct Low Sloped Roof Protection(2:12 to 4:12 pitch) Low Sloped Roof Protection (2:12 to 4:12 pitch) Install(1)layer of ice&watershield over the plywood Install (1) layer of ice&watershield over the plywood 21 Main Street Stony Brook NY 11790 j sheathing instead of the 30#felt paper. sheathing instead of the 30#felt paper. new metal enclosure Fasteners hone. 631 686-6585 to be selected Ventilation p -Continuous ridge vent All Fasteners are to be corrosion-resistant with a fax. 631 686-6786 rof to sel cted typical met I standing eam -See eave detail'2'sht. A5.2 minimum penetration of 3/4" into the sheathing. email. MMacrina@MMArchitectAlA.com • a Use(6)fasteners for each shingle. web. MMArchitectAIA.com see typical Ventilation These plans are an instrument of service and are loft plate hei ht _ _ _ _ the exclusive property of the architect. rake detail continuous ridge vent -Continuous ridge vent Infringements of the concepts and design Ideas -Utilize existing soffit vents presented on these drawings shall be prosecuted 10 to the fullest extent of the law. Copyright 2020: continuous ridge vent Michael Macrina Architect, pc. All rights reserved, % al'112 no part of the plans may be reproduced without typical • I LJ Tithe expressed written consent of the architect. roofing i/ 10 see typical °o= i �h 2 typical 00 eave detail /' roofing Drawing Status �-7__ � new LLInew w w i Moo, L� - plate height typical roofing existing eave existing eave attic subfloor 5'-4" new typical board and /�� to remain to remain garage plate he!i ht 5'-4" fascia skylig �� batten siding TL_1 Ti late height Issue f 11-i - fascia b\jline of addition beyond -- n I h fix r - ons 'rumion n light i ture t b se I c d to a sel ted — _I - - - — - --- o o, ` = typic'Pl board and �' — G i ._ batten siding s N n w new X Lexisting---., XF_T7 0 i ,� new light fixture oo .- �. T L j - \ s s siding to be selected H v E a o new new new bluave�s a new new new new new o o new s existing P L E siding bluestone new new existing - pavers new first floor subfloor siding to align with existing Dates first floor subfloor _ _ _ _ _ _ _ _ j : ' ' - - - - - - - - - - - - - - - - - - - - - 2/8/21 Issued for Construction \ I C o _ new foundation wall below existing chimney existing �i E f, E with new stucco I vent 1 -------------------------------------------------------------------------(--------------------------------- veneer new foundation wall below -------------------------------------- ------------------- --------------------------------------------------------------------------- 1 1 I I 1 1 1 1 --------------------------r`--------------------------------------------------------------'-r-------------------------- Proposed Front Elevation I 1 1/4" = 1 '-O'• No. Date Description Existing Siding Project Existing cedar clapboard to be patched where required. Sanded prepped for paint and painted with (2)coats Proposed color to be selected. Addition and blind metal blind metal step flashing step flashing Renovation see typical new metal enclosure typical board and -12 12 rake detail to be selected batten siding 3r= 3 Typical Board & Batten Siding -- -- For - 1"1 cedar vertical battens over loft plate hei ht `- _ 1"x10"cedar vertical boards w/1/2"space 10 � 1 O / relocated between boards for expansion over _ exhaust vent Henry Frank & 12 12 through roof overB1 ent CDX plywood sheathing typical Finish Jennifer metal standing eam seal with a clear protective sealer F i r s Ltypical ro f to b sele ted_COo �, roofing I upinacci L i--p see typical roofing s e typ ca4 o new 0 rake detail a ve d to 1 existing eave Cn y cab rd and to remain Exterior Trim Boards N tt n ding see t Ical typical roofing 5920 Indian Neck Lane attic subfloor _ _ _ _ _ _ _ eave detail Material Peconic, NY aro a late hei ht new light fixture - All Exterior Trim Boards are to be'Azek'or equal. light fixture to be selected late height to be selected Installation� Jurisdiction Install as per manufacturer specifications: -- -Install 2 fasteners per every framing member Town of Southold for trim board applications. Suffolk COUnty ED -Install over flat, solid substrate. I 'x -o +I I existing existing -H -All'AZek'Joints are to be Glued with 'AZek'adhesive o - siding bluestone +I siding -Utilize 316 grade stainless steel fasteners E I I I I ` = s o new — - pavers L Drawn By: VL ED relocated relocated Typical Sizes: M.P. (�S �� �• At 'sr new new new new new �p •Q� , window#5 window#4 new first floor subfloor .Fascia Board- 1"x10"to match existing � �, � to align with existing Checked ByIF first floor subfloor _ _ _ [I HU L - - - - - - - - - •Rake Board- 1"x3"trim board over 1"x10"rake to match existing newU new •Soffit-111x12"Azek use sheet material at all new M.A.M. NA I o deep soffits. j typical board and j j -I ��foundation wall below Job No. 9>F 03I2S6 0�� o ----- ------------------ -------- batten sidingpo 1 E ----- ----------------------------------------------------------------------1 2052 D fi !a r� ; ; I ` _ _______________________________ ________________________________________________ice ri________________________________________- , I ------------------------------------------------------------------------ I I I 1 garage door to be garage door to be Gutters Sheet Title selectedby owner selected by owner ; ---------------------------------------------------------------------------------------------------------- Elevations L All Gutters are to be 6"aluminum half round with brackets. All Leaders(downspouts)are to Round Aluminum. Proposed Right Side Elevation - Front 1/4•' = 1 '-011 - Right Flashing r ° For all Horizontal Wall to Roof Intersections, Install Aluminum Coil Flashing. Sheet Number : For all Sloped Wall to Roof Intersections, Install Aluminum Step Flashing. All Window Drip Caps to be Aluminum. 1., i c; h ae M .-a C.; r i n .- Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacdna@MMArchitectAIA.com • web. MMArchitectAlA.com relocated exhaust Vent These plans are on instrument of service and are through roof the exclusive property of the architect. Infringements of the concepts and design Ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pe. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. typical roofing typical roofing Drawing Status existing eave existing eave to remain to remain new light fixture plate height to be selected J Li late height Issued Construction '�, new new - o o rel d rel ed rel ed - new light fixture X ` Lexisting — wi #3 wi #2 wi #1 CO g passive active �, v new g -H to be selected ' ` \ _ siding new new new new new C o new bluestone bluestone \ / E bluestone new first floor subfloor pavers paversJ pavers existing siding - - new bilco to align with existing new new � • — door _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ first floor subfloor Dates I 2/8/21 Issued for Construction CD �� existing foundation wall below new foundation wall below -I E I siding to match ''� I existing existingfoundation wall below M 1 , 1 1 --------------------------------------J- 1 ri__________________ i 1 vent vent -�--------------------- -----------------------------r--------------`------------------------------------------------------------------------ existing over � 1 I I I I 1 L----------------------------------------------------------- existing foundation wall below�� ------J- ----- 30#building felt; ;----------------------------------------------------------------------------- 1 , 1 I 1 1 ------------------------------------------------------------------------------------- 1 1 ; ' _____i II 1 -----------------------------------------------------------------------------------------------------------------`------ --------- -- - ------- ---------------- -------------------- ---------`--- - --------------- ---- - ------------------------------' Proposed Rear Elevation 1/4" = 1 '-O" No. Date Description Project : Proposed Addition and blind metal blind metal new metal enclosure step flashing _ _ step flashing Renovation new metal enclosure see typical 12 12 rake detail FT 3 - 3 typical board and -- -- For _ batten siding - C' . •E J L 1O 1O - loft late height -- continuous rid event Frank - --------- g 12 - _ 12 install 1"x3"trimtypical board and board over existing skylight _ - existing rake to remain -, batten siding remove existing _ Jennifer roof return to create typical roofing a new return to match LYp DO Lupinacci additiontypical sldleal on ne new '�o see typical new trim to c match s rake detail existing corner ; 5920 Indian Neck Lane board thickness new chimney new li ht fixture save ee typical Peeonie NY new light fixture with stucco g detail to be selected ex veneer ex to be selected _ _ _ _ _ _ _ attic subfloor , late height _ _ _— ---------- _ _ - _ - - - _ _ arae plate height light fixture Jurisdiction J— --- - - - be selected -- Town of Southold vyith i ng new typica oard and = Suffolk Count = o rn o _ Cgs o :� batte siding y ao .N N -new - o siu +l m ' co x -H 0 -H-0� H� U o y ED � o existing bluesto e �v E Drawn B s E siding pavers --newt ���� AtI fireplace ne M.P. �► A. ex. ex. ex. ex. ex. ex. ex. ex. C� .t first floor subfloor _ _ _ - _ first floor subfloor c,'�P rn r� - - - - - - - Checked By: 11 IF IF 11 �L71 I r M.A.M. b �, - typical board and o ��foundation wall below�� batten siding � foundation wall below Job No. A 3s F 12 So rI-------`------------------------------------------------------------'--`-----------------------------------------------------------------------'-----------------`--`--------------------`----------- --- , r � 0 ------------------------`--`- 2052 �- Sheet Title Proposed Left Side Elevation Elevations 1/4" = 1 '-O" - Rear - Left Sheet Number: new roof rafters w�r new ridge board (see roof plan) (see roof plan) new ridge board (see roof plan) M i top of ride board _ _ _ _ new roof rafters _ _ new roof rafters (see roof plan) (see roof plan) S2 S2 V ■ C r 1 n A6.1 12 , '12 A6.1 I� itE) ct rch � new ridge board - loft late hei ht new ceiling joists new, �„ ( plan) (see structural plan) see roof Ian - 12" overhan 21 Main Street Stony Brook NY 11790 ( �_ existing 12-g see schedule - - -- ridge beam new Insulation ;- overhon New \ to remain and phone. 631 686-6585 be wrapped fax. 631 686-6786 •� I I new roof rafte Attic newI flush heaIIder email. MMacrina@MMArchitectAIA.com _l beyond (see structural plan) new roof rafters II g existing web. MMArc hitectAlA.com36, tall (see roof plan) roof rafters handrail new flush beam \ plans are an instrument of service and are to code see structural pl n) These the exclusive property of the architect. r \ P P Y i new floor joists new decorative Infringements of the concepts and design Ideas see structural Ian - - < new insulation new eiling'joists ( plan) new Ins atlon See structural plan} wood beams presented on these drawings shall be prosecuted -- (see SChe le) teCO (see sch du l to the fullest extent of the law. Copyright 2020: n W Sloped �_i-. \ Michael Macrina Architect, pc. All rights reserved, r no part of the plans may be reproduced without attic subfloor ;r the expressed written consent of the architect. r rC. t, C-r , r C,t,r ti ( ` ( \ �. ., C C` 1 ( t ` r' '.� StalfCaSe for s aircase �,, _ ISI -� plate height garage late hei h tY i r /Y r �' r r Y, r r', 1 k r r r (Y r I ,,!Y r t 1 Y, , !V) , r �, r', `{, r r'�`/, , J\ !'!, J i r'Y, J i'J Y r r' ( r d r r > - --- - --. - - - - -----_____-- - \ new header— New new low beam new flush stair header fireblocki CD c _ _ -- (see structural plan) Drawing Status TWO-Car (see(see structural plan) structural plan) at stair to co e - __ Garage V8"type-X drywall N@W I I I I I 'I Ig I II rn ^I ° new steel column bey d 3` 1511" Mudr00111 N V1/ i =_ 00 _ r new relocated window oo.N +i gg LIV ng fireplace + °' (see foundation pla(�) -_� X E 1II \ Rom - (see floor plan) Issuedfoi � 48" o I. I' .,.. I I 1 I I I 6 I' � I' I' align with exi tin new poured concrete lab I new Insw ation g s g '11 see foundation I n foundation wall be end ( Ili ( first floor subfloor ule Construction ( P ) i see saheb ) - I I ---_ -__ -- first floor subfloor y /'7 ev , Y, �4 1111 -71 1111 1 1111 11 11 g, VIII —I - -- -- - - -- -- - -- 11 1 �� _ x new fl or joists existing z existin (see foZ�' tion plan) u7 EXIStIn 1 g P.C. foundation I p.c. foundation I .y existing g floor joists g I ._' _ - - o Nwall ;.,.X P.C. slab Crawl Space wall S I new poured c rlcrete pier-2new p.c.foundation wa E Crawl Space -H cu (see foundation plan) k (see foundation plan) III, _ Dales new new poured concrete footing new poured concr to slab (see foundation plan) (see foundation plan) 2/8/21 Issued for Construction 1 A3.1 t Section 1/4" = 1 '-O" No. Date Description - -- - -- --, Project I, I Proposed ' i •- L -� I I I 1 I' - I I Addition and - - Renovation I I g I ---- - -- - -- - - ridgexboard top of ridge - ---- - - - --- - insulation / \ ----------------------------- For (see schedule) / \\ ridge board new(2)2"x8" \\ (see roof plan) header each existing \ 12 roof rafters ��.�� side / � roof rafters � I �, 12 (see roof plan) I RO• /.' new ceiling joists ���, � I-, Frank & „ (see structural plan) nem, Attic \ _I 8 �6 knee wall (existing} ^ = l., S21 / Attic \ -_S5=- -- -___ ! \ ! existing - _ _-_-_- _ A6.1 ceiling joists - A6.1Jennifer insulate ex. - :- new r . /\ ceiling joists _\ - teco / (see strucgtural plan) ceiling joists ;, skylight new 27x8 sloped each side as required --------------------------- ceilrngaoists.--L - ---- + plate height plate height - flush beam „r ( e ructura plan) (see I existing ! u _ flus beam 5920 Indian Neck Lane -, ceiling joists (see str ctural p) �I' ( f15 overhang I - block overhang to Peconic NY to be removed overhang to - g (see structural plan) �, New New �- / , align with ex. - - -- - > g I I I I t � _J I soffit align with ex. I, Pant Bathrm. e down b r' X (see elevation) u % see elevation _ interior door ( ) o0 0o t __-=-� - k" —r~i 81 S 1 A6.1 A6.1 -+- -- — ---- --- --- - -- -. ridge board ride height- 1 -- 9 ---------------- g g ---- - - ---- - ---- top of ridge (see fool plan) ridge board 10 -existing ", I\A i h (see roof plan) ' ridge board 10 10 /,h, ; 2 a e existing 10 new eiling joists 9 1 i .,, 'r 12 �,�, existing `', 4 new insulation - �� roof rafter S2 roof rafters ', S2 co - roof rafters 1 (see schedule see structural Ian '-;\ 1 t roof rafters ) C F i a ! I plan) existing �� -_ _ beyond ;: .,�,`. (see roof plan) �,. ., I ;, �,�� ; ■ I -, - r',' . A6.1 (see roof plan} -� Spike to'ex. roof rafters �\ existing A6.1 L` J� J1./ , DO hoof rafter1 2 roof rafter �j \ existing ceiling joists -�� ` —_-- N � rch itE) ct 12 r1rV / new slopeplate height existing to be removed _ frame new knee ±5,5 ceiling Joists ` ceiling joists ( estructuraI Ian) (see structural plan) new insulation wall over ex.C.J. 21 Main Street Stony Brook NY 11790 t it \� late height 12" (see schedule) 12„ =; -------------- ----------------------------------------- - ---- p --------------- --- ---- -- ------------------------------ _________________ existin late height --------- ------------ -------- -------- overhang - _ - _ -- over ang ___ - --, phone. 631 686-6585 1 --- insulate in rafters existing ceiling joists _-._ a Istln existing existingI / existin fax. 631 686-6786 as required g g J g flush beam L F g (see schedule) to be removed eiling joists to remain ceiling joists of s ceiling joists email. MMacrina@MMArchitectAIA.com (see structural plan) -H new header web. MMArchitectAlA.com _ V-_ _ -- -- ,u (see structural plan) s New ° NeW N W o H= existing framed - - new c new 2"x4"exterior Foyer 3 These plans are an instrument of service and are i - -_ 1N W I - _ �_.. - —� wall to remain + W � � > Bedroom #1 Bathrm. #1 window FO er I the exclusive property of the architect. b o, �.N wall studs at 16"oc c W I C x New 00 Infringements of the concepts and design ideas interior door ] +I a with double top plate g p g U design to be i I +I presented on these drawings shall be prosecuted 9 and single shoe late / 1, New to the fullest extent of the law. Copyright 2020: p - g p �1. Kitchen Michael Macrina Architect, pc. All ritreserved, selected r TT I __ ne' new3/4' rated plywood solid \ newsul I n Bedroom- new insulation new floor joists % (se schedu e) no part of the plans may be reproduced without J framed�' Palls subfloor align top with fireblocking (see schedule} all sides ( / #2 the expressed written consent of the architect. (see foundation Ian -1�' s,e flooIan) existing subfloor p ) solid fi eblocking - new first floor subfloor - __—_-- new first floor subfloor new first floor subfloor all sides ;. ; , ; , ;., , „ �. , , , , , , , , , , , , , , , , , , , , ; , , , , , , ----- to align with existing � , ---- _- l 1 - a a x 'a` ', `� , k , x V x �', A a . : a , "i a a'x a,a , o align with existing to align with existing Drawing Status g g 1 floor joists ( u new floor beams Jill ffll(1111�� Jill -- o (see foundation plan) ( I (see foundation plan) existing existing p.c. slab8 I floor joists to remain 7 ew o NI new p.c. haunch slab A3.1TTF 1HJ E Crawl Space I I under new wall new p.c.foundation wall QI S e ct i o n Issued 1I� see foundation Ian (see foundation plan) •, = ( plan) existing foundation walls (see foundation plan) = rTSectionpoured concrete slab 1/4" 1 '-O" (see foundation plan) / n ,lam / I n 1/4" = 1 •-O" 5 Section 114" = 1 '-O" Dates \T Ice&Water Shield from fascia to 2/8/21 Issued for Construction roof rafter J24"past inside face of wall exterior new exterior framed wall New ! �,existing wall to be remove (see floor plan) (see floor plan) Bedroom " #3 6-2 Overhang 5'_6" see roof plan ------------------------------------- existing roof shingle g gn wex. Aliith floor joists new bilco door Ice&Water Shield / 1gutter to ment teco (see floor plan) underla 1 y , match existing new flush nm joistt % 2"x"Soffit ------------- - --- - -- --- - --- ---- -- -- 1„x3"trim board Fram'g at 16"oc ,- (see foundation plan) new low beam new floor jo sts / No. Date Description ('see foundation pl n) to align wit ex. ° 1"x10"fascia board (see foundation plan) o / to match existing Project a C71Existing New Crawl S ac Crawl Space �; \ -H X 1"x10" rake board Proposed I to match existing 1"x8"soffit 1 'x4' soffit Addition and � ----- -" --- `, ;i see soffit 1 1111 new p.c.foundation wall ! vent detail'3' Align with ex. o (see foundation plan) i,l ` Renovation 1"x12"soffit typical siding -� existing p.c. slab poured concrete slab Q typical siding to align with ex. For (see foundation plan) overhangFiberglass Screening (see roof plan) Staple to Rafter Tails Paint Visible Structure Frank & " F—fascia board �' S e Ct i o n �; Black Prior to Screen 1 = '-O'• Installation 1/2•' ,! soffit board „ _ 5 c Jennifer cont. B vent Lupinacci <<<z T ical Rake Detail apical Eave Detail zE Typical Soffit Vent MI . ;. yh _ �; 5920 Indian Neck Lane 3” 1 '-O" 3•, — 1 -o• Y Peconic, NY = Jurisdiction : 3"0 3"o 3 Town of Southold vent thru roof vent thru roof F vent thru roof Suffolk Count Roof (typ. all vents) J L - E (typ. all vents) J L E (typ. all vents) J L — E Roof Y New New Renovated New New New SIZE OF TRAPS FOR PLUMBING FIXTURES Drawn By Bathrm. #3 Bathrm. #4 Kitchen Room Bathrm. 42 _ Bathrm. #1 table P3201.7 M.P. ������ ��'C,, —T �+ ,r* 1 Plumbing Fixture Trap Size �-2"0 1 "T ( I 3"� r 3 ? Checked BY 114; �� m r 3"0 r 3"� 2"� -- „ vent 2"0 Bathtub(with or without shower head 1-1/2" '� w n vent r air ' r 2"�-� 2"0 -� 2"0 --t vent �2„0 , and/or whirlpool attachements) M.A.M. i "I 2"0 vent 2"� vent vent break 2"0---� vent vent vent „ 2"0 2"0---1 I I vent ( vent 2 0 '' ` o f vent vent ' vent vent I I Sink Sink a„o vent I ( I I I I vent 1[-2"0 Bidet 1-1/4" Job No. �"p 0 Lay. Lay. waste I Sink 3 Lay. Lay. � Lay. Lay. vent +� 3�,�q6 I �, I � e a � ( Clothes washer standpipe 2” 2052 Op `t0�- W.C. I W.C. p W Tub W.C. W.C. Tub I Dishwasher(on separate trap) � � Shower Shower W.M. Shower Sheet Title First Flr. I Li I First Flr. Floor Drain 2" t Kitchen Sink(on or two traps,with or 1-1/2" F.A.I.I aste 2„0 3"0 aste 2„0 3"0 20 20 ase 2.0—I 2"0 2„0 2„� without dishwasher and food waste disposer) Sections \ waste waste waste waste waste waste waste waste 2"0 2"0 2"0 2„0 waste \ waste waste oste waste waste waste waste Laundry Tub 1-1/2' \ Lavatory 1-1/4” .. E G \\ tie in new waste�y �C 0 line to existing Shower(based on the total flow rate through \ tie in new waste tie in new wasteC.O. showerheads and bodysprays) - Plumber Riser \ line to existing CIO line to existing �y \ existin waste line House Trap\ \ existin waste line flow rate: existing waste line 5.7 gpm and less 1-1/2" To Existing more than 5.7 gpm up to 12.3 gpm 2" Sanitary System Crawl Space Crawl Space more than 12.3 gpm up to 25.8 gpm 3" p more than 25.8 gpm up to 55.6 gpm 4” Sheet Number Plumber Riser Diagram ,k Not to scale , Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE Table R6o2.31 of the 2020 RCNYS STRAPPING DETAILS R602.3(l)> Contractor to contact local building dept. for required strapping inspection. K3 Y' FILLER BLOCK NOTE. This schedule does not include nailing for metal framing straps VO (see section for strapping and requirements section for rough opening framing requirements).All nailing is a general specification it applies unless noted otherwise.ZAP ONE 16d JointDescri tion No.of Nails Nail S acin re wired u lift force as er HIP Porch / Deck Strapping DetailsTO FILLER p Spacing SIMPSON STRONG-TIE G p p RAFTER TWO 16d BLOCK THREE 16d ROOF &CEILING FRAMING 'CS20' ver CoilStroptable R802.11 of the 2020 RCNYS TO FILLER Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter every = 222 pounds BLOCK Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist N I SIMPSON STR G-TIE yl 'HCP2' (single h rafter) 16d Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lop r• (3) 8d Nails ° 'HCP4' (double hip after) a STAGGERED Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap �� \ 3 8d Nails ° 12"O.C. ( } (5) 8dx1-1/2 Nails 16d 12"O.C. VERTICAL Collar Tie to Rafter (face—nail) (3) 10d common Each End to rafter TO SPACER RIDGE o a ° ° Sim n Strong-Tie STUD Blocking to Rafter (toe—nail) (3) Sd common Each End BOARD ° A46 4%6p Post Akrch itE: ct Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter _ (2) 8dx1-1/2" Nails -ABA44 4x4 Post STAGGERED �- ° PLATE THREE 16d WALL FRAMING ROOF ROOF \ ° to plates -ABA66 6"x6" Post 21 MainStreet Stony Brook NY 11790 WALL To Plate to To Plate (face-nail) 2 16d common 16" oc RAFTER SIMPSON STRONG-TIE Fill Void with STUD TO FILLER P P ( ) O 0 RAFTER ` ° s 10d TOE- H2A at each rafter Rigid Insulation BLOCK Top Plates at intersections (face—nail) (4) 16d common Joist—Each Side °~ NAILED (575 pounds) phone. 631 686-6585 Prior to Sheath'g TO SOLE ° Stud to Stud (face—nail) (2) 16d common 24" o.c. " Ty p• I Post B e fax. 631 686-6786 (5) 8dx1-1/2 Nails SHOE Header to Header (face—nail) 16d common 16"o.c. Along Edges to stud email. MMacrina@MMArchitectAIA.com Rafter to. Rafter Roof Rafter to Plate Hip Rafter C nection Deter• Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud web. MMArchitectAlA.com Bottom Plate to Floor Joist, Band Joist, 2 16d common Per Foot S1 Connection Detail S2 to Wall Stud Detail " These plans are an instrument of service and are End Joist, or Blockingface—nail ( ) t d eta to Plate Detail I 2 x Led er fastened SHOE ( ) �® g the exclusive property of the architect. to wall structure Infringements of the concepts and design ideas FLOOR FRAMING presented on these drawings shall be prosecuted id 'Simpson' H2.5 A joist hanger to the fullest extent of the low. Copyright 2020: Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist Michael Macrina Architect, pc. All rights reserved, of typical exterior of typical Bridging to Joist (toe—nail) (2) 8d common Each End (600 pounds) See Rafter to earn to no part of the plans may be reproduced without Detail Detail I Post Strappi Detail (S5) the expressed written consent of the architect. partition intersection exterior corner post Blocking to Joist (toe—nail) (2) 8d common Each End �/ hip / valley Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block y' rafter not to scale not to scale rD rafter 'Simpson' L70 Ledger Strip to Beam (face—nail) (3) 16d common Each Joist L SIMPSON ST G-TIE O \� Drawing Status : Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist ''iJ Model 'HRC1. 1" ° t .• O beam 1 E � Band Joist to Joist (end—nail) (3) 16d common Per Joist rn ° ° HIPO common vIl RAFTER ° rafter ° ° oist ha erBand Jo1st to SEII or Top Plate (toe—noil) (2) 16d common Per Foot ° ° O ° I ROOF SHEATHING IP 0° RAFTER o 2"x Le er fastene Structural Panels (see zone diagram) GE a °° t0 w structure Issued f r Interior Zone 8d common 12" o.c. 0 8dIIS °° Po h Rafter Perimeter Zone 8d common 6" o.c. 0 N Gable Wall Ede Zone 8d common 4" o.c. SIMPSON STRONG IE— Gable o C n nectio nConstruction Edge CS20' Coil Str o o CEILING SHEATHING over every stu ° ssembl Detail o Gypsum Wallboard 5d coolers 7" Edge / 10" Field 8d Nails WALL SHEATHING Hip Rafter Roof Beam p . Porch Roof Raft to Common Rafter to Structural Panels 8d common 6" Edge /12" Field to Ridge Detail Beam to Post Det S6Hip/\/alley Rafter Dtl. —(3) 8d Common Nail Garage Door Portal Openings 8d common 3"oc into all framing at Each End of St p Gypsum Wallboard 5d coolers 7" Edge / 7" Field Wrap CS20 ap Continuous Dates FLOOR SHEATHING (Subfloor) From Porch m. over Roof Bm. Structural Panels Back Dow to Porch Bm. 2/8/21 Issued for Construction (4) 8d Nails plate As Show 1" or Less 8d common 6" Edge / 12" Field N --"("� If cripple studs are utilized over Greater than 1" 10d common 6" Edge / fi" Field (8) 8d Nails END I second fir. header,then provide one CS18 LENGTN strap from top plate to cripple stud CUT SIMPSON STRONG-TIE Q ° LENGTN header &from cripple stud to header Ff rg assrColuminw (8) 8d Nails 'CS20' Coil Strap N ° 8 8d Nails over every stud ( ) Q CUT rL_ LENGTN (1,030 pounds) (8) 8d Nails 8d Common Nails �, -' SIMPSON STRONG-TIE t ch End of Strap CONNECTION OF MULTIPLE PIECES Q CLEAR OF TOP-LOADED BEAMS(1) 3 Porc Girder SPAN 'CS18' Coil Strap p over every jack & king stud 13/"Width Pieces: SIMPSON STRONG-TIE w Post to Beam Strapping CS20' Coil Strap N Simpson 2.5 PP g • Minimum of 3 rows 10d Y x 0.128" nails at 12"o.c. over every stud Install Simpson CMST16 N y (8) 8d Nails Post ( ) (1,030 pounds) first floor for 16 ft wide sliding door .� Post Base • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. Q Y Provide strap for /11 for 14"and deeper beams END each jack stud when1111 No. Date Description LENGTN multiple jack studs • If using 12d(3%4')or larger nails,the number L 8 8d Nails of nailing rows may be reduced by one. ,l„1 ( ) (8) 8d Nails are required Concrete Pier o Q G Project 3Y2"Width Pieces: joist H low Porch Colum • Minimum of 2 rows%"bolts at ; (8) 8d Nails Proposed 24"o.c.staggered t Deck Assembl Det it (1)Load must be applied evenly across entire beam width.Otherwise,use connections for side-loaded beams. Gable Stud Wall First Floor to Second Jack Stud at Addition a n d Additional nailing or bolting may be WaII Stud Dtl. S8FIoor WS7to Wall Stud Detail S9 Header O enin required with side-loaded multiple-member g Renovation beams.Refer to current product literature. Roof Beam —Porch Roof Rafter Beam For N 0 ° (8) 8d Nails to Post Strappin S5) SIMPSON STRONG-TIE t1 'CS20' Coil Strap SIMPSON STRONG-TIE SIMPSON STRONG-TIE (8) 8d Nails over ever stud CS20' Coil Strap Frank & � y over every stud CS20 Coil Strap -� e /11 (1,030 pounds) (1,030 pounds) over every stud Solid ood Post 1U // Insid Hollow Column O (8) Sd Nails Jennifer V/H Rim Joist 2 8d Nails to blocking Boor oad-Bear'g Hollow I (8) Sd Nails ( } 7oi L upinacci. sf Fiberglass Column PSPN516Z ,� (2) 8d Nails,,,, aov`oLe ° MSTC52 0L wrap under-. a�� Q (5) 8d Nails RPS26 Q. , , o ° < 5920 Indian Neck Lane •, . sill plate I.l' wrap under •I Simpson H2.5 A �� �5 P t Base inside Ho w Column (see Dtl.) sill plate o ° ��tt` (8) 8d Nails Peconlc, NY �•,,,, top plate joist hanger llllll lll�ll l (5) 8dx1-1/2" Nails SIMP STRONG-TIE U)V/ 111 (l�ll� foundation Illlll lull wall 'CS20' it Strap F—Concrete undation Jurisdiction (l (ll�ll stud over every Lid I (8) 8dx1-1/2" Nails Town of Southold S' Ill I (8) 8d Nails o (lull lull III (8) 8d Nails Suffolk County ATEROR E PIPE Wall Stud to Wall Stud to Sill Plate Cantilevered Wall S d i RIDGE O S10 Rim Joist Detail S 11 at Gara e Wall S to Rim to To Plate D ail V. g S lid Post Porch Colu n m N ATTIC Found'n Assembly D Drawn By: 5ISREL) NSI SS1.s m M.P. �� ��tt. A• #1!F 'rr. Beam to Joist Stra in Checked B 4 ti` Cp / a in g y: ' Note: STRAPPING INSTRUCTIONS Simpson H2.5 (ho dipped golv.) * � ° v NS1 a oo N m y a Required where note 1. All Strapping To Be 1-1 4" Wide 20 Ga. Steel M.A.M. on plans pp 9 / e deck ledger A ,elee N Q BLOCKING 2� BAYS (n p or 'Simpson' Equivalent CS20 coiled strap) 4 8d Nails g '! O BACK ® 48 o.c. = HD Unless Noted Otherwise. ( ( } Deck Joist detail, same sht. Job No. ��- 8 0l �((j J for attachment Of � NS1 rJ � +J 2. Use Stainless Steel Straps & Fasteners or to house r < 2052 N E W SECOND FLOOR Soli orner Posh Hot-Dipped Galvenized when in Contact a) Solid Corner Post PP HSS2- s s1. Q with Pressure treated Lumber. .� > o � (4) 8d Nails Porch irder Sheet Title x Z 'SIMPSON' HDU8-S 2.5 3. Install Strapping For All New Construction. Li Cr u Y LINES •a And where noted on plans Pos to Beam Strapping ■ Si son H2.5 (hot—dipped alv. v 0 7/8" dia. 2-16d Common 4. Install Strapping for Each of the Following: ( pp g ) Strapp g Details .000 Hss2-s-S BLOCKING 2 BAYSV 'Sim n' HDU4-SDS2.5 Threaded Rod nails ® 6 o.c. os U H own for full length -Rafter to Rafter over Ridge ost Base NS1—► ELECTRICAL WIRING BACK ® 48" O.C. Of stud " Nailing Sch■ -Rafter to Plate to Stud a ../ y FIRST FLOOR 1 second floor = its C Blocking ED -Hip Rafter to Plate to Stud O ��N;i1 r C ® Endwall II a -Common Rafter to Hip/Valley Rafter ' Framing Details MSTc52 I o -End Wall Studs to Wall Studs g r �PSPN516Z LOAD BEARING WALL (with HVAC Chase) �• O I `PSPN58Z U /8" dia. Threaed Rod I 1 I 0 -Header to Jack Stud C Crete Pier v, -Jack Stud to Rim Joist bedded 12" into Concrete o -Wall Stud to Rim Joist ` Rim Joist •.•� ~RPS28Z BLOCKING 2 BAYS O w impson 'SET' Adhesive t -Cantilevered Stud to wall below If footing occurs BACK © 48" o.c. -Rim Joist to Sill Plate stall (2)#4 dowels Sheet Number : "0 'SIMPSON' HDU8 DS2.5/ first floor -Rafter to Ledger with joist hanger Plumbin Electrical & HVAC Protection Guards Gable Wall Blockin Dtl . o Holddown Connect n Dtl. Holddown Conn tion Dtl. _ -Rafter to Beam to Past g � g `o -Beam to Post to Floor Beam o -Floor Beam to Post ck Strapping_ not to scale not to scale where noted on floor plans for first floor to second floor con ction 0 -Post to Pier (footing) ssembl Detail -Joists to Beam i i -- - --n VV A/C-unit, �, landing I GFl HH Whip ----- - I -- New :r ': i �i a -� ° : GFl I I I I— i _ ! � � � 3 � 1. W.I.C. #1 _ I ,y, r -� -- - - -�- , ----- - -- --- 1 -- 1- GFl I New a G r f n a --- -- New --- - I i - -- r — T Bathrm. ► New r HH - - 1 ------I - li a I HH - --- - --- "" -' ed - , 1 Bathrm'. # Toil ! x. EP - - i Ro m Ak rC ii tE�� Ct 1 e HH HH - I - - ------- - - - HH i - HH -� ----- - ---- HH -- iN ex. ATS EF L _ HH New generator Gr 21 Main Street Stony Brook NY 11790 _l I I I 1 33" linen Bedroom - _ O O L eq. ; ' New O O ' �� � _J ' closet � EF I Den - -- _1 j Q Witn Iignt til phone. 631 686-6585 N �, I I I 1 i r I fax. 631 686-6786 0 e-- - HH email. MMacrina@MMArchitectAIA.com rndantlinen - - - ;i'C ;' - \ ------ - - --------------------------------- I I � �Ilj With li ht I I - --- ------------------ web rc Itect I com P' �I MMA h A A.O O ----- I 0 E�-- -—- -I, f I I I HHT —� TFiH SD These plans are an instrument of service and are I I 1 I Clos t O HH HH HH the exclusive property of the architect. New Infringements of the concepts and design ideas I I I I 3 W.I.C• #2 presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: I I I I -----------_ 1'OSet Michael Macrina Architect, pc. All rihreserved, HH I I HH I I HH ------------------ — ------------- \\ ----- ' -i.—r--- --�- no part of the plans may be reproduced without I I I I HH��--��,�HH ___i SD I \\ N --- the expressed written consent of the architect. .,. VERIFY New r existing Hall SD SD \ , -------_ �_ _ I I I. I _ O O 1 EXACT HEIGHT I I I I �_ \ __ Drawing Status \ WITH OWNER i i --� L Pantry attic stair - Tv H HH H 9 \ -- �-- ---- -- ----------J 3 I \ O - N------L�---------------i-L----------- --- 3 I HH ' -� --------r1---------------I-r ----------- - M New ' I I New I i _ _ Bedroom #1 I c o o 0 1 1 microNave ref. -- Great i i closet linen I I I ----------------------- ----------------------- Room I I --- -------- — - f Hood oven gas stove I 1 NewIssuedoh New HH I oven I - H {� - n I I Patio #1 i i - -� - I THH II HH I ---- P I HH I I HH I I HH I HH THH ----- THH----- THH ----- I I 1 11 � � --- - pendant I � Patio #2 I IA 1 , I I I I I I SD EF I Gf71 ' • II II I I II 1 II Cons r Lion 11 ° 1 I 1 I I Kitchen --------- disposal arb s i sk ight;j'i i I endant 1 I �:\, I Renovaed �{------i d.P ant pen ant d garbage I j j New i -___ Cal I_.- ---'_-`/-- - -- --� -- THH � - � m // i --------------- \\ -r— �--- a ove li 1 I I P I I 1 sP TH rr. i \ II ' ------ --- --1---- - --- -------- ------- GFl I I F r ' o New " I I I •"`_'_'/ " �- -- O Tv I ---- --_ ,' `. - -1 - - - �'' � I I ----� -�-� -- - ' HH F-----� --- HH i i , i With light �Bathrm. #2 Laundry cl, - _ --- 7 I Room acis HH - - - GFI igh ----I a ovet I �� - -- �� I I ---I ---- 1 I endant \ , 1 1 P 1% , I I I I L--- I - ------- -------- - - ' _ \ _ yI -- - Dates f i HH I I I above , I ' 1 --- - - - -- -- - }HH I I , I — sconce reading 2/8/21 Issued for Construction HH I I HH HH H14 I M M 1 New lights HH 1 I --�_ ---- ----- `----- _--T- I - - MI I I I ----------- - ---------- --- I I I I ' c11 phone Bedroom #2 Gn I I I I 4 4 3 I F I -------- I c oset -- ---_--- existing I fireplace HH - HH HH �-� 1 1 New ' Mudroom' I ,� - - -- —T- -�--- ---------- Proposed� �_ Pro osed First Floor Electrical Plan -- - - -- - - -------- - -- - - - ---- -- .New M !! -- - -- - ;; f rr -- L an north Ilk-------- ---- -- ---- HH I � pl \WP•: EF H ,1 -------- ------- ----- - - -- i -- landin I - No. Date Description l I__77— -- ------=------ -------------- -- ---- -- ----------- ---- I Jla ding-- - LEGEND Project nD - ------------------- ------ t Proposed �� i3 4clo INDICATES PHONE JACK Tphone �' I 3 �' TN Addition and �--------� INDICATES CABLE JACK I I ________L---------i INDICATES DUPLEX RECEPTACLE � Renovation Fi INDICATES FLOOR OUTLET Tr F.O. --------------------- -- , --------------- INDICATES QUAD RECEPTACLE r For I ' --------------- INDICATES 4" LED RECESSED HH down j i CLG. LIGHT FIXTURE 'HALO' ' OR APPROVED EQUAL Frank & New GARAGE DOOR 1 ___ Two-Car OPENER VERIFY INDICATES SURFACE MOUNTED CLG. SM IF CLG. OR - i 1 WALL MOUNTED ' --- H" - 1 ; ! LIGHT FIXTURE Jennifer i - i -------------- ____-_ _-- ------------------------ INDICATES INDICATES PULL-CHAIN CLG. LIGHT .�PC ------------ ------- ----------------------, ' FIXTURE ■ ---------------------- ---------------------------------- ----------------- ------ INDICATES LED KEYLESS CLG. LIGHT KL ---------------------- ------------------------------- upinacci --- ------------------ - FIXTURE FIXTURE ' --------- ------ SO INDICATES RECESSED CLG. Gn WP 5920 Indian Neck Lane ---------- _ WATER-PROOF LIGHT FIXTURE Peconic, NY INDICATE PENDANT LIGHT FIXTURE pendant _________________ ____ ______________ ____________ TO BE SELECTED Jurisdiction I I INDICATES WALL MOUNTED LIGHT F4 I I FIXTURE TO BE SELECTED Town of Southold GARAGE DOOR i i INDICATES JAMB SWITCH JS OPENER VERIFY I KL Suffolk County IF CLG. OR ------------ KL L------------ INDICATES SWITCH ' WALL MOUNTED -----------------� I I cn I ( INDICATES 3-WAY SWITCH $3 INDICATES 4-WAY SWITCH $4 M P.DrawBy. i�� git ED,a A. New i INDICATES EXHAUST FAN (100 c.f.m.) EF Checked B a' ��� GFl GFl AGR I I X �, Attic M.A.M. r r -� 1W 1W INDICATES SMOKE DETECTOR SD ;s- t INDICATES CEILING MOUNTED CARBON CM Job No. � �3���i� + MONOXIDE DETECTOR 2052 INDICATES WALL MOUNTED CARBON Sheet Title KL — KL ; MONOXIDE DETECTOR CM I I INDICATES CEILING FAN OQO Electrical Plans I I TO BE SELECTED O O I I ---------------------------------- INDICATES LED STRIP 1 I LIGHT FIXTURE THERMOSTAT FIXTURE BOX FB (� Sheet Number: SOFFIT MOUNT MOTION FLOOD LIGHT vV Proposed Attic Electrical PIan WALL MOUNT MOTION FLOOD LIGHT 1/4" = 1 '-O" plan north SITE PLAN SCALE: 1" = 40' SHEET INDEX VF PLACARD CODE DATA BUILDING DATA ✓ -�1�r Sheet No. Description � Alwl� S P NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN 5�2� PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER �. CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total C-1 Cover Sheet 2020 RESIDENTIAL CODE OF NYS -� (In accordance with Title 19 NYCRR PART 1265) FOR GRAVITY & LATERAL DESIGN ______ Site Plan First Floor Level 2,051 sq.ft. 730 sq.ft. 3,066 sq.ft. _______` TO: Town of Southold (D (to be renovated) (garage conversion) 5 66°34'40" W 133.0,' xProject Data Q 285 sq.j INA ii Ch �a Eak, I 25.0 OWNER OF PROPERTY: Frank and Jennifer Lupinacci TOWN O F S O UTH O L D MUNICIPAL CODE i) (additions) USE: Single Family Detached Residential > Second Floor Level 718 sq.ft. 718 sq.ft. KA C r ii In SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): IG-1 General Notes 5920 Indian Neck Lane, Peconic, NY Construction: Wood Frame (un-sprinklered) Building Code Requirements SCTM#1000-98-05-17.4 Attic Level AA, rc h 1 to c PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ENERGY CODE COMPLIANCE METHOD Total 2,051 sq.ft. 1,733sq.ft. 3,784sq.ft. I ❑ New Residential Structure Q 21 Main Street Stony Brook NY 11790 These plans have been prepared as per section a G-2 Energy Coe Notes © Addition to Existing Residential Structure 730 sq.ft. rear 1 N 1102.1 .5 - Total UA Alternative Path b o Garage (to be converted 760 sq.ft. 760 s ft. a -- yard setback , ❑ Rehabilitation to Existing Residential Structure y 0 to living space) q' phone. 631 686-6585 Insulation Schedule utilizing REScheck-Web Software fax. 631 686-6786 Insulation D i I TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT (see attached REScheck Calculations) Uncovered Patio#1 587 sq.ft. 587 sq.ft. email. MMacrina@MMArchitectAlA.com etas U) web. MMArchitectAIA.com 1 � PROPERTY REFERENCE ABOVE WILL UTILIZE m 1 (check each applicable line): 0 w I final blower door test is not required = These plans are an instrument of service and are I I ❑ Truss Type Construction(TT) (as er tech bulletin TB-1020-RCNYS ) m Uncovered Patio#2 152 sq.ft. 152 sq.ft. the exclusive property of the architect. p ( ) Infringements of the concepts and design ideas + + 1 D Pre-Engineered Wood Construction(PW) presented on these drawings shall be prosecuted G-3 Schedules Mn to the fullest extent of the law. Copyright 2020: ❑ Timber Construction(TC) Michael Macrino Architect, pc. All rights reserved, I I I Climatic & Geographic Design Criteria Table R301.2(1) no part of the plans may be reproduced without N I , IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): the expressed written consent of the architect. Ground Snow Load: 20 psf A1 . 1 Demo Floor Plan ® Floor Framing,Including Girders and Beams(F) / I Speed: 130 mph ultimate wind speed(128 actual) - 46' ❑ Roof Framing(R) Drawing Status + , c Topographic Effects: No DESCRIPTION OF PROPOSED WORK 1 1 I Demo Elevations ❑ Floor Framing and Roof Fra g(FR) , 0 I o proposed I 1 D Wind Exposure Category: B i; 81 (D I I �i�,��" Seismic Design Category: B PROPOSED ONE STORY ADDITIONS I c leaching pool Proposed SIGNATURE: DATE le. 9 X 8'dia.x8'tall n + w o 20-• LP 1 leaching pool , ; PRINT NAME: Special Wind Region No PROPOSED FULL HOUSE RENOVATION A �, existing -� I min. 5' A2. 1 First Floor Plan CAPACITY Check One f undergro Ind k-� LP may / propane ank • A I 0 +ser Q Owners Representative Wind Bome Debris Zone Yes PROPOSED UNCOVERED PATIO #1 Issueo. fo I new+ Pool Patio I PROPOSED UNCOVERED PATIO #2 ■ 8'dia.x 8' existing ce�Ist ool to ST drywell be pumpedoned &` ro bled , E PROPOSED TWO STORY ATTACHED GARAGE ADDITION nst uCt1on existi --4 I removed inordance t, r 09 �� with S.C.D.H, andards 1 Esepti c0 tank 1 ' 6" DIAMETER--� � Weathering: Severe gener for 40,-01"�� --------> 35.9 dear] out I A2.2 PROPOSED GARAGE CONVERSION TO LIVING SPACE to garoe 19' Patio (s a fetal) , 1 Second Floor Plan Frost Line Depth: 36 inches PROPOSED BILCO DOOR I .5' , , g Termite: Moderate to Heavy 3.5' I Proposed Y Proposed a' I . Two-story p o REFLECTIVE WHITE 3 AREA o Garage One Foundation Plan PANTOTIVERED fn EA DIAGRAM / CLASSIFICATION v1 ITE-260 to' Addition , 1 A3.p PANTONE#187 19' A/I unit Winter Design Temperature 11 degrees Dates I ' Existing I Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters roposed z5 9 Ian rdin� I , 2/8/21 Issued for Construction +landing b One-story 1 1 I 1 Fdrr9ivecway, I - Dwelling I I , 1 /\3. 1 Flood Hazards N/A2/9/21 Rev. Exterior Wall Insulation 25' (5 bedroom E iICgdoorl N/o/F /-� Foundation Plan Details Air Freezing Index 618FFE - 27.0 j SEAGYAN CLUB INC N/0/F 5/14/21 Issued for Construction ..� i 1 sctm# 1000-98-6-18 set 1000-98-5-f6 31 test hole I DWELLING , DWELLING I Mean Annual Temp. 52.1 degrees 8/19/21 Issued for Construction 0 el. 25.x\ ���` I , USES WELL WATER , USES WELL WATER I '. `-� I.� I I Co�mponent and Cladding Loads: Table R301.2(2) DWELLING IS LOCATED DWELLING IS LOCATED } GREATER THAN 160FT GREATER THAN 16OFT A3.2 Structural Plans ZONE 4 18.2 -19.0 U + FROM NEW SEPTIC FROM NEW SEPTIC M t6 Patio ZONE 5 18.2 -24.0 Q o +� 15.2 x o IY existing I H o 6J1 well ZONE 1 16.7 -18.0 �q� s existing _; __; , I A3.3 Roof Framin Plan o (9 0- driveway to , , g N �I \be removed i I 1/2 �'� ZONE 2 16.7 -21.0 L �. " "'' STROKE V y :- - �_, JI The construction type _. $� _- I I v; ZONE 3 16.7 -21.0 designation shall be "W',^nl°,"IV'or'V' �, No. Date Description �f Ib 1 1 to indicate the construction ZONE 1 10.5 -16.0 A3.4 Braced Wall Plan classification of the p I I DESIGNATION FOR STRUCTURAL o � M ZONE 2 10.5 -29.0 Project structure under _N , section 602 of the BCNYS Lei • s 12' , I COMPONENTS THAT ARE OF ZONE 3 10.5 -43.0 Proposed p� i existing I 1 TRUSS TYPE CONSTRUCTION (125sf) ! A4. 1 Front Elevation ZONE 1 10.0 -18.0 I (DRY BUILDING ea "F" FLOOR CONSTRUCTION,INCLUDING O I 1 Right Elevation i , r GIRDERS AND BEAMS N M ZONE2 10.0 -30.0 Addition and i 1 �J '� "R" ROOF FRAMING x "t < b ZONE 3 10.0 -46.0 : U LDl['%1G�e " " Renovation I � Z =n°'; FR FLOOR AND ROOF FRAMING 1 5 FANDARDS AND CODES Zone Diagrams ' A4.2 Rear Elevation I ' ' * 2 Bilco Doo Proposed Proposed For I I Left Elevation °� b = it ■t'^`° ' s s Garage Conversion IIt +r".. 2 Addition#1 "PI `t 1 36 s.f. to Living Space N 1 ►.: r -- 5 4' Proposed Proposed ( ) .:�..:��'�;;,'`� , e, 5 Patio#1 (730 s.f.) Frank & I - W \ I , _.,<,_e_,N . y. Landing#1 L Moctric Power Lines 5 2 5 2 (635 s.f.) 0 1 A5. 1 Building Sections '�1 3 4 4 3i 4 K �J Gas,oil,or steam a ■ A,B,C r Communication Lines,CATV Gable Interior 5 J enni er b j Potable Water Wall ® Zone N I I � / N Existing Reclaimed Water,Irrigation,Slurry Edge �cX � Perimeter �"�/ � --I Living Space ■ Proposed Lupinacci A5.2 Building Sections Sewers and Drain Lines Zone Zone p (to be renovated) I ' n g Knowwhat'sbelow. t`--t 0 Addition#3 (2,051 s.f.) j D E F G Call before a di t ---� Temporary Survey Markings (203 s.f.) � � �. � 5920 Indian Neck Lane Z Proposed Excavation MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 N 0 THIS IS AN ARCHITECTURAL SITE PLAN Plumber Riser USE LIVE LOAD DEAD LOAD L Proposed Proposed Peconic, NY BASED ON INFORMATION FROM A LL Landing#3 Patio#2 SURVEY PREPARED BY: Exterior Details VICINITY MAP Exterior Balconies and decks 40 psf 10 psf (152 s.f.) Proposed Jurisdiction 1 0 Peconic Surveyors P.C. Fire Escapes 40 psf 10 psf r aro- 6 Addition#2 I N Southold,NY Q Proposed (46 s.f.) 1 C July 02020 ' `6. 1 Strapping Details Passenger Vehicle Garages 50 psf as per plan ( 6tY Landing#2 Town of Southold x _ N='s° , Unhabitable ATTICS without Storage 10 psf 10 psf Suffolk Count ,h o Nailing Schedule y Proposed +���.. N Unhabitable ATTICS with Storage 20 psf 10 psf Pool Patio �''� '�_' L 4g8, LL Plot Plan = 40' Framing Details Habitable ATTICS and ATTICS 30 psf 15 psf separated�h@ served with fixed stairs p. Drawn By: UtilityProtection Detail application) ROOMS other than sleeping rooms 40 psf 15 psf M.P. 4t v eS►r o 'fit, fit, Sleeping Rooms 30 psf 15 psf Checked By: IV. -1 Electrical Plans Stairs 40 psf 10 psf M.A.M. Guards and Handrails 200 psf lateral` ZONING ANALYSIS Job No. _<.. Guard in-fill components 50 psf �2 6 0� 2052 " ; �• -. ".� ROOFS 30 psf 15 psf � N . Zone: R-80 r"` Sheet Title :`� Lot Area = 81,833 s.f. (1.878 acres) Min. Required - 80,000 s.f. - ALLOWABLE DEFLECTION : Table R301.7 Yards: Structural Member Allowable Deflection Cover8heet Required: -~ Rafters having slopes greater than 3/12 with no L/180 L - Site PIan Front=60 ft finished ceiling attached to rafters. 0 Side=20 ft(min.) { 5920 Indian Neck Ln Interior Walls and Partitions H/180 0 - Project Data Side=45 ft(total) �S LL Rear=75 ft t, Peconic, NY 11958 Floors and Plastered ceilings L/360 -a All other Structural Members L/240 0 U Exterior Walls with plaster or stucco finish H/360 N N Proposed Sheet Number : t Exterior Walls - wind loads° with brittle finishes H/240 Second Floor Addition Exterior Walls - wind loads° with flexible finishes H/120 (718s.f.) [� -MUS, Lintels Supporting Masonry Veneer Walls L/600 Note : L=Span Length, H=Span Height AUG 2 5 2021 '1,. GENERAL CONDITIONS STEEL NOTES FRAMING (continued) EXTERIOR WINDOWS AND DOORS GLAZING 1. All Steel shall have a minimum Fb of 33,000 p.s.i. h. Fire blocking as required. 1. All exterior windows and doors shall be designed to resist the component All Glazing shall conform to section R308 (glazing) of the 2020 FACTORY-BUILT GAS & WOOD FIREPLACES 1. All work shall conform to the codes listed on the cover sheet. All codes and cladding wind loads specified on the cover sheet. Residential Code of NYS. shall supersede the drawings and shall be incorporated into the drawings, whether 2. All Steel shall conform to the latest A.S.T.M. specifications for 2. Bearing Walls supporting one floor or more: Factory-built fireplaces shall be listed and labeled and shall be installed . -1; \ they are indicated on the plans or not. A992/A572 steel. Pipe columns shall conform to A.S.T.M. A501. " 2. All exterior Hindows and sliding doors shall be tested b an approved R308.4 Hazardous locations. The following shall be considered in accordance with the conditions of the listing, and shall be tested "Y''A i':, `° a. Partitions must be constructed of minimum 2 x 4 studs spaced 16 o.c. 9 Y PP 9 \ of a lumber specified unless otherwise noted on Ions. independent laboratory, and bear a label identifying manufacturer, specific hazardous locations for the purposes of glazing: in accordance with UL 127. -„_ r 2. Contractor shall check and verify all dimensions, notes and conditions at the 3. All work steal{ conform to the latest A.LS.C. specifications. YP P p ".�y t, site before any construction work is started. The Contractor shall notify the performance characteristics and approved inspection agency id indicate Hearth Extensions. �. `.,.w b. If a double top plate of less than 2-2 x 6 s or 2-2 x 4 s is used, floor 1. Glazing in fixed and operable panels of swinging, sliding door and Architect of any discrepancies or conflicts in the drawings and/or field FRAMING compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged ` joists shall be centered direct) over and below bearing wall studs with a bifold door. Hearth extensions of approved factor built fireplaces shall be installed '^� 1 Y 9 doors shall be tested and labeled as conforming to AAMA/WDMA/CSA PP Y- P conditions before starting the work. The discovery of discrepancies after beginning the work shall be the full responsibility of the Contractor to correct. 1. Minimum header size to be (2) 2x6 unless noted otherwise on plan. tolerance of no more than 1» / /unless substantiated engineering calculations. 101 I.S.2 A440 or AMD 100. 2. Glazingin storm doors. in accordance with the listing of the fireplace. The hearth extension KA A 3. Contractor shall locate & stake out all existing underground utilities prior to any 2. All structural framing Lumber to be doug fir 12 or better, c. Interior bearing stud walls must be sheathed with a minimum 1/2» gyp. bd.fastened according to drywall manufacturer recommendation and fireblocked. 3. Garage doors shall be tested in accordance with either ASTM E 330 or shall be readily distinguishable from the surrounding floor area. i C 3. Glazing in all unframed swinging doors. -»- excavation. The utilities shown on the plans are an approximate location only. (min. fb=900, e = 1.5x10) Higher stress lumber such as s.y. pine, ect. may ANSI/DASMA 108, and shall meet the acceptance criteria of ANSI/DASMA 108. 4. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, 4. Contractor to be responsible for arranging all necessary permits and be substitued for doug fir. No spf lumber may be used except for sill, Corner Bracing: bathtubs and showers. Glazing in any part of a building wall enclosing these .ems inspections, including obtaining the Certificate Of Occupancy (C.O.). plates, and studs. 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood 4. Window and glass door assemblies shall be anchored in accordance with the compartments where the bottom exposed edge of the glazing is less than r i n G� 5. Written dimensions shall have precedence over scaled dimensions and larger 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be sheet of thickness to match that of sheathing. 60 inches measured vertically above any standing or walking surface.published manufacturers recommendations to achieve the design pressure ELECTRICAL Plllili, Y C h ii te Ct scale details shall have precedence over smaller scale details/drawings. pressure treated unless otherwise noted. 2. Overlap plates at all corners. specified. Substitute anchoring systems used for substrates not specified 5. Glazing in an individual fixed or operable panel adjacent to a door shall be Drawings are not to be scaled. b the fenestration manufacturer shall provide equal or greater anchorin considered to be a hazardous location where the bottom exposed edge 4. All wood subfloors shall be 3/q. thick 7&G subfloor with o minimum Nailing: Y P q 9 9 P 9 1. All electrical work shall conform to rules and regulations of the surface and of the glazing is less than 60 inches above the floor or walking performance as demonstrated by accepted engineering practice. g 2017 National Electric Code, NFPA 70-2017 and the 2020 21 Main Street Ston Brook NY 11790 6. Any deviation from the Architects drawirgs must be submitted to the Architect span toting of 48/24, to be glued and nailed to joists. 1. All nailing shall comply with nailing schedule in the 2015 International Y it meets either of the following conditions: in writing for approval. Residential Code and nailing schedule shown on Ions. Residential Code of NYS. 5. All wood frame openings in floors, roofs, ceilings shall have a minimum 9 P 5• Emergency escape and rescue opening required: Basements, habitable attics, 5.1. Where the glazing is within 24 inches of either side of the door in 2. The Electrical equipment and wiring shall be installed in accordance hone - 7. Contractor shall be responsible for adequately bracing and protecting all work double trimmer and header framing unless noted otherwise on plan. Alignment: p 631 686 6585 P q Y 9 P 9 every sleeping room and where noted on floor plans shall have not less than the plane of the door in a closed position. with chapters 34 thru 43 of the 2020 Residential Code of NYS. during construction against damage, breakage, collapse, distortion and 1. All rafters and joists framing from opposite sides shall la at least six fax. 631 686-6786 misalignment according to applicable codes, standards and good practice. 6. All wood frame wall openings shall have minimum of single Jack stud plus 1 9 PP P one operable emergency escape and rescue opening. Where basements contain 5.2. Where the lazin is on a wall perpendicular to the lane of the 3. Electrical work to be Fire Underwriter's inspected and approved.9 9 PP 9 P 3 inches and be nailed together with min. 3 10d face nails. glazing PrP P P PP email. MMacrinaCu)MMArchitectAlA.com single King stud posts at each end. ( ) 9 ( ) one or more sleeping rooms, an emergency escape and rescue opening shall door in a closed position and within 24 inches of the hinge side „ 8. All work shall ll performed in i first cl bo manner with all new materials. 2. When framing end to end joists shall be secured together b metal straps. be required in each sleeping room. Emergency escape and resuce openings of an in-swinging door. 4. All electrical outlets in wet areas to be ground fault interrupter web. MMArchitectAlA.com Contractor shall provide all equipment,ment, labor and materials necessary for 7. All hanging wood joists and rafters shall be supported with steel 9 J 9 Y P • q � P• 9 9 Y P9 9 P q P Y (G.F.I.) type. the proper execution and time) com letion of the work. Contractor shall joist hangers. shall open directly into a public way, or to a yard or court that opens to These plans are on instrument of service and are p p y p Exceptions: the exclusive r of the be responsible for all materials and equipment stored at the site. a public way. 1. Decorative glazing. 5. Working clearance 36 ice dimensions around electrical panel to be a Infringements of the conceptsaandtdesign ideas 8. When joist hangers & fasteners are in contact w/ pressure treated lumber, D RA FTSTO P P I N G / F I R E B LOCKING & minimum of 36 deep x 30 wide x 6-6 high. presented on these drawings shall be prosecuted or exposed to the exterior use stainless steel or hot-dipped galvenized Exception: Basements used only to house mechanical equipment 2. Where there is an intervening wall or other permanent barrier to the fullest extent of the law. 9. All contractors and their subcontractors shall carry insurance that will protect P y6. All electrical work to be performed b a local licensed electrician. Copyright 2020: joist hangers & fasteners only. FIRE PROTECTION between the door and the glazing. p Y Michael Macrina Architect, c the Owner and Architect from claims from damages for personal injuries, not exceeding a total floor area of 200 square feet. p . All rights reserved, " 3. Where access through the door is to a closet or storage area Ground-Fault Circuit-Interrupter Protection. no part of the plans may be reproduced without including death, which may arise in connection with this project. 9. All sheathing shall be a minimum of Yz CDX plywood on roof 1. Install Fireblocking required as per section R302.11 and Draftstopping as per 9 9 the expressed written consent of the architect. and 31s" OSB plywood on walls unless noted otherwise on plans and section R302.12 of the 2020 Residential Code of NYS. Operational constraints and opening control devices: Emergency escape 3 feet or less in depth. Glazing in this application shall comply Locations. 10. Contractor to indemnify Architect and Owner and hold harmless. fastened to studs as per nailing schedule. and rescue openings shall be operational from the inside of the room with Section R308.4.3. Draftstopping required: without the use of keys, tools or special knowledge. Window opening control 4. Glazing that is adjacent to the fixed panel of patio doors. 1. All bathroom receptacles are to have G.F.C.I. protection. 11. The Architect is not responsible for construction means, methods, techniques, 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted Ys' P 9 P g Drawing Status : P q When there is usable space both above and below the concealed space of a 2. All garage & accessory building receptacles are to have G.F.C.I. protection. sequences, procedures or for the safety precautions and programs in otherwise on plan. P P devices complying with ASTM F 2090 shall be permitted for use on windows floor/ceiling assembly, draftstops shall be installed so that the area of the servin as a required emergency escape and rescue opening. Emergency 6. Glazing in an individual fixed or operable panel that meets all of the following 3. All outdoor receptacles are to have G.F.C.I. protection. connection with this project. 9 q 9 Y P P g 9 Y 11. All top plates in wood frame walls shall be doubled and overlap with concealed space does not exceed 1,000 sf. Draftstopping shall divide the conditions shall be considered to be hazardous location: escape and rescue openings shall have minimum dimensions as specified 4. All crawl space receptacles are to have G.F.C.I. protection. 12. Match all existingconditions as the relate to finishes, lighting, coursing, intersecting walls if possible. concealed space into approx. equal areas. Where the assembly is enclosed by dimensions, height, oli nment, etc. Move and re-locate an partitions, wiring, a floor membrane above and a ceiling membrane below draftstopping shall be in this section. 6.1. The exposed area of an individual pone is larger than 9 square feet. 5. All unfinished basements receptacles are to have G.F.C.I. protection. 9 9 Y P 9 12. Laminated Veneer Lumber to have a min. ti 2,650 (Fb) bending stress 6.2. The bottom edge of the glazing is less than 18 inches above 6. All kitchen receptacles that serve countertop surfaces shall have plumbing and duci.work that may be concealed in walls or ceilings being revised, and a min, of 1.9x10 (E) modulus of Elasticity. provided in floor/ceiling assemblies under the following circumstances: Minimum opening are: Emergency and escape rescue openings shall have a 9 9 9 011111 9 Y Pthe floor. Issued fOx to provide a complete job in all respects. G.F.C.I. protection. 1. Ceiling is suspended under floor framing net clear opening of not less than 5.7 square feet. The net clear opening 13. All shims under cellar girders to be steel only. dimensions required b this section shall be obtained b the normal 6.3. The top edge of the glazing is more than 36 inches above the 7. All laundry, utility and bar sink receptacles that are located within 6ft. 13. All contractors and subcontractors shall be licensed and insured as required. 2. Floor framing is constructed of truss-type open-web or perforated members. q Y Y floor; and 14. Wrap all girders that sit in concrete beam pockets with soft flashing to operation of the emergency escape and rescue opening from the inside. The of the outside edge of the sink are to have G.F.C.I. protection, 1,a Root 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, Materials: 6.4 One or more walking surfaces are within 36 inches measured 8. Electrical) heated floors, h romossa a bathtub, spa and hot tub CoI I and equipment rior to purchasing. All equipment and materials are to be prevent direct contact with concrete. net clear height opening shall be not less than 24 inches and the net clear horizontal) and in a straight line, of the glazing. Y 9 p P P 9Y 9 9 9 - - - Draftstopping materials shall not be less than 1 2 inch sum board 3/8 locations are -- --- stru C L1 0 I I installed per manufacturers written specifications. PP 9 / 9YP � / width shall be not less than 20 inches. to have G.F.C.I. protection. Bolts in Wood Framing: inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other Exceptions: 15. Contractor shall keep site clean and free of debris. 1. All bolts in wood framing, where specified on plans shall be standard approved materials adequately supported. Draftstopping shall be installed Exception: Grade floor or below grade openings shall have a net clear P 9. All receptacles within 6 feet of the outside edge of a bathtub or 1. Decorative glazing. shower stall are to have G.F.C.I protection. machine bolts with standard malleable iron washers or steel plate washers. parallel to the floor framing members unless otherwise approved by the opening of not less than 5 square feet. 16. These drawings are the property of the Architect and shall not be used building official. The integrity of all draftstops shall be maintained. without his consent. Drawings shall not be used for issuing of a building 2. Steel plate washer sizes shall be as follows: 2. Where a horizontal rail is installed on the accessible side(s) of the without unless signed & sealed b Michael Macrina Architect, c l 1 2" and 5/8"sizes Diam. bolts - 2-1 4" s x 5 16" Fire Blocking Required: Window Sill Height: Where a window is provided as the emergency escape and glazing 34 to 38 inches above the walking surface. The rail shall Arc-Fault Circuit-Interrupter Protection. P 9 Y P / / q' / be capable of withstanding a horizontal load of 50 pounds per Locations. » » » rescue opening, it shall have a sill height of not more than 44 inches above P 9 P b. 3/4 Dia. bolts-2-5/8 sq. x 5/16 . Fireblocking shall be provided to cut off all concealed draft openings 17. Contractor to follow all manufacturers specifications, recommendations and the floor; where the sill height is below grade, it shall be provided with a linear foot without contacting the glass and have across-sectional 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 amp Dates installation details on all products used in this project. Notify the Architect 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. (both vertical and horizontal) and to form an effective fire barrier between of an conflict between the Ions and manufacturers specifications, / g window well in accordance with Section R310.2.3. height of not less than 1 1/2 inches. outlets installed in kitchens, family rooms, dining rooms, living rooms, Y P P stories, and between a top story and the roof space. Fireblocking shall be parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, recommendations and installation details prior to installation of product on 4. For sill anchors, see typical details on architectural drawings. 3. Outboard panes in insulating glass units and other multiple glazed P 2/8/21 Issued for Construction provided in wood-frame construction in the following locations. 6. All exterior windows and doors occuring in hazardous locations as per Section hallways, laundry areas and similar rooms or areas shall be protected by 2/ /2 Rev. this project. Contractor shall be responsible for correction of any work that panels where the bottom edge of the glass is 25 feet or more 9 1 . Exterior Wall Insulation Lag Bolts: R308.4 of the 2020 Residential Code of NYS and indicated on floor plans a combination type arc-fault circuit interrupter installed to provide prevents the correct installation of a specified product as shown on the a. In concealed spaces of stud walls and partitions, including furred spaces P above grade, a roof, walking surface or other horizontal [within YP P drawings. 1. All lag bolts where specified on plans shall be of structural grade steel. and parallel rows of studs or staggered studs; as follows: are to have tempered glass. See glazing section of this sheet and section R308 45 degrees or horizontal] surface adjacent to the glass exterior. protection of the branch circuits. 5/14/21 Issued for Construction 18. Contractor shall be responsible for adequately bracing and protecting all work 2. Washers shall be placed under the head of lag bolts bearing on wood. of the 2020 Residential Code of NYS. P q Y 9 P 9 - vertically at the ceiling and floor levels. 7. Glazing in guards and railings, including structural baluster panels and Single-and Multiple-Station Smoke Alarms. 8/19/21 Issued for Construction during construction against damage, breakage, collapse, distortion and Length of lag bolts shall be minimum 2/3 depth of members being bolted - Horizontally at intervals not exceeding 10 ft. 7. All exterior windows and doors are to have a maximum U-value of 0.35 and nonstructural in-fill panels, regardless of area or height above a walking All smoke alarms shall be listed in accordance with UL 217 and misalignment according to applicable codes, standards and good practice. together. a maximum solar heat gain coefficient factor of 0.40. surface shall be considered to be a hazardous location. installed in accordance with the provisions of Section R314 of the 3. All bolts that are in contact with pressure treated lumber or exposed to b. At all interconnections between concealed vertical and horizontal spaces 2020 Residential Code of NYS and comply with the provisions GUARDS exterior are to be stainless steel or hot-dipped galvenized. such as occur at soffit, drop ceilings and cove ceilings. FALL PROTECTION 8. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, of NFPA 72. Altering Structural Members: c. In concealed spaces between stair stringers at the top and bottom of whirlpools, saunas, steam rooms, bathtubs, showers and indoor or Locations. (Section R314.3) Guards Required. 1. No structural member shall be omitted, notched, cut, blocked out or In dwelling units, where the to of the sill of an operable window outdoor swimming pools where the bottom exposed edge of the glazing is Single and multiple-station smoke alarms shall be installed in the run. Enclosed spaces under stairs shall have walls. under-stair surface 9 P P 9 P Porches, Balconies, Ramps, Stairs or Raised Floor Surfaces Located " opening is located less than 24 inches above the finish floor and less than 60 inches measured vertically above any standing or walking the following locations: „ relocated without prior approval by the Architect. Do not alter size of and any soffits protected on the enclosed side with a 1/2 gypsum board. P 9 9 More Than 30 above the Floor or Grade Below shall have Guards greater than 72 inches above the finish rade or other surface below surface shall be considered to be a hazardous location. This shall apply to members noted without approval of the Architect. g g a single glazing and each 1. In each sleeping room. not Less than 36" in Height. d. At openings around vents, pipes, ducts, cables and wires at ceilings and on the exterior of the building, the operable window shall comply with 9 9 9 pane in multiple glazing. 2. Outside of each separate sleeping area in the immediate Built-up Beams: floor level, with an approved material to resist the free passage of flame one of following: Exceptions: Glazing that is more than 60 inches measured horizontal) Vicinity of the bedrooms. Open sides of stairs shall have guards not less than 34" in height and not 1. Built-up beams or joists formed by o multiple of 2 x dimensional lumber and products of combustion. P g � Y Y No. Date Description more than 38" measured vertically from the nosing of the treads. 1. operable windows with openings that will not allow a 4 inch diameter and in a straight line, from the waters edge of a bathtub, hot tub, 3. On each additional story of the dwelling, including basements p members shall be interconnected as follows: spa, whirpool or swimming pool or from the edge of a shower, sauna and habitable attics but not including crawl spaces and uninhabitable a. Members 12" and less in depth: glue and internal) w 2 rows e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. sphere to pass through the opening where the opening is on its Guard Opening Limitations. » P 9 / or steam room. attics. In dwellings or dwelling units with split levels and without Project : Required Guards on open sides of stairways, raised floor areas, 16D nails at 12 o.c. staggered. largest opened position. 99 f. Fireblocking of cornices of a two family dwelling is required at the line an intervening door between the adjacent levels, a smoke alarm . balconies and orches shall have intermediate rails or ornamental b. Members greater than 9-1 4" in depth or multiple 3x members of dwelling unit separation. 9. Glazing adjacent to stairs, landings and ramps where the bottom exposed edge installed on the upper level shall suffice for the adjacent lower p 9 / P P 9 P 2. operable windows that are provided with window fall prevention devices PP J Proposed closures that do not allow passage of a sphere 4" or more in through bolt with 1/2" diameter machine bolts at 24" o.c. that comply with ASTM F 2090. of the glazing is less than 36 inches above the plane of the adjacent walking level provided that the lower level is fess than one full story diameter. staggered top & bottom, 1-1/2 from edges. Materials: surface of stairways, landings between flights of stairs and ramps shall be below the upper level. Addition �nd Exception. 2. Built-up beams or joists formed by a multiple of engineered lumber Except as provided in Section R602.8, Item 4, Fireblocking shall consist 3. operable windows that are provided with windconsidered to be a hazardous location. 4. Smoke alarms shall be installed not less than 3 feet horizontallow opening control devices ymembers ore to follow manufacture specifications of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, that comply with section R312.2.2. from the door or opening of a bathroom that contains a bathtub The triangular openings formed by the riser, tread and bottom rail 10. Glazing adjacent to the landing at the bottom of a stairway where the glazing or shower unless this would prevent placement of a smoke alarm of a guard at the open side of a stairway are permitted to be of cutting of Beams,Joist and Rafters: or two thicknesses of 1 inch nominal lumber with broken lap joints, or „ is less than 36 inches above the landing and within a 60 inch horizontal arc less required by Section R314.3. RenOVatlOn such a size that a sphere 6 cannot ass through. 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored one thickness of 23/32 inch wood structural panels or one thickness of Section R312.2.2(window opening control devices) P P 9 less than 180 degrees from the bottom tread nosing shall be considered to be When more than one smoke alarm is required to be installed within an holes not deeper than 1/6 the depth of the member and shall not be 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 Window opening control devices shall comply with ASTM F 2090. a hazardous location. individual dwelling unit the alarm devices shall be interconnected in located in the middle of 1/3 of the span. Notch depth of the ends at the inch gypsum board or 1/4 inch cement-based millboard. Batts or blankets The window opening control device, after operation to release the HABITABLE SPACE member shall not exceed 1/4 the depth of the member. Holes bored or out control device allowing the window to fully open. shall not reduce the such a manner that the actuation of one alarm will activate all of the PLUMBING alarms in the individual dwelling unit. The alarm shall be clear) audible in For or minerigl wool or glass fiber or other approved materials installed in such net clear opening area of the window unit to less than the area 9 Y into joist shall not be closer than 2 inches to the tip or bottom of the P 9 joists and the diameter of the hole shall not exceed 1 a manner as to be securely retained in place shall be permitted as an required b section R310.2.1. all bedrooms over background noise levels with all intervening doors closed. 1. All Habitable spaces shall conform to the following sections of the 2020 1 /3 the depth of the q Y 9 acceptable fire block. Batts or blankets of mineral or lass fiber or other 1. All plumbing work to be installed in strict accordance with the 2020 Residential Code of NYS. joist. The tension side of beams, joists and rafters of 4 inches or greater P 9 Residential Code of NYS and local codes. Combination Detectors. R303 (light, ventilation, and heating) nominal thickness shall not be notched, except at ends of members. approved nonrigid materials shall be permitted for compliance with the 10 CLOTHES DRYER EXHAUST Combination smoke and carbon monoxide alarms shall be permitted Frank 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists Pipes in Stud bearing Nails or Shear Nails: foot horizontal Fireblocking in walls constructed using parallel rows of studs 9 R304 (minimum room areas) 1. To be installed as per section M1502 of the 2020 Residential shall be located as close as possible to center joist span to maintain to be used in lieu of smoke alarms. R305 (ceiling height 1. Notches or bored holes to studs of bearing walls or partitions shall not be or staggered studs. Loose-fill insulation material shall not be used as a fire ( 9 ) Code of NYS. structural integrity of joists. Refer to the framing section of this sheet. po�verSource.R306 sanitation more than 1/3 the depth of the stud. block unless specifically tested in the form and manner intended for use to Jennifer ( ) 2. Clothes dryer exhaust system shall be discharged to the exterior. 3. Materials for water supply and distribution systems, per tables P2906.4, The re uired smoke alarms shall receive their Amar ower from R307 toilet, both and shower spaces) Bridging and Blocking: demostrate its ability to remain in place and to retard the spread of fire required primary y p ( P ) P2906.5 and P2906.6 of the 2015 International Residential Code. the building wiring when such wiring is served from a commercial source, 1. There shall be not less than one line of bridging when using dimensional and hot gasses. Exhaust duct sine and material ■ lumber in every eight feet of span in floor, attic and flat roof framing. Exhaust duets shall have a smooth interior finish and be constructed International Residential Code. and when primary power is interrupted, shall receive power from a4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), battery. Wiring shall be permanent and without a disconnecting switch Lupinacci The bridging shall consist of not less than one by three inch lumber Fire Protection of Floors of metal having a minimum thickness of 28 gage. The duct shall FLASHING & CAULKING NOTES double nailed at each end or of equivalent metal bracing of equal rigidity. » roof type.be 4" nominal in diameter. P3002.2 and P3002.3 of the 2020 Residential Code of NYS. other than those required for overcurrent protection. Smoke alarms All floor assemblies are to be fire-reistance rated with a minimum of 1/2 5. All exterior hose bibbs are to be frost- shall be permitted to be battery operated when installed in buildings 1. Providing metal flashing where framing lumber is in contact with soil or concrete. 2. Block solid at all bearing supports where adequate lateral support is not gypsum wall board, 5/8" wood structural panel or equivalent on the underside Length limitation P without commercial power. 592 Indian Neck Lane Provide continuous hidden (blind) metal flashing where tops of roof intersect otherwise provided. Block all stud walls at maximum intervals of eight of the floor framing member. Penetrations oropenings for ducts, vents, The maximum length of a clothes dryer exhaust duct shall not exceed 6. In areas prone to flooding, drainage, waste and vent systems shall be P 9 99 Y Peconic, NY vertical wall surfaces. Provide metal step flashing around all chimneys, skylights feet with minimum of 2 x solid material with tight joints. electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping 35 ft. from the dryer location to the wall or roof termination. located and installed to prevent infiltration of floodwaters into the Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) and where sides of roof intersect vertical wall surfaces. All metal flashing shall and similar openings or penetrations shall be permitted. The maximum length of the duct shall be reduced 2.5 ft. for each systems and discharges from the systems into floodwaters. Carbon monoxide alarms shall be installed in the following locations: 9 3. Provide blocking under all posts down to foundation, beam and/or column 45-degree bend and 5 ft. for each 90-degree bend. The maximum 1. Carbon Mid extend up vertically a minimum of 4" from the roof unless noted otherwise. with similar material. Exceptions: length of the exhaust duct does not include the transition duct. 7. In areas prone to flooding, vents shall be located at or above the on onoxe are required on each level on which sleeping P 9 Jurisdiction 9 design flood elevation. spaces are located, within 15ft. of the sleeping area. 2. Flash, caulk and seat all junctions of new and existing roofs, walls and PI_ w� 1. Floor assemblies located directly over a space protected by an automatic More than one carbon monoxide alarm shall be provided penetrations, to farm a watertight assembly. 1. All plywood shall be Doug fir or equal. It shall be manufactured and sprinkler system in accordance with Section P2904, NFPA 13D, or other REQUIREMENTS FOR 8. All plumbing fixtures to be installed as per Chapter 27 of the 2020 where necessary to assure that no sleeping area on a story Town of Southold graded in accordance with : approved equivalent sprinkler system. MASONRY FIREPLACES Residential Code of NYS. is more than 15ft. away from a carbon monoxide alarm. Suffolk Count U.S. Product Standard PS 1-83 for Construction and Industrial Plvwood 9. Vents: 2. On any story where a fuel-fired appliances and equipment, y 2. Floor assemblies located directly over a crawl space not intended for PER 2020 Residential Code of NYS (table R1001.1) solid-fuel burning appliances and equipment, 111111111111111111"ERMEM31111"IST --.-; ., 2. Each plywood sheet shall bear the "APA" trademark. storage or fuel-fired appliances. Roof Extension (sect. P3103.1) fireplaces or attached garages are located. COOLING. Hearth Slab Thickness 4"min.thickness for hearth extension 0 en vent res that extend throw h a roof shall be terminated not less H ATING, VENT LAT 0 & 3. All end joints shall be staggered and shall butt along the center lines P PP 9 n_.. 3. Portions of floor assemblies shall be permitted to be unprotected where » Interconnection of Carbon Monoxide Alarms&Detectors: Drawn By : t;.0 of framingmembers. Hearth Extension 8 for fireplace opening less than 6 s ft. than 6 inches above the roof or 6 above the anticipated snow accumilation, aF 1� Combustion Air complying with the following: each side of o en' 12"for fireplace opening greater than or whichever is greater. Where a roof is to be used for assembly, as a When more than one carbon monoxide alarm or detector is required to M.P. A 1a, 4. The face grain of the plywood shall be laid at right angles to the joists ( p g) P P g g 9 Y� q Sold Fuel 3.1 The aggregate area of the unprotected portions does not exceed 80 equal to 6 sq.ft. promenade, observation deck or sunbathing deck or for similar purposes, be installed within on individual dwelling unit or sleeping area, the t' F' Burning appliances shall be provided with combustion air in accordance with the and trusses and parallel to the studs. 8` v , �p 6 9 PP P square feet per story. Hearth Extension 16"for fireplace opening less than 6 s ft. open vent pipes shall terminate not less than 7 feet above the roof. alarm devices shall be interconnected in such a manner that the actuation Checked By: �, „ . -1 appliance manufacturers installation instructions. Oil-fire appliances shall be 5. Nails shall be placed 3/8 minimum from the edge of the sheets. P p 9 q• f i ;r 3.2 Fireblocking in accordance with Section R302.11.1 installed along the (front of opening) 20"for fireplace opening greater than or of one alarm will activate all of the alarms in the individual unit. ,4 � > be provided with combustion air in accordance with NFPA 31. The minimum nail penetration into framing members shall be 1 1/2 Frost Closure (sect. P3103.2) The alarm shall be clear) audible in all bedrooms over back round noise M.A.M. J » perimeter of the unprotected portion to seperate the unprotected equal to 6 sq.ft. Y 9 .� Ducts for 8d nails and 1 3/8 for 10d nails. portion from the remainder of the floor assembly. Vent extensions through a roof or wall, shall be not less than 3 inches in levels with all intervening doors closed. 1 �, -.e �' 6. All floors and walls shall be nailed as per nailing schedule. Firebox Dimensions 20" min.firebox depth diameter. Any increase in the size of the vent shall be made not less than Job No. 3125 �0� Duct Insulation 4. Wood floor assemblies using dimension lumber or structural composite Thickness of 8"where firebrick linin is used 1 foot inside the thermal envelope of the building. Equipment. O,: Hai, All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Partitions: lumber equal to or greater than 2-inch by 10-inch nominal dimension, g P g' 2052 1111111111111111111111111111111110 All other ducts shall be insulated to a minimum of R-6. or other approved floor assemblies demonstrating equivalent fire Wall of Firebox Carbon Monoxide alarms shall o listed labeled as complyingwith 1. General: � „ PP 9 q � 10. For trap sizes, see table P3201.7 on plumbing riser diagram UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and �/ a. Provide solid blocking at 4'-O" o.c. between the joist and first interior performance. Distance from top 8' min. Sheet Title : Duct Sealing parallel joist at all gable walls. of Opening to Throat labeled as complying with UL2075 and shall meet the sensitivity testing All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be Combustible Insulation Clearance DRYWALL NOTES and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms„ b. Splices of the top and bottom portion of double top plates must be detectors and alarm control units shall be installed in accordance made substantially airtight by means of fastners, welds, tapes, mastics, gasketing » Combustible insulation shall be se erated not less than 3 inches from General Notes staggered a minimum of 24 . P Bathroom Walls&Ceilings: with the R.C.N.Y.S. and the manufacturers installation instructions. or other approved closure systems. recessed luminaires, fan motors and other heat-producing devices. „ c. Joints in top plate need not occur over studs. ROOF VENTILATION Provide 1/2 mold & moisture resistant gypsum board by National Gypsum (� Duct Support Exceptions Gold Bond Brand XP (purple board) or equal to all walls and ceilings, Power Source. Building Code PP d. Lap top plates at corners and intersections. Ventilation Required: including all bathroom walls and ceilings and any wet areas. All gypsum Carbon Monoxide alarms and detectors shall receive their primary poweir Metal ducts shall be supported by 1/2" with 18 gage metol straps or 12 gage Where heat-producing devices are listed for lesser clearances, Enclosed attics and enclosed rafter spaces formed where ceilings are applied direct) r e. Plates shall not be less than 2 x nominal thickness. P 9 PP Y board shall receive one coat of tape and four coats of spackle minimum from the building wiring, where such wiring is served from a commercial galvanized wire at intervals not exceeding 10 feet or other approved methods. combustible insulation complying with the listing requirements shall be to the undersice of roof rafters shall have cross ventilation for each se erste space using 'Pro-Form Brand XP Read Mix Joint Compound. All walls ceilings, and source and all Nonmetallic ducts shall be supported in accordance with the manufacturer's f. Notching: Any stud in an exterior wall or bearing partition shall be separated in accordance with the conditions stipulated in the listing. P P 9 Y P " 9 h be equipped with a battery backup system that Requirements by ventilating cpenings protected against the entrance or rain or snow. Ventilating ledges to receive the or stone shall be set on 1/2 cement board. automatically provides power from one or more batteries when primary installation instructions. permitted to be cut or notched to a depth not exceeding 25 percent its power is interrupted. Wiring shall be permanent and without a openings shall be provided with corrosion-resistant wire mesh, with 1/8 minimum to width. Studs in nonbearing partitions shall be permitted to be notched to " Garage Walls&Ceilings: Duct Sepration 1/4 maximum openings. disconnecting switch other than those required for over current protection. a depth not to exceed 40 percent of a single stud width. Refer to details „ Ducts shall be installed with at least 4" separation from the earth except where for excessive notching studs. ATTIC ACCESS Provide one layer of 5/8 type-x gypsum wall board to all walls and ceilings they meet the requirements for underground duct systems. Minimum Area: of all garages and room enclosing heat producing equipment. Provide one Listings. Sheet Number : g. Drilling:Any stud shall be permitted to be bored or drilled, provided An attic access shall be provided for any attic areas that exceed 30 square feet The total net free ventilatingarea shall not be less than 1 per 150 of the area of layer of 1/2" type-x gypsum wall board at all interior house walls common that the diameter of the resulting hole is not more than 60 percent and have a vertical height of 30 or more. The rough framed opening shall not P Carbon monoxide alarms shall be listed in accordance with UL 2034. Ducts located in garages and ducts penetrating the walls or ceilings se eratin the 9 P „ 9 9 P 9 to garages. Tape and 3 coats spackle for a level 3 finish. 9 9 P 9 9 P 9 the space venflated. of the stud width, the edge of the hole is not more than 5/8 inch to be less than 22 x30 and shall be located in a hallway or other readily accessible111. dwelling from the garage shall be constructed of a minimim No. 26 gage sheet Typical(all other spaces): Combination Alarms. the edge of the stud, and the hole is not located in the same section location. A 30 minimum obstructed headroom in the attic space shall be provided metal or other approved material and shall not have opening into garage. Vent Clearance: Combination carbon monoxide/smoke alarms shall be an acceptable k� w as a cut or notch. Studs located in exterior walls or bearing partitions at some point above the access opening. „ above. All gypsum board shall receive one coat of tape and four coats Provide 1/2 gypsum board to all walls & ceilings not otherwise noted Where eave or orrice vents are installed, insulation a minimum of a 1 space shall be alternative to carbon monoxide alarms. Combination carbon monoxide/ drilled over 40 percent and up to 60 percent shall be doubled with not more than two successive doubled studs bored. Refer to details for provided between the insulation and the roof sheathing at the location of the vent. of spackle minimum for a level 4 finish. smoke alarms shall be listed in accordance with UL 2034 and UL 217. excessive drilling of studs. Notes INSULATION SCHEDULE (thermal envelope) House Component R Value Insulation Insulation Moisture Air Barrier 13.Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Exception: A duct air leakage test shall not be required where ducts and p ( ) Thickness Type Barrier Sealing Detail Remarks g• Attic and Crawl Space Acces s Hatches and Doors. Access doors from P 9 q ENERGY/ CONSERVATION conditioned spaces to unconditioned spaces such as attics and crawl spaces provide combustion air to open combustion fuel-buming appliances,the appliances air handlers are located entirely within the building thermal envelope. Existing Floor system assembly existing to remain I '` Q y shall be weatherstripped and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope BUILDING THERMAL ENVELOPE A written report of the results of the test shall be signed by the party (2"x8"floor joists) unless noted oth a rwi s n �' on the surrounding surfaces.Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall e o plan 1.These tans are designed to be in accordance with the 2020 conducting the test and provided to the code official. P 9 prevents damaging or compressing the insulation.A wood-framed or be sealed and insulated in accordance with the envelope requirements of Table N New Floor system assembly R-30c 8 Fiberglass Residential Code of NYS and the 2020 Energy Conservation equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls,floors and ceilings shall meet a minimum of the 19. Building framing cavities shall not be used as ducts or plenums. O for additions(2"x8"floor joists) Batts A Construction Code of NYS for a climate zone of 4A. insulation is installed,the purpose of which is to prevent the loose-fill basement wall R-value requirement.The door into the room shall be fully gasketed 2.The interior design temperatures used for heating and cooling load from spilling into the living space when the attic access is opened, and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105'F 0 New Floor system assembly R-35 5' Closed Cell E M i c, calculg P g provide a permanent means of maintaining the installed R-Value of the N1103.The combustion air duct shall be insulated where it passes through or below 55'F with a minimum of R-3 insulation. LL for garage conversion 7 per 1" Spray Foam of 75*atfor shall be a maximum of 72'F for heating and a minimum loose-fill insulation. the conditioned space to a minimum of R-8. of 75°F for cooling. P 21.Mechanical Ventilation. The building shall be provided with ventilation that meets the 1 0 Air Leakage. The buildingthermal envelope shall be constructed to limit requirements of Section M 1507 of this code or the International Mechanical Code, P 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope 3.All materials, systems and equipment shall be installed in accordance with as applicable, or wth other approved means of ventilation. Outdoor air intakes and air leakage.The sealing methods between dissimilar materials shall allow shall be sealed to limit air leakage between conditioned and unconditioned spaces.All Arch itect the manufacturer's instructions and the 2020 Residential Code of NYS exhausts shall have automatic or gravity dampers that close when the ventilation for differential expansion and contraction. Refer to the air barrier and recessed luminaires shall be IC-rated and labeled having an air leakage rate not and the 2020 Energy Conservation Construction Code of NYS. insulation installation schedule. system is not operating. more than 2.0 cfm when tested in accordance with ASTM E 283 ata 1.57 psf Existing Exterior existing to rem a i n 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk Walls(2"x4") unless noted otherwise on plan 21 MainStreet Stony Brook NY 11790 and posted on a wall in the space where the furnace is located, 22.Equipment Sizing. Heating and cooling equipment shall be sized in accordance with p P between the housing and the interior wall or ceiling covering. New Exterior t R-19.5 Closed Cell a utility room or an approved location inside the building. 11.Testing. The building or dwelling unit shall be tested and verified as having with ACCA Manual S based on building loads calculated in accordance with ACCA 3 Where located on an electrical panel,the certificate shall not an air leakage rate of not exceeding three air changes per hour.Testing shall Manual J or other approved heating and cooling calculation methodologies. New or N Walls(2'x4") 6.5 per inch Spray Foam phone. 631 686-6585 15.Programmable thermostat. The thermostat controlling the rima heating or cooling replacement heating and cooling equipment shall have an efficiency rating equal to space around exterior window/ fax. 631 686-6786 cover or obstruct the visibility of the circuit directory label, service be conducted in accordance Res-Net/ICC 3801 with ASTM E 779 or ASTM 9 primary 9 9 P 9 9Y 9 q p disconnect label or other required labels.The certificate shall list the E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required system of the dwelling unit shall be capable of controlling the heating and cooling or greater than the minimum required by federal law for the geographic location doorjambs required email. MMacrina@MMArchitectAIA.com by the code official,testing shall be conducted by an approved third party.A system on a daily schedule to maintain different temperatures set points at different where the equipment is installed. web. MMArchitectAIA.com predominant R-values of insulation installed in or on ceiling/roof,walls Over exterior wall plate t R-32 Varies Closed Cell Insulation to be Quick-Shield 112 or approved written report of the results of the test shall be signed by the party conducting times of the day.This thermostat shall include the capability to set back or 6.5 per inch Spray CSD These plans are an instrument of service and are foundation(slab, basement wall, crawl space wall and/or floor)and ducts p pay Foam equal with DC-315 thermal barrier coating Manual J&S is required for any new or replaced heating or cooling equipment outside conditioned spaces; U-factors for fenestration and the solar heat the test and provided to the code official.Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55°F or up the exclusive property of the architect. gain coefficient(SHGC)of ; U-fa fenestration,and the results from any required after creation of all penetrations of the building thermal envelope. to 85 F.The thermostat shall initially be programmed by the manufacturer with a Infringements of the concepts and design ideas Existing Flat Ceiling existing to remain presented on these drawings shall be prosecuted heating temperature set point no higher than 70'F and a cooling temperature set to the fullest extent of the law. Copyright 2020: duct system and building envelope air leakage testing done on the point no lower than 78'F. 23. Lighting. Not less than 75 percent of the lamps in permanently installed lighting N (2 x8 ceiling joists) unless noted otherwise on plan Michael Macrina Architect, pc. All rights reserved, building.Where there is more than one value for each component,the During Testing: p fixtures shall be high-efficacy lamps or not less than 75 percent of the no part of the plans may be reproduced without New Flat Ceiling 5-1/2" no the expressed written consent of the architect. certificate shall list the value covering the largest area.The certificate 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not permanently installed lighting fixtures shall contain only high-efficacy lamps. 2"x8"ceiling joists) R-21 required C shall list the types and efficiencies of heating, cooling and service water sealed, beyond the intended weatherstripping or other infiltration control measures. 16•Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a C ( 91 ) Batts minimum of R-8. Exception:Low-voltage lighting. - New Vaulted Ceiling Fiberglass heating equpiment. Where a gas-fired unvented room heater, electric 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall ., R-21 5-1/2 g required D furnace,or baseboard electric heater is installed in the residence,the be closed, but not sealed beyond intended infiltration control measures. (2"x8"R•R.) Batts Drawing Status Y 17.Duct Sealing. All ducts, air handlers and filter boxes shall be sealed.Joints and New Vaulted Ceiling certificate shall list"gas-fired unvented room heater", "electric furnace"or 3. Interiror doors, if installed at the time of the test, shall be open. U g ,, Fiberglass P seams shall be made substantially airtight by means of fastners,welds,tapes, �� �� R-30 9 required C D "baseboard electric heater", as appropriate.An efficiency shall not be Recommended Testing Agency: (2 x10 R. Batts listed for gas-fired unvented room beaters, electric furnaces or electric 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics,gasketing or other approved closure systems. Garage Ceiling (2"x10 ) R-30 9" Fiberglass " shall be closed and sealed. baseboard heaters. Integrity Home Energy Assessments: (631)325-4006 B 5. Heating and cooling systems, if installed at the time of the test, shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the Batts 7, Insulation and Fenestration Requirement by Component. turned off. following methods: o � Refer to insulation schedule. 6. Supply and return registers, if installed at the time of the test, shall be 1. Rough-in test:Total leakage shall be measured with a pressure differential of Window/ Door Type (U) Factor S.H.G.C. Remarks Issued 8. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall fully open. 0.1 inch w.g.across the system, including the manufacturer's air handler I- Construction be installed adjacent to soffit and eave vents. Baffles shall maintain an enclosure if installed at the time of the test.All registers shall be taped or 0 Double Hung Windows 12.Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers otherwise sealed Burin the test. 0 0.30 0.30 opening equal or greater than the.size of the vent. The baffle shall 9 or doors, and outdoor combustion air.Where using tight-fitting doors on extend over the top of the attic insulation.The baffle shall be permitted 2. Postconstruction test:Total leakage shall be measured with a pressure differential 1) Casement Windows to be an solid material. factory-built fireplaces listed and labeled in accordance with UL 127,the g p 0.30 0.30 y doors shall be tested and listed for the fireplace.Where using tight-fitting of 0.1 inch w.g. across the entire system, including the manufacturer's air � doors on masonry fireplaces,the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. 0 Awning Windows 0.30 0.30 accordance with UL 907. 0Hinged Doors 0.30 0.30 C Dates CSliding Doors 0.30 0.30 2/8/21 Issued for Construction TYPICAL INSULATION DETAILS Skylights N/A N/A 2/9/21 Rev. Exterior Wall Insulation 5/14/21 Issued for Construction Notes: 8/19/21 Issued for Construction If Air Barrier Sealing is required, refer to air barrier& installation schedule below. typical exterior wall E typical siding insulation (see insulation schedule) ,r - See Typical Insulation Details, same sheet plywood Garage sheathing typical siding Attic Air Barrier and Insulation Installation Schedule Table N1102.4.1.1 (402.4.1.1) first floor - )lea sheathinComponent Air Barrier Criteria Insulation Instaflation Criteria i 9 A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a No. Date Description pair barrier caulking sealing material. air barrier caulking General Requirements The exterior thermal envelope contains a continuous air barrier. Project Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall beVA I Proposed the insulation and any gaps in the air barrier sealed. aligned with air barrier. typical floorical floor tyP Ceiling/Attic insulation Addition a n d insulation Access openings, drop down stairs or knee wall doors to (see insulation sch.) (see insulation sch.) � air barrier caulking unconditioned attic spaces shall be sealed. grade Garage � typical exterior wall The junction of the foundation sill plate shall Cavities within corners and headers of frame walls shall be Renovation insulation be sealed. insulated by completely filling the cavity with a material) having (see insulation schedule) The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. � Walls exterior walls shall be sealed. For Typical Addition Floor Garage Ceiling Exterior thermal envelope insulation for framed walls shall be Knee walls shall be sealed. installed in substantial contact and continuous alignment with Insulation Detail � . Insulation Detail The junction of every stud,top plate&shoe plate to exterior sheathing the air barrier.shall be continuously sealed . AA Frank & Windows, skylights The space between window/door jambs and framing, and 1 -1/2" = 1 '-O'• and doors skylights and framing shall be sealed. IN Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Jennifer The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain Lupinacci Floors exposed edge of insulation. permanent contact with the underside of subfloor deckling,or including above garage and floor framing cavity insulation shall be permitted to be in contact ow with the to side of sheathing, or continuous insulation installed \`\\ cantilevered floors P 9. 5920 Indian Neck Lane \ \\\\ on the underside of floor framing; and extends from the bottom to Peconic NY baffle between rafters to provide the top of all perimeter floor framing members. \ ���. a min. of 1"of ventilation, baffle between rafters to provide Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation /?OW a min. of 1"of ventilation typical garage Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction `\\` conversion insulation overlapping joints taped. space walls. (see insulation schedule) closed cell sprayDuct shafts, utility penetrations, and flue shafts opening Town of Southold new sleepers typical exterior wall Shafts, penetrations to exterior or unconditioned space shall be sealed. � see insulation schedule foam insulation ( y \\\ � over top of plate , insulation Batts in narrow cavities shall be cut to fit,or narrow typical flat ceilingclosed cell spray ' Narrow Cavities cavities shall be filled by insulation that on insulation foam insulation :: .<?. installation readily conforms to the available cavity (see insulation schedule) over top of plate '>;:rs space. Drawn By: air barrier caulkingAir sealing shall be provided between the garage M.P. `^;:;:;�; ;,r , .'. � :;,t;:;,, Garage Separation typical vaulted ceiling z:.<°:..';>.;; and conditioned spaces. rfi ':,;: ;'r<:r;<;.;: :'':.<'>. < , Checked By: insulation ..;:�,. _.�., :f..:,., fireblocking ' '' z 1..:`:'..: ': . :'.'. Recessed light fixtures installed in the building I .. � (see insulation schedule) � � ;:,:"'���<'-���" g t g Recessed light fixtures installed in the building thermal typical flat ceiling :`..'. ' thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. YP 9 Recessed lighting M.A.M. i insulation (see nsuon sc ilatihedule ) Batt insulation shall be cut neatly to fit around wiring and plumbing Job No. a a S o � 2 s fl ; .,:;.,.:;.;.,,:'. Plumbing and wiring in exterior walls, or insulation that on installation readily conforms 2052 O wiring. F td��J to available space shall extend behind pipingand The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and Sheet Title Shower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. \OL continuously vented soffit :'' " Electrical/phone box on The air barrier shall be installed behind electrical or communication E n e rgoteS existing slab exterior walls boxes or air-sealed boxes shall be installed. typical exterior wall tYP typical siding typical y g. HVAC register boots that penetrate building thermal envelope - Insulation Sc h. insulation exterior wall continuous) vented soffit HVAC register boots (see insulation schedule) insulation shall be sealed to the subfloor or drywall. (see insulation schedule)sheathing When required to be sealed, concealed fire sprinklers shall only be typical siding Insulation Deta•IS sealed in a manner that is recommended by the manufacturer. '' '' Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Typical ,Addition Flat Ceiling Insulation Typical Addition Vaulted Ceiling Insulation Typical Addition Floor Sheet Number : ' 1 11 & Baffle Detail at Rafter Splay & Baffle Detail at Rafter Splay Sleeper Insulation Detail 1 O 1-1/2" = 1 '-0- 2 existing A/C unit 1 ' to remain - - - - - - ( proposed ...{�• � e," e/` `'`4. _ `, bilco I " door existingtile flooring to I proposed I I I be reoved down landing #1 , 1 1 ex.wall mounted electric j Q ' '1 to sub floor ;- -- --- - --- -- --- - -- --- -- ---- - ---- c c� I KA i � Ei I ia ______==_=_ ____-______ _____=====s1=====______ ______=====1t_====-====1 ------ - -- / \ - ---- ------ consult be they: ng - - r----------��---------- r-------_-_z�r===-==__-_, �--. - _ heater to reuse in I 1 - - - ---- - ----- ------ - - ---- - r--- - - -------- ----- - Stora o Existing .'- �-- ------ ------- -- -_---- ----- 1111. I I I 1 I ' ' window#1 window#2 �J ; ; ; 1 \ J / new garage �e 1 I i ; „ ,; existing the flooring to ;;;; ;; / I A� ro sed NA A be removed down ii ,, - - - - - a_ ition/#1 - - - - - - - - - __________ i (� "" r={ existing flush beam to remain I i to sub floor rI ; , - _-- ,;' ;l ---- ---y; f I I N I _/�_TZz _ - ��� _ �� I� llfl� ---- — — i� — — — — — r assumed / \rc tE:� ct A Existing ��� __ Exlsting' 1 1 , 1 11 - --� eX post I I I 1 1 -�--- � ; ;� 1 i r 1 i i ' ______ 1 ____ I 11 �tl g I I t�Ig. _I r ____________ ____________ 1 1L�,✓�1� 1,9 , 1 li �,I 1 11 1 1 I ` ,-----------------------------------------------J L'- 5 , ;,Bathrm.? rt----------- d -------- 1 Bedroom - ------ -------------------� -------- ------------------------------------------ 21 Main Street Ston Brook NY 11790 11111 ,�- Exi •n B #3 � A D , I I existing wood Y 1, ` �I 1 \ ' ; 1 1 1 1 Bedroom #2 existing --'-- # ,, I ---- H t n g 1 1Llll C I I floor to remain ex. steel column I D ; I I. - existing wood i E t H �� A ----- ' ' teme.su o ort Existing phone. 631 686-6585 ' Existing E�clsting ; ; f---------__1 V-, , \ti I' , r,- �yi I floor to remain ; i i i j ex.flush beam 'I Alternate #1 fax. 631 686-6786 1 I , i___-________- _ -- _�_ ; ,_rr , ; t$'_1" ; , , , X _� until new post S In ' Contractor to provide client with Bedroom #1 I ,l•C, A ; 1--__- ° ` ; 1 ; ; ; r 1 H email. MMacrina MMArchitectAIA.com Two Car xrsting Clg• remove and relocate is Installed ;; ; optional cost to remove existing �° ----�- -----F------? ' ' O " ' web. MMArchitectAlA.com existingwood boiler flue Existin Garage Bathrm. ' ' g g �_ garage slab and excavate dovVn to --I- ---1�. ; ; 1 , , existin 1 1 I I floor to remain i ; ; 1 m_ m existing concrete slab I , ; �, I t , I I 1 1 1 1 �� � ' \ 1 I , I ; ❑ 1 1 ;;-- Room ; {� These plans are an instrument of service and are L-----------J ; ,r--?-_ ; ; Dining foots g for n crawl space and pour X I2` existing ; lJ ' ; ' '; A n to remain he exclusive property of the architect. I g t l 14�- =;. 1 �1 Al P P y vaulted clg. ; c ,-' ; ; ; ••1 " N ,; Irl , ;; ; ; ;1 -- _-, H existing wood , new 2 screed coat Infringements of the concepts and design ideas ------ 1 11 p 11 l�� `, V , I 1 11 ' 1 111—/-.\�1.■ ; ;-- - ` ,\ I I , ------------------------------ 1'1-,_ . , , , , , I' � N1 i i ' , /� ■ 1 � r floor to remain ; ; ;; � resented on these drawings shall be prosecuted 1114-----_dd., 1 P \, ' - - - I 1 I I 11 I 1 1 II I 1 1 11 ,� i��, 1 , to the fullest extent of the law. Copyright 2020: 7777_III7.7_ �LLZll fTTTZZI_IZIIL71%�_7;T7 _�/////�IZ1�111"�///// t _ _ _ _ _H; Michael M�c{h a Architect, c. All rights reserved, t8-1" P = L v, rI� f existing I the expressed written consent of the architect. ' _ r , fIfLT_T_ _ _ no par o e plans may be reproduced without ------------- A 11 a g A Hall ; ; H ";' existing wood L A ; e represents proposed Vi lD L R j A floor to remain ex existing wood see - "`- walls see floor Ian for ! i I - - - - - _ _ - - - �-_-_---_--- -- ------ m closet- - - - - - - --- . nd a ost to ( p ( Drawing Status existing ridge beam to remain t=====______= floor to remain plan H t g p H I room dimensions) --------- --------- ----------------------------------------------------------------------------- - moved temp. I 1 1 ;; - -_- - -- -_- -- ---- ------_-- -- -------- ----------------------—----- llll �f � r_ - - - -h' ` ' - - ��rlr�llr�zll/11 1_ll� ex. post I be re I I I support i ; ;; ;; ; ; until new flush clg. I existing steel existing steel existing attic I „ j hdr, is installed col.to remain col.to remain stair to remain I existing u _ I pset flush beam to be removed --------- i =____ __ __ __ �____ � - - _____________i 1 Exlsting ; ; ------ ---- -temporarily support structure above t------ i Foyer 1 prior to removal NOTE: I ! Issued o h I —� Cut back existing C.J. Existing air handler I NOTE: existing wood ; ; ; 1, ( i g . floor to remain ; ; EXlsting , ;, __________ to new wall for a vaulted „ ;I proposed I ■ I I I I I 1 1 I II II I I a I Cut back existing C.J. ; ; Bilin in new bedroom. o ' Construdion in attic to remain g I Ipat for new vaulted cl F__ __ - - -g � � ; ; Kitchen _______� c g e m I on grade I t====;-------I (see structural plan an I m foyer.(see I I LJ existing wood , Den structural plan and ; ; S ; �_________ section D sht. A5.2) -- I I floor to remain r po el I I section IF'sht.A5.2) 1 ; 'atio#1 \1 existing tile flooring to I I on fade ; Q be removed down A -_ NOTE r---------; F, ' I p I I I I 1 -------- 1 ' I 1 , 1 Cut back existin C.J. I � � ' ' � 1 1 11.------_-_-_-,, ;_ ; I 1 1 1 I I I I to sub floor Door#1 , ; 'I to existing wall for new I I H I I I I existing i R--_ ;` ' ' I L___________J '� vaulted clg. taller ceiling. (see ExistingI - C A I structural plan and \7 F=====--------= m ------------ I I I I 11 1 1 I Living °' � '", ; ;'/ I' � ' �`------------;' ' I d Dates 1 I 1 1 to Q 1 1 I 11 I L�=_� i , __-- section B sht. A5.1) I Room A =====_____-_ _==_==_====-= L--- - - - -- 2/8/21 I I I II ----- ------- '�, I� 2/8/21 Issued for Construction existing wood ; I I -- -- ------- I 2!9/21 Rev. Exterior Wall Insulation j I floor to remain G ! ' 5/14/21 Issued for Construction d ' existing 1 1 i_ 1 r , ____ ______ ___ 1 , __2Y__.- , _ fireplace I 1L ----- --'? -__-====�Tr-'--'--- --------7TC-_''''-- _____ ===TC-------- ---------- t0 remain ----''-'---- 1 ,L__.___ _STC________ ir = sic � _ Issued orConstruction proposed addition#2 I1 proposed 1 I proposed I addition I landing ' #3 1 #3 ' - -T- _--- - - - - - , L - _ - _ _ _ No. Date Description I Project I , --�--- - - - - - - - - - --1-- - - Proposed - 1 aproposed I First Floor Demo Plan Addition and 1 garage addition I - - -- -- - - - plan north General Demolition Notes Drawing Reference Notes Renovation 1. Demolition work shall be done in strict conformance with local, state and existing window/door/skylight to be federal regulations, including all permits and utility cut-offs. A removed For 2. The Contractor shall at all times provide protection against weather existing window/door to be removed and existing skylight (rain, wind, storms, frost or heat) so as to maintain all work, materials relocated (see plan) gequipment and fixtures free from damages. Repair any damage to C remove existing kitchen cabinets Frank & to remain tmY i existing property of the Owner/Client which is to remain in use, or that of any and appliances N j ' exhaust vent person, or persons on or off the site caused by the demolition work j to be removed without additional expense to the owner. � remove existing plumbing fixtures existingand relocated p g p g Jennifer 3. Provide all necessary temporary supports as may be required to shore all chimney y p y pp y q � remove existingwashing machine/dryer er ■ N E g Lupinacci S to remain existing structures prior to the installation of new structural elements F— N existingNand be chimnerefaced ed N required by the demolition work shown hereon. to remain ' ' 4 ir � existing electrical panels and generator ATS to remain and be -" "' "` Any and all conditions not shown hereon and uncovered in the field shall be refaced - --- --- --- - __- __ = attention of the Architect immediat y prior to a action eek Lane 1�__- _'1 ��-- -- -- Ir-_�,';�_- brought to the el r' any 5920 Indian N I I � I$; :y�` ;u ; � G remove existing framed walls as shown involving some. 1E see floor plans) Peconie NY ipl f;;l I III• I,il JII I 1 i4 11 II ill L 1 I Y � 'l11 1'X 'j II 11 ( 1 , I I I I III I 1111 I 4 1 1 I 14i /11 I�' I I.► IXI �I INI Ili I I 1 I 1 T 7 1 M A A IL ' -� - A ., A i'r- - `- --- J `-'-- T T 5. All existing elements to remain, shall be protected during demolition. 1 --P �X.• 'f T4 "4TlF,A�lflr0-1 rr fifi-�--Ir1fIF 4l ' I 141 �; i„pi Id 111 ' 'N Ti fll IA I, �I 'L_ 'n J , 11 I r I .-� II ITI „M1`l 11 pill IMn 11 111,Y pN INII til II' �I I Int 111 ;II 111 I Xu 1,. _ _ __ _ _ _ _ _ _ __ - _ _71 ” ' N 111 111111 �� �l _ , ' _ � P existing ceiling joists to remain 'IA IIIAI Jc�}ip'I tl/ IIII A'N'ill 411MY11411pp 11' 'EI___'1i i11==''� ''I,-=-�1 N, 1� �I - , 1 Jurisdiction : 6. All existing ductwork, electrical equipment, etc. in areas to be demolished -�- - --�-' _ _ _ - - - -- - - -- - -- - - -- - -- - - - shall be protected and relocated as required according to field conditions. T L2Jexisting roof rafters to remain 7. Provide dust-tight partitions between areas where demolition existing landing/deck/deck to be removed completelyTown of Southold fill in existing vents ex.vent work is being performed and areas which are finished or in use. J� g g as required for new J to remain J J including foundation and footing below grade Suffolk County addition (see fnd. plan) �K remove crawl space access panel Demo Right Side Elevation Specific Demolition Notes Q remove existing load bearing wall Drawn By: , • �� Demo Front Elevation 1/4" = 1 '-O" priory to removalport structure above M.P. .. ._ .. 1/4 = 1 O 1. Remove all existingbaseboard throughout entire home. g � existing siding and sheathing to be removed down IVI Checked By: r a 2. Existing drywall to remain on all existing walls and ceilings, down to studs to prepare for new addition existing exhaust vent 3. Existing wood flooring to remain. M.A.M. N existing roofing to be removed down to sheathing wy •' to be removed existing - 4. Existing insulation to remain unless in areas where required. and relocated Job No. 0 6 0 exhaust vent 2� to be removed i i existing vanity to be removed and relocated 2052 04 1 and relocated I existing to new bathroom. (see floor plan) • td-. chimney Sheet Title : t mmomm to remain N N and be Legend P� existing garage door track and opener to be removed refaced t� T ExistingTo Be Removed --------------- skylightDemo o H or Plans __ I I I, ji �„- 1, ___�; 1; a • --------------- existingtoremam 'n Existing Walls to Remain remove existing dropped header p - ; ;1 � --- ",,'--- rj h A ,II � I g I,g � g PP - Demo Elevations �I A ii i.1 L _ ; I n; - - T �-------- load - - - - - T l 3 _�' ; J L__TY y� _�J s 7-.T1�VT �T A u' T - f l ? R �� N T ^T, r 0 TAAIT� FIT AAl -- Existing bearing N I; N: S remove existing roof rafters to prepare for new ISI 1„ �JCII Ipl pY I 44 - P'p4A' Itl NY4 1 I IA 411 `, 1 I e11011 X '.'�A 1111 1 NIIA i ,i AI Ip I11p1AI I !In Y I window window# /1%uInLIN „ p ny p.N „ N X N pN,1 1 X 11111 g111i „11YpnN11,11; Al' wall to be removed pL IFFI n 1pp111 1 up 11111 11tli •1111 11 4n� reverse gable _ '.,' - � =�><4 = _-.;, --_ (temporarily support structure aboveprior to removal) T existing siding to remain J ex. vent existing ex.vent ex.vent Area to be removed Sheet Number to remain A/C unit to remain to remain X> Area of new addition r- Demo Rear Elevation Demo Left Side Elevation L_____J 1/4" = 1 '-O" 1/4" = 1 '-O" contractor to maintain A B a 36"x36"clear floor D A5.1 A5.1 space in front of panels A5.2 ±92'-11" ±68'-7" ±24'-4" " „ 3„ 3a " „ 1„ a „ „ a „ a „ 9-3 9-3 3 -104 3-104 2-0 1 2-0 t5-11� t9-OZ 5-10 6-6 4-6 4-6 t4-0 — ±10-52 �. equal equal equal equal of post 2"thick random P of post of post pattern bluestone and bedrm. of windows, of windows of window of window pavers over of doors new bilco door and office and tub p ncresize C pack-out wall ' " `� ° kitchen and and bothrm. coby others b and foyer for crawl space ical stud for plumbing NA island Alternate #2 access pocket new see HVAC __ I I CXW15 CXW15 hose bib C ,� notes, same ------- - -; __ -new-_ CXW135 CXW135 p•9 p.glass �1 sheet r tem glass.,,F,,tem la _landing#1_- new 2"x4" _ ex.A/C -- ------ _ h itoct - tyica)stud typical stud stove exhaust �(�u�_ � - �- Dow -- -- -- -- fat 16d Call \ / w ao � = 9' 0" 320 ±951"\ 62" _. 6" rC pocket ocket -- -- - Align Wall - new ------ - - g 15 - with ex. co U 3 +I Cal stud through roof 5 +1 .-«� d (cal stud f, hose bib g CW14 egress CXW15 XW W1 BI typ o seat 21 Main Street Ston Brook NY 11790 CXW135 -- CXW135 JCXW135 temp. glass temp. lass egress _� Relocat d boor#1 - egr ss egress - _ ne. 631 686-6585 2 ±11 2 6" •`•xl -� -- - 1 - -- - _-- --_- -- _ _ J I I I I, _ 28"x80" patch ex. New o �' 'o - I 1 sink ;d.w.11 N G saddle P I >= 5 - -,- -- -- ---- adjust base N2W NeW window 1 Den +I o Co �sr, , -0 _ New P. I NeW 1 - 1 �+ o° paxo 631686-6786 1 1 ° athrm.° ! t (cal stud ah n X I . a _________ ______. _ __ o opening a, -- ------ oathrm. #� 5y - 24"x80' email. MMacrina@MMArchitectAlA.com -- - ---- - cabinet depth to -- - ---------- - ---- --i i I I 1 -, i #4 0l _ �r pocket floor ex.. ; o� - , -°' EF o, Toilet - - - -- cleardoor trim yp g = W.I.C.11V.I.C. #1 .=� Bedroom ID P „ M._ EP ±8 1 The Floor \ml Roo o existing post to web. MMArchitectAIA.com - - ±18 6 Ile Floor I CI a #4 ±12-4 ¢ x' O remalnlocate --Z. - -i I I 1 = ° I ex.i +1 3 �*t _- - -- - ex.Vi (ted Clg. 1 1 ao addition I match ex. " - 1 „ --- ---- - ;? window tight These plans are an instrument of service and are -- ---- linen t8'-1' ( ) ATS 2 3 I- I 1 I r �''% �, CI e �'� existing = ,-� 00 0 t5' 5 EF o to posts the exlusive property of the architect. ewstin I patch wood I I a>o -- n ___________ l' Co -v Infringements of the concepts and design ideas -__i_. - g I I flooring I I = o c I d'osl LGJ N g M me,^�/� ceiling fan i1' ���_���� �+ x __ _ _ ° °c resented on these drawings shall be 9osecuted 1 I �' I� in center of New �'���~to Ibe located -- - _ e 1. to be - E 0 - P 9 P "N = I I I I EF 9 cl I' �-xv existin // // \\ to be located / \ 9 0 ` 3 to the fullest extent of the law. Copyright 2020: }_ -- oo , I I , Lo 3 > ❑ g Ex.Wood Floor 1 �;�� determined S.D. r, I bo"'0 new 18'I n 1, i = Michael Mocrina Architect, c. All rights reserved, 1 I I v I ,,, •-x�1 in field P 9 N o I 1 I x 30"tall all r �i room Bedroom in center of �`� _ _ = no part of the plans may be reproduced without C.1 a , I c �I r linen I I I H i - D 1N c n, the expressed written consent of the architect. +I 3 1„ ��_c, ceiling fan Lo room ❑ " P ---^ New Wood Floor o in 12" i i 16" 32 to be located „ #3 o Q+ -_ __ ________ -_ - __ _ I I ±63 " ��' 5 ' 24 q> ,')"k- pack-out this wall 2 Clg, cf. I to match existing saddle o 1„ I I a 24 _ ;; + M , in center of 1„ S.D. 1 for new pocket door 1" S.D. a �r, _ New :,�, o o - - tT 2 I 36 I I „ 0 ;° ii �o y r,' `�� room 3 32 +I hold o A 3� Ex.Wood Floor existin 32„ 6 _ �N aN Drawing Status Down W.I.C. #2 5" existing i ! i i seat :; ±13'-4" 15'-0" 12'-4" �, 24" t6'-82" +I jamb 6" °.° "' +I o I island I I o ca = u' �+ 6 _ New Wood Floor o� _ I 1 ■, I I 1 o z. New Wood Floor , o cPo 30 x80' 30"x84 to match existin _ _ .-,�, ex. attic stair 24'x80 ao a._ I > ; I I � �= NeW shelves to remain to match existing ----- --- +op,, r.o_- g -- o chimney a, ; New I I --------- --- - P g I L ' I I an ry ex.wood floor 31" _ I (2)30"X80" C.M. x cased opening r------I Ali n Wall *-IN vent u through _ i I c !Kitchen'i I i " 2 ---- --------- ----- I relocated 1 g ex.floor new flooring to p r, see detail 3, . I o I I ; 1 ; _ (pocket doors HVAC duct) with ex. d match ex. S 1 ( _ fo existin steel I I I 1 - w a S.D. I ++ S.D. 1 sht.A2.2)9 3 " o a, I in ceiling I Hall 1„ 18E �,aD ,I of doors I 2 thick random s e I col.to remain i x O _ g 1 Align Wall o t8-1' 3�� t8'-1' w to-r > Ali n Wall «= _ a o ___� ii_ -- overhang_- -�-L / ---- 36i C14 "ref. 19" cw ex siting w L----- ----with_ex__J 30"x 80" ;, ne_w ope_nand ng foyer +�o ��' - with ex. �o+�' saddle M Clg. saddle -}}— stq. height sloped /��' a, -papa pattern =pre-fab gas O _ ____ -- ---_- - ceiling / oncrete slaba (jol"Istruction oI ` cn fireplace to be Bele d _ r..r_____ ,_r___ x � x hanging\ by others F1 � _ througho a P 9 P 11 existing m steen �fp C = linen ao N ° - Fxv I�eW ----- I - h installed and vented I I l� I I __________"_ _____ ________ o "� o o I rod a, per manufacturer specs city i bee-fabgasfire lace to i i TAlign col.toe a p boilerflue p �+ coat B � ii ,� Y------new ed - closet o N o rm. M 1 I Bedroom #1 sloped New o i I I vented h new I I 9 9 o sin�F �' sloped 1 I ceiling Patio #2 4 M ceiling chimney per i i up through - � c� #2 - - , �� 3 3 �.�❑ "' n telling I I o roof 31 a M S.D. ,�, " +I I New 10'-0" 1 m 0) Patio I manufacturer I I „ a ±16'-6" ±23'-7 " I 1 " 2" n 32 i tray clg. aEi 28" 24" I 2 1 52 Tile Floor I I I I ±42'-1 " �_20l 61" 84" 20� ±44J" 42" ±444 ±5'-2", 32" 6,_Oa - n I 14,-820 I U_ X I I� I I� I I q I equa equal _ _ li base I I a, existing _ _ EI I�' E I I•�' ridga beam above (see _____ _____ _ �I I o I existing = -= F==-= - I I Dates 0o i a i i s W 1 i 6 f p ) pp i i New i i i i NeW wood fl or ° > ' ° Nem/ cabinets I i Down 1 - n 0 >, a� with wood trim to match I - - Laundry I - 6l 1 1 1 I d. = r00 Ian ti be ea e I , Great I I CII cl _ ` I Fo Foyer F ; Laund o 1---------------- l 0, = 2/8/21 Issued for Construction N = w - automatic , � ►�I� New 1 u of i New Wood Floor o i i 1 decorative beams i sin I ht I A5.z I skyl ght new I a,I I �; I —� = AS.z , , EF fZ00n1 H ;w shut-off ,� New Wood Floor `� ; _ '�' 2/9/21 Rev. Exterior Wall Insulation = Patio #� I I I I O> I Ira '� I skylight 1 I I n I I as I , existin a, to match existing a, I above i Room I above 1 01 1-0¢ x I Vaulted Clg. �IN , ° o g N • _ ^ -- - i valve to match existin ` CL y g ial 1 9 i i" i i i i i i i N 1 ���, SIN The Floor 1 �, ��\ - 5/14/21 Issued for Construction Isk li h9 i >I L_ _ o new 1 ii ceilin fan , I _ - o Ex.Wood Floor °� °' i g _. l- - r / L �`� �- - - existln M 9U_ 8/19/21 Issued for Construction 2"thick randomJ L bove a i i� a i is, align ceiling L_ ___J L ---J i i`" I 9 +I to be located c,' �,� J as ' sloped " ±27 i I Down 1 I� a I I° I I I wood floor dry wall cabinets pattern bluestone 5., I 1 ex.Vaulted Clg. I I New Vaulted Clg, i 1 I in center of C15 shelves I , ceiling �\ pavers over existing o concrete slab I I I I align new skylights i i room C1 1" NIN o b others c I 1 i 1 with existing I New g' I �+ �� / � I \ -- --- >� - C15 CXW15 CXW15 y �' ! set new window tight i i I existing in `ti i. cl. vent er m to exi9tirlg rough I I typical Z i Bedroom +I 310 ;; to exterior = openiq amb 1 1 192" new P #2 2 new 36"x84" 8'45" hose o ±11'-52" °o / "24" patch ex. ±17" I I ±18'-9Z I I r o bib hose Q _KN I align 32" `�� WOLD) bib window +i I I I cased --exisfng- I flooropening -- E �, a a- CW151 i NeW i align opening t reema n CX1 CX15 = CXW15 CXW15 1 4 " egress egress o - -T--cam o� v c a, tem i.l " 5 MUdrOOCYI 36' tall floor saddle Co� ±44" 0 14 " 32" , I „ 32" 14 " 32" o '0 E 0 N a P1 1 D (The Floor h code to 32 `" " '? 32 "' _ E "' 8 5 �" typical stud temp. glass E r7 No. Date Description 1,11 25 2 L 2 3 pocket " I a L a a v . A5.211 A5.2 124 6'-2 " 42 24 70� U M 31„ I E-series- - -1 ----- I ; � Project 1 - 3 of post and - AFD1608PAL� Down_--_�_ ! K' patch ex. _ t8-1 o s neIpSP5 „ window ❑ ;j o --- .-tea Ctg. AS., c skylight g - opening Proposed KN A New ao M;; a, ptem L5 C o-- -- -Imo- v 'to A5.1 rn _ --- --------- -- „ match ex. "' 6,-0„ A5.1 = 42 " 422" --- -- -- - ---------- o �_ 3 . . Bathrm #3 + � �--IN - _ ¢ 15 rn--- -- _ -I 1 anding#3 T - Addition and _ _ -_____ 1 31-6" 9, 6„ m . . 47 - _ = - new -- o -- - -- o,, o o r ---------- `__ `� 2" all 19" a --landin' #2 1 _ 3 t o u� of door EF - - -M oa c 'r-0- -�9 o ---- - - - wall = o Renovation E-series i cclf: fo ( N -------- ------ -------- --- -- .. = o H - - N r AFD13070AR o W Q a'f _ ----------------- ------------ --------------- ---- ,� m step panel SP5 :�' ------ - p bn.�' ,,;`' N temp. gl. i. -_I - rzr� 77 2"thick random For pattern bluestone new •-IPI •-Ic�1 " -`--` - —104/ I step 2"thick random avers over hose bib 12'-8 " M 3'-3 " 5M 2" 3 " T 3r 6'r - n14'-51" 6 pattern bluestone concrete slab 2 2 __ ___ 2 A2.2 pavers over by others 1100 I concrete slab Frank & �_9R��9- -a new 30"x80"344 hr, by others fire rafter door with self steps above --�I _-_--_ _i closer to be selected o (see sheet A2.2 (D 0 1----------I 0 co I 1 ao for specs) �_-_-�_ J exact quantity of Liftmaster 8500 -oa I risers to be wall mount garage o, Q' Jennifer frame wall from determined infield door opener cu M,.. top of sill plate to a,-- D upinacci underside of stair a 0 M C with fireblocking a C A5.2 $ a above wall between t o 0 _ > stringers to code > � = 5920 Indian Neck Lane 0 0 0 0 0 o 0 0 0 of doors of post and window of window of window window Peconic NY a `� >>i - and foyer exterior wall and door , q Garage Drywall Note New o 0) X ( bo 6'-0" 6'-0" 6'-3 6'-3 18 " 184" ±20" ±52" 24" 24" Jurisdiction °� Install one layer of 5/8"type-x gypsum Two-Car ,. 3 wallboard to all walls and ceiling Garage in garage. Tape&3 coats spackle - 12'-0" ±12'-62" ±3'-12" ±24'-4" Town of Southold ZD (addition) Suffolk County � r „ 1" of window NOTE Window & Exterior Door note HVAC NOTE 3 32new driveway I and gable 39'-5" g by others All new windows are to be 'Andersen'400 series All newly added spaces are to utilize existing Drawn By See sheet A2.2 for floor plan air handler. Contractor to modify existing foundation wall below A2.2 Gable Window All new exterior doors are to be Andersen E series M.P. -, �' ' ductwork to each new room. Locate one v A. cN1z legend, key notes and floor ;�, �P. stationary Exterior colors to be white register in each new room and two in Checked B A° f CXW15 CXW15 CXW15 "C 4 (black) Bedroom#1 and Great Room. Contractor to y "`' .a y�-4 M plan details. • Lo E glass ,ax install a new hot water coil for heat. Plumber M.A.M. ^ . • Insect screens to run supply and return line from existing s -� of windows and garage Proposed First Floor PIan Job No. 9 9 p Hardware color and style to be selected boiler up to existing air handler in attic. �• .� zs'v 20'-0" 20'-0" 174„ - I ,-�„ • 7/8"full divided lite grilles 2052 �r td'?tia plan north Alternate #2 40-0 Sheet Title (garage addition) FLOORING NOTE NOTE Contractor to provide client with optional cost to add a second HVAC zone to match SEPTIC SYSTEM NOTE existing 'Carrier' equipment, sized to supply First F1 r Plan A See sheet A3.0 for dimensions Great Room, Kitchen, Foyer, Mudroom and A5.1 Existing wood flooring to remain and patched New Bathroom#3. _ throughout at all removed walls and at an of landings and patios. This home has recieved approval for up to 4 g y bedrooms as per S.C.D.H.S. Permit existing tile floor areas. Sanded, stained and 8-50-144 dated 5/17/79. sealed with (2) coats of polyurethane sealer. Existing home has 3 bedrooms plus one proposed bedroom for a total of 4 bedrooms. NOTE Sheet Number : See sheet A3.2 for all structure Information. 11k2 m PLAN KEY NOTES Custom Shower with: -Custom tempered glass enclosure. New stair to be oak treads with painted poplar risers. -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over Handrail to be oak. Handrail thin set mortar over Schluter-Kerdi pre-sloped shower tray over and treads to be sanded stained thinset mortar over plywood subfloor to be installed by manufactures specs A and sealed with (2)coats of or other approved waterproof pan system polyurethane sealer (9"treads (see detail same sheet) plus nosing). Riser height to be -triple 2"x4"curb determined in field(8,V4"max. -Secure the water supply riser from the shower M i Ch riser height) valve to the shower head to the permanent structure. 40'-0" -Shower to be equipped w/pressure balance control valves. M .-a c r' n C-a -Surround to be the over 1/2"cement bd. 5$-0 30'-00 5'-0" -Shower seat 16"x16" (where shown on plans) /krch iteh ct Free Standing Bathtub: -36"x72"tub to be selected 21 Main Street Stony Brook NY 11790 (5)14"deep wood shelves to be painted -------- --------------- --------- ❑ phone. 631 686-6585 r---------- ---- - ----- helves equally + 8ft- .8-51"— space s fax. 631 686-6786 31./ 2 FD-1 (1) 14"deep shelf set 68"above finished floor email. MMacrina@MMArchitectAIA.com ----------- ---- and metal rod set 2"below shelf web. MMArchitectAIA.com 8'_1 4 44 7 ------ ---- ---- nE 84"wide x 24"deep x 36"tall vanity with 1"filler each side These plans are an instrument of service and are Plate Height ill-, of window C of w" r Wall Plate Height counter top to be selected by owner the exclusive property of the architect. and wall Infringements of the concepts and design ideas 34Y2"A.S.F. 261:02 and Oil Dormer 302"A.S.F.\, to the fullest extent of the low. Copyright 2020: tall;wall Plate Height presented on these drawings shall be prosecuted i LA---------------C12 ---- T-1 0"A.S.F Bathtub to be selected with: Michael Mocrina Architect, pc. All rights reserved, CXW15 m ---- ------- t -30"x60"tub to be selected no part of the plans may be reproduced without MN t6 P--gl-----1 0 the expressed written consent of the architect. J7177_Z�T_I177_ l_ ryyy)<x� XXNXX)" -Curtain Rod 177777777777', XX XX i------ -Secure the water supply riser from tall the shower valve to the shower head handrail 1-4 seat at EF to the permanent structure. Drawing Status 1-.: J to code 1. i_7_1 ��5 11-1--- ' -- 3 32 2 -Shower to be equipped w/ 5'-0"knee wall 6-101 6"_ 6'-1 0. 1321— 42'.— 2 9'-2- 5'-0"knee wall pressure balance control valves. New L-Al— IN Bathrm. 00 1 -Surround to be the over 1/2"cement bd. _4'-82 rn 0--4-82 — BO T-10"CI 04 48"wide x 24"deep x 36"tall vanity with 1"filler each side sloped counter top to be selected by owner JZ4 ceiling I I T C) Qn saddle 00 contract-or sh0111consult sloped Issue for +'Iith owner if.1�all/door 7Z-71 X A ?< 0 LO C) ran open railirl s preferre� 4 ceiling LO r-U-11 30"wide x 24"deep x 36"tall vanity with 1"filler each side M 19 LJ Ln il �i counter top to be selected by owner &'%struction 0 0 X LO X CX Col 1 0 111 0 - 2 C) -'01 1 1 1 1 fidge board abdvu*(see roof plan 0 CD ----——————————--————————4-1—————————--4——————————--————————- —————————----———- ——————- .41 1 36"wide x 24"deep x 36"tall vanity with 1"filler each side counter top to be selected by owner to _39,_5" I I I�Lh �'3 X C)i I I I X 0 collar Ji above 1 1 1 1 0 1 1 1 i es 41 1 1 1 - sloped (see s�r�c. plan) sloped I I _1J FLOOR PLAN LEGEND ceiling I I rceiling Dates 2/8/21 Issued for Construction New STRUCTURAL POST Dormer Wall 2/9/21 Rev. Exterior Wall Insulation 5'-0"knee wall New Vaulted Recreation 5'-0"knee wall min. (2)2x4 unless noted Room Plate Height 31- otherwise on plans 5/14/21 Issued for Construction 7'-10"A.S.F. \J 29$-5" 8/19/21 Issued for Construction NEW FRAMED WALLS )'7Z7_=77_Z-7- 1. lI727 -KN TALLER/LOWER WALL Or '1//O/A to (refer to sections) CXW15 CXW15 CXW15 CXW15 CXW15 Plate Height&-, egress egress egress egress egress Plate Height ABOVE SUBFLOOR A.S.F. 34%"A-S.F."-Iy' 34Y2"A.S.F. C;of windows SOFFIT / WALL CABINET ��� !��!L `//L and dormer ABOVE ABOVE 15-0" 15,-0" TECO = INSTALL SIMPSON STRONG N;�. Date Description 5'-0"— T 30,-0" T 5P-0 TIE JOIST HANGER P -40'-0" EXHAUST FAN EF Project (min. 100 cfm to be vented to exterior) foundation below 11F_1 Proposed ---- A Addition and garage door < NOTES Renovation weather stripping 1. See sheet G-2 for insulations 7. 2 6 1/2"4"'Azek'trim Proposed Second Floor Plan p 2. Install all smoke detectors throughout home For plan h 1/4" 1 *-0" as required by the 2020 RCNYS, sect. R314 and Y4"overlap noted on sheet G-1. door opening 3. Install all carbon monoxide detectors throughout plywood 1)Y12 Frank & sheathing 5/4"x6"'Azek'jamb home as required by the 2020 RCNYS and shim to be ripped noted on sheet G-1.d to size space (overlap trim 1/4") Jennifer INTERIOR DOORS u i nacci typical siding 1/4"reveal 5/4"x4"'Azek'casing 5920 Indian Neck Lane Typical Garage All interior doors are to be 13/8" solid core paint grade (MDF or masonite) Peconic, NY with Y4"jambs, 3 hinges per door (radius corners). Exact door design and Door Jamb Detail hinge finish to be selected by client. Jurisdiction 3" = 1 .-0.. INTERIOR TRIM I - Exterior Caulking(typ.) Town of Southold Contractor to price for 1"x4" flat pine window and door casing. Window to 5/4"x 4" Exterior Trim Board Suffolk County have a 1"x stool with 1"x4" apron. Stool to extend 1" past front and side cut to size of casing with a miter return into wall. No exposed cut ends. Base Exterior Typical Exterior Sheathing mwsfflol/ moulding to be V16"x 5 Y2" flat pine. All trim to be prepped, sanded, '6." Install Schluter-Kerdi DS waterproofing primed with (2) coats semi-gloss paint. Color to be selected. Side Cover window flange with Drawn By: r� 4 , membrane on all three sides of curb A soft flashing M.P. Schluter Kerdi-Line linear drain assembly I drain cover to be selected by ownerSchluter-Kercli Kers-B Checked By: 1-4 preformed, seamless 14, X corners as required for I I I I Install Schluter-Kercli DS waterproofing Double 2"x4" M.A.M. membrane flashing around drain flange wall to floor intersections structural post 2 Job No. 5/8"cement board Porcelain tile over thinset mortar over stone cap at all shower walls -Schluter-Kerdi DS waterproofing membrane over 1/2"Gyp. Board —1"x4" Pine casing to be 2052 -thin set mortar over unless noted (typical) primed and painted otherwise on plan Wrap structure with ----------------- -Install Schluter-Kerdi DS -Schluter-Kercli pre-sloped shower tray over waterproofing membrane -thinset mortar over 1/4"reveal soft flashing prior to Sheet Title on walls to ceiling -plywood subfloor (typical) window installation >2 <4 J Y27 pine extension jamb w ­2� catch screen 2 4 Door 1"x Flat Pine to be >1 /A to be primed and painted Second Floor Saddle to be UN selected Max. slope of 1:2 primed and painted 4 2 4 Tile FIr. o SubFIr. Shim Space line of stool below I L _�77 -�>7 L Finished Mr. Drywall ..... . .............. ... ............. ... Install Schluter-Kerdi-Band corners/ mud base Interior 1"x6"Pine Flat Trim Board in thinset at wall to floor base as per Side I 1 1 Rough Opening / ripped to size,to be primed and painted 3/4"plywood subfloor I manufacturers specifications .. .. ... .t". T (see plan) / Typ. Door Jamb From king r""y Typical Stud Pocket Detail Sheet Number Typical shower an & curb detail Saddle Transition Detail Typ. Cased Opening DtI. Perpendicular Wall 9_06. 3" = 1 .-0.. 3" = 1 '—O" 3" = .1 .-0.. ot 3" = 1 .—ON. 16'-0" +56'-3" +12'-4" +24'-4" 4 new patio +41'-5" +3'-10" +3'-4" 5-0" +4'-0" center with new door above center with window above , Top of Wall ma finished 4"above '& h --ra E� I A B 8" 8" finished grader _______ ___ ' D A5.1 A (verify in field), d 1 --- 1 ,N KA ;a C r i n = 5� Ir_�---- , 152 N i 0o I -- " I I' � .. , _____ ,A rc i te� ct _— ___--_--_ r -------------------I i pressure 1 , i `i i A/C unit i o I New i I treated i i CO I above I d 3 1 I 3 1 I stair 1 r 1 , I r--------------- ALIGN i i I I I Unexcavated , I ALIGN I I I I 21 Main Street Stony Brook NY 11790 new crawl L J I , , , , = space vent ----- , 1 (see note'unexcavated') 1 i 1 i i 1 oo Existing = r --ao------------------------------ ----- -- ------ eX_vent ---- ex.vent to match ex. - -- --------I I '------- I --- - - -------- pt at one - 5 ________________.� L__ __� L______J --- -' 1 io existing Hn new all Unexcavated ed h 631 686 658 r- _- _, - - - ---'—" - - i each side -H p ------ ------------ ----------- ----- ----------� __ _ ___ - I -------•-------------------- ------- r----------- • e e i �, m -- - ------- --, 1 (see d tail) fax 631 686 6786 I approximate location of ex.waste line existing o o > in new wall i T flush beam -- I +23-0 9 I t4-10 1 I " email. MMacrina@MMArchitectAIA.com I Pp I , pin new wall house trap -� n -; o p 1 , New Crawl Space cl hei ht 1 I ii m I U: o -; -0 to existing p , - 9 g I i web. MMArchitectAlA.com to existing I_ I.L m g To of Wall L- -- -----_-_--_----_---------- LL (see detail) I j 1 I i (see detail) ;°is 1°x°m I ao`� Align with ex. 1 ----- These plans are an instrument of service and are = ^3 N 3 N 3 L ------- the exclusive property of the architect. ---- ---- — -------- -- -------- 1 I I 1 °O N_3 CV 3 N �^ new 2 2"x8" n! = I I Infringements of the concepts and design ideas 1 I I 1 existing 2"X8"F.J. I a) o rn `✓ new 2X8 F.J. ( ) `;t- •y , 1 I presented on these drawings shall be prosecuted i g o 13 >` 3 c c c at 16 oC low header (2)2"x4"P.T. I °o Q o0 1 1 to the fullest extent of the law. Copyright 2020: 1 existinga> m 3 i patch existing a N in new wall 1 i _ i 1 crawls ce c a ' c N ' civ (4 length) seat 2 2"x4"P.T. jack i g a� �' fill in existing garage door i I pin existing -H Michael Macrina Architect, pe. All rights reserved, ( ) floor opening a,._ g 9 9 1 I p c c on ex. sill plate jack i p g N a r- "' , no part of the plans may be reproduced without M , , access 1 i o opening with 8"thick poured I t 1 (see detail) the expressed written consent of the architect. ° 1 " saw cut existing c. slab N ,L, concrete wall from existing 1 , I t9-4 +44-11 +4-6 4-0 4-6 g p o i 1 iv , , m.o. i for new p.c. haunch slab x* o foundation below to match height center on saw cut existing i N M .v of existing foundation wall I , centered under new wall g 1 Drawing Status Q new steps) foundation wall above(see detail) 3 W > N g 1 I 1 ---------i----------------- ex. oil for new opening °' > o (D 1 I „ 0 1 1 , I Existing I I - burner p g c o 0 1 10-0 I -------- N ---------------- p1 I I 1 Crawls aceCID r 1 � I +, -- - --- - - - - -- - - ---- --- - -- - - -- - - 1 I 1 1 � F � � � 1 , I , I 1 �J o�J o�� i I �J o�J 1 3 r� 1 1 , I r--- r--- r-- I i r -- ----� r--- 1 , ao �_ o+ I I �_exi�tin�low beam i + 1 I I + 1 - JP _____ , 0 2 L------------------ ° 1 i i existing - -—}- - - I - - I I I -I '� - I - - - a� _ _ ----- - - - -- - - -- - - -- ---- ------ --- -- - - -- - - ,. C j I _J I pier I I I I I I I I I 1 I I I I 1 I o - - I I r---- I L____J L____J L.-___J I I L-.--- L____ I I Issued foi E I 1 existing i n r-------------------- -, • I I existin � _ m ex. , , I I ' I I pier r 1 1 I 1 g '� 601- well I I I 1 Existing relocate boiler HwH �, _ - ---- -- - - -- - - -- - - -- - -- - - -- - - -- - - -- I , I X tank 1 3 t Construction 1 I I ( Crawl Space `-'' flue up through I i new(3)2 x8 v 3 dashed line indicates I i 18" new framed wall above 1 1 I j = I i pin new new chase I i flush beam under a, I ° i 1 fire dace to be centered 61 ' 1 to existing Q, a`°i I " , i i I walls above 3 (ex see floor Ian 1 II ' - 1 1 N i i " a, I well ( P ) 19'-4" 1 in great room and ridge ; (see detail) -H 3. �,, ±48'-11"- +23'-0" 1 , 1 1 ° existing 2"x8"F.J. c r = tank N '60 I above (see floor plan) , , �, O _ �, a, , 9 t4'-10" _i — ao I I I C CI t` x t` t` t` oo t. o Q I I I t ° i ' i t3'-5" 1 existing ��� o \J�` �J� ' �J�` ' �J� io �J a.C' COQ Existing N i i 1 ---- - o `� r _ ` 1 CIg. x g r--- r--- ° r--- I r -- r--- c�i r--- �, a g +1 I , New i a 1 I 1 28" I I existing I _ _ _� o+ I existing to beam I o+_i _ I o+ ' _ ' �+ t __j_ o+ ' _+I ' o+ ' _ N i i ° ' °' _ _ _ I _ ( Unexcavated Unexcavated _ ° I 'd- , K'., ° i 1 MH I new 3 2"x8" �, 6 M I Dates E I 1 I 1 I - '" - X�t .s 1 I (see note'unexcavated') 1 1 t o 1 t ( ) �____� ' J M �, existing c slab `:' __ 9 P 0 1 t I �'' flush beam under 3 0 � n I i i , existing existing , a, > to remain pier pier i walls above , c o o i i i 2/8/21 Issued for Construction New +51'-11" I +20'-0" I i 2/9/21 Rev. Exterior Wall Insulation I Unexcavated , " A5.2 A5.2 i i i i 5/14/21 Issued for Construction I (see note'unexcavated') i , +18-4 +22'-42" +7'-5" , +15'-4" +4'-5 j"—}-t28" existing p.C. existing 1 1 t I E ai foundation wall footing , I pin new wall 1 I 8/19/21 Issued for Construction I I 11 to existingI to remain �+ I 1 1 1 ' 1 ' ' ► 1 saw cut existing ='' u: 1 I (see detail) i I I 1 I 16"X8" ll M 1 I I I 3 new crawl foundation wall x �,_ ____ __ __ _J ____________________ _, I 1 fill in existing vent o ex. ex. ex. space vent ' for new crawl I N x m I I 1 I withP.C. nd in to rn i t oil oil oil centered w. new 2x8 F.J. space access in new wall 1 1 1 p P c l i 1 tank tank tank P I p c N 3 --------- ------ -- -------------- ----- ----------- ----- I , 1 existing wall each L I 1 fill in existing vent window above a oc r to existing - -- a� _ , •- 1 I g to align with ex. I I .N c � _ 1 I side(see detail) x saw cut existing I 1 p. p' 6 length) each side 3 ° 00 3 1 1 3 I m g with c. and in to ' ________ I x a'' I I 1 foundation wall I I ( g ) 1 I I (see detail) _ � -to ALIGN I , , I existing I I existing wall each seat on ex. , New i 1 I c H I , I for new crawl 1 1 1 , i 1 1 pier I 1 side(see detail) sill plate i Crawl S ac D I _ space access-- �__-- 1 1 IL-_________ ..______- __ I i -------- ---------- ------------- - ---------------------I-----------%- ------- ------------- ----- ---- I ----- I I ------- -- ---- ex.vent „I 1 — --I r a---- — — 1 r— --- 1 r------ -- -- ---, r— 13� " r--- 8 ' 15'-4" 60" ' 8 17'-8" 8 +44" 1 i „i , -- t6-1 -+41 1 1 No. Date Description = i i = � , I M j I E 8 1 L---- __________________J g" M Top of Wall E Project I 1 c0 1 L_-__-___--__ _ I ° ° 1 I N ( - `� i -- A5.2 <• Align with ex. A5.2 • i , i `r , I =o new ' I gals. metal = -------------- ---------- I Proposed \ > > Q 1 en8., i i vent welli °a ioL_ ___________________________ ___________ ____J ° New -;� A6., oI New I I = 1 ;24" �° Crawl N v X i , . AS., t 1 U nexca ' Addition a n d -� co ------, i70 ml co is v 0 1 00 galV. metal I I " x 3 Space o � o c 1 I o0 1 Unexcavated 1 i = vent well o , i 8 o N N a)c - 0 1 . ''---- --------� 1 113 (see note unexcavated) i 1 I^a) N. I 1 o r� , I I v c ±3'-5" �5 �� m 1 1 --------------------------' j 0 1 � �� g I � r------ - -- ' New Renovation 2 ''� , i match ex. I 1 = g"' ; Unexcavated �_ ____________________________ 13'-0" g" 8" � M I 1 1 (see note'unexcavated') 11 " 21 }—S-6"—{ _7'-9" 19'-8" ' 1 64" I 1 _ ------ ---- a L---------- -------------------------------- ---- L------ I 3 For —i --- ------------------------------- ------------------------------------- r------------- --- i 8" 10'-8" 8 oo 00 I t I Top of Wall 1 Frank & I down 18" To of Wall I 1 i t 1 Align with ex. 2I� o 12'-0" +12'-64" ±37 " f24'-4" 10'-0" I I 1 N I new patio Jennifer UNEXCAVATED FOR 1 i GARAGE SLAB i � of this foundation to be upinacci I i To of Wall center of new foyer above Top of Walt 4 Thick Poured Concrete Slab(3,500 psi) 1 P I down 18" 1 I down 18" I contractor to verify exact 1 w/6x6#10 Welded Wire Mesh Lapped I , location in field 5920 Indian Neck Lane 0 1 i min. of one full mesh&wired I 1 I i i 1 together at 48"oc over 4"thick base o0 1 o , course consisting of clean sand, pitch slab ;� I t o i econie NY gravel, or crushed stone. �- I i -� `D e 2 Pitch Slab Toward Doors 2 1 11 2 Jurisdiction a min.of 1/8"per foot. (slab area=approx. 683 s.f.) UTILITY SERVICE NOTE FOUNDATION PLAN LEGEND Town of Southold Suffolk Count 1 General Contractor Shall STRUCTURAL POST y 18 8"1 ; Locate & Stake Out All min. (2)2x6 unless noted 38'-8" I i Exist'g Utilities Prior to otherwise on plans To of wall i Any Excavation. The Utilities Drawn By: �R 1 i Align with ex. II 1 ' TECO = INSTALL SIMPSON STRONG 1 i Shown on Plan are TIE JOIST HANGER M.P. v*c� r _ L------------ --------------------------------------- RP � ------------------------------------ ApproximateLocations `� � , _J = App t Only. � I ------ - --- i Checked By: a ►` -� New Foundation Wall --------------- I:�"'� i► L --------------------------------------------------------------------------------------------------------- J On Footing M.A.M. it1 frv' t. C� I® -------------------------- NOTEJob No. i '91 >!�2'g6 Lower Top of Wall --- of Ne 01 2052 (see plan) •� Proposed Foundation Pian New crawl space OR -- Sheet Title : 6'-°"— 4°'-0" vents to be installed --------------- r/i plan north as per code. --------------- Foundation Plan A --------------- A5.1 Existing foundation wall --------------- NOTE New Poured Concrete See sheet A3.1 for Footing foundation plan details, Detail Symbol - -® Sheet Number : legend and notes. 2 2 Required Hold Down Location (see detail) r k , I (1)2"x6"treated sill plate sill seal insulation new framed wall coated copper �. (see floor plan) I termite shield top of wall . .•il•. align with anchor bolts existing new sleepers toII (see detail) 11 ., . new insulation new vapor barrier align with existing I I co slab on grade — ,' °; ' l l KA c h ;a Ea 1 (see schedule) over slab I (see structural plan) (see plan) ° 71 Solid Corner Post :cam 'SIMPSON' a �° c: aa �` 2-16d Common---­, ommon STHD14 ■ n nails @ 6" O.C. 8"thick Poured Concreteo, A rC hitE:.hct Foundation Wall ao; E `" IBlocking 21 Main Street Stony Brook NY 11790 Q © Endwall provide 2"x4"key ° existing p.c slab � I a . ' .° new existing p.c slab � ��• compacted ° phone. 631 686-6585 ° a p.c. slab �� . %%�- ONE #4 clean fill fax. 631 686-6786 ONE # o email. MMacrina@MMArchitectAIA.com REB1 - co web. MMArchitectAIA.com haunch slab (2)#4 Rebar a-e- -..—�.• •. Nti Got 4These plans are on instrument of service and are 16" pts ��• " nl -- — the exclusive property of the architect. �3pry•. K 1 M Infringements of the concepts and design ideas Q " presented on these drawings shall be prosecuted 4'-0" � 16 to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, center haunch slab on new Typical Garage no part of the plans may be reproduced without the expressed written consent of the architect. framed wall above H o l d d ow n Detail - Foundation Wall Typical Haunch Slab Detail not to Scale Drawing Status : Top n Wall(0'-0") Issued fo I' p 6'-0" o.c. 6" min. Finish Grade To of Slab consti u� I �y12 max. Sill Plate - - - -- i �— to match existing TYPICAL TYPICAL SPACING � CORNERSCoated Copper E E Termite Shield N Haunch Slab Sill Seal Insulation 'Simpson'BPS%-3 . '� 9.rl _ ound'n Wall hot-dipped alv. Anchor Bolts Dates (see Anchor Bolt Dtl.) 11 00 3" Washers& Endd Nut Setup I I 2/8/21 Issued for Construction Ir • I » Slab Edge Detail 8"thick Poured Concrete '�� g 2/9/21 Rev. Exterior Wall Insulation Foundation Wall :O sill plate to match existing CO. 3/4" = 1 '-O" C RAW L SPACE FLOOR 5/14/21 Issued for Construction waterproofing E to grade .� 2" Screed Coat over 6 mil. $/19/21 Issued for Construction 5/8 dia.Anchor Bolts E polythelyne vapor retarder Provide 2"x4"Key E (lap joints as required) poured concrete o foundation wall 2"Screed Coat----• w� I •E over clean compacted fill, Emil pofyethelyne ° 4"thick p.c. stab remove all vegetation & T . Anchor Bolt Dtl. :ov organic material Vapor Barrier 2"thick Not To Scale Compacted - bluestone pavers Clean Fillo 00 (2)#4 Rebar - p, - _ oa UNEXCAVATED O° o .. • . o No. Date Description 21 stucco d ° 4" M veneer to ° haunch slab „ be selected Fill & Tamp in 6 lifts fora 4 thick Project 16 4 poured concrete reinforced slab with o #4 at 12"oc each way, over clean sand Proposed Typical Crawl Space over 4" (3/4") crushed bluestone, al! 4 compacted to 95% Relative Density Foundation Wall Addition and E poured concrete TYP. COLUMN & FOOTING Renovation foundation Wall 10 4" x 4" x 1/4" Steel Column For on 36"x36"x12" deep 00 (2)#4 Rebar unless noted otherwise „ Poured Concrete Footing Frank & PLAN w/#4 rebars at 7"oc E.W. _ --� The Connection Instructions of the New '•`' " E _- y Foundation Wall to the Existing 16 Existing New Foundation Wall are as Follows: - (4) 5/8"dia. bolts steel column - � 1) Clean the Exist'g Foundation of any Typical Porch Jennifer Soil adjacent to the new Foundation Wall. 2) Drill a Hole @ 12"o.c.Vertically, Large 6"x6"steel baseplate 4"thick P.C. slab _— enough for a#5 Rebar. Foundation Wall L upinacci. 3) Install (1)#5 Rebar in each Hole&Set -- �i w/Epoxy Mortar. 1 •• = 1 '-O" J 4) Extend each Rebar 12"min. into the 3,,, 5920 Indian Neck Lane ELEVATION New Poured Concrete Foundation Wall. N Peconic, NY Jurisdiction Connection Dtl . 36"4 (4)#4 rebars at 10"oc Town of Southold Not To Scale each way Suffolk County Drawn By: EXCAVATION AND BACKFILL CONCRETE M.P. ��' � • �'9� , 1. Contractor shall locate and stake out all existing underground utilities prior 41v Steel'Bilco'Door 9 g p 1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, Checked B to any excavation.The utilities shown on the plans are an approximate on the above soil assumption. If other soils are encountered, lower bearing y 8" location only. values are to be assumed and the foundation must be redesigned. M.A.M. 23'" 2. Excavate all areas as indicated in the drawings.All excavations shall be the 1 5Y" minimum depths required achieving clean undisturbed virgin soil with stable 2• Porches, Carport slabs, exterior steps and garage floor slabs are to be a Job No. 19 . 3 236 �0 moisture content and non-shifting and non-shrinking soil characteristics. minimum 3,500 p.s.i. The Contractor shall be responsible for notification of poor soil characteristics Concrete shall be air-entrained.Total air content(percent by volume of concrete) 2052 N W to the Architect and shall not proceed with the work until receiving instructions 3. /o from the Architect. shall not be less than 5 or more than 7/o. Sheet Title Top of Foundation Wall 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the •o. Maintain 4"above finished 3. The Architect has prepared the drawing and specifications with an assumed narrowest distance between forms or three-fourths the clear spacing between P rade grade bearing capacity of 2,000#per sq.ft. and an assumed soil characteristic of sand, reinforcing bars or between a bar and the side of the form. • ° silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) Fo u n d a i on poured concrete 0. unless a soil test analysis has been preformed as per table R401.4.1 of the 5. Forms shall be made of wood, steel, aluminum, plastic,a composite r cement and foam insulation, a composite of cement and wood chips, or other approved foundation wall o 2020 Residential Code of NYS. material suitable for supporting and containing concrete. Forms shall provide Plan �+�n Details 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. sufficient strength to contain concrete during the concrete placement i G operation. Form ties shall be steel, solid plastic, foam plastic, a composite below finished grade unless noted otherwise on the plans. of cement and wood chips, a composite of cement and foam plastic,or other B i I co Door Detail 5. All backfill shall be clean granular fill. suitable material capable of resisting the forces created by fluid pressure,of fresh concrete. 1 " = 1 '-O'• 6. No Backfill shall be permitted against concrete or masonry foundation walls without floor framing or proper bracing as required to prevent damage to walls. No Backfill shall be permitted within a minimum of two weeks after pouring. Sheet Number : The Contractor shall be responsible for any damage to concrete or masony wall. 7. All grading to drain surface water away from foundation walls at a minimum at a minimum of 5%slope. D A B \ A5.1 a- - -- (2)2"x8"hdr. o new(2)2"x8' hdr. new - - - - _ c � _ new- X ` Ii new landing 1 new — - :;. :.. C new _.__(2)2"x4'ost --1-- -(2 o t - ..L 1 (2)2 x4 new - P post -� -- (2)2"x4" r nzaKA -a new continuous(2)1%4'x 9Y2 Ivl hdr. new(2)2"x8"hdr. new(2)2"x8"hdr. new(2)2"x8"hdr. -� new(2 hdr.-Ivl,hdr. _ new(2)2'x8"hdr. c U post ---- , --- - 1 ----- new new ; ----- IVeW �+ new Clg X o — ;�' O /k rc h ii te ct 2"x8"C.J. (2)2 x4 postnewnew BathrlYl. 1 — — - ---� ---- -- -- I new NeW #1 - --- 1 - I (2)2 x4 2)2"x4"I i' Lf - - - post post 1, I I; Bathrm. t8' 1" at 16 1 I I 1 ( NeW \ c new 3 1 x 11/ Ivl flush beam �_. _ _ existin flush beam to ema 21 Main Street Stony Brook NY 11790 I1 II - - - i� Clg c ( - _ O 4�-�,� g - in n ---'- - i�' I I l� #3 - Bedroom _ - - - - - - - - - - - - existing post - ---�- .L=- f6'-2" t6'-2" 1 t6'-2" 11 - -- existing E 0) (3)2 x4 i rI - i; I 1 __-_ _ , g #4 aEi o post new new(4)2"x4 _ J o to remain phone. 631 686-6585 I .. _ F ost NeW 3 2x4' , post down to �8'-1" - J m „ N -- - - $ -i c_ post CI fax. 631 686-6786 - � 1 1 I I I I � New O P g I N ° I I f8'_1.. I �\ 1 Bedroom P ex.foundation � 1 fill in existin vaulted U i g. -� wall below new C ° v email. MMacrina@MMArchitectAlA.com ---- - i i i i i Clg. i i skylight opening �j Den bo (V � 3 E - S -• I 1 with new roof rafters - 3 x ° #3 - N web. MMArchitectAIA.com --- Cn 0 I I I w O P [1] xisting and cel is -_axo c i� o _a - - -- c S O I I I E 0 - - - I -- 1 g j01S , „ /11 µ �- N m c I I N - c =-- = _ -I — i a ceiling _ -? L W.I.C.VVrtt1 These plans are an instrument of service and are - - N °o 9 - o the exclusive property a I I� N `fly -1 :-1 7-- I g Clg. _ 8'1 ' p p rty of the architect. L �l� - to match existing X U C \ `Y L Y -L I�_ I c U t8- a� t g - - _--- --� Infringements of the concepts and design ideas -- - m ''I rn o I I I 1-0 8)o r- I 1 N existing o0 3 O X = presented on these drawings shall be prosecuted - New L \ ° c i I 1 I o rn -': }1 T I 1 X "y N X c existing t N '__ ` o to the fullest extent of the low. Copyright 2020: 0 0 ._� 1 Io n c , ..r 1 g .- Patio #1 \ 0 1 New i j j m X -=-I o (2)Z"x4 (2)2"x4" c new New existing C.J.to X Michael Mocrina Architect, pc. All rights reserved, 3 = I Kitchen 113 , ° .,�_.: ___� J new new „ „ N. " bearing wall to be CUt back to 1_N no part of the plans may be reproduced without a I I I 1 CU N _ post post a) new(2)2 x4 A,, S new \, W.�.C. new bearing wall �� 3 s the expressed written consent of the architect. 0 -01 1 ex.Vaulted CI 1 0 '°"0 „ new 2 2"x10" hdr. axi w post each side \ (2)2"x10"hdr. --new CCU ' I 1 0 N m new(3)2"x10 flush beam new(3)2'x10' flush beam ___ _�_______ I bearing wall v N c6 1 g I N - ,. ;__________' - F- Drawing Status (n o I I I � �'o - - ``-new ! 3 2x4 NeW new ex 2'x8' C.J. / new new(2)2 x10' I new 2 2"x4" c new I g ---------- c Q I I i c n O 3 2"x4"post down to be cut back to 3 2"x4" ost down flush hdr. under O _ I , _ J 2 2„x4„ post Pantry O P bearing wall teco O P ex 2'x8' C.J. Hall existing post post down to /I nevli O new 2"x6”sloped I - -- -- h ° o" to ex. girder below to ex. girder below to be cut back for foundation N 1 Jack (2)2"X4"'a k • �, � �� onto new flush beam � ,f;� � � -' 1 (2)2"x4"\ C.J. at 16"oc. I ,' j i ;� I C „ne new vaulted clg. \ existing steeV I I 1 I new 2 2x8, ,� �., � ex. edge post I below o 1 Jack --- --- - - L - O 3 2x4' post - \ / match R.R pitch I 9 L 1_7 ridge beam to rem in - -------- col.to remain ex y - �� .i ------ -- - -- - --- Iheader _ _-- / from above I =; 1 -- _ / g t_�77- -. . ��_1_1_7_�_7:7 new - -- - - I' _ _� �4 /� i existing steel new bearing wall I ii Y___------ -_r-� (2 wc 2'X4" 3 col.to remain (2)2 x4 j n o 1 _ S �,../d for e i I I „ „ I I I new(2)2"x10" pos _ - � x i� i � I 1 post frame 2x4 wall - -" - - -` - t8'-1„ N n� I I t eco r_ I . ------ -- V - - - u. � `�, I I I Q I X —_. YV f 1 pp I 1--- flush beam � 1 �I g' ! ---I I I 1 i New COnstructioni 1 over ex.to support CI N e is 1 1 I ( ex. roof rafters I I I O E N La u rl d J ,- I I I I I I I I I Oew I i ( jew O new 2 2"x8" � � o ` new � �1 1 New 10'-0" Patio #2 1 new new 3 2x4 3 2x4 2 2x8 flush hdr. flush header -�- - -' 1 1 ex. R.R. - p " I ' p " c. °' -- _ 0 ROOM tt new 2"x6"sloped i tray clg. I to remain (2)2"x8" Co new post down) post down to replace ex. upset to replace ex. �I-5 " ' o n C.J. at 16"oc. I x o I ICn v, (2)2 x4 to new I I to new N L _�� _ 0 header ( I I header 02 down `°II' flush beam c beam flush 3 N a �� __ ___ _ match R.R itch I `" I ' ° 1 --_— _— P beam Belo i beam below -- p I 3 �, 1 0 o I I I r---- I II ca I to new I m I I c ` -- -- - f° I I o% � beam below 3 i I I a) v ° ani - a3i�'X I 1 1 ( I c L existing �' 1 I I a' new i °' o f F I D new ;h °iIi I i F o m I g c4- °' l c1�1 I --T- new -skylight 9 ! ° i i i i o skylight I �' A5.2 1 skylight I o III I New AS.z •' X o ,� ------- . -- (2)2 x4 I ' r - FO er ! New I -- new - J' - I p - ---- ° above I I I I I above Ir° c o 1 °I above IlO _XII I �' `V U Bathrm. - 1- I c - to remain 0 I new 1 post I I U } ki. N — - - c 1 I I L_ c c N c �Ic (2)2„x4„ N (, I Vaulted Cl i #2 - I ' I I I ---� °' - New I' 3 _ New o_ -- Dates I N x .� -- �' I 2 2"x4"'ack --�- ` (j teat .„ .„ - --- - 2/8/21 Issued for Construction - -- C ------- I —_-- postdown 3 i g New �, c new ,' o __ O 1 --� I � � Bedroom � I �I I I beam below °I 0 i I (2)2'x8' Room I O „ 8„ 1 1 New Bedroom new (2)2 x4 - ! #1 I 1 o i I � i i fill in existing new new to new I 1 I I I c' -0 skylight o enin new N.R.RInew R.R. 0 2 2"x8 P d ------- - --� - 2/9/21 Rev. Exterior Wall Insulation ' 2 2 x O " ost I X 1 , opening I header I I header I (see roof plan) 1 (see roof plan) #2 X / header N 1 , with R.R to match 9 I _ t8-1 _ new(2)2"x8"hdr. new(2)2"x8"hdr. new(2)2"x8"hdr. - i- -- _ 5/14/21 Issued for Construction g � I New Vaulted CI I I p 1 8/19/21 Issued for Construction existing I I I 1 1 new new new -- -- new 1 „ I I --- I I I line of Clg. new new 1 1 (2)2'x4' (1)2 x4 (1)2"x4 (2)2"x4" new addition 1 (2)2'W” existing i (2)2 x8' i i post Jack Jack I I I I post I , existing post header I I header D ---- ' - - _71 - _ _ _ - - - ---- - I 2 2x8 - -- s ' ' 1 new 2 2'x8"hdr. ' --- l i --- flush ) ' I � - new he 2)2„x8. I .' � r (. new(2)1314"x 9/2'Ivl hdr. 1 I ( ) j I„ ader �'4 , . new R.R. new R.R. new(2)2"x10" - - h beam new � I E (see roof plan) I; (see roof plan) E --- - ! ( length) I I o0 II flush beam at 16”o 8 C.J. 1 - 12x8 10'l -� \ �__ new 2 1/ �bc 9Y Ivl hdr. 1 X 3 ., „ V.2 1 I c 12 len th ,- - - at 16"oc(10'length) , _ O O. --T ----�� -- --- 24"-Jteco to flush beam teco to flush beam 1 N 2 2 4 A5.2 2 2 a z r _ I B jack jack - - - new - -- 3 la Ja - new -�---- . :;.' New`. _ - ; -New A5.1 _( (Z _-- -_ c (3)2 x4' _ ;- MUdI OOm ° c new ost now-a - c )2"x4" - -- )2"x4"_ No. Date Description -----� A5.1 p- Bathflll. #3--- A5.1 N -- i_ J ck N- 2 2 --- Jack ___jack__ .... . { I ne x4, �- t8'-1' -- i install plywood sheathing c N= GI 2x8"C.J. ( post I - � w --- Project Y. atl „ �n:eing over garage studs prior (, 16 oc(10 length) -< C g _ la #3to Installing bathroom - - match ex. l f-, �� Proposed -- -1 1-1 plumbing wall pack-out - , new -_ (see braced Ian sheet A3.41 --- I N landing#2 new(2)2"W' j 3L- - ---� - - -- - - -- --- - --- - - =---=J _ � - -1 Addition and header p -' o i �r 22'x4' ,osts7� --------- -- - -- �? „ „ - - - -------- -- -- --- ----- + new(2)2 x8 (2)2„x4” O P ----- (2)2„x4, jack I from above -_39-g^_- header I jack �;/' Renovation down to fnd. t i- stair -_I I �-�, I' I I_--opening __� I I' -- 2"x6 sloped For - , Proposed First Floor Structural Plan " h1 ' --------� I i) C.J.to follow 4 -- ----- ± stair slope III I I I teco I I� I 'I 1/4” plan north ` 3 (r(2)1%"x16"IvI,I 3 � Plate Height 11 ! NeW= = Dormer Wall Frank N II �,( flush header �,I II W 34Y2 A.S.F. Plate Height a a li €I L E I EI a I it _ - ° LEGEND � 2po t ! T-10"A.S.F. c N New �, °° _ -- - (2)2'x8-header (2)2 x8"header 1 (2)2"x8" �(2)2"x10" j j N N L ( „ „ -- - - I � Jennifer �I I c \ _ N v Two-Car X - --- > _> _ - Indicates Bearing Wall TL7__L7_L7_ZlZ7_: new Lupinacci Garage U gm line of chane 2)2"X4" - I ( I g ;; t �' ( line of Chan e �- X to m X in roof pitch -� i�`r. it N�Wi' flush ceiling- post in roof pitch x I XI a N 0 O jl Bathrm.#4 dr-for stair._ 5920 Indian Neck Lane \I I 1 (see roof plan) = o (see roof plan) 1 N N i a�`� c laxo T-10"CI .Ht. �� clg i -� �I FI-11 �° r C,4 !' I i r , Peconic, NY - (2)2"x8'1 hdr. I I 1 0 0 ij hea ler (_) I I II I I I II 3 °' li - it1 iii ! i1i iIi 1 Jurisdiction : I I II I I ( I I I O O I I I I I I I I S I I I I I I ISO N1 I� YI ISO (D11N ;� NI I ° I new v I 1 I 1 �' 1 L' ' (' `" I ° Town of Southold � I I I �. I I � I I..- .� I I�..r. I I+..� I I�. � L I I+. r. I yy. i (2)2"A" I OI I.�� OI N LL O N U O N L!. O' Ll. O I I OI I I.� I ! ) t I I rn I I rn I w I m u� tri ° I--� 1--� °I 1--� °I ° ° Suffolk Count (2)2„x4„ post (2)2"x4" N i . -a _ I 1 a = 1 1 a _ 1 I c p I I v 1 Y t - 1---- �Q = 1 �QQ _, + Q ¢ - �QQ ' N Q ° I N Q I jack -- -- --- -- - - --- - - - - jack 1�1�--- - - X I 1 Qio X I n� I I a�a I I ,�iq 1 Qio 00 I aZo --X 1 I 1 Q ---1Co - , - , - I I I o0 X I,., new I a0 oo ao 50 oo bo bo I X COntInUOUS 2 2X10”hdr. N N j N N 1 I N �I I N N � N N <V ( ) N i�l (2)2 x4" _'13 m �`' 13 is I I 13 .. 13 �I 13 .— I I I (2)2"X4 ^ �: post �I 1� 31 i� 31 1 NO 31 1� `° 31 1� m 3 m 3 m N I I N 1 post N'11 NII N I N I N I N I N I I N Drawn By: cl ID CI ID cl ID CI 10 c1 ID cl ID c1 10 I M.P. •�� I I I I ! r. iIi ill 111 III III iii iIi i j �' 4 t' M 48" 48" i 48" 48" I 48" I I 48" I ; Checked By: A I �° Q- l i i i i i i i i i 1 i A5.1 0 o L 1 t �I L J 1. 1 M.A.M. -ti ° °`� i ( �- 3 N New Vaulted Clg. New Job NO. N Recreation new new new new 2052 (2)2"x4' (2)2 x4 (2)2 x4 (2)2 x4 Room post post post post 1 Sheet ee Title continuous(2)2"x8"header St r u et u ra I Plans Plate Height Dormer Wall Plate Height 34Y2'A.S.F. A T-10"A.S.F. A5.1 Proposed Sec. Floor Structural Plan Sheet Number : 1/4" plan north it D A5.2 i c:: h c-ra E2� I VW Got A g ■ V ■ Cr■ n -P a A5.1 A5.1 existing fascia overhang Y\ rc h i be ct r._______T______________TT_______------- T____________T______________�T______________T______----____________--______-_-_____-t 21 Main Street Stony Brook NY 11790 existing fascia overhang -----1- I r_ _______1______T_r___1______________11_______________1___T____________-__-_________--______-I I I I 1 I 1 I 1 I phone. 631 686-6585 fax. 631 686-6786 _ __' MMacrina@MMArchitectAIA.com _.T_________________-T____________ 1_____-______________________T_________________T____-_______-_TT-- ___-_______T________________J--I 11 1 I • c •com --�--------L---------------------1�--------------------��- ---------y------------- 1---------------�-------------1-----------------�---------------�-, �--------------�----------------- - -------,J�----------------�-------------- 1 1 email Macrina@MMArchite 11 web. MMArchitectAIA.com I L-----------, These plans are an instrument of service and are I ' , , ,r---------}�a � � � the exclusive property of the architect. Fa Infringements of the concepts and design ideas t I I F1 ; ; D ; ; ; ; ; D presented on these drawings shall be prosecuted � ; ; to the fullest extent of the law. Copyright 2020: N ; _-_ __- Q I Michael Macrina Architect, pc. All rights reserved, > fi ; F f ; ; �Q ; ; ! ; ; no part of the plans may be reproduced without ' ' ; I ; ; I ' ' I ; ; Ei the expressed written consent of the architect. �, existing roof g � - - ---1i ; I N ; ---------, I ------- ' , 1 I 7---------i • I I ' 1 -T------------T---------------------------- ` -----------I '---------------- to remain I I I 1 --------------- existing roof ' 1 ' �- t o remain . 1 +� ----------------------------- to ---------------------------- Drawing Status ; 1 T t ; ' ' I I I I ' ' ; ; „ 1 I I ; ' I✓I I I I J 1 I 0 ---------- +J _________ , I I I rr- NF' F� i LI I 1 1 ' I 1 1 I I ' 1 1 > /I� I ___________________________J _________J 1 1 ' 1 i I 1 , 0 y I I 1 11 I I 1 1 1 ' 11 11 I I I 1 I 11I 1 1 ' ' 1 I I ; I I I Fl ' F� LIssueu. foi _________________T--------- -_--___--_---__T_______-__________-_____ ___ I I I ` I I I ___________________________________________________ j_1____-____J _________________________-________J L_ ____________ •--___-_ ____________-_--_________________-_____-_______J ' 0 I I I 1 _----� 1___________-1____________________________________} ____1___-__ _J________ ______________-_____________--__--_-___________- ' ,--v I I r41 F1 I ' 0 /e■�■yI • Col-ist�S�I�Ct I o n N !new exhaust ; 4- new j ! ; i ! ,vent offset flue in attic -- ---- - 1 " ' to penetrate rear existing ridge board to rem6lin Lexisting roof Fi pi chimneyg g �, g g ; , ridgeto remain _ existin rid e beam to remain xistin ridge board to remain r, 1 side of I Q - • _1 _ _ ___________ ____ _ ____________ ______ ____________ ______ ____________T______________________________ -��T_J L__________-_ ' ' •� 3 --------1------ - --- - - --------- -- -- -, -- ------------1- r 1 T T T-�� I Lo -0 1 ' 1 1 ; 1 I I ! I 11 hY i •x ri NOTE: roof ; ; t42 " New skylight t42 " ; ; ; , ; 1 N (J I iT___-_______T__� I L-_---_i_,______ _____ ______ -----over-frame _____ 1 ------- L ` --1-----------`---� I equal sizes to be as equal I of s ht i- 1" F of s fight close as possible & p stgbelow �� ! ! to+% ! ! Dates oc 7 I to existing Q N� I I skylight size. I new I %'! +� ! ! ! ; ! �% 2/8/21 Issued for Construction 1 ' ' h1 �ti �; (2)2"x8" (2)2"x8" f' �, ! _ ; ' 9 ! i 2/9/21 Rev. Exterior Wall Insulation o header 0' d a' /! N '> ----------- ; __ header Q c d --- o q� p �� I'/ +�s� 9 h i ! existing roof h'p co - - 5/14/21 Issued for Construction C x l new I-°x° F x E _°x°I new I-°x° ✓� 1 ''> to remain ? O �a o ! ! N N j 9 ; ;,. ; ri 8/19/21 Issued for Construction s existing o v Vel N A5 2 °, N Velux a j A5.2 1� skylight p I skylight ° "'I rn h O �D x s li ht c ,r skylight '" ; ; + ), C I I C C I I C r ' Q ; ; ' i F I I L new contractor to adjust neve 'V % - �„ ; r-------- --L---------1- � ! + s� (2)2"x8" exact location of (2)2"x8" N j 11 ..1^� I , o F� �' Align o header with the ex. skylight I I F^ new _ new V� ; -___L_1__T_-_______T_______- T____________ ______T_' I I , I L__________________--________1____________________J_______________1___________________________1,__________J_______________1___ 9 skylights to align them header � u1 �2"x10"R.R. 2"x10"R.R� o� at 16"oc at 16"oc/ m� I I existing x ✓ j C l 0 existing chimney to 4-, 0 I I cricket remain I I 10 10 -- w rn existing fascia overhang x I I l o rn �12 f o rn �� No. Date Description t 112 _-._T___________________.._______________-___---____. ______________-____-_..______1________-._-_-_T____ T_ T_ ^ °__________�I 1 r _ -0____T.______________ii______________y_____., __�_ j r L_____-_1------ T-._-1_-_-T_,______________________________..__-_-.-___.� __-___-__-1-______- ---___--_-__-_____. ___1_____________ ____-_-___N ____; __I l I r_____T _.rty �___J___________-___ ______________ _______-_______ ___ C +� U 1 F� o f a, 1 D : : new 2"x10"R.R. new 2"x10"R.R. ; �✓ �, rn Project •C f 3. 'o T at 16"oc at 16"oc I o N j E I% -12 2 E c I I (10'length) (10'length) ! ; c o - -- L-------------------- --------------T-----J L-----J/ A5.2 Proposed /! ; - - - ✓ A5.2 ---- --------- -- -- ------- ---- - ------1----- ---- existing l s t l fascia overhang r h a ; I •ng ng D �$ l new flush rake overhang C �j--------� ------------------T--------T- X ✓ B I A5.2 Addition a n d r-----------------------------�-- - , ; x ; r---------, ; j/ of sk,Afight and ' - c 7' i r� ° c A5.1 new post belo /� new 2x8 R.R. N // I new 2x8 R.R. _� As.t p of window o ° E at 16"oc at 16"oc v ° 1„ „ and gable F 0:r' ; (16'length) ! ! ! j j (16'length) "-- o ±421 t42j Renovation cD rn axi ✓ j ; f f/ co rn X ' C 12 -H 0 (2)2"x8"hdr. c new 12" fascia aa, >,3 r^ „! ! ! ! ! ! > 3 new 12" fascia For r overhang c ° ______________ new 1 2 ; 1 f a c l a l j o vejr`h a n g ✓ c ° overhang -------------------------- I ' I I I I I L 11 1 -1; __7T777_T7_f7_TIT TI t7_ZLI L lTl�lLl7__Z7_ Zl_T7_?'II7 !_1 LZlLlTZ7__ITITIT7_�1T'I T_1771II A 1 I I 1 � ' �,J� ! ! Frank C ; I ; ; ° I ' ' L ; Ili 1 ; > I 1 _ , 1 > ; I Proposed Roo Plan Y o 11 c o ; ; rn 1I n ; ! I 0 ; i c) L ! X = new o b i C X v ; 0� plan north upinacci L ;(V v N i N o 2"X10" R.R. ; ; N (V U ' ' L L ! ; 3 0 ii � - at 16"oc ! ! 3 3 ° i L N ! ; ; ! c o roof 10:12 pitch ; ; a) 5920 Indian Neck Lane T_ ; , overframe 2"x1 2" sleeper ! ! M I heCOr11C, NY 0 0 ; ; ; 12 1 � I 12 12 ! ! 1 -3/4"x`14" Ivl ridge board over -41 2 Y Jurisdiction 0 1 ' 12 ! ! 2 new 2"x12" ridge board i 12 0 - I (see section 'A' sht. A-5.1 ) j ' ROOF PLAN LEGEND Town of Southold 1 12 Li ; ! �1 2 j i o, 2"x1 2" sleeper j N ;� c c new ; c ! N Splice WALL --------------------------- Suffolk County rn v 1 2„x10”R.R. I r °' i i a at 16"oc ! a °' ! i BELOW ROOF --------------- ------------ !, j 'o j o 10:12 pitch ! o' o INDICATES ROOF PITCH Drawn By: =fit E' _ x N v N I (V U I I °� N O C ; ! 3 o o NL I ; 0 3 - ; ! C - - - - - M.P. c m L ! - L = � ; ! __ _= Simpson mending N i c 4 j N 1 = _ _= plate(2)MP36 on BELOW ROOF 7Z1717,�,7I Checked B BEARING WALL � . rr 1 I 1 .- , each side of ridge y Ridge Board Ell INDICATES AREA OF M.A.M.c DOUBLE ROOF FRAMING or t��Xl fJ L _ _ _ _ _ J l 1I1ZZZ.4Z_I%I7_IZ -ZZZZ-Z7__7_T7_T7_XIIT7.Z.7Z_ 'ZZZTLZLTLT7.77_TIT7_TZ 7-1_z:i--ATL __!T_!�l Z� � gJob No Y �• 01 INDICATES POST BELOW ® 2052 new 1 2" fascia overhang 5'-4" INDICATES STRUCTURAL Sheet Title 5'-4" _ - 111111111110 new 12" fascia new 12" fascia /� overhang below overhang below BEAM BELOW ROOF INDICATES SEQUENCE 2 Roof a n A Typical Ridge Splice Detail OF ROOF FRAMING A5,1 NOTE TO FRAMER All overhang sizes noted on roof plan are Sheet Number : rough framing from outside face of stud wall AM to outside face of sub-fascia and sub-rake. SHEATHING JOINT NOTE Braced Wall Panel Construction Assembly All Vertical Sheathing Joints are to Table R602.10.4 of the 2020 RCNYS occur over studs. Horizontal joints in °f'F a braced wall panel are to occur over Method CS-WSP: (continuously sheathed wood structural panels) ---" ` "� `' and fastened to 2'W" horizontal blocking • Exterior sheathing (min. 1/2"plywood)attached with 8d common nails (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field and • Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized i roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. (see details, this sheet) Method GB: (gypsum board each side) -K-fu -%- i'"in aa • Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. /k rC i tE-:� Ct Nails to be 13 ga. 1-3/8"long 19/64"head, 0.098"dia., 1-1/4"long annular-ringed, v 5d coolers or gypsum board nails 0.086"dia. x 1-5/8"long 9/32"head. 21 Main Street Ston Screws to be 1-5/8"type W or S. Y Brook NY 11790 phone. 631 686-6585 Method CS-PF: fax. 631 686-6786 • To be constructed in accordance with figure 602.10.6.4(see detail same sheet) email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are on instrument of service and are the exclusive property of the architect. Braced Wall Legend : Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: L-1 I Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without 1 New I-• -5'-21"-� Indicates spacing between braced wall lines the expressed written consent of the architect. ..r'. ---- -----r---* F= _ � W.I.C. N - - -- I New #1 New -[_ I I I I athrm. _ Drawing Status 3 Bathrm. #1 i_ i i - Indicates braced wall lines New II Kitchen ;; mo -- New - m - - -> , i i a � i New Bedroom 1_ New Den #3 _ _ _ _ _ ` _ Indicates braced wall panel °° ; Bedroom = - _. I ! #4 New I I II ----- W.I.C. #2 B.W.P. braced wall panel Issuedfor I ; I ew -- , I --- - a t Hall �1- - • 0 ____ -LL___ _ - - braced wall line intersection C o n s r u�"' t i o n Tr I V f. OVJ 6 f ----- - ii O - II - Patio #1 I - - -- --- -New --- � -, T-- i New i New indicates holddown - ; Bedrm. ; Patio #2 r--1 F--1 ii a N@ _ i #1 New I I n thr I . l-------l r- I I Great I I II NSW New Lau - II II ' ' Room ' ' " Bedroom #2 , L__J L__J I� Fo er Ro r-, , , II -�'- #2 ; ; j- First Floor Plan Braced Wall Calculations II II ii I . L -- I--� Dates 4.0'iyvide B.W.P i i 5.0'wide B.W.P I A �, method GB i i method GB ; Schedule as per 2020 RCNYS, section 602.10 2/$/21 Issued for Construction M to N -1 I I_ I I - 7 _ _77 _ --- i Braced Wall Line code A B C 2 3 2/9/21 Rev. Exterior Wall Insulation Section J _ _ _ _ 'l _I New' ! 5/14/21 Issued for Construction > -- table I �IIUarOOm �� Bracing Method CS-WSP CS-WSP CS-PF CS-WSP CS-WSP GB m I 602.10.4 ff � 8/19/21 Issued for Construction LA m - _ � --1 - L_ Ne ' _�__. r 1 Min. Panel Length table 24" 24" 16" 24" 24" 48" thrm. M � -1 602.10.5 o rnN method CS-WSP - 1 1- �-� ----, --{! I -1- Braced Wall Line Spacing per 10.0' 22.0' 22.0' 13.0' 10.0' 10.0' Required Bracing Len th table 4.5' 8.7' 8.7' 5.5' `� --- ��`. 1.6'wide B.W.P Q g g 602.10.3(1) (int.) (int.) (int.) .l LJ m - - - - - - - - - - 1=--= - - method CS-PF UZ �___J i see Figure R602.10.6.4 same sheet table L----J 4.0'wide B.W.P Wind Adjustment Factors 602.10.3(2) 11.0'wide B.W.P method CS-WSP 1.6'wide B.W. method CS-WSP install plywood sh athing 1. Exposure category 1.00 1.00 1.00 1.00 1.00 1.00 New i install corner sheathin vertically in this corner No. Date Description method CS-PF y . . 2. Roof eave to rid a height 0.70 0.70 0.70 0.70 0.70 1.00 c� see Figure R60 .10.6.4 Two-Car vertically(end condition 1) (end condition#1) g g Gara a as per Figure R602.10.7 as per Figure R60 .10.7 3. Wall height .90 .90 .90 .90 .90 .90 m same sheet -�- of the RCNYS of the RCNYS g Project n i i I 4. Number of BWL per directior 1 1.30 1.30 1.30 1.30 1.30 1.30 T 3: _ _ _1 _ _ _ _ _ _ _ _ _ _ Proposed J I I � 5. Additional holddowns n!a n/a n/a n/a n/a n/a -{I- -f} 6. Gypsum omitted n/a n/a n/a n/a n/a n/a M l P method CS-PF7. Gypsum board fastening n/a n/a n/a n/a n/a n/a Addition a n d 1---see Figure R602.10.6.4 - - - - - - same sheet average adjustment factor .98 .98 .98 .98 .98 .9800 4.0'wide B.W P Renovation 4.0 wide B.W.P method CS-WSP Adjusted Braced Wall Length 4.4' 8.5' 8.5' 5.5' 7.8' 8.3' method CS-WSP install plywood sheathing install plywood sheathing i (end cony vefficafond tion)#1)comer Bracing Length Provided 3.0' 3.0' 3.0' 8.0' 15.0' 9.0' or vertically in this corner (end condition#1) as per Figure R602.10.7 as per Figure R602,10.7 48" 10'-0" 22'-0" 48" of the RCNYS Compliance (pass/fail) fails fails fails pass pass pass of the RCNYS offset spacing between T spacing between BWL B-C offset Frank BWL A-B BWL A BWL B BWL C NOTE. Jennifer First Floor Braced Wall Plan The braced wall method is for the Lupinacci �s•• _ •-o•• proposed addition only. 5920 Indian Neck Lane plan north Peconic, NY Jurisdiction extent of header with double portal frames(two braced wall panels) extent of header with single portal Town of Southold frame(one braced wall panel) Suffolk County 2'-18'finished width of opening for single or double portal pony wall height min.3"x11 Y4'net header steel header prohibited if Y2"spacer is used,place on Drawn By: �LE� �! back-side of header tension strap per table M.P. r(a" +� 11 R602.10.6.4 (on opposite side of sheathing) _ fasten king stud to Checked By: header with 6 16d t'f fasten sheathing to header with 8D if needed,panel splice edges ti I:, shall occur over and be nailed sinkers y�, , •M ` common or galvanized box nails in ! over and M.A.M. to common blocking , 3"grid pattern as shown i 9 be nailed to common blocking additional framing full-height blocking rn ---header tojack-stud strap per table within the middle 24"of the fasten top plate to Job No. 2 S member directly above continuous along length I portal-leg height.One row of header with two rows .Z© continuous rim braced wall panel full-height blocking continuous rim of braced wall panel s R602.10.6.4 on both sides of opening 3"o.c.nailing Is required �� or end joist at 16"o.c.along or band joist - a, opposite side of sheathing(3,225#min.rated strap) g 4 of 16d sinker nails at 2052 �, 3 N in each panel edge 3"o.c.typ. I It braced wall panel I � perpendicular framing X min.double 2x4 framing covered with min. �I typical portal frame construction toe-nail 3 8d nails at a %e'thick wood structural panel sheathing with 8D I Sheet Title 8d at 6"o.c.along8d at 6"o.c.along each blocking member 8d at 6"o.c.along 8d at 6"o.c.along x common or galvanized box nails at 3"o.c.in all min.7/16"wood g 9 g braced wall panel > b framing(studs,blocking,and sills)typ. min.double 2x4 post(king and structural panel braced wall panel braced wall panel braced wall panel p E r jack Fstud).number of jack studs sheathing iv min.length of panel per table R602.10.5 per table R602.7(1)and(2). BraceCall PIan braced wall panel braced wall panel braced wall panel braced wall panel braced wall panel 3-16d at 16"o.c.along 3-16d at eachmin,reinforcing of foundation,one#4 bar top 3-16d at 16"o.c.along braced wall panel blocking member 3-16d at 16"o.c.along -16d at 16"o.c.along and bottom of footing.Lap bars 15"min. _ F braced wall panel braced wall panel braced wall panel ZT 2-16d nails each side a a a a 4 J s continuous rim additional framing perpendicular framing - ---- or end joist member directly above full-height blocking continuous rim full-height blocking min.footing size under opening is 12"x12".A turned braced wall panel at 16"o.c.along ��or band joist continuous along length down slab shall be permitted at door openings. Section braced wall panel of braced wall panel min.(2)%"diameter anchor bolt installed per section Sheet Number FIGURE R602.10.8(2) FIGURE R602.10.8(1) R403.1.6with 2"x2"x3/s'plate washer FIGURE R602.10.6.4 BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN Front Elevation METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION PARALLEL TO FLOOR / CEILING FRAMING PERPENDICULAR TO FLOOR / CEILING FRAMING AJ Typical Metal Standing Seam Roof Typical Roofing gr{ -�-„•- Metal standing seam roof by Atas or equal Architectural Asphalt Roof Shingles to be selected by owner to be selected over GAF deck armor,continuously wrap over'GAF'deck armour, continuously wrap up all up all adjacent wall surface a min of 12” adjacent wall surfaces a min.of 12". over 1/2" Plywood Sheathing over existing plywood sheathing (12"CDX for any new roofs) i c h ciw-a E:.h I Eave Protection Eave Protection Install (1) Layer of Ice&Watershield(self-adhering Install(1) Layer of Ice&Watershield(self-adhering niva polymer modified bitumen sheet)from the eaves edge polymer modified bitumen sheet)from the eaves edge _KA to a point at least 24"inside the exterior wall to a point at least 24"inside the exterior wall line of the building. line of the building. /k rc h ii te ct Low Sloped Roof Protection(2:12 to 4:12 pitch) Low Sloped Roof Protection(2:12 to 4:12 pitch) Install(1)layer of ice&watershield over the plywood Install (1) layer of ice&watershield over the plywood 21 Main Street Stony Brook NY 11790 sheathing instead of the 30#felt paper. sheathing instead of the 30#felt paper. new metal enclosure Ventilation Fasteners phone. 631 686-6585 to be selected -Continuous ridge vent All Fasteners are to be corrosion-resistant with a fax. 631 686-6786 ty)ical r ietal tandi g sem -See eave detail'2'sht.A5.2 minimum penetration of 3/4"into the sheathing. email. MMacrina@MMArchitectAIA.com roof o be elect d Use(6)fasteners for each shingle. web. MMArchitectAlA.com lansof sery loft late hei ht see typical Ventilation hesexclusiveare propertystrument of the a chitect.ce and are continuous ridge vent rake detail -Continuous ridge vent Infringements of the concepts and design ideas - Utilize existing soffit vents presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: p Michael Macrino Architect, pc. All rights reserved, �- typical continuous ridge vent no part of the plans may be reproduced without = roofing `�1 12 the expressed written consent of the architect. ' o= T-"1 12 ii C) see typical A4.1 I eave detail ex.skylight r I typical behind ne new new w w roofing Drawing Status o o f tL plate height typical roofing new skylight to i - existing eave existing eave loft subfloor _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ align ylight x ``� t`/typical siding�'-� to remain to remain arae plate height _ _ 51-4" ` ` 5'-4" late height Issue Ifascia line of addition fascia -----, beyond ---- ■ I typical i new light fixture - 1�k siding to be selected - :lure- CD— to � � � � n light ure � � � � Yo a sef ted I _ � p _ 1C Q. i 'X o s N o s existin I new light fixture -" .En - °O i a' siding to be selected +� I CO s bluestone , IN t ) E ! new new new o new new pavers - new new LnJew - new new o o11Z new11 1 s E s E existing 7 bpavet pavers e new new p new first floor subfloor Dates I SIL i Ing to align with existing first floor subfloor _ _ . - - ---!- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I oL 2/8/21 Issued for Construction I I I I 2/9/21 Rev. Exterior Wall Insulation I existing I I o I I ' j new foundation wall below ! existing chimney siding ! event g ! j 5/14/21 Issued for Construction E with new stucco I ____________________________________________ 8/19/21 Issued for Construction --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - veneer - - ----------------------------- -------------------- newfoundation wall below ? ----------------------------------------------- ----------------------------- --------------------- I I ' I 1 I 1 ProposedFront Elevation ------------------------i--------------------------------------------------------------- ------------------------- 1"x3"trim 1/4" = 1 '-O" 1"x10"rake board No. Date Description typical gutter Existing Siding Project Existing cedar clapboard to be patched where required. Sanded prepped for paint and painted with (2) coats Proposed color to be selected. Addition and Renovation align board siding Typical Siding For with soffit board 1"x6"clear cedar T&G center match'V'groove behind vertical siding over Henry Blueskin VP-100 underlayment Frank over 1/2"CDX plywood sheathing blind metal blind metal step flashing - step flashing new metal enclosure Finish typical to be selected Jennifer typical -12 1 2 YP . seal with a clear protective sealer siding 4 4 siding Typical Rake Return upinacci loft late heiqhtAl - II relocated exhaustvent Exterior Trim Boards - through roof 5920 Indian Neck Lane 121' Material Peconic, NY - 2 _J1 LT ty ical All Exterior Trim Boards are to be'Azek'or equal. 0 12 o, metal stai iding seam o 'CD Ltypica ro f to b sele ted ` Installation Jurisdiction ;_ Lrfin -0 see typical Install as per manufacturer specifications: Town Of Southold A i new rake detail s e typ cal -Install 2 fasteners per every framing member A4.1 �\ eave detail existing eave for trim board applications. s typical to remain Suffolk Count N M siding typical roofing -Install over flat, solid substrate. y +I loft subfloor see pical 11 eave detail -All'Azek'Joints are to be Glued with'Azek'adhesive � new light fixture - / arae late hei ht _ _ light fixture - Drawn By: � r r , & e selected late height -Utilize 316 grade stainless steel fasteners Typical Sizes: M.P. A. Ryq to be selected '7 Fascia Board- 1"x10"to match existing Checked By: Rake Board- 1"xY trim board over 1 x10 rake to match existing , I fs __ w. o cm - o M _ •Soffit- 1"x12"Azek use sheet material at all new M.A.M. j o s v - O s00 deep soffits. `$;a s i .217X — - i T x existing— -H v Job No. existing- I-H siding bluestone -H o siding - 15 0 new - pavers = 2052 new new new new relocated relocated window#2 window# new first floor subfloor Sheet Title first floor subfloor ne _ _ _ _ _ _ _ to align with existing Gutters n Jew new - Elev t o S All Gutters are to be 6"aluminum half round with brackets. 1 I I I I o I o c All Leaders(downspouts)are to Round Aluminum. i j typical siding M•= foundation wall below Front -------------- ------------------------------------- _ - ----- E _I 1 i J pry E 1 I I � ------ ---'-----------------------------------------------------------y ri------------------------------- --------------------------------------------------------------- T------r- ----------------------------------------J Right , 1 1 i L-------------------------------..__ ----------------------------------------__-__-____-___-_-_-_-----J-----_-L----------__-----------------_--_-_---__-_1 Flashing 'Ctopay'avante collection with%4 HP wall mount � Flasg liftmaster 8500W with wifi door frame color to be ;,---------------------------------------------------------------------------------------------------------- selected with frosted glass ------------------------------- For all Horizontal Walt to Roof Intersections, Install Aluminum Coil Flashing. Sheet Number : For all Sloped Wall to Roof Intersections, Proposed Right Side Elevation Install Aluminum Step Flashing. 1/4" = 1 '-O" All Window Drip Caps to be Aluminum. 'L iDiuC c� C �'"1 na /krchiitEih ct re oca e hat st Nfen through roof 21 Main Street Stony Brook NY 11790 I phone. 631 686-6585 1 11 ;; 111 1 I I 1 111 111 1 I 1 1 11 11 1 4 1 I I I L u 1 fax. 631 686-6786 1 - - - ` - email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com I , � These plans are an instrument of service and are I 1 typical roofing typical roofing i - - J = the exclusive property of the architect. - - - - Infringements of the concepts and design ideas presented on these drawings shall be prosecuted existing eave existing eave to the fullest extent of the law. Copyright 2020: to remain to remain Michael Macrina Architect, pc. All rights reserved, new light fixture light fixture no part of the plans may be reproduced without to be selected the expressed written consent of the architect. plate height g _ plate height to be selected 1 1 � I -- Drawing Status 1 , I I , 1 1 �- new new J--.Ln new new new 0o N _ rnx ; existing '00 .�_' +i new light fixture , , s s , new siding -H to be selected +inewIssueo for new new new new new r new ; - - bluestone , bluestone bluaVe°S a avers .� ,. p Constl uClorl new first floor subfloor pavers existing siding new bilco p relocat or#1 first floor subfloor to align with existing - - - _ _ _ _ _ _ _ _ _ I I — door cO _ _ _ _ _ _ _ _ _ _ _ - _ ik r 1 . s, —• — — 1 1 1 1 I 1 I existing foundation wall below new foundation wall below�'1 E 1 siding to match '� J existing existing foundation wall below�� ; 1 r7 1 1 I 1 r-L--------------------------------------------------------�-, vent vent ; ------------ ----------------------------- ------------------------------------------------------------------------ I existing over 1 I I I r- -------- T- I I 1 L------------------------------------------------------------JI existing foundation wall below ------- ----------------------------' ---- 30#building felt) I I 1 L_ -___.- _______________________________________________________________________—J Dates ------------------------ -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------i, 2/8/21 Issued for Construction L-------------------1----------------------------J_------------------------------------------------------------------------------------------------------------------------------------------------------- Proposed Rear Elevation 2/9/21 Rev. Exterior Wall Insulation 5/14/21 Issued for Construction 1/4" = I .-ON. 8/19/21 Issued for Construction No. Date Description Project Proposed Addition and Renovation blind metal blind metal - new metal enclosure new metal enclosure step flashing step flashing see typical For 12 12 rake detail _ typical 4 4- siding siding F & -- - C _J 1 `oI E - - L _ _ _ _ loft late height 12 - - 12 CN - --------- ;- ' IL -; 12 _--typical continuous ridge vent 12 siding Jennifer ■ install 111x3"trim Lupinacci " board over existing skylight r -' existing rake to remain Rn remove existing curved o J_- o roof return to create typical roofing =i -0 5920 Indian Neck Lane a new return to match r� 0 , �� addition typical oni each side new n see typical i A Peconic, NY new trim to match �� � A4.1 existing corner rake detail board thickness typical new chimneysee typical siding new light fixture with stucco new light fixture eave detail - - - _ _ _ _ _ loft subfloor Jurisdiction to be selected to be selected ex. veneer late hei ht � ex. arae late height- - — _ fight fixture — - - - Town of Southold to be selected Suffolk County I with i ing new rn = c o c: /, _ o CO Drawn By: ao Mn o r LA newV1 X o00 M.P. -H L p to L o j.. tJ 9 ell o o existin luesto e o o E Checked By: E siding pavers f--new E f y, fire lace M.A.M. '` y ex. ex. ex. ex. p ex. ex. ex. ex. ne first floor subfloor _ first floor subfloor �<, o ��, �- - ---- - - - - - - - Job No. - - - - -�- 2052 1 _ i L__________________________ _______ __________________________"____________-________J 1 foundation wall below � typical I _ 1 � Sheet Title 1 � 1 1 E I siding ; I rJ________________________ ----------------------------------------------------------------------------------------- I I ----------------------------------------------------------------y I evat n s L__________________________________ __________________________________________________________________J 'Clopay'avante collection with%4 HP wall mount Proposed Left Side Elevation sftected 8500W with wife door frame color to be Rear pselected with frosted glass - Rear -1/4" = V - Left Sheet Number : S1 _ A6.1 j new ridge board -'`'�� '�� +}�� �' •t 9 new roof rafters (see roof plan) (see roof plan) S2 new roof rafters A6.1 new roof rafters (see roof plan) (see roof plan) new insulation top of ride board _ _ _ 1 + �� (see schedule) S2 , ,.� ;. CrinI 1 2 A6.1 4� �� fy� 4 /krchi te Ct new ridge board loft late hei ht _ new collar tie i (see roof plan) (see structural plan) °°,° 12" overhang 21 Main Street Stony Brook NY 11790 12" new I l _- „I existing obf raft ridge beam g r to remain and phone. 631 686-6585 overhang � h! beyond r be wrapped fax. 631 686-6786 ReCreatlOn email. MMacrina@MMArchitectAlA.com 1 _ I, - -_-_ o ( new flush header) root rafters ! j f 36"tall see structural Ian new existing 1 web. MMArchitectAlA.com handrail (see(roof Ian �; � �.- ' � p ) ! roof rafters I Room ! o to code �, new flush beam (see structul plan) These plans are an instrument of service and are ra _ ; neW floor joists L ! ! i _ ! the exclusive property of the architect. see structural Ian - - new insulation %; new eiling OIStS new decorative Infringements of the concepts and design ideas ( plan) r new msulation wood beam see schedule S presented on these drawings shall be prosecuted ( ) I see structural Ian g teco P (see schedule) to the fullest extent of the law. Copyright 2020. loft subfloor new sloped �fl �I ! ��` Michael Macrina Architect, pc. All rihreserved, l �\ \ \ \ J l\ ceiling joists ti `f j �/ �' 1 �' 1' �' 1' 1/ 1 �, �, �' neve for !f - -- --_— --- - - - - - - the part of the plans may be reproduced without arae late hei ht _ -- the expressed written consent of the architect. /I 1 l l 1 / f'i fate hei ht staircase -= - -- - _ _ -- ---- P 9 - 1 _- - - - -- new header new flush stair header - - _. - - _( structural plan) Drawing Status (see structural plan) \ ^ - r - - -- I '- --- see os , fireblocking l - - - /s type-X drywall at stair to code ^ ! i' N ( - _ New New ( (v x I _ Two-Car Mud New .I Kitchen ao ne wintlbw i a0. " I see floor Ian - +l ( plan) x �. I _ Great �li ! o Garage 4 „� � � ' SII li I,� ��; � I I♦✓ " t9048 Room -- - --�� i SSUeC� oi�6l ��inewali n wi h i t x sti e n i new poured concrete slab new insulation ' ! � ' '! ,i � fireplace ' • (see foundation plan) Y ) - -- on II, . . foundation wall beyond (see schedule I I � ��� ��I - -_ i;' first floor subfloor first floor subfloor _ _ _ _ _ _ ----- - - - {� 'I = X newfloorjoists existing r L (see foundation plan) p.c. foundtion `�'= existing Existing existing existing o - p.c.foundation E New wall ,0.- p.c. slab Crawl Space floor joists Wall new p.c.foundation wall Crawl Space (see foundation plan) ---� new poured concrete slab Dates new poured concrete footing (see foundation plan) (see foundation plan) 2/8/21 Issued for Construction A3.1 Section 2/9/21 Rev. Exterior Wall Insulation 5/14/21 Issued for Construction 8/19/21 Issued for Construction No. Date Description - i --- - - - - - - - -- - --- - Project new double top plate -- - notched into existing R.R. - -- ------ Proposed I I I Addition and - --- -------- -- _ -� - _ -- --- - - --- i _ 1--- -- Renovation I existing existing r-- -- - - --- ---- - .. to of nd e i A6.1 / � I roof rafters - - - ----- ----- - - edge board ------------------------------ c r \ ridge board 1�o r 'skb° .{ (see roof plan) j o - t 0• X• •i°� � __ existing I ! R r e new 2'x4 roof rafters roof rafters 12 (i „ �o�° wall at 16"oc (see roof plan) r a n k 1Z G tiro new(2)2'x8CD = �8 * der each '; insulation h hea side (see schedule) $ e S2 Attic new skylight sk li ht - existinsto match existing � \ -- -------- ---- --—A6. ceiling joists AS6 insulate ex. Attic ceiling joists teco (see structural plan) 5 J ! Jennifer ceiling joists (existing) each side as required ---------- -- - -- ------- -- --- ----------------- - --- - � plate height plate beam eig----------------------------- - - - - (seestructural plan) 1.upinacci existing - =;i ceilingjoists t15 -_-- - see structural 5920 Indian Neck Lane --- � " rl =_= f15" Peconic NY to be removed overhon to ( P ) p' - block overhang to - soffit align with ex. (see structural plan) New New 9 __ 9 align with ex. a- ( >=T 9 New Pantry Bathrm. _ = x (see elevation) New interior door down (see elevation) i i __ Mudroom -=" Great # s - design to be I, �ll selected Jurisdiction o -- F.--___ ---- — i'---- -- —_� --- _\ ROOn1 framed I, -- } Town of Southold I i i o half wal II .c. slab � ,_-- I i _i pavers to - ( plan) ( - insulation == be selected see fnd.plan) built-in (see-schedule) ii p,c slab Suffolk County existing bench -- ---- --- -------- -- _ (see�fnd.-plan) _ -- �i exterior wall - first floor subfloor new first floor subfloor - \� A P ) -- to }ali n with existin 9 9 existing existing---------* h floor joists I Drawn By: �� floor joists low beams - = X (see foundation plan) I I = M.P. existing 2"x8" F.J. at Existing existing o �, of E M „ g Crawl Space p.c.foundation i p.c.foundation wall I ! a✓ existing 16 oc has been existing wall '+ New (see foundation plan) I I Checked By: ��' r' P.c. slab checked to support o Crawl Space I l - M.A.M. * steel columns I ,.a ;, roof load .� V. I _ 3 Job No. '��, 3 ��f, poured concrete slab 0 (see foundation plan) l � A3.1 2052 Section Section Sheet Title 4 1/4" = 1 '-O" Sectio s AAC n Sheet Number : FT si si A6.1 ` A6.1 4" rid a board ride height g / ---------------- 9 9 — ---- ------- -- --- - - - ---_ top of ridge (see roof plan) �\ ridge board 10 - ---- --- ----, � � \ ' � �, , (see roof plan) �, J., - existing �Idge board 10 ,r =1 �J;� 10 �� �12 i new ceiling joists/ �� existing 12 ti, !, 12 ,�,�, existing 1-�- ?y new insulation ` h -PR v J �' \ roof rafter S2 ��y� roof rafters S2 0o roof rafters 12� (see schedule) �+'• see structural plan) be and /, (see roof plan) \ 1 ;\- roof rafters C ■ n --a existing Y A6.1 i A6.1 in ' (see roof plan) 1;1, roof rafters existing ;a� _� pike to ex. / -_ _ 1 `� 0I roofrafter 12 roof rafter ! -1 t5.5 existing ceiling joists /krch i t� �'+t+ late hei ht to be removed V P 9 existing 1 2 +. , �'+ new sloped .,, �\ —_—_ $ (see structural plan) = frame new knee ceiling joists ceiling joists '4 wall over ex.C.J. (see structural plan) 21 Main Street Stony Brook NY 11790 �\ new insulation -- 1 i,�f 12" (see schedule) 2" --------------- --------------------- --- =;µ= ------------- ------ late height --- ------ -- - +1 n P g overhang -,-- - overhang existing plate height -- ------------------ ----------- _------ - - - it / \ ------- --r- ---- phone. 631 686-6585 —_ insulate In rafters g g 1 --- e><isting existing existing ---_ Ir s l - fax. 631 686-6786 o� _ »- ceiling joists email. MMacrina@MMArchitectAIA.com as required existing celhn joists e.. flush beam existing see schedule to be removed (ling joists telling Joists ( ) .. (see structural plan) to remain \ = I _ new header _ web. MMArchitectAIA.com �- (see structural plan) New Fo over = These plans are on instrument of service and are c = _ New NeW =_ New b +1 o existing framed new �' new 2x4 exterior 1 s Bedroom #1 --. . flew window I �- ,. _ —� i wall to remain the exclusive property of the architect. C> rn Bathrm. #1 ao x wall studs at 16 OC Foyer — ! New Infringements of the concepts and design ideas interior door- -=�' A.C. -I1 with double top plate _H resented on these drawings shall be -- U --'�"-- P 9 Prosecuted selected I s „ r g plate new' Kitchen New to the fullest extent of the law. Copyright 2020: design to be __ and single shoe I tion Bedroom Michael Macrina Architect, new floor joists pc. All rights reserved, - new IrISUIatIOn d new�q rated plywood solid (se sulaule) no part of the plans may be reproduced without - 1 fr me Walls subfloor alight top with fireblocking sched' see schedule #2 the expressed written consent of the architect. ( ) (see foundation plan) flout plan) existing subfloor all sides ! solid flreblocking - j new first floor subfloor - - -�- - new first floor subfloor __—_ new first floor subfloor tt.,.,,y- ti,-r_,1.�,i_t ,-�..,--�'l�l ,. '. /b 1��, I / I I ! I ? f,/,11,// 1 / l./J 1.1 l.l,?,','. l " 1 ' l �. �, t .�.', i �..,,� ----- to align n with existing ',r',x',;,p.,�,y,, ,;,`,,Y�,r ,,,�}�,,,,,,� ,,,� ,r,y,, /,,,�,r,l,,,;,,,,,r a�,,l- '' to oli n with existin all sides J �� r e 1 Y Y l r , r g g 1 g g to ali n with existin y„f , ,, 9 9 Drawing Status --- 1-IT floor Joists ( u - new floor beams 1 = X (see foundation plan) I I (see foundation plan) existing floor joists existing p.c.slab i to remain 8 New F7 new II haunch slab A3.1 � Crawl Space � under new wall new p.c.foundation wall o (see foundation plan) existing foundation walls (see foundation plan) , Section Issued o (see foundation plan) . �`,,.• -144" = 1 '-O" ,. Jia� Section poured concrete slab ' (see foundation plan) J Co n s u C l o n 1/4" = 1 '-O'• - ---- --- --- --- 5 A3.1 Section 1/4" = 1 '-O•• Dates _ Ice&Water Shield from fascia to 2/8/21 Issued for Construction ��-existingexterior new exterior framed wallroof rafter ; 24" ast inside face of wall��eW wall e remove (see floor plan) p 2/9/21 Rev. Exterior Wall Insulation �, 5/14/21 Issued for Construction \` 8/19/21 Issued for Construction Bedroom i (see floor plan) #3 5.6„ 2 8" I existing Align with ex. floor joists new bilco door gutter to teco (see floor plan) L�i match existing --- - 2"x"Soffit -- ----------- --- - -- --- - -- joist FranI at 16"oc new flush rim (see foundation plan) neW low beam new floor jo sts j! / No. Date Description (see foundation pl n) to align with ex. d (see foundation plan) / I!I \ 1"x10"fascia board \ \ / to match existing Project - 1 C) Existing j New /� i X Crawl Space Crawl Space �i _ dProposed jw 1"x8"soffit 1"x4"soffit see soffit Addition and d new p.c.foundation wall vent detail'3' Align ith ex. o (see foundation plan) typical siding Renovation O G i ___1K1_:-existing II slab �- -poured concrete slab For � d � to align with ex. g j overhan (see foundation plan) Fiberglass Screening (see roof plan) Staple to Rafter Tails E--fascia board Frank & I Paint Visible Structure Section Black Prior to Screen 3»0 j Installation ,,, 1/2'• = 1 '-O" vent thru roof (typ. all vents) c E j \ Roof J L Roof soffit board Jennifer E New cont. `E Peconic, NY 3" 1 3•• vent Lupinacci Overhang Bathrm #4 pe Typical Eave Detail Typical Soffit Vent MI . 5920 Indian Neck Lane %4"�" = •-o•• _ � '-o•' see roof plan roof shingle -� I 3„0 vent Ice&Water Shield 2"�_j 2°� ent-T I stack underlayment I Jurisdiction vent ,::. .... . . . .�.,... , vent Lay. I I d I 3"0 3„0 Town of Southold rrr�ri-rrrrrr rn 4 1"x3”trim board I W.C. ( vent thru roof = vent thru roof = Shower (typ. all vents) a•L LZE (typ. all vents) - Sec. Floor I J L J L E Roof Suffolk County » I New Renovated New New New 42 ase os a ase I Bathrm. #4 Kitchen Laundry Bathrm. #2 _ Bathrm. #1 SIZE OF TRAPS FOR PLUMBING FIXTURES Drawn By: �� � New J .,r— — Room — _.r.-- �-- , _ � Bathrm. #3 .�-— r __ — 3„ — table P3201.7 M.P. P� A. I 3 0-1 Plumbing Fixture Trap Size 1"x10"rake board r 3"0 I 2"� , 2"m " „ I rvent 2 0 — v I .- r 2 0 --� 2 � vent Checked By: to match existing „ I vent air „ 2 -l I vent 2 1 Bathtub with or without shower head " g r 3 ( 2 vent vent break 2 0-� vent ( vent I I l-2"0 ( 1-1/2" �"�' y " I ( vent ( I I I vent and/or whirlpool attachements M.A.M. 2"0 2"0 vent 2 �� vent I Sink Sink �,4 o vent I I I I I I I I I vent �2 0 p ) ,,P� --- - - Sink ' vent I vent Lav ( vent I Lay. b ( waste ( Lay. Lay. I p Lay. Lay. I vent Bidet 1-114" Job No. Tub Tub I Clothes washer standpipe 2" �',; 1"x12"soffit I W C I W.C. C D.W. W W.M. W C W C I 2052 Shower Shower Shower First Mr. First Flr. Dishwasher(on separate trap) 1-1/2" Floor Drain 2„ typical siding Sheet Title • " 2"0 t Kitchen Sink(on or two traps,with or waste 2 0 3"0 waste 2"0 3"0 20 20 waste 2 0- 210 \ 2 waste waste 2 waste waste waste waste waste waste erste 2„� 3„0 3»� waste waste waste waste without dishwasher and food waste disposer) 1-1/211 ` \ waste waste 2 waste waste sectidns waste Laundry Tub 1-1/2 V \ C.O. D E G \ tie in new waste \ Lavatory 1-1/4” - \ line to existing -� > > � \ tie in new waste tie in new waste C.O. Shower(based on the total flow rate through \ line to existing co line to existing ~� \ existin waste line showerheads and bodysprays) - Plumber Riser House Trap\\ existin waste line existin waste line flow rate: To Existing 5.7 SanitarySystem gpm and less 1-1/2” Ys Crawl Space Crawl Space more than 5.7 gpm up to 12.3 gpm 2 more than 12.3 gpm up to 25.8 gpm 3' Typical 1 yp i ca l Rake Detail more than 25.8 gpm up to 55.6 gpm 4" Sheet Number : 3•• = 1 •-O” Plumber Riser Diagram Nat to scale .2 I ' able R602.31 of the 2020 RCNYS STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE . r c , Contractor to contact local building dept. for required strapping Inspection. FILLER BLOCK NOTE. This schedule does not include nailing for metal framing straps (see section for strapping and requirements section for rough opening framing requirements). All nailing is a general specification it applies unless noted otherwise. ° QIP Porch / Deck Strapping Details PLATE � ONE 16d Joint Description No.of Nails Nail Spacing required uplift force as per / TO FILLER SIMPSON STRONG-TIE RAFTER BLOCK THREE 16d ROOF&CEILING FRAMING 'CS20' Coil Strap table R802.11 of the 2020 RCNYS TWO 16d over every rafter = 222 OUl'1dS TO FILLER Rafter to Top Plate (toe—noil) (3) 10d common Per Rafter p BLOCK Ceiling Joist to Top Plate (toe—nail (3) 8d common Per Joist SIMPSON(single G-TIE _ g ) N I �HCP2� (single h rafter) , 16d Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap (3) 8d Nails ° HCP4 (double hip fter) u ■, STAGGERED Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap �� \ (3) 8d Nails " b C i 12"O.C. (5) 8dx1-1/2 Nails n .--a 16d 12"O.C. VERTICAL ° Collar Tie to Rafter (face—nail) (3) 10d common Each End to rafter ° o RIDGE o Sim n Strong-Tie TO,SPACER0 oAillililirch i Blocking to Rafter (toe—nail) (3) 8d common Each End BOARD o __ � " " STUD Rafter to Ride Board (end—nail (2) 16d common Per Rafter � — A46 4"X6" Post Ridge ) (Z) 8dx1-1/2 Nails PLATE � -ABA 44 4"x4" Post STAGGERED -�� � n' ° WALL FRAMING W ROOF to plates _ -ABA66 6 x6 Post WALL THREE 16d ROOF RAFTER °o 21 Main Street Stony Brook NY 11790 Fill Void with STUD TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16" oc RAFTER SIMPSON STRONG-TIE Rigid Insulation 1 Od TOE- BLOCK Top Plates at intersections (face-nail) (4) 16d common Joist-Each Side0 ° H2A at each rafter NAILED (575 pounds) phone. 631 686-6585 Prior to Sheath'g �+ TO SOLE ° ° Stud to Stud (face—nail) (2) 16d common 24" o.c. ( ) _ / Typ' I Post B e fax. 631 686-6786 SHOE Header to Header (face—nail) 16d common 16"o.c. Along Edges 5 861-1/2" toxstud 2" NOUS Ta of Bottom Plate to Stud end—nail 2 16d common Per Stud Rafter to Rafter Roof Rafter to Plate Hi Rafter C vection Deta• email. MMArchit@MMArchitectAlA.com Top ( ) ( ) p web. MMArchitectAlA.com Bottom Plate to Floor Joist, Band Joist, 2 16d common Per Foot CS1 Connection Detail S2to Wall Stud Detail " ( ) to Plate ate D eta i I These plana are an instrument of service and are SHOE End Joist, or Blocking (face—nail) ie 2"x Ledger fastened the exclusive property of the architect. �— to wall structure Infringements of the concepts and design ideas FLOOR FRAMING n presented on these drawings shall be prosecuted d � (5) 8d Nails 'Simpson' H2.5 A joist hanger to the fullest extent of the low. Copyright 2020: Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist Michael Macrina Architect, pc. All rights reserved, Oft typical a>,ttaricir Oft ICaI Bridging to Joist (toe—nail) (2) 8d common Each End (600 pounds) See Rafter to earn to no part of the pians may be reproduced without Detail yP� Detail yp Post Stroppi Detail (S5) the expressed written consent of the architect. partition intersection exterior corner post Blocking to Joist (toe—nail) (2) 8d common Each End hip / valley '� �'- Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block rafter 'Simpson' L70 rafter not to scale not to scale o P Ledger Strip to Beam (face—nail) (3) 16d common Each Joist SIMPSON S G<S6� i �� Drawing Status Joist to Ledger to Beam (toe—nail) (3) Sd common Per Joist 4J Model 'HRC1. 4Z \ Bond Joist to Joist (end—nail) (3) 16d common Per Joist a beam f 0 common Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot ER O ° rafter ° o joist ho of ROOF SHEATHING °WIP ° a 2"x Le er fastene Structural Panels (see zone diagram) o 0 o t0 W structure CE ; a (5) ° Issued dor Interior Zone 8d common 12" o.c. 0 j% 8d ils °° Po h Rafter Perimeter Zone 8d common 6" o.c. 0 0 +> SIMPSON520' STRONG IE w C nnection ConsL uctlon Gable Wall Edge Zone 8d common 4" o.c. 'CS20' COII Str o � CEILING SHEATHING over every Stu a ssembl Detail Gypsum Wallboard 5d coolers 7" Edge / 10" Feld 8d Nails a WALL SHEATHING Hi Rafter Roof Beam to pRid e Detail Porch Roof Raft to Common Rafter to $:—( )Structural Panels 8d common 6" Edge / 12" Feld g 10 Beam to Post Det 6 H i /Valle Rafter Dtl. 3 8d Common Nail Garage Door Portal Openings 8d common 3bc into all framing at Each End of St r p Gypsum Wallboard 5d coolers 7" Edge / 7" Field Wrap CS20 ap Continuous Dates FLOOR SHEATHING (Subfloor) From Porch m. over Roof Bm. Back Dow to Porch Bm. 2/8/21 Issued for Construction Structural Panels plate As Show 1" or Less Sd common 6" Edge / 12" Field N (4) 8d Nails If cripple studs are utilized over second flr. PP 2/9/21 Rev. Exterior Wall Insulation Greater than 1" in' common 6" Edge / 6" Field (8) 8d Nails LEENDNGTH header,then provide one CS18 CUT strap from top plate to cripple stud 5/14/21 Issued for Construction Q LENGTH \ Lo -Bear g Hollow SIMPSON STRONG-TIE \ header &from cripple stud to header Fi rglass Column 8/19/21 Issued for Construction 'CS20' Coil Strap N ° 8 8d Nails (8) 8d Nails over every stud ( ) O N LENGTH (1,030 pounds) (8) 8d Nails 8d Common Nails t ach End of Strap CONNECTION OF MULTIPLE PIECES Q �, % SIMPSON STRONG-TIE OF TOP-LOADED BEAMS Nl 3 SPAN Porc Girder p over e very Coil r&eking stud SIMPSON STRONG-TIE Post to earn Strapping 1%4'Width Pieces: ,C 'CS20' Coil Strap W ; Simpson 2.5 • Minimum of 3 rows 10d Y x 0.128" nails at 12"o.c. over every stud Install Simpson CMST16 (8) 8d Nails Post ( ) ^ (1,030 pounds) first floor for 16 ft wide sliding door a Post Base • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. Li. Provide strap for V for 14"and deeper beams END No. Date Deseri tion each jack stud when p LENGTH multiple jack studs • If using 12d(3�")or larger nails,the number Concrete Pier of nailing rows may be reduced by one. (8) 8d Nails (8) 8d Nails p 0 are required Project : 3%2"Width Pieces: N N rim joist • Minimum of2rows Y2"bolts at (8) 8d Nails H low Porch Colum Proposed 24"o.c.staggeredt Deck Assembl Det it be Load must t o applied evenly across entire kStud a t Addition a n d beam width.Otherwise,use connections for side-loaded beams. � S7to Gable Stud WaII First Floor to Seeond Jae Additional nailing or bolting may be Wall Stud Dtl. S8Floor Wall Stud Detail S9 Header O enin required with side-loaded multiple-member g Renovation beams.Refer to current product literature. Roof Beam —Porch Roof Rafter Beam For (8) 8d Nails to Post Strappin S5) SIMPSON STRONG-TIE N 'CS20' Coil Strap SIMPSON STRONG-TIE 8 8d Nails SIMPSON STRONG-TIE ( ) Frank & over every stud CS20 Coil Strap 'CS20' Coil Strap a e 1,030 pounds) over every stud over every stud N ° ( P ) (1,030 pounds) m Solid ad Post s O 0 O (8) Sd Nails Insid Hollow Column Jennifer Rim Joist 2 8d Nails blocking �oo\ oad-Bear'g Hollow (8) 8d Nails O joist st Fiberglass Column L upinacci PSPN516Z ,� (2) 8d Nails ao �o . MSTC52 Q wrap under ��' s� Q (5) 8d Nails o ° ° RPS2s . ,•. . ^ Sill plate I wrapunder •1 'Simpson' H2.5 A ° o�`'ti �L 5920 Indian Neck Lane sill ate P 8d Nails Ho Column e D ) P / w C se tl. ec nl , Y ,... .. top plate I' 0 °C N Jo71 ist hanger L 111111 5 8dx1-1 2" Nails .I.+ III►I ( ) / SIMP STRONG-TIE VIII , II SII III I wall CS20 it Stra F—Concrete undation Jurisdiction rn I ISI foundation 111 p V+ it stud over every d I 8 8dxl-i 2" Nails II IIII II I $ 8d Nails Town of Southold 1i1111 I (8) 8d Nails ( ) 0 11 III IIh — Suffolk County ATER OR E PIPE O Wall Stud to Wall Stud to Sill Plate Cantilevered Wall S d RIDGE Rim of Detail at r W Rim T P J Joist � Garage e all S to to o late D i S10 S al LLg Slid Post Porch Colu n Found'n AssemblyD Drawn By. ATTIC M.P. A t, SS1.5 m +' , NSI i m Beam to Joist Stra Checked B U in �• Y `� Note: STRAPPING INSTRUCTIONS : Simpson H2.5 ho d!i ged olv. I f P ( PP 9 ) NSI Required where note M.A.M. ¢ °3 1. All Strapping To Be 1-1/4" Wide 20 Ga. Steel a BLOCKING 2 BAYS ®, on plans e deck ledger ; �. °,° N N or Simpson Equivalent CS20 (coiled strap) (4) 8d Nails o I c BACK @ 48 o.c. = HD Deck Joist �, 2 Unless Noted Otherwise. detail same sht. Job No. "� 3 ° �, (� for attachment 1: NF1 NSI -� ++ 2. Use Stainless Steel Straps & Fasteners or 2052 ¢ SECOND FLOOR -� I to house Soli orner Post Hot-Dipped Galvenized When in Contact > a Solid Corner Post PP W � U HSS2- S sI. _ with Pressure treated Lumber. o (4) 8d Nails Porch irder Sheet Title = t? SIMPSON HDU8-S 2.5 3. Install Strapping For All New Construction. to t a Y LINES w' And where noted on plans Pas to Beam Strapping ■ 0 7 8" dia. 2-16d Common Si son H2.5 (hot-dipped galv.) Stra etails � - � 4. Install Strapping for Each of the Following: HSS2-3-SDSI.5 BLOCKING 2 BAYS *"' 'Sim n' HDU4-SDS2.5 Threaded Rod nails ® 6 o.c. os U H own for full length -Rafter to Rafter over Ridge ost Base ■ NSI--► ry ELECTRICAL WIRING BACK ® 48" o.c. of stud -Rafter Blocking to Plate to Stud - Nailing Seh o !` Endwall second floor o -Hip Rafter to Plate to Stud il FIRST FLOOR I � o RNSI o "� `\• 0 11 a -Common Rafter to Hip/Valley Rafter �PSPN516Z LOAD BEARING WALL (with HVAC Chase) `• 0 I 1 E —End Wall Studs to Wall Studs - Fra m i n Details MSTC52 -Header to Jack Stud C Crete Pier g • PSPN58Z /8" dia. Threaed Rod I 1 N -Jack Stud to Rim Joist Rim Joist bedded 12'� into Concrete z -Wall Stud to Rim Joist :.••� RPs26Z BLOCKING 2 BAYS w/ impson SET Adhesive -Cantilevered Stud to wall below If footing occurs BACK @ 48" O.C. 0 -Rim Joist to Sill Plate stall (2)#4 dowels Sheet Number : -0 'SIMPSON' HDU8 DS2.5/ first floor -Rafter to Ledger with joist hanger Plumbing , Electrical & HVAC Protection Guards Gable Wall Blocking MI . o Holddown Connect n Dtl. Holddown Conn tion Dtl. C -Rafter to Beam to Post g , g `o -Beam to Past to Floor Beam ek Strapping° a� -Floor Beam to Post .: not tc3 scale not to scale where noted on floor plans for first floor to second floor con ction 0 -Post to Pier (footing) ssembl Detail -Joists to Beam