Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
43848-Z
tr g11ffU(/rcp� Town of Southold 7/26/2019 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40551 Date: 7/26/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 8530 Great Peconic Bay Blvd., Laurel SCTM#: 473889 Sec/Block/Lot: 126.-11-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/11/2019 pursuant to which Building Permit No. 43848 dated 6/11/2019 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: ONE FAMILY DWELLING WITH COVERED PORCH,REAR WOOD STOOP, ATTACHED GARAGE, UNFINISHED BASEMENT AND UNFINISHED,NON-HABITABLE ATTIC WITH WALK UP STAIRS PER ZBA DECISION#6516, DATED 11-17-2011, AS APPLIED FOR ,, The certificate is issued to Heidt,Kenneth&Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0070 09-25-2017 ELECTRICAL CERTIFICATE NO. 39665 08-16-2016 PLUMBERS CERTIFICATION DATED 08-14-2018 Clasper t o ' e Signature " TOWN OF SOUTHOLD �suFfoip:-�,� o�� coGy BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE oy • SOUTHOLD, NY 41 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#: 43848 Date: 6/11/2019 Permission is hereby granted to: Heidt, Kenneth 17 Crikle Ct Northport, NY 11768 To: Demolition of existing dwelling and construction of a new single family dwelling as applied for per ZBA, SCHD, Trustee approvals, and DEC NJ letter as applied for. Replaces BP #41533 At premises located at: 8530 Great Peconic Bay Blvd., Laurel SCTM # 473889 Sec/Block/Lot# 126.-11-22 Pursuant to application dated 6/11/2019 and approved by the Building Inspector. To expire on 12/10/2020. Fees: PERMIT RENEWAL $1,637.60 Total: $1,637.60 f f r � i I - Buildi�g Inspector" S�94 TOWN OF SOUTHOLD �o ._ Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ?rQ1 � ya 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#: 41533 Date: 4/13/2017 Permission is hereby granted to: Heidt, Kenneth 17 Crikle Ct Northport, NY 11768 To: Demolition of existing dwelling and construction of a new single family dwelling as applied for per ZBA, SCHD, Trustee approvals, and DEC NJ letter as applied for. Replaces BP # 39665 At premises located at: 8530 Great Peconic Bay Blvd., Laurel SCTM # 473889 Sec/Block/Lot# 126.-11-22 Pursuant to application dated 4/13/2017 and approved by the Building Inspector. To expire on 10/13/2018. Fees: PERMIT RENEWAL $1,637.60 Total: $1,637.60 Building Inspector �o�SUFFo��co TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 39665 Date: 4/10/2015 Permission is hereby granted to: Heidt, Kenneth & Heidt, Kathleen 17 Crikle Ct Northport, NY 11768 To: Construction of a new single family dwelling as applied for per ZBA, SCHD, Trustee approvals, and DEC NJ letter as applied for. At premises located at: 8530 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 126.-11-22 Pursuant to application dated 1/9/2015 and approved by the Building Inspector. To expire on 10/9/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,275.20 CO -NEW DWELLING $50.00 Total: $3,325.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one), Location of Property: S 3 Pe-con(C DQy Bl VOL House No. treetII. /I__11 Hamlet Owner or Owners of Property: +<u'n'��' QnO� W rL)-e PLI CJ 4— Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature 0f SO!/T�®! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a� roger.richert(o)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ken Heidt Address: 8530 Great Peconic Bay Blvd. City: Laurel St: New York Zip: 11948 Budding Permit#: 39665 Section: 126 Block: 11 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Pete Cross Electric License No: 566-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 123 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 12 Main Panel 2-200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 105 CO Detectors 3 Sub Panel 100A A/C Blower 2 Range Recpt 2 Fluorescent Fixture Pumps Transformer 2-200A Appliances2-D Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 118 Twist Lock 11 Exit Fixtures TVSS Other Equipment: 1- 50A Range, 1- 40A Range, 47 Light Fixtures, 12- Out Door Coach Lights, 12-Out Door Flood Lights,1-Future Jen-Air Hood. Notes: Inspector Signature: Date: August 16, 2016 OOElectrical 81 Compliance Form.xis SO Town Hall Annex - Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O �� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATIO-N . Date: Building Permit No. q15/ 3 Owner: L?G&, &-fh 0 D lkid t-. (Plea ase print) Plumber: ��1�� C � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. /(himbegOignature) Sworn to before me this ��' day of �'1v , 201 Notary Public, County BRIAN A GERAGHTY Notary Public,State of NewYork No.01 GE&334556 Qualified in Suffolk County Commission Expires Deo,21,20L�s f4F SOUTyo �o �o courm,��' TOWN OF SOUTAOLD BUILDING DEPT. 765-1802 SPECTION [ OUNDAT10N 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION— FRAMING / NSULATION- FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: S' i : -.i /'A d+ f DATE ��� INSPECTOR , OF SOUTyo ��yUOUNi'1,N� TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION NDATION IST , [ ] ROUGH PLUMBING [ 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C \G REMARKS: -- DATE Z� �� INSPECTOR i ��OF SOUT,yo UoUNi`l,�c� TOWN OF HOLD B DING DEPT. 765-1802 1 N P ION [ ] F NDATION IST [ ] ROUGH PLUMBING [ ] OUNDAT [ ] INSULATION ] FRAMIN STRAPPING [ ] FINAL ] FIREPLACE A [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 44 DATE / �� INSPECTOR _ � o 13 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECP N [ Z] FO NDATION 1 ST ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO [ ] CAULKING REMARKS f 1l 7 LJ4 c a A s L� DATE 0 INSPECTOR s 0 cou TOWN.-OF, SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] ROUGH PLUMBING FOUNDATION- 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION LECTRICAL (ROUGH) ELECTRICAL (FINAL) r 1] ODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR ------ L SOF SObjy O�ycOUNi`I,� TOWN OF SOUTHOLD BUILDING: DEPT. 765-1802 INSPECTION [ ] FOUNDATION-IST [VrROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS:- DATE EMARKS:DATE INSPECTOR f - a0F so(/1,�, TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R H PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIR SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION CAULKIN REMARKS: j < DATE l INSPECTOR �o��OF SOUTyO6 TOWN OF SOUTHOLD BUILDING DEPT. °`ycnurm e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ FINAL /I/,b [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI G REMARKS: I flow n oIN- oheA 5vom Lor 40 b"Ze cv�b �wedl!� Ls V66 6Y-4 oz 41g4 • 4 DATE a INSPECTOR /WAQW l G V a0F SO//l�, # # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOW [ ] FRAMING /STRAPPING [V*(FINAVTY [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ed ' 4 (M DATE INSPECTOR Garrett A. Strang .Architect 1230 Traveler St., Box 1412 i U 4 Southold New York 11971 Telephone (631) 765-5455 P1 NOV 4 2015 ! Fax(631) 765-5490 November 2 2015 - ---J ' l i� DG Df PT TO 'N PlF S0U-1 H0,D Mr. Gary Fish Building Inspector Town of Southold Main Road Southold,NY 11971 Re: Proposed New Residence 8530 Peconic Bay Blvd, Laurel,NY, SCTM# 1000-126-11-22 Dear Mr. Fish: In response to your recent inspection and comments for the above referenced premises, please be advised that I was aware of and approved the following: Second floor framing: Substitution of Weyerhaueser 11.875"deep TJI-560 floor joists spaced no greater than 16"o/c for the 2 x 12 floor joists shown on my drawings. It is my opinion that when install in accordance with the manufacturers' specifications,the above substitution is equal or superior to what was originally designed. If you have any questions or require additional documentation,please contact my office. Very truly yours, Garrett A. Strang,R.A. Architect Cc: Mr. &Mrs. Ken Heidt JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: June 26, 2019 To: Southold Town Building Dept. Re: Thermal Barrier Inspection 8530 Peconic Bay Blvd Laurel,NY 11047 To Whom It May Concern: After a Thermal Barrier inspection was performed on the above mentioned property, it is deemed that DC 315 Thermal Barrier was applied correctly to the Attic and Basement Foam Insulation, and meets the R316.4 codes. Any questions feel free to call. VNEWy � C �, E� �r _ in erely, � + ;,F r,;•�' Ld J s J eerkoski P.E. ti pyo' 072`'o P� AROFESS\�� V The Green Bubble Spray Foam Specialist 321 Montauk Hwy East Quogue, NY 11942 THEGREENBUBBLEII@YAHOO.COM 732-984-1769 Ken Heidt For work to be performed at:8530 Peconic Bay Blvd Laurel, NY Scope Of Work: *1st floor roofs 9"open cell insulation installed *Porch roof 9"open cell insulation installed *Basement bob and sill 2" closed cell insulation installed *Basement ceiling R38 batt insulation installed *Basement ceiling below porch 4"closed cell insulation installed *1'floor exterior walls 2"closed cell insulation followed by R13 batt insulation *Garage exterior walls 2"closed cell insulation followed by R13 batt insulation *Garage ceiling R38 batt insulation installed *2"d floor exterior walls 2"closed cell insulation followed by R13 batt insulation *Hot roof 9"open cell fire proof insulation installed *All gables 6"open cell insulation installed *Entire building fire caulked *All debris cleaned up by contractor *All exterior windows and door sealed Total Cost:$34,000 Due Upon Contract Signing:$3,00D.- 17t Due Upon Commencement:$10,000 Due Upon Completion of Foam:$10,000°✓ Balance Due Upon Com letion:$11,000 j'7-Jr%-//u ro64-- Vv Extras: *e floor interior walls soundproofed$450.00 *1�floor ceiling soundproofed$1,050.00 *2"d floor interior walls soundproofed$850.00 AJS Association,LLC Ken Heidt *Please make check payable to: AJS Associates, LLC *Please email check to 603 Justin Circle Farmingdale,NJ 07727 Thank you for your business!!! --� a NCFI Polyurethanes Division of BMC P. O. Box 1528 • Mount Airy, NC 27030 P O L Y U R E T H A N E S 800.346.8229 www.NCFI.com TECHNICAL DATA SHEET - � SPRAY FOAM SYSTEM (11-016) STAIN DESCRIPTION: InsulStare is a two component, self-adhering, seamless, closed cell, spray applied polyurethane foam system. This NCFI system has been formulated with highly insulating HFC-245fa as the blowing agent. The InsulStae insulation system is suitable for application on the exterior or interior side of Type I, II, III, IV, &V buildings as well as other insulation applications. It complies with AC 377 and ASTM C1029. InsulStar is certified for application in ABAA projects. DISTINGUISHING CHARACTERISTICS: TYPICAL PHYSICAL PROPERTIES*': • Free Rise Core Density*Z 2.0 pcf High R-Value ASTM D 1622 • Zero ODP Compressive Strength 27 psi • Moisture Vapor Retarder-Class 11 @ 1.3" ASTM D 1621 • High Yields Moisture Vapor • High Closed Cell Content Transmission -ASTM E 96 1.3 perm-in • Air Barrier, ABAA Certified @1" Closed Cell Content e • Good Dimensional Stability ASTM D 6226 >90/o • Meets ASTM E-84, FS <25, SD <450 @ 4" R-value @ 1"-ASTM C 518 6.8 • FEMA Flood Resistance-Class 5 AC71 1" Air Permeance @1"infiltration 0.000 cfm/ftz@ 1.57 psf • Water Resistive Barrier ( ) @ ASTM E 283&2178 Exfiltration 0.000 cfm/fe @ 1 57 psf • Passed NFPA 285 Bacterial & Fungal Growth • Approved in multiple UL ASTM G 21 &E 1428 Negligible Fire Resistive Assemblies • Low VOC per CDPH Standard Version 1.2 STC - ASTM E 90 31*4 OITC- ASTM E 90 24*4 For proper use of this NCFI insulating material Flammability Flame Spread <25 refer to the NCFI Application Information and any ASTM E-84 @ 4 inches Smoke Dev <450 of the following codes or guides: • 2018 International Building Code Chapter 26 Potential Heat—NFPA 259 1989 Btu/ftz/inch • 2018 International Residential Code Max Service Temperature 180°F Section R316 and R806 *'The above values are average values obtained from laboratory • ICC-ES Evaluation Report 1615 experiments and should serve only as guide lines. • API Fire Safety Guidelines for Use of Rigid *ZFree rise core density should not be confused with overall Polyurethane and Polyisocyanurate Foam density. Overall densities are always higher than free rise core Insulation in Building Construction (AX230) densities and take into account skin formation, thickness of application,environmental conditions,etc. *sSee page 4 for details. *4As measured in a 2"x 4"studwall assembly. Polyurethane products manufactured or produced from this liquid system may present a serious fire hazard if improperly used or allowed to remain exposed or unprotected The character and magnitude of any such hazard will depend on a broad range of factors,which are controlled and influenced by the manufacturing and production process,by the mode of application or installation and by the function and usage of the particular product Any flammability rating contained in this literature is not intended to reflect hazards presented by this or any other material under actual fire conditions These ratings are used solely to measure and describe the product's response to heat and flame under controlled laboratory conditions. Each person,firm or corporation engaged in the manufacture,production,application,installation or use of any polyurethane product should carefully determine whether there is a potential fire hazard associated with such product in a specific usage, and utilize all appropriate precautionary and safety measures InsulStar° Insulation Fact Sheet R-Values* R-Value Moisture Installation Limitations Limitations with DC 315 Thickness (*F�hrft2/ with a prescriptive Coating on the foam in lieu orches Btu) Vapor Perm Thermal Barrier of a Thermal Barrier 1" 6.8- 1.3 In vertical wall 2" 13'. 0.65 No limit for Thickness max thickness 8Y4' In walls with DC 315 coating 3" 19 0.43 18 wet mils(12 dry mils) 3.5" 22 0.37 Underside of roof.decks 8'/" 52 0.16 No limit to Thickness max thickness10%a" . In ceilings/roof decks with DC 315 coating 10'/4" 65 0.13 18 wet mils(12 dry mils) *Note: As with all insulating materials, the R-value will vary with age and use conditions. Property Test Test Result Approved forWind-U lift resistance Method Condition pp p when installed under the roof deck at rafter/truss connection. - ASTM Infiltration 1 inch thickness Florida Product Approval #9975 with Air E 283 @ 1.57 psf o.0000 cfm/ftz plywood,decks are rated to 190 psf Barrier and OSB decks are rated to 200 psf. Certification ASTM Exfiltration 1 inch thickness' Miami-Dade NOA with E 2178 @ 1.57 psf 0.0000 cfm/ftz plywood decks rated to 142.5 psf. AATCC- 1 inch thickness InsulStar® provides the Secondary 127- @ 56.5 ft No failure Water Resistive,Barrier Water 1998 Resistance ASTM E 624 psf 1 inch thickness 331 . p No Penetration InsulStaro closed cell spray foam system is an approved Air Barrier material per the Air Barrier Association of America (ABAA) and is certified per AC 71 as a Water Resistive Material when installed on the exterior side of walls. Exterior wall coverings of this spray foam system may be restricted. Contact NCFI-for the current approvals. Read This Before You Buy What you should know about R values The chart shows R value of this insulation. R value means resistance to heat flow. The higher the R value,the greater the insulating power. Compare insulation R values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate,the type and size of your house;,the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation,it will cost you more than what you'll save on fuel. To get the marked R-value, it is essential that this insulation be installed properly. 2 InsulStae Application Information STORAGE AND USE OF CHEMICALS: APPLICATION AROUND PLASTIC PIPES: The InsulStar@ chemicals should be between Based on a series of extensive studies, the 65oF and 80°F for proper processing through the InsulStar®system can be applied in contact with spray equipment. Chemicals shipped during PVC, CPVC, ABS, PP-R and PEX plastic pipes. winter or summer months may need extra time in The pipes must not be pressurized during the moderate temperature storage to stabilize back in foam application. The foam pass applied in the proper application range. Cold chemicals can contact with the pipe should not exceed 2"thick in cause poor mixing, pump cavitation or other order to prevent excessive exothermic heat at the process problems due to higher viscosity at lower pipe to foam interface. Allow a 2 minute cooling temperatures. Storing chemicals above 90°F between each additional foam pass. The total should be avoided as much as possible. foam thickness is limited to that thickness Excessively warm chemicals should be cooled permittedAn that area of the building assembly. prior to opening the drums. Do not store in direct sunlight. Keep drums tightly closed when not in APPLICATION AROUND ELECTRICAL WIRES: use and under dry air or nitrogen pressure of 2-3 Based on NCFI testing, the InsulStaro system can psi after they have been opened. The shelf life of be applied in contact with electrical wires. Spray InsulStaro is six months foam applicators must spray the foam in such a manner that the expanding foam does not stretch SAFE HANDLING OF LIQUID COMPONENTS: and distort the wires. Light gauge wires which will Use caution in removing bungs from the be encapsulated in the foam layer should have container. Loosen the small bung first to allow the foam installed behind the wires and allowed to any built-up vapor pressure to stabilize before cool prior to applying a top layer to cover the wire. completely removing. E component will froth at Use a shallow lift of 3/4"of foam to cover the wire. elevated temperatures.Avoid prolonged Wait the required 2 minutes between passes breathing of vapors. In case of chemical contact when adding more foam thickness to achieve the with eyes, flush with water for at least 15 minutes desired R-value. and get medical attention. For further information refer to www.spraypolyurethane.org, Resources APPLICATION PASS THICKNESS: box, "Health and Safety Product Stewardship Spraying foam will generate heat. Foam which is Workbook for High-Pressure Application of SPF". applied too thick in single passes can build temperatures which will degrade cell structure and APPLICATION GUIDELINES: not produce foam with optimum properties. In the InsulStar®is suitable for application to most most extreme case, InsulStar®could reach construction materials including wood, masonry, dangerously high temperatures inside the finished concrete, and metal. Application can be to the foam which could lead to splitting, charring, or exterior or interior side of wall surfaces. even spontaneous combustion. The maximum InsulStar®can be applied to surfaces that will be pass thickness for InsuiStare is 4 inches, and a 2 in contact with soil and intermittent contact with minute cooling time is required before adding water, such as below grade exterior foundation additional foam passes. Multiple layers can be and basement walls or under concrete slab floors. applied to reach the desired R-value. To ensure proper adhesion, all substrate surfaces should be dry, clean of dust or flaking surface VENTILATION OF SPRAY AREA: rust, ice or frost. All metal surfaces must be free of oil, grease, etc. Uncoated metals may require Spraying foam will generate a mist and fumes a primer coat. with a distinct odor. For interior applications the building area must be vented with fresh air to No flammable chemicals, such as wasp and dissipate the odor. The amount of air flow and hornet sprays, should be sprayed in the area of time for venting will vary based on each situation. the foam application 24 hours before the A closed attic area may require fans to force air application. No such chemical can be sprayed into and out of the space. An open building that after the foam application until the foam has does not have the doors and windows installed cooled to room temperature. may have sufficient air flow to vent the odor fairly quickly. Reentry time for closed-in areas being vented with fans is typically about 24 hours. Other workers should remain out of the immediate area during this venting time period. 3 InsulStallO Application Information EQUIPMENT AND COMPONENT RATIOS: WEATHER PROTECTION OF FINISHED FOAM InsulStar should be sprayed with plural ON EXTERIOR APPLICATIONS: component proportioning pump designed for The finished surface of sprayed polyurethane polyurethane spray foam. B-11-016 is connected foam should be protected from adverse effects of to the resin pumps with A-11-016 being ultraviolet rays of direct sunlight which can cause connected to the isocyanate pumps. The dusting and discoloration. Protective coatings proportioning pump ratio is 1 to 1 by volume. designed for use with polyurethane foam are The preheater and hose temperature should be available. On exterior applications where a set at 130°F to give a good pattern. Due to masonry veneer or mechanically attached equipment variations, the application covering is to be installed, the InsuIStar@ foam temperature settings may be adjusted to achieve surface may be exposed to UV light up to 6 a good spray pattern. For higher-pressure months. settings above 1,000 psi, temperature settings can be slightly lower. CODE-COMPLIANT FIRE RESISTANCE: Where foam is sprayed over large areas of OPTIMUM ADHESION TEMPERATURE OF building interiors, building codes require the SURFACE TO BE SPRAYED: installation of an approved thermal barrier The surface should be between 10°F and 120'F. between the foam plastic insulation and the In this range the warmer the surface, the better interior of the building. Y2"gypsum board or other the adhesion. NCFI has three grades of tested and approved material may be installed as InsulStar®foam for this application range: G- a thermal barrier. Refer to specific building codes series designed for temperatures no lower than for details. When Fire Resistive Wall Assemblies 50°F, M-series designed for temperatures as low are required, contact NCFI Polyurethanes for as 20°F and the X-series,when processing must specific alternate approvals for InsulStaro. be conducted down to temperatures as low as 10°F. For best results, when surfaces to be OTHER APPLICATION AND SAFETY sprayed are cooler than 60°F, a flash coat should CONSIDERATIONS: be applied with the second coat following as Before InsulStaro is to be applied, there are soon as the original coat is no longer tacky to the many safety and application situations to touch. consider. All spray foam applicators must evaluate the job prior to beginning the spray BACTERIA AND FUNGUS RESISTANCE: foam application. It is impossible to anticipate InsulStar@ is naturally able to inhibit the growth every issue and provide explicit guidance in this of bacteria and fungus (mold) per the ASTM product data sheet. If there is a question G-21 and E-1428 tests. The anti-microbial regarding some aspect of the planned properties do not protect occupants of spaces application, consult with NCFI for more guidance. insulated with InsulStar®from potential The NCFI Product Stewardship Manual contains deleterious effects of molds, mold spores, or additional information and should be reviewed disease organisms that may be present in the often enough by all spray foam applicators to environment. remain familiar with the contents. The American Chemistry Council (ACC), the Center for Polyurethanes Industry(CPI)and the Spray VAPOR BARRIER PROTECTION ON COLD Polyurethane Foam Alliance(SPFA)also publish STORAGE APPLICATIONS: information regarding the safe handling and When InsulStaro is used in structures subject to application of spray foam chemicals. continuous cold temperatures, such as coolers If there are any questions regarding the and freezers, a Class I moisture vapor barrier application of the InsulStaro system, contact an (0.1 perm or less) is normally required on the NCFI representative. "warm"side of the foam insulation. Contact NCFI for specific recommendations. The information on our data sheets is to assist customers in determining whether our products are suitable for their applications. The customers must satisfy themselves as to the suitability for specific cases NCFI warrants only that the material shall meet its specifications This warranty is in lieu of all other written or unwritten,expressed or implied warranties,and NCFI expressly disclaims any warranty of merchantability, fitness for a particular purpose,or freedom from patent infringement. Accordingly,buyer assumes all risks whatsoever as to the use of the material. Buyer's exclusive remedy as to any breach of warranty, negligence or other claim shall be limited to the purchase price of the material. Failure to adhere to any recommended procedures shall relieve NCFI of all liability with respect to the material or the use thereof. 110518 �I FA FWA _ - WIMMAM. Mimi Lir✓.� E z�'�.I MIA ll�lglllll 11111 1111 L IMULATIONPRIMY STATE ENERGY CbDF, g I VA E NNIMAZZ MAll\ ,AI a O 1111110 r� . ` � -' -system,-instaR drqjpqge,.aj�d remove five(5)trees on the west prope Jill M.Doherty,President lav S® �® Town Hall Annex Bob Ghosio,Jr.,Vice-President �� u �� 54375 Main Road P.O_Box 1179 James F.King Southold,New York 11971-0959 Dave Bergen G ^"Ak` "W„ wR Telephone(631)765-1892 John Bredemeyer ® u Fax:(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 16, 2011 Garrett A. Strang, Architect P.O. Box 1412 Southold, NY 11971 _ RE: KENNETH HEIDT 8530 PECONIC BAY BLVD., LAUREL SCTM#126-11-22 Dear Mr. Strang: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., November 16, 2011: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to -Wetland-Permit-#7594-to-reduce the-width-of-the-proposed-dwelling-by-5'-thereby -- - increasing the East side yard set back to 10'from the 5'that was previously approved, and as depicted on the site plan prepared by Garrett A. Strang, Architect last revised November 7, 2011 and stamped approved on November 16, 2011. This is not a determination from any other agency. Sincerely, PA Jill M oherty, Preside Boar of Trustees JMD:Ims James F.King,President so�P� Town Hall Annex Bob Ghosio,Jr.,Vice-President ®� ®� 54375 Main Road �w ® P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Telephone(631)765-1892 Michael J.Domino Y® Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 19, 2013 Mr. Garrett A. Strang, Architect PO Box 1412 Southold, NY 11971 RE: KENNETH HEIDT 8530 GREAT PECONIC BAY BLVD., LAUREL SCTM# 126-11-22 Dear Mr. Strang: The following action was taken-by the Southold-Town Board of Trustees-at-their Regular Meeting held on Wednesday, June 19, 2013: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#7594, as issued on July 20, 2011, and Amended on November 16, 2011. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, �� gy""5r James F. King President, Board of Trustees JFK:amn John M.Bredemeyer III,President 4v S®Uri® Town Hall Annex 54 Main Road Michael J.Domino,Vice-President �® �® P..O.O.Box 117979 James F.King,Trustee - Southold,New York 11971-0959 x, Dave Bergen,Trustee app Telephone(631)765-1892 Charles J.Sanders,Trustee �yOw Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 18, 2014 Mr. Garrett A. Strang PO Box 1412 Southold, NY 11971 RE: KENNETH HEIDT 8530 GREAT PECONIC BAY BLVD., LAUREL SCTM# 126-11-22 Dear Mr. Strang: - --Tlie following action was taken-by the Southold Town Board-of-Trustees-at-their-Regular Meeting held on Wednesday, June 18, 2014: RESOLVED that the Southold Town Board of Trustees grants the Last One-Year Extension to Wetland Permit#7594, as issued on July 20, 2011, and Amended on November 16, 2011. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB/amn Michael J.Domino,PresidentAvlaf so - Town Hall Annex John M.Bredemeyer III,Vice-President �� �� 54375 Route 25 }` P.O.Box 1179 Glenn Goldsmith us r Southold,New York 11971 cp 4 A.Nicholas Kru ski P Telephone(631) 765-1892 Greg Williams ' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1465C Date: May 1, 2018 THIS CERTIFIES that the removal of existing one-story dwelling, guest cottage and detached garage,• construct new two-story 3 016sq ft dwelling with attached garage, a 516sq.ft.enclosed porch and a 328sq ft. open porch with 88 sq ft steps to grade; install a new sanitarYsystem;the installation of gutters to leaders to drywells to contain roof runoff, and remove five(5)trees on the west property line and one(1)tree on the southeast corner of the existing porch; At 8530 Great Peconic Bay Blvd., Laurel Suffolk County Tax Map#1000-126-11-22 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 26,2015 pursuant to which Trustees Wetland Permit#8646 Dated July 22,2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing one-story dwelling, guest cottage and detached garage; construct new two-story 3 016sq ft dwelling with attached garage a 516sci.ft.enclosed porch and a 328sq ft open porch with 88 sq ft steps to grade; install a new sanitary system;the installation of gutters to leaders to drywells to contain roof runoff, and remove five(5)trees on the west property line and one(1)tree on the southeast corner of the existing porch. The certificate is issued to Kenneth Heidt owner of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 •Fax: (631)444-0360 Website:m".dec.ny.gov Joe Martens Commissioner LETTER OF NO NJUMSDICTION TIDAL WETLANDS ACT June 8, 2011 Kenneth Heidt Re: 1-4738-04044/00002 PO Box 624 Heidt Property Northport,NY 11768-0624 8530 Peconic Bay Blvd.,Laurel SCTM# 1000-126-11-22 - Dear-Applicar ; - --- Based -Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that the portion of the property landward of the seaward-most functional bulkhead greater than 100 feet in length as shown on the survey prepared by Nathan Taft Corwin III,last revised 4/27/11,and constructed prior to 8/20/77 as shown on Aerial Image Resources photo AGC# 1104-06 dated 4/16/76, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part'661)no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction,sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence,barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Roge vans Regional Permit Administrator cc: KK/file Habitat-TW G.Strang,Architect FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 21, 2011 TO: Garrett Strang for Kenneth Heidt P O Box 1412 Southold, NY 11971 Please take notice that your application dated September 7, 2011 For demolition & construction of a single family dwelling at Location of property 8530 Peconic Bay Blvd., Laurel, NY County Tax Map No. 1000—.Section 126 Block 11 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead, ... and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The proposed dwelling is indicated at 64' from the bulkhead. Also, the construction is not permitted pursuant to Article XXIII Section 280-124 which provides minimum standards forrg anting of a building permit for the principal buildings on lots which are recognized by the town under 100-24, are nonconforming &have not merged. The required side yard setbacks for lots between 20,000 &39,999 sq. ft. are 15' &35' combined. The proposed side yard setbacks are 5' & 17' combined. l Authorized Signature BOARD MEMBERS ' Leslie Kanes Weisman,Chairperson �®F j° Southold Town Hall ®� °�®� 53095 Main Road-P.O.Box 1179 Eric Dantes ® Southold,NY 11971-0959 Gerard P.Goehringer Office Location: George Horning ® Town Annex/First Floor,Capital One Bank ® A�� 54375 Main Road(at Youngs Avenue) Kenneth Schneider COU ' ." Southold,NY 11971 http://southoIdtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 April 3,2015 �► APR - 9 f,LDG DEPT Garrett A. Strang, Architect --Lam" OF SDDTNDI_D P.O. Box 1412 Southold,NY 11971 RE: Heidt#6516, de minimus request Dear Mr. Strang, I am in receipt of your letter dated April 1,2015 requesting a de minim is determination related to proposed changes in the above referenced ZBA decision.I have reviewed your architectural drawings dated last revised 1-9-15 with a date received in the Zoning Board of April 1,2015, submitted to our office with a comparative overlay of the original elevations you submitted with the Heidt application for variance relief. Your current proposal is not de minimis in nature. The third story windows in the east and west elevations should be removed and the collar ties lowered to a maximum of six feet.The plan should label the area as non-habitable attic storage only. However, if this is not acceptable,you have the option of applying for additional variance relief. Please return to the Building department for further action. rSiaerel < nes Weisman � u— Chairperson/Dept. Head Cc:Mike Verity, Southold Town Building Dept. BOARD MEMBERS SOF$�Ury Southold Town Hall `Leslie Kanes Weisman,Chairperson ��� OHO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer G • Town Annex/First Floor,Capital One Bank George Horning 'O 54375 Main Road(at Youngs Avenue) Ken Schneider Cow N, Southold,NY 11971 httpJ/southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERNIINATION MEETING OF NOVEMBER 17,2011 ZBA FILE: 6516 NAME OF APPLICANT:Kenneth Heidt SCTM41000-126-11-22 PROPERTY LOCATION: 8530 Peconic Bay Blvd.(adj.to Great Peconic Bay),Laurel,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 13, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 25, 2011, based upon the recommendation, as well as the records available to us, it is the Board's determination that the proposed bulkhead setback action is CONSISTENT with the LWRP. It is the Board's determination that the proposed single side yard and combined side yard setback action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: Subject parcel is improved with a one and a half story dwelling, accessory cottage and garage situated on 22,481 sq.ft. It has 70.00 feet of frontage on Peconic Bay Blvd.,345.86 feet on the northern property line, 68.86 feet along the Great Peconic Bay and 338.20 feet on the southern property line as shown on the site plan prepared by Garrett Strang,Architect dated 11-7-11. BASIS OF APPLICATION: Request for Variances from Code Article XXII Section 280-116 and Article XXIII Section 280-124 and the Building Inspector's September 21,2011 Notice of Disapproval based on an application for building permit for demolition and construction of a new single family dwelling at: 1)less than the code required setback of 75 feet from a bulkhead,2)less than the code required single side yard setback of 15 feet,3) less than the code required combined side yard setback of 35. RELIEF REQUESTED: The applicant proposes to construct a new dwelling partially in the locations of the existing dwelling and accessory structures, upon their demolition. The proposed dwelling location will require variances for: 1) a single side yard of 5 feet, where the Code requires 15 feet, 2)a total side yard of 17 feet where the Code requires 35 feet,and 3)a bulkhead set back of 64 feet,where the Code requires 75 feet. AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity with the code. The applicant on November 9, 2011, submitted a plan increasing the western side yard setback to 10' feet and thus increasing the total side yard setback to 22 feet, bringing the plan into more conformity with the code with respect to the side yard and total side yard relief requested. Pane z of 3—November I7,2011 ZBA File#6516-Heidt i CTM:1000-126-11-22 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 3,2011,at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Granting of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The new dwelling that the applicant proposes to construct in the proposed location is characteristic of the neighborhood and there is no evidence presented indicating that the proposed structure and its location will be a detriment to nearby properties. The proposed bulkhead setback is consistent with the dwellings on either side of the proposed subject dwelling. 2. Town Law 4267-b(3)(b)(2).The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than area variances. The applicant proposes to demolish and remove the existing structures which would permit the applicant to construct a new dwelling at a code conforming bulkhead set back. The width of the parcel is approximately 65 feet which would permit a proposed dwelling having a 30 foot width to be located in a code conforming side yard and total side yard location. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a 64 foot bulkhead set back,requiring an 11 foot or 15% relaxation of the code required 75 is not mathematically substantial. The adjacent parcels have lesser bulkhead setbacks than what the applicant proposes. The variances granted herein and as amended for a 10 foot side yard setback and a 22 foot total side yard, respectively requiring a 5 foot (33%) and 13 foot(37%) relaxation of the code required 15 feet and 35 feet are both mathematically substantial. However, their substantiality is mitigated when comparing the requested setbacks to the setbacks that which exist on similar parcels in this waterfront neighborhood. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. In fact, the applicant is proposing to demolish the existing accessory cottage and garage and install a new septic system and drywells to contain storm water runoff on site which will improve the subject parcel. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief for a 64 foot bulkhead setback, a 10 foot side yard and a 22 foot total side yard(as amended)is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling with the applicants.desired design, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson), and duly carried,to DENY,the application as applied for and GRANT ALTERNATIVE RELIEF,as noted below; The minimum side yard setback shall be 10 feet with a combined side yard of 22 feet,as shown on the revised site plan prepared by Garrett Strang,Architect dated 11-7-11. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals.. Page of 3—November 17,2011 ZBA File#6516-Heidt +CPM: 100-126-11-22 Any deviation from the variance given such as extensions,or demolitions which are not shown on the applicant's diagrams or survey site maps,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,-setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.• Ayes.Members Weisman(Chairperson), Goehringer,Diniaio, Schneider. (Absent was:Member Horning) This Resolution was duly adopted(4-0). Leslie KaneA Weisman,Chairperson Approved for filing�� /�� /2011 Scott A. Russell ,��0s111FQt 00" STOR IMIWA\T]EIR� SUPERVISOR AMIA NA(G IEM]EN T SOUTHOLDTOWN HALL-P.O.Box 1179 O � Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET PIAN 12 2015 ( TO BE COMPLETED BY THE APPLICANT ) DOES TIES IPROJF= INVOLVE ANY OF THE F'O]LLOWINQ Ye (CHECK ALL THAT APPLY) [:&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. 7� ❑ 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. ❑[3 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with,your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date /� District NAME- /�/L� ��/% 4e-1-11 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information R�mR n� Reviewed By: - - - - - - - - - - - - - - - - - Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. ` i3lj �G��' ® Stormwater Management Control Plan Not Required. IVK Stormwater Management Control Plan is Required ff(IForward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 wPPLICANT S C.T M_°: 1000 (emperty 0—,D.%.erot�:;mob ngene,Contractor,ae-> � bp9l�� CHAPTER 236 // t/ zy Stormwater Management Control Plan CHECK LIST NAMUQ R gT xdd �7',r-4,- L Zton Block. —LEO-t— o z S M C P -Plan Requirements: Provide ONE copy of the Budding Permit Application ` ate: * 'Ilie applicant must provide a Complete Explanation and/or Reason foi not providing all Information that has been Requned by the following Checkhstl I A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item,Please Provide Justification Here, show all of the following items If you need additional room for explanations,Please Provide additional Paper. a Location&Description of Property Boundaries b Total Site Acreage. c. Existing-Natural&Man Made Features within 500 L.F. 6F IVO r ( =GD tr" of the Site Boundary as required by§236-a(02) - d Test Hole Data Indicating Sod Characteristics&Depth to Ground Water. 4 e. Limits of Clearing&Area of Proposed Land Disturbance. �� fV 4 7 f. Existing&Proposed Contours of the Site(Minimum z Intervals( /= p TG 3 /�Go�✓ g Location of all existing&proposed structures,roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& EROSION SEDIMENT CONTROLS " ( proposed structures. Slhai! include but not be knited te.2 1. Location of proposed Swimming Pool and discharge ring. 1 Location of proposed Soil Stockpile Area(s). A well maintained onS rU Ion Lntrance, k Location of proposed Construction Entrance/Staging Area(s). Afirta Backed Silt Fencing,stabilization A 1. Location of proposed concrete washout area(s) in Location of all proposed erosion&sediment control measures. Seeding of exposed an or inactive sols. 2. Stormvatei Management Control Plan must include Calculations showing that the stoi mwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(T)inch DRAINAGE INSPECTIONS ARE REQUIRED rainfall/stoi m event Contact TOS Engineering at:765-1560 before 3. Details&Sectional Drawings for slormwater practices are required for approval Items ieguiring details shall include but not be limited to: Backfill, OR Provide En ineer s Certification a Erosion&Sediment Controls that the drainage has Ween installed to Code. b Construction Entrance&Site Access. c. Inlet Drainage Structures(eg catch basins,trench drains,etcJ 0 d. Leaching Struct (eg mfdtiation basins,swales,etc.) FOR ENGINE RIN DEPAR T US LY**** Additional Information is Required. Reviewed& El Stormwater Management Control Plan is Not Complete. Approved By — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date (p l SMCP has been approved by the Engineering Department. LL FORM # WCP eck List-TOS MAY 2014 }CCS7—/a4 0.� 5lr 4t� cfC,At7 �v/`r�/.�ss SfFot�iv �il� s/i/%. � � � �/l� /N S tfo�v/i9 ✓�H/� 15 �,v i/�t�acs� Cl Tc�i��2 /�� �� 7-0 FXGGSS OF 47!✓��f�f� —4 !v 4 I i I Town full Annex Ir 1 Telephone(631)765-1802 54375 Main Road sig o2 P.O.Box 1179 G, • 0 rover rlchertCtUtown Soutllota.nv us Southold,NY 11971-0959 ! I. BUR DING DEPARTMENT TOWN OF SOUTHOLD ' APPLICATION FOR ELECTRICAL INSPECTION { REQUESTED BY- Date: Company Name: 12C Name: License No.: Jl �. Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 3� c�� ,��✓ -- *Cross Street: --.— r —. *Phone No.: Permit No.. 9(� Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i -mac.,,o,v cirtk3 5;S- Ce I 1 61l°® CIS --1 (Please Circle All That Apply) , Final Is job ready for inspection: *Do-you need aTemp Certificate: G�NO Rough In YES/ NO Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION lw 82-Request for inspection Form S i Garrett A. Strang Architect 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (631) 765-5455 Fax(631) 765-5490 January 22, 2015 62�C�py�p JAN 2 3 2015 Leslie Kanes Southold Town Zoning Weisman, Chairperson ��NItVG Board of Appeals "OkRG OF Av,p6At,4 POB 1179 Southold,NY 11971 Re: Proposed New Heidt Residence, 8530 Peconic Bay Blvd, Laurel,NY, SCTM# 1000-126-11-22; ZBA application# #6516 Dear Ms. Kanes Weisman and Members of the Board: I have enclosed herewith 2 copies of the construction drawings that were filed with the Building department for the above referenced premises. The building department has determined that a change in the South and North Elevations requires review by the Board as they deviate from the drawing annexed to the Variance Determination. Specifically;there - ------is-the-addition-of-dog-house dormers-in-the-upperr-part of_the.South-roof,-a-subtle_change-in the South._ _.. facing porch roof, addition of an eyebrow window in the upper part of the North roof and subtle change in _. the-reverse gables-on the North,elevation. All of the above were intended to be architectural details and features added as the final design developed. Please note the mean roof height is still code compliant at 33' and all other aspects of the variance granted remain unaltered. In addition,the.Building Department found that the conventional stair from the second floor to the unfinished storage attic created a third story. It was never the intention of my client to have a finished third story but to only have an easy way to move stored items up to and down from the unfinished attic. To alleviate-the third story issue,my client agrees to delete the conventional stair to the attic and substitute a pull down attic stair. The drawings on file with the building department will be noted accordingly. I am hopeful the Board will determine that these architectural changes are de minimis in nature and will advise the building department accordingly. I thank you for your consideration in this matter and if you have any questions,please feel free to contact my office. Very truly yours, E, C E E i o i J JAN 3 0 2015 L______ Garrett A. Strang, Architect BH)G DEPT Encs. 4 TRm!Of WORLD BOARD MEMBERS ®F SO Southold Town Hall Leslie Kanes Weisman,Chairperson ®�* HQP 53095 Main Road• P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning ;00Q 54375 Main Road(at Youngs Avenue) Kenneth Schneider Cou `(,� Southold,NY 11971 http://southoldtown.northfork.net T i ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631) 765-9064 JAN 3 0 2015 ✓ %3 t)G DEPT —January 29 -2 (3 Garrett A. Strang,Architect P.O.Box 1412 Southold,NY 11971 RE: Heidt#6516, de minimus request Dear Mr. Strang, I have reviewed your letter dated January 22, 2015 requesting a de minimus determination and your architectural drawings dated last revised 1-9-15. Based upon the above, I have that determined your current proposal is not de minimus in nature. Please return to the Building department for further action. Si ere y, Leslie Kan1s Weis Chairperson/Dept. Head Cc: Mike Verity, Southold Town Building Dept. BOARD MEMBERS OF s®U Southold Town Hall Leslie Kanes Weisman,Chairperson �� Ty® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantesa Office Location: Gerard P.Goehringer A Q Town Annex/First Floor,Capital One Bank George Horning 0 ® 1 54375 Main Road(at Youngs Avenue) Kenneth Schneider coutt ,N Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD-OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 April 3, 2015 ' C11li qPR _ 7 2015 Garrett A. Strang,Architect -------_�_-_� P.O. Box 1412 sur' ,l�� Southold,NY 11971 RE: Heidt#6516, de minimus request Dear Mr. Strang, I am in receipt of your letter dated April 1,2015 requesting a de minimis determination related to proposed changes in the above referenced ZBA decision.I have reviewed your architectural drawings dated last revised 1-9-15 with a date received in the Zoning Board of April 1,2015, submitted to our office with a comparative overlay of the original elevations you submitted with the Heidt application for variance relief. Your current proposal is not de minimis in nature. The third story windows in the east and west elevations should be removed and the collar ties lowered to a maximum of six feet. The plan should label the area as non-habitable attic storage only.However, if this is not acceptable,you have the option of applying for additional variance relief. Please return to the Building department for further action. Sin erel , i /D'. slie anes Weisman ChairpersonMept. Head Cc: Mike Verity, Southold Town Building Dept. Ken Heidt 17 Crinkle Court Northport,NY 11768 October 1, 2018 Building Department P.O. Box 1179 Southold, NY 11971-0959 To the Building Department, We had a scheduled inspection for our Certificate of Occupancy on September 28, 2018, at 8530 Peconic Bay Boulevard, Laurel. The inspector indicated that there were items that needed to be addressed prior to the issuance of the C of O. He directed me to contact the Building Department in writing to request a six month extension in order to rectify the issues that he cited. Please let me know if there is anything further that I need to do with respect to this request. Thank you for your attention to this matter. Sinc'piely yours, Ken Heidt ~' DD OCT - 92018 BUILDING DEFT. TOWN OF SOUTHOLD V Ken Heidt APR "9 2019 17 Crinkle Court Northport, NY 11768 Cell 516-527-4214 TOWN OF 3OUT il�'� John, Enclosed please find materials provided to me from Anthony Steward from The Green Bubble, the company that handled the insulation at 8530 Peconic Bay Boulevard in Laurel. I explained to him that during our final inspection, the need for a fire retardant on the open cell in the attic was cited. According to Anthony, the open cell in the attic contained a fire retardant when it was applied. I would appreciate it if you could review the materials enclosed and let me know if this meets the requirements. We are also in the process of scheduling the installation of the insulation in the basement ceiling. We have spoken with Mark. Davis, and he'will be taking care of adjusting the door from the garage to the house to be self closing. With respect to the notation regarding the ZBA, please let us know how we proceed. Our architect dealt with all the various departments and boards, but he is no longer available as he moved quite some time ago to Georgia. Thank you for your time, and I look'forward to hearing from you. Ken Jarski, John From: Ken Heidt <kheidt4584@aol.com> Sent: Tuesday,April 30, 2019 11:32 AM To: Jarski,John Subject: 8530 Peconic Bay Blvd., Laurel John, I wanted to touch base to see if you received and had time to review the paperwork with respect to a fire retardant additive in the open cell attic insulation that I dropped off at the office on April 8th. We have Anthony Steward from The Green Bubble scheduled to come and install the basement ceiling insulation on Monday, May 6th.As the company that installed the insulation, he provided me with the paperwork regarding their product. I want to be sure that I obtain any additional documentation from him that may still be required prior to making the final payment for the insulation work performed. As I mentioned in the cover letter enclosed with the paperwork, please let me know what we need to do with respect to the ZBA notation. My cell phone number is 516-527-4214.Thank you for your assistance, and I look forward to hearing from you. Ken Heidt ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Jarski, John From: Ken Heidt <kheidt4584@aol.com> Sent: Thursday, May 2, 2019 5:49 PM To: Jarski,John Subject: [SPAM] - Side Attic Windows l�'Il� John, , Le We have in our records the approval fort -sid indows in the attic. T og house dormers on t e baysid were eliminated from the plans; however,we received rbal pproval forthQsidettic windows on July , 5 from the Building Department, and we have a stamped "Re " approval date1, 2015. The Building Department rovided us with an 8 1/ "x 11" copy of the approval attached to DrawiO#A-5,Aa #A-7Awhich show th west eas sides of the house. andwritten on the stamped copy is the word . a circ , the phrase "Atte o ".There's also a d rk circle with the date 07/21/15 inside it on th copy. I'd appreciate it if you could verify the existence of the approval f r the windows, and hopefully the July dates w' I be helpful in locating them. Thanks for your help. Ken 7 OVA 13 5J ra p Ilk < ate I - c �� �� s 6�n�3 �N d U4 Cat I CLQ'G U"wj w ov (� 2-4 t S IL � j 4Z �Z �� A° tea-of e, L7 Bunch, Connie From: Bunch, Connie Sent: Monday,June 03, 2019 8:57 AM To: 'kheidt4584@aol.com' Subject: Certificate of Insulation Good Morning, Thank you for submitting the paper on the insulation. Our Building Inspector,John Jarski,stated this is fine, however, it must have a seal and signature from a New York State licensed architect or engineer. If you have any questions John will be in the office between 8:00 and 8:30 in the morning,. Best Regards, Connie Bunch 1 May 28 129 10: 21a p. 2 y '35--28--' 19 11 :39 F ICOM— I—vc r r vvv i i vvv i 1 —1 ve- 5�� Delf no Insulation Co., Inc. 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION 10B INFO: Ken Heidt DATE OF INSTALLATION: _ 05/20/19 $530 Peconic say Blvd Laurel,NY 11948 Cellar Ceiling Stairwell INSULAMON'IYPE INCHES R-VALUE INSULATIONTYPE INCHES RVALU ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM FIBERGLASS 8.25 R-30C d FIBERGLASS 3.5" R-15 ❑ CELWWSE: �r ❑ CELLULOSE: Ceilings Attic Roofline INSULATION TYPE INCH RAWE INSULATION TYPE INCH tS &-A_ U ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM (� FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE Exterior Walls Interior Walls INSULATION TYPE INCHES AILLILE, INSULA pg TYPE INCHES -VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE C7 FIRE CAULKED TO CODE OATF OF INSTALATION: ❑• FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBS'TATE TO CODE DATE OF INSTALATION: ❑ DC-315 IGNITION BARRIER TO CODE DATE OF INSTALATION: C1 DC-315 THERMAL BARRIER TO CODE R315.4 DATE OF INSTALATION: OS/20/19 I Tammy Mazzara certify that the residence referenced above was insulated as perslgned proposal by builder/homeowner,and the'installation was conducted in conformance to applicable codes and standards and regulations. nDD L ,V 4, , 1 AUTHOWED SIGNATURE MAY 2 8 2019 T. Nj• '`� F,'TD May 28 18 10: 21a y P• 1 Ka Ween Heidt 17 Crinkle Comm Northport,NY 11768 Phone: (631)7543493 Fag: (631)7544583 FAX COVER SHEET DATE: MCU Z et C 2•v fC TO: TO FAX NUMBER: �3 f/ IYUMBEK QF PAGES: -Tullo (-21) CoADIENzs: � k CSI Late A L))&h �b- M AY 2 8 2019 LJ Ct(r l t r �-) R i!onIV , aIt �1�Ott ;•�°.5 ill inKhL lily �vzall 1 f CAt1TION:PRIVILEGED AND/ORCOWDIM ALCOMMUMICATION The information contained in this facsmae message is privileged and Confidential .nforrnadon intended forthe use of the addressee hsbad above If you are neitiwum fatended romp-ot no,the empbyew uragent responsible for deiiveAng this message to the intended reCtpient,you are hereby noticed that any d-=I=are, copying. distrbution or the taking of any action in reliance on the eontwft of the fiD C jed information is sly prohibited.tf you have received this Wscopy in error,pUaasa immamota.o ne""a e .a�...w w(ir.w...L.L...lwww.uwawM S ARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFACE OF WASTEWATER MANAGEMENT Health Department Ref.No. 36�f4AVENUE,SUITE 2C,YAPHANK,NY 11980 /} r 51} 5700"ORHealthWWM@sufolkcountyny.gov �\ f(%' ✓' t;' s�:UFVC AMON-TO UPDATE AN EXISTING PERNIIT TO CONSTRUCT SEWAGE DISPOSAL AND 4 ', ,_._."WATER SUPPLY FAC1T 1TIES FOR A SINGLE FAMIIIY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. .SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER I U-- I l -- l?Q Tax Map No.: District Section Block L of 14�J Name of Current Applicant: �<E - -�G- /O Tel#: (�3t) 0-4- 347-5 Mailing Address: Email Address: K A e-e Name of Current Agent: rt— _ 11214: (4��1) 70:3 - 37W��-- Mailing Address: 14 Email Address: G� l -�,�G ! Cz— 69, LJ G W N 15r 7-: H DATE OF ORIGINAL APPROVAL: ¢ f *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required S%CTIO>•t2' 1 FOR TRANSFERS wrm PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: TTelff: ( ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SEGT-'1ON3:a FOR TRANSFERS wITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicanfs Architect/En ' eer/Su rve or. Telk I hereby authorize the above named current applicant to use the previous applicanfs survey/site plan for this project prepared by me,for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SE.Cn-ON 4... FOR ALL RENEWALS AND-TRANSFERS— -- - ----- --- -- - - —--- Application is hereby made W[ 1 TRANSFER, RENEW(check applicable) a permit to construct m accordance with this application,surveys and plans submitted_ I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Signature of Curr Applicant/ t Date Print Nam6 of Current Applicant/Agent Title DEPARTMENT USE ONLY Permit is Trans w Until E� Number of Bedrooms Approved f f _ Signature of Department Representative '��-,-- ' / it Date %�!f WWM404(Rev.02/12) I CREScheck Software Version 4.5.0 �J( Compliance Certificate Project Heidt Residence Energy Code: 2010,New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,923 ft2 Glazing Area 10% Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 8530 Peconic Bay Blvd. Ken&Kathleen Heidt Garrett Strang Laurel,NY 11948 17 Crinkle Court Garrett A.Strang,Architect Northport, NY 11768 1230 Traveler Street 631-754-3493 P.O.Box 1412 Southold, NY 11971 621-765-5455 architect@quixnet.net Compliance: 26.8%Better Than Code Maximum UA: 882 Your UA: 646 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 Door'Gross Area Cavity Colit. Glazing 'Perimeter U-Fajctor, Ceiling 1: Flat Ceiling or Scissor Truss 2,403 38.0 0.0 0.030 72 Wall 1:Wood Frame, 16"o.c. 5,770 21.0 0.0 0.057 297 Window 1:Wood Frame:Double Pane with Low-E 476 0.300 143 Door 1: Glass 78 0.300 23 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,520 21.0 0.0 0.044 111 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.!,pd to mply with the mandatory requirements listed in the REScheck Inspection Checklist. �J — Name-Title Sigrfature Date Project Title: Heidt Residence Report date: 01/09/15 Data filename: Untitled.rck Pagel of 1 i REPLACEMENT SANITARY SYSTEM DESIGN ' - o. v o FOR RECONSTRUCTED RESIDENCE E---�r------- -----------� F-L. 17..7 !=X T I t-1�c ly �/� t` �. .�• 1, 1 1 I I SXTG. -E-t.. Isy TG. 6E-' rimsNEo J 17.00 fltASHED .!/ I" P ?�i..�K- t-t LOis../�. - O V t' b, CRAM CIUDE -_-_ . � r Raa,1r MAX. I r tsa.r•wx Exis�_ J)- BUILDING AREA �' _L I CONCRETE COVER -- -1 t=-L�G•5-' O ^1 �'L--T-Y Proposedg 3,600 sng 1,3108 q ft. �, M �-•- t t I i ,' CONCRETE COVER -�- Iq' Pi�`••.�L..:� t --•1-1' '� .•w,:. ..,,,n[ ' �i�f�'P - 'S//\ Ks! M I t i I CONCRETE - -- NUMBER OF BEDROOMS 4 ♦ } + LL------- ------------ CONCRETE I ! _.-._ --Ti !1 CHIMNEY G s`.;e' ! CHIMNEY ro Jr I �. E oI t.5, Existing ro Ung 6 1 a e L-ry i..,+ I C.S� posed 3 -F,i- v t--4 CJ/_\-�1[2 t1 I-r°- t o�� ~ L. ��- ..: EL. t� EL . 9i'.c'`E 1 WATER SUPPLY ,� • • asr .... ... - 17°• ,Sas' Xj I•-•>s' X� -Exbting 8, SUFFOLK COUNTY e4 O� ,Pyr �' 1.ND -e tx�x �Jy -' 4I Proposed 'WATER AUTHORITY .. uoC7oo ® „ s < Boom=® „ � . _. . ... _.... ... ` 15.3 KIN .�..�m T :.In 0 hi (J0 Ln N' SANITARY SYSTEM N tX o to (t o I Proposed ONE(1)1,000 GALLON SEPTIC TANK ® • • � ."n►:,,. i Ir to ..: =p rl !4 o d �' P!•. L E. P1�v�./til TWO(2)8'DIAMETER X 6'DEEP f,,¢ ,,,,�,,. r 1 ss .�t + t • w > w LEACHING POOLS tt •► 4,. s tum ta, ...E"n• n. It W 1 o i V r 0. w �9 og. Y IFI t-a tri iS.a h.t T� - h t' i 1I1 W. INV. �•-V'• `t L _� IS.SK fl ��% t Q.\�� 3• MIN ��/ >� ►.0.R _ x. �/� Co�LAR x LEACHING \\C \\ a` MIN. LEACHING \\\ '� �+ ' " . ,�. , •�' i `01'� SECTIONS - < + f . < SECTIONS � ... EG. : ai �W` __ �--I PROPOSED SANITARY SYSTEM ELEVATIONS , • • 1 ,• ?t!t 4 - 1 �. �. F ST FLOOR ELEVATION 19.00 1040 E� t 1,0•�O 4At.• 6Et' 1'1!� YaN 1� U2GI(.7r01Ll+'YA1pNttM0G1TI[A+EOEwBleFµ.oM,SoAottOiFtAN � 1(NRt.Tq �L -naIIUfDNIwaA.o.u. `' . tK.rrt+,ur 17.00EXIST{NG GRADE AT BUILDING Of yr0--0 Biu*L 01P -. iGROUNDWATER 2.70 O SOIL UNE AT BUILDING 15.00 -tr1DGR VEL eAcc nLL LATtt1Al b eatµSAO AND GRAVEL y1-r.•�.oY t. , - FIN.GRADE AT S.T. 17.00 14L., ZTOP OF S.T. 15.35 EV. Z.7- n,- Ltti.1 - -a.p S.T.INLET 14.35 '1-1 t-1 S.T.OUTLET 13.85 " 17•`�" BOTTOM OF S.T. 09.85 i FIN.GRADE AT L.P. 17.00 TOP OF L.P.DOME 15.50 L.P.INLET 13.75 J � y.- f I / / ^ �-�► .y-a I TEST HOLE L.P.CROSSOVER OUTLET 9.08 �,/' i� TY'__ BOTTOM OF L.P. 6.75 ✓ 1 MADE to M DONALDNovember ,2011 ENCE Dated November 9,2011 LEGEND ' "S.T." - Septic Tank .. ._.... _. _...-_.. . a "L.P." - Leaching Pool - AREA 13 SERVED WITH PUBLIC WATER BY SCWA. NO PRIVATE WELLS KNOWN TO EXIST WITHIN 150'OF SUBJECT PROPERTY. - /SILT FENCE NOTES Locate silt fence atleast 10 feet from the toe of steep slopes and nearly level throughout its length. mi - Dig a trench approximately 6"deep and 4"wide,or a"V"trench in the line of the fence. 1 ' j Drive posts securely at least 16"into the ground on the downslope side of the trench.Space posts a •• maximum of 10'apart if fence is supported by wire or 6'apart if extra strength fabric is used without y \ support wire. Adjust spacing so as to place posts at low points along the fence line. i Fasten support wire fence to upslope side of posts,extending 6"into the trench.Attach continuous length of fabric to upslope side of fence posts.,Avoid joints,particularly at low points in the fence line. Where -w• -•- -•.-:-•__ ._:.._.. .. _. _. , t3 S t� N S U tzv irY fA ave-- a. joints are necessary,fasten fabric securily to support posts and overlap to the next post. i ' ►-p. P 5 U V-'-/e---V-e57¢- dJ Place the fabric in the trench so bottom folds across the bottom of the trench.Place backfill in the trench . ..,►. g o4' (,v v.h� over the fabric to the ground line and compact with power tamper. Inspect silt fence periodically and after each rainfall event. Should fabric tear,decompose or in anyway become ineffective, replace it immediately. \ 'VA EXISTING BUILDING AREA Q ,� �Uy �� ��� �o \ ; �o� ( Rerrtove sedimencdepesits prempt4 uateale r� train event and to 1 HOUSE 1,023 SQ. FT. 1. \ fir. " , reduce pressure on the fence. Exercise caution so as not to undermine or damage fence during cleanout. / PORCH 153 SQ. FT. "N. UALL i` bb < 1V't�(�"C \ _.---.--_- �' STEPS TO GRADE 60 SQ.-FT. N��/ �• A ,�� t , �• n �v ` Remove all fencing materials and unstable sediment deposits after the contributing drainage area has been !°tet !! f`�+ \ \ properly stabilized,inspected,and approved. Grade and stabilize all disturbed areas as shown in the re- GARAGE 506 SQ. FT. \ COTTAGE t3� SGS. FT. vegetation or landscape plan. �� 1sT 1 r-t \ 1 --r��c.�•�.- ....:. - SQ. FT. 1,874 ' \ jPROPOSED BUILDING AREA N ��� N l� -rE.�� �xI�S'Y1� 4 I �- t.)i•1�-ti1.1 ct t.: \ ] HOUSE WITH '• ,�T $/ t�{;T/� t tGtsrA�e>A�ci. -ro✓v , ` _ bl. ATTACHED GAAGE 3,016 SQ. FT. T' 1G c1�l 4- The Contractor is to contact the office of the Town Engineer at 631-765-1560 at least 48 hours prior ENCLOSED PORCH 516 SQ. FT. _ '■" F ,1t� to the start of any construction activity for the purpose of verifying the proper installation of all OPEN PORCH 328 SQ. FT. --- �' 1 required erosion controls and a fuU understanding of all SWPPP requirements. Failure to due so t -r.P►� �� /� U e-Ile- / ? �- STEPS TO GRADE 88 S _J -- �-- \ l CYST /�- G , �\ will result in an immediate suspension of the work until all requirements are satisfied. 8 S FT. 3.6 sYSTr` E. I•v �. \ ?` �y 3,94 Q ' EL. t?.t I 40" i 4 4D �z ' s X 1S'T f +" w �t �S�G o , \ I P¢or'. i r/ 30 /A 1-4- ` LOT COVERAGE o - rn� / < z 5T�t'� l 4 1 f✓F.1/ 1 J EXISTING 08.4/o �� 1 i111E.�'T - ' Fltit. rL.. iL_ ._ vT���TY '4- o i LAP-tv1�-!G Y� Z �1►• (-7.�{- GFO /To Ol \ bs` K6-/„.Jvt�r� "P't,5 T �. 1' r >:`�►�e-�: 14 1&4 A. PROPOSED 17.6% \\ _ SY�YE-/^ - fes. \ t ) Z4 I y��" EL,i7,3 \ C'tLOcsO��V IV G1,�-✓n v�/a=-V�� -�D i \\ X L, C 1� EL, \ >`'�GDNSYC�UL•Y'e-I-- 1 STJi�Y P7=on 'STC�P< �r ` 1 7.(o ,,� �SY'S T E//��Q� \ 1'/L gTO Y Y G AIZ�e.Lr ry t'i 24 N ,f(1 J Je L 'VFa `v\ `` �> _ -) a t'v Po r IV y� '�O' ., t I J r h STORM DRAINAGE CALCULATIONS 27 Iz 1 v�-wn�� !E t-:� .•/ L. 4 D tr F I► i. F t., �. 19.4 � t 17.i i tJ L.Will. ' ,� )7.L N Q 3 ?}` 7J Lv/n i°-e�e T rr 1 -� ry System"A": t` til.. IS+Ox Yr-ST t- v far 11�0�'����P' +. Roof Area - 1,4a2sq.ft. �Y f ML. Ili.' 'Vi 01_r._ -i- co 1ZE-:GO1.4 -'�UI��fEt� y -r' �i1Z0Ut-t l7 V1 ic.L. 1 •! - st El.. 7-0 % 9 J /��/ k-/nC, ri -r I Yv - z L-t 1%-Y h 11� _` - - '-I W S- 7. Volume - 1 442 x .167 = 240 cu.ft. %�'� o"e � _ \ '� t-T. - - �' -�-- Yw��.Ltl-..tct N 7 r 5�T P1/�� t� Q� � � r � ` z � T ?� ��'/r I. £-X 1 Y t►-�Ge t -I 15 _i _ t-4 '✓ ✓ 4"\./. x G" Ive--E P'7 ? t5 d t G' '. I E-!.fv t ��1 L `TJ '' �1 p p0 aG- S' 4 0' 1 2' \ 1-i i-F �. -/! I Drive Area - 1,OOd sq.ft. S.`` + I i , Volume - 1,000 x .16T = 167 cu.ft. \ 2 Sy'j ti �. I` / STSG�Pt fir' r l-. g5'd,L J F L/ �L•r k G p• f_ P. 10 n �" :4 Total Volume = 407 cu.ft. �-'„` � ''Fid'=:.�= E/n•�E...c��v 17.0 YGb` P JI 1 L.P, I `r1 a S.,"'--T-s-i'l =F; t - L� 'r 1 W A,r-4 t�h.4,e-•-"''- _ - L �- zO' - 4 �^ -�� v H - �- Provide - 1- 8°dim.x 10'deep storm drainage ring 4 .r., �■ K X _ ��` it �C "NAMt 'n"4'- X X f4 -fir X 3C x (422 cu.f.)With traffic bearing inlet box, _ �.� inlet casting,slab and piping � � " v .n Z 7 tlZ Zo '\V. I L--T- V-G-t-A c. t. m Syste 1.:_ _ 1V b2' \ � B Roof Area - 1,4701 sq.ft Volume OPAINAGE INSPEC�iONS E PEQUI'tED - 1,a7o x .1s7 245 cu.ft. /^1'•4 � Contact TOS Engineering a 765-1560 before Provide - 1- 8'aim.x r deep storm drainage ring �✓ + Backfill, OR OVI (295 cu.ft.)With slab and piping. r �� de Engine r s Certification ��tJJ 8 4-�cr 'r �,i� W•1-C Z C L i L- that the drainage has be n installed to Codesystern"c" Roof Area - 1,248 sq.ft. Volume - 1,248 x.167 = -208 cu.ft. \ I Provide - 1- 8'dia.x T'dee storm drainage ring \ \ j p 9 9 (295 cu.ft.)With slab and piping. EROSION&SEDIMENT CONTROLS Shall include but noti be limited to: System"D" j A well maintained Co'hstruction Entrance, Drive Area - 960 aq.ft. volume 960x.167 = 160cu.ft.Wire Backed Silt Fencing, stabilization & - T ' Seeding of expwAd and/or inactive SOIIS. Provide I 169 cu.ft.)With traffic bearing slab ng F d J`r'F'>` � ►-�-C' o�-' H V U � and cast iron inlet. m"Ell " A,,U e, 1 Y u<-,•-,'' 1-1 a F- ('t L/� F-1 p Drive Area - 960 sq.ft. 5U 2 1✓Yv S�' 't/,'--r'0,--C% S/7/4 i gppROVAL Cr, STORMGII�`TER M NAGE''�ENT volume - eso x.167 ` 160 cu.ft. CONTROL PLAN -Tdwn Code Ch pt��236 Provide - 1- 8'dia.x )4' deep storm drainage ring f Date: '' r � (169 cu.ft.)With traffic bearing slab Approved by: and cast Iron inlet. Alk�AiA. � STRAPS tea- yc, l11 lip :�: ... .- '� • � f'c '11fie - __ .•yam ,�'y ,�,�.,y • �` TM3>IIT�E P1.111ti fi Tom! f A E C>C '� - .W = ti' '`:'f}�' -12MT P.C . 1412 'A s-z3-li t�sut✓ -r'v. v v �_ ; • ,lY ' -f s- 17 - t I -3f-1 i ' I ssu G- 'i'v -0 us`i�E j 015244 ���L� Yet�r1C 11971 O 041, 7- I4-f1l Anv. n�vGs. St_.T t=�/s,C .04 o, r�t�� pit. 031 .7 st fig. 631 .705- '542 two I2•Z'4•I3 I'SSUt FO - 1P w c CITLITZGE-44CS- ) - T SANITARY SYSTf"h1 f)C"SIGN .---.-r- r"'�",eF'I"t"�.»1r".'yzv-, L^ - �.y_._..._-_.__.A ONSTRUCTEn RC'SIDt"r1cF - �••��+ E r---rr------- , ,, _ ►_. , FOR RE•C_ . r,•' = -----.1_ --- •t' 1'_ y,._._..L.. __r '•.4..y'- r, 1 t„r _ "► r4='., .' ,�• J 1 I `I r' \ 1'M!'+•['R•t ,, •�� E3UIt.DIf1Ci AREA Existing 1,308 r.(I.ft. u {.-l_. 1 it. P,L'_,•:7 t.�.' 1 J !".1 l_..-T''"�. , `.~"x `'N ' ♦ 7�t.}V•d M.1 l CnNCRE r COVER 1 f> f r$+' ` . I CONCR:TE COVER -..- Proposed Osed 3,600 sq.rf , I , { •� Ill .da,t 1 17•l7 c, ' 1 I _._ _ - -- N BEDROOMS a u. _ [----Lt_------- •---- •---•-.T CONCRETE I - -'A ", G"� cnr,^ar•Tc Uh1[sFR OF t? ,• 4, �- _ - CHII.INEY ._.. .� [.L M.- rt'L. �.' 1 '^Z -- Existing 8 � „ ry to.v--- r 1A-.e'n' . I c.r F L. 1'I. Proposed 3 'g' s • E t7 t-a / i"- ''� L v I-'`''I 1 ' <..,...._ «A[t E 1 '� \ (�r Fes.��.¢ I ---t• g'--� --�/ c" -tv t-uIli �7 I-t<. ��'t,,4.• R .et.•..,»••.K ":.;..`" \1} r t t. . 1\ �.r. Q- Existing SUPPLY G - I I Existin & SUFFOLK COUNTY 17.0' gJ Proposed "WATER AUTHORITY .P`"'>f 1 ® ''1s ► t i 1 MIN t'"AtD 113 ED 4-NAN =j 6L ,,`, <I pl I ( t.�� r • ,. 4.6. /!� G 0❑❑r� v'tr,I !c� !.`i 11❑Cl C7 v,'tn "`: =a.. o t•w . -- 1* � 1$. •,_ w.,•.•y, to gn M, Itn cn N SANITARY SYSTEM ,t � - `r-'__' Proposed ONE(1)1,000 GALLON SEPTIC TANY. �, 4 E- �t TWO(2)8'DIAMETER X 6'DEEP �L,0.�' -r 3 1 Li �i . • �'' ; r1l LEACHING POOLS �' ' t� !� rt f 1 ` Kti• t N.' _. / T { l > E V I gt r 1.. �t .� s- r N 1 • tc•M�ti 10'U \. £.L• Cl- '1 _I-:w -- {`r n is + r`' r 1 t-i i:r.- .ti-h-'-•t T' - h T" 16 7 ' "�">a' ` V 1� 11 d A O , { INV, �-L'. 9 t l ( i --r,� -- /�' i • ,It ►.0.71 1, e a / cat_v R x lli CD�uR y x _ -- - --- ----- - 1• t LEACHING �At .�• :. '� j . - • ao. t.0 �- LEACHING ��\�^ .f 1`�' �' '"'"• SECTIONS j .�r SECTIONS _- ��� EL, , !// I r s'c �� E L• I• � ,� � � PROPOSED SANITARY SYSTEM ELEVATIONS j � , �•'• N ,� Z - -----.--='"''■�""' t-t-• iii (P.7� �'_.-._! %�i G,-• i ' 6 1 w �"te.r �.�rr F • t.;,,, I FIRST FLOOR ELEVATION _ -^-I_- 15.00 CREAT Pr�� ,7c •nc..••c.s",. z70' ry c A w «a•••s. EXISTING GRADE A7 BUIL_DING 17.00 �p;�t, �st r F-7-1 e:- Y/L IJ tom. .o c•...I L- --- ---- M v SUS riLL UdRf•.:R �•�. .sn• GROUNDWATER 2.70 1 - I L-V V G"T BACK r4�uAt[RiA�TO FE ctuw$ANS AN'�GRAl2l/ i WK. ML M.-eRIAL To er ClrAN SkN:1 Avg.(,RA%*g15.00_ FIN.GRADE AT S.T. I 17.00 1't"•'a� - g' Jf a G'S7F Fit- 1,C /�G H'1 1 1e,- 't',,'U� Elr, 2.7' 7'� L 4 . r. c: �wN - -e,i" S.T.INLET 14.35 17 c7• f'tt-{tc: S d_N►cy S_T.OU_TLET-__-.-- -=`--,--- �-L. D.•O,�_ - �BOTTO':1 OF_S.T._ _-- _ �_-----09.85 -1 1/ FIN,GRADE_A_T C _ 17.00 V- STOP OF L.P.DOME 15._50 + L.P.INLET -- _^_13.75.-- k �__ , t fv �� .�-,• �� .�, r L.P.CROSSO_VER_OUTLET _ 9.0E `' •--• ..- TEST HOLE _.__ _ _ 4r � / �' f-� ! 1 /` / ✓ I ��� 4 LI!ILBOTTOM OF L.P. --- - - 675_- MADE BY McDONALD GEOSCIENCE L.•,. Lr Dated November9,2011 LEGEND - "S.T." - Septic Tank Leaching Pool € T, IM7A c.r.,E �~...R; . 22/11 rQ.FT. AREA IS SERVED WITH PUBLIC WATER BY SCWA. NO PRIVATE WELLS KNOWN TO EXIST. WITHIN 150'OF SUBJECT PROPERTY. 'r j'i', "!;!��' .1e »11 . 22 r , .A•.MI,RIA.•� E� OTa':£'t rty £ '�'~'trr-!:C 7 "'R.'Y r. r.".A'►!T1'.'. n. { ` UL �r/p 10.6 .iii'. .. _ ,r 1.,� • ` �w V�VAt� i C�* . 'i.4»{G �'�Y�'.ww.•t , lw.I� _. 1'c1r7 "r t'G 1 l--I T , T 4-1�L1� - ''�!` _. .. ....... _. Y�tom-✓� C c71 1 U 1-•t Gr P YcJ U Gc . F' S Li \/ �c't'f f / aw.w•w.q� �r�u..:.rp t .eye N M it*f tJ � 04' 17 C7:11!7,r �V •� i Fi�``J A . _a�l/ir� ^� �r.�1i.. +r .tl,t.i 1117"4 EXISTING BUILDING AREA HOUSE 1,023 SQ. FT. PORCH 153 SQ. FT. STEPS TO GRADE 60 SQ. FT. N lam/ -°` ��;� _ �1" `, \ \ �� ' GARAGE 506 SQ. FT. .�^^���1 t�Un:;(S) g l t e�-a- i•••",r ti F..-� r-,r a 3 SO. Ga 8..c Un:;(S) Ew�+�_'�.C3, if:._.'a...ti:..w'_.':.:� M.:j` Tho '` ` •�•, __ _ � 11. r � � ., .r^.•.t°•- , ••.� COTTAGE 1 2FT. \ 8f.lf1(':.t CCM ,.y :1::r.;t. �,A 1,874 SQ. FT. Cell 852-5754, 4n 1111 I=�Advance, t-tv u �,� j � \ � =����.. � J 'r TO Scl7�:s�u'e lits-,P r- L`� s - PROPOSED BUILDING AREl, �� , , N • .. t:xl 'Yt• 4 c< ry �x•t STI G� �' HOUSE WITH �_ 2.7 1G c9a �. G'~ r �� ° o - - r '" �, •.--• ATTACHED GARAGE w 3,016 SQ. F1 . �r-- �` ENCLOSED-PORCH 516 SQ. FT. �- �-- �...... . ..Rt. ...✓ ..� _.. . } vTt►_ t 1~Y �� O / {/ i� ` \ a OPEN PORCH 328 SQ. FT. �J r`oL-� D \ t / -` -- +^ -"- -?, \ 5Y5T t�/� G" `\ + STEPS TO GRADE 88 SQ. FT. - � `� t e F' •3,948 SQ. FT. .4 ` q. . � �� �� Q1 i 4 I �� �- �� �t r '' >c t� �Jd � ' /•� LOT COVERAGE --rte N EXISTING 0 8.4/o I , it / YYy^ / j U� �t� �Y�.�'�.i - �t .� • 1 y �,' �xr�'- :r r��. ry Ct 1 •� T.� ��avLz> >� PROPOSED 17.6% j Y 'PGLKCOMY DIVAT.`1"' r.I T01 �'a MTH SERVICES 1 � ,� - .• "`�.Y-•-�.. , � � z_E..c..s-F.i�.-*'k.:"t.�� -r-, _g-- 1 t �T.:c�.,r r----_-� �• r � � -�1,- P eo c' S-re..t-�. `� `1• a /" sTdt'Y G�Cr'/Gt� 1'.•6-=C.F{ $ � '+ �'n, .r .Lti ,�C�1NGt i •' ✓ tr, )VAL OF w• nl., • �. ..:) ---• � - -~- \. � L�,. '\ �n' 1� � ¢ � to I ;'^ 0 �•� -4 �►�. ,;(+✓.L_ 19.o') d� �� f ,�� STORM DRAINAGE CALCULATIONS U� P 0 5 2012 Tr,-- c t,t-- t.�•av r^ p ... ' Y t ti,- -r1.t{.� r rvc r1 7t l�Y }fOLe� ?. i. I - 7• . } 1 %'� Z t= r P) 7 VI �` E- r {y /�c "j ,J 1;A"~®vrD a.. System A ...,.. Roof Area 1,442 s(f. ft. w 1z \A r' `� t ' , �/' _ C . 1 1 �,•� r fat ., ��i Py _ \� 1,` � t 1 1 ' � i V ai.x+t _.} 'M V• •. ..�Y 1 },� r. • ' ry at Volume - 1,442 x .167 = 240 Cu. ft. p,; ` � `,=c`w `"---------------- �.-\/.�,..:,--_ a-ads-ti , .c x t>-r. �, ��1 T,. • t. ...,...t;�c•...w,R.q.� :�1't"",l,,.r(�'�IrAl.or t,�i i�'t^F.'+.�"JK It, ' J w _I !I o. r•. .�� i �s�t �'-r�./4- 'r , '� '` ' Provide 2- 8' 66. x 3'- 6" deep storm drainage rings q �. ;,,t *; 1 �--- �:,: -_ `►I '" r(i ( 295 Cu. ft. ) With slab and piping. Ar - • System E, B 11 'z s _,-_ I y . Z a Abandonm n4Ia a 's`' •�v f xt .1nJ sani�ryr system m.fst be iYt Roof Area - 1,470 sq. ft. - _F x t-,-r: --� co:nformanrc v�iti7 dcpanrt :requirement Submit - - Volume 1,470 x .167 245 Cu. ft. �\ �, - ,' a j,�`_"___ • i✓.1��• CC'.31�4ltrtEC� f0II;1�1w�<"�- ) �f). r�p',RJ�. , W - I Provide - 2- 8' dia. x 3'-6" deep storm drainage rings ( 295;cu. ft. )With slab and piping. / r` �b System " C rl t,, t- )TEP IR,. D..0-d The Roof Area .- 1,248 sc . ft. SeNolk Co my Dap Of Ha,, tl-E Sarvi=& �. Call 852-57 48 Hours In Advance', 1 To %Schedule Inspection(s). Volume - 1,248 x .167 = 208 Cu. ft. 1� Provide - 2- 8' did. x 3'- 6" deep storm drainage rings ( 295 cu. ft. } With slab and piping. '19W HU MUSYM 10 331J10 r _,�-r F_ t ►-r r t , , S301AN39 Hl"1Y3H'00 ea 1S t-�,- ,�.��.��.•-f 1.-J ,� t- t.1 ,./� F-� t' Z1�4 fl Z NaW • 1 . sur°..�+:•�v e_ -v'ra•.••�k._�` ����� � E Q3n1303N � •• ' ` "mss". ' �.••lR., " ,+,�'- - G?_j "`cI._''�..i.•�.._ ..-- ,.+''.,!'_I l'"."I""•-'- `'-ti�/ - -, 1 i A. j�AT/nJ .. '. `, i,i , 6 . ;° tY gipp. -:-� , A.-�,......�. oc A �R * ♦ir.g!'t p+wry r,Ra.: s >;•� IrwQ! eI�'*! n#1w.� .��^1.^� ;{., 60 •moi. " -f ur ,. 3TI:6'u S r:. a F .�„d•L.„',�.` 1`✓1 G 5-z a �- A v'..rt ^i �. 5..C�'t ►... ". CC. ' t. t•�`."" �"''•' 't.�": i.l'( ^^° .«-�. «,l"'►.R�.e•� ., ��"' 5;, � p;�-a .�.R /,.it ! � Ia.'�1�. �x*s-.e.e•.rwr•e•. .s:.ew,�j•,R+•,••,s. '�I'�"'w•?• •!a�,f 6!h I�A•R/t _ rot �1u !+ /9 E* ` - s 015244 `'- 1,-+.-*+�wr.A 0", >A lett ti,f� •I ie.+wws iwwrs, s r• F,, N. /� • ,...... --'f '7.• 7. 14 -f l At'(* n ✓_< t `t 1' ''-4 4. t•f"�"'�•"wweRw••re�.Myj E"s.* .4 Tom^-. ...-- C1�1 7��,^na'.eiw+sf•�;�"'4M�IIMs��+. �n � 11'7'- {r 4 �' E.iJ I r ✓ � r__.'L r ., tr / .a ..9.:�, I Ate.. 4',4�yy1 7ia.�Y ..E- +u L 11 Fr- �'" f- T�=i_i f. ••. � - .,C. .,rwr...+. tw',Y•i1 �'...h°..,.ri J.mmomplimm IN NO .� I:��� /I'rt/'l 1 ' I,,.�.n ,� ,' �!i' h,G.. Com' �� „Y,• • - w �3-2 7-t t 't'-t<-..i f`t�...q:� �5 c:, i-t F' � O E�' I SURVEY OF PROPERTY SITUATE MATTITUCK ,x, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK e X a o�� S.C. TAX No. 1000- 126- 11 -22 SCALE 1 "-20' JULY 16, 2010 {i�p• °o °� \ \ a o�Gyo o \ JANUARY 26, 2011 ADDED PROPOSED DECK \ APRIL 4, 2011 UPDATE HIGH WATER MARK \ \\ APRIL 27, 2011 REVISE PROPOSED DECK & STEPS �\ \ ° \ \ a � AREA = 24,238 sq. ft. QPJ \ \ (TO HIGH WATER MARK) 0.556 ac. CERTIFIED TO: \ \ TEACHERS FEDERAL CREDIT UNION BOUNDARY TITLE SERVICES, INC. \ OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY KENNETH HEIDT \ \ KATHLEEN HEIDT \ \ I 01 \ \9 \tea \ \ \p o O O� \ a y"V OARgc \ \\ 0.5 v Z�° O� °G o°\\ \ ` �y �GO \ O� \ Co O O __0 / G G OGNR�GF. \\\ \\ E / r \ o G 0 \ \\ ooyo >s slwk \ \ UNAUTHORIZED ALTERATION OR ADDITION \ \ TO THIS SURVEY IS A VIOLATION OF �F d \ EDUCATIONSECT ON 2LAW.09 OF THE NEW YORK STATE GVRGO \\ 0 \ \ COPIES OF THIS SURVEY MAP NOT BEARING CP P 1�9 \ THE LAND SURVEYOR'S INKED SEAL OR r �s EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. \� ONLY TOATHHESPERSIONTED HEREON SHALL FOR WHOM THE SURVEY 0 SS��P`' IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. \ THE EXISTENCE OF RIGHTS OF WAY \° s AND/OR EASEMENTS OF RECORD, IF ° �P ANY, NOT SHOWN ARE NOT GUARANTEED. + Sz, A PREPARED IN ACCORDANCE WITH THE MINIMUM �P�d STANDARDS FOR TITLE SU$VEYS-.AS._ESTABLISHED BY THE L.I.A.L.S. AND RpVEp-• ND-'ADOPTED FOR SUCH USE B EE,CtW'YO ATEiLAND PQ TITLE ASSOCIATIO . ; " '► �0, o �G 0 I OPP N.Y.S. Lic. No. 50467 PQQ�G� Op�• // I �°° Nathan Taft Corwin III Surveyor V Land u �, � /�PQ��� .61 Title Surveys — Subdivisions — Site Plans — Construction Layout p1 / / PHONE (631)727-2090 Fax (631)727-1727 / / OFFICES LOCATED AT MAILING ADDRESS / 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 / 30-16013 I tsss t 9 SURVEY OF PROPERTY SITUATE MATTITUC]K ° ,,X TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 126- 11 -22 SCALE 1 "=20' a 0 \ \ �� JULY 16, 2010 O ?°`� ` \ JANUARY 26, 2011 ADDED PROPOSED DECK � �• \ APRIL 4, 2011 UPDATE HIGH WATER MARK APRIL 27, 2011 REVISE PROPOSED DECK & STEPS AUGUST 27, 2012 STAKE PROPERTY LINES JUNE 12, 2015 FOUNDATION LOCATION AREA = 24,238 sq. ff. QP \ \ (TO HIGH WATER MARK) 0,556 ac. CERTIFIED TO: TEACHERS FEDERAL CREDIT UNION BOUNDARY TITLE SERVICES, INC. \ ` OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ° °o KENNETH HEIDT °1�G2a \ \ KATHLEEN HEIDT \ 'L \yFgO \\ \\ \ q \� 11\ `\ \ \ \ \ \x \ \ to CIO o \ \ \ 0 \ C cz 0c, *71 \ r °T \ \ 0 sa \ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF o \ \ SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. \ \ COPIES OF THIS SURVEY MAP NOT BEARING q10 \ \ \ \\ THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED \ \ \ TO BE A VALID TRUE COPY. \ \ CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �sb THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM J� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND,APPROVED AND ADOPTED s�fy FOR SUCH USE BY-THE NEW YORK STATE LAND \ TITLE ASSOCIATION. meq.+ �p 1 1- O1 1 11�0 Az 09 / Y" l r�� po 1b / No. 50467 �p Nathan Taft Corwin III Land Surveyor •� e� / Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 / / Jamesport, New York 11947 Jamesport, New York 11947 / �S u rV,ws Rj ft(m((f � 4) v- I I - 60-)0 D CC�C�OML SURVEY OF PROPE OCT 1 2 2017 SITUATE sUHMrNO D;cpT° MAT T I T U C K TOWN OF SOUTHOLD ° e ,� � TOWN OF SOUTHOLD 4 ' SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 126- 11 -220 SCALE 1 "-20' 0�2 \ \ JULY 169 2010 JANUARY 26, 2011 ADDED PROPOSED DECK APRIL 4, 2011 UPDATE HIGH WATER MARK ° APRIL 27, 2011 REVISE PROPOSED DECK & STEPS Q \ \ AUGUST 27, 2012 STAKE PROPERTY LINES MAY 2, 2017 FINAL SURVEY a �� °�,,� �\ \ AREA = 24,238 sq. ft. ° . (TO HIGH WATER MARK) 0.556 ac. CER TIFIED TO: ' G •eD 1�°� \ \\ \\ TEACHERS FEDERAL CREDIT UNION ' • •° of BOUNDARY TITLE SERVICES, INC. D \ \ \\ OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ° .o °: \ Tk \ \\ KENNETH HEIDT KATHLEEN HEIDTCGEI`` ED SEP 14 2011 O FIDE 0, 1,ASTEV,ATEP.t 7,T. o \ \ \ O' \ SUFFOLKCOUNTYDEPAR'T'��Cf� 1 �1',lt?� ��' ° \ APPROVAL OF CONSTRUCTED WORKS FO' \ °9A \\ \ A StgGLE FAWLY RESIDENCE SEP 2 5 20170 � '0° �- \ p..,,, Rcf.No. �._._._. a oral and wit"SU^Cly factl*lfes at th's laxa�pn have be^n The SOYr"'�g �� Ir*^ee!ed andkx cerN!ied Cy 4his Depant other ayenebss and found to s��istaCtDry FOR A tIM'�I'�'lQr DED"\'00!!!S. � .D '. . �,�. ° 4°° \ \\tea �• J LP111kc^� ° p 0" office Y ' 4'•J«nwr.w,wr+�+i�"�..(( D \ 10 e !y e \ e ° \ e ..p. 1I, .e < \ \ cA �-0 G��a z Q��O ,, ti •w• \\ \ OG O \ \\ 5� \ 9 p � Z�$ ,�000 �e• � \ \ ���NN p Q CP R \\ \ , o \ o- \\ \ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF \ SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. C, COPIES OF THIS SURVEY MAP NOT BEARINGSEPTIC SYSTEM TIE MEASUREMENTS THE LAND SURVEYOR'S INKED SEAL OR \ \ EMBOSSED SEAL SHALL NOT BE CONSIDERED Q \ \ TO BE A VALID TRUE COPY. HOUSE HOUSED° \ \ \ CERTIFICATIONS INDICATED HEREON SHALL RUN CORNER N CORNER OB ONLY TO THE PERSON FOR WHOM THE SURVEY SEPTIC TANK IS PREPARED, AND ON HIS BEHALF TO THE COVER 9' 22' TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND LEACHING POOL 20' 20' TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. COVER 1 O� E�\ x• LEVER 2 ACHING POOL 22 5' 35' CO THE EXISTENCE OF RIGHTS OF WAY 0 0 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED G BY THE L.I.A.L.S. AND APPROVED AND ADOPTED fy FOR SUCH��JSE'-Br7HE-NEW YORK STATE LAND � TITLE A OF0 CIO SIAT 0 5 S N.Y.S. Lic. No. 50467 �Q�G� ro *° Lathan Taft Corwin III I ° / Ilan ,o) Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. / / Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 / Jamesport, New York 11947 Jamesport, New York 11947 / w► " �' ' i Asa A_aYr ! ' .. q, • ,R. Mj w r4 J♦.._ ,k `»d i +_� + ms toua G ! 'Jr d fr + . - 3 v►orf 1�. h N f� .. ... _ a.. �• .. ''F, V ! j %14 ;f I N A ^ . ;:1 • o V �r . F.0.34 P.0.71 + - s � � R1• M 11 'j� 3 ..'..•' .- air•.,m•• .�... CREAT T�0J E.�-T•' C� -� s ►-f E RECEIVED r , Nov 9 2011 BOARD OF APPEALS C7 fr'77 t�.l t� . r"'" en.rT. Ttliton"r � �t"''"3-1""-11 - 22 - • L.*'$i.,.a i.'!« L •L., »~f Am* 'is .,.� .Y f' 'a 1 1.�.:.!•a"LD f 1 .F"• "i �r r ' . _ • lA I� re en0 sr•..,r�/ �y';tea• r,.070'` s ""`...`. CIO— r."•.,..1. ,•,,...,.1.1,,,, 'F'e -'r J U tJ G 'K Yd U r.-1!-e G (�' � �s>�`' 'ate` 4' 1T.-Cf".."':! .C "IIT - i!-{. � •. - � f • .P.'�;�'i't""' .':�.��'113':" EXISTING BUILDING AREA HOUSE�,,,� ', �1 .._...-• -- ��`i'"r' ��� '' 1 PORCH 153 SQ. FT. STEPS TO GRADE 60 SQ. FT. Nl�/ ��--� �--1 U V—, G. '.�G� \tel N ` - - GARAGE 506 SQ. FT. 1 1 � •?�� �,, COTTAGE 132 SQ. FT. 1,874 SQ. FT. \ � PROPOSED BUILDING AREA . e l }:� `1 •�, HOUSE WITH -- 'S• Z7 1 G ts'� V-•••, Gi�f�Ac.E Yo x '�, Gr_ . ___ ` , RC!I x >`�"_ c i.�ov rvr °�� N ' ` \ ATTACHED GARAGE 3,016 S Fl r-F- ��Ao,-P r-` iy \\ `� � � .� ENCLOSED PO 516 SQ. FT. .. ....'.'.._._.• '. "" . . . " """ """ ...:- r . . OPEN PORCH 328 SQ. FT. 07,�, STEPS TO_GRADE 88 SQ. FT. ,3,948 SQ. FT. LOT COVERAGE `^?� ' 6-r E-r--, �' !� �� 1 EXISTING 08.4% ` - k u-r ��t rY , '� r , l ��tI,� r.L-r e5�n 9 :� "�'? PROPOSED 17.6% rr--O T'• '` \ t/.± g'ro t-Y Gr �/ CrE. � T' +G^C i-1 � i •1'n ,lltI1 �- �.L-�.�.�G'1 H G� w't_ F � \V\ \ o ` 19 V� y '! ; �, % -7� ,` STORM DRAINAGE CALCULATIONS � `i � S� -G,� O� ��.•s. C � ' eJ s a1 •� s�T �� -, System A i �,v_� ti L�►-� U,� �- i L t + , Roof Area 1,442'sq, ft. ',. . b O `1 �` a p 'z __ �: +� Volume - 1,442x .167 = 240 cu. ft. \ \ Provide - 2- 8 dia. x 3'- 6 deep storm drainage rings • 295 cu. ft. ) With slap and piping. �, ..... ..... .. .. ... .. . .. .. .e. ••- '.\ Z 7 DZ Z O \V, .,.- /� _ __.. _. System ts 1 ` J'�� � _.__ _. .___.,_._.__._ . Roof Area - 1,470 sq.ft. +J _ _ Volume 1,470 x .167 . 245 cu. ft. Provide - 2- 8' dia. x 3'-6" deep storm drainage rings 8 4-6-c,7 5-4e 4;1 N 161 �`Ct>(.2 U L t: Vim. L..L,- 61, 4 ( 295rcu. ft. )With slab and piping. \ ` System " C +t Roof Area 1,248'sq•. ft. '\ Volume - 1,248 x .167 208 cu. ft. 1 Provide - 2-S' dia.•x 3'-6" deep storm drainage rings ( 295 Cu. ft. )With'slab and piping. Z-e7 f d✓`f'E' t F-1'T O F 1 tJ LJ . ZBA FINAL MAP Y .�vG#Li t-4 t:;;' SEE DECISION' - G�S�E ED pRCy/T rnes•+ w ems,+, p§� - _ _�.._=--!''•.r*�"'"",:::-�----� ,. '_� • . L:-7 - `. . J: = :r. • crkahitc e%(. Te,. C rum tl°'"" "'"^► �="',�. . t''•.C. .,,F'Y'I T""'''t f�' •" *;►V'..�_%rr-4*t'"" 1 yin' f•u f ^R caw•-«M *. p,n sw�►•"b� �u ' ,« r,r p-,..«•rx p•,ew ♦-*+s-R s,+.nen-,}- N"!••-•"'• '"�! r" •! ) {�'1,«'..'.l _ - -f , ''" -1��DTPC'�""'.�°�� , R.O.D,�. 1�12 , .�- S.ar3•r r I<�<>u t_! �`t'U' c��..•�-- . f �'"'-.�Yee,: x."'71 taAy� u t �.. .► �. .• ,.,.,' ,;, 015244 .t` -31 ^' • ,• t, 14 f A r o r. � rLO* n c,',... .t'.r'�.,, IFff. �r, , .. . :� �TgTf OF NEw y � ��a , f;. "'� ? � .�.� jr �• �,•,,,t:7*,,,..e• ...�i.,•, ..,.�,�.•.. 11-7- 1 1 1 ' _---. :1�:�._.:;�Ll.::.•Iii-�"`.'PY..�-..g_d..IL-E 5-4 .'P� __--- -- _ A-41 AW( �0 c �.FL t� --. . .�Tc..GT�t�'� '!'�Y._ _ 41 In' O r --- . -- -. �•- X00 �,: zoo Mn CEI a o ! - Q P I .. __J� - IL � ff f ,�'`l:��Gti i=ce: ---- _ +�..a� �Y t �1�7d� �Y�S -'t•tP G�-L:� ..__r:._. . . N -- -_ _ WIN Q2.I- .v -- - _vtF-1'�tL "��� P t.•d•toT � . ..--- -= — '.= __x_. =n.__. 4A.rz,��-rc'!�. z��a7r ,e:. __� �-�: _ .C::r - �eS+...�FG.L-iii.-:�:��iw-P`._- 5! 7M2 EA -00 4!!�� _T eNV7/fid/�b . VACMAM= ....'"' CM CW AM 1<ACCVA TO . n"O Cn 10 x 090 fWALL,.AT ALL OM Ac crr ;1�! JUL 2 1 201510 YO Cm IN t VM TWWACTUMMM • yam;•'?:�• .... ilt ft�V2 �"I. 5� •w . : `_'• ' EDA - T ��O 1't7�.J-►�-'Q N► `�/ 1ZFi� 1 p�N G — } 4AC�D ATS" .. i �d LL- �Ati GARRETT A. STRANG r_r.ti � �a-rr,..; �.�.e -r—a I Z7-r LOCA r � . architect L.- A6 U L- ...�, ►-.. E..w Yom ke.. !YM''''me �.loYtrcz "AT ftL t+ '�,'" '�► ` r on " ' _..._. _b, 1230 Traveler Street, P.O.®ox 1412 14b t'' � .m- �.�::=�_ �' .>?...._'Z'o_ .._�t► f..v,�-r v r`4 `G. a.�tt.tom_. --_.. - sTq 015244 c�� Southold, New York 11971 J. �?.i�,. �°. S 06. d l�p�Dr-,r Ick M is„ . t,t o` �-3 IE OF MEv� ph. 631 -765 - 5455 fx. 631 -765 - 5490 . _w X1111 Tt �XAmCT AM CO.lit.C".w. -__.. ...._. ._ ' -- = ' architect@quixnet.net NO. 11: ♦t S o rr 1 w . .0 I z 1 ANZ Q A �0 9 q fti"fZX -A 4f a Y IL 40 Att FFi: rnmw ______..__ ._ _ ._��=use � � • IZ =4 ' I 1 r -._ .r. - _ .._r i •' '147 4 6 --Two' e.--- L,-- z 1:9 -Z- -.5 40*' ^1 L- EI - 1 /41 , II TALLA' 61F S OM AICD FACCCAUL ED PRM MPOJMTM OR tWft' MM( TALL,At At.L Q OL .. , pool 0, .At CMWACTW=CY � 15 TO',M IN11�! ! •! :Y1Y ref !� _ ... .•.. ... .... y.. ,^ r ...w .::.^...yt.A r•N.•" " . y.(w -pm M. eOAItD MATEMAL MWT.IM 10*Q E . tMCVWAIWM,, rom TO 21 ille- G\S•\�R[DiAl?? T nn'x i?i�P�S Fi 17 W !S►w Sz.>�S 1 Vp e.V-4 G Ei - GARRETT A. STRANG - w --ii/Fd T •vww+*.', - ^I - • , ��P����T AYS R 2c,• L IL Ir.1--� /�► t..► �-sv 1--� N�� 'T .! AL AT M L =t �.; MS 3•� P G �..� I G t9►��f V�/R architect ►. �� ,���. , r��.. tirol�- �h; 1230 Traveler Street, P.0.Box 1412 �'� NOTG _ - ��.. .. .., ... " L ,.L ., -- ... - "'Tvt,.�IV�:'T.t_.?!+�► . -t,.tYl.u�e. •-. _.. - sTgj b �� Southold New York 1`1971 __. -.. ,. __- w �_ z - -f._ F OF NE`N.'` 31 765 545 wn Y•GI �s -# ." .pf : x:17171 e r�T ::. E-.� . ._.. y� h..6 - 5, fx. 631 - 765 . 549a . A • 1�1 - au ---___-- architecMquixnetmet uo. oF• : REPLACEMENT SANITARY SYSTEM DESIGN r---rr------- ----------'� �T. a" �+✓x ► T I i I G� c, ti U FOR RECONSTRUCTED RESIDENCE I I l ExTG. �lOo I¢i.ye_ I^,.p0 -..._ N �'• a .v FINISHED GRAAE .✓ .✓ .✓ -17- _- FINISHED .Y .✓ .✓ .✓ - _ ____ b .. GRADE YAR-JL "K-.�J\V F--1 LOM�i�. - O l� �- I BUILDING AREA w' r 1] i i 1 Fy MA%. I 1'MIN.L'MAX. O• Existing 1,308 sq.ft. ! i CONCRETE COVER --- E-L. IG.5 ��Np _ � Proposed 3,600 s .ft w it it CONCRETE COVER -- I P q ' F-I V`••k . Gc Imo/'••-`.''%:_- I `•I-II _.. I - .•MAX. .•MAX. I _--LL____--._ ____________J CONCRETE I CONCRETE � � ---- - •- --- NUMBER OF BEDROOMS <• CHIMNEY � L ; CHIMNEY -' �`� .'" y Z.50 Existing 8i to X l '-{ 1 N G• -__L _ L. tu.v IS.ro• Is.:;.-' Et-. 14.5 "I`v!.! t•-I t�/_'�'T I t2 t--% •-I I � !-��•-I Proposed 3 _ A,,^•..r p,G -T-mo I WATER SUPPLY r� • f !oa , %+LR s Ft�E -a. -T-mo P I L.�E "-, 6>+ EL. ,„.,�,.,� M`� j3,�t• K� I-•,� Xi Existing SUFFOLK COUNTY �._ 17 +i^'i+' (i j J 1 - Proposed "WATER AUTHORITY -, f IT I•MIN-2•MAX '�'V/ C \ I '%i C , • 4 kh. ILL. A•11A% _L ir> go O ® (n(-I 0 El ED-\ I]❑❑I�o I� _. .._ . ._ r• N' SANITARY SYSTEM I >+ p MN o•MN ,;" , 0 Ln , p o Proposed ONE(1)1,000 GALLON SEPTIC TANK ® _ ';r ,-,,.•✓"' , - • : "7�J.� . 6 Ir ,a ao / +� r( '� �' T'f L r✓ T a+\.�v1 TWO(2)8'DIAMETER X 6'DEEP <4 to L.Q ,.. , !b �t t t t • , ' ., > 0 v w > -L. y w LEACHING POOLS tt �s >• "s. 1 \ �. 4 ., iw 14'.7, a E a n tv MIN le 1rL. W A.v� M W C 9_n is �1 G._. 1?lla � 1NU. t L I a< a i ��.� ��� Yr s MIN. LEACHING \\\ a' MIN• LEACHING \\\ COLLAR �x �/i COLLAR x --- --- -- 1• .r- '� . ' 1<.It.]0 R 0.71 SECTIONS „,1� I.�a ��< SECTIONS �� l c ,t /\ r re \\� PROPOSED SANITARY SYSTEM ELEVATIONS r +' �" Afi>. • 4 I Fr ST FLOOR ELEVATION 19.00 / t • ` a ►ENE».ro A A A[NR$T1 7 EXISTING GRADE AT BUILDING 17.00 r, or A NRCM STOA;a 2.7D' 1 01 A 0-mD G �. I,O�� 4 A L . S E tT t Y,�N ►�- (JA or s.Mo.vo rv,.�i (Jq o+s.Nc.wo c.."TI GROUND WATER 2.70 1 r MCN SEASONAL C11G1MONATER MIGM SEA9oNAL GACIM,pnATEA SOIL LINE AT BUILDING 15.00 BACK FILL LMTERULL TO BE CLEAN SAND ANO GRAVEL j BAC% nLl MATERIAL TO BE CLEAN SAND AND GRAVEL FIN.GRADE AT S.T. 17.00 3 �� 14• �� TOP OF S.T. 15.35 • , x G'17�a✓tL���N I titl,, P��L� EL-. z.7" w�-r >~•-- I I �T- S.T.INLET 14.35 S.T.OUTLET 13.85 BOTTOM OF S.T. 09.85 ��. o�- FIN.GRADE AT L.P. .. 17.00 TOP OF L.P.DOME 15.50 t L.P.INLET 13.75 # , ! JEST HOLE BOTTOM OFOL.PROUTLET _ 6A5 MADE BY McDONALD GEOSCIENCE N O ��/ -- ► t- _ - µ Dated November 9,2011 LEGEiV "S.T." Septic Tank a a - _. .. . ... _.••_.. "L.P. Leaching Pool ..� =sof +`ft MA • �u� NLV4` YO^;K ,STl'.,4 `' TOWN CODES r 1§ �:tom'.'„I I i�.�. it!i.t�;' .J E AREA IS SERVED WITH PUBLIC WATER BY SCWA. � AS REQUIRE r1 I�IC�iTi(11�IC' rlC / ,- NO PRIVATE WELLS KNOWN TO EXIST WITHIN / •`- ✓ DATE:. P. ' ✓ SQUTNCLD TOWN ZBA ���t u2� f 150'OF SUBJECT PROPERTY. ��yq r11 n " •,,,,..,, I V11I � w,.\u r. a NOTIFY6�D;'°.�� �.ti+n17 .... • `. - ...w , " . }•. � '. .... . 7F5-1802 8 AIiM TO r. r;,., FO 7f pp,I c 1. / ll'9iltil FC)LI.O'1'VIt�G li>",r'"^ `,r' . , y C r',rn t "il' TIr 1 1 �i rmot'". •1N. 1. F011: A. .),q T4vc� ,L-•..4UIFED DDRI _� 'E'D :� - - SILT FENT r-NOTES ' y. '.- :r .vr"'9"Y• �A' FO`s i'O' n�D ., .i�C4--��_��:. + (� Dppp��\t((��/ OR 2. ROL.l7l i ®C V Ut /`1111 V i VI1 t Locate silt fence at-least 10 feet from the toe of steep slopes and nearly level throughout its length. I 4, rii`hiL CGP��TF;!.JCT!JIJ f.i�l >T T Dig a trench approximately 6"deep and 4"wide,or a"V"trench in the line of the fence. j _ LAWFUL ,r., :, - == USE IS UN EE co�,�:-Lr-1-� ra:� c.c�. • WITHOUT CERTIFICATE ALL CCI!S i r UCTICi` ;F',A 1,!- t° :ET Tl Drive posts securely at least 16 Into the ground on the downslope side of the trench.Space posts a , rr'T `' r "- maximum of 10'apart if fence is supported by wire or 6'apart if extra strength fabric is used without _ 1 REQUIrEV,,1-_ S OF TFIE CODE)01 support wire. Adjust spacing so as to place posts at low points along the fence line. R � r� aF aCCUPANC'� YORK STATE. CG,3TNUCTIO'v�`E RLOR FastenI � �' _ support wire fence to upslope side of posts,extending 6"into the trench.Attach continuous length r Fc�O TY t►--t T p t-t�U�>✓ of fabric to upslope side of fence posts.-Avoid joints,particularly at low points in the fence line. Where ...- . .__..:,_..__....__.. ., _. _. . t3 d-5 c9N S Ucw E: c /�wE. -7- joints are necessary,fasten fabric securely to support posts and overlap to the next post. ' t_ �J , Place the fabric in the trench so bottom folds across the bottom of the trench. Place backfill in the trench LECTOR �/s�T>=v I 1/`1/ S t3 1' a` G Ca - `y y over the fabric to the ground line and compact with power tamper. . 711 A. %M ° A, Q �61 Inspect silt fence periodically and after each rainfall event. �` Should fabric tear,decompose or in anyway become ineh-. tive, replace it immediately. 1\ � -Remove-sediment-deposits rom i to Ovide-axle uatr stcfa -volufne-for-the-next-rain event EXISTING BUILDING AREA p . pt It -P+' q 9e ent and to HOUSE 1,023 SQ. FT. \ reduce pressure on the fence. Exercise caution so as m.,to undermine or damage fence during cleanout. PLUMBING ` ` p g g PORCH X153 SQ. FT. ALL PLUMBING WASTE 1 1 STEPS TO GRADE 60 SO.-FT. &WATER LINES P.L G �!/� / A t , r rj l , --- 01 t Remove all fencing materials and unstable sediment dep)sits after the contributing drainage area has been �-�� H V V_-_ G. l/ Nv 'V � 1 \ b \ properly stabilized,inspected,and approved. Gracit a+gid�;tabilize all disturbed areas as shown in the re- GARAGE 506 SQ. FT. TESTING BEFORE COVERiNG \ \ \ vegetation or landscape plan. COTTAGE 132 SQ. FT. 1,874 SQ. FT. \\ '` "Y"�'�P i 11 1 PROPOSED BUILDING AREA �- - t✓x1-�-r%-A � � � - �= �x•I��-rl�� � � 1 \ \ , '� HOUSE WITH G��,o,c, -rD o �>� \ t- ------ --.--..-- . ; \ NOTE: , ATTACHED GARAGE 3,016 SQ. FT. a oc1 t�E ; >✓ i� v r ty rp� ,� i.`v v�v - , - x -�F"tea - �i � ( t � yl � '� • The Contractor is to contact the office of the Totem Engineer at 631-765-1560 at least 48 hours prior ENCLOSED-PORCH 516 SQ. FT. , X >< X p---y �j-^~-�x -- y• �-���Alto the start of any const activity for the purpose of verifying the proper installation of all OPEN PORCH 328 SQ. FT. _ b- re uirgd erosion controls and a full understarvinr' of all SWPPP requirements. Failure to due so -r.0►,.1E_ I ,r Y1=U G IL � -� >�( � .�_ . /� q q STEPS TO GRADE 88 SQ. FT. \ � 11 1 h sY�T�M y y `� will result in an immediate suspension of the t,.,,-_,anti,all requirements are satisfied. 3,948 S(�. FT. IzU '.':G J�1 t„�ve� �I t d Ll T `.- -,c I U -- v '--- �� � �c>I IL. D' 2 4 D' y , W '1./ 4 I d. Plzo r', z ,` /" z \�r;I K' I�.�••r' , ,< `',, - LOT COVERAGE 3G" /Alt 1• ' r��:- �` t.. - ' t• _�' . , rII'-I. t-L . 1L_ �lv•T►LI•rY < Y` LAt1Ti1n1G r� 3 � x' �j I t/ C 1, � I'ST PROPOSED 17.6/0 STvI�Y 'J I- � a o EXI 'f Iti1!r % RE- E-/n..:.^y�-Sinr ttG� u I u) //`tN. G /���aN ��v L J � � '� , � s L- k++��� K 5••F/�G I ISG.�/�P.X> � • �� t LTJ t=X' T i F Lti ti G 1 H GrJ 11 'J � PLUMBER CERTIFICATlOIJ 4'� o r F„_,. rte• �..� t q.4') STORM DRAINAGE CALCULATIONS ' \ 1 N o ► '� 7 ? ������G-r ,tet�� - N ON LEAD CONTENT BEFORE hY CERTIFICATE OF OCCUPANCY I r .,�,�' II �r yr�o�-�- ,�Y- p 4 r o t-A (,t>c7J .�.`%W {'re_'Ge2t.1�iTVG-KIvy q K ✓, ry �_- I /z z sTv r�Y -' , G U t7 « , �r '�• _ ..��E---� Y'�V�l.L l v_.a C� L� 7 ��- �-T I���cr IG -y 1 J/ �`.s �\ `( System A � , SOLDER USED 1N WATER x - L-I � i� .; .:, - �� v�EP4Roof Area 1,442 sq. ft. C4 ` Y SUPPLY SYSTEM CANNOT ° £-x t T+, , �; t 1.4 4 - 2 \a `� '''' L-� G E.i T"s c". `T. K g, 4 o ,, M, ti. 1 fr ?r I sL_ _� ✓ Lam_ .t_ -1�`= _�.. �. , ' _.._.. I , , ,v�� Volume 1,442 x .167 - 40 cu. ft. a, EXCEED 2/10 OF 1%LEAD. �r t•X t��r: `� Y - IC_PIL. = S`>2�x 6 ' r C-_ �L_.t' 1x a r�. � P,��_.� o F:% _I� �la�f�1%1�L> I - ., r , -. ;a, �C I ti�'� art;�/_1 Provide 2-8' dia.x 3'-6" deep storm drainage rings �, / 295 cu. ft. With slab andpiping. _.--.�_x x M 1 ) _ rJ. z 7' v2 Z o'"tv. ,��' s t L--r- 1^-e_ate . �� --_ - ------ _._.� _. 1_ . "' TA.I ! System 11 B N v-t' .. ta?" I ®, - I Roof Area - 1,470 sq. RETAIN STORM WATER RUNOFF 150 , sem -___.__ Volume - 1,470 x .167 . = 245 cu. ft. PURSUANT TO CHAPTER 236 i Provide - 2-8' dia. x 3'-6" deep storm drainage rings • ( 295i,cu. ft. )With slab and piping. •� OF THE TOWN CODE. l�l��'f-�" 8 �}-�o c�` � �-4G� N r.G -- �Y �� U � �.-v��.�-�, z.-.L,.�. .. � System " C " �1;�y' Roof Area 1,248scf. ft. Grl hefore Cr= 1 `' Volume - 1,248 x .167 = 208 cu. ft. is Backfill,til:3 L'�+.u` Engineer's Certification _.. that the drainage has been installed to Code. ►, Provide - 2- 8' di8.'x 3'-6" deep storm drainage rings ( 295 cu. ft. )With'slab.and piping. 1 -To", 11E 'T O Ff 1-I J J U -- - 1I i rR 9 -T- ilia L 4 f J4+i ---cam GAARM A, tiMMu 77-tj I Till Illr�, - '� �.� P.O. 1412 I 5-L 3-F ! l�ltJ c,- T'v, v�-�-- :I • 015244 ,. York : - �, 2"0 S I '7 f l Ute- su 1 �E r, T- 14-(ft Avo. FMIMOD ' ��F �JQIi ph. X31 -7��• 5, fac.. �Y31 - 76S- � a t L."I - 9r 03 2 7-t I .7°�-�/. f"rc+52 �5 G hi of 1 I-7- t � �Il i.� 11'IG-i I Jt✓ TJ. S+G tom)-I 1"/v • 1� z4'I3 ti7,1;:/A Ir NOTE: Contractor to provide and install r/Y"diameter by 10" long (minimum)galvanized anchor bolts for NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED;MUST.BE: NOTE: p CONTRACTOR MUST CONFIRM WiTH OWNER THE EXACT'MANUFACTURER AND SIZE OF ALL • 1' t ,� � '," WALL PIER OR STEEL COLUMN` hrBASEMENT AND/OR CRAWL SPACE AREAS. P.C.foundations or 18" long(minimum) galvanized anchor bolts for C.M.U.foundations with 3 x 3 x /. SUPPORTED WITH SOLID BEARING BELOW WHICH IS.CONTIGUOUS DOWN TO FOUNDATI�7N WINDOWS AND DQORS, PRiOR TO FRAMING ANY ROUGH OPENINGS. - washers and properly sized nuts spaced no greater than 6 0 on center with a minimum penetration of'7 - . -... • _ into concrete or 15" into C.M.U. Anchor bolts to be placed 4" in from face of foundation.wall,..12"-max. --- from comers and 6"min.-12"max.from ends or splices of plates. NOTE: PROVIDE MULTIPLE PLY FLOOR JOISTS (FLUSH GIRDERS) BELOW POINT LOADS FROM FLOOR ABOVE AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED BY FIELD CONDITIONS. -9 �•1'q A'1� Its'- o ' g'�P� �D u t-1 t7aTl vic \ViA�:C- 4N SN>< 1� ' P;G, 35: q" 3=Zt/a., /n IN, y_5l✓L.-NW •I I I =d) '00 I I I x " 4-1. _ `t Y P cJ C.v -r t a t s — — — — - - - - - - — -- — - - — — —, — — — - - —, r- - —t I-- - - - - J L L >� N � vis " 3 P3�- Fs" '4• 7 - 3 I.q g g '1 9 - I I q-7 i p_p" i D'-O X f`'•i• I I - 17 8 '�U`rt`l�.>r55 rI O $ k 1G T'[E�-' - 'O I I -0\�! -C O F' OF - ., �, i'a $�L_a of To -N cA es �rs�� ii.a I t x I _ t Ort IZ >� L4- P.G. -� _F•Ldutz_F�rz;__ _.. .. O 1`14 1 Z"x ZIA P Ci F TeA it . Al � FD U P-t �7is-`C' I ( � - nl , N a V FTG Q-.s" L.dG. _ I•••t Lrw.___ d- N I r '� V N o ; —iL PI= " X N Q x 4„ O � N N ��� N � ; ', .( Zx101r,J• '� , ` �, i LutO II '7.G�. X 4r 2x IOF.J. - 11-..1. S Ta.l Z ll n1 , O.. F J. �, - V OP�NIN4 ld=b� i�-�}�� j :' Q� X I !>"'w N� -� � w IG"" v 1 - i1 `�� Ga I! I f u. -� w '� - - — — - - x L` -� NII `� ( G v N I I -t X. IIII a I +� \1 to - N 14.. 3•-g . , IJ � N I �I F: 1. .k � � cn I Z_ t-4 L_ - Zx,z. L _� to +-- `± 1 I-4 L55-et - I 1j 14 5- Q I 'r1 G x c,t'`1: Po s..r t'1 x .. - ' I I 1 N x 0 of t row-fl�� A G m 8 2-0 �XT�t-1�tCrat-a D� - - '' v Io 00 ty.a� - �� N 1 Q _ - - r O ` - -+ k: N L x v r- `7 x s/=/ti `� J x - V_}' - -♦ 0;�� -' j N _ _ - P T::� 1`4 i�o.T t t-a• �i/�L- �`c' I�a�k- ©f-E- 1 t-4 S - 4 t_dam. 0 7=a' 7=o'" t 7=n tj Ian IL Z a —� � k I 1 x X V X v N II J X G `N q !� I x 2 x A.� Z •N� X _V A _ `� - - — _�` •I-" C:G. /�.P 1?O h-A \S//6 x G I eq \tiy.W, 7— x I I ? rn t� { A ro�I - '"� N •� D -r� r ,� x `� tJ N P G• �vv->'t N 4 _� - P= X �Y� c�� N _ �► 'N .� M - •� o- v 1-t, i 1� - _ Tt�1Pl4�-I _4�r I, ., t2--' .t , n N � � 7;x fi� ha 3 9 Vat' ,� Z' h 9 - 3 _ 'E 9 - 3 3-9�z C. \ \ 3 - x E - I G j 00l N l IJ 1A_0. /n•o. /•�,o. c�% \ j t t to 4 u. t� I _ C•41# �: al —t V � _ I—_� X � �► � N X � � x - - � ����' � � Z � � -r� I 10 N N (,,II -1 Zx�orj V , m p D. ^) ( 2x ,J.� P-o. Z�ccOFJ•� _� i ��- �4=� ,t � _ `L� x 1�4� N, IG"o/v ,NIlo — , ►�„G r >_.�, ori z Tz���t�- -r a 2 t T� T1 •�11 n, x IL X I' 9 m 1G” %G., W _�" ':$` �C7'P ��i'��-��: t'-•��i� _ r - .. �- � S -.r 1 N-nzW LAT 1&7" Tfv'6=-ow t'•-i' � • t. ��/�=�.-i"t O i--t S , - °,}- •V N i nv, �s-1�Iac.0 S V aC'� Ems. 7 ' _, I , x _ N N- N X It- ,t r.l L- 0 � i K: _. ,.rrc' �.� p ►�"' '/ r or ,v 4 h=G_ A F - ( `0 rev u t✓�E, r=. u, � X.=T1-YW ice• mus}>c.�.a�� vH��,-r+a rNi?`rvY_S" _ t7 J. G `I a`i 1 1 v i Q I N Q I _ - - - ! _ - • .,.-. '-wvrx.�.:,.:.-��•"'ry-..x"f`d.. �-. . 1 ds",�1' GO f.•1 G. F►c-�.�to � `, S"h f G' P.G. 1"1 E_{Z 'r�('��"'P 1 G tz- � — — • W 4 e� Xo;,] :�� 14 LDG.q PG• 1"rte iT°-�P FLI t7•f'r-i `N I �I _ �' -o N ,� J '.".5.1 t-t. v F,.i Sil.._l., 5 ha.� �.;•.r ] ,: ., ,::.�: t-��/�► O t--t S ,� _ - .. .1111 '�..:c'�-,fin 1-r�_�F-+I��-•>/ � `�` '�j< - ' ; ``""�'�"-�•�' , COLUMN AND FOOTING SCHEDULE • \ SYMBOL COLUMN TOP BOTTOM FOOTING t%Amp. X. t` - ' I I I ' all �• I .. gA� x • . .SIZE PLATE PLATE SIZE _ 4"dia. 5"x 22"X 3/8" w/vert �� Zt. ` -' A conc.filled 8"x8"x3/8 @ 45 angle 8"x-8"x 318",, - - 32"x 32"12" - q•Z P.-i ,c I;o"-'--,� 1 �...I,o• -�"oo-i''11••.t 4 ��Y. 3`-.4".,• .. t.rnc �r.t�rr_1��. ). Lally reinforcing fate /,n p-p.G-I-�.p P.os e :_;�,.•: 4"dia. 5"x 14"x 1/4"wl vert , ?Y _ - - - Z 5 '=s} r 2-:g Conc.filled 4"x4"x1/4" @ 45 angle 6"x 6"x 1/4" 24"x 24"x.12" P , Jam- , �• (o i�, Z-g '< 01 reinforcinglate Y Lail 4"dia. •.�• • •'a'� C Conc.filled 5"x 6"x 1/4" 6"x 6"x 1/4" 16"x 16"x 12" i Lally A... . .. • • yr ,' ` ". .,��f•. FOUNDATION :NOTES NEW INTERCONNECTED FIRE DETECTION DEVICE 1. All footings shall bear upon undisturbed soil having an assumed bearing copacity-of Alwo p.s.f. tearing capacity - WITH AUDIBLE ALARM INSTALLED AS PER CODE of soli is to be verified by the-contractor4mior to placement of footings. 2. .The Contractor is to verify all field conditions prior to beginning'of construction aril Is to report any and an discrepancies to the Architect Immediately. 3. All construction must comply with all'national,Mate and local codes,latest editions. 4. All concrete construction must conform to the American Concrete Institute's "BUILDING CODE REQUIRkMENTS REINFORCED N ACI 31 , test edition. 'Ar-.45W n-_ Gi�K .'PC-Y\�/�1i.7S�. .. _' . - - __ - _..- ��� � �� FOR NFORC CR - a hall conform with"NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS'la u-T� fG wi -r- • edition. GxG Tr 'E.,�.T�t� TYr-'I Gh.•.t,.. /i.•-r `- - =H 5 AN masonry works " Tl0 DARD " dist - i s Td s-T t�OYG FF P e-dq 4' 6. .The ultimate compressive strength of concrete at 28 days will be: C<1 �n a� Foundation'8.Footings S,060 p.3.. Floors 8, Slabs - 2,50 p's i ---- -•_-��"cTT�P` .� - 1=11.1.-S7�G1�•1F-1tq --.:..--- . .. - - - ,✓ Til r-l. Gt�/i T7 f✓- //LAT'L" A'v T All concrete stabs will have expansion and control joints as'tequired. ,. d by,10"long(mInimum)galvanized anchor bolts'tur,P.C.'foundations,.: "y,.;'-� 3 _�Y�,�i, -_�.�------.. • � .,� ,. ��c,a.'T�'G.-iZ!.h>C.•ia.�._. . - $. .,Altfoundatiorvvallsmusthave'✓,"diameter �y O t --- \ '� 4 T i✓ Yom._ -: - or 18"long minimum)galvanited anchor bolts for C.M.U.foundations with 3"x 3"x Y."washers and property • ,•., - A f«--' _ `� d '�, . '� - • `- �c� -- --:--._ sized num spaced no greater tluan 6.0"on center with a minimum penetration of?"foto concrete or 16"into C.M.U. Anchor bolts to be Iacaxl 4"in from face of foundation wall,12"max from comers and 6"min-12"max. 'v a h..:►:�..►-\4 tom- from ends or splices of plates. _•E" T Gt_/� �`� - -.- �' TG: YhiJ_Ut-t{�JS.Tt Jl} r , a _ NOTE: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE:WATERPROOFING -. 8. must hav prolpe post anchors'Z-MW an bedded 10 ( Tn ltrn)into. . . G+c.!-._tG►: '1:T.- -✓.":�.Y�.l'�,-...�ITz. �YA..6:.`..:9Fi_S.c-fG.'..=:- . .' SYSTEM INSTALLED AS MANUFACTURED B , D AL. concrete footing , ,.. PP • LE EQUAL.Y GRACE LIS OR ROVE Q . ._ _ .. .. "GRACE", " All post footings m have'proper coated and m In I 5._' ___ .• . ,. _ .Gi�•.d-G'E.-. ^ ./ B< trAT"Cf.GE"7 i 0 f�4v'-r-I1-••14 5ll +✓ GrlRn�-2 . ri. CGY'(?:f i = /nEc�ED �. ` TITLE tlf - - •a= e:b' t�,e.`�I:=t .�. c - .'�_°�''1 ��Cl--l:_� �- --- ��G SrR FoVIM1 Q 1J B.•-' ra.TtzGARRETT A. STRAIiiG �,� �. -' + ; <, - • •', .t_ tE:. u F rZ -- • ; •. `` 1�4. rtss v.�—. ���: �'� o:?eI LOCATION U �'$ 1� .:_�:•T., . .� � `�. . \ � � . . �� . .,.. . _ . . _�� -� � architectY � . L,.-A.LJ 12r Ir L..-•- 111-1 E:-\%/ SCJ' 97- SCALE SCALE (REVISED. DRAWING NO. 412 A6 W tv rF,v 1230 Traveler Street, - 015244 � 3 r eet, PIO.Box 1 DATE -�' Z`+-c� r�� -v. . —r'A 1 4 \sr�rF I yon Southold, New York 11971 L_ 1 /Z ,: i _p _ -765 .� , ., OF NE`s -� ..I '� ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY architect@quixnet.net PROJECT NO. ' - - _ _ t � sol I vF ry !VOTE: NOTE: NOTE: NOTE: INTERIOR WALLS OF ALL BEDROOMS, BATH AND POWDER ROOMS SHALL RECEIVE 3-1i2 EVERY ROOF FRAMING MEMBER MUST.HAVE A NIGH MND:l2ESlTANTMECHANICAL 1 CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND QOORS, CONTRACTOR IS TO SUPPLY AND INSTALL,AT ALL OPENINGS OF THE BUILDING,SELFR `: UNPAGED SOUND DEADENING INSULATION. ENTIRE FIRST FLOOR CEILING SHALL HAVE X1/2" CONNECTION MADE TO THE SUFPORTLNG TOP PLATE OR`GI E ADHERED WINDOW AND DOOR�FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION RD RAS PER CODE:" PRIOR TO FRAMING ANY ROUGH OPENINGS. UNFACED SOUND DEADENING INSULATION. CoNN�CTORSiYIUST BE.GIALVANIZED OR STAINLESS STEEI.AS MANUFACTURED BY PRODUCTS. INSTALLATION IS TO BE iN ACCORDANCE WITH MANUFACTURERS "81MPSON STRONG'TIE' SIZED AND INSTALLED IN ACC�C1RE ANCM N11TH ACT MANUFACTURERS'.' BY, ER8 SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. . SPECIFICATIONS. A � � A-`I A-9 A-(o I I I 35 , 'r , N . 1 4 � u r .. r •♦ r 1 // , 3 , rr , /I , •/ , rt r u I N r u I n- q 3- 2/s 2-G 3-S/c - 2-$ S` 8 Z•ri 4 - O 2- E+ � 25- 4 2 _rn Q•O• Iz.O. fZ,O. R•D. �.� k;0. �.� 1z.o, fz,p ,� x la II - .4 X4 V " V ' I TWZ7101 - (,I-ot¢ - AZI Zx Lit z-ZX I 2 1 ,4 -Lx8 , 7- I I V I 2-7-XO 2-yxb z-Lxg $ _ - fai� 'N Rk��- - - - - — - - -� N I � - - r(1 M � -0 1 8'-O �- ( 0' 4 r 1 ' , „ 1 ' 4" ' I \,� J. <ix 6 O (✓ CL 2-0 7 4 I - z 68 I Z .. % - 7 X r.¢ - '-_ "- 14f) .I , xx x �4 -� J 1 y I N A 3 N V r/x 1 1'/4 'PA.r-A-Lt_,6.It- N Q '� a 4-„ j,_ Zrr 1 I5�-v - �C 1 1'/4 f'AQ`/s•.t /. F. z-LKb z-z,,0 Z- 43 i e. F-# 0-Pt B "T t � '%t �40 % � t cA p`= tL � v � � � zd� --- �' � 6x6 .• I In i i °� I "�y -� 0 `Q J I { -F(1 11? N 'a N `00 '� ;8 N I4 ti) 3-Z�c 1 Z 2-z me 17— F 6r,::k N :� Q N �{ t} N 2-2 8 i 8 2 5� -'l'il ><G ♦ (r, ,� 2 x x - _ la ' G•J- ~ !o"rFiy -� I (�\VZ10�L { 4><$ -F'- 19-DToO1Glr�-t�G..ty xb w > N rat 4x� 1 t 1- 7 N 3-p 3 -O• -2��t G 4 v rJ 3' •• rl A�ar�.!6;/:7/L' ✓�'Z -Z x 1 L- ` v~ . .+ 'ap N _ r<1 4 O t� Q 2-L X8 2-Z '� 8 A-1 D - - 1, «. 3^2. -- ,�' - I I I i r.>� Z=ZxrZ- 3'� ' 4�lo j I k, p � � ,0 7, o Z`♦.� = A 4 !�F"1��, Ga� ,r,p.- i 4x � 4 zx IZ_ F. .I '� % O PE-1- ,G'C� - I - -- q o $u 9 0 8 1 e Fly -� L - � `�5 1'I✓7/� s Z / 3t rY_ 17- � fr - k - - . 1"A-i /i._i�.;re; tom_-_.._. x 8 �7"' I G 'yam �/ =p N Z x f L 1~.,J. G 1>�P. ..r<.-- �' 11 31e-x1.111-_Y/►-rc�,t-L/+/i. 3/e 1 /4• r^-M lL.l./s_/1 3/z x 11/4 - 0 -Q b- 9 I'� 1 z•• /v Ill .! _ ZA G d N z.. �.T iz-O H _ �1 �4 n, w 3 G Z ' 3-Z t ►2 " -. _. 6- 154 51 X0. r I 1 1 I A- -� i 8 �• _ j .r , \ f%r8 O U1 z-4 9 - 3 -gyp _r 4. �.p• 2.O• "�•o• - J � 0 � Ok �` -rd o J 3-zx1Z. '% 20%Z'*'m Ot'4rIz-- v ZxG r G"i .�/ r-cfv✓sem s ��rltt._►c9 —�� ►- p�.Tl�¢ .---:_.__: -: `. --- ♦ - 1- •� sTuv - s� I `'YrrG3a A- /�- fz-L 1 V_IP: S1TT .lrfc.eLK,"(F.:!4 A•3r ��sc.' _._ — O � � � _��1 T tom' V►rf C... - JI-.1 3%4 Y J Vz'wll-t.. - _` 1 ` �� '•t V V11 Q• Qid.l�•/i•:L": i I 3'/�x 1 I i4 �a��.L.��,��. x N N 1 -] Tb f S T4. TJ( - c2 P d cL IL :� {% ;` y x r z P.,J, I I P, D. i r :�,1Oi Gvx TL.Y\v77. -SutP'. JJc- o..T �n..-•r-lu�..t A•s -1/$.••G.Y•P, '�•i�' s.'N L,aG 1�. I L. II• N �M Gt_uc.n sr hl/ 11.:.E..T7 To �-.c JN t��-r►.wl..+�s � r �LJ ' •- J d 1 S T4 t 6"rtl C�� t_ 1 G+ - III-+� T r.$ti�i T� y� v r I c. ,r. u v T c� V1 a N . T.._I..•Y,- a/d.91? •:j N'F .Il�T Yl9 1.1 4 _ lrl.k. Ft-dd V- A•6i le�-g� `��Y l°' t'G�1t:.� tV 2x4GJ' 'Q 1� — iN Z- 8 a.-r: ^�It-l- �� >%j l•' -f"E�.-ATC.t�• GILp�s„rrG-_. Y1.-Yw'17 �u»P-1.�.9.9t�- ` � _ _ ,--,I G•.L. d-"rzinTr v I� (¢+>= A s P.t rz rtit) Ta{ V.:_ �+LtJU.P . V 1 �A.II. I7 'T"Y! SZ✓rdi4Lf G �.fs . PSc- -- ----- 4 '� N r Srt1 .\ Q Y/l/S-,d !.. .Lam/.— ,,'��.• tL`Y•'14FTa 6wG: _IL-A tO,y.T '1°r l � .r aat5•'-C' . - -,/z`.vi14..s. _ I TI V-1 0 14 -✓wta.l4:s�: �t P.7. -rrr�re-n x6 A.I-I G H.P�- >no L-TS .�� G Z 7 IE.{�- TO P-GG tL t•T - _ i .. J D(rS T' -.."_:.Yv P:..v"-'1a-'.l7 ` ' N PL d1 rf1 a V s }:G. t_. b .ter•-t vr-v¢_ ,=r14 - 2-Z)4S Z•zK$ 2-2x8- 2-Lx S, 2-LreB ` yt1 -1 Z-Zxrz, c •..'S%.K. .�' Z" Z++ �.Tr iJ•11..L.. ,.v'i-..1 j% I .- - - ..SZ-• \f -a .T•-Y �v.r-r �ILc-..gc-a-` d + r_Vc/ntTr< I u �l I I I fiW2lo5Z 1� aN c rcTrtivt`v 51=i1E-1_tW/ 1/2" 11N r .y � >-Jo•y-1,., . � �,��.�— � Vii• '('\yZtoSZI foXl� -f\vzlosz � 8 Ger. 6x � T\vz6SL I I I > •' - / a+.c at.o r� Two`.-'r-� . .�, _ T.G. tr---U A..T10N -'•.n Q� ... -._ ---- -_.:.: :''c';. � W/\t-t. -.fir.-1. rte---.._ .'•-•,• rfl< s ..�; r �4 — T. v T,►..+4 � ..• \ \ T.pr9 TTr+© T.� �ar �Cr /Acs/Z:- -tY•G. �LL_t"= .911 V,ll7r7� :ti: 11J-rG.1-IT►Y7-Td . GL�I "T I I 'f7ti./T�P+✓.!f"t.-.i4 IN 'T!K ,.1; / .. q �` -6••`G .t r�-. r. --i-. S' G 8 8 3 -Z 3-o z 5' 3 2- 1-'7 r G. :rau cin,-r�.a_1-a_ Fi'_O�� Z�r; G,I `- "G.6..liEi -rJ/2/ a 1•-.9A.'� \11/1, ""L—.'71�Y�:.TZ.-= r..',^ r / c oc QST U /Z. ¢t;.+Yt'f.-1 G - '• ..---'----- - ' NEW INTERCONNECTED FIRE DETECTION DEVICE ; WITH AUDIBLE ALARM INSTALLED AS PER CODE G i.(`T'lam•/�,...�i-T'cJ"�-- . /n u S"C-: ti/ L 1�"'�(' IflIv ., rz®rte - _._ _._._._._._ .t�A I/\ 1►--1 5 _T�GJ_U Gr 1 d I-ell-t 1 I�.i G'i S GAL_V. TWtLE.ACEfl • � G .��L. C - 1 / 4 NOTE::-ALi.P05T3 SHOWN ON THE DRAIWING OR OTHEI7WtE REtU1RE0,MUSt BE HP �G Ldt.0/rift - Grf•/ r/ G<urE¢- revSUPPORTED WITH SOLID BEARING BELOW�:WHICH IS CONTIdUOUS bdWN TO FOtiNDA#'IdN WALL .PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE;AREAS " •' ' r • G 11�CiE-1L. ... .. . . : ., ,.., NOTE: .... .. PROVIDE MULTIPLE PLY FLOOR JOISTS(FLUSH-GIRDERS) BELOW POINT LOADS FROM FLOOR ABOVE AS SHOWN ON THE DRAWINGS ANDIOR AS OTHERWISW REQUIRED BY FIELD - CONDITIONS. 4' i` :, / s''t"r 2 y --- TLE E-- yam.. FOJY1NL. ."•' '-•rw ! \v� 1/Z•. ...I•-L-\/. <yC? F S.0_4T GARRETT A STRAIiIG r•f f-r oma-�. ,6�Y �,�..��; 2 H VU;�i-1J "�- 1 G o LOCATION ' i$' 317 'p�jC'it�'sj 1 G 1*7A-'r' architect �oV1 �.- SCALE REVISED DRAWING NO. n AS Ne9TI,P-- .. 1230 Traveler Street, P.O.Box 1412 - �=z�= DATE s 015244 Southold, New York 11971 -1 Z-.� _ rQ h. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY l - ��x/';F I1_Qk q,.2 £n nc\+ P architect@quixnet.net PROJECT NO. g F TE: -NOTE: NO NOTE: NOTE: _:_ _ .,CONTRACTOR IS TO SUPPLY•AND INSTALL,AT ALL OPENINGS OF TH6,-BUIL-DING,SELF.; ,-- INTERIOR WALLS OF ALL BEDROOMS, BATH AND POWDER ROOMS SHALL RECEIVE 3-112" E1�ERY ROOF FRAMING MEMBER MUST HAVE A HIGH VWND RESIStTANTMECHAN"CAL CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, ...."ADHERED WINDOW AND DOOR'FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION UNFACED SOUND DEADENING INSULATION. ENTIRE FIRST FLOOR CEILING SHALL HAVE 5-112" • CONNECTION MADE TO,;THE SUPPORTING TOP PLATE OR GIRDEt AS PER` •CODE. PRIOR TO FRAMING ANY ROUGH OPENINGS. PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS '" UNFACED SOUND DEADENING INSULATION. CONNECTORS-MUST BE GALVANIZED OR STAINLESS STEEL,AS MANUFACTURED BY SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. . 'SIMPSON STRONG TIE"SIZED'AND INSTALLED IN ACCO'RDANCEyWrI7H MANUFACTURERS SPECIFICATIONS, i A A-9 A-1 A-10 14.4- -�,• 7 - eo 7- 9 1 7 - L 40=0 ' 1-z 2-8z-8I-z/z I-zh Z-S `� 2'-S t=�%z" I -II/ 3-5/z I-11/+ Z-Z 3- 2. S - 4 3 -Z 5= G Zb 8 -10 3 -Z !o - D It 'fwzg4Z TWz�4Z �Y264Z Y�VzG.fZ I AX 351 ! : w 3o.Mol Gx6 1'Cw 30401 � 't�VzGs� I � �T\\/3o4ID1 -�le _ _ 6�L — 3-Zx8 3-Zx8 Z-Zx8 2-Zx�i 2-ZxG -LxG rr 2 LtG. / _ Q G•� G. 7, o G„ If 0 s x � N �. J. 4'- v s''IC N E "Walt 5-o" K N E la- Wi,L-t. x V '.$_K(�I;1c-wry 4 x _ 0 O �� x z x c o�_ _ A ! .- `'rL.dt"�f7.GLGs. - N Ix No ��c_o��� crc.. •I N 5'/4 xil%STiLZA.Lf,is✓n F;.G. IG" /G< '� - .� � v 7 , ✓ 4„ _ 0 — - - - - - - i - - - - - 0 \- -- - I 0 � U � I - -- - - - 6 '.r 2x 10G.J, 14" x a % `c(I J z I -� 4'N.1 1.4 Q-r►-t:_ 1 > til S` o ,� �a o- r��T. + d. N N 2 G ' N1 N `(n x V •' V b s`P• Y�c.✓A.: F N s 2 2sc4 I 0 N � _ _ Jaz"axb `i- N M P► N ` N V too i 2' 2x8 +GS 2-zxG t ZrG v ' zX 1a G.J. V N iV °� `N /ti IQ ly4— N N No I G"o/c '- tv lout I A\Vz51 I IAWz5'I I ( `\ i.4. -� _ 4Y4. _ _IItX�t.F h"r. 1 , .. �� _x._14. --- '^ -4" ..N _.G''`—. ,�42 31b Gg 8 10 •¢ - -, N V — — — — — —I 1 — — — -- - — . -- " �v z•zx 4' 4xG 4• _ 4" ' ' - ;0 ' 6,.a" KN wL.l-tom .v R.o. ° r N 2 eis MND 6jii N " V P r :V S=1J"° KNGE'V/�t�C� �� �� G- 10,E \ ` N 0' 16 IN `, I X41 2-' - Ce, - .4 (� 17' 0G A -�; o j -.—dr— A/6\ N . /",. — . — \ . -I r _ ----- , 4n ,�" z 6 14�-G�� �9 °� 0 0 Q A-to Gz-zN9 � - zKa Z.tXs .� 4`-d" � -A1 QI a x u0 S,o.. � , � � —a t7ol �• - In Z x O G•J. /1?-r// /LCi ► Q. ,,,4 Z x o G•J-T N rr d` OVA 20TO T�✓ZG3G TtVZL'S(e OVL-Z'1 0 K f O G.J. 7477 , eL r 4 m , •� , �e„ , :.._ .t:ss..¢y... .-r-�.r� . GxG 2-2,cG I _ _""t'F•s rs-:�:_oc�r�-- ,fit - Id lite x x t`❑� t _.O%+%-14 r%,V,�L-1--A A- F. G• ; 2-z ±ZZ--L-o Z-e z-8 2-o z=o/= Z-z tz.d- K. -Fir..0. 3'�Z rc 1 !%L YA A�..G,rti� N 3!"rxm� N� 1- •}x4 2- zx& A K4 40 a0 o Ali-11E * N •m N _t l , Cal � � I aI N Ax4- 2.7-x60, en of p d tf1 - to 01 W � �4 x`t l4 TA,.l-,d,%- //l.�<G�, 0 —i'" 5'%i x .)4 P/ti>� a'L L.e../A IL ZA 10 Cl. 6 A"i A-1 M 1 o N r_ 3r-ON ' G 4 _ yz x 114 'j 2-i x6► 1'�-fta�c.i./n L-LI�4 4x G Itw3o4�oI Gx4 (Trv3o'Nol 1T1vZ6361 �^C�V3D4f0 � _ I _b I 3-Z 5- O -2 4-O Z-8 15'-� !o 8-Z 2-D 2G - 10 3 4y pis? = I v'� G;�N 'i'1 : `.G`f" .�-_ //`U 5`1". V E-17-l�'Y /A r-�. �.3�/�..iCi .__.4-{_�..1 �+t-11477.-. 4 m� o•, -�G�otz�s :.�T:In;a:,s:�. :1=1 o u=�>�.- .`�r��r�..�-- __ NEW INTERCONNECTED FIRE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLED AS PER CODE 62 NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE.REQUIRED,MUST BE SUPPORTED WITH SOLID BEARIW6 BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. NOTE: _ PROVIDE MULTIPLE PLY FLOOR JOISTS (FLUSH GIRDERS)'BELOW POINT LOADS FROWFLOOR -ABOVE AS-SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED ISY FIEL•fl-,.;' CONDITIONS. - . TITLE ' '�!.J' L���/ Nov ri g 1� /W G � AR,,y f GARRETT A. TRANG ST QRZ 9ti K 8S3O pGc7 tai G Y 'f�1. 'V LOCATION 1 - architect L A U 1Z►E-It&.- z 1-41✓\�/ �'{z9 tz y - ,..r � SCALE REVISED DRAWING NO. " e 1230 Traveler Street, P.O.Box 1412 '�`� iJ0-tEt� a .u_ Eo tom.:tst.r� - ' Southold New York 11971 DATE �.Z__ Z. .. �,�. _ _ Id:{_. sTgT�01524 ��u1 h. 631 - 765 - 5455, fx. 631 - 765 - 5490 A- 3A DRAWN BY O F INO P 5 ' architect@quixnet.net PROJECT NO. 1► : 01 � of ID NOTE: ser sECTlorl v't»w cRoss s>&cTtoiv :' ... 'GENERAL. NOTES: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WINO RESISTANT MECHANICAL _ v CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. brtttaeto6 work N to conform to-all local ordinances and WI Buliding and energy Conesmadon PRIOR TO FRAMING ANY ROUGH OPENINGS. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY taldst eettian(si. - "81MP80N STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 1 NOTE: ?.: ";'11611 9saf� sk Plumbing and HVAq work shall ve governed by all National, State and Local Cabs, CONTRACTOR IS TO SUPPLY AND INSTALL,AT ALLOP'ENiNDS OF THE BUILDING,SELF <: I N A r, ; R' � 4)' ADHERED WINDOW AND DOOR FLASHINGS:AS MANUFACTURED�3Y GRACE CONSTRUdtION I., 41 3• `' 2 AW to supply llrs dsactkrra devices or+' levels as `per code and carbon PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS -del p�I County 8ani~,iry Code"87> I021" SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. . «� �, r . . 4. ,. of water lines are to be made with ise five solder as approved-by Suffopt _. ;. • ippotbilent aompl�n ' y x, of Wee with certificate of ce pravldtd upon cornptsdora. . -tt % s tt and tube to be with"scald 4 - 0 rw1T t2r "M.3 •', G(3A,a'd'/E gym. ri. G : . -•-• ,a. •s)shah verNy�.Heid oornlldons and dimensions I will be respraraNite for same. 11nI! I ► '/r Z z x G H V>z , .` t• Y { Isla sfra111 bid rpsp�ortsd to Iter►Archhect Marnediaaty. 1 2- 1 I - S cF • 1` ,� . 4r41 5,-6%4 , " 3/ CA1.E I SECTIONS 7• trs cooperate with all ocher trades and wit! collplplsts work In accordance with best I 2- 8 3-o�a Z-B t S - 4 - ATO aCALs a � pt•actices. � 1 O O � r tl. dlwaertstoua ars nomlgar end'eke precedence over scale. AIl�bbrwatbns ars staufard:`• ' si. ill work ori tfae drlrNgs nf+w,unless offaeq�rire nod. II NAILING SCHED LES ' HIGH, ND ZONE CONNECTORS F1l=DULE - �. s w NT DESCRIPTION . NUMB NAIL SPACING ' I _10• names k�items of work are used vok to Abe standards o1 construction. I 1 GxG .�i 1 twz�3ta i I ,�3 I I I rwz�3i o I �' i i, NAILS N- 11 R/ alt V �► _ unless '. MODEL' k9�!►TERIALa'Fl x of. rbrrrltted to the Architect for eebsideratbn noted atfherwNr• Gx(o GK G ROOF FRAMING '' r P _ '. A M. 11. �►o0d`8ame shale seldom to do American 8 Papa Association "WOOD T 1L g '-p" -fai�d�Ta� }4�' �-u'(, ^< 1 ! _ 4-sd E E ER�tID(iE LS A21 AL 8 1YEJUN311L" HI@H WiNb,alert ; 0 1-D 9`-O'• V 1"A of 'd y* a, 1 Z•4AXCOATf:D �;.;a Q - id ; R JOIST 1 12. jW, rreelebmt stolon al-meW Qonnections shown oo-the drawings, or reQuNed by code.;: �. H > L\ nailed 4-1 r* H LAp yVD ti. t4 loof tP�s foar ivh'ars.b bs manul�s�by Strong-TN"and be,"$,-x" ffrm OVER P neWd 4-1id H LAP Z MAX COATED � "Connectors witriefi neer, on or below grails fabrteatsal.Qf 318 sts less , 0 2?c$ �/� 1 !s" G. + i-10d ir,, C `r I- Hlot < 4M RAFIVR 00 1.4d Aa? 9ACH END 7 lid �, H END tib'. H 1" . Z4KU COATED 13. `*sawing m01,14 rl , � p have an allowable extreme Ther stress equal to or greater'then t �\ I J LZ'T" I WALL FRA :wF' H a t rd craft Dougtali 1J d 1 t'ti"� I ' ,i• e ,axe°.: ¢I- ••, •' b G- _` 1 t-1 R F 81 TQ1'tID,. f I Z•MAX COATED '_ Fb n 075 221 „1A psi �•••. OF Q \ _ -1id 24"ox. O 8 M AL '{ i' i .� _ 1 k Zx17- 1E(17,::r t. x G - /�,., �� - 1.1sd is"o.e.ALONG E ! COATED. '�4• f trotted wood wNlrrtbas shah haw in d extrans fiber striae to or U1 Ai d d, G G�rG- 8 end na sd PER 2X4 °� Y X D• I> ttruetgral grsadir �Yetlow Pale-. k +alder! _ X �/` /` 5 ♦ "� 9-1id u; PER 2Xi 8 ,TO y�, -SIM E MST 16:0A IE 'ser:V fdpMl "'T'-"' . . YBAtM, PLATE I y,..G..,i ,, -T.- i NV h p k Q ` % , 2-1 id �,f a.. PER FOOT ,'.' ZIAX COATED . .�. > Fb ttTii Do{; liar■. Iasi E=1 AOO.th!�0 owd £. f /j 8 M Q ~ - E Jfis Zf 1a - 11E 8 Q .�. _ x LL N �} FRAMING BEA LAND MILL .. - _ 15. Y L " andfor"Paraitan" headers and girder:as wall`. "TJt"jolter and beams an to b. H O N- }A V,I YJ� TD t G N QPLATEootAORDR a►e 4- PER JOKY Q / - _ !, 2-id EACH END 84AAPSONa Z�#@I1X COATED ,and msnufaCluAd,:»>fy iIf.EYt by WEYLt�HAEUSE wast be M accordance -Id CH END -TIE H 10 i GIA METhL Ht1 ., ngaacftrrer's tpecif Icalloras. , Ak TO BILL OR 3-'16d s'. EACH BJOiSTK * I Z-MAX COATED 16. ual a♦ f.an law leelis�d Item s / c "f, l �/ dra wings,'as well as hurtait�fn" SIM TI MTS 14. 14 METAL -�` i 5 A t✓ t���t✓T' A d I Jo 3-w �+ PER JOISTe -10-el P�d.TE- t-l"1' ( ? rale! 16d r PER JOIaT ' Z-MAX COATED ' D IJ, 2-1 PER �'��. in ba R J018T1re>M titroorn are"il•lowtubs are to be doubled. O 81 P� NGL- BC82-214 1 T CAP _ e Z sHEATHING , CDN �` I i8 '� below all bearing and ions are be dolled uMess otherwise noted on the Z41AX COATED b '� P�tit• � r 1a ac ad s" " IN HELD 8 8C4s 1 METAL POST CAP 7V ILIx 7 ,` . c sd• s" EDGIER " FIELD, lana .. CFt `;' -i9. AN headers and/or trftry 'rs around alt f,uor and roof nt to an s ht frame 4' OR ail i Z-MAi(COATED openings. Provide crossover venting M I 1 = r 3'-O ./ k, ,-.,,, \`� �_41 -1 (lade; D sHEA 11 6 IN r�LD ' adjacent Y It �N NSEARING u " m TO ROD a 20. hevfdf svad bloeking oa as 7 :: WALL SHEATHING }. COUPLER NUT,ALL ZAAX joist ns M excess of ti'-'0",unless noted otherwise on drawings.. sarllPaoN anto�ac;-T sTRR �� ' s: 21. All#readM Old girders are to bow on a inini„Gem of 2-2x4 or 2- 2x6 jack studs with dodble floor � I6R N 2BGs �_ S C L8 1n ' 4 IN FIELD 1* d ♦ '0 - A 0 s n" 2"I D>4' O 1 M j below,unless noted atMsrwh�on drewiny:. � � pI f''t1z•is`:'_Z�.�.mss: � ., d � �. SHEATIONt3 w�. + Z-ifiAX COATED r ,,, r � `N >[ L 4� -N 1« W, `" " TO I 22, "Are code gy rd on catling of meChankal equipment areas O% N _ 1 ? W {L,v. �1_•rc c� dJ N , , N .. 12 IN LD 2•► • GALV. equ pme basement ss aril , tv L M 1 _, �' BOLTe;:NUl11 a WASHERS tM�walls and Nerrnrtts of garage areas as required by cod.. N DECK WAPSON a F PBS sal 1 ,42 8 23. SSS' moisture reser,gypsum boaru on walls-.apd comitys of bathrooms. Provide Y.w } } , BASE,8TAlNLE88 STEEL r• « « AtYO"or DI1R>�IhOCK on at!walla:of tub and shower ares. r` _ 24. AN`flrsetopngc shag be of an approved non-.vmbusttltie rtfwtert�i and Installed in accoMance with ble h!d_t�1 t V S D V-.6,C., '2a. MfaN irrsuletion sfaaN Irsa�Yif ,�-21 with ver ��►�- r G X� G XL '� GXG Gx ) poC starrier facing warm side of J � htsulatton sMNI be a mirtirrtum'of t R-30)or IR-38)wltll vapor banter facing warm"of, '� K� 1''v�Y - .:.6sssm•nt cs41n9)nsWsHgt shall be a minimum of(R-21)with vapor barrier facing warm I = S., 1"4-/`•'t'� H Y. P. • ktbMor wales of all bedroom, beth and powder rooms shall receive 3.112"urrfaced djM%nirtg Insulation. 26. Contractor to provide one lays t�building paper bet�i"n sub and finish floors or undeffe �Q > `' q f'� wltla all j011tb stagQiied at,tciropggy secured 27, AN°wlri ws art! doors to bis 1114M ded, "Low E", high ce impact N wind ratio -hardoit Coasts) [ resistant glass, with s,aiimate Is to be used on daft windows noel doors. •Co (� d operating pgrade and sta�s steel hardware suitable for a Q Z - 4 °� aJ x > h 4' 4 AMsh,odbr and msnufactu�rer veldt Owner prig to placing ordej. ntnrtctor is to confirm operation, style, _ G A\,r�F.' , r0 N N < 28. AN wl ♦ x RdoM►s ar+d anterior door have aluminum or wood drip caps and faehMg. -z A 17- V-1 7__4 t--_'", �x� N - Gx6 d� - - 7,9,.., Ali 'llardwsro, buts.apd doorsteps to be solid brash. Entry, lock 3 latchaets are to be Esmtek, N V --. _ N (� / xL "� A or t3 serles or "%*1. 3fjtle end finish on directed by,.Q+frSra. �, �- 30. ' A!t bMaetry, eourttere, s .x ,tr and crtser�lir,< to be given an I wance with style and,finish-as x 7 2x 8 Piz ( L !( - by Owner. ,� I r V O Co�i�ractor to provide prehbrifftMt•d cfoset systems stall closets. Layout as directed by Owner. '31. fill -3 r `1 1 I` I 32. Coi.kraetor to provide and-kneW till krterfor a:,c1 exterior trims as called for on the dmwkvp or as o�directed by the OWftr.f E- Hr T13. to�arovide and allditirrors,n,'xiiGns caWnets3fd shower entlosuree/doore ait'per Z- Z xG t Gx6 34- AN Gdettk stair stringers to be-3 x 12 pressure treated krMber rabbeted or sawtooth to accommodate h 31 •t•�rc3fo I trsids and s specif Catlorm. All "Ids to be off a m arialFel MW bnce ey the awry and In Installed and ep"od M accordaiea with r �u% turer`a sp Mcations. Provide 3'-0" nigh min.raNinge as required by coda or as w ,p,� .. 15. C0024' gr is to clean all doairand window lass,as well as Wave r to tflnif e gale floors,water and cNlfrtgstree'of l orrtpletion. o , '1' pa Owrwe or as�directud by Owner" refers to Ken or Kathleen Now t .o R•O. 3s. Ara rNihnce b"as " 18 - I I%z" t 2-1 ig- I I/z./ 2-Z>e G f4pL. I • r ENERGY CONSERVATION NOTES NEW INTERCONNECTED FIRE DETECTION DEVICE �, resldatc•hes 1»eit'desiphed for and meets all the of Chapter 13 of WITH AUDIBLE ALARM INSTALLED AS PER CODE :, 2010&riiOW Coda of New York State,ChepW 11 of the 2010 Residentla!Mode of . York>I�e Mfd'Chapaer 4 of the 2010 i:CCCNY8. ' Si of Otarle,,,r► Area of{et* in mg.IL: " f.A g ...,• Aha of eldewall in sq.ft. 6,770 b. 2 doors with gt Wn and windows,to have insrdatsd Steres,tta•rrraal break,vwather- I and be a-Fnaed as nggkration h t m f J0 cm" " iridue et 2�)and a`w�tsadmum lialfttration rate of J0 efm � square foot value of.�10(mtMmum R,. - 1 /4~ = ( '-c�" 3.^ 1 opsgus exbrtW 400M to bs irrsuated,ttrerrrtrahb►ealc, ""mobtivpeed and flashed ds 6*11rid with a riai Wiitirm NW value of:3s(mitnimum"R"vow of tm and a t�nt hdiltration roe of All 6frFa per sgusrs flow 4. MVAC equipment must4form•to Section*"03 of the,2010 Residential gods of Now York Sate WkVw sectlon 403 of the 2010 ECCCNYS. s. 'Rte domestic water iheata must conform to Section 81103 of the 2010 Residential .994 pf New York 8aate and/or section 403 of the 2010 ECCCNYB" l-;8""1M Ariplap(i , . eod*Vuc%d in dWnp#afte wnh ehVwr 10 d(the,20.10 _ y: ndv oda York Stab. GENERAL ;PROJECT DATA Natetre Of the BU Use Occupancy Classification Building Height Fire Ams Construction T Design Criteria KF p BAR Awratim 3 3hVIe aim Residence R -3 35 feet 2,976 sq.ft. V-b AF&PA FM 1985 �c?� (I A;'Sje� TITLE P � 1�!''� h j \v �y ice. I-� G •! ' High Wind Edition GARRETT A. STRAfVG �'�" D MU BE x:�.. .� OTHERWISE REQU! E -�.�� ,�,. ��• •• ;:�.� •� �.�;� ��THE DRAWINGS-PR � �'`�:+�•'��: w f �.. '<,- t OWN ONr Wo�i, ,z-• '� �e�i:4^t MOTE: ALL POSTS SH - � - - _ ' �.�,. •"`r.v .t-�t-� .t,T «�-•�"�� r•-;,'ll, `.. l,� ,� ,.:3? �--- LOCATION J• 'A 8 3 r, O OLIN . a,� ,/..�• C OUOU8 T FOUNDATION ::r. a �. z .�. CH IS ONTI DOWN A ....; �. ., ,•� � �. .::, � G d SOLID BEARING 8EL WHICH ., �,:�- - . 3�;.: . �_�. ,: ":'�•: �:� �=� fel 1 G � `� •1�LyY SUPPORTED WITH QW . . .. :� � .. . . N ':°�P�.ANNIi�t�"'��►ESIG�a c RSA ._r. ' �• �� �, m' .; ��,. .. : �.��, architect � Eta OR STEEL:COLUMN BASEMENT-AND/OR CRAWL SPACE AREAS. c - °i' _ Y1fALL,P,1 1 °< L••A U f� E,1..�. t--4 Q-- �(v GC- z. CALF R"ED ` Design t o t =s�sw'k ale fJgign _ 4 1230 Traveler Street, P.O.BOx 1412 �`� N a YES - �T3-r •.,u i�. v� r� Wind to D IN N Load t3Cound asn From nta tsid Ws►� F NOTE• -<.. . ,. :s ,; - �,;<:*r - Dstslgn- >a`: - �, 0152 F l D -{... Uw '�:: Tamµ / PROVIDE MULTIPLE PLY FLOOR JOISTS(FLUSH GIRDERS)BELOW POINT LOADS FROM FLOOR .. Attk, =Placa Roof .AttDtr F` Spas¢ Expewre C,iltegor�t. 1Ms�pkftlriring Fri T -. ' ''` "; IP W yoR Southold, New York 11971 DA '12�Z'+-i''S _ - .,,. h 631 fx 631 65 5 a i� A'�L-Tt: ' A-4 ABOVt?AS SHOWN ON THE DRAWINGS ANDIOR AS OTHERWISW REt�I`IIRED BY FIELD 1 2 1 -' <.;.;.. s - ,.; -' �, f:,"z,:,' P 490 RA BY fi i=2 z C'P� OF NE iA" 765 - 5455, 7 GAg 'CONDITIONS. 10. 101-- 0- 15 20 30 .. 35 40 12o C 6 SeV ni „ 3'-0" ModeraEa 1 `architeCtQquihnet.netPROJECT No. 'o z M � ;Q 8 y Astkr jZ 9 - el ICA r1 _-,Opp 1P.Ln,.2 /`1r'Ca:,.. ►1-�"1 G � ---_�.C�i� � �`�G.-. G��H�)�: _.__...�T N �./�,.'f" .�� �l.-L YLl�>z'S► � �'�i"li..i stt'��l�r : -- TSL-JET a;;.. _ ✓'i=4- F _ d Ya 0 r LI a' IL .' 'T�-�"�./1'_ 1�L�-►4 "ft-�-/f�-t 1.�-1�c (o "Oe -. N h `vS �c'ti'P a-L.:: �= a" jz ISL- /6tg:1 L�L -- - -- -- , 'F�tiGt1.4G TYPE. FEEB . _.-.. rr -t•t��rte�-_ _ — TIT .:1 �rM 'Itilr . -- -- ♦� • K �, ~. eW +W_A& 1 . Vs� 9MA6► /l� 'f1TT: `moi T_ FI��P , f_1 .. - - -- A IMP. a_w 4;1 `T .. © NOTE: ALL*KMI AIS on CAem lm TO M Et w. ImTw.."m OF MM FAwDLC/1UU= TO rhmmw Olt not=ft 0=1 I wq Ia TO UMT AkD MTAU,AT ALL Off or no IXUZM fit""""!"' M PLACPMWM VAKUPACIUt' CY CMAM P 3TAUAIM 10 ft C2 IM ACCCOClDC4CE M I - ft OVAU AMD p�Wff PW TM COAM.IIIA k='t M 0. 1lm All C3 V. Inc Wwy RED ARCH/ TMjEf �,O'f�c�5�•'� N E.w ri�S 1 VTC,N GV Al A UZI=� ' � GARRETT A. STRANG ��N -. A '���� � b!� 3 two 1 ATAtt.L - .`: - architect L ^ o rte , �.�:�A. _.. AI SCAU 1230 Traveler Street, P.O.Box 1412 Ati �o{as . . . ___- -- _ �_1�2'r'�.E. . TO. >t=.L GVi�•-"1' 1 !�!� �1�. t�l i:N L +� _ _____ __ s 015244 �� KOM _-_- y. Southold, New York 11971 A- 5A Caval RACTCM :3E:�'T STH T!' ."c EXACT A 9 OGS I�L.L �., DOO ffi, --- , �,.Th, A! A ,e,, >-D L app t'Z' I 1--1 /S. L-- 1.4 D`eFiS a, qjE Of NEph. 631 • 765 - 5455, fx. 631 - 765 - 5490 DRA sir 4=8=t a- A L�' Er re I-c._Iz z �G S To & Y mm �.� ! � architea@quixnet.net CT NO. !� e � I I: •� 10 A-IO A-10 0� Ir N --- - I tiIZ :�--.DX '�.G:-Y«�.��-�=��aY` _ ..-...._LI�I►.s7 L.�ITp►"t'�Tz_-.,GP_..r)°��. .._, ; �K- tit-, ► -- - yC 17- 1< FfL" J Z miKl fq _ 1 of is 'Pv U Sd��� - ----- _ - - i _. . _ "t'Y f J Gam..4-- ,d+'T' /�c:;` E.-.r�►.�`�� Ce 4 - : - ---�'�1 P G/�I�'��l�,d•�s 1-t ( M t. -T Y is t C.�h.L.— ...--- 01 uanv_ 00 - �.o 'ep bid- - - FFffl I 0 - _.. — 12 CLLJi !y C rL-.^,SH 1 N+ ._...__ —...--- - - r �� � -- :!b - - - N -- ''Cj•�-a -jM;' ----- ETTI - - rv ...ty 7 vows.: r - .vim A-0 _T'� L3 \/,�-T" I c2 2-49 1 Z- -FA c2 .. � I 1 � 1 � Q 2-0 12 �G� L F-- - 1/�h'. a � - � S fid--�-�- �..� : 1 / •� „ s � '- �„ Y , $r}r- ,= /7LY/MM CW Mt AV FIYCi3CR &Mr'aJf*3Vt,i IV"""MO VTl COM MACTOR 0 TO:CUMY Al I TALL,AT AL4A��N'��, TI�".� .. i Fdt t Q JIO1�CSC pi . PROCUM VOTALLA MON 00 TO M SIM ACCOMAI=VMM 0~- ACrJMM > -AT",MTAK i AND PMCTICEL �iWATAM, AN JM i T V- MY VA4T O"TR w -L M RMPI AM AT Tom' UP fat. A1�1TALl"K t 1�tAT�t Am ACTT E3Y ���E D AR r rte f t7 PO S�.- p �• E-w ��'�S TT A. sTA,��c GARRETT A. STRAtMG ��,_✓ t�ta.N��.. CUMMI AT All I�A1 VALLE'�, ! ' ,A!� _ architect _ ._—..- .. -.__-_._ • :"Fat 12 ° DRAWWO _...___._.__.__._ ..__ c.. -T-A"7' t.... ..�.�-c- rrz.�,1��r �_� _--- . _ Traveler Street, P.O.Box 1412 A'S t�v-t CO." � T II4 t" STH . '1'i EXACT ACTT IM ASD SIZE OF A.U. e" MD DOO"S, - '�- �� -- ----- ,.Z7t7t�u. ►„�.:: o �� Southold, New York 11971 _ z- -�. — - - 15244 RTF 6 A PT, TO FnA==AMY rXKM OF NE`N ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN Y architectC�quixnet.net NO. ► 1. 01 6oF � O , I 1z A 14C 15 00 =0 I —ter a 4 � -- - - - —_i.,rtl��__- _ �..4`'r.r --- _ __...:fpr.�►i�TC�C'T� C _i►.'T"^L.A— \V(K P r7W S IZ 31,F114" 7z%P-h-�. -1,_'_ I I i Fm 1-4 Q9 LLU L-I I r) E:HDI C'. a , �.1_L..1.Y.j�-P�.��S--� ..T�.rJL?Y.�'J . ''L-�? 1-tJ�►_�/� 0 1=_r. Q ..may`{-.G.�5��+ - - - -- - _-- - /�-�e A-41 A- _Z_ •', AMS Oft •. ARE To 111 mVffTALIArjM_oF SMM. AND FACECAtIUQW PMCM TO 1hI NVM1Ii OR ST • STALL„AT AI.1..QOF.Thi . f 1�•19;1'b 1:3 'L .. a�A DOOM :AItACTt�ey epjm=ma prMCUM MI "AT=15 TO CM MI Vol t!1tvjwACTU=m 'Of&#WJ*NC 1 f3OARO M911TlRIAL MST A;% AWN ,��A� N ;•;: ', �� Ti01�. AN JONTS MdWT VE 'r fAA'1'Et IMTK Tom` AK. 'Et "OCATIONSI<.. ANY 1 TO el-kMAC&**T TM COMMACTMI, RED A mu 1 t2 P� Ow W IE- P�� � GARRETT A. STRAND ��� A r im- .�. �� ► -� AT ML LOCATION Bt�C�'11teGt Ya-%W'K . 123 3CALDRAWING NO. 0 Traveler Street, P.O.Box 1412 ASOATIE NOTr. ACTt (W A" A -- tom- :�-s�' �To yeti..t�v�-�" t .2 � s?��,.��r 1 �.t� S �� Southold, New York 11971 T Z- 7-4-_j-�-_ �w �: - 015244 -'i=13= T' Lu�__' �'�T����i _.. - ; aC .1E..gtt '!"'per- .�..vntTla l-l�j` a -- sTgjr O� NE`N y�� ph. 631 • 765 - 5455, fx. 631 - 765 - 549 DRAWN BY 44 �.�s `�-$ - �`' ` p,L-f� - :,- 'P�rZ z rip, -- architect@quixnet.net CT No. G A-10 _ �fo4E IZ F LI F r E TZ- � L/L'T''t� �T �\ —"��E,\/E �E - 1 7- ,Z _ c- 17, j e0 � I-4 Ira 4 a0 I F �.�v t� • �O k__ iv—;,4-24-11 I F 1z o./n t ti-•t ct �� F r�, � - . bo 5 E-c v ►-•' v I o' Yor o r T FO FH J r f 1 i 1!�W c.-0..P—W t._-- i i �Z,r z ��.� �.� r►.t oo �.�s r�oo tz s r� Ha�E, i I /�T��•••G,-Y ��..� i S Thi►�Y 4 r _,� sg �.S � ! I Vel.G. L�v, L A-10 ; 3" I%: YUs c}r%s• 2 ,,,q I I, + i �r•'u e• 1 tyz I I�z �. _I &4 W tr_ j Z. L_j t ---- - `I%z" z" -- 3 3 2 Z7 (flll Idi i A WAS H E-Tr- 3 _ K t TG h(E.►N i yy e. �vA.gT� i u-rlLcrY '� 5I N y__ 101t h1 K- UT k Y -----� Z ' 3-d y - NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR G.a-2 is. E- -z STAINING. `�i —__._— -- ` (�3- r ------�`3 ,.- NOTE: CONTRACTOR IS TO SUPPLY AND INSTALL,AT ALL OPENINGS OF THE BUILDING, SELF• ADHERED WINDOW AND DOOR FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION .. PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS " SPECIFICATIONS; DETAILS AND RECOMMENDED PRACTICES. 0 NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH 5 AF - L_ GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. G\S��RE Ap�CH/j TITLE P lz O P4 f 1� (`I F_ NOTE: N FACTORED BY RACE OR GAF �`� �A STR ��� GA R R ETT' A. ST RA N G PROVIDE AND INSTALL ICE&WATER SHIELD AS MANUFACTURED �___ "STORM GUARD,,AT ALL RAKE EDGES, EAVES,VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. GP LOCATION . .� architect I✓ aU V__ 1�::- 1-,.# N V, C117 — 1 I SCALE A� N O?C REVISED DRAWING NO. NOTE: * 1230 Traveler Street, P.0.l3ox 1412 DATE CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, �` �� cL To �I— �--��� I `� ����� I ��s ,� 4,-/ � ti a� ,,•7.a.. �v� �T7 t7 t -T-i O tJ .�t_... � .2-T-E--s_ slq 015244 yo�� Southold, New York '01971 DRAWN BY - z 4 • 12, : $=t _aL vs�. R R TO FRAMING ANY ROUGH OPENINGS. 8A PRIOR _ rF OF NO ph. 631 - 785 - 5455, fx. 631 - 765 - 5490 G A architect@quixnet.net PROJECT NO. !.r Y`A-: r- A,,a_-A_ F 11-4 4' /�.5 N `r'G F-GLrT e Z'2C. ..P..L-`Ctv17 F__/hn `i"s , 1/Z.. Gf7 3G - guts �cuc:" 3o a= 1►�-1 a SHtrtGt L.t -/�l�Tt'LY\�/rJJ� �iNG,�-T1 IIti14 zit�j t lZ� c7 STp V_ C,;U h- b f 51-iI--- 1/L"GpX rL.4Wo0P- .0 r-1 IJ Gr .D 1-1 5 a 1 l a-t 4 t_r-- /it.A-rfa 6`r'u v� .n 1 J 1 G"%� fiQX 1't�Y�1/r9✓' 1� 1-1 E./�T 1-t 1 t-44 a r'rY1 t'yo+e.t� ...F"Itit. 1✓ A,F - F. -T---> - __._.. S Ts 'PL--SZ h1 4��TGGr' 4". Yi�Gr A9N /S•fa G••I rd.- l�PVAMTC-G1-t scJt�r• -t_Joi- vnl •6 u t-- r 1.-v�1Z_ As 1-t o-rte Cf_:� c' OcJ 1=-1►�4 .� 1_ �[0�� �::.,,•.�__��:'`� - z x S U t--- Y z�.4 .�t1T> r44>✓t� � �/JCiElytk5ll3_�� ' 1 1 z /Z,. ,1a1�T-� .��� _ _ _ _. � ...:-- �-30 /�cly�:.t.�35i1La.�r(�t�- �o�(`p-�"✓��t�1 ': 1 ` _.. �r{.�_...�/�_t�t`t'' �t:.-�-�': «i►ti Y y Ems" tLam_. u- -.._... I'(' OIJ.Z'ic:¢ - ''�t�T_1"r_Id!:.CLI:Y 7 .. �' .. Q .]- I=4'. -. v-r 2-Z x$.41 Fm•PE-iz- \N/SL.�GIe�IG 1 •T`(,t"1 fi/�-.Cr" : _. ......_ , O N y k 6 tl �i�`�C.I o.. fy .G2 U t(!- 1:7 A, X .. VCS FA c.{t-14 ALLL.. P _ 1\ w�'!e'1"'C._1S//Gi�XiT_ . 'EI�'451-1 • `T�t'T': :.._.. _....... : - - - _ 3'�Z�F' _ x '. S.p.� f_ / ri Y•-;25.'�t__1'L�-� �-.:.._ _;_vF�I-►Y.cd.►-d_Y. f -� r 3.1::-..____ _:... -ta:�► N,6.1 l_t�lz I {a�T. "I``{ , _ . ' ►-t o-c am°, I fir ��A 1ti � J1_FC-h r � ► 4 va ._.._._.... -- -- :._ . : . .. .. .- : rA2 - I/z = ,{'-v- A-_`1. ..._._:. -_ � •1 ._ �=. .�c.r: t/2:' _. f .-.o . al ' 1zt b G \/fir-1-- n v� t�/-�•�E•-- � `r� 1 /� � Z� 12 �•I ac.'� Q► 17Ge�.. �!t�t--1�'----•-�, 2- 1 a Z_ 1 T7_14 E- 2 . o 1v titer le - s P� /.\t t-,►, t t-1 1G" �/U \ \ 00 Y�,'�tv�. � \t--t-�t?�.o�"t'tall tL„% _ � FFLr11;- (-1 (-4 11�1�l.>�/^AT'� 1 1 F-4 SU L_/At 2 „� _ l „ i _ - - 4/z Dk 'Pyy t_Y\�IOOT� lL �to 1!4" ��FFLC 1/Z'`4`w'P. �.a T .4PaG K - 2 4 - y i 8 ,4 t�-r t 1 . ss.s t.at�-C�C>T`{P " r rt u�.t_ �� ��t t•�.�.:�-e1l=�-'�;:.__ •_,.-. ., . �•a.o z•rK c =�q - 11-44 'P>✓IV- \\/W E-. 12 /A I NS t - - . (/ "4 Y 1'. � rz: u. 1 u c.,, Z . _....._ •. � t v t-► H (�-+4>_�..//\ti.--��� t/z'� - - j; .... ... t. jf-.."`�= t_�� ! s P 1[_.c.-. TY I.5 � � ., A `t t�-I 1 r-� ova c.L S >-f e.f,c,4 q_9 tiz-3o /.4, _ (� G-N`T"/FI�iS..sN It-tG -I�.��F' 1 IJ. . .. tNSVLATIDI,1 •�'�,t . ' 1''YG. �,C\.S•GI/�._� • � 11x1�U1., � V�r••(-'i"/F Lam►+t tic = ._:. :: . ... _ .. . . ._:..... T L t/ti S \/t�4-t`^r>�.r-•� - - `� _ N• F 2 „e h �'I 1_. � P✓ �\i!ti_(�tz,- .N „�, �F F i►. 15--rYL-l- zK5 t. _ '� �14� �4 ii►+��, 0 N 3/+"Y� A C1 V,46 _r I_c N � 1 z "�` !/L .I�P.X .'1-L.�Y\11t9r.J 1� � p E-T"/�.F lr 'P�.k= - a/� ,I �tom( S N l it I G't t_ A'9 -tU t �uF� FLvo� �(,. Z8, I� tz -`•�� _%t�"�'4-l:t=1=�'Gi. pwt�•1 E�r� YYC'. I.a" >=t_.2 . I Zu to G!/tz [ G"% t !�~T_J. 1, S'GO ct I G"a/G /A F--,- 3%x 1 f%t - F _ _ o V i`J7\!/S-t-1`TF�c-t-E z' X6 r�Y Z-t-w Wit.., - -C-Y P lG;.h �. Pa era��,4,•1 z.:o" .. . ._. _ . -� L. _ •• - \V/ tZ 38 I H�u Lam. �:... Z•. tS fLn._e~...•- 71- 1{-�1 `I•C:,'.V'/�-L; ( tr�l� t-� f (S 1' C •S 1 P t s,-t G. �� Pt .�-• S/r5 �G !�•`(1' 617, _ •` - _._.Gln:1►�'�•-". ` µ � '"'rY t�1 .4 T' op S>'��c k t✓ F t✓><T, j/s''G PIX - - 4 >� i vim L-%-'- ` d G t 1, f! t O Y o'L-l 1/ti V-4 \V/ G_ - .G..L'.� 'P[.•Y L yYtGs�l_ -c�T Grp•.tc,�t4� .:' '.sem �t_jl�i<t: : :_ s_r'Ltp-S � IG, "a/cam 1\' _� 51`YLc t�t1TZ- uL_ 1 '/� .9 t✓-zt //t1ti. I t..E� . TYP �- � 4 I X1�• \ -r`(T''I G.e-.-t. r J ( �\/G ��G�11-1 L'a ?�ice•tZ.•. -� J T'-Z 4"1� G, 1�-- .[ . FiL.I+a.,4 ye.PO �e-1�- LJ a t T S t 6 /u 1-7 4' 4=7" t 'k, z-zx 1 z H p e '( ��, t`tz,-T'r 3-O o iI `�� :, -1=tG 1� 11-1•�.0 L_ � ��Tiu. .y` r .. � � ~ � G G P T •1'' T �-s }•-t'vv✓� \YA.t_ 1�_I,v.v ��.,�� - � �. _ ... _..._..._ .. 1 .N •4 �X �z -P �-; � l tz��� y << - . _ ;/ _ G.i�?d�Y 1-1 //t O t 'Q t i�-t . '�>"s-S� A\V I'=f 1d _ �• r;, 'T`t'T'1 S" � G-. �v t, ti-.3 �.�'-c'1 v r-•t _._ _�... ..___.._..._- _ __ . . .' - // � IG T' 1 P-�4 '7✓Y p-I Gs'�-tom- /'��, - - - f► M4: 4�' _ .-.I �_� i •; \\ `/\ g. `i l O/1 O \\/,tom.� o t-► f3/r\.1 L.► �'� -1�'G, 1=o�t1 N C7.�T! a 1`-1 o t-t S"rc t d. -rJl� `1" I h-F 41 - 'T•`1' P I Gam•-�--- � C7 . '4y r--- F e,Tz-•' -I'O r-7 tz,cam,\\/ I ►- 1 Gr A- 10 S.P 371 `T' I L. /s-_l__'E._ - 1 / 4" - 1 c-';> " NOTE: NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH NOTE: SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION PROVIDE MULTIPLE PLY FLOOR JOISTS (FLUSH GIRDERS) BELOW POINT LOADS FROM FLOORMANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH INTERIOR WALLS OF ALL BEDROOMS, BATH AND POWDER ROOMS SHALL. RECEIVE 3-1/2" WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. ABOVE AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED BY FIELD GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE UNFACED SOUND DEADENING INSULATION. ENTIRE FIRST FLOOR CEILING SHALL HAVE 5-112" CONDITIONS. IMPROPERLY-INSTALLED,WILL BE REPLACED AT THE CONTRACTORS-OWN-E'XPENSE. UNFACED SOUND DEADENING INSULATION. NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION WITH ARCHITECTURAL DRAWINGS. NOTE: _ TITLE t 7 p CJ 5 ; t-4 F_,W PROVIDE AND INSTALL"ICE&WATER SHIELD"AS MANUFACTURED BY GRACE OR GAF F�' ,� FO F=- NOTE: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING "STORM GUARD"AT ALL RAKE EDGES, EAVES,VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. GAR R ETT A. STRAIN G K I-.► Ik A.-Y H t� �. E.. I-1 1 t�T SYSTEM INSTALLED AS MANUFACTURED BY "GRACE", �. CARLISLE OR APPROVED EQUAL: � A � � LOCATION ';�:x l 81•-1 t G �.p.Y architect 1_ �u s�•�-• ,� �....� �� 1z-V_- NOTE; ' ,* SCALE REVISED DRAWING NO. �. AS N O``I;& NOTE: Contractor to provide and install '/z"diameter by 10" long (minimum) galvanized anchor bolts for EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL - a k,'� -> . • ;s 1230 Traveler Street, P.O.Box 1412 P.C.foundations or 18" long (minimum) galvanized anchor bolts for C.M.U. foundations with 3"x 3" x'/." CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER-CODE. - % DATE___-A L.Z_4- k`5 t It-./ _=-C� = " t ::I'�� '� 015244Southold, New York 11971 A washers and properly sized nuts spaced no greater than 6'-0 on center with a minimum penetration of 7 CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY� r into concrete or 15" into C.M.U. Anchor bolts to be placed 4"in from face of foundation wall, 12" max. "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS 0-: y'/ Ph.. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY from comers and 6"min.-12"max. from ends or splices of plates. SPECIFICATIONS. architect@quixnet.net PROJECT NO. 1 1 : o I OF 1 D � L/s-S 1-f t F•-a 4 � LOO�l N 4 O 1--1 z-Vo X -t t-+c. ✓1-I -5 H I I+i G L-e- 1 .�.T E.-� Gb�K TIrY\VrJr -SH�/tTHltily W I NI t7' w D X r'c.Y.��tD i �-- = t ����. Testi ,- --*..► t�-r ;mss ►-a o-r�x� r�i,� Lj /lam \/e-V-4 j> L_ L-'C - tv�-r"r ►�.a,.u I... z x tJ t- !R--arw_i Z G •{L-•.1 N e..• A9 Z r O V T tZ I bG Gt+t'{• �-i �i -T-'t-ice. l� 4 1-4 E t74 G Q-- IJoY! �P U,� t7 w/v c.l-1`7'S L I N b ILC.'T N G N O 1Z�3� VA L.L.t�Y F'C../�-g;�1 ►-'a G zea 1✓/�--- rG � o�- / F -^-//41 r 1 Z i Gid\NN //wUL.1stIJ4 T`CR� I - �vlaavv�v li6�11J4�.� ,e,s ►-tv-1-�t� - 1-Y !c./..t_. �� N G-/+.17'L•yoL- A./i. � C�6 .�by {_/A.S i-► IMG �� 1 Wo'rs-V- OW T�-a,►-1�•.. - T�-t L_ d In 1 e-ZP P>✓1v- 1IZ G t7X W/►N 5 u L- o\v 1--4 r-_- - }�t_`{`1`/-04:1 17 L%On W-1 �Y�_- ��\v I W t►+.v NY N vv�v� 6{ ( Ir- 10 Oli ✓ t-r TL '1200� �f--t G� e�1-1 5 T'o i�.r/\-� � ,' ' z x B �./`� �,. - -------- •i u►.a 1-r 1 t-4 PI-,--�t-4 - -�-3 /�t t4-�; i`�� I L- I �-- L.-� r2- ri >` ./ -1--s- i IZt ✓"-?'vG FASG(�- g L--3-Z, fa a.eGt-1 tl�lZ /►.�rL : tt/Z"tet' o" - l� GAL Ems : t /Z-" 1 '- O" A- �0 c,tz ' z ' 4+1✓14 t-t T � s-1 t�+:�o ►•_� 1� .. y... .... ..... ..----. ..------ ; I _ -4 S 1� V F-7 1-c T/ <i - -- } —- �'a..a F" 1 ►--� 4- 'T'I✓ tz cD IS/ til e_>Z- V E►-4�/ �� - - _----- � ----- - ---- -�'�,a__•�r 1 t-+ �-r�2UGT (J {ZV�---».___ 4�1 l OT U L-/aT! f, t•-1�/.! �F � E L A T r F L.. V l �O 4 - Gz/�G- l (--A P�.etil_�a-�n. � ' -' � g' a/o ►Y � p; r� .cam��../� �i �.-t--••+ "��.: ;i 5�. � F-- :-�' /,•••r Ek- AT .r ' Z N 3 SZ/rz- I L �Y 17- S->✓Y fir' r's�. /�. r ; t �_. ,O..F'.F• _1 1G"/c ��// t� �.PV/�-t�1'T'C- GN1t-kt,dL, U C= O t-1-'-- \ 4\i t ' L X I ,, F:tJ. 1 Z" i G "N ! Z-Zxro 1 A,-5 (t - \, - 1 0 `- 4"�. r t`• - ---- - F"P- 1 7- V-4 e.2 }-1v<T<-=r..... ;� — -- --- K I 4 r - - --+� - 3F //�1► 1 r 3 '/Z x `Y '/4- 3-Z -- - z x$ �1 g � L-,A,-t'IoN �'•�\t��LLh�//� t"L-U��t.-t G c lZ v �.� - 1;:7_ I. A4-- -6T-,i-C' r G a L- �Yh,LLS A 1 O --� �? � \ � G�t L 1 t-•l� , ; �.� Z. qtr.► t-T/ N ? r o, z x I o ->z c t,-- >r �' tz/�- VO4 -�! 1L .r I P• 7G*�. :' t�o �G \ L�?J " i�00 F't ( t t-A.4 �.s N a-s�r:ri t-l �. ! I ►�l N. LL�J rz 'IG�T� ��! >✓ W I V � 1-i✓ v 163 � I-S E N l / 7G1A�T7 1- 1 3/4" T� /�D v�NTr G�►-r i I I �` x t F�- `/ 1- - r�S a1 0-' ~, Iry J= F ?p fig 1#-4 t, =-- m t- \v/ - Z ► /�c r -•t. t s tJ<_�-r O t--i , _ 5 '• D l ti-1 c': o\�N fl C /_�-, Tel y 'K, I,1 \�/�h 1DE r,7,2 v- IL {` Z- C-` t'L-`t'•_vd ' , s� Z.c G L 1Z� 2� G► �i.'r r Z. c �� Z r!�t G• J . ; /i %� 46v \� 1 r 2x4 G J, lis" /� -- 3 ZuIL� 1/Zt j 5/4 x 11 /a ;'AQatl-a/n ! - --- f-1 Gr ��/�l�L��--T`f`(� 1 N S U L . - — T N OP�t.1 ING. GiIrZ�E��- I r 'c�.7x13 f Zxg ` _ - �/ ` ,✓*. �"c� �jo'F� t� `�t✓ t Y A� ►1 vr✓fl ,k - Z- ZK S , �'a✓7F"- l�\�!h-F CTL / 5p --_ 2 ,r I '' G F-�= l 1/� A Ir-. ,- •, I 1!Z r-, r'- 1 L c. Y`C'. z ,,;•A V - f STY� L:-- A � �•..--�'r- r - + �j r i/ i �, i �' �- i 2 K 4 `� U^�D 1 r o"✓ I Tf`.F' �` �`T'�1_ -Z 1 l� 1 1�►Gr 'f��2 'S S /A tr 4 I' �' 2 Q�✓,(i, ��-�I�A�t7 �/E.F 1 T�L� - ! 0 i; I j \�! F-1 Fes- Cz^ <1 t_ ! EG'!L ✓ 14 I �N 1 '�r� I Y,G. �. j _O I "' / d '✓ t-.4 E .S`. ! t✓ 'Y e.K: �) .'t:,k.' I �l I '� G t=' t t-� �'L G C�d�1z i7 5s7 F F 1 Y H Ar!, ->- e_t? j I fJ y�1 N t✓�Gp Ps✓2/M.. G.�51' _ L k Li 1,9 I _� / -t'-�,rr=�-�<� .� 1✓�5 t��S �G "% 7/ ti._• � //.'r-: j � I �V -� ' ' G. 1�C1li 11--14 t�� �L, 1 �r. 'f I ! I ISG O l�/G t. v/ted ! I O�v N>� N 3/t}" , PV moi ►G 4-( M G f� P V j f I N , jF L�Ja !� �t� O\�/ t-1 F.�T� 1-1 f / -r r I CJ I �1 tt. F L• s�G. /�D vCV- i-! >✓c.t-i ; P..►�•-Tz-- O H p ti4 C7-ta-- - i7 t { Z x Co �-T. 3/4" -1-cr, 4 /4 \//`1`1 r G t-( S tU p_-F-t_. T s g-�" Y TP r ! , • fj rH I ILT --1----- ' 1 �' ' 1 /t •�r �� i-.- '� '� I - I ? {- SIS .� Gam' Q.�G T}'�1 IT-"r Flt-i, 4 ��t7� X 3-2,ctZJ—b Zx Z- ZxIL / `� i� 2x1J 1/4 3- 1z 3- Zx .z 1 pJU �t_� 2 S >_ 6.LT. ZuIO ` I ► 1�>�t,/�-r' Z u ►Z \V/ � /1 I ��✓do c �L v� cz. � � , z Iz t��E� ;:, N � � r � -r: T: �vs•-rte ��. ►_•,�-rr=-U. 1-lD Y '' L A-L-L--' cv u V 4ie'V��•- t r � �) � �v0-f- t►..14 P'✓E. � ; ' � -�Ov-� t t..1 Gr P�2 rt't F_l'z �i>:-{v N 1� . , •�. � J'I�t✓/�\8�,�►-1 1=� - , U L F� I �Gl-1 t�3� J l►tc- i I /<, t-1 0 - -Y('(G/s-rte 4K f i'• -15 y „ .} •� c. r �S'. ! _ � _ ',I 1. l v r-► ric\Y t v l,4 u r�t P,�`>✓I J t�-.t .4" T, G, (�-/L C" �1// G x G v/( D �ya� •.�c.�- ►�, S x G' 1 e/oG\\ �/ T�- .0't-4 4-4 E, //\l t \//S-T'd�c� -LSte-1 c �/.�nv �- ��� t E...-tZ - YY T-*'-V n 1 Gam\ L-- V --5 I c2 /4: - 1 - 1-2 NOTE: ALL POSTS SHOWN ON THE'DRAWINGS OR OTHERWISE REQUIRED, MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUNOTE:OUS DOWN TO FOUNDATION PROVIDE MULTIPLE PLY FLOOR JOISTS (FLUSH GIRDERS) BELOW POINT LOADS FROM FLOOR NOTE: IN OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH NOTE: WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. ABOVE AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED BY FIELD MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH INTERIOR WALLS OF ALL BEDROOMS, BATH AND POWDER ROOMS SHALL RECEIVE 3-1/2" CONDITIONS. GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE UNFACED SOUND DEADENING INSULATION. ENTIRE FIRST FLOOR CEILING SHALL HAVE 5-1/2" IMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. UNFACED SOUND DEADENING INSULATION. NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION NOTE: WITH ARCHITECTURAL DRAWINGS. PROVIDE AND INSTALL"ICE$WATER SHIELD"AS MANUFACTURED BY GRACE OR GAF REQ AR TITLE ' "��j y7 N ���/ +� I✓ !� 1� N G "STORM GUARD"AT ALL RAKE EDGES, EAVES,VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. o\5��1 A• R/TF�� GAR R ETT A. STRAIN G �� NOTE: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING � � A�, K 1i h--1 IC�•YH 1�triG• fJ H 1 'D SYSTEM INSTALLED AS MANUFACTURED BY "GRACE LOCATION g ', "CARLISLE" OR APPROVED EQUAL. NOTE: ' architect r Y V AU L.t. N �.�1! NOTE: Contractor to provide and install '/z"diameter by 10" long (minimum) galvanized anchor bolts for EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL t � C r SCALE A,5 N P T•�p REVISED DRAWING NO. with 3" 3"x Y." ION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. I'.1.4,, $ 1230 Traveler Street, P.O.Box 1412 Iz_ Z4_1-5 1 �'�Usir� P.C.foundations or 18 long (minimum) galvanized anchor bolts for C.M.U. foundations x CONNECT �� washers and properly sized nuts spaced no greater than 6'-0" on center with'a minimum penetration of 7" CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY 015244 Southold, New York 11971 DATE 1 Z .Z 4 ^ 1 I_ r�;- _ 1`���tiJ _F�tR. T� �/n 1-5-- washers T into concrete or 15" into C.M.U. Anchor bolts to be placed 4" in from face of foundation wall, 12" max. "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS sT o`� ' _ plates. SPECIFICATIONS. ATE OF NE`�� ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY em from comers and 6 min. 12 max. from ends or splices of p a- architectPn,jixnerml t —`- ' 1101 � to of lU