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HomeMy WebLinkAbout50922-Z ' TOWN OF SOUTHOLD BUILDING DEPARTMENT ,P � TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50922 Date: 7/10/2024 Permission is hereby granted to: Boger, Scott 14096 Marrian Ave Jupiter, FL 33458 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 130 Sunset Ln, Green port SCTM #473889 Sec/Block/Lot# 33.4-69 Pursuant to application dated 5/14/2024 and approved by the Building Inspector. To expire on 1/9/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,954.00 CO-NEW DWELLING $100.00 Total: $2,054.00 Building Inspector �Y!L'GA ✓'Y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hjt s, l v w.soulholdtov«DD . o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only a Building inspectorPERMIT N0 �p� 4 ?024 Applications and forms must be filled out in their entirety.Incomplete w applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. TOWN Date. S" OWNER(S))OF PROPERTY: J Name: Cv-T'T Rb wl'-;—) SCTM#1000- Project Address: /30 , 0&I- �T LAND C � °1�U/'/ Phone#: % -�(v � � Email: Mailing Address: �� ; fox 140E So�'�/�6 C-0, /V y -7` CONTACT PERSON: Name: 5"Go'7'7— -�3-1r,-, Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: fVJGfG 9,q 7-Z4��,� Mailing Address: � r � T "V'/ 7 ;r Phone#: 516$ 5 �� Email CONTRACTOR INFORMATION: Name S�oTT ��3g� Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? Dyes END, Will excess fill be removed from premises? Dyes XNo 1 .01 PROPERTY INFORMATION Existing use of property: V&hAlr Intended use of property: Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to this property? ❑Ye o IF YES,PROVIDE A COPY. Check Box After Rea4 wig: The owoor/contractcwldesignpmfessionaI Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the"sown Code: AP CATION IS HEREBY MADE to the 00,lding'Oepartment for the issuance of a building Permit pursuant la the auilding zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,,for the tonstru Lion of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Iaw. Application Submitted By(print name): > " d c � []Authorized Agent ` lOwner Signature of Applicant: , .,, Date: s/ �z STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing C act)above named, (S)he is the O(v hr E l'- C u ry y— ACTG,C_7— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this U,, P y day of 20 , Notary Pu is A SZCZOTKA NOTARY PUBLIC,STATE OF NEW YOR PROPERTY OWNER AUTHORIZATION Registration No. 01SZ6441617 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires Sept.26,20 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 k BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��, " ��(/� 53095 Main Road-P.O.Box 1179 Patricia Acampora a.' Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) ou Southold,NY 11971 ' RECEIVE® http://southoldtownny.gov /;�,_� i2:j '_), ` l L5U V ZONING BOARD OF APPEALS AUG 2 11` 2023 TOWN OF SOUTHOLD `; ,°� Tel. (631) 765-1809 Southold Town Clerk BUffiDINGDEPT. TOWN OF 5 .T FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 17,2023 ZBA Application No.#7805 Applicants/Owners: Ed 4na J. Acquaviva,Boni D. Fash,Vincent J. uatroche, Jr. Property Location: 130 Sunset Lane,CZreenport NY SCTM: 1000-33-4-69 and 1000-33-4-70 SE RA D Tl ATI : The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the estate's List of Actions,without further requirements under SE+i RA. 5UfFQLK COOTYISTRATIVE COPE: This application was not required to be referred to the Suffolk County Department of planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LItf RM TIO The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. ROp'E T"Y pACTS/DESCRIPTIOII The applicant provided two, individual surveys, both prepared by Kenneth M. Woychuk, ;Licensed. Land Surveyor, dated January 12, 2023 illustrating lot dimensions and improvements, for Suffolk County Tax Map parcel 1000-33-4-69: measuring 75.00 feet along Sunset Lane, then running east, 105.00 feet along a residentially developed lot to the north,then running 75.00 feat to the south along a residentially developed lot to the east and returning 105.00 feet'west to the roadway along,a residentially developed lot to the south, subject of this application,known as Suffolk County Tax Map parcel, 1000 33-4-70: measuring 105.00 feet along Sutton Place, then running north 75.00 feet along Sunset Lane, then running east 105.00 feet along an undeveloped lot(subject of this application),then returning 75.00 feet to the roadway along a residentially developed lot to the east. Suffolk County Tax Map parcel 1000-33-4-69 is undeveloped, vacant with no structures,with a split-rail wood fence along the northern and eastern lot line and a hedge row along the road frontage. Parcel 1000-33-4-70 is developed with a one-story wood-frame single family residence with brick entry stoop,attached wood deck,bilco-style basement access doors,propane gas tanks,an asphalt driveway and entry walkway and a small shed. BASIS OF A CAT Request for a Lot Waiver under Section 20-11 to unrnerge a vacant land area of 7,875 square feet(SCTM 1000-33-4-69)from an adjacent land area of 15,750 square feet(SCTM 1000-3 - 4-70), based on the Building Inspector's Notice of Disapproval pursuant to Section 280-10 determining the properties have been merged. Page 2,August 17,2023 #7805,Acquaviva, SCTM No. 1000-33-4-69 & 70 "A non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983, An adjacent lot is one which abuts with the parcel for a common course of fifty(50)feet or more in distance. Non-conforming,lots shall merge until the total lot size conforms to the current bulk schedule requirements; located at 130 Sunset Lane, Greenport,NY. SCTM Nos. 1000-33-4-69 and 1000-33-4-70. ADD The applicant made a prior request for a Waiver of Merger under ZBA file#4428,dated November 19, 199,6,shortly afterthe adoption of the merger law,which was denied indicating among other reasons,45. "Common ownership of both lots,has existed for 27-1-years." It is unknown wily a prior Board would have denied this application, but it would appear that at the time, the merger law did not allow for the transfer of ownership among family and,as such, the Board may have viewed the transfer as an carm's length' transaction versus within the same family. In 2008, Section 280-11 of the Town Code was amended to remove the hardship criteria to remedy this issue and offer relief to families that inherited properties that were unintentionally merged. The applicant provided copy of a title report prepared by Fidelity National Title, dated January 25, 2023 for the subject parcels illustrating ownership as follows: SCTM 1000-33-4-70,acquired July 25, 1957 and SCTM 1000-334-69 acquired January 17, 1968, copy of the deed relative to the intra-family transfer of ownership and copy of the Real Property Transfer Report. The applicant provided copy of a Certificate of Occiipancy,#Z-78, dated March 25, 1958 for the residence at 160 Sutton Place(SCTM: 1000-33-4-70). No member of the public or an immediate neighbor spoke in favor of or against this application. PIN1�1N"�:°rS OP "ACT/RI�ASON FOR BOARD ACTION: The standard for the granting of a waiver of merger are contained in Section 280-11 of the Town Code. Sections 280-1 I(A)and(B)require that the Board engage in a two-prong test before grariting a waiver of merger. Pursuant to Section 280-1 I(A)the Board must determine whether the lot proposed to be recognized has been transferred to an unrelated person or entity since the time the merger was affected. If the lot has been transferred to an unrelated person,the lot is not eligible for a waiver of merger. Pursuant to Section 280-11 (B), if the lot has not been transferred to an unrelated person,the Board must engage in a balancing test of 3 factors to determine whether the lot is eligible for a waiver of merger, namely,whether(1)the proposed waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood, (2)the lot proposed to be recognized is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation,and (3)the proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district. The Zoning Board of Appeals held a public hearing on this application on August 3, 2023, at which time written and oral evidence were presented. Pursuant to §280-11(A)the Applicant has submitted documentation,to the satisfaction of the Board that there amity since the time merger was affected. ' have been no transfers of ownership of the lot outside the f Consequently,the lot is eligible for a waiver of merger. .rt Page 3,August 17, 2023 #7805, Acquaviva SCTM No. 1000-33-4-69 & 70 Pursuant to §280-11(B),the Zoning Board finds that; (1) The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because lot#1000-33.4-69 is comparable in size to many of the surrounding parcels,with most. lots being substandard in the R 40 zoning district. Most lots along Sunset Lane are approximately .18-.20 acres as evidenced by aerial images, the Suffolk County Tax Map page and inspection by members of the Zoning Board of Appeals. (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because lot#1000-33-4-69 is unimproved, while lot#1000- 3-4-70 maintains access from Sutton Place, is developed with a residence as confirmed by the Certificate of Occupancy #Z--78, and each lot has separate Suffolk County Tax Map identifiers and individual tax bills. (3)The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because there will be no perceivable adverse impacts on the physical and environmental conditions in the neighborhood or,'District. Unmerging Lot#69 from Lot#70 will recognize a building lot that will be consistent in sire with the lots in the surrounding area. Additionally, the applicant has stated that a Code conforming home can be built on parcel#69. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold.Merger Law,Section 280-11,motion was offered by Member Planamento, seconded by Member Acampora,and duly carried to GRANT the waiver of merger as applied for as shown on the individual surveys prepared by Kenneth M. Woychuk,Licensed Land Surveyor,dated January 12,2023 with the following conditions: Proof that waiver of merger is affected by way of a recorded deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM: 1000-33-4-69 be provided to the ZB'A within 2 years of the date of this decision.Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. 2. When constructing a residence,the applicant is to apply for and receive a permit to install a Suffolk County Board of Health approved Innovative/Alternative Onsite Wastewater Treatment System. 3. In the event that an approval is granted subject to conditions,the approval shall not be deemed effective until the required conditions have been met,and failure to comply therewith will render this approval null and void. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Lehnem Acampora,and Planamento(5-0) � v Les to Kanes eisrnan, Chairperson Approved for filing / /2023 our ly of D+ssci'Ibed Frarrertu Situated At single family dweNllrtg' single family dwelling single family dwelling ISREENPORT Town of Southold so 921d 56'50"E Suffolk County,New York SCTM#1000-33-4-69 +242 Area = 1,1514.48 sq,.ft.or .015 acres O 3 NOTES: I.Elevations are referenced to NA.V.88 datum 2.All Information taken from survey by Kenneth M. Woychuk Land Surveying PLGC dated Jan 12,2025 n 3.Approximately 50 cu yards of clean sand shall be t aln — system area needed for the sanitary s n 4. If In the future the septic system shall fall,It shall .243 •2h3 ; be removed,the material within the area removed and 6, the system structure replaced Inklnd and Inplace, alh lg a Family and backfllled with clean sand. 2 s y 4 5.All adjacent lots are developed T wood frame m SITE AREAS E house with m I.Resldence = 1260 sq,ft or Ib.O% 6 basement m 2.Driveway = 840 sq ft or 10.6% m elvaA4 y FIN.FF+26.0' " 3.Porch =(2) 24 sal ft = 48 sq,ft or .6% c' a or pr P per d Total Impervious Area = 2,145 of or 2"1.3% tl1 ze cfe at trio d w Rainfall collection - 2,145 of x .16"1= 358.I16 cf w + c &e Use (1)8'd'lax 4'deep E (1)8'dia x 5'deep p air 4 042.1 cfl"vf= 3718:41 of m � eaoxa' z woo". k HDGI locking covers $ N , frames -to a 3.01 400 test hob "15.0' lyert 1si. ' iV '223 N2Td 55'30"W SDR 5 pipe pros st dome tillt min 4 di a, SUNSET LANE late allow 4" for 51TE PLAN of casting ❑❑❑❑❑0000 g scale I" =20.0' 10'dia precast 00001111❑000 leaching ring 00000 PROPOSED 5ANITARY DESIGN 0❑❑❑❑❑❑❑❑o TOTAL DESIGN SANITARY FLOW = 440 0❑❑❑❑❑❑❑QO 3'collar of 0000000000 FUJI GLEAN USA CEN SYSTEM 5 500&PD clean sand Ground Water Management Zone VI 4eraval 0000000000 There are no private wells wlthln 150'of property line 0000000000 There are no surface waters wlthln 100'of property line Elev T.-M' 10, a Sand E Loamy Sand Percolation Rate = 1-5 minutes/Inch 5ottom of P0411 clean sand and gravel in Va..en Ased Pha Aga�wua�xxed,AS T St.anItar L ar-hi l PL 1 A�:,r:�aa��e?s azct2777 yen ,.. I h lr 11 11,A I 141,, In lh EL+21.1 LOW OL � 0111 v' Brown Sandy hard wired 2 B c Badwer 2D GGL laq EL 9.OpN pwwer vt ..a. line to .. .,.„m..... 18•..,_-- ..._ +290 Cgli ndor(opt iono Brown Clayey 5ad 5G EL+16.I Brown fire a Imp Gn" to coa'se sad 5A CONTROL DIAGRAM 514m air with Gravel qr e EL+40 IT No water enwuntered fi e McDonald beoscience E8 1'15' CAW SYST04 5 Feb B,2024 TEST HOLE Design 0 the system 6 based Iopon the highest expected eievati n of 40 SECTION A-A VIEW ......._ ..... ............... ._.�m Charles K Southard Jr. SITE 4 SANITARY PLAN SUF FOLK CouI- inr Dm.::o AR11WN Ni OF I Irr:aLTH ,ERG H I TE:GT Sunset Lane F'E:r NT IFoR,APPROVAL OF CONSI[RUCToouq FoR A 455 Bay Home Rd 6reenport,New York 11944 &W11-1E I atMHY FRESKiYuaiNCE ONLY Southold,New York 1101?I New Residence for Phone (631) 4?1-5225 Mr.Scott 5oger DAT R za-oast APPROVED cwsarchitect®optonlinenat March 20 2024 POBox 1605 Ilu.nd-o�in��i ClEDROOMS April 10,�024 D�7�PRES'' -I�E YEARS FROM DAF O APIPV�,OVAL Junes 5,2024 revised Southold,New York 119"11 ACCE550RY SETBACK b m • ez o ez o �e o A5. 30 0 85 ®® 85 SKYPLANE ELEVATION - fRONT 0 I > SCALE: 3" = P-O" ID v tU' a-- m Z tu 0 z Q _. ❑ J p N , 24'-1& 14'-I Off" v w N bQ Z ro O p W m PROPERTY AREA: 7,85 1 5q.ft. MAX LOT COVERAGE @ 20%: 1578.2 5cl.ft. HOUSE: 1 285 PROP05ED LOT COVERAGE: 1 285 51.ft. or I G.3%O b m ALLOWABLE GFA: 2 100 5cl.ft. PROP05ED FIR5T FLR: 1 243 SUN SET LANE WZ 52 PROPOSED 5ND FLR: 777 1 000-33-4-70: 30' Ae TOTAL GFA: 2020 5cl.ft. 1000-33-4-G9: SUBJECT 1 000-33-4-G8: 25' --� 1000-33-4—G7: 23.7' ® 9.�Y d 2024 SITE LAYOUT t GFA o Z SCALE:�'— P-O" 1000-33-4—GG: 35' o Z o 1000-33-4—G5 r 1 : 25' 6 10 rulLT,NGD DE TT- I TOWN Or SO OL"J = 138.7 / 5 = 27.74 luo I 27.74' AVERAGE SETBACK 35-0 SKYPLANE ELEVATION - 51DE I os'-2xd� -6 OF r ixuci rcvida1 once w r 9 S MAC ���- s¢ T 4 I� t O L�, � N.J.MAZZAFERRO,P.E. orrw.evNr. PROFESSIONAL ENGINEER ewnn 05709y � P.O.BOX 57,GR[ENPORT NY,1 1944 ROF�SSION�� ZONING INFO r"",NO: NEW Re9idence T Sunset Lane 1-1 u n5et PROP05ED NEW HOUSE ED=) E3 � H-H 82 0 T 82 0 8210 FM 1 11 A—H 11 11 11 30 z T 2 3 2 3 T 2 3 1- o Tw 85 85 FWG60611 FRONT ELEVATION BACK ELEVATION SCALE: 4" = I '-0" SCALE: 4" = I '-0"ED - E3 oe W2 i52 Tw 85 Tw85 HI Oz [to ' 6 10 TW 85 85! TW?L351 TW8511 LEFT 51 DE ELEVATION RIGHT SIDE ELEVATION SCALE: i" = I '-0" 4 SCALE: 4" = 1 '-0" PjE F NEB, SCTM# 100 - -4- 9 kf O ► 3 o t.` -= LU � r au �0 0�5 C\ N.J.MAZZAFERRO,F.E. \JA OJ7� .7 PROFE5510NAL ENGINEER .-4 P O.50Y 57,GREENPORT NY,1 1544 O���J'V1vr Si695]5596 Mn ul.�ma�mm a[i,4 i ELEVATION5 5HFET NO: NEW Re5ldence Sunset Lane A-1 Greenport,NY 11944 OUTLINE OF ENTRY DECK ABOVE; FOLLOW SAME CONSTRUCTION 6'-0" o" OF FRONT DECK �/o U 2-2x8" ACQ GIRD€f� 00 ENTRY U _U LANDING PROVIDE 5IMP50N FHD5 Q - I'-ICE° 30-0" HOLDDOWN (TYP. 2) X 5-1'3 6" 3'-8y6" 10'-9 fs' 2'-4W 81- %d 5'-1 Ov�' ANCHORS AT ALL CORNERS Tw2 32 Tw2 32 TW2 32 TW2 32 THROUGHOUT d' DIAMETER ANCHOR BOLTS J ° FWG6061 I e 2'- ,' 21'-3 " o o WALL LEGEND: W/ 7 MIN. DEPTH 48 O.C. 0 4r" 24'-8" @° �r N PROM E VINYL PAN o NEW CONSTRUCTION W/ MIN. 3"X3"x8'WASHER @ F TE I �' w/CUR ; VENT DRYER r Z ACCESS TO GIN DOW RPDE AS ELL WITH PC EGRESS m RIOR N 2"X G" STUD FRAME EXTERIOR WALLS, 20G8 _ w R-2 1 BATT INSULATION, PLYWOOD ". NEEDED COUTNRY KITCHEN N SHEATHING ON EXTERIOR, HOUSE WRAP o UNCONDITIONED I EGRESS AS PER CODE: a �� SIDING AS SELECTED;J" GYPSUM STORAGE G44 GLIDING WINDOW; U U LAUNDRY O 3 BOARD ON INTERIOR SIDE ` - O p 3- 2"X 8" ACQ HEADER ABOV w d o HEADER TIGHT TO SILL PLATE. p = Ln �o 2"X 4" INTERIOR STUD PARTITION, - BOTTOM SILL NOT TO EXCEED 44' r j _ _ _ _ _ _ _ _ 1„ ~ U ABOVE FINISHED FLOOR - 'IT � N � w/ I LAYER 2 GYPSUM BOARD ON EACH I� N x 30G5 °L SIDE; USE MOI5TURE/MOLD RESISTANT PT HAUN H FOOTING - " N CLOSET O zC MU]UPLLION BOARD IN KITCHEN, BATH MUDROOM 30G8 FRAM D WALL BELO - AREAS USE CEMENT BOARD ON ALL xW SELF CLO POIN �LOAD ABOVE o 3- 2 G SOL D AREAS TO RECEIVE TILE —w/SWEEP — N 3'_3" 47" UND RHEA ER LINE OF SE ON FLOOR MASON S OOP -- = -- i 4'_0, 2- 118" LVL HEADER 2- 14" LVL HEADER, w/STACKED 2- I I g" VL N -a • MAINTAIN 8'-0" CEILING HEIGHT THROUGH OUT MAIN AREA OF m= FIRST FLOOR. FOUNDATION WALL LEGEND: ABOVE 3' 9'�" N FLUSH TO CEILING w/3-4"x24" PLYWOOD FLITCH PLATES r FLUSH TO CEILING, UPSET INTO • ALL WINDOWS DOORS TO RECEIVE 3- 2x I 0 HEADERS ABOVE CLOSET C.C. I Q FAMILY ROOM COVEKEF 28G8 m WALL PLATE ABOVE; SEE SECTION w/(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. - 8 POURED CONCRETE FOUNDATION WALL 3'_3" 24G8 4s°. I ENTRY MUDROOM UP WITH KEYWAY t 1'-4"X 8" FOOTING; PROVIDE ENTRY UP O • G'-10 8"WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOR. 2- #4 REBAR WITHIN FOOTING. 8-0' WALL HEIGHT; z 3OG8 DAMP PROOF PERIMETER OF ALL AREAS w • ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR WHITE WINDOWS, U c = i- WITH WHITE INTERIORS � BETWEEN THE GLASS GRILLS, COLONIAL STYLE 2x4 ACQ STUD FRAME PERIMETER WALLS @ I G" OC. 0 _ BENCH SEAT PANTRY O O N N z AS SHOWN ON ELEVATIONS. r, cn ;;r..,. 5'- IIYz" o uT N PROVIDE BRIDGING o PROVIDE R-1 5 INSULATION t-2"' DRYWALL TO FINISHED m O — m O THROUGHOUT ENTIRE v ® ® w m • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLE55 OTHERWISE SIDE; SEAL CONCRETE WALLS W/MOISTURE BLOCK ~ aU z w FLOOR SYSTEM, 8'-0" O.C.; l0'-01 4'-9" o CALLED OUT ON PLAN. PRIOR TO FRAMING 24G8 N l -, BATH 8 o - O °� 4"TAG PLYWOOD SHEATHING m - • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL - p ABOVE, GLUED SCREWED PROV. EPDXIED #4 STEEL N N STYLE * HARDWARE TO BE SELECTED. 2x4 STUD FRAME PARTITIONS, WITH 2" DRYWALL o REBAR HORIZONTAL @ 12"O.C. ° v T, ON EACH 51DE OF FRAMING. PROVIDE K-1 5 INSULATION INTO FOUNDATION WALL+s:ALL 3 O CLOSET O • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT WITHIN WALLS COMMON TO UNFINISHED BASEMENT I AREAS OF ABUTTING WALLS O = ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNER. 7'_1 7' 3.5, 1 5'A " t ch U WITH FOOTINGS 20G8 20G8 N FOUNDATION NOTES: ® — o — LLJ- BEARIN WALL o m � LIVING ROOM N POST IN W • DOUBLE JOISTS UNDER ALL PARTITIONS AREA FOR 30G8 — 1 2"x I G" HAUNCH FOOTING v RUNNING PARALLEL N U O = 4 9 2" LVL t1EADER ZEACH END • PROVIDE BRIDGING THROUGHOUT ENTIRE o EJECTOR SELF CLOS RUNNING FULL LENGTH O O O — PUMP w/5WEEP OF WALL = m U DOWN To FLOOR SYSTEM, 8'-0 o.c. I un U • 4"TI:G PLYWOOD SHEATHING ABOVE TO BASEME 3OG8 USH TO CEILING BE GLUED and SCREWED NNE • cm 4" POURED CONCRETE SLAB ON COMPACT UTILITY R OM - - � FILL ~ z •C.O.co — m • PROVIDE R-30 INSULATION WITHIN CEILING w cs° - = N . I OF ALL AREAS - FINISHED $ UNFINISHED BASEMENT I n - w o 5'-6r" • MIN. 2" DRYWALL ON ALL SURFACES OF p w DIRECT VENT GAS FIREPLACE, SET ENGINEERED LUMBER, INCLUDING JOISTS, GIRDERS oN I I BEDROOM 1 2" ABOVE FLOOR; MAKE* MODEL AND HEADERS. UNFINISHED AREAS TO HAVE JOINTS m s 7%LIcr+T T.B.D. INSTALL AS PER ° TAPED t I COAT SPACKLE l9 5.5%VENT 2GG8 Ln ENTR MANUFACTURER, ADJUST FRAME c.o. DIMENSIONS ACCORDINGLY. AREA FOR MECHANICAL5 ss.�. 30G8 TW285 TW285 U OWN 4" 00 8'-1Y" 9'-IQ" 5'-10✓" 8'-IY" N Q \_2xG" ACQ LEDGER BOLTED N TO HOUSE FRAME WITH 5" 30-0" x 2-2x8" "LEDGEKLOK" 5CREW5 @ I G" O.C.; GtRDE HANG D.J. FROM LEDGER WITH 51MP50N LU26 CONNECTOR TYPICAL ALL LANDING AREAS G'° OUTLINE OF ENTRY G"X G" POST ON 1 2" DECK ABOVE 50NOTUBE W/ POURED CONCRETE FOOTING FOUNDATION PLAN 20"X20"X8"d' FIRST FLOOR PLAN SCALE: 4iI = I i-0" SCALE: 4" = I '-0" GENERAL NOTES: FOUNDATION NOTES: PLUMBING � NVAC NOTES: FRAMING NOTES: FLOOR PLAN NOTES: • The Information on this set of construction documents 15 to relate basic design • General contractor to review plans, elevations and deta115 to determine • All plumbing work shall be done by a duly licensed plumber and must conform and adhere • All lumber 15 to be Douglas Fir#2 or better at I G"on center • D1MCn51on5 shall take precedent over scale drawings, DO NOT SCALE DRAWINGS intent and framing details. They are intended a5 a construction aid, not a5 a intended heights of finl5hed floor above typical grade. to all New York State building codes*safety requirements. substitute for generally accepted good building practice and are in compliance with • All wood framing in contact with concrete or masonry Is to be pressure treated. 'ACQ'designation • All interior walls to be covered with z"gypsum board with metal corner reinforcing. All current 2020 New York State Building.odes and the 202 1 IRC. The general contractor . Footings shall bear on undisturbed 5011 within bearing capacity of 1.5 ton5/5q.ft. • If wall plates or Joists are cut during the installation of plumbing fixtures or equipment refers to current arsenic-free treated wood standards and shall take the place Of'CCA' drywall products, including gypsum board, screw,Joint compound, tapes$trim shall be U.S. Is responsible for providing standard construction details and procedures to ensure a contractor must provide appropriate bracing to tie framing back together. Gypsum Co. or approved equal. All Joints shall receive 3 coats of Joint treatment. Sand final professionally finished, structurally sound and weatherproof completed product. Concrete shall be FC = 3,500 PSI @ 28 days All TJI'5 are to be installed in accordance with the manufacturer's specifications and shall include • Plumber to supply and install tankle55, on demand hot water heater. squash blocking web stiffeners at bearing points on girders and other load bearing areas coat le a uniform smooth surface. All walls, ceiling and interior of closets to be taped and • General contractor to coordinate all subcontractors, scheduling of work and • Concrete on 4"sand or gravel f111 minimum, with GxG - 10/10 welded wire mesh spackled, 3 coats, ready for paint. interaction between trades. reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor Plumbing fixtures to be supplied by owner, installed by plumber. Structural Steel ASTM A3G - FY = 3G K51 barrier. Welded were mesh Is to be laced in the to third of the slab and Is to be • Interior paint to be Benjamin Moore, walls"WHITE DIAMOND"and ceilings white, unless • The contractor Is responsible for ensuring that all work and construction meets p p • Mechanical subcontractor 15 res on5ible for adherin to all applicable codes and All stra 5, connectors, later, bolts, na115, etc. are to be alvanized. De51 nated connectors, stra 5, otherwise decided b homeowner. All interior trim t-mouldin s to be satin"white diamond". or exceeds current federal, state and local codes, ordinances and regulatlons, etc. adequately supported by precast concrete bar supports to assure that the reinforcement p g pp p p g g p y g These codes are to be considered as art of the s ecifications for this buildin Ian. is held In osltlon durin concrete placement and finlshln safety requirements. etc. �n these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be • p g p p 9 P g Insulation ratings and m5tallation locations as indicated on floor plans t sections. • 11VAC subcontractor to full coordinate s stem data * re ulrements with the nailed/bolted in accordance with the manufacturer's specifications. • If in the course of construction, a condition exists which disagrees with that as Isolation oints are to be Installed between the slab and the walls. Use reformed y y q • J p Interior doors to be soled core wood; style to be determined. Interior trim to be indicated on these drawings, the contractor shall stop work and notify the designer Joint filler that Is to be cut I/2"below the slab surface and the resulting Joint is to be filled equipment supplier and to provide final system layout drawing and submit it to general contractor, • All floor sheathing Is to be 4"AC type plywood, tongue �groove and shall be glued and screwed to 4 the engineer immediately. Should he fail to follow this procedure and continue work, owner and equipment supplier for final review approval. the fbor oists(G" o.c. ed es 2"o.c. field) 1 x4 casings with 4 5111 and backband5; Metro Collection MCB5 12 base moulding. he shall assume all responsibility and liability arising therefrom. with an elastomeric Joint sealant. J 9 • Mechanical system to be 3 zone with damper controls on second floor. Include • Solid blockin Is to be installed eve 8'-0" max. or mid s an of all floor oi5t5 With s an5 exceedin • All bath* kitchen area Walls and ceilings adjacent to wet areas to have water re5l5tant • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. • General contractor to install cop-r-tex(or copper) sheet metal termite shields g p J p g d all, and provide cement board for all areas set to receive tile. optional hydrating air system within. 8'-0". Blockm is to be installed at all point load bearin oats. � p between all wood surfaces that are exposed to concrete or masonry surfaces. 9 p 9 p • The designer has not been engaged for construction supervision and assumes no • Kitchen to have countertops as selected with ceramic tile, subway back5pla5h; all baths responsibility for construction coordinating with these plans, nor re5pon5lbility for • Dampproof exterior of foundation wall with a bituminous coating; Foundation • HVAC to vent all dryer cooking exhausts. • Install double Joists under all partitions running parallel construction means, methods, techniques, sequences or procedures or for safety excavation upon approval of building department inspections. • to have ceramic the floors and surrounds as selected by homeowner. precautions and programs in connection with the work indicated. There are no ELECTRICAL NOTES: All exterior wall headers to be as indicated on floor plans#sections and all interior warranties for a specific use expressed or implied in the use of these plans. headers are to be 2- 2"x 10" unless otherwise noted. All headers exceeding 5'-O" shall have a double • Contractor to provide hardwired smoke detectors, with battery back up, and with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include jack stud with a single king stud *on exterior walls provide double 5111 plate (typical). F of NE T # - _ yO 5sue r z�so" � oArz no intervenin switches, on all floors and in each bedroom. Verify with local code installation of fixtures E s ecifications as indicated on lans. Li ht fixtures to be su lied b 'Q 9 fi' p p 9 pp Y Provide insulation baffles at cave vents between rafters and soffit vents as indicated .j- requirement5 as per Section R3 17 Nc%York State Kesldential Construction Code. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install on plans Install carbon monoxide detectors as per code. all outlets as per code. All work Is to be done in strict accordance with the New York State Code by a licensed electrician. All new switches*outlets to be Leviton, Toggle, supplied $ Installed • Exterior flashing Is to be adequately installed at all connections between roofs, walls, chlmuey5, projections and penetratlon5 as required by approved constrction practices. by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and provide wiring a5 required for gas fireplace and cooking appliances. s g � 2 O �O, 05709 � N.J.MAZZAFEP.RO,P.E. A PROFE55IONAL ENGINEER &29 ROFEs si oN P P O BOX 57.GREENPORT NY,1 1944 51645]5596[NAIL mu Yn®man win SCAB'��'-p FLOOR PLANS SneET No NEW Residence Sunset Lane A-2 Greenport,NY 1 1944 NAILING SCHEDULE I fWALL LEGEND: EDGE OF FIRST FLOOR BELOW 20 I e WoaD FRAME aori�TRucTfar�r,�Ar:vAL _,.. .. € i NEW CONSTRUCTION JOItdT DESCRIPTIOtJ NAIL QUALITY NAIL SPACING GENERAL WIND PROTECTION CONNECTION NOTES `� N 2"X OF STUD FRAME EXTERIOR WALLS, RcoF FRAMING Adapted from Standard for Hurricane Resistant Residential Construction; SSTD R-2 1 GATT INSULATION, PLYWOOD RAFTER TO TOP PLATE !TOE NAILED 8'-0'WALL:3-6d PER RAFTER 10-99 and 2018 SBC High Wind Edition Wood Frame Construction SHEATHING ON EXTERIOR, HOUSE WRAP t` r 10'-9 WALL:3-8d PERP.AFTER Fasteners and Connectors for Wood Frame Construction O O 4�SIDING AS SELECTED; 2' GYPSUM CEILING JOIST TO TOP PLATE ;TOE NAILED 8-0*HALL:3-861 PER JOIST � � BOARD ON INTERIOR SIDE I C'-O'WALL:4-8d PEK JOISTfloors, - - ____._..___.,.._ ._.... ._._.,._ _ _.____,:.. __ _.. _ _ - ,__-_.___...______ _._ _.__....._ _ -_ between foots g foundations wall studs and __ I continuous load path betty n s f s CEILING JOIST To PARALLEL RAFTER FACE rlAttEQ SEE TABLE 3.7 EACH LAP roof framing shall be provided. 2"X 4" INTERIOR STUD PARTITION, CEILING JOIST LAPS OVER PARTITIONS FACE NAILED .. .. .._ _ .. . SEE TABLE 3.7....... . EACH LAP. - ..... .... ..................._ _............_........._... ................ _............._... ..................._..._........................._..._....__....... � CLI w/ I LAYER GYPSUM BOARD ON EACH COLLAR TIE To RAFTER IFACE NAILED 5EL TABLE 3., PEP,TIE 2. Approved connectors, anchors and other fastening devices not included in O O SIDE; USE MOISTURE/MOLD RESISTANT t3LOCKINGTORAFTER Tt3EfIAILED -8d EACH the Standard Buildln Code, Section 230G of IBC shall be used in accordance _.,....,.,_............._,.......,.1, _................_........_.........._..._..,.._...... ...... _._.....,...,,_.,___, X x BOARD BATHS +t USE CEMENT BOARD ON _., RiM BOARD Ta RAFTER ;END NAILED 2-!&d EACH END with manufacturer's recommendations. N N ALL AREAS TO RECEIVE TILE WALL fRAMI,NG T PP TET TOP PLAT IrACEli' -[ d R. 3. Metal plates, connectors, r 36-0 2xG STUD FRAME WALL COMMON TO „e�, _� „,o_, _.....,.�. ...._._..............._.. ,,.,.,,,.,,...,,,.?-gip_... � 6 �� �T et p es, co ectors, sc ews, bolts, and Halls exposed directly to the � KITCHEN CEILING VAULT; - I ............ .............._,._,.,.,,.,,.,,,,.,.....__....,,,.,,,.. .,,......._..,.._..._...__.......,�n,._,.._,.___._._..,.._.._...,_..__..,_.._._.._.,_._._- , R 2 INSULATION TOP PLATES AT'IIJTi peECT1ONs PACE ................. .... . _-_..._._..__.�__ -. ,,.___..,... ,.,,,, ._... ....____..,_..,...___.,....___._, STUDTOSTUD FACE NAILED 2-Isa 24"o/C of dipped galvanized. WITHIN FRAMING t J" DRYWALL ON EACH SIDE HEADtRTa HEADER FACE NAILED I Gd i C"O/C ALONG EDGES TOP OR BOTTOM PLATE TO5TUD TEND NAILED 2-16d PER2X45TUD _ i _ _____ MAINTAIN 8'-0" CEILING HEIGHT THROUGH OUT MAIN AREA OF .. .. .. ( 3-1 Gd PER 2XG STUD 4. Where windows and doors interrupt wood structural panel sheathing and SECOND FLOOR. FRONT AND BACK WALL PLATE HEIGHTS AS INDICATED. _.._.._......_.__.___.._.-_.._.._...____._...-......_.._._,,.,._.....___._.__.._......._-.._.._.. ...._._...__._...._-.-._-._,.._...._.......-............._,_-,_.__,.-_......._..__.___..........._..........___.,...... .. -...... __......._. w -._____.____.___.__-____-___.____._. ,_._,_.__.__. sldin framin anchors or connectors shall be provided at the to and bottom _ — . _ — ` p . �A _TE p_ R,JOIST:._._`. ._.__..___._...__.. 3_ a !' R.? ._STUD ___._______.....____...________._____,_._ of cripple studs, header studs, and at least one stud at each side of opening. LINE O, '- CEILING ALL SECOND FLOOR WINDOWS TO RECEIVE 3- 2x8 HEADERS ABOVE BANDJaIST,END JOIST.aRBLaCKING `PACE NAILED 2-IGd PER. Lo 3 w/(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. _..........__........ ....................... _.... ..._.._,..__,...._.....,-... ._..-_._..._.__.-._-_..___._. ._.,..,_,.,...__. _..,._.._,..__....,...___.,,_,__.._._._._..._____.,.._ _,_, I 5. Ridge straps shall be attached to each pair of opposing rafters except where - — - • G' 8 4"W- . ,. ....- � 4 DER HEIGHTS AS IF ABOVE SUBFLOOR FLOC+R"EI'AMING collar ties of I xG or 2x4 lumber is located in upper third Of attics ace and I HE pp p — • PONT WALL WINDOWS TO HAVE HEADER INSTALLED TIGHT TO TOP --- - TC ED FLOOR IN F JOIST TO 5ILL,TOP PLATE,OR GIRDER ITOE NAILED 4-5d PER JOIST attach to each pair of rafters. LO ET FOR STAIR. -- -------------- LINEN WALL PLATES; 4'-8" +/- ABOVE SUBFLOOR. BRIDGIP 9 o JOIST ITOE NAILED 2-8d EACH ErID G. Uplift connectors shall be provided at each rafter bearing. MAINTAIN MINIMUM = EN 9 _ --. .... _....__,..,,.�.._. .,..-,.,.�._m__._�.,_,____ ___ _ ,_�.�________..-,_......___�_�,,,�__.._,.,,___� w_,__,_...__. -� b • ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR WHITE WINDOWS BLOCKING TO J015T 1TOE NAILED 2-6d EACH END = EA CLEARANCES 068 = , BLOCKtNGTo51LLORTOPPLATETC? mhiAILED .. , 3-1 Gd . F�'p!�._&L ! _ _.. ._., ,M........ .....„_.._._ 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4' _m -8" AS REQUIRED m WITH WHITE INTERIORS t BETWEEN THE GLASS GRILLS, COLONIAL STYLE LEDGER STRIP To BEAM t_....._....____. .._,lFAce NAILED - „ - „M 3-1 ddM EACH 1oi5T AS SHOWN ON ELEVATIONS. J©1ST QNL�DGERTOBEAM TOE NAILED 38d PERJC1t5T Of exterior corners. ODE _.._........_..._...__...._............... ........._....................._._.__...._.. ..__......._._..._....__.._............_..._..._____....,.............. ....... .............._.._....._.._.._......_.._....._...,._.......-.. _.._..._...._..._.._.._.....__..._....._..__.._......_...._ �' • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE BAND JOIS TO J015T END NAILED 3-1 Gd PER JOf5T N-.__........................._...._..........._.._.._...._.._._.__._......._.........1............__...........,,..,,........_._._.,,_,,.._.......,.. ....._..._.....__...___....._.. BEDROOM N 8. Sill Plate to Foundation Anchora e: SIII late shall be anchored to the z 2668 v c� CALLED OUT ON PLAN. BAND JOIST TO SILL OR TOP PLATE {TOE NAILED 2-!6d PER FOOT g p I foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x m O MASTER BEDROOM O - TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL ROOF 5HFATt1ING I/8 washers. A minimum of one anchor bolt shall be provided within G to 12 z C,o. c� _ PE ET If E O AT r U 4 5 D. 5.D, — STYLE * HARDWARE TO BE SELECTED. p w TY 4' Rlr9 ER G ZONE- I6 /C-G" PANEL EDGES inches of each end of each plate. Anchor bolts shall have a minimum embedment _ p N STRUCTURALPArIElS 8d AND AT IN EPJ�REDIATESiJPPORTSrNTHEPAFIELFIELD of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located co x 12 = o • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT iNTERICKZOr-IE- I&"o/C-G"AT PANELEDGESSAND IZ"AT within 12 inches of corners and at spacing not exceeding 4 feet on center. RIDGE �? N ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNER. 801 11`9ERMEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF 5HEATHING WITHIr!4'-O^OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH 51DF OF THE ROOF PEAK THE 4`-0"PERIMETER ROOF NOTES: EDGE ZONE ATTACHMENT RECUIREMENT5 5HALL BE USED. 2068 7 2468 2668 _... _,. , . DOWN DESIGN LOAD CALCULATIONS INEN • GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER CEILING SHEATHtIG 206 -L CD •C.C.c s.D. g 2668 E 8 X PLYWOOD GYPSUM WALLBOARD 5d COOLEF5 7^ Cie PDGE J 10"FIELD MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Obsf) m SHEATHING WITH ICE WEATHER SHIELD AT ALL PERIMETERS WALL 5HEATHINC . CONIES co 5-2" AND VALLEYS. EXTERIOR 11611 STRUCTURAL PANELS ( 1 tga,Gaiv.Kodm,3 nail " DECKS 40BE DROOT CM = • ALL OVER HANG DIMENSIONS ARE AS INDICATED; 1 1/2" 3"EDGE!6 FIELD 2468 a s.D. {.129 I.5'L x.711 G�ead) ATTICS WITHOUTORSTAORAGE o cLosET BATH 2210 0 1 X8 FASCIA AND VENTED, VINYL BEADED SOFFITS. __._................._..._.______� _ _-_,- 1 1 a.Galy.Roof;nL mul - 25/32" 3"EDGE/0 FIELD 8" Z-6" - __--.-----__-._. _._.._._.__-__.___.._...._{.-I2N1,751.z.3/8'f;eadjW rv- v__ _____ _ ..,__...___.__.._..._._____- ,_______ __ 0 3068 • TYPICAL OF LAYOVERS - BOLT TO RAFTERS _.._._.._._.__ ROOMS(OTHER THAN SLEEPING ROOMS) 40 FIBEP,BOARD PANEL5 17/1 G" Gd 3"EDGE/6°FIELD w/-a" LAG BOLTS *WASHERS 125/321" 8d 3"EDGE 16"FIELD SLEPING ROOMS 30 C CLOSET 8 EDGE 1o°FIELD BATH • 7: 1 2 PITCH OVER ALL ROOF AREAS LLBaAPp 5d COOLEP.5 7" EZ N E SUPPORTS G""THE P EL .,....,.,, HARDBOARD 8d INi1=Rr . . ... ... . 4'EDGE PANEL EDGES AND 12"A7 PANEL FIELD — . GLiMATiC AND GEOGRAPHIC DESIGN CF:ITERIA IL RUNOFF NOTE INTERIOR ZONE- 16*O/C-G"AT PANEL EDGF5 AND 12"AT w 8'0" -7— INTERIOR IN, i I.6,1 o w I I.911 GROUND;SNOW LOAD 45 Ib5 GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS ! 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD . _�-��_ . . — . — . — . FLot3f SHEATHING ;,, BAs1C WIND SPEED 130 m 3 AS PER INSTALLER- ALL LEADERS DRAIN TO 4" Q PVC STRUCTURAL PArIELs- I^oR LE55 s G�EDGE 1 1-2*fIELa _= PIPE TO NEW DRYWELL5. I� Exnasure Cat or, 8 SEISMIC DE51GN CATEGORY B TW28210 TW28210 �� g1_i0v;, 91_Io;�. 81_I�;II RUNOFF CALCULATIONS: WEATHERING SEVERE 1 2G0 x . I G7 x 7.5 = 1 578 allons of runoff " Narisng reclu+rements are raged on a.�a11 sheath;nq nailed 6 snc-ses O.C.at the panel edge_ If ura11 gheathsng ss nailed 3 rnchcs O.C.at the pas+el edge to ohtarn FROST 9 hs her shear ca acitie5,naihn re rcmcnt,5 for structural menber5 shall L e dashied,or a1 LINE DEPTH 3'=0" n � p � � @ (I ) I -0 x 8-0 0 capacity = 300 gallons ` __,.,.,_._........... .... ...... _.. . . _... _ __-__ TERI'A ITE MODERATE TO HEAVY When>tiaLl sheathrng sg cor;ksv+s;oug over connected meml,ers,:he tabulated number of Has s shall bs permstted to l7e reduced to I-16d nazi per frot. 1578/ 300 = 5.3 ICE BARRIER REQUIRED YES 5 ECO N D FLOOR PLAN a Runoff Containment Re wires: SCALE: 4" = I '-0" (2) (p olviides 1 800 tootallnca ORtyclual 4"0 ROOF VENT 2x 12 RIDGE; ROOF 51MP50N C520 CONNECTOR(TYP. ALL) 4 BOLT ALL CJ TO RR w/ 2-�' CB 12 _ I R-30 BATT INSULATION 2X� ('P —1 7 PROVIDE VENTED BAFFLES BETWEEN RAFTERS w/ R-30 BATT ATTIC J�r�� I WITHIN CEILING, ALL AREAS �° �6 INSULATION, THRU ALL PITCHED -•�- � I �� CEILING AREAS 2x8 CJ/CT @ I G" O.G. _ I 5IMF50N H7 CONNECTOR BATH 4 r I I BATH H 3 I I xG FASCIA, CENTER BEAG. ED VENTED VINYL 50FDF T; G` OVERHANGS III I I I 12 „O 1 112 b 1 112 1 1/4 11/4 1 114 1 112 i 1 112 i 7 F@ BEDROOM o CLOSET 3- 2x8 HEADERS ABOVE o I o I I I +�0� 2x4 INTERIOR STUD 0 WINDOWS; C520 STRAPPING � I I 2 PARTITIONS, 2" GYP. BOARD EACH SIDE `n I Lj SHOWER I R-49 BATT INSULATION IN KITCHEN RAFTERS PROVIDE CS 1 G FLOOR PARTITION WALL 2" PLYWOOD SUBFLOOR 4 TO FLOOR STRAPPING E ND FLOOR I w/ R-1 9 INSULATION t 92" TJI 230 FJ @ I G" OC 3 1 1/4 I 114 I 114 3 I 2" DRYWALL ON EACH 3- 2x 10 HEADERS ABOVE SIDE C.o.I ( WINDOWS *DOORS; 4- 9 i" LVL HEADER 4 I C520 STRAPPING 2- 14" LVL HEADERS w/ FLUSH O C ILING 4 2- 1 1 8" LVL HEADERS STACKED 2x6 STUD FRAME EXTERIOR ABOVE; 3-4"x2G" PLYWOOD FLITCH WALL @ I G"O.C. w/ R-2 I INSULATION, PLATES FLUSH TO CEILING, UPSET _ I INTO WALL PLATE ABOVE KITCHEN BATH I LAUNDRY-- A� � 4" CDX PLYWOOD SHEATHING, HOUSE STAIRS C NTINUE ° � 4"xG FINISHED DECKING —� WRAP *51DIgG AS SELECTED; BEHIND WALL ON 2x6 ACID DJ I G" OC 2' GYPSUM 60ARD ON INTERIOR — —i u 1 1/2 I I I I F•A•I• 2x6 ACQ SILL PLATE PROV. H4 CONNECTOR �1 1/4 1 1/4 �1 1/2 I I �1 114 1 1/4 $1 1/2 4 OVER TERMITE SHIELD " PLYWOOD 5UBFLOOP, "v OVER SILL 5=AL; 4 2- 2x8 ACQ GIRDER 51N I I m PROVIDE 51NIP50N C520 R-30 GATT 118" TJI 5GO FJ @ I G" OC BOLTED THRU POST w/ D•W• I I W•M W/ LPT4 CON'NECTOR5 (2) -2" CARRIAGE BOLTS SHOWER i e R-30 GATT INSULATION NOTCH POSTS DIAMETERANCHOR BOLTS FIRST FLOOR I W/7 MIN. DEPTH @ 48 O.C. FINISHED BASEMENT o FOR GIRDER W/ MIN. 3"X?"x8"WASHER @PLATE m C•Q•I 2 1 1/4 3 2 1 1/4 3 2x4 ACQ STUD FRAME PERIMETER UNFINISHED 8" POURED CONCRETE BASEMENT GxG ACQ POSTS q WALLS @ I G" OC. PROVIDE R-15 INSULATION 4 FOUNDATION WALL WITH TO NEW SCHD L" DRYWALL TO FINISHED SIDE; SEAL °' SIMPSON ABU44 4 - KEYWAY* I'A"X 8" FOOTING; 2 APPROVED SEPTIC PROVIDE 2- V4 REBAK WITHIN WALL CONCRETE WALLS w/ MOISTURE BLOCK CONNECTOR(TYP) BATH SYSTEM AND FOOTING. DAMP PROOF PRIOR TO FRAMING _ H C.I. PERIMETER OF ALL AREAS HOUSE 12" SONOTUBE w/ POURED I CONCRETE FOOTING *NOTE: CONCRETE SHALL BE o 20"x 20"x 8"d. PC = 3,500 PSI @ 28 DAYS it 12 I FOOTINGS SHALL BEAR ON 4 - (TYPICAL ALL FOOTINGS) V I UNDSTURBED 501L WITHIN HAUNCH FOOTING W.0 I BEARING CAPACITY OF RUNNING FULL LENGTH SHOWS 1 .5 TONS PER SQUARE FOOT OF WALL ABOVE BUILDING 5 ECT I O N "A11 OF NF * 591 #l0"0 0-33-4-69 BASEMENT SLOPE" 114" PER FOOT PITCH TO DRAIN 2 1 S�P���. wy0 SCALE: 4 = I -0 PLUMBING R15ER DIAGRAM � ���.��4`� o NOT TO SCALE 2� 1 N.J.MAZZAFERRO,P.E. °RP"'"°'' (may Z' PROFESSIONAL ENGINEER oaarz4 F6 4e' 05709<3 P O BOX 57,cREENPORT NY,1 1544 A �� 51645)5596 CMAIL my Ln®m,n com 9CALC IH'—�'-P Es S I C K�b PLAN d DETAIL5 5nmer No NEW Residence 5un5et lane A-3 Greenport,NY 11944 CONSTRUCTION DETAILS 8c WIND LOAD PATH CONNECTION DETAILS PROVIDE 1/2" SPACING BETWEEN THE END STUD UPPER SHEARWALL AND THE 2 OTHER STUDS BOLTS NOTCHED RAFTER FOR ALLOWING CONNECT CORNER STUD CORNER BRACKET RAFTER HOLDDOWN INSTALLATION TO TRANSFER SHEAR ANCHOR RIDGE FASTEN WITH (2) 16d RIDGE ° COMMON NAILS @ 6" O.C. SIDEWALL ENDWALL THREADED ROD SHEAR WALL CORNER CONNECTION TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING DOUBLE PLATE ANCHOR CORNER BRACKET KING STUDS BOLTS LOWER SHEARWALL CRIPPLE STUD SHEARWALL TO SHEARWALL RAFTER HEADER SHEARWALL HOLD-DOWN DETAILS N.T.S. RAFTER JACK STUDS TOP PLATE TOP PLATE _O . ��. \ DOUBLE TOP PLATE WALL STUD WALL STUD I 3/8 PLYWOOD SPACER TYPICAL HEADER TYPICAL HEADER CONNECTION OR AS PER PLANS MT524C RAFTER TIE TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION I BY 5IMP50N OR EQ. TYP. AT WIN. HDR. p p eN�N WOOD HEADER/ WOOD BEAM Op REFER TO FLOOR PLAN AT 16 O.C. AS PER PLANS 2ND. FLOOR WALL STUD (2) 2 x6 JACK STUDS 2"xG" KING STUDSLI—DBL. TOP PLATE AT HEADER DETAIL (TYP TO BOTH SIDES) F— SECOND FLOOR OR 2ND. FLOOR PLATE AT SINGLE STORY WOOD JOIST WOOD JOIST SUBFLOOR NOT TO SCALE RIM BOARD BLOCKING 4'-o. DBL. 2XG TOP PLATE I 1/4"X24" 20 GAGE JOIST HANGER 1ST. FLOOR TOP PLATES NP• II II' AT 2HEADND ER F R. EXT. WNDOW �P GIRDER/HEADER " 1--OPENING ---I WALLS ' USE 8d COMMON NAILS @ 6 WOOD GIRDER O.C. AT FIELD AND 4" @ 2"XG" WALL FRAME @ 16" O.C. WOOD JOIST 1ST FLOOR WALL STUD EDGES -REFER TO PLANS FOR DESIGNATED AREAS I 1/4"X24" 20 GAGE 2XG BLOCKING TYP. III JACK STUD STRAPS TYP. AT SEAM AT ALL AT 2 SIDES OF OPENING JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER BLDG. CORNERS o I Z TYPICAL MULTI-STORY CONNECTIONS 2X6 WD STUDS AT I G" O.C. TYP. RIM JOIST I 1 ST. FLOOR WALL STUD 0 1/2" CDX EXTERIOR GRADE PLYWOOD SHEATHING I I I/4"X24" 20 GAGE . TYP. HEADER STRAPS TYP. 1ST. FLOOR PLATE RIM JOIST AS PER PLANS AT EACH STUD SUBFLOOR — REMOVE EXISTING SHEATHING WALL STUD 0 WALL STUD RIM BOARD WALL/hEADER AS REQUIRED TO APPLY STRAPS BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE NOT TO SCALE DOUBLE JOIST DOUBLE JOIST FOUNDATION WALL NAILING DETAIL (ELEVATION) NOT TO SCALE TYP. WALL FRAME-REFER TO SECTION DETAILS TYPICAL WALL STRAPPING DETAILS NEW WINDOW: REFER TO PLANS FOR DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS NOT TO SCALE TYPE AND SIZE I X3 MIN. PRE-PRIMED TRIM AROUND EXTERIOR OF WINDOW TYP. 14 TYPICAL 010 2 112" NO. G WD SCREWS TYP. AT I G" O.C. MAX. 3" FROM END TYP. 112" PRECUT STRUCTURAL PLYWOOD WINDOW PANEL TYP. FOR ALL WINDOWS AND GLASS DOORS. OF A y0 CFO �o 0570" 7 AROFfssio" S TM# 00 - -4- 9 iswc r i+evisaa onrz 9 GLAZING PROTECTION DETAIL N.J.MAZZAPEP,PO,P.E. °RA"^'sy NOT TO SCALE PROFESSIONAL ENGINEER � ?4 P O BOX 57,GR.EENPORT NY,1 1944 5164s5?46 CMAIL mss Y+ m>n com 9LALP a>F STRAPPING 5HPET NO- NEW Re5ldence Sunset Lane A-4 Greenport,NY 1 1944