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HomeMy WebLinkAbout52230-Z TOWN OF SOUTHOLD " BUILDING DEPARTMENT 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#: 52230 Date: 09/03/2025 Permission is hereby granted to: Anders Jensen 80 Roxbury Rd Franklin Square, NY 11010 To: construct an accessory garage as applied for. Premises Located at: 605 Youngs Ave, Southold, NY 11971 SCTM# 61.-4-27 Pursuant to application dated 07/28/2025 and approved by the Building Inspector. To expire on 09/03/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $625.00 CO Accessory $100.00 Total $725.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt s:# .southoldtownn ov Date Received APPLICATION FOR BUILDING PERMIT mr Office Use Only PERMIT NO. �� Building inspector. . ,~ Applications and forms must be filled out in their entirety.Incomplete ^ applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name; V _ SCTM#1000- Project Address: AV(. � �1'�l�l� Phone#: ail:Ciflde,R,S�C f .Cun4, Em MailingAddress:-, J(:), c ru yam- )U M) Ll CONTACT PERSON: Name: !4a _ i Mailing Address: "P.0. ��� &11 Qnkt'4 ,)(Lr- I1(;LlLl Phone#: 62,51 80-7 1'7 Email:cv1Ct1�S DESIGN PROFESSIONAL INFORMATION: Name: »nbu->1� 1=1�L'i+-II"'1 Mailing Address: Phone#: 51 y r� ,61 Email: CONTRACTOR INFORMATION: Name: Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other . 100,0 o- "a Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes AVo IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/deslgn professional is responsible for all drainage and storm water issues as provided by Chapter 236of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, houshM code and regulations and,too 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 Law. r:)Application Submitted By(p i t name): 4NQASb ❑Authorized Agent lZowner Signature of Applicant: Date: -7/ 2 �0k ✓ "`"ONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01 BU6185050 SS: Qualified in Suffolk County COUNTY OF , Commission Expires April 14,2 ;k being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 of�' �4 �.�. 20 41�- Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, 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 i S S-NeSSAT 5)0 l 7 YOUNGS AVENUE Issue Date: 0 NOTE: � WM INFORMATION FOR THIS SITE PLAN HAS BEEN S 10039'40" E 76.44' PROVIDED BY PINNACLE LAND SURVEYORS LLP AND IS FOR REFERENCE ONLY. REFER TO ORIGINAL STAMPED COPIES OF THE SURVEY FOR ADDITIONAL 98.45' INFORMATION. Revision Dates VINYL W 605 YOUNGS AVENUE - TOWN OF SOUTHOLD FENCE W SUFFOLK COUNTY TAX MAP 1.2'N 0 DISTRICT =y D (n SECTION 1000 611 04 TI � z — '�. LOT 27 BLOCK -p 0 FE M Z 1.0'N \'1 LOT AREA D O a z p 8,975 SF (0.2060 ACRES) O �o _ ZONING � V O z o U) W RESIDENCE DISTRICT R-40 -n m 0- for- -0 I ACCESSORY BUILDING MAXIMUM AREA p m D -� EXISTING 2 STORY j , 0 o m LAND NOW OR 1,000 SF m � o z °° DWELLING #605 W j z rn z � Y F r � z ?� - m FORMERLY O ACCESSORY BUILDING MAXIMUM HEIGHT t— O a ! w a z BAKER 18 feet z a: � j ACCESSORY BUILDING MINIMUM SETBACK v; 9 m m m w i (Side and/or Rear) ' co w j p 5 (feet) 00 I j < I jn ', yr, �a � ' 'c� a"®.,. .�` 'z �'.. - �,. t. , s• Uj "k r n r OL r- WR a y , z FE GRAVEL CU 1.9'N DRIVEWAY CV I I �,. L1.� t �." ka ~ r GAR. x _J ,$ o.8'w m ., . . ` O O c� N 10 39 40 W 1.41N OA- m Y m i �,Z ..0 O .--. 15.00' ) -� , ---� O .. -- -- 77 D ' :d i n U1 co � Rl FE -'- �_ --, � � � � Cl) N 77°14 30 E � 1.8'N _ , v U. 90 s LL. 18.86' GAR. 1.6E ` �, ,` --------------_ OHN 51-0 114„ ILL Alt 0 N 1405113 11WNil m 18.95 � r cn �-T- s z 10 O ENGtNEEI�• 1NG 0 .< ca LAND NOW OR W z 0 O FORMERLY OF L m PROPOSED 1t�IG N Jensen Residence 00 C$S��, ORY $l�r�-D Accessory Building FROHNHOEFER - p m �C (999.86 Sr-) EXISTING SHED TO BE 605 Youngs Avenue m DEMOLISHED Southold, NY, 11971 -__ _ ... . . . .. . . ,. ... Site Plan Scale: 1/8"=1'-0" Note: If Drawing Is Printed On 11 x17 E LAND NOW OR Paper Scale Is 50%Scale Above 3'E o FE FORMERLY OF PROPOSE �_0 E PLAN 5.2'N TURNER _ 1 ca e: 1 8 = A00 FE 14051 '3011 W 2 o'E 1.0 S N 5.5N 3.5'E 40.00' 250131_Jensen I GENIERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Issue Date: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING : OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY, SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMIUVON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 4-8 C COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING TOP PLATE 10'WALL: -8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2020 IRC, 2020 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 Revision Dates should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. LIVE LOADS PSF ROOF (GROUND SNOW LOAD) PER NYS 301.E p 9 RIM BOARD EACH END ( ) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2- 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING : STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2- 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE �, gyp p 16d COMMON SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. . ��.:,` ,�;� O,.Rg.. �, such as bookcases, shelving, pantry,closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL ;* .w ,J"W in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2021 IECC J 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: " FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriat BOTTOM PLATE TO:FLOOR JOIST BAND JOIST 2- 16d COMMON, PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA `, � � �,,,�� length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 o. 0•,,, , 9 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERL.AYMEN FLOOD `fl" el 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING : HAZARDS �' '" 2).All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES MODERAT SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 TO HEAVY MODERATE 11 NONE - p 1 9 JOIST TO: 4-8d COMMON PER TOE concrete or masonr)r walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2- Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2- 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL i NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON NOTES PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END `"� W 1). For roof sheathing within 4 feet of the perimeter edge of the roof, the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST NAIL including 4 feet on each side of the roof peak, ">�" Z ,,,_, 8). Drainage as required b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. }- ) g q y 1 p SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored (0 Z LO FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>o.49. T- M ROOF HEATHIN .. cam For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. W 1).All framing techniques and methods as prescriptive design of current SBC High Win „ „ 3}. Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. JOINT DESCRIPTION NAIL NAIL � Edition Wood Framing Construction Manual. „ QTY. SPACING 3 . Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For " J X Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. ) P 9 9 9 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. < 0 0 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM -SBC Z no � �.. Douglas Fir. 4). Deck joists to have blocking at8'0o.c.. CEILING SHEATHING: WALL SHEATHING REQUIREMENTS FOR WIND LOADS: �,..�... O 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted NAIL SPACING NAIL SPACING AT INTERMEDIATE U. 0 r 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES � (Y•) otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING O (0 4). Unless otherwise noted , all bearingwall headers to be 2 2x10#2 + BTR. Doug. Fir where needed. GYPSUM 7" O.C. EDGE 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) W W `..� ( ) 9 5d COOLERS NOTE: 2 FOR PANEL FIELD WALLBOARD 10"O.C . FIELD Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all �� � openings. LVL headers to have (3)jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6 above grade. INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE:3 0 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall WALL SHEATHING : openings between 4•'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES to glyder(s). JOINT DESCRIPTION and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. D•' 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 5).All flush beams/headersito be Installed with heavy duty galvinized hangers and PANELS WFCM -SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall anchors where applicable t to o all connecting joists. PLUMBING NOTES �� �� be used. 7/16 OSB 3 O.C. EDGE PLYWOOD 6d COMMON 6" O.C. FIELD 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply, drainage and venting to be installed as per N.Y.S. Residential 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless Construction Code. GYPSUM 5d COOLERS 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. noted on plans. WALLBOARD 10 O.C . FIELD 7). Provide 2 - 1-3/4" thick microlams (height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. " s (, H E 7 7 1 where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitte . 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Pp STRUCTURAL PANELS W COMMON 6"",O,C. EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. j EN G I N C E 1FR I N G 1 OR LESS 12 O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES under all bearing walls. as required 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: F reb ocki gb hallrrent be provided toial NYS cut uttoff all con eal dCode- Bdrraaftopeni gKING s REQUIRE h vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. Jensen Residence 10). Provide insutati'on baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to full coordinate system data requirements the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY Accessory Building ) y e a yem ata an re qrements w 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 605 Youngs Avenue CDX exterior sheathingrode plywood. Plywood to cover over plates and headers. 1). Nailing requirements are based on wall sheathing parallel rows of studs or staggered studs. 9 9 p Yw Yw p SOIL COMPACTION: using 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Southold, NY, 11971 Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILLAS NEEDED. Structural Notes - oversubfloor as per manufacture's instructions. members shall be doubled, or alternate connectors, 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR 3).under sta In aseshall comply wid spaces th currenttN YSSResidential at the top Code.ttom of the run. Enclosed spaces Code Requirements 1).All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE Scale: Noted 13).All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls anc SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous over connected TESTED BY PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. Note: If Drawing Is Printed On 11 x17 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. Paper Scale Is 50% Scale Above to have regular 1/2" sheetrock.All walls to be taped and finished. memberS,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tot - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 A-002 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated. Sill plates t be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 250131_Jensen i WIND LOAD PATH CONNECTION ANDCONSTRUCTION DETAIL Issue USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUD ° ENDWALL RAFTER 0 CRIPPLE STUD WALL STUD 0 BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB SIDEWALL DOUBLE JOIST Revision Dates JACK STUDS RAFTER FLOG USP NUMBE:DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATIO USP NUMBE DESCRIPTION APPLICATION BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SI EISP NUMBS DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS;i ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUC H ALL OPENIN S LSTA12 1-1/4"x12"20ga. STRAP APPLYTO EACH JACK STUD ROOF I 11-1/4"x24"20ga. STRAP JAPPLY OVER RIDGE TO EACH RA TER 2x6-2x8 LS26 18ga.SLOPE HANG PLY TO EACH RAFTER/LEDG R JOIST DIRECTION WITH 2)JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED I ZOD. ALL OPENINC SRT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE ST JD 2X10 LS210 18ga. SLOPE HANG APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DI BLOCKY UNDER G @24"OC PARALLEL WALLS, PROVIDE WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP � LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF RIM BOARD I CHIMNEY AVENTILATION S REQUIRED CHANNEL SILL PLATES RAFTER ' WALL SHEATHING �'`�°� • r - '�'��:( ) G RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST ^ FOUNDATION) � ', � ', _', _', TOP PLATE BLOCKING + ��� t FINISH WALLAND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST � ;� m , _:.,-,� r. AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A r� .,' BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA y , C. FLOOR JOIST DEP P NUMBS DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN FREE V N THE AREA OF GUTTER .� - ��, INSTALL 4'0"OZ. � �` THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER �7s"�c�V - ' f SHALL BE COVERED WITH CORROSION- � . 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUD RESISTANT METAL MESH WITH MESH l ONTIN. SOFFITS EXT.EPLYWVENI OOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL K S UD FLASHING TO FORM MAINTAIN AIR LOCATION USP NUMBERDESCRIPTION APPLICATIONSOFFITED EAVE 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUD AND SO AS TO MAINTAIN AIR �/ �. GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHO EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND NSTALL 4'0"O.0 , „- CONNECT T ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUD 8 12 RAFTER RT20 21-1/8 x 20ga.TYDOWN ANCHOF EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENIN S KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING / ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIALAS ROOFING SIDES 4 INCHES AND I NAILED TO SHEATHING SHINGLES AT BASE MIN.N.4 4 INCHES THROUGH VENT WOOD JOIST —� TOP PLATE GIRDER/HEADER SIDE WALL FLASHING (0 Z LO Q) 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 48"OC WOOD JOIST � (� w AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD W CD N FLOOR JOIST DEP P NUMBE DESCRIPTION APPLICATION AND RAKES-- PROVIDE HEMMED EDGES SO �'"1 ' AS TO FORM DRAINAGE CHANNELS AND RAFTER � � � INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION 4"-8" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION '� LO LO ON ALL OPENINGSPRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" RAFTER/PLATE E RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Z m �*► INSTALL 4'0"O.0 - FROM PEAK TO ALLOW FREE RAFTER TO PLATE OVER RIDGE TO THE PROPER STEEL CONNECTOR. ^` 8"- '16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUD CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCH v/CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS 0 ALATES TO EACH ST D . co U) 0 co DBL. SILL PLATE O W TERMITE SHIELD U_ SILL GASKET - - �— SUBFLOOR WOOD JOISTS TYR CONC. FOUNDATION CONC. SLAB ' NEOPRENE DAMPPROOF EXTERIOR C n 6 MIL. POLY GASKET 6MIL POLY OIV EXTERIOR GRANULAR FILL 2x6 l2x8 CONTINUOUS WOOD PLATE�/ r � ' i BOLTED TO STEEL BEAM WITH ` STEEL COLUMN i �'^ ' --' ""f� 1/2"DIA. BOLTS @ 48"o.c. STAG. 0) n _ , o `! ` CONC.SLAB a p - o ° \ ROOF JACK oft ANCHOR BOLT EMBEDME T.. STEEL BEAM V COMPACT FILL p POURED CONCRETE: 7" g° = 4"x 1/4"x 8"STEEL o BLOCK WALL: 15" TOP AND BOTTOM PLATE p ROOFING LAPS KEYWAY FOOTING � ° r \ C,p �- p Q CONC. FTG. ° 4 ° ° FLASHING AT WITH 1/2"x 6"ANCHOR BOLT L p p G ° USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ° ° 8 : a ANCHOR BOLT CONNECTION 1/2"GROUT � ° °° D •$� sk �� � e (USP LBPS58 OR BP583) REINFORCING BAR DRAIN TILE ANCHOR BOLT CONNECTION FOUNDATION DIA.ANCHOR BOL 3"STEEL COLUMN --"'�.. ( 10KIPS ) r SUPPORTING MAXIMUM SPACING FLASHING LAPS ✓��-. - � � ���� SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC �i to ENGiN C ! TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL NG WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL/BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS&VENTS DETAIL Jensen Residence CONC.SLAB Accessory Building r---SUBFLOOR 6X6 10/10 WWM DOOR FRAME COMPACT FILL GARAGE DOOR _^ 0--- JOIST 05 Youngs Avenue utho d N S Y, 11971 , USE 2X8 ' I FOR BLOCKOUT STEEL BEAM " 4 SLAB PLATE W/6X6 WMM SLOPE P. Construction Details ' T. 'd i 4"DRIVEWAY Scale: Noted M I I 1/2"AIRS ACE ° °' —� NOTCH JOIST AND HEIGHT AT END AND ,� 7 1/2'f (WITH A NAILING PLATE IF NEEDED) t�`p DES OF WOOD p ° e ° ° TO BE APROX. 1/2"OR HIGHER THAN GRABEAMS _ °' D ' , D 4 ; .; SHRINKAGE Note: Drawing Is Printed On 11x17 STEEL BEAM TO ALLOW FOR No If awi 6X6 W.W.M. D oe e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Paper Scale Is 50%Scale Above T1. DE 4 e ° I " ° NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM �_ 1 a a NOTCH EQUALS 1/4 DEPTH OF BEAM I I— p D ' , ° I Il-1 SUBFLOOR a •" REINFORCING BAR . c `a REINFORCING BAR ° De e -II ° Q ° �D > - I�— I DRAIN TILE — 1 — °° - e D OIST 12" SHEET METAL/30#FELT UNDER BEAM AT POINT STEEL BEAM A-003 OF CONTACT WITH CONCRETE OR CONC.BLOCK _ =i Rf—n��TV a 3 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH(Z)#4 REINFORCING BA S THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. IA � SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT L 250131_Jensen BEAM POCKET i NOTE: CONTRACTOR SHALL FIELD VEIVFY ALL UNIT DIMENSIONS AND ROUGH OPENINGS PRIOR TO START OF UNIT WIDTH DOOR AND WINDOW MANUFACTURING EXTERIOR DOOR SCHEDULE UNITWIDTH Issue Date: , MAX. U PER PERFORMANCE SOLAR HEAT CERTIFIED AIR MAX N0. MANUFACTURER DR TYPE MODEL FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE NYSEC RATING (DP) GAIN COEFF. INFILTRATION ALLOWABLE DOOR SWING HARDWARE GLASS TYPE REMARKS -- INFIL. PER Manufacturers Design to meet local wind code 101 CLOPAY B Avante AX F2 18'-0"x T-0" Per Ma Per Schedule OVERHEAD TBD GI-2 requirements.Width shown is finished specs dim.See A-200 102 ANDERSEN A Panel Style 102 F1 T-0"x 8'-0" Per Manufacturers 0.34 0.4 Per Schedule 0.312 0.2 0.3 RH OUTSWING TBD GI-1 36"door slab size specs WINDOW SCHEDULE NG D z MAX. U PER PERFORMANCE SOLAR HEAT CERTIFIED AIR MAX ALLOWABLE HARDWARE NO. MANUFACTURER TYPE MODEL FINISH UNIT DIM.(W x H) ROUGH OPENING U VALUE NYSEC RATING(DP) GAIN COEFF INFILTRATION INFIL. PER TYPE GLASS TYPE REMARKS , N0. MANUFACTURER TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE MAX.U PER PERFORMANCE SOLAR HEAT CERTIFIED AIR MAX ALLOWABLENYSEC RATING(DP) GAIN COEFF. INFILTRATION INFIL. PER HARDWARE GLASS TYPE REMARKS Revision Dates 101 ANDERSEN C 400 Series F1 T-0"X T-0" Per Manu.Specs 0.32 0.4 Per Schedule 0.4 0.2 0.3 GL1 Casement Window 102 ANDERSEN C 400 Series F1 3'-0"X T-0" Per Manu.Specs 0.32 0.4 Per Schedule 0.4 0.2 0.3 GI-1 Casement Window Door Type Overhead Garage Door 103 ANDERSEN C 400 Series F1 T-0"X T-0" Per Manu.Specs 0.32 0.4 Per Schedule 0.4 0.2 0.3 GI-1 Casement Window Scale: .. " Scale: N.T.b. 201 ANDERSEN C 400 Series F1 T-0"X T-0" Per Manu.Specs 0.32 0.4 Per Schedule 0.4 0.2 0.3 GL1 Casement Window UNIT WIDTH UNIT WIDTH 202 ANDERSEN D 400 Series F1 T-0"x 5'-5" Per Manu.Specs 0.32 0.4 Per Schedule 0.4 0.2 0.3 GI-1 Picture Window 203 ANDERSEN D 400 Series F1 T-0"x 5'-5" Per Manu.Specs 0.32 0.4 Per Schedule 0.4 0.2 0.3 GL1 Picture Window 204 ANDERSEN C 400 Series F1 3'-0"X 3'-0" Per Manu.Specs 0.32 0.4 Per Schedule 1 0.4 0.2 0.3 GL1 Casement Window w w %` t �:o r �. z z IN, D It All If Window Type (Casement) Window Type (Fixed Panel) Scale: N.T.S. Scale: N.T.S. 4 W Z 101' .Jf � � � - .�L (0 Z � `'" < 0 0 c0 Op :� -- Ik rwwwwww 0U.� a-- 60 FINISH SCHEDULE ... W TYPE DESCRIPTION LL F1 VYNIL INTERIOR&EXTERI R, yj COLOR BLACK F2 ANODIZED FINISH,COLOR BLACK GLASS SCHEDULE TYPE DESCRIPTION 1"LOW-E INSULATED GLASS TEMPERED AS REQ'D PER CbDE, E N G I N E E R I N G GLi ARGON FILLED W/WARM EDGE SPACER TYR MIN. U VALUE AND SHGC AS REQ D PER HERS REQUIREMENTS) TEMPERED INSULATED FROSTED GENERAL NOTES GI WINDCODE'IGNED TO MEET Jensen Residence Accessory Building NOTE 1:ALL DOORS AND WINDOWS SHALL EITHER MEET THE REQUIREMENTS OF AN WALL COMPONENTS AND CLADDING SCHEDULE APPROVED IMPACT-RESISTING STANDARD OR BE PROTECTED WITH AN APPROVED COVERING AS TO COMPLY WITH RCNYS R301.2.1.2 AND INDICATED IN THE PROVIDED 605 Youngs Avenue SHUTTER FASTENING SYSTEM PER DETAIL ON SHEET A-002 WIND AREA(SF) REO'D PRESSURE(PSF) ZONE Southold, NY, 11971 -38.5 (-)4 10 -47.5 (-)5 NOTE 2:ALL LOCATIONS DETERMINED TO BE HAZARDOUS AS PER RCNYS R308.4 SHALL 35.5 (+)4&5 MEET THE IMPACT CLASSIFICATION AND RATINGS OF RCNYS R308.3.1 AND ITS -37 (-)4 Door & Window Schedules CORRESPONDING TABLE 20 -44.5 (-)5 Scale: Noted 34.3 (+)4&5 NOTE 3:GARAGE DOOR SHALL MEET THE REQUIREMENTS OF AN APPROVED -34.9 (-)4 Note: If Drawing Is Printed On 11x17 IMPACT-RESISTING STANDARD OR ANSI/DASMA 115 AS PER RCNYS R301.2.1.2 50 -40 (-)5 Paper Scale Is 50%Scale Above 32.5 (+)4&5 NOTE 4:EGRESS DOOR TO MEET THE REQUIREMENTS OF RCNYS R311.2 -33.7 (-)4 100 -37.9 (-)5 30. (+ AM004 NOTE 5: CONTRACTOR SHALL FIELD VERIFY ALL UNIT DIMENSIONS AND ROUGH -32. (-)4 2 (-)4 OPENINGS PRIOR TO START OF DOOR AND WINDOW MANUFACTURING. 200 -34 (-)5 28.9 (+)4&5 -29.5 (-)4 500 -29.5 (-)5 (+) 250131_Jensen 26.5 4&5 I | / z Issue Date: Revision Dates E E E s� 3/4' 3'-0" FIXEDWIN. FIXED Fil- / 2PER,WIN. _� | | | | ' |m | |. | |� |m | | | | |u | |� | o |m | |� | |_j | ~ { | / STORAGEWI DO MER GARAGE � | | | | | | | ! | ! | | | ! | | | | | | ---- --- ---- ------------ ---- --- --- ---------------- ---- --- ---- OL | � | OPENING | | WITH HEADER WITH HEADER OPENING WITH HEADER | | 0 `- � N | | S 0 S � | | c� | | | | | | DORMER 80%STRUCTURE WIDTH | N, (D > | iC-0 Z LO 00 LU | | | | | | | } | / | BELDOW | | | PITCHED ROOF 103 | | | | | | | ! co | | | | | | LU Vi | | | | | | | | | | | | | | | | | \ | | | | | |ums�pno�rsxv��a�v� | �———_______________________________________________________11-611 29'-11 1/211 —r,1-611 0 ' wv / / W W 1 !� ENGINEERING Jensen Residence Accessory Building Southold, NY, 11971 IOUND FLOOR PLAN @ GARAGE DOOR _�R UN� OR P�LAN�@ST�ORA�GE ���FP L�AN605 Youngs AvenuePlans Note: If Drawing Is Printed On 11x17 Paper Scale Is 50%Scale Above A- 1 01 �D_ ` i Issue Date: W ; Y Y W Y W I i ¢ m i =� m i I X8 ROOF RAFTERS @ In F- F- DORMER ENDS cc W ' ' W Cl)I ' cc W i O i ¢ ¢ O ¢ O 2x6 FRAMING WALL W/R VALUE 21 a I } } I a l a { I W W W } I I 11 7/6"-TJI 360 JOISTS @ 16"O.C. i I Ir o[ 1 i Ir I i I O 0 1 O i1 Cl) I � W W I I UJI I I < 12 " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M `� ' 12 Revision Dates LO __----_---- --------------- -------- - i :n. {- ' , I 6 ; �, a ;LINE OF OPENING I ;LINE OF OPENING I , I BEHIND ,BEHIND -- I 1204 203 li 202 201 , I '� I ' ' I ^ I ' W 00 W , I I I I 1 I I O , STORAGE 10 IL ; I Q I I I I � W I o N i i iZ O I I t • I 1 1 I - _ _ _j)Q _ _ 'J N _ I I • _- UO3 ``1102/y' ^\a101 (' —_ --_--- -- ---- - - _ �,. 1 - I GARAGE b V-2 7/8" 3'6- DOOR EQ.2 3-0 EO.2 333-0"!2 E0.2 3-0 EQ.2 1 1 /4 3-0 .9 0 8 0 5-1 3 OPER.WIN. OPER.WIN. R.WIN."OF N D I 1 E .3 E: .3 OVERHEAD DOOR FIN.OPENING EQ. O O i 33-4 1/2 1 n - 2 -11 /9 12 5 0 - EAST ELEVATION TH �LEYATION.. TIONca e: 1 = 1 - (D4�R e: 0`" &jEC a e: '-=� - *► z [Q) (,) >" b' � Z Uj LUI J ' ¢ m I I ' ¢Z 0 z z 0 OVERHEAD DOOR ENTRY DOOR& ! w ril I- ! I I- w R ERH WINDOWS HEADERAT GARAGE �J I � I � (� I ' 2x8 ROOF RAFTERS @ 16"O.C. a � ' o o ' a a ' 0 I a i } } i a I I a i �¢ W/CLOSED CELL FOAM-R VALUE 49 z I W W I I W I D D I � � I o I I cc ¢ I I I ¢ 2x10 RIDGE BOARD CO I iO Cn { I Cn CI� CL0C-0 I < v i I ( v V J I ¢ ¢ I I ¢ 1 12LL _ � 12 _ --- in 1 --- 9 ©3 tO � O/ F------ ---- -------- ---- -------- ---- ---- --- ---- ---- --- ---- ---- --- ---- ---- -- f 12 it L.1.. 1 I I I , I , Nil - � co M 1 1 I STORAGE , 1 ' I ( 12'-0" r G H ice-.�,.T t 1 1 ENGlNCERIt'•fG I I I I Car Lift Behind � "I in I I I Jensen Residence I I I j 1 Accessory Building I 605 Youngs Avenue • I I ' Southold, NY, 11971 I I - - I � � � 6��CONCRETE SLAB r Elevations & Sections Scale: 1/4"= 1'-011 Note: If Drawing 1 Printed 33-4 1/2 s On 11x17 I 9 e Paper Scale I o e Saes50/ Scl Above I p Scale bo e 2 FEET OF 2"(INSULATION-R VALUE 10 1 n 1 1 u - 1 n _ 1 1 3 41/2 1 11 3 , 2 1I _ _9 11 2 -4 1/2 I 33 - 50 50 I 5 0 8"THK.C.LP.CONC.FDN WALL TO i MIN. B. .W/' 36 B.G. 6'STEM P T S U 0 A-200 FRAMED WALL ABOVE WEc�T ELEVATION +RTUe TH ELEVATION SECTION 16"WIDE X 8"DEEP CONT WALL 4 5 6 — FOOTING TYP.W/(3)#5 X C ca e: 1 = 1 -0 : 1 = 1 -0 ca e: 1 = 1 -0 BOTTOM BAR 250131 Jensen Electrical Legend Issue Date: Single Pole Switch Single Pole Switch With Dimmer �2 Double Pole Switch �3 Three Way Switch �4 Four Way Switch Automatic Jamb Switch Duplex Receptacle Outlet =Q� Duplex Receptacle Switched Outlet Revision Dates v 220 V Receptacle Outlet v GFI GFI Duplex Receptacle Outlet Weatherproof Duplex Receptacle `"P Outlet ® Duplex Receptacle Floor Outlet ❑ Waterproof Ceiling Fixture L--- .WP Recessed Ceiling Fixture L__� - Surface Mounted Ceiling Fixture ------------------------- ---- --- ---------------------------------------------- I a WP U ID I I ( P Surface Mounted Box for Hanging ° I I I I Pendant,. I K I I I I -- ' ----------------------------------------------------- �� ~� .� Cabinet Fixture *� +�,,,ir !•,� �- �► � II G, 3 Wall Mounted Fixture �' a I 1, I I ( I I I , I .'" r, t!ft KWP Waterproof Wall Mounted Fixture ~ -F S. VERIFY ALL OUTLET i i I HEIGHTS IN THE FIELD I , , I i i —1-4 Telephone Jack I , AND COORD.W/INT. i ELEVS AND MILLWORK I I TYP. TV Jack OH G DoOF P N I ( I I Computer Network Jack 041 Uj CEILIN I I i I i i I I Thermostat I 1 0 0 1 Smoke Detector =----------------------------------------------------- ---- --- -- --- -- — ---� I I I ' - --- ---- — --- —----�—/ I I �\ I i -------------------------------------------------------- Cable Connection Carbon Monoxide Detector 0 Alarm Key Pad (� z Floor Mounted Up-Light ..�.. 101 (D NIN, // I 1 1 Z LO Lift Foot Print � 110"X 198" .,.,j ' ' I yam' "J LO I I LL. / \� Alt -- --------------------------------------------------------------------- -- I1 I I -- -------------------------------------------------------------------- --- L-----------------------------------------------------------J L----------------------------------------------------------J 1 GFIOUND FLOOR PLAN @ GARAGE DOOR (D4R ONDFLOOR PLAN @ STORAGE ROOF PLAN e: 1 = 1 - a e: 1 = 1 -0 ca e: 1 = 1 -0 IS C i"-w! E T T I ENoiNEE:RiNG Jensen Residence Accessory Building 605 Youngs Avenue Southold, NY, 11971 Electrical Plans Scale: 1/4" = 1'-0" Note: If Drawing Is Printed On 11x17 Paper Scale Is 50%Scale Above E- 1 01 250131_Jensen Issue Date: Revision Dates 16"WIDE X 8"DEEP CONT.WALL FOOTING TYP.W/(3)#5 X CONT. BOTTOM BAR 8"THK.C.I.P.CONC.FDN WALL TO MIN.36"B.G.W/6"STEM UP TO 30'-5"O.A.FDN DIM FRAMED WALLABOVE 29'-9" 4' 5'9" 18'-3"(M.O.-VIF) V-2 7/ " 3'-7 3/8" 1 L311" DROPPED FOR SLAB ABOVE HEARWALL ,IRS ——————— ————— ————————————————————————————— + 4 /_,t f m fMJQ fit. I I � 1 (2)9 1/2 LVL HEADER @ OVERHEAD GARAGE DOOR,ENTRY DOOR&RIBBON WINDOWS ________________ ___________________________ ------- _ ______ --------------L ----- - ------------ ----------- —------------'----------- VERIFY DOOR SILL ELEVATION AND DROP FDN WALLAS REQ'D(V.LF.) 0 Cr VERIFY REQ'D R.O.WITH GARAGE , ( i I O ;o O 1 I DOOR MANUFACTURER TYP. I ; co W co cc co I I I I 1 cr wLL a w 1 I a\0 Q U_ Q I I 0 i ' I I I i I ' ' ' p ¢ O I 1 , ' ' I O Co 0 I I O ' ' ' m a co M I ; A, i � � II ; '• 1 I I � i fm - 1 I ; . 1 : I I - -- - --- I I I 1 --- -- -- �- - --- - - - - - - -- --- I I (3)18"LVL W/3/4"STEEL PLATE FLITCH BEAM I N I ' 6"THK.SLAB-ON GRADE I i ' t ! OVER 2"RIGID INSULATION(R VALUE 10) ' � W O co ( I I OVER 10 MIL VAPOR BARRIER(TYP.) I i I I I I 2x10 RIDGE BOARD I , (0 Z I I 1 � -• 1 I I I 1 ; ; Lift Foot Print 110"x 198" _j I ' 1 I I I I l i i rG. LO CO Z �► co LL now I '•. I I I I I I ' � 1 I ' ' ' ' 1 I I ; _ _ _ I L___-_ ____________________________________________ ________________________________J I --_ yj I I I I 11- -­­ ­ _­ -- --- -- -- - -- --- -- -- --- -- --- -- -- --- --- -- ---------— •-----------------------—---------------------------------------------� I I I -- - --- -- --- -- -- --- -- -- --- -- --- -- -- --- -- -- --- -- --- - -I- ' I I I I I I I I -----J I-----------------------------------------------------------J 1 FOUNDATION PLAN 046516_�Lfo S OR FRAMING PLAN ROOF F�AING PLAN�: = 1 -0 : 1 4 = 1 -0 ca e: qr ItS0HE_TTI ENGINEERING Jensen Residence Accessory Building 605 Youngs Avenue Southold, NY, 11971 Foundation and Framing Plans . Scale: 1/4"=1'-0" Note: If Drawing Is Printed On 11 x17 Paper Scale Is 50%Scale Above S- 101 250131 Jensen