Loading...
HomeMy WebLinkAbout44393-Z N OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST .,1LDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL:765-1802 , Survey PERMIT NO. Check _ Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved _,20 C Mail to: Meryl Kramer Architect Disapproved a/c PO Box 1600,Southold,NY 11971 Phone: 631477 8736 .......... — ( t Built'ng Inspector APPLICATION FOR BUILDING PERMIT NOVi Date November 1 ,20 19 . j ( INSTRUCTIONS a.This application WST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to-scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ighal re o a p&ic t or name,if a corporation) Po (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Architect Name of owner of premises Christopher T.Crozier (as on the tax roll or latest deed) If applicant is corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1050 m ArshamomagueAve Southoldm__ House Number Street Hamlet County Tax Map No. 1000 Section 66. Block 02 Lot 27 Subdivision ___mm Filed Map No. _—Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SiVe Fa r l ly–REsidentic l b. Intended use and occupancy Single Family Residential 3. Nature of workcheck which applicable):New Buildin X-Pool House ( g tdition Alteration Repair Removal Demolition Other WorkYYYY4 4. Estimated Cost---- $50,000 Fee (Description) (to be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1,total all floors If garage, number of cars. : NZA .. 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N/A Existing Sing.-Fam. House - 7. Dimensions of existing structures,if any:Front 46.0 Rear 46.0 Depth_ 34.5' Height 28.4' Number of Stories 2 —_ Dimensions of same structure with alterations or additions: Front N/A Rear N/A t Depth N/A HeightHH N/A Number of Stories NZA 8. Dimensions of entire new cons ucticooi_Front -. 15.0' Rear 15,0' ?;—Depth 12.5' Height 112, Number of Stories 1 9. Size of lot:Front 117.75' Rear 116.00' Depth 102.79' (N) & 82.59'(S) 10.Date of Purchase 1/10/2018 Name of Former Owner Lista M. Cannon 11.Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law,ordinance or regulation: No 13.Will lot be re-graded— Yes Will excess fill be removed from premises: NO 14.Names of Owner of premises ChrlstOpher 6.crazlr Add:ress97s Diet Dr,Greenrart„NY s1s44Phone No. 631765-5054 Name of Architect Meryl Kramer Addre-ss'o Box 1600,Southold,NY 11971PhCki7e NO• 631477-8736 Name of Contractor kddress Phone No. 15.Is this property within 100 feet of a tidal wetland?*YES _NO X • IF YES,SOUT140W TOWN TRUSTEES PERMITS Ni;1 ''8E REQtJlRED 16:PfoVide•survey;to scale,,Witli'dccurato°foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF N ) _. ” 4 _' being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ONNIE D.BUNCH (S)He is the Notary Public,State of New York -- m rwkrl.C1] llsl. (Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk County 0Tr Jnj%Rior4 EYraireF Anril 14. ^. /r of said owner or owners,and is duly authorized to perforin or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of liis knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before met ks day of 20\`"1 Notary Public ]AS- eturef Applicant Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. November 1 , 2019 New Construction: mmmmmmm Old or Pre-existing Building: X (check one) Location of Property: www ..........._1050 Arshamomaque Ave Southold House No. Street Hamlet Owner or Owners of Property: µµChristoijhwewr T. Crozier Suffolk County Tax Map No 1000, Section 66. Block 02 Lot„ 27 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: _. Underwriters Approval: Planning Board Approval: Request for: Temporaa°�er°tificate Final Certificate: „ (check one) Fee Submitted: $ 10, licnt Signature M E R Y L K R A M E R ) 60 H0RTO NS I ANF POS O?FICE BOX 1600 SOUTF-OLD, NY 1 571 6 3 1 4 7 7 8 7 3 6 k a r c L t c l t, rn LETTER OF AUTHORIZATION Christopher T.Crozier c/o Jere Jacob 975 Inlet Ln Greenport, NY 11944 1 hereby authorize MERYL KRAMER ARCHITECT to act as my agent in obtaining all permits required by TOWN OF SOUTHOLD,SUFFOLK COUNTY AND NEW YORK STATE for the new construction and renovations at 1050 Arshamomaque Ave,Southold, NY 11971. '" Owner Date FIQ Scott A. Russell 511 STOWMIWA\TIEIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 530%Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) LOESS U-11S PROJECT' RWOhVE ANY OF TBE F'O �owwG: Yep 1"`Jfk (CHECK ALL THAT APW..Y) Ej ZA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 00 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 100 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. a F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complele the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above lease submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. _ B Date APPLICANT: (Proper tyOwner,Design ProfessionalAgent,Contractor,Other) S•C.T.M. 1000 NAME: Tim Kenniston, RLA 66 2 27 1 10/26/2019 ra a Section Block Lot 631-209-2410 FOR BUILDING DEPARTMENT USE *�** ONLY**** Contact information: 1 t7. Nuen�V Reviewed By: _ —. ,�... Date: Property Address /Location of Construction Work: dStApproved orfor processing Building Permit. Management Control Plan Not Required. Stormwater Management! .. .._ ._ � ,. .. ..., ... ..0 gement Control Plan is Required. (Forward to Engineering Department for Review.) —.. .... ___... FORM * SMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road wfi Fax(631)765-9502 P. O. Box 11791 Southold, NY 11971-0959 IoW, Ihlya,r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date:: November 1, 2018 Owner: Christopher T —Crpzier Location of Property: 1050 Arsharnomaque Ave, a hold NY 11971 Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) X Roof framing (R) Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature: Name (person submitting this for Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 WATERLINE PATIO PATIO ------ SEE TYPICAL GUNITE POOL WALL SECTION (� ----- R ES I D E N C E DETAIL+STEEL SCHEDULE � � 1050 Arshamomaque Ave ORCHARD ROAD Southold, New York , � � �a nd I EXISTING EDGE OF PAVEMENT / P . PROFILE N 730 44'50" E 10279' CPOL ection marshals poetzel LANDSCAPE ARCHITECTURE NORTH FORK HAMPTONS #4 STEEL REINFOFCED O Q 5175 Route 48 PO Box 1397 --- - - ---- EO O / Q Mattituck,NY 11952 530 Montauk Hwy,#203 DEPTH <;5'-0" >5'-0" Amagansett,NY 11930 " ------- 0 phone: (631)209-2410 ` HORIZ. 10 cl 10"o.c. O fax: (631)315-5000 email: mail@mplastudio.com VERT. 10"0.c.l 5"0.c. Z O FLOOR 10O.C. EACH WA PROJECT LIMITING SILT FENCE-AREA OF 2 --- -- - -------- - --_------- DISTURBANCE 3,800 SF / SURVEYOR: -SEE DETAIL 3(TYP.) ' j John C. Ehlers Land Surveyor 6"X 6" TILE FACING PROPOSED 6'HT. EXISTING WOOD a 6 East Main Street FENCE+GATE(NOT TO LANDING+STEP O Uj LU' I Riverhead, NY 11901 0BE USED AS POOL IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illilllllllllllll TO REMAIN / 0 ��1 Office: (631) 369-8288 r . 3 ENCLOSURE) 4 '• '` ° / 2 ARCHITECT: 0 • ' . • J WATER UNE e e. O EXISTING STOCKADE / 05 3 BARS CONT. — - FENCE TO BE t' 00 REMOVED(TYP.) I BOND BEAM ALL •• ' • X + O AROUND TIES 10" 0.0. 4 < PROPOSED 6'HT.POOL CODE / / 00 M F F. Y L K R A 1.' E R MARBLE DUST KNISH COMPLIANT FENCE+GATE (POOL ENCLOSURE) 0 IV - a A l J4 BARS --- RADIUS VARIES 6" TO 24" O EXISTING PROPANE / O_ ON SHALLOW END TANK TO REMAIN a 25" AND UP ON DEEP END !77 EXISTING BRICK EXISTING BRICK PNEUMATICALLY PROPOSED 48"HT. STOOP TO WALKWAY TO < C' '. r. N APPUED CONCRETE FREE STANDING REMAIN REMAIN ° STONE WALL C; T 077 (` _ O PROPOSED OVERHEAD THICKNESS OF WALL PROPOSED 58SF EXISTING RESIDENCE p TRELLIS(SEE ARCHITECTS ^ S Ci �� T P 0 ;_ `.` °! i l 9 i 1 VARIES 6 TO 8 MIN. (!J ON GRADE LOT #3 MASONRY PATIO PLANS) PROPOSED 6' - q��2 HT.FENCE PROPOSED 6'HT. POOL GUNITE POOL WALL SECTION = (NOT TO BE CODE COMPLIANT FENCE+ / m t: t- 0= PROPOSED 24"HT, = USED AS POOL GATE(POOL ENCLOSURE) (D411'CA1 FREE STANDING c ENCLOSURE)Stion SITE DATA: Not to Scale I STONE WALL PROPOSED POOL EQUIPMENT INSIDE EXISTING OVERHEAD PROPOSED 182 SF ON EXISTING PROPOSED POOL HOUSE WIRES TO REMAIN(TYP.) SCTM# 1000-66-2-27 GRADE MASONRY PATIO COVEP,ED PORCH Lot Area: 10,752 SF (or.25 acres) PROJECT LIMITING SILT Zone: R-40 FENCE-AREA OF Q 118'-0"MAX. C.to C. OC° DISTURBANCE 3,800 S F EXISTING ON-GRADE 35'6 -SEE DETAIL 3(TYP.) Q MASONRY PATIO TO BE J REMOVED Cvv PROPOSED GRAVEL w EXISTING NOTES: ! co =LL SHED TO BE - __ _ � DRIVEWAY W/STEEL EDGING S �'� .� PROPOSED 6'HT.POOL CODE REMOVED PROPOSED 4"SDR PROPOSED 8'x4'POOL 1. Existing conditions based on survey �r O� —IVV T COMPLIANT FENCE ALONG PROPERTY - 35 DRAIN PIPE(TYP.) BACK WASH DRYWELL prepared by John C. Ehlers Land Surveyor Q/ LINE(POOL ENCLOSURE) PROPOSED STRIP I r -SEE DETAIL 4 dated 8/16/2018. DRAIN PIPED TO — — 2. Proposed pool house by Meryl Kramer PERSPECTIVE VIEW DRYWELL '{ �� PROPOSED 6'x4'PRECAST DRYWELL GEOTEXTILE PROPOSED 518 SF ON CONNECTED TO POOL HOUSE ROOF Architect.Size and location taken from plan TIED TO WIRE FENCING GRADE MASONRY PATIO \ / ' LEADERS,STRIP DRAIN,AND SHOWER dated 10/31/2019. 2'k4"OPENINGS PROPOSED WIRE FENCE , � , � / DRAIN-SEE DETAIL 4 3. This drawing is for the purpose of 48"FENCE POST 12'x 16' — obtaining permits only.SWIMMING 0 I i — — — — — g p y. NOT FOR EXISTING COMPACTED SOIL 8'O.C. O POOL @ 4' f i / EXISTING DRIVEWAY TO BE CONSTRUCTION. :L__'i!1`AS 3EOTEXTILE DEPTH(SEE — — — — — — — — — — — — — — _ — USED AS CONSTRUCTION4. Unauthorized alteration of this plan is a DETAILS 1+2) 1 — — — — — — CONSTRUCTIONviolation of NYS Education Law. BE BURIED / ACCESS AND REMOVED AFTER GROUND, 18'-2" � — — — — REVISIONS SHOWN SLOPE ! � \ DATE DESCRIPTION NOTE: - -- _ MAXIMUM DRAINAGE AREA I N ```````���mmm�nmuummnnumwmuumulnuuuumnl wununanmm� 5^ 1/2 ACRE / 100 LINEAR FEET EXISTING OUTDOOR BID I `\` `` / EXISTING UTILITY POLE SHOWER BE REMOVED ��� TO REMAIN(TYP.) — unw •` O O S 730 44'50" Y Y o C�82.59' EXISTING TREE TO I 3 REMAIN(TYP.)PROJECT LIIAITING SILT FENCE PROPOSED 6'HT.POOL CODE EXISTING SHED TO PROPOSED 6'HT.POOL Section Not to Scale COMPLIANT FENCE ALONG BE REMOVED CODE COMPLIANT FENCE+ EXISTING SPLIT RAIL PROPERTY LINE(POOL PROPOSED 12.5'x 15.0'POOL HOUSE GATE(POOL ENCLOSURE) I FENCE TO REMAIN ENCLOSURE) (SEE ARCHITECTS PLANS) LOT #5 S @ 2 PROPOSED 6'HT.FENCE+ GATE(NOT TO BE USED AS I EO ARC POOL ENCLOSURE) �� �.�l,KR.1 PROPOSED SHOWER FIXTURE TRAFFIC BEARING SLAB PROPOSED SHOWER DRAIN SDR 35 PVC PIPED TO DRYWELL i > INLET PAPE EE PLAN FOR GRADE S N PIPE SIZE 2'-0" TOP OF DRYWELL F OF N�� MAX (SEE PLAN FOR SDR 35 PVC ELEVATION) BACKFILL 3'-0"MINIMUM OVERFLOW PIPE 110 ❑ 11 ELEVATION) DRYWELL WITH SEE PLAN FOR ❑ 0 ❑ ❑ 1 4"-1 z"MEDIUM COARSE PIPE SIZE ❑ ❑ ❑ ❑ ❑ E SAND/GRAVEL ❑ ❑ ❑ ED � PRECAST CONCRETE SEE PLAN FOR DEPTH STORM DRAIN RING POOL & POOL ❑ ❑ ❑ ❑ ❑ NOTES: ❑ ❑ ❑ E1 ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. USE PERMIT ❑ ED ED ❑ 25-0"MAXIMUM DEPTH BELOW GRADE SITE PLAN 2-0 2'-0"MINIMUM ABOVE GROUND WATER A L� E MIN SEE PLAN FOR WIDTH GRONI�Np_RA ABI SOIL 2'-0"MAXIMUM ACCESSCHIMNEY (IF NECESSARY) N6R_o LEGEND MIN DRYWELL TO BE INSTALLED AS PER STATE AND CLEAN MEDIUM SAND AND GRAVEL- RATEABLE SOIL LOCAL CODES 0 5 10 PROPERTY LINE r COARSE FILL O EXISTING TREE TO REMAIN p C� EXISTING TREE TO BE REMOVED Scale 1"=10'—O" 2 GYRECAST CONCRETE DRYWELL OVERHEAD WIRES DRAWN BY: ON Section Not to Scale T.KENNISCHECKED BY: CHECKED BY: J.PRETZEL s P 1 IIIIIIIIIIIIIIIIIIIIII $ILT FENCE DATE:10.31.2019 REVISED: SHEET 1 OF 1 GENERAL NOTES: 1- ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 BUILDING CODE,AND NEW YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES Issue Date: Set. 2-ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 10/31/19 Permit BLOCKING PER ULTIMATE TOPOGRAPHIC SEISMIC DESIGN ICE SHIELD UNDERLAYMENT CONSTRUCTION AND ORDERING OF MATERIALS.THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING MANUFACTURES SPEC. GROUND SNOW LOAD WIND SPEED(MPH) EFFECT(WIND) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%.CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS JOIST AS SPECIFIED ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. " METAL HANGER PER 20 130 NO B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 MANUFACTURES SPEC. f 3-PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHT, EXTERIOR DOOR/WINDOWS AND DECKS ETC. 4-DO NOT SCALE DRAWINGS Typical Joist Hanger Not To Scale 5-DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION,OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4' 4' 4' 6-THIS DRAWING IS AND INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE .� TYP. TYP. TYP. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 7-THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION it 3 2 3 3 2 3 3 2 2 3 ;;t a CODE. RAFTER 8-CONTRACTOR SHALL OBTAIN ALL PERMITS. ��� K RED ARC T (1)CSHP18 METAL STRAP PER �� `t1. �'y�'P (1)SIMPSON H2A STRAP PER STUD w/(8)8D COMMON 9-DETAIL LABELED(TYPICAL DETAILS"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE RAFTER w/(12)8d COMMON NAILS NAILS PER 10"END LENGTH PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED.THE APPLICABILITY OF THE TYPICAL DETAILS IS TO BE DETERMINED BY THE TITLE OF THE TYPICAL DETAIL.SUCH TYPICAL DETAILS SHALL WALL PLATES 2 1 2 2 1 2 2 1 1 2 APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. * SC STUD WALL X11.1" 024802 .�0 FOUNDATION NOTES: F of S 2 Rafter/Plate/Stud Connection THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE Not To Scale BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. IT 3 2 3 3 2 F31 1 3 1 2 1 2 1 3 ;t 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. Gable Roof Plan;7 to 45 degrees Sable Roof Plan:0 to 7 degrees 2-ALL REBAR ASTM A-615 GRADE 60. ROOF SHEATHING NAILING SCHEDULE 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE Drawing Legend: INSTALLED A MINIMUM OF 3' BELOW GRADE UNLESS INDICATED OTHERWISE. [ _ _ _ _ _ = I Wall To Be Removed Zone 1 Zone 2 Zone 3 Wall To Remain ANCHOR BOLT 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" 4'O.C.(TYPICAL) BELOW THE TOP OF THE FOUNDATION WALL. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH New Wall 12"FROM CORNERS FIELD 6"O.C. 4"O.C. 3"O.C. WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING, IN ADDITION TO THE REVAR New Foundation Wall r w/0.229"x3"x3" °• BEARING PLATES, INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS. _---____ Lines Above EDGE 6"O.C. 4"O.C. 3"O.C. WALL STUD (NP') 5-27"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED ------------ Lines Below ° -- — FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 6-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Guidelines SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. —•--------- Fence 7-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS 101 Door Tag � FLOOR JOIST 8 Simplified Roof Sheathing Nailing Schedule RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. Q Header & Post Tie Downs Not To Scale v 6 8-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING 101 Window Tag Not To Scale EXCAVATION. UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY OF LESS THAN 2 TONS PER SQUARE FOOT. Ax�xx --1 Section X, N WALL STUD 9-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. Sheet A-XXX 10-INSTALLED CONTRACTION JOINTS IN THECELLAR FLOOR SLAB EVERY 15 MAXIMUM. �,X Detail Ta (1)CSHP18 METAL L_ g STRAP PER STUD w/(8)8D COMMON 11-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING NAILS PER END &BASEMENT SLAB Elevation Tag Joint Description common)nails U.O.N. Nail Spacing 12-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(AiTM D 2487) AND IS x 3 Stud Straps @ Second Floor Box TO BE MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. Not To Scale ROOF FRAMING 13-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL WITH NO.5 x Axxx x Interior Elevation Tag (1)GSHP18 METAL Rafter to Top Plate(Toe-nailed) 3-8d per rafter REBAR DOWELS. STRAP PER STUD w/ x Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist (8)8D COMMON Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap • NAILS PER END Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap FRAMING NOTES: Collar Tie to Rafter(Face-nailed) 2-8d per tie Blocking to Rafter(Toe-nailed) 2-8d each end THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO B E BROUGHT TO Rim Board to Rafter(End-nailed) 2-16d each end THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ANCHOR BOLTSWALL FRAMING WOOD FRAMING CSHP18 METAL " " Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot w/0.229 x3 x3" Top Plates at Intersections Face-nailed) 4-16d joints-each side STRAPS w/(10)8D BEARING PLATES, Stud to Stud(Face-nailed) ( 2-16d 24"o.c. 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: COMMON NAILS PER (�,P) __---_- 10"END LENGTH Header to Header(Face-nailed) 16d 16"o.c.along edges FB=900 PSI FC PERP=625 PSI a r c h i t e c t FV= 180 PSI M E R Y L K R A M E R RAFTER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud ° BLOCKING CONC.WALL ° 2-16d per 2x6 stud E= 1,600,000 PSI 2-16d per 2x8 stud 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: RIDGE BEAM Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d 1,2 per foot FB=2,900 PSI 2 6 0 H 0 R T O N S L A N EFV=290 PSI (Face-nailed) POST OFFICE BOX 1600 FC PERP= 750 PSI Rafter Straps FLOOR FRAMING E=2,000,000 PSI S O U T H O L D, N Y f l 9 7 1 4 First Floor & Sill Anchors Joist to Sill,Top Plate ai Girder(Toe nailed) 4-8d eper ach en 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 6 3 1 - 4 7 7 - 8 7 3 6 Not To Scale 7 Not To Scale Bridging to Joist(Toe-nailed) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end FB= 2,800 PSI m k a r c h i t e c t . c o m Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block FV=290 PSI Ledger Strip to Beam(Face-nailed) 3-16d each joist FC PERP=740 PSI Joist on Ledger to Beam(Toe-nailed) 3-gdper joist E=2,100,000 PSI Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plate(Toe nailed) 2-16d 1 per foot 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: FB=3,000 PSI ROOF SHEATHING FV=300 PSI FC PERP=850 PSI Structural Panels 8d SEE NAILING SCHEDULE E=2,100,000 PSI Crozier FRAMI G 3"No.8 SCREWS 12"O.C. Diagonal Board Sheathing 5.ALL TREATED LUMBER IS TO BE NO. 2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. Ride 1"x 6"or 1"x 8" 2-8d per support Residence 1 cVe 1"x 10"or wider 3-8d per support 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BIOLTED IN 1050 Arshamomaque Road ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. WASHER(TYP.) PLYWOOD OPENINGS Southold NY 11971 PROTECTION;THICKNESS CEILING SHEATHING 7.ALL STRAPS,CONNECTORS,PLATES, BOLTS, NAILS, ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED 1/2"PLYWOOD DEPENDS ON WINDOW OPENING Gypsum Wallboard 5d 7"edge/10"field CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL WIDTH(1) CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S 2x4 BLOCKING AT PANEL EDGES GLASSSPECIFICATIONS. LIGHT WOOD-FRAME WALL WALL SHEATHING Illp Structural Panels 8d (see detail G/A-003) 8.ALL FLOOR SHEATHING IS TO BE 23/32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING ' WALL STUDS,SEE PLAN PLASTIC-COATED Fiberboard Panels OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS PERMANENT WOOD SCREW 7/1611 6d 3"edge/6"field ANCHORS 25/32" 8d 3"edge/6"field 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT GLASS SPACING INDICATED EXPOSURE DURABILITYI TWO SPAN MINIUMUM. • �-1/2"PLYWOOD Gypsum Wallboard 5d 7"edge/10"field ' Hardboard Bid (see table 3.9) 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED Code Sheet PANEL EDGE FASTENING, FRAMIN Particleboard Panels 8d (see table 3.9) (PER DETAIL 5/A-001) 8d COMMON NAILS AT 3"oc Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8' MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING PANEL INTERMEDIATE FASTENING, WASHER(TYP.) 8'. 1„x 10„or wider 3-8d per support 8d COMMON NAILS AT Toc 3”No.8 SCREWS WALL SHEATHING,SEE PLAN, ��12”O.C. DSEE FLOOR SHEATHING 12. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. ETA• LONG DIRECTION PERP.TO A Structural Panels 10d 4"edge/6"field 13. BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. FRAMING,ENDS STAGGERED NOTE: IN LIEU OF SCREWS,LUGS DETAIL A-TYPICAL ATTACHMENT OF WITH NUTS AND WASHERS MAY 14. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. PLYWOOD OPENINGS PROTECTION TO BE USED Diagonal Board Sheathing SCALE:As Noted WOOD-FRAME BUILDING 1"x 6"or 1"x 8" 2-8d per support 15.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 1"x 10"or wider 3-8d per support ALTERNATE T0120 MPH CERTIFIED WINDOW INSTALLATION 16.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. — PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 17.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS FRAMED BUILDINGS 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall INCLUDING SOLID BLOCKING IN FLOOR SPACES. A-001 be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 5 Typical Wall Sheathing Layout & Fastening 18.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. Not To Scale 19.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. 20. FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED © 2019 Meryl Kramer Architect FASTENER. All Rights Reserved EXTERIOR DOOR SCHEDULE Issue Date: Set: 10/31/19 Permit UNIT SIZE NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH Width Height REMARKS 1 1 Custom Sliding Barn Doors Cedar shingle w/ mahogany frame 71211 710w Recessed soffit mounted track Top mounted hanger 2 1 TBD Overhead Horizontal cedar to match fence 9'0" +I_ TO" 12'-6" FOUNDATION TO BE CENTERED ON EXIST.CHIMNEY 1 1 12'-6" 3'-3" 3-0" 3'-0" 3'-3" PROPOSED SHED CENTERED ON EXIST.CHIMNEY PROPERTY LIN E F/`\• Y, /- r't'e -, r, r '�J /\.• .�i; ,r .. — - \/ f \ 4ERED AR } 'T \gin; ,\.'. IqLK n�\' 1. / :'tip r` r / ti j lA' / t } T ,� -TYPICAL FENCEPOS r9 r' DIN c� SET IN CONCRETE SURROUNDING / r; / i r Y 11 /` r �"tr yi Fr;'• i E BASE i ON 3 4 CRUSHED STON S \\ ';`. .,,�. -CONFIRM PACING IN FIELD ,; x w LANDSCAPE ARCHITECT �r ' ENCLOSURE ;� / .. , ,, ,%, / ifl \° {.' AC�ESSOR Y SIL)E%REAR YARD SETB/CK, �\M :✓,., .. ., ,., \ <\/. ". ' .',/ .,,/. '>\: `'.`" ti yx'' /,:\; " rh , ' A. /.; ?./ , /� EDAR ROOF SHINGLES N m EE LANDSCAPE DWG �` \ ;�?,� /.' %/ y \. \ ., \✓,>, -:;,:,.; \ ,r. /. '9T ?4802 \ ;k u., FOR BLDG.UNDER 38 HEIGHT >/ ; 4,. \1. / ,. : mak` O N fOR TAILS . — _ — — — — — — — — — � �; \: "7; � �\� \ '% :' :j �`�F V`�� ® ® _ ' E d F EE LANDSCAPE DWGv` ' LINE OF EXTERIOR WALLS BELOW xn FOR DRAINAGE DETAIL % Cl? _ SHOWER FIXTURE - - --®- - - - - - - } � 1 - 00 31 2 41-2`1 5 1/ 7'-3 1/2" 3 1/2" Z ; Drawing Legend: N /, HUC28-2 (3)2X8 \i,' / ' LRU28Z LRU28Z 2x8 ROOFRAFTERS Wall To Be Removed I I I I 00 2x8 ROOF RAFTERS , / Jo SEE 5/A-100 1 @ 16"O.C. @ 16"O.C. I Wall To Remain - 1 \ / DROP T.O.FND WALL / ( o FOR WALL i': New Wall li FOR DOORS ABOVE '' a ►� LLj CONSTRUCTION I I ;\ _ ' ' I 0 w 1 w %` ✓ \',:. New Foundation Wall / c=n I= EQUIP. ' 0 L I = ( \,j :�,%,; <,; / 12LLI 12 1 -------- Lines Above N I " I ( " ( N A-20 = - �1 „"” 18.5 Q 8 ellUNEXCAVATED 8 Q Q oLLJ J STORAGE o HOUSE X -� I ;'; °'\: ;!T,: ' I 78.5 1 ------------ Lines Below �' r` I I FOUNDATION I I ti 'n 5 I 1 'IJ P.C.FLOOR STONE FLOOR ^I �' I O2 \ / \`/i I 00 ' rl / / rI p Z 1 oo NI v „✓f .` / SLOPE SLOPE — — — Guidelines a o I x 1 rI --� ( ; I o -= I ' I STRIP DRAINUj Fence ' 2x8 CEILING JOISTS 1 SEE LANDSCAPE DWGs \ /, / I N i \ l Iv @ "O. N 1 //,�jj, I 1 101 Door Tag W ' 1 LUS28 LUS28 I r / y 0 I 1 SWIMMING POOL �r + 1 SEE LANDSCAPE DWGs : ' ' 101 -----(3)2Ix8_� '\ P'% ', Window Tag a✓>> ��. HUC28-2 ;X; k / Finish Floor Pool Patio // „. 1 1 Ax Section X, M 1-- — — — — — — —� op ;' _';: _ Elv.(+/-98.5) Elv.(98.42) %" �% 1 i Sheet A XXX —� - - I N /. cI ✓, .;;/j .. ► _ _ _ _ _ — _ — — r — — — — — — — — — — ' /7"\ —®— ®— Detail Tag r .' ✓ / ' TRA L0-RAGE / SHGS 3'-3" 6'-0" 3'-3" 00 \ NEW P.C. FOUNDATION -o�� ✓Y` Q��T, i PER LA RAFTERS I1. . Elevation Ta ' GO FT I I \'' g SEE 6/A-200 ± " 9A r10 /k€ Q y. ' / POOL PATIO Y / SEE LANDSCAPE DWGs o F` I I PERGOLA ; ` x axxx x Interior Elevation Tag TYPICAL PERGOLA UPP RTING PIER ABOVE /' ! Q C OLA S 0 C 1 1 \ \: Roof Plan NEW 6x6 P.T. POST w/ABU66Z � � � . I SEE 3&4/A-100— � �, "; ,%; ,�'.' x SET ON 8"SONOTUBE + o ���\ I _ _0 w 3 #4 VERTICAL DOWELS, c� f.. .,; ,/�%�' 2 Scale: 1/4" _ 1' / ^ f•,, ON BIGFOOT BF20 FOOTING � �. ,,; ;; :' \��' ;"�>- -.r --r �,\,' sr�.,:' `✓y;-` �'/ �; ;i'�j ';,�'`' 36"MIN. BELOW GRADE " CONFIRM PERGOLA GIRDER V, >_ p Q 1r:X- ;,� �` ,�GRAS#iSR 4 S7�] > ; .,„;;. , l\,'r' x j✓• . f�j.. . /, LOCATION PRIOR TO ONTSTRUCTION M '' . > ;' \:,/\"z j Q 4 x \}} x x> QG�` ;,I I — — /,` \ \ \\ \ (41r \. \ \ M E R Y L K R A M E R \. \ \ \ '.` \\ c i �` �" t e \ \� \ \. \ \ \\ \ \ r ; \ \ \ \ E ISf lV 'OWE \ , \ .- \ \ \ \ \ ,'.�'T' ' - /, 2 6 0 HORTONS LAN E \ y ` \ ,'..\\'\\\. \ �_ ..,.`,\.\\\. \\ \ cY';';':",' ':.-. . , ., .\.\ �\ .. \ \ \`. \ ..,.\\\.\..`.•. •:\ � -------. ti `/,,, .. POST OFFICE BOX 1600 \\ 5 O U T H O L D N Y 1 197 I \ \ \ \ r. .;'" ;ti�' ,�'\`,\ \ \\� \;:��,\` '' �' \�� \\ _ �3`✓•;;y'� >. ''' 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m 0 Foundation Plan 1 First Floor Plan Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" N N Crozier Residence 1'4" 1050 Arshamomaque Road LINE OFT.O. MAIN HOUSE WINDOW CASING Southold NY 11971 — FINISH T.B.D. CAP FLASHING — d 11/2"MAX DRIP EDGE EXPOSURE U _ o POOL HOUSE 2x4 STAGGARED STUD WALL FINISH T.B.D -_ ¢ w/STONE WOOL go = Z SOUND PROOF INSULATION 3/4"THICK CEDAR CLADDING — o o _ GRADE TO MATCH FENCE — m a >- -:';j,: ' �'' > , 1 >: ;;' (L Z c. BLOCKING AS REQ p _ POOL HOUSE v o Z M N Scheme 2 MITERED DADO PERGOLA GIRDER x 00 a CORNER JOINTS(TYP.) RIP AS REQ. z LO LINE OF B.O.POOL HOUSE SOFFIT P.T. PERGOLA POST — 1/4" MAX REVEAL FINISH POST BEYONDI SCALE:As Noted EQUIPMENT 5/8"HOMASOTE WALL FINISH 1111 I l ! STORAGE I A- 100 3 Plan Detail - Per ola Post 4 �eC tion Detail - Per ola Girder 5 Plan Detail -Sound Isolation Wall Scale: 3" = 1'-0" le: 3" = 1'-0" Scale: 3" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved EXISTING PROPOSED POOL HOUSE DWELLING CENTER PERGOLA ON GABLE RIDGE Issue Date: Set: - 10/31/19 Permit I CEDAR SHINGLE ROOFING(TYP. CEDAR SHINGLE SIDING(TYP. ) COMPOSITE FASCIA,SOFFIT, RAKE I, PTD TO MATCH EXIST. DWELLING TYP. , PROPOSED PER - GOLA PROPOSED PERGOLA PROPOSED FENCE&GATE ', SEE(3&4/A-100) SEE A-100 FOR POST LOCATION SEE LANDSCAPE DWGs FOR DETAILS CN CEDAR SHINGLE ROOFINGo TYP. 1 --- DOOR TO TRASH/STORAGE FLED q - SEE LANDSCAPE DWGs FOR DETAILS o �5�� R K q RCtij f L , � F o 1 Q N� / A 0 \ ��F NE`N� East Elevation North Elevation / 1 Scale: 1/4" = 1'-0" 4 Scale: 1/4" = 1'-0" \ EXISTING TYPICAL ROOF CONSTRUCTION: DWELLING PROPOSED POOL HOUSE -CEDAR ROOF SHINGLES -ICE&WATER SHIELD Drawing Legend: CENTER FENCE ENCLOSURE -5/8"PLYWOOD SHEATHING _ _ _ _ _ _ 7 Wall To Be Removed ON GABLE RIDGE -ROOF RAFTERS(SEE 12 w/R-23 STONE WOOL INSULATIONLAN FOR E) Wall To Remain -INTERIOR FINISH T.B.D. New Wall 8.5 New Foundation Wall -------- Lines Above I � +/-1'-2"SOFFIT � ------------ Lines Below TO MATCH EXISTING ---•—•— — Guidelines PROPOSED FENCE&GATE _..—..—_ Fence PROPOSED PERGOLA SEE A-100 FOR POST LOCATION SEE(3&4/A-100) SEE LANDSCAPE DWGs FOR DETAILS / 101 IT // Door Tag 101 Window do Ta W g r� / f F- w J -- Section X, Q --- - - Sheet A -XXX t 7 \ \ t^��--�� Detail Tag SIMPSON H2A HURRICANE TIE —HALF-ROUND GUTTERS `cam' L it i AT EACH RAFTER NOT AT HEADER TO MATCH HOUSE -SIMPSON H2.5A HURRICANE TIE x Elevation Ta - - --- - —� AT EACH RAFTER AT HEADERS 1x6 COMPOSITE FASCIA g PTD WHITE(TYP.) x PROVIDE 1/2"VENT w/INSECT SCREEN x O x Interior Elevation Tag PAINT RAFTER TAILS BLACK PRIOR TO SOFFIT INSTALLATION x South ElevatipEa� 3 t Elevation 2 _ 1x COMPOSITE SOFFIT Scale: 1/4" = 1'-0" Scale: 1/4 - 1 PTD WHITE(TYP.) TYPICAL EXTERIOR WALL CONSTRUCTION: CEDAR WALL SHINGLES TO MATCH MAIN HOUSE VAPROSHIELD"WRAP SHIELD RS"7mm DRAINABLE HOUSE WRAP 12 APA 12 � � 2x4'STUDS @E 6PO.0 OOD SHEATHING j 8.5 �„ _ w/R-15 STONE WOOL INSULATION M E R Y L K R A M E R ,: LINE OF O Z \ INTERIOR FINISH T.B.D. a r c h i t e c t OVERHEAD DOOR TRACK 00 W TYPICAL INTERIOR FLOOR CONSTRUCTION: STONE TO MATCH POOL PATI 1"SETTING BED 0) 2 6 0 HORTONS LANE Z 4"P.C.SLAB POST OFFICE BOX 1600 ILL w//✓ I I \ \\ 10 M L.PO Y VAPOR BARRIDR IRE FABRIC S O U T H O L D, N Y 1 1 9 7 1 8" MIN.CRUSHED STONE DRAINAGE LAYER 6 3 1 - 4 7 7 - 8 7 3 6 �. y I \ SET ON UNDISTURBED EXISTING SUBGRADE m k a r c h i t e c t c o m \`�✓ I ," CEILING JOISTS \ \ ��';; _ FINISH POOL PATIO SET 1" MIN.ABOVE FINISH POOL PATIO I � J PT 2x4 SILL i 1 w/5/8"ANCHOR BOLTS @ 4'-0'O.C. 1 'I TERMITE SHIELD&SILL SEALER I - I SEE 5/A-100 I - :I —� -- -- PTD PVC TRIM FOR WALL CONSTRUCTION i . I LINE OF TAPERED STONE SILL OVER EXPOSED = Crozier - I _ AT OVERHEAD DOOR FOUNDATION STUCCO FINISH @ EXPOSED FOUNDATION Residence W I „ STRIP DRAIN-PIPED TO DRYWELL 1050 Arshamomaque Road -_� o • SEE LANDSCAPE DRAWINGS Southold NY 11971 EQUIP. ;_ POOL U I = g POOL PATIO 1 - Z SF LAND DRAWINGS STORAGE I = HOUSE I _ __ LL W I 7 _ I � - _ v _ -III III III SLOPE FLOOR i SLOPE FLOOR - - —#5 @ 24 o z 1/4" PER FT. i 1/4" PER FT. _w/(2)#5 @ TOP Second Floor& Roof Plan _—#5 @ 48"O.C.VERTICAL - NEW 8" P.C. FOUNDATION WALL • CONTINUOUS WATERPROOFING CENTERED IN WALL _@ EXTERIOR OF FND.WALL BELOW GRADE ii _8"H X P.C. FOOTING _ w/2"x4" KEY @ CENTERLINE #5 DOWELS @ 24 O.C. 2 #5 REBAR HORIZ. CONT. O ( ) II III II 32 , SCALE: As Noted d � 1 0 - III ._•— —' 1.1 A-200 5 Buildin Section Wall Section Detail Scale: 1/2" = 1'-0° 6 Scale: 1" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved