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�, guFFOi,I'�p� Town of Southold 4/30/2015 0 P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37533 Date: 4/30/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 3305 Aldrich Ln, Laurel SCTM #: 473889 Subdivision: Sec/Block/Lot: .124.-1-3.2 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/28/2014 pursuant to which Building Permit No. 38935 dated 6/5/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck and attached two car garage, to an existing one family dwelling as applied for. The certificate is issued to of the aforesaid building. Minnick, Merry Lou SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38935 4/28/2015 4/28/2015 Andrew LaGrasse A riz Sign e Offffl,teo 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 #: 38935 Date: 6/5/2014 Permission is hereby granted to: Minnick, Merry Lou 3305 Aldrich Ln PO BOX 201 Laurel. NY 11948 To: Additions and, alterations to an existing single family dwelling as applied for. At premises located at: 3305 Aldrich Ln, Laurel SCTM # 473889 Sec/Block/Lot # 124.-1-3.2 Pursuant to application dated To expire on 12/5/2015. Fees: 5/28/2014 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,419.20 CO - ADDITION TO DWELLING $50.00 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 i"s 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. adcio� t<o � New Construction: Old or Pre-existing Building: (check one) Location of Property: 386 Aldrich 1—aare f House No. Street Hamlet Owner or Owners of Property: _ rnerr z Lou Suffolk County Tax Map No 1000, Section /a `f Block / Lot 3• a Subdivision MY bar &ub21yiam -Dr 6M,-S67Wa7lo Filed Map. Lot: I;?- Permit No. Date of Permit. /o/,1" 0 01 Y Applicant:_ Merry Lou M/,n7 li`C -- Health Dept. Approval: Planning Board Approval: Request for: TempoCertificate .o Fee Submitted: $ Underwriters Approval: Final Certificate: ✓ (check one) X, A plicant Signa re Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(aD-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Minnick Address: 3305 Aldrich Lane City: Laurel St: New York Zip: 11948 Building Permit #: 38935 Section: 124 Block: 1 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Eastern Energy License No: 52689 -ME SITE DETAIL5 Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 44 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 4 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 22 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixture Time Clocks - Disconnect Switches 42 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Paddle Fans, 1- Exhaust Fan, 1- Hydro Massage Tub, 7- ARC Fault Circuit Breakers, Geothermal Heat Notes: Inspector Signature: Date: April 28, 2015 Electrical 81 Compliance Form.xls CERTIFICATION Date: ae r 51 r j viO l �j J Building Permit No.J 3 Owner: rn e- ' rq Lo c_t_ M r n -n I C K (Please print) Plumber: D-nCiop-to LQ Gm se aaJer-ydo z" -:s (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plum6oA Signature) Sworn to before me this day of T-% 20 Kbba� Notary Public, 5,-* / County PATRICIA IREi->W�- CKCbe�r— Notary Public. State of New York No. 01184842572' Qualified in Sutfolkgouro —7 Commission Expires / 3 38. cot TOWN OF SOUTHOLD BUILDING'DEPT. 765=1802 / .-INSPECTION- IFOUNDATION IST - [ I ROUGH PLUMBING' FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUMON ELECTRICAL (ROUGH) CODE VIOLATION INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE INSPECTOR 12:� . OF SO(/ryo! TOWN ,OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING INSPECTOR 8 #' # 3T73j� couto,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION iST [ ]ROUGH PLUMBING ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING /STRAPPING [ ] FINAL.- [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATI1�- [ ]CAU� REMARKS: ��/elf✓/ � DATE �� INSPECTOR �o��OF SOUIyo� TOWN -;OF. SOUTHOLD BUILDING -DEPT.'., 765-1802 INSPECTION-,. [ }FOUNDATION iST .' { ]ROUGH PLUMBING [ ] fdUNDATION 2ND [ ]INSULATION ['� FRAMING /STRAPPING [ ]FINAL [ ] FlREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION I I FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING. REMARKS: _ DATE ��1_2_9A� -INSPECTORI 4 pF SOpj�O6 . co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION.- [ ] FOUNDATION IST' [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 77�,� DATE INSPECTOR OE SObryO� TOWN -OF SOUTHOLD BUILDING -DEPT. 765-1802 IN--.SPECTION [ ]FOUNDATION iST ROUGH PLUMBING [ ] OUNDATION 2ND [ ]INSULATION [ �j FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION I I RRE nESIsrarrt ca+sTauc'noN [ ] ane RESISTANTPENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING DATE '�`� � INSPECTOR 38 p3S�- OF SOUT,yOIo cou�m,� TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] GH PLUMBING [ ] FOUNDATION 2ND [ • INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ :] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] �ECTRICAL (FINAL) [ ] CODE VIOLATION [k CAULKING Ql=RfieQlfc. ... DATE INSPECTOR OF SOpryo� TOWK:OVSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION DATE.INSPECTOR [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING/ STRAPPING [ FINAL . ] FIREPLACE A CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ j ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]CAULKING REMARKS! DATE.INSPECTOR ho��pF SO(/r�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION -2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: DATE r4, 64Z -re. [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ ]� CAULKING TOWN OF SOUTHOLD - T BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 n ��..5 SoutholdTown.NorthFork.net PERMIT NO 3°� Examined 20 J WE Approved P20 Disapproved a/c Expiration 20__ BLDG. PT. TOWN OUTH OLD APPLICATION FOR INSTRUCTIONS Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Robert Stromski Mail to: PO Box 1254 Jamesport, NY 11947 Phone: 631-779-2832 PERMIT Date 2014 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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. moo d�� � .'3�iYfiy liCL- (Siinature of appl(cant or name, if a corporation) PO Box 201 Laurel, NY 11948 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Lou Minnick - Owner Name of owner of premises Merry Lou Minnick (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 029169 Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3305 Aldrich Lane House Number Street County Tax Map No. 1000 Section 124 Block 1 Subdivision Minor Subdivision for Agnes Catalano Filed Map No. -1Matiituek Faure Hamlet Lot 3.2 Lot 2 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: .a. Existing use and occupancy single-family residence with attached garage b. Intended use and occupancy single-family residence with attached garage 3. Nature of work (check which applicable): New Building_Q. Addition © Alteration 0 Repair 0 Removal Demolition 0 Other Work (Description) 4. Estimated Cost 120,000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars (2) one car garages 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 64'5" irr. Rear 64' 5" Depth 47' 8"irr. Height 15' 1" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 100' 5" irr Depth 67'6" Height 15' 7" Number of Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front -1 64.87' Rear 164.99' Depth 574.91' 10. Date of Purchase 1973 Name of Former Owner 4n es CQ lac r�o 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO XX Rear 100'5" irr. 13. Will lot be re -graded? YES_0 NOZWill excess fill be removed from premises? YES NOF -1 14. Names of Owner of premises Merry Lou Minnick Address PoBox 201 Laurel, NYphone No. 631- a?,R` 7 53 Name of Architect Robert Stromski AIA Address ?Oox 12s -Ll JAMhS,tlo2j Phone No 631-779-2832 Name of Contractor Stromski architecture, p.c. Address A Y 1195► b ne No. 631-779-2832 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES]::I_NO M * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO m * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate 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. 18. Are there any covenants and restrictions with respect to this property? * YES_a NOJZ_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 171e,''N 40-Y 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo ,efore me this iZ day of 20 (� , BONNIEJ. DOROSKI �NPublic Notary Public, State Of New York Aignature of 4plicant No. 01D06095328, Suffolk County Term Expires July 7, 20_ r" l Scott A. Russell , �° WWATIEIR. SUPERVISOR g�gp AGJEMJEI 'T SOUTHOLD TOWN HALL`- P. O- Box 1179 QI 29 53095 Main Road- SOUTHOLD, NEW YORK 11971 o n of Southold BLDG. DEPT. MAY 2 9 2014 TOWN OF SOUTHOLD CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT RWOLVE ANY OF THE FOI LOWINQ (CHECK ALL THAT APPLY) z ❑ A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area j ❑ 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. } ❑ E. Site preparation within the .one -hundred -year floodplain as depicted on FIRM Map of any watercourse. ► Q , 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. J us 15 v, 4 0)"4_ fin, - - - - ---- -- - - - ---= -- -- ----- -- - - - - - I _t_ F�. If you answered N0 to all of the questions above, STOP! Complete fhe Applicantsection 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, please submit Two copies of a Stornn ater Management Control Plan and a completed Check List Form to the Building Department wit�your Building Permit Application. APPLICANT_ !Property Owner Design Professional. Agent,, Contractor, Other NAME �a rgi —' -s—, *M sw- 1 Contact Property Address / Location of Construction work: FORM * SMCP - TOS MAY 2014 S.C.T-M. ;`: I000 Date Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Reviewed By: Date: :5 1 ❑Approved for processing Building Permit: — St water Management Control Plan Not Required. Stormwater Management Control Plan is Required_ {Forward to Engineering Department for Review.) I APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) &C.T.M. # 1000 �,- Osk CHAPTER 236 NA %J�'jj� j Z `� �— 3 :2°" Section Block Lot z Stormwater Management Control Plan CHECK LIST S M C P - Plan Requirements: Provide ONE copy of the Building Permit Application. Date: %il Plmx Punt- 3 �,� � ,� ° O * The applicant must provide a Complete Explanation and/or Reason for not providing Information all that has been Required by the following Checklist! I u Teleph—Number: 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST NA If You answered No or NA to any Item, Please Provide Justification Here! YE NO show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0 DRAINAGE iNSPECT9UNS ARE REQUIRED b. Total Site Acreage. 0 ngineering at -1560 before c. Existing - Natural & Man Made Features within 500 L.F. 00 Backfill, UK Provide Engineer's Certification of the Site Boundary as required by § 236-17(C)(2). at the drainage has been installed to Code. d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 1?o e OLtcMei n ,j L) f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) ® C ps Lv OAT � g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. IF J. Location of proposed Soil Stockpile Area(s). ® YxCv,ss F i" 'Vic "o k. Location of proposed Construction Entrance/Staging Area(s). F;zl 115 X\.5 vh-wAY 1. Location of proposed concrete washout area(s). 0 t16 �- f -i uk �✓ M. Location of all proposed erosion & sediment control measures. vy,12 &,/ p 2. Stormwater Management Control Plan must include Calculations showing ke�Q I r -a 0 -*4 ^ la-V—L Aq— that the stormwater improvements are sized to capture, store, and infiltrate 0 51 C i?- on-site the run-off from all impervious surfaces generated by a two (21 inch rainfall / storm event. 3. Details & Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to:i e ,to: a. Erosion & Sediment Controls. 0 ruction Entrance WiFe b. Construction Entrance & Site Access. BfIcked Silt Fencing, stabilization & c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.) =1EM Seeding of eXposedand/or inactive s ' d. Leaching Structures (e.. infiltration basins, swales, etc.) ****FOR ENGINEER' DEPART E T USE ONLY'"' Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: ——————————————————————— Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List - TOS MAY 2014 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 roger.richertaj �ownlsout�lo�d.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: c Address: Phone No.• 6 lrkr_J/axro- �QUO&Ts GOSSTerr, Eme_ CA kz VSO SawHd Ave I) yooy AJwv:Hrs�rAo.v.) Date: IVa✓ /,2,01 ,V JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 3S05_ *Cross Street: I *Phone No.: Permit No.:g Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate Temp Information (If , e ed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 *New Service: Re -connect Under and Number of Meters Change of Service Additional Information: PAYMENT DUE WITH APPLICATION YE NO =Rough YES NO Final Other Overhead 82 -Request for Inspection Form b -/L/ - ,1 J Gmail - 7 -SO -0089 https://mail.google.com/mail/u/0/?ui--2&ik-=c995961490&view=pt&ca... ail - a i lTM Lisa Tooker <Itooker@gmail.com> Gm D MAY 2 2 2014 7-SO-0089BLDG. DEPT. 1 message TDWNI D SOUTH02 Lyons, Ed <Edward.Lyons@suffolkcountyny.gov> Fri, Apr 11, 2014 at 1:30 PM To: "Itooker@g mail. com" <Itooker@g mail. com> Lisa, A search of our records for that reference number shows the system installed would be acceptable for a house with up to 4 bedrooms. Our records indicate a 1000 gallons septic tank and 2 - 8 ft diameter x 6 ft deep leaching pools were installed. Ed PRIVILEGED AND CONFIDENTIAL - INTEROFFICE/INTRA-AGENCY COMMUNICATION - NOT SUBJECT TO FOIL DISCLOSURE - NOT FOR DISTRIBUTION Edward Lyons Associate Public Health Sanitarian Office of Wastewater Management Suffolk County Dept of Health Services 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 Phone: 631-852-5700 Fax 631-852-5755 CONFIDENTIALITY NOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by the attorney-client privilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error, please notify the sender immediately by e-mail and delete the original message. 1 of 1 0 5/12/2014 11:09 PM N PROPOSED ONE-STORY 11347 S.F. ADDITION DIAMETER 5' HIGH STORM RING. WITH CONCRETE PRECAST COVER AND SOLID CAST IRON COVER STORMWATER CONTAINMENT: I PROPOSED ONE -CAR 432 S.F. ATTACHED GARAGE i 1 A + CD, 1 ,N 1 �1 O CRP YID O row rv4- TOTAL ROOF AREA OF ADDITION - 2,187 SQUARE FEET PROPOSED DRIVEWAY TO BE STONE GRAVEL TO MATCH EXISTING REQUIRED CONTAINMENT FOR ADDITION 2,187 X .1667 = 364.57 PROPOSED CONTAINMENT (2) 5' NIGH X 8' DIA. RINGS 211.125 C.F. PER RING =422.25 C.F. OF CONTAINMENT STORMWATER PREVENTION PLAN Il t O Igy1'm D °sO EROSION & SEDIMENT CONTRdOLS o Shall include but not g A �prJeli fn ntained Construction Entrance, AIAire Backed Silt Fencing, stabilization & eeding of exposed and/or inactive soils, 3000 DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. PROPOSED 8' DIAMETER 5' NIGH STORM RING WITH TRAFFIC BEARING COVER AND CAST IRON GRATE i a m s,TI� 4*,A ! 5-Z-/ sd7 5. Fe APPROVAL OF STORiVIWATER MANAGEMENT CONTROL P N - o n Code a_ er 236 Date: ;+ Approved I� S 1 I-0-mS i4I architecture, p.c. P.O. BOX 1254 JAMESPORT,NY 11947 PHONE (631) 779-2832 PAX (631) 779-2833 Proposed Addition Alteration For: Mr. and Mrs. Tooker 3305 Aldrich Lane Laurel, New York ht 2014. STAOMSIO: arrhltect -,pAll reserved. Tha Ambitect reaervr_s the right to reProdace this design in it, entirety or any portion thereof. Unauthorized alteration of these documents is a violation of the New York State Education Law. These drawings and specifications are as irrDCunaent of service and are the Property of the Architect. These drawings and apeelfications are not to be used on as other Project, except by written pernabdon of the Architect. PROJECTNO. 13-AR022 SCALE AS NOT ID DATE 5/27/2014 DRAWN BY RS I CHECI® BY RS TITLE SHEET SITE PLAN SP -1 ON �i� STORMWATER PREVENTION PLAN scale: i' - 30'-0° S TRO -MS ]Q architecture, p.c. P.O. BOX 1254 JAMESPORT,NY 11947 PHONE (631) 779-2832 FAX (631) 779-2833 Proposed Addition Alteration For: Mr. and Mrs. Tooker 3305 Aldrich Lane Laurel, New York SEAL I '1 2014. STROMSKI architecture, p.c. All is reserved. The Architect reserves the right to reproduce this dealgo ,, ita entirety or nny portion thereof. Llnautborizcd alteration of these documents ie a violation of the New York State Education Law. These drawings and specifications ate an instrument of —1— and c 1ceand aro the property of the Architect. Thue drawings - and spedficatkma are not to be used on say other project, except by written permiaaim of the Asebitect. PROJECT NO. 13-AR022 SCALE AS NOTED 'DATE 5/27/2014 DRAWN BY RSI CHECKED BY RS TITLE I SITE F PLAN SHEET SP -1 REScheck Software Version 4.5.0 Compliance Certificate Project Tooker Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 13% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3305 Aldrich Lane Robert Stromski Aa4Wdtt, NYH�JSt� STROMSKI architecture, p.c. I PO Box 1254 Jamesport, NY 11947 ,Compliance: Passes using UA trade-off Compliance: 17.3% Better Than Code Maximum UA: 255 Your UA: 211 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,347 30.0 0.0 0.035 47 Floor 1: All -Wood joist/Truss:Over Unconditioned Space 1,347 30.0 0.0 0.033 44 Wall 1: Wood Frame, 16" D.C. 1,272 19.0 0.0 0.060 65 Window 1: Wood Frame:Double Pane with Low -E 77 0.280 22 Door 1: Solid 20 0.300 6 Door 2: Glass 88 0.310 27 Compliance Statement. The proposed building design described here is consistenwith the building plans, specifications, and other calculations submitted with the permit application. The proposed buil ng has be designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4,A.0 and tok mply with the mandatory requirerr.Wnts listed in t P==7 </t I REScheck Ins p ction Checklist. Dat n D A Project Title: Tooker Residence Data filename: Untitled.rck Report date: - 05/20/14 Pagel of 7 LTJ REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verifled Value Field Verified Value Complies? Comments/Assumptions & Req.11) 103.2 ;Construction drawings and❑Complies [PR1)1 documentation sufficiently ❑Does Not U ; demonstrates energy code ❑Not Observable compliance for the building ❑Not Applicable ; envelope. 103.2, ;,Construction drawings and I ❑Complies 403.7 I documentation sufficiently ❑Does Not [1311311 ; demonstrates energy. code ' ❑Not Observable ; v ;compliance for lighting and I mechanical systems. Systems ❑Not Applicable ;serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is: Heating: Heating: ;❑Complies [PR212 sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not U on loads per ACCA Manual J or ; Cooling: Cooling: ❑Not Observable ' other approved methods. Btu/hr Btu/hr ; ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Tooker Residence Report date: 05/20/14 Data filename: Untitled.rck Page 2 of 7 2010 New York Energ"y Foundation Inspection Complies? Comments/Assumptions 303.2.1 i Exposed foundation insulation ;❑Complies [F011]2 protection. ;❑Does Not lJ :,F -]Not Observable 1,❑Not Applicable 403.8 Snow melt controls. ;❑Complies [FO12]2 ;❑Does Not U ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 I Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Tooker Residence Report date: 05/20/14 Data filename: Untitled.rck Page 3 of 7 Section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies. Comments/Assumptions & Req.ID 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 !is listed and labeled as meeting ❑Does Not v �AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable :or has infiltration rates per NFRC ❑Not Applicable ; X400 that do not exceed code limits. 402.4.5 IC -rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not t8J and labeled to indicate &It;= 2.0 ❑Not Observable IE]Not cfm leakage at 75 Pa. Applicable 403.2.1 ; Supply ducts in attics are ; . R- ; R- ;❑Complies [FR12]1 !insulated to R-8. All other ductsR_ ; R_ ;❑Does Not J ; in unconditioned spaces or '❑Not Observable ; outside the building envelope are; :❑Not Applicable I insulated to R-6. Not applicable if ; all systems are ductless. ; I 403.2.2 ; All joints and seams of air ducts, ❑Complies [FR13]1 !air handlers, filter boxes, and ❑Does Not v ; building cavities used as return ❑Not Observable ; ducts are sealed. #❑Not Applicable ; 403.2.3 Building cavities are not used as ❑Complies [FR15]3 f ducts or plenums. ❑Does Not j ❑Not Observable i❑Not Applicable ; 403.3, HVAC piping conveying fluids ; R- R- ;❑Complies ; [FR17]2 above 105 4F or chilled fluids !❑Does Not U below 55 QF are insulated to R-3. ; �❑Not Observable ; I ;❑Not Applicable 403.4 Circulating service hot water ; R- R- ,❑Complies Not [FR18]2 pipes are insulated to R-2. ;❑Does U ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies Not [FR19]2 installed on all outdoor air❑Does U intakes and exhausts. ][]Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1Medium Impact (Tier 2) 13- I Low Impact (Tier 3) Project Title: Tooker Residence Report date: 05/20/14 Data filename: Untitled.rck Page 4 of 7 2010New York Insulation Inspection Complies? Comments/Assumptions Energy .7 303.1 installed insulation labeled or ;❑Complies [IN13]2 JAII installed R -values provided. I❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Tooker Residence Report date: 05/20/14 Data filename: Untitled.rck Page 5 of 7 Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.4.2, ; Building envelope tightness ; ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 :verified by blower door test result! !❑Does Not [FI17]1 of <7 ACH at 50 Pa. This ' ❑Not Observable U ;requirement may instead be met ; Evia visual inspection, in which ;❑Not Applicable case verification may need to ; ; occur during Insulation Inspection. 402.4.3I Wood -burning fireplaces have �❑Complies [FI8] gasketed doors and outdoor I ❑Does Not V (combustion air. ❑Not Observable ' 111Not Applicable 403.2.2 ; Duct tightness via post- cfm ; cfm ;❑Complies [FI4]1 construction with maximum !❑Does Not v leakage of 8 cfm to outdoors, or i ;❑Not Observable i 12 cfm across systems. For rough -in tests, verification may ❑Not Applicable !,need to occur during Framing ; :Inspection, with maximum !leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed on forced air furnaces. ❑Does Not IE]Not Observable ❑Not Applicable ; 403.1.2 Heat pump thermostat installed 10Complies [FI10]2 ion heat pumps. F❑Does Not 10 j '. ;❑Not Observable ; If j❑Not Applicable 403.4 Circulating service hot water El Complies ; [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable i ❑Not Applicable 4.03.9.1 !Readily accessible switch on ❑Complies ; [FI12]3 I heaters for swimming pools. ❑Does Not e. ❑Not Observable IE]Not Applicable 403.9.2 ;Timer switches on pool heaters i S❑Complies [FI19]3 and pumps are present. �❑Does Not R ;❑Not Observable y❑Not Applicable 403.9.3 ;Heated swimming pools have a I❑Complies ❑Does [F120]3 cover. Covers on pools heated Not Q over 90 9F are insulated to R-12. ❑Not Observable 1❑Not Applicable 401.3 jCompliance certificate posted. '❑Complies [F17]2 []Does Not ; l� ❑Not Observable ; �❑Not Applicable 303.3 ' Manufacturer manuals for ❑Complies ; ❑Does Not [F118]3 mechanical and water heating 0equipment have been provided. []Not Observable ,❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Tooker Residence Report date: 05/20/14 Data filename: Untitled.rck Page 6 of 7 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Tooker Residence Report date: 05/20/14 Data filename: Untitled.rck Page 7 of 7 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Wall 19.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.28 Door 0.31 Heating System• Cooling System• Water Heater• Name• Date: Comments 3305 ALDRICH LANE MATTITUCK , NY 11952 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SPEED SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD ENT UNDERLAYMHAZARDS FLOOD WEATHERING FROST LINE DEPTH TERMITE DECAY SNOW LOAD (MPH) DESIGN CATEGORY TEMPERATURE REQUIRED 10 20 120 B SEVERED 40 MODERATE SLIGHT TO II YES WA 40 10 GUARDRAILS AND HANDRAILS 200 10 TO NERVY MODERATE 10 FIRE ESCAPES 40 TABLE OF CONTENTS A-1 - 51TE PLAN t PROJECT INFORMATION A-2 - PROPOSED FOUNDATION PLAN A-3 - PROPOSED FLOOR PLAN A-4 - PROPOSED ROOF PLAN A-5 - PROPOSED ELEVATIONS AND SECTIONS A -G - PROPOSED ELEVATIONS AND SECTIONS W-1 - DETAIL WALL SECTION AND ELEVATION W-2 - TABLES, SCHEDULES AND DIAGRAMS FLOOR AREA5 FIRST FLOOR SQUARE FOOTAGE - ATTACHED GARAGE - TOTAL LIVING AREA - DESIGN LOADS ASN DROP A.F.F. USE LIVE LOAD MSOFFT.] DEAD LOAD [LB/SOFT.] EXTERIOR BALCONIES 60 10 DECKS 40 10 PASSENGER VEHICLE GARAGES 50 10 ATTICS WITHOUT STORAGE 10 10 ATTICS WITH STORAGE 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 10 GUARDRAILS AND HANDRAILS 200 10 GUARDRAILS IN -FILL COMPONENTS 50 10 FIRE ESCAPES 40 10 1790 SOFT. 1347 SOFT. 3137 SOFT. 547 SOFT. 432 5QFT. 979 SQFT. 1790 SOFT. 1347 SOFT. 3137 SOFT. PRESCRIPTIVE DESIGN METHODS 120 MPH WIND ZONE5 INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - FAMILY DWELLINGS (2001 EDITION) ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS W-1 AND W-2. I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' INTERVALS (MATCHED WITH 5UBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 2. 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. PROVIDE 1-1/4" X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.33 AND DRAWINGS ON SHEET W-2. 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE NAILING SCHEDULES OF SHEET W-1 TABLE 3.1, 3.3A. 4. 14OLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN SHEET A-2 AND SHEET W-1 DRAWING I. ANCHOR BOLTS ARE EMBEDDED IN THE FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET W-1 TABLE 3.1. 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S SPECIFICATIONS. 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.4 ON SHEET W-2. S. ALL STRAPPING CAN BE INSTALLED OVER SHEATING ONLY IF THE FASTENERS IDENTIFIED IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE WIDTH OF THE SHEATING SUBSTRATE BEING USED. SCHEDULE OF ABBREVIATIONS A.D. ASN DROP A.F.F. ABOVE FINISH FLOOR BM. BEAM BRG. BEARING C.J. CEILING JOIST C.F.M. CUBIC FEET PER MINUTE CLOS CLOSET C.O. CLEAN OUT CON. CONCRETE C.M. CARBON MONOXIDE DETECTOR C5MT. CASEMENT C.T. CERAMIC TILE D. DRYER D.N. DOUBLE HUNG DIA. DIAMETER D.J. DECK JOIST DN. DOWN DW. DISHWASHER F.A.I. FRESH AIR INTAKE F.D. FLOOR DRAIN FDN. FOUNDATION F.J. FLOOR JOIST FP.S.C. FIREPROOF, SELF-CLOSING FTG. FOOTING FXD. FIXED GALV. GALVANIZED GL. GLASS N.B. HOSE BIBB N.C. HANDICAPPED HDR. HEADER N.M. HOLLOW METAL K.S. KITCHEN SINK LAV. LAVATORY L.C. LINEN CLOSET MECH. MECHANICAL MIN. MINIMUM MAX. MAXIMUM MLDG. MOULDING M.O. MASONRY OPENING N.I.C. NOT IN CONTACT O.C. ON CENTER O.N. OVERHEAD P.C. POURED CONCRETE R. RISER RAD. RADIUS REF. REFRIGERATOR REINF. REINFORCED R.F. RESILIENT FLOORING R.R. ROOF RAFTER S.D. SMOKE DETECTOR SH. t PL. SHELF t POLE SHWR. SHOWER SOFT. SQUARE FEET TtG TONGUE t GROVE T.C. TERRA COTA TEMP. TEMPERED GLASS T.O. TRIM OPENING TYR TYPICAL V.I.F. VERIFY IN FIELD W. WASHER W.C. WATER CLOSET WD. WOOD W.F. WATER FOUNTAIN W.N. WATER HEATER W.I. WALK-IN W.W.F. WELDED WIRE FABRIC N APPROVED AS NOTED DATE:6 ! ` B.P. # FEE:3 I I I zA BY: --b?iz NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONBffieNS OF 00 NOT PROCEED WITH OCCUPANCY OR FRAMING UNTIL SURVEY . FRAMING UNTIL LOCATION �1SE IS UN�V�i�=� .rm.. � HAS BEEN APPROVED. WITHOUT CERTIFICATE OF OCCUPANCY Ez r` RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. I SITE PLAN Scale: 1' = 30'-01 OPF(61' _ � F .� N Srl 110MSKI carchjtec-tune, p.c. P.O. BOX I254 JAMESPORT,NY 11947 PHONE (63I) 779-2832 FAX (63I) 779-2833 PLUMBER 0ERTIFJCAM,"J ON LEAD CCX�4FNT CEFORE CERT/FJCATE'bF OCC'.1PANCY SOLDEP USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2 tO OF 1% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING Proposed Addition and Alteration For: Tooker Residence Contact 1-0-S EnL.;,cering at 765-1560 b `orc Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code 3305 Aldrich Lane Mattituck, New York S.C.T.M.# I 000- I 24- I -3.2 REVISIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEAL Copyright 2011. STROMSKI architecture, p.c. All rights reserved The Architect reserves the right to reproduce this design in its entirety or any portion thereof Unauthorized alteration of these documents is a violation of the New York State Education Lase. These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any other project, except by written permission of the Architect. 0 1 PROJECT NO. I3-AR022 I SCALE AS SHOWN DATE 5/I6/20I4 1 E DRAWN BY TD I CHECKED BY RS TITLE Site Plan And Project Information SHEET A- 1 WINDOW SCHEDULE EXTERIOR DOORS SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLA55 AREA UNIT AREA EGRESS REMARKS RA ANDERSEN CASEMENT PICTURE P3535 n/a q.4 SF. 11.5 SF. NO ® ANDERSEN CASEMENT CWI4 6.6 5F. 7.2 5F. 9.5 5F. YES © ANDERSEN CASEMENT CW24 13.1 5F. 14.4 5F. 18.8 5F. YES 5� x 6 RD ANDERSEN CASEMENT CW34 13.1 5F. 21.6 5F. 28.2 5F. NO 12.04 5F. ❑E ANDERSEN AWNING A31 1.4 SF. 4.3 SF. (P.O SF. NO F❑ TAFCO BASEMENTA40PPER PV-HOP32Xi4 ? SF. ? 5F. 4.0 SF. NO 16.72 SF. 20.64 5.F NOTES: I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW -E, UNLE55 NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REOUIREMENT5 OF THE LARGE MISSILE TEST OF ASTM E I9g6 AND OF ASTM E M. IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENIWG PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE 8301.2.1.2 ON SHEET W-1. DOOR SCHEDULE EXTERIOR DOORS SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMAR OI 5� x 6 ANDERSEN SLIDING PATIO FWG5061IR 12.04 5F. 33.bq ST O2 3 Q X 6 THERMATRU HINGED 16.72 SF. 20.64 5.F TO BE O3 g Q X 7 Q CLOPAY GARAGE TO BE INTERIOR DOORS SYMBOL SIZE TYPE REMARKS O 24 x 6 ! HINGED OB 2EX 6 HINGED O 3 X 6 } HINGED OD 2 2 X (P ; HINGED NOTES: I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW -E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REG)UIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Ig06 AND OF ASTM E 18%. IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM SPAN OF 8' 514A PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. F MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W -I. SYMBOL LEGEND: Q5 SINGLE AND MULTI -STATION SMOKE ALARM TO BE 5.D. INTERCONNECTED AND HARDWIRED m CARBON MONOXIDE DETECTORS SHALL BE INSTALLED CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED ?❑ WINDOW DESIGNATION (SEE WINDOW SCHEDULE) O DOOR DESIGNATION (SEE DOOR SCHEDULE) �---- SECTION MARK (DWG#/SHEET) , DETAIL SECTION MARK (DWG#/SHEET) �--�' DETAIL DRAWING MARK (DWG#/SHEET) WALL LEGEND: EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED D NEW 2' X 4' WOOD FRAME WALL NEW 2' X 6" WOOD FRAME WALL C� LOAD BEARING WALLS NEW P.C. CONCRETE WALL © FIRE BRICK 0 STANDARD BRICK I DROPPED MASONRY PROPOSED FIRST FLOOR PLAN Scale: 1/4' = I'-0' Srl�z0N[S tt Z�rCIliIQ-CLUiv, P. C. P.O. BOX I254 JAMESPORT,NY 11947 PHONE (63I) 779-2832 FAX (63I) 779-2833 Proposed Addition and Alteration For: Tooker Residence 3305 Aldrich Lane Mattituck, New York S. C.T.M.# I 000- 124- I -3.2 REVISIONS 0 0 0 0 0 0 0-- n 0 0 0 0 0 0 0 0 0 0 SEAL D x K Y Copyright 20I L STROMSKI architecture, p.c. All rights reserved. The Architect resines the right to reproduce this lesign in its entirety or any portion thereof Unauthorized alteration of these documents is a Violation of the New York State Education Law. These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be usel on any other project, except by written permission of the Architect. 1 PROJECT NO. I3-AR022 I SCALE ASSHOWN I DATE 5/I6/20I4 1 E DRAWN BY TDI CHECKED BY RS TITLE Proposed Floor SHEET Plan A-3 WINDOW SCHEDULE EXTERIOR DOORS SYMBOL SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS Q ANDERSEN CASEMENT PICTURE P3535 n/a 9.4 5F. 11.5 5F. NO © ANDERSEN CASEMENT CWI4 6.6 5F. 7.2 5F. 9.5 5F. YES © ANDERSEN CASEMENT CW24 13.1 5F. 14.4 5F. 15.8 SF. YES rD ANDERSEN CASEMENT CW34 13.1 SF. 21.6 5F. 25.2 SF. NO QE ANDERSEN AWNING A31 1.4 SF. 4.3 5F. 6.0 SF. NO QF TAFCO BASEMENTA40PPER PV-HOP32XI4 ? 5F. ? 5F. 4.0 SF. NO SYMBOL SIZE TYPE REMARKS NOTES: I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW -E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E 1996 AND OF ASTM E 18%. IF IMPACT RE515TANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM T14ICKNE55 OF 7/10 AND A MAXIMUM SPAN OF b' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W -I. DOOR SCHEDULE EXTERIOR DOORS SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT OI 54 x 6 la ANDERSEN SLIDING PATIO FWG50WIR 12.04 SF. 33.b O2 34 x 6 THERMATRU HINGED O 16.72 5F. 20.6 O3 g Q x 7 Q CLOPAY GARAGE O O O INTERIOR DOORS SYMBOL SIZE TYPE REMARKS O 24 x 6 t HINGED © 2"x 6 } HINGED Copyright 2011. STROMSKI architecture, p.c. All rights reserved. The Architect reserves the right to reproduce this O3 4 x 6 HINGED OD 22 x 6 HINGED DATE 5/I6/20I4 NOTES: I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW -E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/160 AND A MAXIMUt PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHM MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-1. SYMBOL LEGEND: 0 SINGLE AND MULTI -STATION SMOKE ALARM TO BE S.D. INTERCONNECTED AND HARDWIRED 0 CARBON MONOXIDE DETECTORS SHALL BE INSTALLED CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED 0 WINDOW DESIGNATION (SEE WINDOW SCHEDULE) O DOOR DESIGNATION (SEE DOOR SCHEDULE) , SECTION MARK (DWG#/SHEET) , DETAIL SECTION MARK (DWG#/SHEET) DETAIL DRAWING MARK (DWG#/SHEET) �/\1 K1 P.O. BOX I254 JAMESPORT,NY 11947 PHONE (63I) 779-2832 FAX (63I) 779-2833 Proposed Addition and Alteration For: Tooker Residence 3305 Aldrich Lane Mattituck, New York S. C.T.M.# I 000- 124- I -3.2 REVISIONS O O O O O O O O O O O O O O O O O O SEA �E^ED AA . 0 Of N Copyright 2011. STROMSKI architecture, p.c. All rights reserved. The Architect reserves the right to reproduce this design in its entirety or any portion thereof. Unauthorized alteration ofthese documents is a violation of the New York State Education Lay. These drawings anal specifications are an instrument of service anal are the property of the Architect. These drawings and specifications are not to be useal on any other project, except ry written permission of the Architect. PROJECT NO. I3-AR022 SCALE AS SHOWN DATE 5/I6/20I4 DRAWN BY TD CHECKED BY iks TITLE Proposed Roof Plan SHEET A-4 BUILDING SECTION FA \ /C\IT TI Irl/11 Irl l f']Mr /TVP'\ PLUMBING RISER DIAGRAM scale: 1/4' n/ED 'EM MATERIAL NOTES ROOF CONSTRUCTION 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE 30 LB. FELT PAPER 5/8' EXTERIOR GRADE PLYWOOD 514EATHING (3)-1 3/4' X 11 7/8' LVL RIDGE BEAM (2)-I 3/4' X 11 7/8' LVL RIDGE BEAM (2)-2' X 10' LVL RIDGE BEAM 2' X 10' ROOF RAFTERS E 10 ON CENTER 2' X 8' CEILING JOIST P 16' ON CENTER 2' X 10' CEILING JOIST @ 16' ON CENTER 2' X 4' COLLAR TIES AT Ib' ON CENTER PLACED 1/3 OF THE ATTIC HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) PROVIDE ALUMINUM FLASHING AS REQUIRED ICEIWATER BARRIER IN ALL VALLEYS AND ROOF EDGES RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO WALL CONSTRUCTION NRDEIE PANEL SIDING MATERIAL `TYVEK' OR EQUAL AIR INFILTRATION BARRIER 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 2' X 4' WOOD STUDS P 16' ON CENTER WITH 2' X 4' 5140E AND DOUBLE 2' X 4' TOP PLATE 2' X 6' WOOD STUDS P I6' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' X 6' TOP PLATE (AS SHOWN ON PLAN) 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE RESISTANT WALL BOARD AT BATHROOMS) 5/5' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND ARGON GAS (SEE PLANS FOR MODEL NUMBERS, 5EE ELEVATIONS FOR GRILLE PATTERNS) PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION CONNECTORS AS PER SHEET W-2. FLOOR CONSTRUCTION FLOOR FINISHES AS PER PLAN 3/4' TONGUE AND GROOVE PLYWOOD 514EATHING NAILED AND GLUED 9 1/2' TJI 110 FLOOR JOISTS AT 12' ON CENTER SECOND FLOOR FOUNDATION CONSTRUCTION (2) 2' X 6' ACQ SILL PLATE WITH SILL SEAL 'COP-R-TEX' TERMITE SHIELD 5/8' ANCHOR BOLTS ! 36' ON CENTER MAX, AT EACH SIDE OF EVERY OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' OF EACH CORNER. PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 8' POURED CONCRETE FOUNDATION WALLS 8' X 10 POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) WITH CHISELED 2- #5 REBAR 1 3/4' X 9 1/2' 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4' TOP AND BASE PLATES 24' X 24' X 12' DEEP POURED CONCRETE COLUMN FOOTING SEE PLAN FOR 51ZE5 AND REINFORCEMENT 4' POURED CONCRETE FLOOR SLAB 'ANDERSEN' BASEMENT WINDOW DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 INSULATION NOTES R-30 INSULATION AT FIRST FLOOR R-30 INSULATION AT FLAT CEILINGS R-30 INSULATION AT VAULTED CEILINGS WITH BAFFLES R-19 INSULATION AT SIX INCH EXTERIOR WALLS GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THI5 PLAN'S STRUCTURAL CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY MINIMUM. 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER E=1,600,000 psi AND fb= EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS TO HAVE AN E=1,800,000 psi AND AN fb=2,400 psi. ALL LAMINATED VENEER LUMBER HEADERS AND BEAMS TO NAVE AN E-1,900,000 psi AND AN fb=2,600 psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E=2,000,000 psi AND AN fb-2,900 psi. 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS. 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'X10' @ 4' WALLS AND 3-2'X10' F 6' WALLS OR AS DESIGNATED ON THE PLANS. 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE OF A 4' SPHERE THROUGH ANY OPENING. 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL REGULATIONS. II. PROVIDE 5/8' TYPE Y GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND AT GARAGE AS REQUIRED. 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. 13. ALL 'U5P' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN CONNECTION WITH TREATED MATERIAL. 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONCEALED SPACES TO 10'-0' VERTICALLY t 10'-0' HORIZONTALLY AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 AND R502.12. 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE -USE ARE TO BE REMOVED FROM THE PREMISES. I6. ALL ITEMS LISTED AS BEING RETAINED FOR RE -USE ARE TO BE REMOVED IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE RENDER THE ITEM UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 17. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL A55UME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN OBTAINED. 18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING CONSTRUCTION. 19. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF EXCAVATION AND CONSTRUCTION. 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT WEATHER ENTRY INTO EXISTING AREAS OF THE CONSTRUCTION PROJECT AND CLOSE -OFF NON -CONSTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL DECIDE ON AN ACCESS POINT TO THE SITE AND WHERE ON THE SITE TO STORE MATERIALS. THE CONTRACTOR 514ALL REPAIR ANY DAMAGE TO THE SITE DUE TO CONSTRUCTION. 22. THE PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL SUPPLY AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO MAINTAIN SERVICE THROUGHOUT THE REST OF THE HOUSE. 23. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQUIRED. 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. 26. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. BOLTS ! 24' O.C. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. 27. 'TRUSJOI5T' 'SILENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS SHALL BE COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT FROM 'TRUSJ015T' PRIOR TO START OF CONSTRUCTION. 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER 15 USED. THE COMPANY MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR TO OBTAIN JOIST LAYOUT FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. 29. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. 31. IF DURING THE COURSE OF CONSTRUCTION A 51TUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER 15 1-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. PROPOSED FRONT ELEVATION Scale: >< 11-0' i EXISTING BLOCK i FOUNDATION TO REMAIN � I � I i I i I ------------------- 1- -I- - - - - - - - - - - - - - - - - - - - - - I I 8' POURED CONCRETE I I FOUNDATION WALLS WITH 8' X 16' POURED CONCRETE WALL FOOTING - - - - - - - - - - - - - - - - - - - - - - - iF -------------------------- ii L ------------------------J ------------------------- I ---------------I------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S 1. c CtI�'cI I EEtL-1lC:.i!L, IJ.��. P.O. BOX I254 JAMESPORT,NY 11947 PHONE (63I) 779-2832 FAX (63I) 779-2833 Proposed Addition and Alteration For: Tooker Residence 330E Aldrich Lane Mattituck, New York S.C.T.M.# I 000- 124- I -3.2 REVISIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � SEAL Copyright 2011. STROMSKI architecture, p.c. All rights reserved. The Architect reserves the right to reproduce this design in its entirety or any portion thereof. Unauthorized alteration of these documents is a violation of the New York State Education Law. These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project, except by written permission of the Architect. 1 PROJECT NO. I3-AR022 I SCALE AS SHOWN I DATE 5/I6/20I4 1 DRAWN BY TD 1 CHECKED SY RS TITLE Proposed Elevations and SHEET Sections A-5 8' POURED CONCRETE FOUNDATION WALLS WITH 8' X 16' POURED CONCRETE WALL FOOTING P.,- PROVIDE STEP FOOTINGS : �PTL WITH 30' MAXIMUM ANGLE PROPOSEDRIGHT SIDE ELEVATION I ---------------- ---------------- EXISTING --------------- 8' POURED CONCRETE I FOUNDATION WALLS WITH 8' X 16' POURED CONCRETE WALL FOOTING � I � I I � I ------------------------------------------- PROPOSED -------------------------------- PROPOSED REAR ELEVATION ----L---------- -----I----- PROPOSED LEFT SIDE ELEVATION Scale: 114' - r-0' SECTION THROUGH MUDROOM EXISTING BLOCK FOUNDATION TO REMAIN BLDG. ELEVATION NOTES: ROOF NOTES: 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE ICEMATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES RIDGE VENT - CONTINUOUS WHERE APPLICABLE GABLE FASCIA NOTES: I' X RAKE FASCIA MATCH EXISTING GABLE OVERHANG MATCH EXISTING ALUMINUM SOFFIT MATCH EXISTING FASCIA AND SOFFIT NOTES: V FASCIA MATCH EXISTING 2' OVERHANG ALUMINUM SOFFIT MATCH EXISTING SIDING NOTES: - HARDIE-PANEL 'SIERRA 8' SIDING INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. - PROVIDE AIR-INFILLTRATION BARRIER SUCH AS 'TYVEK' HOUSE WRAP, 15LB. FELT, OR SIMILAR PRODUCT. - PROVIDE HARDIE CORNER TRIM TO MATCH COLOR OF SIDING. P.O. BOX I254 JAMESPORT,NY I1947 PHONE (63I) 779-2832 FAX (63I) 779-2833 Proposed Addition and Alteration For: Tooker Residence 3305 Aldrich Lane Mattituck, New York S.C.T.M.# I 000- I 24- I -3.2 REVISIONS ,81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEAL N� f�q Copyright 2011. STROMSKI architecture, p.c. All rights reserved. The Architect resines the right to reproduce this design in its entirety or any portion thereof. Unauthorized alteration of those documents is a violation of the New York State Education Law. These drawings and specifications are an instntment of service and are the property of the Architect. These drawings and specifications are not to be used on any other project, except by written permission of the Architect. PROJECT NO. I3-AR022 SCALE AS SHOWN I DATE 5/I6/20I4 1 . DRAWN BY TD I CHECKED BY RS TITLE Proposed Elevations and SHEET Sections A-6 !USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE P 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. n TYPICAL WALL SECTION Scale: 3/4" = I' FRAMING AND CONNECTOR DETAIL TOP OF RIDGE $�- RAFTER TO RAFTER CONNECTION RAFTER. SEE PLAN FOR SIZES AND SPACING CEILING JOIST. SEE PLAN FOR SIZES AND SPACING TOP OF PLATEot RAFTER TO PLATE CONNECTION 'USP' STRUCTURAL CONNECTOR SEE MATERIAL NOTES FOR MODEL NUMBERS (EACH STUD) HEADER. SEE PLAN FOR SHEATHING SEE MATERIALS NOTES FOR SIZES t TYPE SEE NAILING SCHEDULE ON W-2 FOR FASTENING OP OF SUBFLOOR STUD TO STUD CONNECTION 'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8' TO 10" JOIST USE L5TA36 FOR 12" JOIST. (EACH STUD) (REFER TO TABLE 3.35 ON SHEET W-1 FOR NAILING SCHEDULE) HEADER. SEE PLAN FOR —BOX BEAM/RIM JOIST TOP OF SUBFLOOR$,- STUD TO SILL CONNECTION HPAHD22 (4760 LB5 UPLIFT) 5/8" ANCHOR BOLT WITH 3" SQUARE BEARING PLATE WASHERS EVERY 36' #4 CONTINUOUS REBAR SET 4' BELOW TOP OF WALL. RAFTER. SEE PLAN FOR 51ZES AND SPACING HEADER. SEE PLAN FOR 51ZES 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# H2.5/H5 (565 LBS UPLIFT) JkTOP OF PLATE _ IV RAFTER TO PLATE CONNECTION 'U5P' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE IN-LINE. MODEL#'5 RTIO (REF 142) (585 LBS UPLIFT) OR RT20 (REF 147) (1105 LBS UPLIFT) CAB BE USED. SEE MATERIAL NOTES FOR MODEL NUMBERS TO BE USED. (EACH STUD) EXTERIOR WALL STUD. SEE MATERIAL NOTES FOR SIZES AND SPACING 'U5P' STRUCTURAL STRAP MODEL# LTW12 (REF #LTS 12) (735 L135 UPLIFT) MAY AL50 BE USED AS A STUD TO RIM JOIST CONNECTOR 'AD55' USP CONNECTOR WITH (2) 3/4" CARRIDGE BOLTS FASTEN TO DOUBLE STUD. A 5/8' DIAMETER THREADED ROD CONNECTS UPPER AND LOWER CONNECTORS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION AS SHOWN. JN TOP OF SUB FLOOR _ STUD TO STUD CONNECTION 'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8' TO 10' JOIST USE LSTA36 FOR 12' JOIST. (REFER TO TABLE 3.36 ON SHEET W-1 FOR NAILING SCHEDULE) 'USP' STRUCTURAL STRAP MODEL# LTW12 (REF #LTS 12) (735 LB5 UPLIFT) MAY ALSO BE USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) 'ADS5' U5P CONNECTOR WITH (2) 3/4' CARRIDGE BOLTS FASTEN TO ANCHOR BOLT WITH 5/5' DIAMETER THREADED ROD AND THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION AS SHOWN. r TOP OF SUB FLOOR _ STUD TO SILL CONNECTION MODEL# HPAHD22 (4760 — LBS UPLIFT) MAY ALSO BE USED AS A CORNER HOLD DOWN SEE FOUNDATION PLAN FOR LOCATION GRADE #4 CONTINUOUS REBAR SET 4' BELOW TOP OF WALL. 4'-0" OR LESS ROUGH OPENING I I � J d I 'U5P' STRUCTURAL STRAP MODEL# LSTAI8 (870 LBS UPLIFT) FOR 8' TO 10' JOIST USE LSTA24 (980 LBS UPLIFT) FOR 12' JOIST. (EACH STUD) (REFER TO TABLE 3.38 ON SHEET W-1 FOR NAILING SCHEDULE) 'USP' STRUCTURAL CONNECTOR MODEL# MP4F/REF# LTP4 (690 LI UPLIFT) EVERY 36" 5/8' ANCHOR BOLT WITH 3' SQUARE BEARING PLATE I WASHERS EVERY 36" 3�E opo 'I 'I C -1I J TYPICAL WALL ELEVATION Scale: 3/4" = FRAMING AND CONNECTOR DETAIL MINIMUM COVER FOR REBAR P.O. sox 1254 PHONE (631) 779-2232 JAMESPORT,NY 11947 FAX (631) 779-2833 CEILING JOIST. SEE PLANS ADDITIONASL 'USP' STRUCTURAL STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0" GREATER THAN 4'-0' ROUGH OPENING ADDITIONAL 'USP' STRUCTURAL STRAP MODEL# LSTA15 FOR 8" TO 10' JOIST USE L5TA24 FOR 12" JOIST FOR OPENINGS GREATER THAN 4-0" Alteration For: 'U5P' STRUCTURAL STRAP Tooker (20 GAUGE MIN) LSTA MAY BE USED TO WRAP OVER THE TOP PLATE AT WINDOW Residence AND DOOR OPENINGS (REFER TO TABLE 3.3B ON SHEET I I � J d I 'U5P' STRUCTURAL STRAP MODEL# LSTAI8 (870 LBS UPLIFT) FOR 8' TO 10' JOIST USE LSTA24 (980 LBS UPLIFT) FOR 12' JOIST. (EACH STUD) (REFER TO TABLE 3.38 ON SHEET W-1 FOR NAILING SCHEDULE) 'USP' STRUCTURAL CONNECTOR MODEL# MP4F/REF# LTP4 (690 LI UPLIFT) EVERY 36" 5/8' ANCHOR BOLT WITH 3' SQUARE BEARING PLATE I WASHERS EVERY 36" 3�E opo 'I 'I C -1I J TYPICAL WALL ELEVATION Scale: 3/4" = FRAMING AND CONNECTOR DETAIL MINIMUM COVER FOR REBAR P.O. sox 1254 PHONE (631) 779-2232 JAMESPORT,NY 11947 FAX (631) 779-2833 CEILING JOIST. SEE PLANS FOR SIZES AND SPACING Proposed Addition and Alteration For: 'U5P' STRUCTURAL STRAP Tooker (20 GAUGE MIN) LSTA MAY BE USED TO WRAP OVER THE TOP PLATE AT WINDOW Residence AND DOOR OPENINGS (REFER TO TABLE 3.3B ON SHEET W-1 FOR NAILING SCHEDULE) FOR OPENINGS LESS THAN 4'-0" USE SINGLE JACK AND FULL HEIGHT STUD AT EACH END. 3305 Aldrich Lane 'USP' STRUCTURAL STRAP Mattituck, New York MODEL# LFTA6 (REF# H( ) S. C. T. M.#1000-124-1-3.2 (UPLIFT 9910 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS FLOOR CONNECTOR. 'USP' STRUCTURAL STRAP O FOR STUDS THAT ARE O OFFSET MODEL# L5TA 12 (620 LBS UPLIFT) O O BOX BEAM OR RIM JOIST. O SEE PLAN FOR DETAILS O O O O O O O O FOR OPENINGS LARGER THAN O 4'-0" USE DOUBLE JACK AND O FULL HEIGHT STUD AT EACH END. O O SEAL !dsta Copyright 2011. STROMSKI architecture, p.c. All rights reserved. The Architect reserves the right to reproduce this design in its entirety or any portion thereof. Unauthorived alteration of these documents is a violation of the New York State Education Law. These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project, except by written permission of the Architect. (PROJECT NO. 13-AR022 SCALE As Note DATE 5/16/2014 DRAWN BY TE1 CHECKED BY RS TITLE Detail Wall Section & Elevation SHEET W-1