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Home My WebLink About38706-Z REScheck Software Version 4.5.0 Compliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 455 Sound Beach Drive John & Alexandra Kapetanos MMA Mattituck, NY 11952 Michael Macrina Architect, PC 21 Main Street Stony Brook, NY 11790 Compliance: Passes Compliance: 11.6% Better Than Code Maximum UA: 318 Your UA: 281 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or or Door UA Wall 1: Wood Frame, 16" o.c. 928 13.0 0.0 0.082 64 Window 1: Wood Frame:Double Pane with Low-E 127 0.300 38 Door 1: Solid 20 0.300 6 Wall 2: Wood Frame, 16" D.C. 1,000 19.0 0.0 0.060 48 Window 2: Wood Frame:Double Pane with Low-E 200 0.300 60 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 840 19.0 0.0 0.047 39 Ceiling 1: Cathedral Ceiling 175 30.0 0.0 0.034 6 Skylight 1: Wood Frame:Double Pane with Low-E 8 0.300 2 Ceiling 2: Flat Ceiling or Scissor Truss 600 38.0 0.0 0.030 18 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. Name - Title Signature (p Iy Date ~ tiy~P~v p A% 40 0 ~ ~ I 1 °r I -k r f~~? 031Z Project Title: Report date: 01/30/14 Data filename: \\MMA-MAIN\Network Folder\Drawings\2013-MMA\1353-Kapetanos\Energy Calcs\Energy Pagel of 1 Calc A.rck J -9F-l-, 45501-s o'('-5 552°00'00"W 50.00' 1 50.00, BUILC BUILDING DEPARTMENT DATA : Michael ABBREVIATIONS I- -I. - Plot Plan Legend DRAWING CONTENTS class Classification / Floor Area : O I 12.3' I o Indicates Property Line Floor Existing Proposed Total M a c ri n a ACQ ALKALINE COPPER QUATERNARY MAX MAXIMUM 22.2' 12.3' Existing .I = Level First Floor 896 sq.ft. 896 sq.ft. ACT ACOUSTICALTILE MIN MINIMUM Existing shed cxi shed m I O Indicates Setback Line A-1 Building Data> Architect, J AL ALUMINUM MO MASONRY OPENING ALT ALTERNATE MRS MARBLE a Exist'g atache a 111 Q d v Indicates Fence - °m L Second Floor 668 sq.ft. 250 sq.ft. 918 sq.ft. AFT ABOVE FINISHED FLOOR M.S. MARBLE SADDLE I Garage Symbols / Abbreviations „ ? P.C., A.I.A. ASF ABOVE SUBFLOOR MTL METAL Indicates Exist'g Structure ( E LL d N Plot Plan / Zoning Analysis LL A.S. ALUMINUM SADDLE MFR. MANUFACTURER Total 1,564 sq.ft. 250 sq.ft. 1814 sq.ft, d A.P.B. ANTHONY POWER BEAM N/A NOT APPLICABLE 222' B.C. BRICK COURSE(S) NIC NOT IN CONTRACT I - Indicates Proposed Structure or Existing (demo) Floor Plan g O LL Covered Patio 144 sq.ft. 144 sq.ft. ? BD BOARD NOM NOMINAL BOT BOTTOM NR NOT REQUIRED I - Existing (demo) Elevations BLDG BUILDING NITS NOT TO SCALE o CBB CEMENT BACKER BOARD OC ON CENTER(S) o Zoning A5Analysis A-2 General Notes & Specifications CL CLOSET OCC. OCCUPANT(S) I I `oo I i CLG CEILING OH OVERHANG I ^ ti CLR CLEAR(ANCE) PART. PARTITION Insulation Schedule I Tax Map No. F First Floor Second Floor COL COLUMN P.C. POURED CONCRETE o CONC CONCRETE P.L. PROPERTY LINE Section 99 Block :l Lot 21 New Sec CONT CONTINUOUS P.T. PRESSURE TREATED 10'-0" New A-3 Strapping Details Floor AtltlI on 25g s.f.) CMU CONCRETE MASONRY UNIT PT-EGS PAINT, EGGSHELL SHEEN required side yard setback Sec. FI or New New required side yard setback ~ 21 Main Street CT CERAMIC TILE PT-FL PAINT, FLAT SHEEN (ZBA#6499) Additio Sec. floor Sec floor (ZBA5499) -Map Name: Captain Kidd Estates Nailing Schedule . (Cantilever I o Frt Fm~oNeu Stony Brook, N.Y. 11790 CS CORRIDOR SUPPLY PT-SG PAINT, SEMI-GLOSS SHEEN I Cantilever I C.J. CEILING JOIST PKT POCKET 280' / I -Zone :R-40 Utility Protection Diagram 0 15 _w Building Setbacks (principal structural w 15 (2°0sf) InMnar phone (631) 686-6585 CANT CANTILEVER P.S. PEDESTAL SINK IrzriE*ir„=;-`;t ate`^u°=i" I v_ 6tlsgng ale...) faxf (631) 686-6786 y Flmt Fbor 328 st) CMD CARBON MONOXIDE DETECTOR OT QUARRY TILE 10'-B" ""fi<,`'' •'wA;:r two story Front : 31 ft. _m Note: A-4 Foundation an mamma email MMacrina@optonline.net CIA DIAMETER PAD RADIUS two story DIM DIMENSION REQ'D REQUIRED addition I addition Side Minimum: 5ft. Setbacks shown we from ZBA resolulian U 3w s.f.) Existing web MMArchitectpc.com Second Floor These plans are an Instrument of mwVice and are DR DOOR REV REVISION(S), REVISED Side Total : 15 ft. dated September 15, 2011. The ZBA the sxduelw property of the architect DTL DETAIL RM ROOM b 5' New Infringements of the concepts and deslgn Ideas 1 Caveretl P.M. f 1 on g2de hoof cock presorted on those drawMge shall be prosecuted! DWG DRAWING R.J. ROUGH JAMB I Existing ~I EXlst'g Two-Story tOfy s 5' Rear: 35ft. file If is 6499. A-5 First Floor Plan to the fulleet extent of the law. Copyright 2MB: Michael Moorlna Architect. All rights reserved, na DN DOWN R.C.N.Y.S. RESIDENTIAL CODE OF Sec. Floor Frame Dwelling m EA EACH NEW YORK STATE Cantilever m I ;ng Plumbing Riser Diagram -Building Height DESI( part of the plane may be reproduced without the EL ELEVATION R.R. ROOF RAFTER 5' 75 I Required (principal structure) A-6 Second Floor Plan DESIGN R301.2.1.1 (2010 Residential Code for New York State) expressed written consent of the architect. EQ EQUAL R/R REMOVE a REPLACE fij I -----o'- 6. i~ s P I 35 ft. from average natural grade Design Cr Design Criteria. Construction in regions where the basic wind EX EXISTING {,t Q tiw:'2 EXH EXHAUST SAS SOUND ATTENUATION BLANKET S, speeds from Figure R301.2(4) equal or exceed EXT EXTERIOR SEC SECTION W Existing o to the mean height between the eaves and ridge. ROOF Framing Plan 110 miles per hour (177.1 km/h) shall be EF EXHAUST FAN S.F. SQUARE FEET New Coyared /opl New CoyqBred o Actual (principal structure) / Exterior Elevations patio IMpen O 30.3 ft. from natural grade to roof peak A-~7 designed in accordance with one of the following: EW EGRESS WINDOW SIM SIMILAR Sec. Hoof ow en r Caniilever o deck above Plans hay Plans have been American Forest and Paper Association (AF&PA) FAI FRESH AIR INTAKE SPR SPRINKLER (HEAD) y 0 m deck above FC. FIRE CODE SQ SQUARE d) ° o fO v o Exterior Specifications designed designed in Wood Frame Construction Manual for One & Two FD FLOOR DRAIN SS STAINLESS STEEL I n 4.m ;,r o ' I~ -Lot Coverage Actual Note: accordan Im 1,540 sq.tt. =205% approved from a ZBA resolution dated A-~ Building Sections Climal accordance with: Family Dwellings (W.F.C.M.) 2001 FIN FINISH(ED) STC SOUND TRANSMISSION CONTROL Required Max. lot coverage of 23.9% has been FLR FLOORING) STD STANDARD \ \ 201.22' 'k - - z 23.9 % max. Of lot 7,500 sq. ft. September 15, 2011. Climatic & Geographic Design Criteria : Table R301.2(1) FPSC FIRE PROOF SELF-CLOSING SoL STEEL - FT FOOT (FEET) SD SMOKE DETECTOR Details Groa Ground Snow Load: 20 psf F1 FLOOR JOIST T.C. TOP OF CURB .a Wind Speed: 120 mph 3 sec. gust FTG. FOOTING TEL TELEPHONE N52°OO'OO"~ SO.OO 50.00 -a Wind resit residence located within (wind borne debris region) GA GAGE, GAUGE THK THICK(NESS) GALV GALVANIZED T.O.S. TOP OF SLAB THIS IS AN ARCHITECTURAL PLOT PLAN 3 1 m 3 1 mile from water GFI GROUND FAULT INTERRUPT TP. TOILET PAPER Sound Beach D C 1-1 E:> fl V@ BASED ON INFORMATION FROM A Wind Wind Exposure Category: B GL GLASS TPF TEXTURED PAINT FINISH SURVEY PREPARED BY Selsi Seismic Design Category: C GWB GYPSUM WALL BOARD T.S.P. TEXTURED SPRAY PAINT .(yam Nathan Taft Corwin Land Surveyor GYP. BD. GYPSUM BOARD TX TOILET EXHAUST V~ P I O} P l a n L 'GP' GEORGIA-PACIFIC TXF TOILET EXHAUST FAN 'Ian Jamesport, N.Y. E E 0 HC HOLLOW CORE TV TELEVISION ti dated : July, 1991 Weal Weathering: Severe Dale: HOW HARDWARE TYP TYPICAL 1 - 20' m m Fros E Frost Line Depth: 36 inches FW.Date Issued for Construction HM HOLLOW METAL TEMP TEMPERED v 9 Tern v 9 Termite Infestation: Moderate to Heavy HOR HORIZONTAL TECO JOIST HANGER HP HIGH POINT U.O.N. UNLESS OTHERWISE NOTED HR HOUR(S) VB VINYL BASE m a m a HT HEIGHT VCJ VERTICAL CONTROL JOINT rn HD HEAD VCT VINYL COMPOSITION FLOOR TILE HVAC HEATING/VENTILATING/AIR CONDITIONING VIF VERIFY IN FIELD Ice Ice Shield Underlayment Required Valleys & Perimeter IN INCH (ES) VWC VINYL WALL COVERING remove remove Floc, Flood Hazard Exempt INT INTERIOR we WATER CLOSET ~windows ~ window INV INVERT WD WOOD MIN. ? MIN. DESIGN PRESSURE (D.P.) RATING : Table R3012(2) JT JOINT WR WATER RESISTANT KIT KITCHEN ZR ZONING RESOLUTION Ti remove existing one-story structure La ZONE 4 39.5 -43.2 /11 V'Ku. x'~jy+T ~,q Lav LAVATORY o•,.t~r remove n / .._.•'s completely including foundation -OC o 0 .a remove remove m D an =o ` LVL LAMINATED VENEER LUMBER o windows remove window skylight m ~ -49.8 Description ZONE 5 39.5 ae L.C. LINEN CLOSET \ e rJ~ ~ i i r Q y# - `V Cll h~ window L.C.C. LEAD COATED COPPER t i ^ I ,lXr X7 _x J. remove ZONE 1 37.7 -38.8 Project: windows _ N ZONE 2 37.7 -46.2 Proposed n u i w Sri i- it ~I ° Remove allir-1iil Iii il.~il 'yc ZONE 3 37.7 -46.2 Addition & kf•--~ cabinets I'u~111 nl ° remove B appaancel" 4~, rr I N E move existing n'~~.ll n window Existing siding&pprepav 1% ~ ~p~_ for new (bPical) ry~ q=~~r co 'K Kitchen remove existing one-story L~ Renovation N p Lemur ~ 1 structure complete) £ remove all waks`, r o temporary support 1 including foundation :x re For w all structure above 8 doors showl~K 7onw nianrarns i+ or to removal n U remove rta} x x, We=7 7--1 er•,"~mr '~I I •f~ ^ "I Iruu,i ny,~~ ul m y u i II l a~,°.'.Iml.";n."doll y~al li u` el u I r- -r II window Irv'~~F~ LEGEND of bearing walls m 1° i @ Existing 0' PUI IG;•i~!~!IhI '4°°~I' °°7i ~i Ir,=°~.~ar il^' I I mn i [ remove Existing 9 II , m X,_ I <r u: ji''~l~ii°~9 iii Band nc temn UL- _~dL ri°ii f,.lii remov r4 a ~ 9 P ^r:all h•P(1R ~1 - John & MATERIALS window Livinp Room ) g Bedroom #t r•~R' remove remove support structure remove wmdowsl Ir`Mr' I+l remove hL0-'i~ f= remove. wi door u ` r °•~W=.` ~ window window abovepriorb 8 re are for Lwindows HI I removal ILJ relocate ex. door to side, - - f= 4' A M 5 , h 5 Alexandra BRICK VENEER EARTH w 11____ relocate I remove window f 1711 ii remove ove see first &preparePare for wmdows see first fir. plan, shL A-5 remove columns and landing 4 4 ` 4 4 Kapetanos CONCRETE MASONRY UNIT ( INSULATION (THERMAL) replacement r------------ Wall Gable Interior 5 ® or Ian Demo Left Side Elevation West Demo Front Elevation north Wall Edge 455 Sound Beach Drive STEEL 'PVC'or COMPOSITE MATERIAL First Flr Demo Plan 1._0.. Zone s Zone Perimeter It Mattituck, M( Zone 4T-l ua ® ROUGH WOOD RIGID INSULATION MinimL Minimum Uniformly Distributed Live Loads : Table R301.5 Town of South Id USE LIVE LOAD DEAD LOAD Suffolk Coun CONCRETE FINISH WOOD plan north r. Demo Legend: Exterior Exterior Balconies 60 psf 10 psf PLYWOOD GYPSUM BOARD ~a~ max,-= - Ei Existing To Be Removed Decks Decks 40 psf 10 psf Drawn By: A 9t pEp Cyl .l Passenger Vehicle Garages 50 psf as per plan J L n //r 6 mum n°mbcy r remove existing roof r. ;kl Existing Walls to Remain Possenge completely ~sWcture ATTICS N ATTICS without Storage 10 psf 10 psf Checked By: ti 2 -i SYMBOLS w-s SECTION temporary support dg. R rafter k i lied mmbQ sWCtu above pdor to removal Area To Be Removed ATTICS x ATTICS with Storage 20 psf 10 psf MAM iROOMS other than sleeping rooms 40 psf 15 psf YT 3 6 y0~ ~-'1(1~X?~ ROOMS c 0 EXISTING WALL _ aa°a of existing rear bearing wall ° /x'~• ° Sleeping Sleeping Rooms 30 psf 15 psf F EW A: DETAIL v _ remdve it NEW PARTITION~mtbe iii Existing t ni Bathrm. bathroom ~l Existing / Stairs Stairs 40 psf 10 psf Sheet Title ~ni focWr~s it Bedroom #4 % 2.L i exist'g C.J. exisrg C.J. ( Guardrail Guardrails and Handrails 200 psf lateral 10 psf REVISION CLOUD r ova all walls to remain to remain \ remove existing ROOFS ROOFS : 12 psf for Attic Building Data DOOR Existing ° dtpoors shoxvn 1 siding 8 prepare it for new `typical) _______z-z =7= Live = G STRUCTURAL BEAM Walk-In / A ~,!Ir 71 Live = Ground Snow Load 20 psf WINDOW remove a~ 15 psf for Cath. - Demo Plans JOISTS/RAFTERS e)dst'gwanshing = lit remove existin one sto 01,771 winds g n a ALLO ALLOWABLE DEFLECTION : Table 8301.7 _ Plot plan ptt WINDOW /EXT. DOOR NUMBER to be~elatcat be .tx 911 n'. structure ompletely 9gtjedo mn.m~mn (see schedule) Q REVISION NUMBER to frstflo(or including f coundation J Structural Member Allowable Deflection nmr 1auy+---Remove Rafters h Rafters having slopes greater than 3/12 with no L/180 SMOKE eforn new Exlstingi y7 INTERIOR DOOR NUMBER finished ceiling attached to rafters. tvo-t DETECTOR raised clg. Loft Space skylight idnt~H6N~m ~ (see schedule) ~ remove column ll ~~i i;~ !~I TAi x yi ` finished &landingg i1 I~c~jyl Project: No.: n°°r iew 12~-b~m~a ROOF PITCH Existing P 'i h.^PI P IIt su orts cture / .I i.'" y. X 'y, y4~ y Interior 1 Interior Walls and Partitions H/180 Job 1353 ®17 ROOM NUMBER ~5r+wtk°' d Bedroom #3 above Floors of removal - . ` h Floors and Plastered ceilings L/360 Scale: File Name: I L ° (see schedule) ABOVE / BELOW / HIDDEN ° X /T All other All other Structural Members L/240 As Noted 1353-Constrn A nm. iarxl 0---- WALL TYPE - - - CENTERLINE Exterior Exterior Walls with plaster or stucco finish H/360 Drawing No. eleulimnumbx Second Floor Demo Plai to Plan Demo Right Side Elevation east Demo Rear Elevation south ExteriorV Exterior Walls -wind loads with brittle finishes L/240 {p-- ELEVATION MARKER t a p a INTERIOR ELEVATION Exterior Walls -wind loads° with flexible finishes L/120 4 eat numbs 1 /s" _ 1 /8" = V--O" 1 /8" = 1 Exterior V t? DRAWING REFERENCE Note : Note : L=Span Length, H=Span Height (see reference notes, same sht.) a. TheI a. The Wind Load shall be permitted to be token as 0.7 times the A 1 Comf defle, Component and Cladding loads for the purpose of the determining deflection limits herein. plan north GENERAL CONDITIONS FRAMING FLASHING & CAULKING NOTES DRAFTSTOPPING / FIREBLOCKING HEATING, VENTILATION & COOLING ELECTRICAL 1. All work shall conform to the 2010 Residential Code of New York State, 1. Minimum header size to be (2) 2x6 unless noted otherwise. 1. Providing metal flashing where fromin lumber is in contact with in contact with L Install Fireblocking required as per section 602.8 and Draftstopping Ducts 1. All electrical work shall conform to rules and regulations of the ping where tops as per section 502.12 of the Residential Code for New York State. Duct Insulation National Electric Code, Residential Code of New Yak State, and :ions of the Michael the 2010 Energy Conservation Construction Gods of New York Slate, the 2. All structural framing lumber shall have minimum extreme fiber soil or concrete. Provide hidden (blind1 metal flashing where tops fetal step All supply ducts in unconditioned attics shall be insulated Board Of Fire Underwriters, and its referenced standard, NFPA 70-2007. State, and 2001 Wood Frame Construction Manual, W.F.C.M. 2001, N.F.P.A. 70 Standard 9 of roofs intersect vertical wall surfaces. Provide metal step bending stress (Fb) of 900 pounds per square inch (P.S.I.). flashing around all chimneys, sk i hts and where sides of roof 'The National Electrical Code'and the Zoning Code of the Town of Southold. 9 9 sides of roof Draftstopping required: to a minimum of R-8. All other ducts shall be insulated 2. The Electrical equipment and wiring shall he installed in accordance NF0-200 7. whether they are indicated on the plans or not. All codes shall supercede the 3. All exterior lumber and/or lumber in contact with masonry/concrete intersect vertical wall surfaces. All metal flashing shall extend up shall extend up When there is usable space both above and below the concealed to a minimum of R-6. In accordance M a c r i n a low york .tale. Architect drawings and shall be incorporated into the drawings, whether they are indicated shall be pressure treated unless otherwise noted. vertically a minimum of 4' from the roof unless noted otherwise. toted otherwise. space of a floor/ceiling assembly, draftstaps shall be installed so Duct Sealing with chapters 33 the t 42 of the residential code for new yank stale. that the area of the concealed space does not exceed 1,000 sf. 3. Electrical work to be Fire Underwriters inspected and approved, !approvproved, , an the plans or not. 4. All woad subfloars shall be 314" T&G 'AdvanTech' Subfloar to he 2. Flash, caulk and seal all junctions of new and existing roofs, Isling roofs, Draftstopping shall divide the concealed space into approx. equal All ducts, air handlers, filler boxes and building covaties 2. Contractor shall check and verify all dimensions, notes and conditions glued and nailed to joists. Install as per Mfg. specificctions. walls and penetrations, to form a watertight assembly. mbly. areas. Where the assembly is enclosed by a floor membrane above used as ducts shall be sealed. Joints and seams shall 4. All electrical outlets in 'wet' areas to be ground fault interrupter it interrupter ? P.C., A.I.A. at the site before any construction work is started. The Contractor shall notify the Architect of any discrepancies ar conflicts in the 5. All wood frame openings in floors, roofs, ceilings shall have a VENTILATION and a ceiling membrane below draftstopping shall be provided in be made substantially airtight by means of tapes, mastics, (G.F.I.) type. floor/ceiling assemblies under the following circumstances: gasketing or other approved closure systems. Ground-Fault Circuit-Interrupter Protection drawings and/or field conditions before starting the work. The discovery minimum double "trimmer and header framing unless noted 1. Ceiling is suspended under floor framing Duct Support Locations. of discrepancies after beginning the work shall be the full responsibility otherwise on plan. Ventilation Req iired of the Contractor to correct. Enclosed attics and enclosed rafter spaces formed where ceilings are apt ere ceilings are applied 2 Floor Metal ducts shall be supported 6 1/2" with 18 gage metal 1. All bathroom receptacles are to have G.F.C.I. protection. ection. ? 6. All wood frame wall openings shall have minimum double stud pasts directly to the underside of roof rafters shall have cross ventilation for toss ventilation for framing is constructed of truss-type open-web or perforated members straps or 12 gage galvanized wire at intervals not exceeding 2. All garage & accessary building receptacles are to hove G.F.C.I. Proteclic 3. Contractor shall locate & stake out all existing underground utilities prior at each end. each separate space by ventilating openings protected against the entr to any excavation. The utilities shown on the plans are an approximate 7. All hanging woad joists and rafters shall he supported with steel of rain or snow. Ventilating openings shall be provided with corrosion-res s1 against the entrance 10 feel or other approved methods. Nonmetallic ducts shall 3. All outdoor receptacles are to have G.F.C.I. protection. v` G.F.C.I. protection. .ion. location only. with corrosion-resistant Materials, be supported in accordance with the manufacturers 4. All crawl space receptacles are to have G.F.C.I. protection. Draftstopp ping materials shall not be less than 1/2 inch gypsum rotection. joist hangers, wire mesh, with 1/8' minimum to 1/4' maximum openings. 4. Contractor to be responsible for arranging all necessary permits and 8. When joist hangers & fasteners are in contact w/ o.c.q. lumber, Minimum Area: ienings. board, 3/8 inch wood structural panels, 3/8 inch Type 2-M-W installation instructions. 5. All unfinished basements receptacles are to have G.F.C.I. protection particleboard or other approved materials adequately supported. Duct Separation 6. All kitchen receptacles that serve countertop surfaces shall have G.F.C.I. protection. inspections, including Certificate Of Occupancy (C.O.). use stainless steel joist hangers & fasteners only. The total net free ventilating area shall not be less than 1 per 150 of ti han 1 per 150 of the Draftstopping shall be intalled parallel to the floor framing members Ducts shall be installed with at least 4' separation from the G.F.C.I. protection. aces shall have ? 5. Written dimensions shall have precedence over scaled dimensions and larger 9. All roof and wall sheathing shall be a min. of 1/2" CDX plywood area of the space ventilated. unless otherwise approved by the building offical. The integrity of earth except where they meet the requirements for underground 7. All laundry, utility & bar sink receptacles that are located within Eft ocated within 6(L scale details shall have precedence over smaller scale details/drawings. unless noted otherwise on plans. Vent Clearance: all draftstops shall be maintained duct systems. of the outside edge of the sink are to have G.F.C.I. protection. :.I. protection. Drawings are not to be scaled. 10. All wood floor joists, and flat roof rafters spanning 10'-0" or greater A Minimum of a 1" space shill be provided between the insulation and tl :he insulatim and the 2. Fireblacking shall be provided to cut off all concealed draft openings B. Electrically heated floors, hydromossage bathtub, spa & hot tub spa & hot tub 6. Any deviation from the Architect's drawings must be submitted to the shall be provided w/ 1'x3' cross bridging at mid-span or at no roof sheathing at the location of the vent. (both vertical and horizontal) and to form an effective fire barrier between locations are to have G.F.C.I. protection. 21 Main Street Architect in writing for approval. greater than 6'-0' intervals. stories, and between a top story and the roof space. Fireblacking shall be Arc-Fault Circuit-Interrupter Protection provided in wood-frame construction in the following locations. Locations. Stony Brook, N.Y. 11790 7. Contractor shall be responsible for adequately bracing and protecting all 11. Provide Double all Floor Joists under All Parallel Walls Above. GLAZING I) a. In concealed spaces of stud walls and partitions, including furred spaces 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 amp work during construction against damage, breakage, collapse, distarbon 1. All Glazing shall conform to section R308 (glazing) and misalignment according to applicable codes, standards and good practice. 12. Install Steel Strapping at All Framing Members. (see details) of the Residential Code for New York State. and parallel rows of studs or staggered studs; as follows: outlets installed in family roams, dining rooms, living rooms, parlors, se, 15 & 20 amp phone (631) 686-6585 I'm (631) 686-6786 - vertically at the telling and floor levels. libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, s, rooms, closets, parlors, email MMacrina@optonline.net , hallways, 8. All work shall be performed In a first class manner with all new materials. 13. All top plates in woad frame walls shall be doubled and overlap Contractor shall provide all equipment, labor and materials necessary for with intersecting walls if possible. ATTIC ACCESS - Horizontally at intervals not exceeding 10 ft. and similar roams or areas shall be protected by a combination type the proper execution and timely completion of the work. Contractor shall 14. Laminated Veneer Lumber to have a min. of 2,850 (Fb) befiding I that exceed b. At all interconnections between concealed vertical and horizontal spaces arc-fault circuit interrupter installed to provide protection of the s combination type web MMArchitectpc.com oteclion of the These piano are instrument of service and ore the W.W. eproperty he Inlring le of M1e wipts and rpoIdea. be responsible for all materials and equipment stored at the site. stress and a min. of 1.9x108 (E) modulus of Elasticity. An attic access shall be provided for any attic areas that exceed 30 sq. ft. and have a vertical height of 30" or more. such as occur at soffit, drop ceilings and cove ceilings. branch circuits. of the architect. presented ah these ea lowshall . cpNp aght 2u 9. All contractors and their subcontractors shall carry insurance that will protect 15. Lumber to be doug fir 12 or better, (min. 16=900, e = 1.500) The rough framed opening shall not be less than 27x30" and shall x30" and shall Single- and Multiple-Stotion Smoke Alarms cation. A 30" min. c. In concealed spaces between stair stringers of the top and bottom of to the fulle extent of tn 006: the Owner and Architect from claims from damages far personal injuries, Higher stress lumber such as sy. pine, ect. may be substituted for be located in a hallway or other readily accessible location. A 30" min including death, which may arise in connection with this project. doug fr. No spf lumber may be used except for sill, plates and studs. obstructed headroom im the attic space shall be provided at some poi vided at some pint the run. Enclosed spaces under stairs shall comply with Section R311.2.2. All smoke alarms shall listed accordance with UL 217 & paint installed ehaccordance with the provisions of the NIFIP Y.S. & A 217 & Michad Macrlna Architect Al right. ra..rved, no part of the plan. may be reproduced without the 7.N.Y.S. & preaaetl written consent of the architect. at Al openings around vents, pipes, ducts, cables and wires of ceilings and the household fire warning equipment provisions of NFPA 72. IFPA 72. 10. Contractor to indemnify Architect and Owner and hold harmless. 16. All shims under cellar girders to be steel only. above the access openling. floor level, with an approved material to resist the free passage of flame 11. The Architect is not responsible for construction means, methods, techniques, Bolts in Wood Fromina: DRYWALL NOTES and products of combustion. Locations. stalled In sequences, procedures or for the safety precautions and programs in 1. All bolts in wood framing shall be standard machine bolts with TVO Cal & Bathroom Walls & Ceilings: connection with this project. standard malleable iron washers or steel plate washers. 1. Provide 1/2' mold & moisture resistant gypsum board by e. For the freblockings of chimneys and fireplaces, see Section R1003.19. Single and multiple-station smoke alarms shall he installed in board by the following locations: 12. All construction within the 110mph and the 120mph three second wind speed 2. Steel plate washer sizes shall be as follows: 'National Gypsum Gold Bond Brand XP (purple board) to all walls E Fireblocking of cornices of a two family dwelling is required at the line 1. In each slee lard) to all walls & of dwelling unit separation. Ping room. regions (Nassau & Suffolk Counties) shall be in conformity with the American a. 1/2" and 5/8" Diam. bolts - 2-1/4' sq. x 5/16' ceilings, including all bathroom walls and ceilings and any wet area and any wet areas. 2. Outside of each separate sleeping area in the immediate mmediate Forest & Paper Association (AF&AP) 2001 Wood Frame Construction Manual, h. 3/4" Dia, bolts-2-5/8' sq. x 5/16". All gypsum board shall receive one coat of tape and three coots i and three coats of Materials. vicinity of the bedrooms. 13. All contractors shall be licensed and Insured as required. 3. Each bolt hale in wood shall be drilled 1/16" larger than spackle minimum using 'Pro-Farm Brand XP Ready Mix Joint Campounr Nix Joint Compound. 3. On each additional story of the dwelling, including basements tone shall be set Except as provided in Section R602.8, Item 4, fireblocking shall consist of and cellars but not including crawl spaces and uninhabitable attics. ng basements nhabitable attics. diameter of bolt. All walls, ceilings, and ledges to receive tile or stone shall be set 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, 4. For sill anchors, see typical details on architectural drawings. on 1/2" cement board. 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, or two In dwellings or dwelling units with split levels and without an ld without an and equipment prior to purchasing. All equipment and materials are to be Garage Walls & Ceiliagg thicknesses of 1 inch nominal lumber with broken lap Joints, or one thickness intervening door between the adjacent levels, a smoke alarm smoke alarm installed per manufacturers written specifications. i Bolts: oard to all walls of 23/32 inch wood structural panels or one thickness of 3/4 inch particleboard installed on the upper level shall suffice for the adjacent lower l adjacent lower 1. Shall be of structural grade steel. 2. Provide one layer of 5/8' type-x gypsum wall board to all walls 15. Contractor shall keep site clean and free of deb(s. 2. Washers shall be placed under the head of lag halts bearing and ceilings of all igorages and room enclosing heat producing out producing with pints backed by 3/4 inch particleboard, 1/2 Inch gypsum board, or 1/4 inch level provided that the lower level is less than one full story one full story equipment. Provide one layer of 1/2' type-x gypsum wall board 16. These drawings are the properly the Architect and shall not be used on wood. Length of lag bolts shall be minimum 2/3 depth of at all interior house walls common to garages. Provide one layer sum wall board cement-based millboard. Batts or blankets or mineral wool or glass fiber or other below the upper level. approved materials installed in such a manner as to be securely retained in place When more than one smoke alarm is required to be installed within an tailed within an without his consent Drawings shall ll not be used for issuing of a building members being bolted together. 'ro shall be permitted as an acceptable fire block. Batts or blankets of mineral or producing oducing one layer individual dwelling unit the alarm devices shall be interconnected in unconnected in permit unless signed & sealed by Michael Macrina Architect, p.c. of 5/8' type gypsum wall hoard over all heat producing Altering Structural Members: equipment in all unlfinished open cellars. glass fiber or other approved nonrigid materials shall be permitted for compliance such a manner that the actuation of one alarm will activate all of the ivale all of the 17. Contractor to follow all manufacturers specifications, recommendations and 1. No structural member shall be omitted, notched, cut, blacked out with the 10 foot horizontal fireblocking in walls constructed using parallel rows of alarms in the individual unit. The alarm shall be clearly audible in all irly audible in all installation details on all products used in this project. Notify the Architect or relocated without prior approval by the Architect. Do not alter DECK/ PORCH RAILINGS of any conflict between the plans and manufacturers specifications, studs or staggered studs. Loose-fill insulation material shall not be used as a fire bedrooms over background noise levels with all intervening doors closed. block unless specifically tested in the form and manner intended for use to Power Source. ig doors closed. recommendations and installation details prior to installation of product on sizes of members noted without approval of the Architect. R312.1 Guards Required V power from Date this project Contractor shall be responsible for correction of any work that Built-up Beams: Porches, Balconies, Ramps or Raised Floor Surfaces Surfaces demostrate its ability to remain in place and to retard the spread of fire The required smoke alarms shall receive their primary power from and hot gases. the building wiring when such wiring is served from a commercial source, lmmercial source, prevents the correct installation of a specified product as shown on the 1. Built-up beams or joists formed by a multiple of 2 x members Located More Than 30" above the Floor or Grade drawings. shall be interconnected as follows: Below shall have Guards not Less than 36" in Height. Grade and when primary power is interrupted, shall receive power from a power from a 1 1130/14 Issued for Construction 18. Contractor shall be responsible for adequately bracing and protecting all work a. Members 12" and less in depth: glue and internail Open Sides of Stairs wiiho Total Rise of more than in Height. CLOTHES DRYER EXHAUST battery. wring shall be permanent and without a disconnecting switch are than other than those required for overcurrenl protection. Smoke alarms connecting switch during construction against damage, breakage, collapse, distortion and w/2 rows 161) nails at 12" o.c. staggered. 30" above the Floor or Grade below shall have Guards ove Guards 1. To be installed as per section M1502 of the R.C.N.Y.S. shall be permitted to be battery operated when installed in buildings Smoke alarms pled in buildings misalignment according to applicable codes, standards and good practice. b. Members greater than 9-1/4" in depth or multiple not less than 34' in Height measured Vertically from cally from Exhaust duct size without commercial power a an on-site electrical power system or swer system or 19. Match all existing conditions as they relate to finishes, lighting, coursing, the Nosing of tire Treads. The diameter of the exhaust duct shall be as required by the clothes in or in buildings that undergo repair, situation, change of occupancy Inge of occupancy, dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, 3x members through boll with 1 diameter machine bolts at 24" o.c. staggered top & bottom, 1-1/2" from edges. R312.2 Guard Opening Limitations. dryers listing and the manufacturers installation instruction& addition or relocation in accordance with Appendix A plumbing and ductwork that may concealed in walls or ceilings being revised, raised to provide a complete job lele 'bin all respects. Cutting of Beams. Jost and Rafters: Required Guards on open sides of stairways, have raised Lenath Limitation Carbon Monoxide Alarms. re The maximum length of a clothes dryer exhaust duct shall not exceed 1. Cutting of wood beams, joists and rafters shall be limited to cuts floor areas, balconies and porches shall hav at do not 25 ft. from the dryer location to the wall or roof termination. Carbon monoxide alarms shall be installed in the following locations. t owing locations: and bored holes not deeper than 1/6 the depth of the member intermediate rails or ornamental closures that do not DEMOLITION NOTES and shall not be located in the middle of 1/3 of the span. allow passage of a sphere 4" or more in diameter. iameter. The maximum length of the duct shall be reduced 2,5 ft. for each 1. Carbon Monoxide are required on each level on which sleeping which sleeping 1. Demolition work shall be done in strict conformance with local, Notch depth of the ends at the member shall not exceed 1/4 the Exception. 45-degree bend and 5 ft. for each 90-degree bend. The maximum spaces are located, within 15ft. of the sleeping area. area. provided state and federal regulations, including all permits and utility cut-offs. depth of the member. Holes bored or out into joist shall not be The triangular openings formed by the riser, tread and tread and length of the exhaust duct does not include the transition duct. More than one carbon monoxide alarm shall be provided where necessary to assure that no sleeping area on a story 2. The Contractor shall at all times provide protection against weather closer than 2 inches to the tip or bottom of the joists and the bottom rail of a guard at the open side of a stairway a stairway FACTORY-BUILT GAS & WOOD FIREPLACES is more than 15ft. away from a carbon monoxide alarm. Is alarmstory No. Date Description (rain, wind, storms, frost or heat) so as to maintain all work, diameter of the hale shall not exceed 1/3 the depth of the joist. are permitted to be of such a size that a sphere 6" sphere 6" Factory-built fireplaces shall be listed and labeled and shall be installed 2. On any story where a fuel-fired appliances and equipment, equipment, materials, equipment and fixtures free from damages. Repair The tension side of beams, joists and rafters of 4 inches or greater cannot pass through. in accordance with the conditions of the listing, and shall be tested solid-fuel burning appliances and equipment, Project any damage to property of the Owner/Client which is to remain nominal thickness shall not be notched, except at ends of members. in accordance with UL 127, fireplaces or attached garages are located. in use, or that of any person, or persons on or off the site Pipes in Stud bearing Nails or Shear Nails, HABITABLE SPACE caused by the demolition work without additional expense to the owner. 1. Notches or bared holes to studs of bearing walls or partitions shall 1. All Habitable spaces shall conform to the following sections ig sections Hearth Extensions. Interconnection n of Carbon Monoxide Alarms & Detectors- ol"Sc Proposed not be more than 1/3 the depth of the stud. of the Residential Code for New York State Hearth extensions of approved factory-built fireplaces shall be installed When more than one carbon monoxide alarm or detector is required to in accordance with the listing of the fireplace. The hearth extension be installed within an individual dwelling unit or sleeping area, the r is required to Addition & 3. Provide all necessary temporary supports as may be required R303 (light, ventilation, and heating) shall be readily distinguishable from the surrounding floor area. alarm devices shall be interconnected in such a manner that the actuation ping area, the i that Vi the actuation (minimum roam areas) prior to the installation new structural elements required Bridging There and shall be Blocking: not less than one line of bridging in every eight feet R R304 305 (ceiling height) of one alarm will activate all of the alarms in the individual unit. ldivi Renovation dual unit. by the demolition work shown hereon. of span in floor, attic and roof framing. The bridging shall consist R306 (sanitation) The alarm shall be clearly audible in all bedrooms over background noise background noise 4. Any and all conditions not shown hereon and uncovered in the of not less than one by three inch lumber double nailed at each R307 (toilet, bath shower spaces) levels with all intervening doors closed. For qdd ehnll ho hrnnnht fn the nHenfinn of the Architect immediately. and or of equivalent metal bracing of equal rigidity. prior to any action involving same. Midspan bridging is not required for attic or roof framing where EMERGENCY IESCAPE & RESCUE OPENINGS OPENINGS INSULATION SCHEDULE arbon L Monoxide Monoxide alarms shall he listed, labeled as complying with onform to UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed k 11 be listed with John & II k 5. All existing elements to remain shall be protected during demolition. joist depth does not exceed twelve inches nominal. 1. All Emergency Escape & Rescue Openings shall conform to 9House Component (R) Value Barrier Remarks labeled as complying with UL2075 and shall meet the sensitivity testin is) of the E5-1 lFiberglass Moisture D sensitivity testing 2. Block solid of all bearing supports where adequate lateral support section R310 (emergency escape & rescue openings) of the 6. All existing ductwork, electrical equipment, etc. in areas to be Residential Code for New York State. and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms o demolished shall be protected and relocated as required not otherwise provided. Block all stud walls at maximum intervals N all heated space that occurs R-19 ss Kraft Paper detectors and alarm control units shall be installed in accordance n accordance Alexandra according to field conditions. of eight feat with minimum of 2 x solid material with tight joints. 3. Provide 2 z firestops at mid-point vertically of stud wall. ENERGY NOTES t" over unconditioned crawl space interior side with the R.C.N.Y.S. and the manufacturers installation instructions. 1 instructions. 7. Provide dust-tight partitions between areas where demolition plvwood. 1. These plans are designed to be in accordance with the new york ith the new york 0 all heated space that occurs R-19 ss Kraft Paper Power Source. work is being performed and areas which are finished or in use. 1. All plywood shall be Doug fir or equal. It shall be manufactured state energy conservation construction code for a climate zone 4. a climate zone 4. 0 over unconditioned cellar space interior side Carbon Monoxide alarms, detectors k alarm control units to which the units to which the Kapetanos :r from the building LL Rim 1oist R-19 ss Kraft PaPer Air seatin9 re9uired detectors are connected shall receive their primary power from the building interior side wiring, and shall be equipped with a battery backup system that system that EXCAVATION AND BACKFILL and graded in accordance with : U.S. Product Standard PS 1-83 f Construction and Industrial PI d automatically provides power from one or more batteries when primarl pries when primary 455 Sound Beach Drive 1. Contractor shall locate & stake out all existing underground utilities prior WINDOWS to any excavation. The utilities shown on the plans are an approximate 2. Each plywood sheet shall bear the 'APA' trademark. All Windows Specified as an Egress Window all heated space that R-30 9-1/2ss Kraft Paper Air sealing required power is interrupted. Wiring sahll be permanent and without o occurs over open air interior side disconnecting switch other than those required for over current protectioi without a Mattituck, NY location only. 3. All end joints shall be staggered and shall butt along the Shall Meet or Exceed the Requirements r current protection. 2. Excavate all areas as indicated in the drawings. All excavations shall be the center lines of framing members. of the R.S C.N Y S (sect R310) N 2x4 Exterior Walls: R-13 I I 3-1/2" Fiberglass Kraft Paper Air sealing required minimum depths required achieving clean undisturbed virgin soil with stable 4. The face grain of the plywood shall be laid at right angles to the Min. Opening Area = 5.7 sq. ft. Botts interior side Town of So hold moisture content and non-shifting and non-shrinking soil characteristics. joists and trusses and parallel to the studs. Min. Opening Height = 24' The Contractor shall be responsible for notification of poor soil characteristics Suffolk Co n = to the Architect and shall not proceed with the work until receiving instructions 5. Nails shall be placed 3/8' minimum from the edge of the sheets. Min. Opening Width 20" 2x6 Exterior Walls: R-19 5-1/2" Fiberglass Kraft Paper Air sealing required Batts interior side from the Architect. The minimum nail penetration into framing members shall be 1 1/2' Sill Height = 44" max. A.F.F. Design Pressure Ratings as shown on cover sheet beet Drawn By: SO ARC for Bd nails and 1 3/8' for 10d nails. 3. The Architect has prepared the drawing and specifications with an assumed Flat Ceiling R-38 12" Fiberglass Kraft Paper J.L. ~.y tp0 o~ bearing capacity of 2,000 per sq, ft. and a sail characteristic of sand and 6. All floors shall be nailed as per nailing schedule. -For All New & Altered Window Openings, The General The General 0 Batts interior side m Checked By : be F or gravel, with minimum traces of clay and table R401.4.1 of the R.C.N.Y.S. Partitions: Contractor Shall Provide Plywood Structural Panels with at Panels with Vaulted Ceiling R-30c 8" Fiberglass Kraft Paper a 4. All excavations for concrete piers and footing shall be a minimum of 3 ft. 1. General: a Min. Thickness of 7/16" & Max. Span of Bit. of 8ft. C (200 rafters) Batts interior side M.A M _ below finished grade unless noted otherwise on the plans. a. Provide solid blocking at 4'-0' o.c. between the joist and first for Opening Protection from Wind-Bome Debris. Debris. - Vaulted Ceiling R-19 5-1/2" Fiberglass Kraft Paper N O interior parallel joist. Panels to be Pre-Cut to cover Glazed Openings 5. All backfill shall be clean granular fill. h. Splices of the top and bottom portion of double top plates with Attachement Hardware (see Table). )enings 0 (2x8 rafters) Batts interior side NE* U Vaulted Ceiling R-13 3-112" Fiberglass Kraft Paper 6. No Backfill shall be permitted against concrete or masonry foundation walls must be staggered a minimum of 4'-V. TABLE R301.21.2. without floor framing or proper bracing as required to prevent damage to walls. c. Splices shall occur only directly over studs. WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE 1E0ULE (2x6 rafters) Batts interior side No Backfill shall be permitted within a minimum of two weeks after pouring. FOR WOOD STRUCTURAL PANELS (a,b,c,d) I) Sheet Title The Contractor shall be responsible for any damage to concrete or masony wall. J. Lap top plates at corners and intersections. FASTENER SPACING Air Sealing Required: (sect. 402.4.1 of the 2010 energy conservation code of NYS) CONCRETE 2. Bearing Walls supporting one floor or more: Fastener Panel Span 4 Ft. 6 Ft. Ft. The building thermal envelope shall be durably sealed to limit infiltration. The sealing methods between dissimilar materials shall allow General Notes 1. Concrete to be plain, reinforced, minimum 3,000 p.s.i., 28 day test, predicted a. Partitions must be constructed of minimum 2 x 4 studs spaced Type <4 Ft. <<PanelFton <<_ nelFSpun .1 Span for differential expansion and contraction. The following shall be caulked, gasketed, weatherstripped or otherwise sealed with an air Ft. barrier material, suitable film or solid material: on the above soil assumption. If other soils are are encountered, lower bearing IV o.c. of type lumber specified. values are to be assumed and the foundation must be redesigned. b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is 2 1/2' #6 16" 12" g" wood screws 9 e all joints, seams and penetrations . rim joist junctions - Insulation Sch. 2. Concrete shall he air-entrained. Total air content (percent by volume of concrete) used, floor joists shall he centered directly over and below bearin9 • site built windows, doors and skylights . sill plates and headers shall not be less than 5% or more than 77 wall studs with a tolerance of no more than 1' unless substantiated wood2scrreews i6„ 16" 12" 2 . openings between window and door assemblies Foam plastic (spray foam insulation) shall be engineering calculations. . and their respective jambs and framing permitted to be spray applied to a sill plate, header, 3 sec. gust) utility penetrators and rim joists without the thermal barrier as specified STEEL NOTES c. Bearing stud walls must be sheathed with a minimum 1/2' gyp. bd. a. This Table is Based) on 110 mph Wind Speeds (130 3 sec. gust) and a 33 ft, meam roof height. in the residential code of NYS, sect. 314.4 subject 1. All Steel shall have a minimum Fb of 24,000 p.s.i. fastened according to drywall manufacturer recommendation. b. Fasteners shall be Imstalled at Opposing Ends of the Woad Structural Pan( load Structural Panel. . dropped ceilings or chases adjacent to the to all of the followings: Project: Job No.: 2. All Steel shall conform to the latest A.S.T.M. specifications for Corner Bracing: c. Nails shall be 10d (Common or 12d Box Nails. thermal envelope e the maximum thickness of the foam Kapetanos 1353 A-36 steel. Pipe columns shall conform to A.S.T.M. A-53. 1. Unless otherwise noted, brace exterior comers of building with 4 x 8 d. Where screws are mttached to Masonry or Masonry/Stucco, !Stucco, . knee walls plastic shall be 3-114" e walls and callings separatng a garage from . the density of the foam plastic shall 3. All work shall conform to the latest A.I.S.C. specifications. plywood sheet of thickness to match that of sheathing. They shall be attached utilizing vibration-resistant r of 490 pounds. e conditioned spaces be in the range of 0.5 to 2.0 pounds Scale : File Name : 2. Overlap plates at all comers. Anchors having a min. ultimate withdrawal capacity of 490 pounds. behind tubs and showers on exterior walls per cubic foot As Noted 1353-Constrn A Nailina: . common walls between dwelling units . The foam plastic shall have a flame 1. All nailing shall comply with nailing schedules in WFCM & R.C.N.Y.S. e attic access openings spread index of 25 or less and an Drawing No. : (as applicable), latest edition and all state and local accompanying smoke developed . other sources of infiltration index of 450 or less when tested in building codes, or maufacturers recommendations. accordance with ASTM E84 Alignment: 1. All rafters and joists framing from opposite sides shall lap at least six (3) inches and be nailed together with min. (3) 10d face nails. A=2 2. When framing end to end joists shall be secured together by metal straps. ning or over plywood sheathing. Michael NAILING SCHEDULE : Table 3.1 (W.F.C.M.) STRAPPING DETAILS Strapping can be installed directly to rough framing or Contractor to contact local building dept. for required s quired strapping inspection. M a crl n a FILLER BLOCK NOW. This schedule does not include nailing for metal framing strops (see section for strapping and requhemenls section for rough opening framing requlremenle). At nailing is o general specification It applies unless noted otherwise. PLATE ONE 16d Joint Description No. of Nalls Nall Spacing Porch / Deck Strapping Details Architect, TO FILLER ig HIP RAFTER BLOCK THREE 16d ROOF & CEILING FRAMING TWO 16d T TO FILLER Raker to Top Plots (toe-null) (3) Bd common Per Rafter SIMPSON STRONG-TIE 1 CS20' Coil Strap SIMPSON STRONG-TIE P.C., A.I.A. BLOCK Ceiling deist to Top Plot. (tao-nall) (3) 8d common per Joist a 16d Coning doled to Parallel Rafter (face-nail) (6) led common Each Lop N (3) Bit Nails over every rafter 'HCP2' (single hip rafter) (3) 8d Nails 'HCP4' (double hip rafter) STAGGERED Calling Joist I.P. aver Partition. (faco-mil) (2) led common Each Lap -RIDGE ra er Nails Simpson Strong-Tie ? 16d 12" O.C. 12 O.C. Collar 115 to Rafter (face-null) (3) Btl common Each End 11} BOARD (5) to rafter to -ABA46 (4"x6" Posl) TO SPACER VERTICAL Blocking to Rafter (toe-nail) (2) Bd common Each End STUD Rim Board to Rafter (end-nail) (2) too common Each End -ABA44 4"x4' Posl -ABA66 6"x6" Post STAGGERED n' ROOF ROOF (2) 8dx1-1/2" Nails PLATE o WALL FRAMING W RAFTER RAFTER I. plates ? WALL ( ) (2) 16a common Per root FIII Void with STUD Top Plate to Ta, Plate face-nail Rigid Insulation ;A7; Tap Plates at intersections (race-pall) led common Jolel-EOm side tae O SIMPSON STRONG-TIE H2A at each rafter Prior to Sheathg stud to stud (faa.-n.11) (2) tad common 24' o.c. Header to Header (face-nail) led common 16".. Nong Edges tga (5) 8dx1-1/2" Nails to stud S 13 Typical Post Base Connection Detail 21 Main Street Tap of Botom Plat. to stud (ead-nail) (2) lea common Per Stud _ Rafter to Rafter S2 Roof Rafter to Plate c Hip Rafter Stony Brook, N.Y. 11790 Bottom Plot. to roar aolet, Band Joist, (2) led mmmon Per Foot V Connection Detail V to Wall Stud Detail V to Plate Detail phone (631) 686-6585 SHOE End Jnlet, or Blocking (faco-noll) fax (631) 686-6786 FLOOR FRAMING email MMacrina@optonline.net Joist to Sill Top Plate or Girder (tae-nail) (4) 8d common Per Joist SIMPSON STRONG-TIE (5) 8d Nails 'Simpson H2.5 A 2'x Ledger fastened web MMArchitectpe.com typical exterior cf typical Bridging to Joist (toe-nail) (2) Btl common Each End MTS30 Twist Strap to wall structure These plane are an Instrument ore a and are Detail partition intersection Detail exterior corner post Blocking to Joist (loo-nail) (2) ea common Each End (14) 10d Nails (Total) ~r Rafter w ; hip f valley joist hanger the ..di propertof the teshltecl Infringements of the concepts and design Ideas Backlog to 911 or Top Plate (toe-non) (3) led common Each mark Raker } - ° rafter 'Simpson L70 rafter lo ethetfulla9l extant of rhes low~I CaPNlght e 2aa6: See Rafter to Beam to Mkhael Maaina Architect All rights nenernd, no not t0 scal0 riot to scale, Laager 541, to Be. (face-nall) (3) led common Each Jolt L a Post Stropping Detail (S5) part of the plane may be reproduced lehaut the Joist to Ledges to Beam (toe-call) (3) Bd common Per Joist '(j Beveled Web expressed written consent of the architect Bond Joist to Joist (.ntl-na10 (3) led common Par Joist NAILING & STRAPPING at Band Joist to slit or Top Plate (tae-nail) (2) led common Per Foot N Stiffeners Required bean e, Both Sides Plate ° aRftc o ~ r t 1' \ I EXTERIOR WINDOW / DOOR HEADERS ROOF SHEATHING Structural Panels (see zone diagram) T e joist hanger (Required for all New Construction and/or New Additions) Interior Z.. Bd common 1T o... 2"x Ledger fastened Perimeter Zone Bd common om D.C. to wall structure NAILING SCHEDULE W : (Wood Frame Construction Manual) Gable wall Edge Zone 8d common 4' c.c. 08d Nails a SIMPSON STRONG-TIE e ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS CEILING SHEATHING m 'CS20' Coil Strap o D- over every stud Porch Rafter Field (8) Bit Nails Connection Notation Gypsum wallboard ! d ...1m T Edge / 10' ndd 14 Assembly Detail Rough A B C D E F WALL SHEATHING Opening Structural P.nals em common V Edg. / 12' need r to Field c it 'I'-Joist Roof Rafter to C+~ Porch Roof Rafter to CMG Common Rafter to er Dtl. 2'-0" 2 (1) 2x4 1 1 1 1 Gypsum Wallboard 5d ceder. Y Edge / to' Field Fied S4 Plate to Stud Detail S7 Beam to Post Detail JV Hip/Valley Rafter Dtl. 4•-0" 4 (1) 2x4 2 2 2 2 FLOOR SHEATHING (Subfloor) 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 Structural Ponds Roof Beam 1' or Less Bd common B' Edge / 12' Feld Field -(3) Bd Common Nails 8 (2) 2x4 or (1) 2x6 3 3 3 3 See Rafter to Plate to Greater than l" laid common s• Edge / B' Tole red N (4) 8d Nails Plate If cripple surds are utilized over utilized over at Each End of Strap 10'-0" 10 (2) 2x6 4 4 4 4 Stud Connection Detail NOW. Maximum wall height for 110/ 120 mph zone, exposure B & spacing o 16" a c is 14 feet, see pion for additional specification if applicable. a (B) Bit Nails suo second fir. header, ain top plate 0520 L~TN strap p train top plate to cripple stud a one 0620 Date : to cripple stud Wrap CS20 Strap Continuous 12'-0" 12 (2) 2x6 5 5 5 5 op.aln, framing requlremenl.). ,ro n LENGTH hewer A from cripple stud to header to header From Porch Bm. over Roof Bm. 1 1130/14 Issued for Construction SIMPSON STRONG-TIE 'CS20' Coil Strap m Back Down to Porch Bm. Notations r (4) Bit Nails over every stud (4) Bd Nails As Shown A. Number of 8d nails at each end of strappings I I L°wTM (4) Bit Nails B. Number of sill studs on the flat (does not apply to doors) A Notes: 0 N car J SIMPSON STRONG-TIE Load-Beorg Hallow 1. Sheathing As Part Of Shearwoll Segment (;SW.S.) Where Notes On Floor Plan, C. Number of full height king studs at each side of header Shall Be Continuous From Sill To Top Plate Or Adequately Blocked At Joints. oar Plan, ; CLEAR Strap I Joints. SPAN 'over awry Coil Fiberglass Column C SIMPSON STRONG-TIE p over every jack & king stud D. Number of 16d nails end-nailed through adjacent king stud to end B 8d Common Nails 0 6"oc Edge And Field. of header at each side 2. Hold Down Required At All 4 Comers Of Structure Unless Otherwise Noted. 'CS20' Coil Strop ° Noted. Q over every stud first floor (4) 8d Nulls -(3) 8d Common Nails at Each End of Strap E. Number of jack studs at each end of headers (assume double headers) E C Desi, gn Length Design Length Il 8 Length Provide strap for r Porch Girder F. Number of 16d nails end-nailed through adjacent jock studs to NG each lj stud when LENGTH multi lee ck studs when Post to Beam Strapping end of sill(s) at each side (does not apply to doors) I^ _ L (4) Bit Nails (8) 8d Nails p ir p p are required Ids Simpson H2.5 No. Date Description I ] Post III I1 F rrm Jost /~/J~Jii r~R N N (4) Bd Nails Post Base Project: CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS oI I Plywood Sheathing III , I pI 1 1 8d Common Nails 11 1 l Y,"x9y" Ivl hdr. Proposed 1'%"WiMh Places: (y)\/\~i~ ~I \~11~ ®6"oc Edge &Field • Minimum of 3 rows 10d (3" x 0.128") nails at 12" o.c. / Ip \II Ui RQ New continuous (2)1%"x9Y"Ivl hdr. Concrete Pier Addition & - II-II • Minimum of 4 rows fOd (3" x 0.128") nails at 12" a.c. I II 1~11''It Solid Blackin ~u 1 S I to Wal Stud S Wall Stud l S V FFit loorFWall Wall Stud S9 Header Opening ,II III for 14" and deeper beams g I --'a G-1 '%u^-11 I ~ i 1 ~ 1L.: 17 =~1~1~1 >dLa S15 Hollow Porch Column Renovation to Deck Assemblv Detail • If III ( 12d 4') or larger mils, the number Y \ i I1i l 1~1`~ ".l non III-L For of wiling rows may be reduced by one. 3Y2" Width Pieces: Hold Down (8) 8d Nails e Minimum of 2 rows Y2" bolts at ~foredet, I) SIMPSON STRONG-TIE Roof Beam John & 24" Ec. staggered /111111,1111171 (Q N 'CS20' Coil Strap }I over every stud SIMPSON STRONG-TIE -Parch Roof Rafter to Beam (1)l dmuYu.as,Tedw.nryavo anse e~ v v bin Wldm aliawl.......n.0A lor.IdsA de..- 'CS20' Coil Strap Additionalnailingorboltingmaybe Plywood Sheathing at Corneir Installation Detail Y/ ow:r every stud SIMPSON STRONG-TIE (8) 8d Nails Detail 'CS20' Coil Strap 8d Nails to Post Strapping (S5) Alexandra required with sidwimided multiple-member 0 O (B) Bd Nails over every stud tR beams. Refer to currant product literature. F m N Rim Joist Solid Wood Past Kapetanos Inside Hollow Column PSPNslu C (8) 8d Nails 7-Max aoob\eote (see floor plan) 455 Sound Beach Drive SIMPSON STRONG-TIE a P blocking Sow 'LTP 4' 'bast Mattituck, NY RPS2e MSTCSZ SHollow a epyce de far (5) Bd Nails dbl. top plate lass Column L et Town of Southold •J VIII ~~IIII SIMPSON STRONG-TIE (8) Bd Nails I) Bd Nails ase inside Suffolk Cou N ~~III I ~~III ounda ion III,,, I CS20 Coil Strap III over every stud 'Simpson H2.5 oAt hanger Column (see MI.) I (12) Bdxt-1/2" Nails (8) Drawn By : ap0 L II I Bd Nails O (8) 8d Nails stud ll' (5) 861-1/2' Nails we 9~ yri J.L. te Foundation V~ _ C9 V~ ATEROR PIPE RIDGE 1 O Wall Stud to S 11 Wall Stud to 1 Cantilevered Wall Stud ur tudChecked By 0 V Rim Joist Detail Sill Plate Detail V to Rim to Wall Stud Detail Detail MAM N~' gB0 r NF Nj „ m ATTIC 381.5 NS7 y as / N NS1 E STRAPPING INSTRUCTIONS : S16 Solid Post Porch Column IONS: to Found'n Assembly Dtl. Sheet Title: g ? m Solid Corner Post 1. All Strapping To Be 1-1/4' Wide 20 Go. Steel Go. Steel - BLOCKING 2 BAYS BACK ® 48" o.c. or 'Simpson' Equivalent CS20 (tolled strap) 1 strap) Strapping Details 2-16d Common 'SIMPSON' Unless Noted Otherwise. (6 STHD14RJ (House walls) kn 2. Use Stainless Steel Stra s k Fasteners or a+ nails 0 6" o.c. STHD Gara a walls p Bers or R U m C \ N51 ¢ SECOND FLOOR v a ( g ) Solid Comer Post-3 ~ t each Hot-Dipped Galvanized When In Contact tact - Nail Schedule HSSZ- S 1 a 3 rner unless with A.C.Q. Lumber. Beam to Joist Stropping z z 'SIMPSON' HDU5 rwise 3. Install Strapping For All New Construction. uction Simpson 112.5 (hot-dipped golv.) . U u Y LINES Blocking 5/8" dia. 16d Common And where noted an plans U HSS2-asosl s r BLOCKING 2 BIAYS ® Endwall Threaded Rod ils ® 6" o c 4. Install Strapping for Each of the Following: Blowing: (4) 8d Nails 1, detail, samW. NS11 ELECTRICAL WIRING BACK ® 4B" m. C. V r full length -Rafter to Rafter over Ridge xg stud -Rafter to Plate to Stud 7 see deck ledger - Framing Details e for attachment to house C s<z ONE #4 Blocking `m -Hip Rafter to Plate to Stud 'd Project: Job No. o / FIRST FLOOR C ' ; REPAIR ® Endwall cond floor `a Hey Rafter (4) 8d Nails 'Girder O FNS1 R\ 0 -Common Rafter to Hip/Valley Rafter r , iz r ° a ~v(v-et Q -End Wall Studs to Wall Studs ids Kapetanos 1353 Beam Strapping R ~I-SPN51M LOAD BEARING WALLIwiIh"VAC Chase) MSTC52 PSPN5U -Header to Jack St ud -Jack Stud to Rim Joist n H2.5 (hot-dipped galv.) Scale: File Name: 3 It -Wall Stud to Rim Joist As Noted 1353-Constrn A se RP52eZ BLOCKING 2 WAYS Cantilevered Stud to wall below aelow BACK 9 (D.C. 0 -Rim Joist to Sill Plate Drawing No. ~ SIMPSON' HDU5 / rst floor -Rafter to Ledger with joist hanger [ hanger o 1 Holddown Connection Dtl. ~ Holddown Connection Dtl. as -Beam to Post to Floor Beam Concrete Pier Plumbing, Electrical & HVAC Protection Guards Gable Wall Blocking Dt ng Dtl Ld -Rafter to Beam to Post u for first floor to foundation wall connection u for first floor to second floor connection E o -post to Pier (footing) am Deck Strapping A=3 not to scale not to scale H1 fl a -Floor Beam to Post u -Joists to Beam S W Assembly Detail Michael Macrina Note: Architect, (1) 2°x6" Treated Concrete to be Sill Plate 3,000 psi min. & air-entrained p P.C., A.I.A. Coated Copper between 59.-77 Termite Shield S' Sill Seal Insulation d A Anchor Bolts (1 (see Anchor Bolt Dtl.) ii P F Poured Concrete ~Jl Foundation Wall (8" wide) m A T Asphalt Domproofg -N To Grade +I B A F A-8 Provide 2"x4" Key E o ~ 21 Main Street A8 To of Foundation 2" Screed Coat Stony Brook, N.Y. 11790 match existing 2" Scr o 5 phone (631) 686-6585 (see note T) E Emil polyethelyne~ fax (631) 686-6786 Vapor Barrier email MMacrina@optonline.net ±28'-o" NOTE'T': o• • web MMArchitectpc.com (existing) General Contractor is to Adjust the m These plans are an Instmmenl of service and are j4 Rebar the exelnslve roperty of the architect. r - 1 .o Infringements of the concepts and design Ideas presented on these drawings shall be i oeecuted 3'-1 3'-0" Exact Height of the New Fnd. Wall S-g" 221-g" to Align the New 3/4" Plywd. Subflr. Compacted - to the fullest extent of the law. Cop}dght Pooh: of vent of vent with the Existing Subtloor. Clean Fill 4 - - Michael Macrina Mchitecf. hi right. ra+erwd. no Part of fine plans may be reproduced without the 16" expressed written consent of the architect 4 4 a I Space - cast iron or pvc sleeve Ad Craw Floor Typical A-4 A-4 _8"x16_' vent 1 2" Screed Coat 8"x16"vent _ _ _ _ (Foundation Wall r ~_F r over 6 mil. elarder -1-r vapor retarder \1 yne V 1 (IaP joints as required • ~ I I ) 1.. = 11_01. I i I , 1 over clean compacted fill, Bi i 1 j I i i _ 1 1 8" remove all vegetation g 8° 1 - 26'-8° 1 organic material I I 1 a m i 1 0 I I I m D c 1 I o I a E a m New I 16• o v o °a I I 1 1 - 3 y Crawl Space footing a ^ m'" 0 3 I c I I 0 0 PAN The Connection Instructions of the I : i LL a x rn (±32" tall ceiling) c 1 I I rQ 'c a n .%s _--y New Foundation Wall to the Existing Foundation Wall are as Follows : iv Exist' New 1) Clean the Exielfg Foundation of I I m align footing elevation Q y o with existing I i t any sell adjacent to the new c r i z w 36"x24 18"I 1 1) Drll a Hole B 24" oc. Vertically, ~ I I Q I j m l c P g _ 1 1 m c emn___ _1 d Large enough for a f3 Rebar. 3) install (1) k5 Rebar in each Hole II & Set w/ Epoxy Mortar. Dale _ sawcut new 36" i--- II remove existing dm wide access opening 4) Extend each Rebar 12" min. into r I I Pin New Wall to exisrg ' m joist at addition in exisfg find. wall i L______- VATION the New Poured Connate Foundation 1 1/30/14 Issued for Construction Wall. II I (see detail 2, same sht.) u 'o as required I I 1-4-L Foundation Wall. I li Typical ' n exist'g I II II x access I I l Connection MI. II I o rn II II To x o ~II6 Pane f E 15 I I M m I I I I N d n ; Ily I I li ex. MP Z New T TO Steel Column Not To Scale +I v I II I boiler p II on 24"x24"x12"deep J I w (unless noted otherwise) r -----11 I I r--- Poured Concrete Footing I I wl #4 rebars at 7"oc E.W. li I I I I II I I 31-0" O.C. 6" min. 12 max. No. Date Description Exist'g 2"x6" Girder I li ~i E _ C I __y _ _ -,I ExisPg 2"x6" Giber - - to remain to remain axis m e%lel'' exisrg TYPICAL TYPICAL SPACING CORNERS E E Project I I I ~ I I I pier g 00 Pier pier 1 II II +I LL o 10,_9. III card Proposed I I II I I ° ~ 1 II I in I ~ ~ I II _ m I I ' I Pin New wall to exist'g K E 3" sq. Washers & • Addition & 1 I I 1 ~J (see detail 2, same sht.) m o End Nut Setup 'Simpson' BPS%-3 I II I Typical hot-dipped galy. Renovay tion A W r P.T. Sill Plate 24" 24" " t26'-8" (see Found'n Wall DtL) v For I I I I 5/8" dia. Anchor Bolts a m II I I (Tvoieal) Ea 1 1 A L 1 1. E jonn & P.C. Found'n Wall ° _rn m m m o Z Q Typical Alexandra 9 m w NOTES: m~ oe 3 Anchor Bolt Dtl" Kapetanos ~ O O 0 0. R c ;o a 1. Double All Floor Joists Under Parallel o m r m Walls Above Unless Noted Otherwise. Not To Scala i m ya 455 Sound Beach Drive o °y o m ° `b 2. Utilize Steel Shims Only Under All Girders. 0 Mattituck, NY LEGEND: Solid Comer Post Town of Southold New Foundation Wall On Footing 'SIMPSON' Suffolk Cou top of wall (0'_0") 2-16d Common STHD14RJ (House walls) pay nails ® 6" O.C. STHD (Garage wells) Lower Top of Wall Drawn By µEp gRC1't TYPICAL PIER (see plan) J.L. ~A, 0v hq1 R^ 6"x6"treated post on 18" Dia.x T tall(unless noted otherwise) 4'-B' 4!-B' W 'g Blocking Checked By Poured Concrete (min.3,000psi) Pier on (equal) (equal) New Poured Concrete ® Endwall s _ Undisturbed Soil, min. of 36" Below Grade. Footing .i~ M.A.M Top of Pier to he flush with finish grade. Install Simpson Base (see detail) into of foundation _ ° s Q Concrete Pier for Post Attachment p~ B Detail Symbol I rar kaa s°~ ONE $4 Zg0 Jp a°~ a REBAR F N6'A A-B 4 A$ Required Hold Down Location cP~ FSheetTitle:dation Plar Foundation Plan 1/4" plan north 4 Hoiddown Detail - Details not to state 2z8 2210 Ibe CENTERS Project: Job No.: Simpson Strong-Tie Kapetanos 1353 LTB40 Scale: File Name: Detail of typical cross bridging As Noted 1353-Consan . not to scale Drawing No.: i A=4 Michael Macrina Saddle to be \ selected Saddle to be Door Architect selected Max. slope of 1:2 ~ Tile FI Tile Flr. o SubFlr. a; Wood Fir. mud base E P.C., A. mud base d Det of saddle A B 3"= 1 L Detail Black. A-8 A-8 326'-0" 21 Main Street (existing) Stony Brook, N.Y. 11790 1 ant unless noted phone (631) 686-6585 3 " 34'-2" 38'-8" 314'_5• 5 other otherwise on plan fax (631) 686-6786 of door of window & sink email MMacrina@optonline.net web MMArchiter:tpc.com these plane arc an instrument of service and are the axduel. property of the nrchilect. Infringements of the c nceots and design Ideas presented an me. dmwinga aholl be p-.w.t.d New (2)1 %'AYz" Ivl hdr. Vent Dryer To Exterior dbl. jack studs New (2)2"x10" hdr. Utilize Galv. Steel Vent to the fullest extent of the law. aapWlght 2006: Mlahatl Macrina Archltecl. All right. renerwd no new New FWG6068L expressed written consent of the architect. cantilever temp. glass _ 34" 60" H2 X-X x part of the plans may be repmduc.d without the _New _CN235 new cantilevered floor above e N A-3 :IN -yN 3l" A,3 -x~l e~ 02 M M 2 stacked Det; `y W35hln , C LL v li d w N sink machin Detail j f typical door amb at corner dryer N u 36' stove O O 3, - z m < 31. B'-1 "(hold) N 3 0 `o_ 1° 'O 318'-10" o en 2 m O 9 N New Z ° 1/2" die Machine Bathrm. #1 Z f ° Bolts v° rn ° a r islond~l o, Co run all vanity supply ' x the fir. lines in floor s ^ ° 36" 42' 24" i° new 22x10" ? ° 3 o li (4)2'x4" pas°.+ I) " A _ a R.a New (3)1%x9y" Ivl wl (2)1"x9" steal I 1° II do to nd, g'L hdc -to U° V'qS Us flltdh flu h beam (sea assembly detail) i II W- I ,'IN < ° 1 7 postfa E 36" M so let N I 0 v I y lab drain above a refiq S.D. r------- _ Steel to be pointed all sides Date with a rust preventor prior N N N \ I above I IL JII LL -1 N 1'-t IzI to beam assembly 1 1/30/14 Issued for Construction Q toilet i ' II o S; New 3"0 r 11 C.M. I~ Contnn of /waste hmnch a > x m ° branch~~ shove above dbl dbl. an ex. joist . ° "I s . - f~ ex. stair ex. outdoor tYP ail of typical dbl. steel flitch beam assembly o whic line is "tor is to I above New 2"0 I m m waste toilet tub dra Detail whicha "plumbing o11sa W 2 He v of shower enclosure line is to edrilled thru x m R a ` New 2"0 Not to Scale + 3 r Scale 0 New 3"0 soil stack New Eat-in Nlln w 80, n waste 8 tn +_1^ v 311 branch New 3'0 -I -CI9. 311°' 2y.' 44 ^ 3 42• waste bench Kitchen m fN (4)2"x4" existing z II= ; caaT=©=a ' n1 (new i post closet N (3)1aa'x9Yy' Ivl w/ (2) Y"x9" steel 2)2^x1 ^ ex. closet 0 0' T; °o exisfg o N +1 chimney plate flitch flush beam (see assembly detail) hdr. Y (4)2"x4' ex. oil 24' turning ; o post for sbtaGk ck m tank Expanded E New 3"0 S.D. 2 0 tO New 36" wide Direct Vent lu' u a soil stack aXVS r„ t S No. Date Description Gas Fireplace Install & w Family Room _.M I E DL Project: vent as per Manwf, specs. $ 0 c I g Exist'g d1° o iN d a) g vlentt +CIg' - Bedrm. #1 Ex. 150A 4 _ m CIg~. W o existing % 8 m 3 +t E.P. Existrg Proposed Stara a Z Addition & v . a o. 1° 316'-1 11'_0' existng 31. g- 3"0 3"0 s t 38'-11" 38'-11" (hold) 2 m 34' 9 " Renovation (equal) of door ~ (equal) atch h app app. . side) exisfg opening LEE nl thru roof vent thw roof Roof L (typ. all vents) m E , L (typ. all vents) m a ridge ! (m exisfg hdr. a ,y„ 3 3 \bove - _ New C12 For New 3"0- 3"0 +i Z z 'u n I d I _ ~ I meter Bathrm. #2 ~Vent vent Stack New 1 0 I r 1_venf Bathrm.#3 a~ a ist'g opening New (2)2"x8" hdr. Ne (2)2"x10' hdr. i° ezisl'g cantilevered exist' John & 3"0-4 3"0 I 1-3"0 I , I LL 9 hdr. LL I New 36"x80" a _ New TW34410-2 ___z Ti floor above rr F New-M4410-r - I~L` ne w I r vent I vent Stack I I vent I o Alexandra i 1 ven i Existing m lower sill framing as reqd landinghollow box hollow box~I x ste ~beam above \ 2"0~ i vent vent vent beam above T p Patio on Grade -0" I Ltv. I . Ltv. 3 m III II Tub ' Tub W.C. I W.C. ii z zIl Ilz ii Window Specifications Kapetanos 2°0 I T2..Os Second Floor was a e (3) 2"x10" Law beam (3) 2"x10" Law beam (3) 2"x10" Law beam _ All windows & exterior doors 455 Sound Beach Drive settapat7'-7)a"A.S.F. se[top a[T-7Ys"A.S.F. set [opal T4) A.S.F. - are to be 'Andersen' 400 series Mattituck, NY I 10" Dia. HI Fiberglas 10" Dia. HB&G Tuscan Style Fiberglass Split Column Colun Columns (4) typical of window - vinyl clad exterior Town of Southold I 2"0 over 6' over 6"x6" P.T. post of column of column ±3-2;- f3•-21" Install all strapping from 9'-4" (color to be selected) vwsfe 2"0 3" New I 3" 70 waste Install all waste waste waste waste Kitchen 2"0 vent 1 New beam tail beam above down to pier. (equal) (equal) - WE Insulated glass Suffolk County (see detail 8-16 on sht. A-3) insect screens Drawn By e9 r- - T - 2-m Bathrm. #1 (see detail 1'-~-Uenf 328'-D' 36'-5~ h 2"0 3"0 (existing house k covered patio) (existing) ~.ARa C - standard hardware r~ nt-4 vent T ~ve (finish to be selected) 2-0 Sink I I 1 vent-- - 7/8" simulated divided lites Checked By: yr, v M.A.M + _ - consult with homeowner regarding a break I Lay. WC° Tub q B A-8 A-8 interior finish 'q znE A NEVI T----t- First Floor 0'W' W'M' eo ; Sheet Title : '"0 q) First Floor Plan F.A.I.~, \ \ waste 2"0 -Ti waste 2"0 22 t waste 3"0 2"0 waste First Floor Plan 3"0 waste plan north 1'4" - 1 "-O"" Floor Plan Legend PLAN REFERENCE NOTES _ Details Stack G.O. PLUMBING NOTES: STRUCTURAL POST ¦ 48" wide x 24" deep x 36' tall Vanity (MIN. (2)2x4 U.O.N.) A? Counter top to be selected by owner ~c.0. Ex 4"0 Waste Line 1. All plumbing work to be installed in strict TALLER / LOWER WALL C © (1) 14' deep shelf set 68' A.F.F. & Existing accordance with all state and local codes. metal rod set 2' below shelf To Existing Hauee Trap Ex 4"0 Waste Llne 1/4' pitta 2. All Soil Plumbing Lines which need to run NEW WALLS d+. r © 30"x60' tub to be selected with: Sanitary System Ile pitcn Perpendicular to Floor Joists shall be located EXISTING WALLS -Curtain Rod as close as possible to Center Joist Span -Secure the water supply riser from project: Job No. the shower valve to the shower head to maintain structural integrity of joists. ABOVE SUBFLOOR A.S.F. to the permanent structure. Kapetanos 1353 1 Materials for water supply & distribution sysltems, SOFFIT / WALL CABINET -Shower to be equipped w/ per tables P2904.4.1, P2904.5 & P2904.6 ABOVE ABOVE pressure balance control valves. Scale: File Name: 4. Materials for drains, waste. & vents, -Surround to be tile over 1/2" cement bd. As Noted 1353-Constrn A DETAILED SECTION X Drawing No.: Plumbing Riser Diagram per tables P3002.1 & P3111.3. 5. All vertical stacks are to be cast-iron or PVC. A-11 not to scale 6. All Vents thru roof are to be WO PVC with fllashing. TECO = INSTALL SIMPSON STRONG 7. All exterior hose bibbs are to be frost-proof Itype. TIE JOIST HANGER A=5 Michael A 8 AA A-8 Saddle to Saddle to be Door M a c r i n a selected selected Max. slope of 1:2 Architect Tile Flr. -I Tile Fir. SubFlr. t28'-0.. E A B (existing) _ wood Fir. ? P.C., A.I.A. A-8 AA ML mud base = - 5-11" 14'-3' 7'-10" Q of windows & bedroom of windows & ridge above D 2"x10" overfi'ame R.R. Detail Blockng of sadtlle at 16"oc Equal Equal 2'-0" of ridge & window below t21 Y2 " Fascia roof rafter f21Y2.. Fascia Overhang Overhang 12" Rake Overhang (3)2'x10"hdr. (3)2"x10"hdr. / 21 Main Street TW210410-2 TW210410-2 Double To Plate egress window ~ egress window, rouble Top Plate Itnoted Header Stony Brook, N.V. 11790 131 _____-J _---_-J,--___ _L-C 0"unless phone (631) 686-6585 II r------'- I I I I 'O I I O ` closet i therwise fax (631) 686-6786 0 0g ` sloped ilin f rigid insulation email MMacrina@ optonline.net L +k{{ 92'a mQili L RY : m 7 2 \e / Y----- f1D`Yt 3 il3> +4' 1-~____ ±13`-6}`____-( f ' H2 yll blocking behind web MMArchiteclpc.com all headers These plane ore an instrument of ervice and are H2 - 24 \ I' sloped ceiling the emkieiw properly of the architect. 51" 5 AJ I I I Infringements of the concepts and design Ideas Window Head presented an thew drawings shell be prosecuted 0 II, I,----,I s p II ) is el a N I I I I I 6' W A.S.F. to the fullest extent of the low. Copylght 2006: I I Michael Messina Architect AU rights reeerwd. na I I, ad N III 11 ON ~ I I oo- New e~ R LL unless noted otherwise port of the plans may be reproduced without the expressed written consent of the architect N xo N m o r I I III N k~ I I _3 New Bedrm.#2 Y I I, r In g,.g^ X Bedrm ; 1'F"F +i Detailwitypical sac- fir. wndow Fleadar li m z III s z n~' I Q . unless noted otherwise jl 1 n`---- J I + N III Y Sr---- rl I ell a tray clg. close[ '1°' iV m g~ o (})1 /'xt t ' IV] / f 3 5 .reY cl (2)2"x10" O `a t _flush be m r z m 16 9 a 16 t~ new 2"x4" knee wall at Irll a I hdr. I~ 0 ~y 16"oc to support ex. R.R. `ii it Velux fixed skylight N N. 16"%16" 48' fYt1k. !8'-1" 'MT v s o c ` a 30x8p" CIO. o Bui Building Siding Q 2 (Deck mounted - FS model #Mi existing _f Paper i N ,i l i a I- ~jI unit size = 30-1/2" x 38,318" (3)2 (hold) of rn N Pa m x6 nO ( 3)2"x4° ^"In+ m -a new flush ceiling beam below li (r.o. = 30"x 38") 'iTl - I7T/ZZ(7~Z1~~JIIT~j~~zJ~ See installation details, sht A-8 o post post m (see second floor plan) r k1, 1 1h 's .a o E? ?e.~{~ linen B c% II II O s New ° a a 0 ,b « 30x60° t Bathrm. #2- tab E.P.D.M.- N li li li - Exist'g 2'x8" R.R. E.P.D.M. Roofing N r~ IV aw 2"lick 2' rigTJge board li to be cut back to m e %2 file flr. t9 -8" 3`" 39" 3" 20" Roofing F w n y (hold) - Iti c o a > N new knee wall IF of skylight r_______________r j g•_3.1 ° 40"(hold)3" ' t6,-1 . 3"S.D. E_ 1n~ ex. stair ~I 3/4"P.T.- n O closet ? Ply. 3/4' P.T. Ply. New 2"x10" R.R. I I li i I I, i i i i I i II at Woo IL _ JI ` JI I -I, 4- z O C.M. L- E L___ (2)2"x10" hd_r. saddle 28 x80"- - - - _ Ripped V~ Date li 7 I I Fa Ji Ripped ro o exis saddle t'9 hdr. axis 9 ' nor 2°x N Ze+O 4" P.T. i~ (2)2"x10., n new Furring 2"x4" P.T. Rake ~N ew 2"x1I flt voTiey sl ep er1 ,I r. Furring 1 1/30/14 Issued for Construction N li Overhang \axist'g 2"x10" ridgei r'•• match exist'9 ~°v = exist'g hdr. m chimney Bo, o'+ I (z)z hdr. ^x10" 13'-6" New ~o Run new 100 CFM - li Bathrm. #3 BathmomExhaust n +I o`er New 2"x6'• R.R. r-- board to remain ^ +2y p r roof itch Ihm roof or thm wall wall S.D. Clg. file fir. Floor at 16"oc (4•) 1 ) existing * D (10:12 pitch) t ii j zo II 0 Del fV [V II 5 " ri }9'-82" 3 " flat ceiling t17'-1" 5 " I IC I m N I j 0 r' N ~ ~I N I\ I I m EXlsting roofs! . v o a Existrg 3 Detail of roof deck at wall „z.. _ ,._o.. l li i w E $ eQm m . ~Si 'uj w ILj froming belolk a „ Bedrm. #3 y r' ~o -y orb 11 T 12 t m .3 n 10,_0„ Existing z w flatalg. Loft Space J 6' Rake 0 I= Overhang existing 5" No. Date Description O % - patch existing skylight 4v 2'0 "-ove "eR. :,~.:'29r19.nve me .R. o enmg wl 2"x8"R.R_ at 16'oc, teco to ex. ' vaulted ceiling unless noted ° li : at 1810 al 16~oc headers install new sloped ceiling otherwise on plan Project li ° 3 R-19 batt. insulation + m 777L Proposed -exiefg~xisfg ? do ~zisCg~xi Rtg Addition & N m u I I I - ~ LJ L~------- -----7--J I`. I I r1,1 -New-(_1)Z 10"-hdr. j 18" Fascia Overhang 18" Fascia Overhang Typical Roof Deck Construction over Garage l- New---- _FTCI 5/4'x6" Decking set level 12" Fascia 2" Fascia Overhang Overhang 1 O•' C7Vh"' - --Mull- MX1 X Renovation For _NavvF rnru6g68APl - over tapered 2"x4" P.T. Sleepers at 16"oe - nvwr nitnhwd EPDM Rnrdina SV d.m at gable roofs J ~B"1alYdg= over pitched 3/4" COX Ply. Sheathing over tapered 2"x furring _ over x floor joists at 16"oc (pitch roofing to gutter as shown) Detail of typical door John & jamb at corne 1 of door 1 1 (see detail'3', same sheet) . !±4 .4 39'-1 51 -4 44,-4," 538•-g" 3 2 328'-0" 43" r Alexandra A B A-8 A~ Kapetanos (existing) 455 Sound Beach Drive Window Specifications Mattituck, NY Roof Framing Plan All windows & exterior doors 114.. = 1._0.. A B are to be 'Andersen' 400 series Town of So hold A-8 AB Roof Plan Legend: y - vinyl clad exterior Suffolk Co o+ (color to be selected) plan north WALL - LoE Insulated glass Drawn By : y ¢a~o ARCyfT BELOW ROOF 12 Second Floor Plan - insect screens J.L. W~ CR 1 /4" _ 1 .-Q.. INDICATES ROOF PITCH 7qX - standard hardware Checked By: n > BEARING WALL JJ~I7J_~I7J_! (finish to be selected) M.A.M r BELOW ROOF - 7/8" simulated divided lites A e ab +0 plan north INDICATES AREA OF - consult with homeowner regarding a fit N DOUBLE ROOF FRAMING interior finish Sheet Title INDICATES POST BELOW Floor plans INDICATES STRUCTURAL - - - - - BEAM BELOW ROOF Floor Plan Legend _ PLAN REFERENCE NOTES - Second Floor INDICATES SEQUENCE STRUCTURAL POST 48" wide x 24" deep x 36" tall Vanity Q Counter top to be selected by owner - Roof Framing OF ROOF FRAMING (MIN. (2)2x4 U.O.N.) TALLER / LOWER WALL B? 30" wide x 24" deep x 36" tall Vanity Counter top to be selected by owner NEW WALLS © (1) 14' deep shelf set fib" A.F.F. & metal rod set 2" below shelf Cut Roof Sheathing Back Each Side of Ridge Board EXISTING WALLS Project: Job No. Ta All for Air Passage ABOVE SUBFLOOR A.S.F. ?D (5) 14' deep wood shelves to be painted Space shelves equally Kapetanos 1353 SOFFIT / WALL CABINET L E 30-x60' tub to be selected with: Scale : File Name ABOVE ABOVE -Curtoin Rod As Noted 1353-Constrn A -Secure the water supply riser from the shower valve to the shower head Drawing No. X DETAILED SECTION A-11 to the permanent structure. Typ. Detail ofrr ritloofga ea E3 t fo vent -Shower to be equipped w/ pressure balance control valves. A=6 TECO = INSTALL SIMPSON STRONG -Surround to be tile over 1/2' cement bd. not to scale TIE JOIST HANGER Michael Ivew, rain cap rvew ram cap 3" thick bluestone cap 3" this 3" thick bluestone cap Typical Rake Typical Roofing M a cri n a Existing brick chimney EAstl Existing brick chimney y 1"x2" trim board over e selected Roof Shingles to b Architect , to be raised as required to be to be raised as required o 9a 1 "x6" Rake Board over to he selecteected by owner er :n E Wrap ex. chimney w/ new Wrap Wrap ex. chimney now _ _ M Q 2'W4'sub-rake E cultured stone veneer New Cant. Ridge vent over 30# felt paper cultured stone veneer culti to of new ride to of new rid e over 1/2" CDX Plywood Sheathing ? P.C., A.I.A. 20" dia. Vinyl = Eave Protection Decorative louver _ Install (1) Layer of Ice & Watershield (self-adhering d 16" dia. Vinyl s _ to of new reverse polymer modified bitumen sheet) from the eaves edge to a point at least 24" inside the exterior wall ? - - New Cant Ridge vent oh Decorative louver 1 ,2 gable ridge board 12" ti o 12" line of the building. 12" oh - oh - ® _ match oh M%~ 12 exiV Ventilation '1tch O Install blind metal step Hashing m Provide continuous ridge & solfit ventilation m 1 2 ~ 2 _ +g - ma ~ at all wall to roof intersections ~ Low Sloped Roof Protection (2:12 to 4:12 pitch) I~? match Install (1) layer of ice & walershield over the plywood exi fa - - - - exist' Install blind metal - - - - Hashing at all wall - - 1"x6" frieze board under sheathing instead of the 30# felt paper. _ to roof intersections _ _ _ all rake overhan sj Fasteners All Fasteners are to be corrosion-resistant with a 21 Main Street (typical) minimum penetration of 3/4' into the sheathing. Stony Brook, N.Y. 11790 °h of return- Use (6) fasteners for each shingle. phone (631) 686-6585 second fir. late secondfir. late fax (631) 686-6786 Typical Siding email MMacrlna@optonline.net window hd. I - _ _ ICI 1"z6" Frieze Board web MMArchitectpc.com (match exisPg) - - ® - _ _J ex. ex. ch t21 oh ex. ex. 12" 12' ex. ex. over 514" pack-out t v - ® ® Sr tur. - Certain-Teed Vinyl Cedar-Impressions These plane are an inatmment of service and are rho Double 7" Straight Edge Perfection Shingles Infringemuents of the concepts and architect design bases oh nt New 4" Vinyl Comer Board color to be selected by owner presentee an these drawing, shall be prosecuted n - - - - (typical) to he installed as per manufacturer's specifications to the fullest salient of the law. Copyilght 2006: Mkhael Marina Architect. All rights resarved, no - * .x _ _ - _ - n w, - - - - - 36" tall railing ~ y New 36" tall railing m d tall railing over T ek House Wrap of the plan. mitbe repraducetl Ithaut the YV expressed earthen consent of the architect. E 1 - - PPP over 1/2' COX Plywood Sheath'g - ne - z~ Comers 12 3-1/2" wide vinyl comer boards - yip. gutter - - - - - - - - " " _ - - - _ _ _ _ second fir. subtlr. 3-112" wide lineals at all windows second fir. subflr. _ _ _ _ _ - - 6" - - - typ. gutter and doors first fir. plate - - - oh fireplace ph flreplace plate ht 10 first fir. plate Coach Lights 24' 7'-10" A.S.F. Provide Vinyl Light Blocks at all exterior wall lights. cant. _ 6" - - 12" oh finished cantilever oh - - o -19'clia.fiberglass J., Gutters soffit to align w/ new i T' dia. fibergl 2"x6" dock joists Tuscaolum split column - - - ((Tuscan-sty (Tuscan-style) - ne I All Gutters are to be 5" Half Round Aluminum All Leaders are to Round Aluminum d Mil.shm9p Entrance Doorto b mrance Door to be reviewed - Wrap porch beam v with owner prior to ne ne 171 n w' 'Simpson' Bungalo i[h owner prior to ordering n n 'AZek'81"x6"botto 0 color to be selected by owner v set aolumn base Model # 7234 Iimpson' Bungalow Series recess hot. wrap 1h lodel # 7234 side wrap Flashing - - _ _ = - _ - _ - _ over patio pavers Species: Fir pecies: Fir subflr. over new p.c. piers Size : 36"x60" first fir. subflr. - - - ize : 36"x60" n - For all Horizontal Wall to Roof Intersections, Install Metal Coil Flashing. For all Sloped Wall to Roof Intersections, Date I I E E I I I I I 1 I I I I ~ I I I Install Metal Step Flashing. new stone New Cultured Stone veneer o i - New piers-_t I -E landing I Belo piers-~~ i to be selected For all Masonry Chimneys, Install 1 1/30/14 Issued for Construction r 1 r---------- 11 L -I I I °i c i by owner owner & 6 installed as per n E i i below grade i E 1 "x6"'Azek' below grade b Copper Step Flashing I I I i kick board r I I I manufacturer's specifications I i i I i I set watertable to underside Ali n footing L Align footing I L__J L__J L__J L__J L__J of window sill All Window Drip Caps to be Aluminum Now Foundation }I Exterior Trim Boards Left Side Elevation west Front Elevation north Material All Exterior Trim Boards are to be'Azek' or equal. 1 /4•' = 1 ._0.. 1 /4" = 1 ._o.. Installation Install as per manufacturer specifications: -Install 2 fasteners per every framing member No. Date Description for trim board applications. Project -Install over flat, solid substrate. -All 'Azek' Joints are to be Glued with'Azek' adhesive Proposed -Utilize stainless steel fasteners Exterior Painting Addition & to of new rid e ridge ph t° of new rid e Typical Rake Renovation 1"x2" trim board over - 20" dia. Vinyl Color to he selected by owner. TIAW Rake Board er ov - Decorative louver 9, a Proposed Addition 12 2"0' sub-rake 151 G oh 'Azek For M 711 1 new skylight new m Exterior I nm boards are to oe Plneo a ralnteo. Q Utilize a minimum of two mats of a 100% latex- John « 1"x8"frieze board under - l top all rake overhan s gabl t of new reverse gable ridge board acrylic semi-gloss with a Light Reflective Value (LRV) 18" cl a. Vinyl m' of 55 or higher. Alexandra 12 k/sf in Decorative louver 12 a 8 - - - - ( ~oa~iJne - - 8 0 I I - r Kapetanos of f ridge 1"x6" Fascia Bd. & window - _ I 455 Sound Beach Drive Mattituck, NY second fir. late late second fir. late window Ihd. hl. window hit. hl. Town of Southold (match exist'g) 1"x8" dp. a Frieze Board ±21)r (match iexisfg) 18" oh over 5/4" ackout on Suffolk Count " _ Vinyl bead lod. _ soffit at all l Drawn By : v O AItC _ ® ® - - overhangs a -7- oc is ~ m r- J.L. A. ~4cf to ne ne - ne ne _ x6" Frieze Bd. Checked By ex ex _ - _ - na over 51 pack-out _ ex. M.A.M * D' second fir. subflr. subflr. second fir. suhfr. NI o lay Joe first fir. plate rte _ 24 NE'N cant. Sheet Title Vinyl bead bd. - 4r ® - _ - - - - - i _ I ? L _ soffit at cantilever _ Elevations - existing outdoor - l? n n - v Ext. Specifications shower first flr. subflr. bflr. [rtI - L - - _ _ _ first fir. subflr. new i I ~ Project: Job No.: existing door i i felopted i I M E 1 Kapetanos 1353 rL------------------------------------------------------------------------- Jl ---------------------------Lr------------------------ ______L_____ _________________J ~ L______________ __________________________________________________________J Scale : File Name : Align footing As Noted 1353-Constrn A Drawing No. : New Foundation Right Side Elevation east Rear Elevation south 1 /4" = 1 "-O"" A=7 - - - Overhang" Michael see roof plan Roof Sh Roof Shingle Install Rafter to Rafter Macrina Ice &W Ice It Water Shield Strapping over Ridge (S1) underia, undedayment for all new Roof Rafters Architect, New 2"x12" ew x10" R 1"x2"Ti 1 "x2" Trim Board to of new ride - - - Ridge Boanl N New R.R. at ies a 2"M" collar ties at 48"oc (8') 13 P.C., A. LA. install GS20 coil strapping from new ratter to ex, rafter, & a Roof Rafter N N 1"x6" Re over each rafter. Install a min. 1"x6" Rake Board New 2"x10" R.R. 2",:12" valley plate of (3) 8d nails into each rafter. at 16"oc (2,V length) \ 5/4" Blocking L Vinyl beadboard soffit E;iIsPg 2"x8" R.R. Exisfg 2"x8" R.R. 'to remain existng to remain m ridge i 1 2 1\ \ Exist'g collar ties 2 match tdmt R.R. I "x6" Frieze Board exist'g back to new+$ packbut with 5l4" block'g Install Rafter to Plate knee walk New 2'x4" knee New 2"x6" C.J. wall at 16"oc over New 2"x6" C.J. to Stud Strappi g (S2) at 16"oc (1Z length) new beam to at 16"oc (12' length) support ex. R.R. y 21 Main Street 214" h'° hr °n Flush beam _ 18" 18' Stony Brook, N.Y. 11790 ah (see sec. Or. plan) oh oh extend existing rafter tails to achieve overhang phone (631) 686-6585 TypicalSiding second fir. Plate depth specified w/ 2'x4'x6ft outriggers sintered fax (631) 686-6786 leco to each existing rafter email MMacrina@optonline.net window ti. lit Exisrg 2"x6"R.R. web MMArchitecgm.com Typical Roof Deck Construction over Garage These plane are an Instrument of saMce and are (match exis~g) to remain 514"x6" Docking set level the exduelw property of M. architect. Typical Rake Detail New P Existing over tapered 2"x4" P.T. Sleepers at 16"oc presennted on Massed. wings shall ne dgn Ideas s Bedrm. #2 Batn New #2 Bedroom #3 over pitched EPDM Roofing System to the fullest extent of the law. Copy Plghle2006: over pitched 3/4" CDX Ply. Sheathing Michael Mocrina Architect. Ali right. weerved, no 3" = 1 "-O"" „v tapered 2"x turdn part of Me plans may be reproduced without the over g expressed written consent of the architect over 2"x6" floc rjoists at 16"oc Install Stud t Rim Exisrg 2"x10" F.J. (pitch mo ing to gutter as shown) (see detail'3', sheet A-6) to Stud Strap ing (S12) AI ign to remain second fir. subfir. 36" tall dg. first fir. plate rL t teco teco tern teco taco Men- 1 "x8" tdm board 24' b ocldng New 2"x10" FA, Flush eaid' - lusti beam can . - at 16"oc (14' lengtf) (see first r. plan) . (sees first Or. plan) install C$20 coil strapping ' - Exist'g2"x10" F.J. from new-rafter to ex. raft'a New "x6" P.T. F New "x6" P.T. F.J. Law Girder at 16 oc (8' length) (see first floor plan) /Roof Rafter / Ice & Water Shield from fascia to 24" past inside face of wall Tom fascia to - over each rafter, Install a=at 18 oc (e' lengtl -to remain of R - E face of wall _ New Eat-in (3), d nailsinto each ra or. I E vinyl bead board soffit v Kitchen q _ Expanded n a E-2"x4" Soffi - Half-Round Gutter If-Round Gutter -_'Family Room o r 15 - Fmm'g at 16"oc o° 1 "x6" Fascia Bd. New (2)2"x6 F.J. 1" Fascia Bd. Install Stud to "aC16"ac=(12' 1 ngth) Align - Sill Strapping (S11) Vinyl beadboard soffit first Or. subFlr. - -TT- i 514" pack-out I Existing 2"'x6" F.J. Existing 2"x6" FA New Crawl remove existing Existrg torermain to remain Date 1"x6" frleZe board I .S aCe rim joist as necessary exist'g girder for new F.J. Crawl Space 1 0 1 1/30/14 Issued for Construction Typical Siding 1 I E I I A-4 Poured Concrete Slab Exist'g foundation - Exisfg foundation (see foundation plan) wall and footing wall and footing I I I I overhang L__J (see mof plan) A Section thru main roof structure 1/4.. = 1._0.. Typical Flat Eave Detail is 1-1/2" = 1'-0" plumb-cut fascia No. Data Description Project: Install Rather to Rafter M k Strapping over Ridge (St) for all new Roof Rollers gyp. New 2"x12" Proposed Ridge Board New 2'X10" R.R. Addition & to of new ridge_ IL _ - _ - _ at 16. 2'x12" valley plate Renovation Shingl. New s light install CS20 coil strapping from new rafter to ex. rafter, & (sae roof plan & installation d ils) ^x10" hdr. over each rafter. Install a min. (2)2 For ~II\c11-I of (3) 8d nails into each rafter. U Itedongumm,"Id Fa `l~gm p ealep(pflosbQng 12 (2)2"x10"hdr. 4 Exisrg 2'x8"R.R. to of ride ch _ W to remain Exisrg 2"x8" R.R. 16 emseg to remain at) VELU% EDIL New 2"x12" Ridge ridge John & A m saddle Renting m B B VELU% EOL Sill FlasM1in9 6°' k Underloymbent 6 cG & 1,2 o - 12 y~'` remove exist'g (2)2"x19'hdrt. Exist'9 collar ties Alexandra roof mkere as red ^ match accommodate for Sheathing Install Raft rto Plate - exisrgnew skylight opening to Stud Sir. pping (S2) - da~2 2"x4' ledger Kapetanos BASIS OF DESIGN' 21' - t 18' II VELX vs oh - New 2"x6" C.J. Dbl. hdr _ oh 16• 455 Sound Beach Drive oh extend existing rafter tails to achieve overhang u mm Venting skylight second fr. late at 16"oc (12' length) depth specified w/ 2"x4"x6ft outriggers slstered Mattituck, NY ? VT kk`1 to each existing rafter New window hd. it Existing C / (match exist'g) Bedrm. #4 - FI i _ Loft Space Typical Roof Deck Construction over Garage Town of Southold 514"x6" Decking set level Suffolk Co ty ELEVATION \ over tapered 2"x4" P.T. Sleepers at 16"oc ,KA 6 mm Mae. VEW% EDL Flashing ~t New over pitched EPDM Roofing System Drawn By : Untlerlaymanl 1/4' Mos. Head.. or blocking VELU% EDL Hard Feeler, Undadoyment rs ns,ired per' code(s) placetl between urdami,mert Bathrm- 1 over pitched 314" CDX Ply. Sheathing D A rte over tapered 2"x furring BASIS OF DESIGN: Nola 1 k 2 \ Insulate carefullly un WsM1in9 tletloyment .ry 3/4" Plywood -i#3--- over 2"x6" floorjoists at 16"oc J.L. U,v r A Mq T~ VELU% VS 51Lp UX ED' round skylight Venting Skylight testing Asphalt shingle Tight joint between Subfloor to be glued (pkch roofing to gutter as shown) Checked By: 7 y finish groove and & nailed to joists - (see detail'31, sheet A-6) y VEW% EDL MImItt finish material Step Nomura sib \ Ali n MA.M y. Undetlaymenl second flr. subflr. --7 41 86 JD Q- Note 1 l4 2 Shealhln first flr. plate _ _ _ r- Exlsfg 2'x10" F.J. to remain Install Stud to Rim b eking New 2"x10" F.J. 1"x8" trim board NE`s T~28 6" C.J. Low Girder to Stud Strapping (S12) 24' at 16"oc (14' length) New 2"x6" ledger board N w 2"x6" C. can . to be secured to each wall at 1 "oc (8' lenp length) (see e first floor plan) Sheet Title " dia. x 4" lag bolts _ E/11 stud w/ 3/8 New Tight joint between finish BatNe #1 Hall at 16"oc staggered top& bottom E vinyl bead board soffit Sections 0 groove and finish material r a IreWollan SECTION A-A 3/4" Plywood Existing o 1 Subfloor to be glued Bedrm. #1 o° Vo or barrier Finish material 3 & nailed to joists J3 Install Stud to at1 (12'ength) Align first fir. subflr. Sill Strapping (S11) V GENERAL NOTES r Existing 2"x6" F.J. Existing 2"x6' F.J. New Crawl remove existing Exist 9 to remain to remain 1. Wrap frame in ZOZ 216 adhesive underloyment included Crawl Space exisfg girder Safe omjoistasnecassary Project: Job No. IneulaHon wIP VELX flashing. 2. Underlayment to be folded up against all sides of skylight. for new F.J. _ o Kapetanos 1353 3. Vapor bonier should be dead to avoid moisture. 1 n E Scale: File Name: Vapor barrier Nate 3 SECTION B-B Blocking regalred A4 J~ Poured Concrete Slab ExisPg foundation Exist'g foundation P aide(s). (see foundation plan) wall and footing wall and footing As Noted 1353-Constrn A L__J Finishmaletal arundsh.ftfully Skylight Installation Details Drawing No.: B Section thru main roof structure A=8