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HomeMy WebLinkAbout6516 e530, -PeCz- e. al Ude � Q2 4511a De "011-hol s4-AtChw` of u Ili�Cut40 ;Z:x�f1 f ce-ct BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net RECEI4V'oED ZONING BOARD OF APPEALS Ck, �;Qs c� •�� TOWN OF SOUTHOLD YY Tel. (631) 765-1809 • Fax (631) 765-9064 Q FINDINGS, DELIBERATIONS AND DETERMIi .alt! Tew_ Clerk MEETING OF NOVEMBER 17, 2011 ZBA FILE: 6516 NAME OF APPLICANT: Kenneth Heidt SCTM#1000-126-11-22 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. Page 2 of 3 — November 17, 201 I ZBA File#6516 - Heidt 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(30)(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 applicantsdesireddesign, 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 267-13, 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 3 of 3— November 17, 2011 ZBA File#6516 - Heidt CTM: 1000-126-11-22 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, Dinizio, Schneider. (Absent was: Member Horning) This Resolution was duly adopted (4-0). Leslie Kaneg Weisman, Chairperson Approved for filing /I / If /2011 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider April 3, 2015 Garrett A. Strang, Architect P.O. Box 1412 Southold, NY 11971 http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 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. Si erel , slie anes Weisman Chairperson/Dept. Head Cc: Mike Verity, Southold Town Building Dept. Garrett A. Strang Architect April 1, 2015 Leslie Kanes Weisman, Chairperson Southold Town Zoning Board of Appeals 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: 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (631) 765-5455 Fax (631) 765-5490 In response to your letter dated March 20, 2015 and after conferring with my client, I am submitting herewith amended drawings for your review and consideration. The nature of the amendments are; returning the reverse gable elements on the North Elevation to their original size and configuration as were shown on the conceptual drawings submitted with the application and approved by the Board. In addition, the "dog house" dormers in the roof of the South Elevation have been deleted. The only remaining deviations from the conceptual drawings are the eyebrow window in the roof of the North elevation; the continuous shed roof dormer on the South Elevation rather than the stepped shed dormer originally shown (please take note that this shed dormer is lower in height and smaller in dimension and mass than that originally shown on the conceptual drawings) and a continuous shed roof with reverse gable over the doors at the porch area of the South Elevation rather than the double hip roof elements at each end connected by a shed roof as shown on the conceptual drawings. Once again the height of the porch roof has a lower profile than that which was shown on the conceptual drawings and approved by the Board. My client would be willing to return to the original porch roof profile if the Board requires this. They are however asking that the board allow the eyebrow window shown in the North Elevation to remain for its inherent architectural character and that the continuous shed dormer roof shown on the South Elevation be permitted as there would be an adverse impact on the second floor room configuration if the conceptual stepped dormer were to be required. Please keep in mind when reviewing this submittal that the building size, profile and mass have remained the same or been reduced as shown in the East and West elevations relative to the conceptual drawings approved by the Board. The ridge height and mean roof height as well as the attic area are the same size as originally shown and approved. In addition, the attic space will be an unfinished, unconditioned and unoccupied, accessible only by a pull down stair which, I have been told by the Building Department, is acceptable. I have attached one set of the amended elevation drawings as well as a second set with an overlay on tissue of the original conceptual elevation drawings at the same scale for a visual comparison. I thank you for your further consideration of this matter and will be available to be present at the Board's work session, to answer any questions the Board may have to help expedite this matter so a building permit can be issued as my client has contractors ready to start construction. Respectfully submitted, I Garrett A. Strang, Architect Encs 1��Irwr T" L.. 4 _r;01 r *r z A --S. 40T ICO WAA m F- F ri rrg . 0 1 ill , I �Ii c 4 "a'. WAIII. ' M. V,~ 5- v + to %.- -� 4- ro v 11L, tic— 4%-1 L_iI,_ ISP. it lot- wy Zri'm 140 ft A_.- i i r Vze -rw 14. .5. NM: ALL *161M MTM11M 100"I AM %#W M — __, OR %%VOW GtAM RM TO W MWAUA"M OF MM11 AM PI vopftrrm OR 1-1-10—M NA M T04vpftv AM 1WTAt4.AT- ALL 0PBAM OP TIMMRM t.FIN 1 1`111- I119IMMA"GU11091 vwlw EM OWA t.WWI" "Oil "sli'IlI01111111 A J_ . . . . . . . . . . . . . . . . . AT." "W AT ALL i1MM MW romratc"1111116W Cold MOM ffA=~#MMC**Aj.rMMEl�MAim 0CWW PIM TO P�ft AM MM 0 Ll I -AV ^1 7A..95 r ^1prp noir A gp _4 %IPAL" -A4 rot TV, xvv.- vF%..-r%3 W. IwA 4_ 4- 1. t T 4;1 "PT &1 0. 'r t7.m %b?,g(w7 In GARRETT A. STRANG architect 1230 Trr*-Ww Street, P.O.Box 1412 Southold, Now York 11971 ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 architect9quixrmtrwt 344 � SA.U.—W 7 TT 7_71- � 5i C( RECEIVED if 1 1015 BOARD OF APPEALS Ym-a w.m.t.j s. i vp -r- UXATM &ASO 10,L...NVpP. L, AP LJ W-9.- L.. scaa A4 "Ossa . P`7 5k wwf - e q err ;, I ­ .If -3--1 N -1 Jan--rl rA^~ A5 A::,- I A--. -V�g t, . IF 0.001LW "", I L I Ic 46 A- -f- AL- 1-1.0%rle W- W- 7 .7 . . . . . . . . . . . . . . . . . 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"!* "i j P..A 4:4 3'. 14 L4 lar U AIML� or TV , L 11 iz Li 7 ­ AP fW F f' ^%�I 'for VOW 4ASIN" PM To W • � 1.N�� tt�ltp'Au.AT'IO1!•�If � f� .��t� � �� AND MTALL*AT A" Tom 0 MTM MCI K=:" SOO" Ut" TO me =OW14" dM,$ I 4MAPW AT ALL l�� AMI f�1R , IA 1 TO 0 r Apr - AL r --T. - LI 4a.. *4 T U 444 MA—4A 06 A Ap, W-1 mxm* At"Itl RECEIVEL APR 1) E30ARD OF APPEALS UAr% A RRETT A. STRANG is- LOUMN architect SCALr 1230 Traveler SbvK P.O.Box 1412 OAU:- . Southold, Now York 11971 .1%. ph...631.765 - 5455, fx. 631-765 - 5490 DIA—M V architect9quinntrmt PFALOM W. 's I BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider January 29, 2015 Garrett A. Strang, Architect P.O. Box 1412 Southold, NY 11971 http://southoldtown.norLhfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 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. S' ere y, Leslie Kan s Weis Chairperson/Dept. Head Cc: Mike Verity, Southold Town Building Dept. Garrett A. Strang Architect 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (631) 765-5455 Fax (631) 765-5490 January 22, 2015 l�CEYV� VAIV 2 3 2015 Leslie anes Southold Town Zoning Board of Appeals Chairperson a�NING �o�Ko 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 upper 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, Garrett A. Strang, Architect Encs. 1.� EXISTING G, KELLY STOCKADE- ILLWATER AVE. FENCE Eft. h 425 ST EX. ♦vJELt (NEIGHiOR) N p F p, BLAKE 285 STILLWATER AVE. EXIST. EXIST. TREE , TREE ,l f� r'` FN15TING �W 0_ 1\tA i J N 4501413Q11 20.38 S 3118 0 32027I II) _ 11►, t SIM � EXIST. CLOSED LOOP 15000 RECIRCULATING SYSTEM EXISTING CHAIN LINK (ORO WASTE WATER) FENCE Sit. h Z LEYLAND / LEYLAND ^/r/ � ♦ � ♦ 1 1 CYPR LEESS I I ♦ _ i 4'.6' HIGH I I I ♦ it ♦ _ i \/�yJATER DR 1 � / I - 1 EX. WASTE WATER FLOOR DRAINAGE 1 1 > 1 TRUCK 1 ' PARKING CONC. STORAGE I, $3 PAD I �? 1 fi �. 112 L i�yi yNG 1 LOA 1 BE H 1 i 1 TRUCK / 1 PARKING r� EX. UNDER( GROUND- WATER TAN C-- EX. 6-dil. X 48"h. ........ ',PETAL STANCHON r, EX. ABOVE GROUND FUEL TANK r -- O r" -- Lr) r' 45 �,�, 13011 W: IZVY�I� y CE�A� ^�pR1GHT YEW 1 EXIST. '" TREE 4 � e =.131-36" SOLID DOME @ 108.7 CF J Z� TREE EXIST. EXIST. TREE , TREE ,l f� r'` FN15TING �W 0_ 1\tA i J N 4501413Q11 20.38 S 3118 0 32027I II) _ 11►, t SIM � EXIST. CLOSED LOOP 15000 RECIRCULATING SYSTEM EXISTING CHAIN LINK (ORO WASTE WATER) FENCE Sit. h Z LEYLAND / LEYLAND ^/r/ � ♦ � ♦ 1 1 CYPR LEESS I I ♦ _ i 4'.6' HIGH I I I ♦ it ♦ _ i \/�yJATER DR 1 � / I - 1 EX. WASTE WATER FLOOR DRAINAGE 1 1 > 1 TRUCK 1 ' PARKING CONC. STORAGE I, $3 PAD I �? 1 fi �. 112 L i�yi yNG 1 LOA 1 BE H 1 i 1 TRUCK / 1 PARKING r� EX. UNDER( GROUND- WATER TAN C-- EX. 6-dil. X 48"h. ........ ',PETAL STANCHON r, EX. ABOVE GROUND FUEL TANK r -- O r" -- Lr) r' SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: 0 75.272 SQ. FT. 0 <. 6"dia, WELL 337.21 GINGPACYA AND EXISTING FIS ESSING BUILDING PROC EX. WELL N p F R GIBBS MAIN ROAD � EX. ISEPTICI I I _'_-----_- LIL 0167 UTILITY UNDERGRO NE D PALE UTILITY EX I'SEPTICI I BLUESTONE EXISTINK NG AREAOMAN I ' PAR EXIST. J. PHILLIPS & J - ROAD HOUSE SCTM 000-103-1-4 I 1 Z EXIST. i� I .� GARAGE -� LILCO I WO EXIs , 50211 ^ 011 -POTRANS ORMER / N 4' G v„ O 11 EX. ASPHALT DRIVEWAY 00 ,�, 119 8 • % LI CO 166 �TILITY I150 FT. RADIUS / 'POLE FROM WELL 1 J EXIST. EXIST. _ TREE J TAKEOUT - -' EXIST- - ♦ "� RESTAURANT-=� _�' I FISH - - G , I EP I r EXIST. ♦ i f TREE MARKET W { f 1 Q V EXIST. S _ O 0 - - - TEST ( THEE HOLE EX. SEPTIC N -♦ to © ® P I EP t ' IIr���JJJ,, I z RAMP \i- BLUESTONE / Lu ® 1 _ ® ® ® ® ® © _ �"'- - �` _ \ DRIVEWAY Z / ERM 1 ``-\ - • ��� � oC � e'- � LOA ING D IN / I �J � S 31 28' 0 H I c; _ M scoRM 0 © 0 Q 0 •p I ORAIi / L ADI C' OLLJ BERT kl- BLU ESTON E SEPTIC ` I PARKING O 1500 RADIUS -FROM WELL SIDEWALK SIDEWALK 1 ' 0 OLANDING ® ' EX ; .r- vs'` M - '58.7' LILCO 169 / 1 LLS --- - TILITY STORM t<^AMPOLE DRAIN / 11 243 O �`t (LANDING 1 �` i © >, 2' dia. S O 1 MAPLE tr1 I z O 3 L j! EX. 1 STY. ��t' •�``L„J` •� MAPLE BUILDING ® ® j T dia. ® ® ® © } MAPLF, N/O/F PECONIC VINYARDS EXIST. L EVERGREEN TREE SITE PLAN SCALE: 1" = 20'-0' EX. 1 STY, GARAGE FX, ASPHALT DRIVEWAY N 32'2B, 00„ W 165.0' N/O/F PECONIC VINYARDS 41 O o ' > I n I N LU 4 dia. ,1'- 3 1 ` PIRCH �0 i0 VE S 31 LILCO 170 UTILITY POLE I.t 1�,,•' 1101. \'1' 1 f1 I. L1i N LuF- 11,1. 1�. I�t.f11. 1, [ (� lh.•' SITE DATA: SCTM # 1000-103-1-1,23 DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 75.272 SQ. FT. 1.728 ACRES SOLID DOME @ 108.7 CF FISH PACKAGING: BUILDING AREA: 15,011 SQ. FT. 19.94% (MAX. 30%) RETAIL (FORMER HOUSE) 1,111 SF ® 1 PER 200 SF LANDSCAPE AREA: 26,907.9 SQ. FT. 35.75%. (MIN. 359/6) 2,700 SF @ 1 PER 1000 SF 2.7 SPACES MEETS AND BOUNDS BY: RODERICK VAN TUYL GREENPORT, NY 9/24/15 LIC. No. 25626 SITE COMMENTS: ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 PUBLIC WATER MAIN NOT AVAILABLE WITHIN 500 FEET OF PROPERTY LOCATION OF WELLS AND CESSPOOLS SHOWNHERON ARE FROM FIELD OBSERVATIONS AND OR FROM DATA OB FAINED BY OTHERS mnF- zsnan PARKING LOT CALCULATIONS: TAKE OUT RESTAURANT: 1,060 SF @ 1 PER 100 SF 10.1 SPACES _ FISH MARKET: 1,410 SF @ 1 PER 200 SF 7.05 SPACES SOLID DOME @ 108.7 CF FISH PACKAGING: 6,710 SF @ 1 PER 500 SF 17.42 SPACES DESIGN FLOW: RETAIL (FORMER HOUSE) 1,111 SF ® 1 PER 200 SF 5.56 SPACES EXISTING STORAGE: 2,700 SF @ 1 PER 1000 SF 2.7 SPACES GREASE TRAP: TOTAL NARKING (INCLUDING 3 HANDICAPPED 47 SPACES 1,312.2 CF SPACES REQUIRED: PARKING SPACES) 70.5 GPD TRUCK PARKING AND LOADING: LOADING BERTHS: 2 REQUIRED 3 PROVIDED TRUCK PARKING: 0 REQUIRED 3 PROVIDED DRAINAGE EXISTING BUIDING AREA: 5,555 SF x 2/12 x 1.0 2 -10'-0" X T-8" _ CALCULATIONS: AND STORAGE: = 925.9 CF SOLID DOME @ 108.7 CF 217.4 CF 518.4 GPD 1 ' II'dia. X 5' LIQUID DEPTH DESIGN FLOW: 4 -10'-0" X 4'-0" STORM = 108 GPD 2. EXISTING FISH PACKAGING DRAIN RING @ 273.7 CF 1,094.E CF GREASE TRAP: & PROCESSING 0.04 GPD x 8,710 SF TOTAL: 1,312.2 CF 3. EXISTING FISH MARKET (0.05 GPD / SF) 70.5 GPD (1312.2 Cf > 925.9 CT) (FOR SITE DENSITY CALC. ONLY) SANITARY SYSTEM: HYDROLOGIC ZONE: ALLOWABLE FLOW: 108 + 346.4 + 211.5 + 64.8 FISH MARKET COMPLEX: IV - 300 GPD / ACRE 300 GPD x 1.72E _ - 732.7 GPD (PRIVATE WELL) 518.4 GPD 1 ' II'dia. X 5' LIQUID DEPTH DESIGN FLOW: 1. EXISTING STORAGE (0.04 GPD / 0.04 GPD x 270000 SF 108 GPD 2. EXISTING FISH PACKAGING (0.04 GPD / SF) 348.4 GPD GREASE TRAP: & PROCESSING 0.04 GPD x 8,710 SF ® 1580 GAL 3. EXISTING FISH MARKET (0.05 GPD / SF) 70.5 GPD LEACHING POOL' (FOR SITE DENSITY CALC. ONLY) 0.05 GPD X 1,410 SF 2 - 8FT. dia. X 10 FT. KITCHEN (0.05 GSD / SF) 1410 GPD 0.05 GPD x 1,410 SF TOTAL GPD FOR SANITAAYSYSTEM 211.5 GPD REQUIREMENTS (70.5 + MI) 4. EXISTING TAKE OUT (0.06 GPD / SF) 64.8 GPD RESTAURANT 0.06 GPD x 1080 SF 5. EXISTING RESIDENCE (300 GPD / RESIDENCE) 300 GPD W 300 GPD x 1 M C� O oU O u XO Q` '(a O u 0 2' 0 U � N0 TOTAL SITE DESIGN FLOW: 891.7 GPD THE DESIGN FLOW FOR THE FISH MARKET COMPLEX COMBINES THE STORAGE SECTION, FISH PROCESSING, MARKET AND TAKE-OUT RESTAURANT, THE EXISTING RESIDENCE HAVE BEEN EXCLUDED BECAUSE THEY ARE CONNECTED TO THEIR OWN INDEPENDENT SANITARY SYSTEM, DESIGN FLOW AT 108 + 346.4 + 211.5 + 64.8 FISH MARKET COMPLEX: - 732.7 GPD 1 ' II'dia. X 5' LIQUID DEPTH SEPTIC TANK: 732.7 X 2 DAY = 1485 GPD @ 1500 GAL. B'dia. X 5' LIQUID DEPTH GREASE TRAP: ® 1580 GAL AREA REQUIRED: REQUIRED: INSTALLED: LEACHING POOL' 732.7 / 1.5 - 488.5 SF 20 VERT. FT. 2 - 8FT. dia. X 10 FT. II' dia. DARK BROWN SANDY LOAM • - - - - - j 1' BROWN LOAMY SAND 2' BROWN SILT ----- 3, PALE BROWN FINE TO COURSE SAND 5' TEST HOLE DATA BY: McDONALD GEOSCIENCE 4/23/94 (NO WATER ENCOUNTERED) TEST HOLE EL.: 31.5 +/- _. !; t MAR 2 7 2015 REVISIONS: W z a w M C� O oU O u XO Q` '(a O u 0 2' 0 U � N0 0 N v .qu v 2 .� X Cl.t. w � 00 u � V. � e-� A a W G DRAWN: MH / MS SCALE: 1/4"=V-0" JOB /r: March 24, 2015 S-1 I t-4 .--Ci/'-7 I-_ s • 42,' i - - -- - - - ----------- I II I I 1 1� 11 j r 1 11 L----L-L------- -----------J L -Ev t. Av 17 J - 1' MIN -I E' MAX EL, A' MAX tr nN o'MN'MN 0'MN ... L L.. 14:35 i I=L irti[. �n rr• n. Ii' NM U• ELr Z - 8pJ x G' S��F i� L�7✓tiG tXl t l!� 'Ps'� L�� / aA _ IF1N5 ED .!I .✓ E E - .✓ I7. aO GROUND WATER FINISHED .11 .11 .✓ CRADE .1• I CRADE FIN. GRADE AT S.T. 'r TOP OF S.T. 1' HIM, 9- MAX, I 11 NIR, E. RAX 13.85 CONCRETE COVER 1 ' CONCRETE COVER -- -1 .• RAX. l"4 1,. - - CONCRETE -" A• MAX. j CONCRETE CHIMNEY •,� •SUPPOE�'411"I WATMtAUTIMP-TY CHIMNEY F_ l.y I -Er• -I "Is Drive posts securely at least 16" into the ground on the downslope side of the trench. Space posts a►'� I-E�•-I maximum of 10' apart if fence is supported by wire or 6' apart if extra strength fabric is used without ' INLET -- �iw 7rL.FI I-V BUILDING AREA -�, t.ow -t-moPILl6 I u -nos E , m�L; 13.)r amain t i Yi of fabric to upslope side of fence posts.- Avoid joints, particularly at low points in the fence line. Where E_- I a , c J t� 2 0. �•/ ►tet 1 T Y Existing 1,308 sq. ft. Proposed 3,600 s ft ,ny,• ' i M� �eAt1si ' over the fabric to the ground line and compact with power tamper.WW I OTC • "POM W Itm Inspect silt fence periodically and after each rainfall event. , o ire 0❑ o 0 0 \� �'v, s rr� 00001=1 --�- - - - NUMBER OF BEDROOMS 1,023 SQ. FT. t A • . Remove all fencing materials and unstable sediment dept -sits after the contributing drainage area has been �; t.�lE 4aEE/ Lo .506 SQ. FT. Existing i p 132 SQ. FT. O �r i 2 PROPOSED BUILDING AREA Of E►_. 14.5 / V Ld � w 1! '1_n F W. � \- \ � 516 SQ. FT. a \� / 3' MIN. LEACHING %// ''''% �W �� ` a' MIN. - %/i coLult LEACHING x 'SECTIONS // �'+ - COLLAR SECTIONS i I �,,� - "Y WaVt_r " \vt t-1 G �i EXISTING , 08.4% ri PC +�4 b i 17.6"/0 • O ^ I r r I - i- ' t• I r L. 7 MIN ,• urv. 1M[Te•7�W G,%O '�_ I Mf• A N•L�N Si Jar �L' Z.7O' � A' wN KNR•ru� L J MR. A N•CiM SnV�. .r .• ...o c..,Tl / �1• HX;N SFA4M+AL J. N a.rH •vn r...�.t CR.lr1.M•A.FR - __..-- �� ►� •----�--...-�3 MIGM lUSd+•L `�J. 6r-AnMA.E. LACK FILL uATCR1AL TO tE CLFiw SAND AND GRAVEL I Proposed ONE (1) 1,000 GALLON SEPTIC TANK UCK FILL MATERIAL TO 1E CLEAN SAND ANS CRAVCL .-�"� Z - 8pJ x G' S��F i� L�7✓tiG tXl t l!� 'Ps'� L�� / aA I7 E7• Fl1r-I� se_ tJ E� TEST HOLE MADE BY McDONALD GEOSCIENCE Dated November !, 2011 , Z 7 aA117 tA T re- Ll C '; U /J Wi s H d t1 -Y -' c - `1 ` J 40' a (, r' ` / `------� \ ' `� Fltil. Ft.. �_ ...-.1Lv-V'ILITY ` J L�.r1VLrlG TO Z /\ ` r-.• ` .4- z� �� : r•� -ro Jt I I U) c � -� 7- � y \ ��u�►-•+�,rE:-uc.-��E-'• f �TJL-Y" r ' �_ Pear'. 5-r��<- 'j. 1y1 '' �• _. , t -..r r � � . Nl ! L-A- VN IF -•i4 U ri m .Z \ `\ '� V Ali /- --,•-_--_ - f � � I � J � - �-�i � ��.,� \ I � 4 � ,N F- I �•-•, . i- L_ . (� l..r j q .4 ') � � t I � � t � N ,r i 1 %yr Yr�v�v'�1�tj _J e- e2 U n. x L ` 2 C3 .. T t r / ; - - I I1 I t--1 .� ✓ � s QTc...... ... - _ ti--�_-- T. � ti J I ----------- - -jA' �''. ✓ I ` %"' �T� LK -PIE.'' Z: 8 L e gti T- F _ \ X .1•X L5S_. 0 •-7' G-I�<1 L r- ---`'-- zc' r �� _. t i` l -`} �-t. Z 7' t L --T- F- _?-t l 1 v A -•1 ! - ''st \ - �4 _F_ 8 4-�v c.2'p -'G� N 11.6,'b�Y U t� �V�.� L.I,;O NOTE: - THO SM PLAN MtAI> I-PrO!'f111' I'rMI>m Mi!"OI�Ai10N TAKr1 r110M, A itl WWMAM NY MAi'}MMT rCOMO Wo•I.AW wWRM .--#+SIN► c; AILYn" i i 1> Y All LJ G u �11 T" ! J L. i I L /_ t-1 C•� -� PROPOSED SANITARY SYSTEM ELEVATIONS Fr ST FLOOR ELEVATION 19.00 EXISTING GRADE AT BUILDING 17.00 GROUND WATER 2.70 SOIL LINE AT BUILDING A FIN. GRADE AT S.T. 'r TOP OF S.T. 15.35 REPLACEMENT SANITARY SYSTEM DESIGN 14.35 S.T. OUTLET 13.85 BOTTOM OF S.T. 09.85 ' 17.00 TOP OF L.P. DOME IRA- X1-7, l"4 1,. - FOR RECONSTRUCTED RESIDENCE L.P. CROSSOVER OUTLET 9.08 �• •,� •SUPPOE�'411"I WATMtAUTIMP-TY t. , -` UK l.y "Is Drive posts securely at least 16" into the ground on the downslope side of the trench. Space posts a►'� Q:1PAi maximum of 10' apart if fence is supported by wire or 6' apart if extra strength fabric is used without ' V,..¢e__ -c- V_ o V BUILDING AREA - Fasten support wire fence to upslope side of posts, extending C' 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 E_- I a , c J t� 2 0. �•/ ►tet 1 T Y Existing 1,308 sq. ft. Proposed 3,600 s ft > / w 4P ' i M� �eAt1si ' over the fabric to the ground line and compact with power tamper.WW • "POM W Itm Inspect silt fence periodically and after each rainfall event. , Should fabric tear, decompose or in anyway become inef`-rtive, replace it immediately. ' NJ --�- - - - NUMBER OF BEDROOMS 1,023 SQ. FT. t A • . Remove all fencing materials and unstable sediment dept -sits after the contributing drainage area has been �; t.�lE 4aEE/ Z. 50 .506 SQ. FT. Existing i i it 132 SQ. FT. ♦� 1,874 SQ. FT. PROPOSED BUILDING AREA E►_. 14.5 / Proposed 3 • 3,016 SQ. FT. 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. to the start of any construction activity for the purpose of verifying the proper installation of all OPEN PORCH 328 SQ. FT. required erosion controls and a fuu understanding of all SWPPP requirements. Failure to due so WATER SUPPLYf �'+ will result in an immediate suspension of the work until all requirements are satisfied. • , ��� - LOT COVERAGE WaVt_r " \vt t-1 G �i EXISTING , 08.4% Existing i SUFFOLK COUNTY Proposed ' WATER AUTHORITY +�4 b i 17.6"/0 • O _. - SANITARY SYSTEM / �1• __..-- �� ►� �,.'� Proposed ONE (1) 1,000 GALLON SEPTIC TANK ® 'r .-�"� 77 s • �' TWO (2) $' DIAMETER X S' DEEP t 4 M 4• I t !+r >,t t • LEACHING POOLS it "" r 1- ' ,= I r-•1 t. „�- r� �:, - s r to � J �.� �, t, w _ � A _ � I7 E7• Fl1r-I� se_ tJ E� TEST HOLE MADE BY McDONALD GEOSCIENCE Dated November !, 2011 , Z 7 aA117 tA T re- Ll C '; U /J Wi s H d t1 -Y -' c - `1 ` J 40' a (, r' ` / `------� \ ' `� Fltil. Ft.. �_ ...-.1Lv-V'ILITY ` J L�.r1VLrlG TO Z /\ ` r-.• ` .4- z� �� : r•� -ro Jt I I U) c � -� 7- � y \ ��u�►-•+�,rE:-uc.-��E-'• f �TJL-Y" r ' �_ Pear'. 5-r��<- 'j. 1y1 '' �• _. , t -..r r � � . Nl ! L-A- VN IF -•i4 U ri m .Z \ `\ '� V Ali /- --,•-_--_ - f � � I � J � - �-�i � ��.,� \ I � 4 � ,N F- I �•-•, . i- L_ . (� l..r j q .4 ') � � t I � � t � N ,r i 1 %yr Yr�v�v'�1�tj _J e- e2 U n. x L ` 2 C3 .. T t r / ; - - I I1 I t--1 .� ✓ � s QTc...... ... - _ ti--�_-- T. � ti J I ----------- - -jA' �''. ✓ I ` %"' �T� LK -PIE.'' Z: 8 L e gti T- F _ \ X .1•X L5S_. 0 •-7' G-I�<1 L r- ---`'-- zc' r �� _. t i` l -`} �-t. Z 7' t L --T- F- _?-t l 1 v A -•1 ! - ''st \ - �4 _F_ 8 4-�v c.2'p -'G� N 11.6,'b�Y U t� �V�.� L.I,;O NOTE: - THO SM PLAN MtAI> I-PrO!'f111' I'rMI>m Mi!"OI�Ai10N TAKr1 r110M, A itl WWMAM NY MAi'}MMT rCOMO Wo•I.AW wWRM .--#+SIN► c; AILYn" i i 1> Y All LJ G u �11 T" ! J L. i I L /_ t-1 C•� -� PROPOSED SANITARY SYSTEM ELEVATIONS Fr ST FLOOR ELEVATION 19.00 EXISTING GRADE AT BUILDING 17.00 GROUND WATER 2.70 SOIL LINE AT BUILDING 15.00 FIN. GRADE AT S.T. 17.00 TOP OF S.T. 15.35 S.T. INLET 14.35 S.T. OUTLET 13.85 BOTTOM OF S.T. 09.85 FIN. GRADE AT L.P, 17.00 TOP OF L.P. DOME 15.50 L.P. INLET 13.75 L.P. CROSSOVER OUTLET 9.08 BOTTOM OF L.P. _ 6.75 s ` h' . RECEIVED JAN 2 3 2015 ALA�,l T .... - ZONING BOARD OF APPEALS LEGEND { - "S.T. - Septic Tanksly Volume - , "L.P." - Leaching Pool 2- a' dia. x 3'- 6" deep storm drainage rings ( 295 cu. ft.) With slab and piping. *ft -AMA 'XW $a FT. AREA IS SERVED WITH PUBLIC WATER BY SCWA. 1 Volume - NO PRIVATE WELLS KNOWN TO EXIST WITHIN Provide - 2- 8' dia. x 3'- 6" deep storm drainage rings 150' OF SUBJECT PROPERTY. e ( 295►cu. ft. ) With slab and piping. v . tu-'1 . n - s +o R •i�rri ML Volume - 1,248 x.167 = 20E cu. ft. ..SV • w. - SILT FENCE NOTES -tem amnotr •. •SUPPOE�'411"I WATMtAUTIMP-TY Locate silt fence at -least 10 feet from the toe of steep slopes and nearly level throughout its length. UK Dig a trench approximately 6" deep and 4" wide, or a "V" trench in the line of the fence. "Is Drive posts securely at least 16" into the ground on the downslope side of the trench. Space posts a►'� Q:1PAi maximum of 10' apart if fence is supported by wire or 6' apart if extra strength fabric is used without ' support wire. Adjust spacing so as to place posts at tow points along the fence line.114my.0"Nt.im - Fasten support wire fence to upslope side of posts, extending C' 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 • •r; .-,-�•-• . •-:--•-_---_-.... -- _ ._ , joints are necessary, fasten fabric securely to support posts and overlap to the next post. ' Place the fabric in the trench so bottom folds across the bottom of the trench. Place backfill in the trenchR M� �eAt1si ' over the fabric to the ground line and compact with power tamper.WW "POM W Itm Inspect silt fence periodically and after each rainfall event. , Should fabric tear, decompose or in anyway become inef`-rtive, replace it immediately. ' EXISTING BUILDING AREA ` -Remove-sediment-deposits promptly-to--provicl"dequate stofage-voiwnefof-the-rnxt-rain event and to HOUSE 1,023 SQ. FT. reduce pressure on the fence. Exercise caution so as not to undermine or damage fence during cleancut. PORCH 153 SQ. FT. Remove all fencing materials and unstable sediment dept -sits after the contributing drainage area has been STEPS TO GRADE 60 SQ. -FT. properly stabilized, inspected, and approved. Grade and stabilize all disturbed areas as shown in the re- GARAGE .506 SQ. FT. vegetation or landscape plan. COTTAGE 132 SQ. FT. 1,874 SQ. FT. PROPOSED BUILDING AREA HOUSE WITH NOTE: ATTACHED GARAGE 3,016 SQ. FT. 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. to the start of any construction activity for the purpose of verifying the proper installation of all OPEN PORCH 328 SQ. FT. required erosion controls and a fuu understanding of all SWPPP requirements. Failure to due so STEPS TO GRADE 88 SQ. FT. will result in an immediate suspension of the work until all requirements are satisfied. •3,948 SQ. FT. - LOT COVERAGE WaVt_r " \vt t-1 G �i EXISTING , 08.4% I~ >= l.t G � , C 14 '/L c i,. �v s T _ PROPOSED 17.6"/0 A i 015244 N G V_ a Ll 1-•1 v I I I,_1-T"",Aa r•L _P", /--. G 0-�A 5' Vr C ARM A. C • . architect .1230 Trowdo 9wee PA8=1412 80111,11dwi i, Now York 11971 ph. 631- 765 - 9455, hL 631- 765 - 5490 STORM DRAINAGE CALCULATIONS System " A " : { Roof Area 1,442 req!. ft. Volume - 1,442 x .167 = 240 cu. ft. Provide - 2- a' dia. x 3'- 6" deep storm drainage rings ( 295 cu. ft.) With slab and piping. System " BEI . Roof Area - 1,470 sq. ft. Volume - 1,470 x .167 . = 245 cu. ft. Provide - 2- 8' dia. x 3'- 6" deep storm drainage rings ( 295►cu. ft. ) With slab and piping. System " C " Roof Area •- 1,248'sq'. ft. Volume - 1,248 x.167 = 20E cu. ft. Provide - 2- 8' dia. x 3'- 6" deep storm drainage rings ( 295 cu. ft.) With'slab and piping. tiMP, -we ALI s�U G- '1 JL5 7- 1'4 •(l( A nn. n v4. <�t� f I`;! ­tic k'-- 11- 7- 1 1 1 14 E✓_,/ I W27-11 . .i c�1:-- -!S e- H 12-24 (3 PSSUC_ f''v1M- V-'1�' I NOTE: Contractor to provide and install %11 diameter by 10" long (minimum) galvanized anchor bolts for „ to ,1 is P:C. foundations or is long (minimum) galvanized anchor bolts for C.M.U. foundations with 3 x 3 x /4 washers and properly sized nuts spaced no greater than 61- 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!1. max. from comers and 6"min.-12" max. from ends or splices of plates. 40TE: 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. A _8't PG. FD U N f7X-rl�0a9 \VA --L OH 8xtG' lid/„ � �t , ov'rlrtG. sem-` 3'_0^ Z S' I G - o'� 2=8 f !o -D 2- 7 -8 Z'AL1 ID -D �P. P -t -J Pis.5/tii_i-1`r T Y T- I G� tr -F:i d t' w • 1 I I `tQ ' 00 I I I I x Z�” N.-_"'t"Y P4v— t 1-•l moi- I I F- g�38 -8' 8 G' -¢"II -7 _ 8 -Ira T, Y�TvZ. 81 a ..B,.k Ir I- S"� Ido UESS ( � �1�0\Y `CO f' DF -• _, otic )Z"r�L�F-"-P. z: 10 'j3�t0\V TOP___ � I 1 - o r+ 1 z x z-4 P G, t= -t'G�.. Q .:.. �1 �1' x I of f i'u.� 4 L-o�. + Z- Z G Z 1-o v r -t �s-'t I o t- ( i rt V F T4 o s- lr d� . - 1~ N x -' I � A�q-lm N- I ZX 101,.1. I �_ ice, O•. ��- N I Zuoo FJ. I ..r}� I OP�I-1IN4 l o= b" i, -,d" , I &,, o- N� `v � 1 G \ -1 �}" i�G• L-A-t� \\//GK�0 1O/1�. �u w..F , — "t 1 3 N � N �� two �-• � h. i- tz< I t:tz. - - _ _ . . I — 3' G b -1 "c0 ' I x ; x 1►, � 'v � N I ( -� � :t- � N I I � - t II ++ U I� t".S `k M t� '_ 4" 3'_ I� 1- .+ G G N Q- I (Z 8 ,t , Ll �(�rG,.t,r-1�, a . r -Z- b• o- L _ J _ _ I rT X07 _► u� ,1=4 f _ s' a i_4' �� �-5� g„ I, ¢' s=o' 0 1= x I, a I l 1-- --- - , ! I J I `♦ i '_ I I I 2 - I !\1 tS l X I N L N! I I r- -;- it6�- O" NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OfAERWISE REQUIRED; MUST.BE -.• .' ' ::'' NOTE: SUPPORTED WITH SOLID BEARING BELOW ,WHICH IS. CONTIOUOU6 DOWN TO FOUNDAT1bN ; : CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND 0 Q, ORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. WALL, PIER OR STEEL COLUM?4'19BASEMENT AND/OR CRAWL SPACE AREAS, i I, Is uxvr•T wv-rvl� >< .� v „I I SII tr u. I - I I 0 0 l foo -c' i► 1J - (__ 8 2-0 4 5- 4 13 I - 2 t —`M NA� p,a� r r@,, T Ic Q Tj 7- 8' ( 7 0IQ , ,7 _ v I' 13" 1; V- LL L ai I N I I Q P L 5<� FO V� t7.o."1--, D .� �•l/�. t� L_ /�•-T I�oG7 41; ' (� F 11 ee S- 4 L Obi. I o POI K E.'� 1 x �' � �� N IL tJ J :v N —P, D 2 i; `v X _ �_ - _---- _ — _ —_--- _ — - ---- _ --_ — _ - t � '� i '2 _ o • � `�,. ��'-� � � � Z � I � z .,r �: N � X i j v N J I � jL e � N 0. L T - - :* tx \ I N I p F r1=�_-�;..� - N I r� N I A I _, N _ • ,� V - _`t 'f'" C'. 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J , N � px_T[..Yw>7• mus} 1 .�.oJe-- rH�n,r►a t'H"�"'r�tS ^" -_ A_ ( D, c ' w - k x X _ �►- r ° `� I Cr 'LIiJJ_.'K•r..l.?.I�•-r<-Sa,. _ -.; � I � I � 1 ,�,-r oc-�ly 1!-tC{ I N p L 7 t ,v 1, I 1 ' 0— Q„ ' - - - - ' 145""vGo N G, FI[-1..�.tFi� IG'• � G. 1'-I E_(Z r.�P �f"PI GtZ p � - — — — - P:G. >F.�w_.T.l_w.1.�,:T >~. mor-�vYscs�► s�-� ON 1Z"x Z4" PL• Fits IO 4�F-L.,2 ... ��'�!�C. :� . ,,�,�,_ , _,�•_, I N �y,,.. '�' /�, I 1" �• �� l � 4 LD G. "rte � !J F F- u Tf� YY1�/<TGG T - - - - -- — --- -� L- �' 4 I.o�. ^�� t`--1 S• _� I - - — — -1 i� 17 Tom,/n1.Tr—. -3H I E -"P, ,.ev -".A. i G ►i O i� 35 ,>L `` L.1 's4JC \VI�•aFi tGZ.f.� SYMBOL i ;'. i.: '� R"1b::L-i--' /.. �^'� i; i FOOTING X. SIZE . PLATE PLATE SIZE 4" dia. • 5" x 22" x 3/8" w/ vert A conc. filled 8"x3"x3/6" @ 45 angle 11" x a" x 3/3",, - - 32" x 32" 12" • �: T•,t:' TG..=-�c....�>� ort .. ...�.• ,../��7�'��/!�.�: .:_. -'�,,r�c. 3`i►.K-lz'tr;r�_ 4" dia. f�' �a. I-.• A_ --r- . t� =� H .. :�.arb-�...>�u�z.>= �t";r.��:. . iGrcJS.Y.::� i'it�,: ' _� "liJ2//-�r'A:G'-("ic'-P i' P•.s�• Conc. filled 4"x4"x114" @ 45 angle i" x i" x 1/4" �-- .Tam . . `•r�'�._�Sz-trC?.c:J:1•.1FE�t�_ . _ - • : _ ... .�?f%Y_PlG:r!•al.i_.. .,.i,r,_-:,,.: r �< -jam 1/ � � I � .. ._. : `:•'Fk�: _' �- • :> .� "isJf6" tr[rz� r t7- - 51171T�1�i -AZ> ti247 .._G.Yt�..�c�r�.�.:iz2=i/.t�' ...77_f,•1 t Sy'. FELT •f.. )/Z". . _rY r. - .__- dor►=tT-_e�'tr�� :,-..•I.•� "--..s�rr-t.�c.Kr�_ �- ' I Lit e0 3 Gvsrs z �y3 - : --•4•" T'G%-�L/�6 ��1�---- _ ._ •�.'�i -d• TG: F�iJ.U1-:�ATiQN G L, !4A ko-ie!1:9 \Y. '`1fa.1"-�`:.�Z13_. f , _ �Y/f,_4` ..! 1-i _ b••X. 1 C- COLUMN AND FOOTING SCHEDULE SYMBOL COLUMN TOP BOTTOM FOOTING SIZE . PLATE PLATE SIZE 4" dia. • 5" x 22" x 3/8" w/ vert A conc. filled 8"x3"x3/6" @ 45 angle 11" x a" x 3/3",, - - 32" x 32" 12" ' Lally reinforcing late (� x G TG 4" dia. 5" x 14" x 1/4" wl vert I-.• A_ --r- . t� =� H , B. Conc. filled 4"x4"x114" @ 45 angle i" x i" x 1/4" 24" x 24" x 12" Lally reinforcin late 4" dia. Conc. filled 5" x 6" x 1/4" 6" x 6" x 1/4" 16" x 16" x 12" tall • • -L ----------- — — ,— — — — —---->-�- °o ^� _ .F�.0 I-( PA ---r o Vis.. A•2 L- f------------ , o ty "� �, — — I i •.04'x'11-14 . �r �'T.. 3 LO.':.. . 7 - +- NEW INTERCONNECTED FIRE DETECTION DE=VICE WITH AUDIBLE ALARM INSTALLED AS PER CODE V7A---r I O IJ / ?--? A 6 � //\ F:---NT -T-7I,.--AI\,1 Vi Gr l R 17 L7.� IL f -Ta_ --r wl42rz- (� x G TG I-.• A_ --r- . t� =� H To CG Es -r, T • r .. ^ - an � .. � � GONG• �ILI.. �1j-' . TUr- e- � scii�� - t-/2.,� i•_o-,- Al ' • -L ----------- — — ,— — — — —---->-�- °o ^� _ .F�.0 I-( PA ---r o Vis.. A•2 L- f------------ , o ty "� �, — — I i •.04'x'11-14 . �r �'T.. 3 LO.':.. . 7 - +- NEW INTERCONNECTED FIRE DETECTION DE=VICE WITH AUDIBLE ALARM INSTALLED AS PER CODE V7A---r I O IJ / ?--? A 6 � //\ F:---NT -T-7I,.--AI\,1 Vi Gr l R 17 L7.� IL f -Ta_ --r wl42rz- NOTE: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING SYSTEM INSTALLED AS MANUFACTURED BY "GRACE", "CARLISLE" OR APPROVED EQUAL. GARRETT A. STRANG • architect 1230 Traveler Street, P.O.Box 1412 Southold, New York 11971 ph. 631 - 765 - 5455, fx. 631 -765 - 5490 architect@quixnet.net V "fOUND'ATION NOTE$ 1. All footings shall !sear upon undisturbed soil having an assumed bearing capacity of 4400 p.s.f. Bearing copecity of soil is to be verified by the centractor.prior to placement of footings. 2. , The Contractor N to verify all field conditions prior to beginning'of construction and is to report any and an discrepancies to the Architect immediately.. - t 3. All construction must comply with all'national, state and local codes, latest edltiers. 4. Alf concrete construction must conform to the American Concrete Institute's "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"' ACI -3111, latest edition. S. All masonry work shalt conform with "NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS" intent edition. _ 6. . The ultimate compressive strength of concrete at 28 days will be: Foundation i Footings - 3,000 M.s.l. Floors i Slabs - 2,600 p s.i. 7: All concrete slabs will have expansion and control joints as'required. i.. All foundation walls must have Ya" diameter by -,10" long (minimum) galvanized anchor bolts for,P.C. foundations,'. or It" long (minimum) galvanized anchor bolts for C.M.U. foundatlons with 3"x3" x Y." 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 pie cad 4" In from face of foundation wall, 12" max. from comers and 6"min -12" max. - from ends or splices of plates. f. AX, post footings must have proper post anchors "Z -MAX". coated and imbedded 10" (mMim�n) Into. ['y concrete footing .. .... .. ... ' �{ _. TITLE D ''l7 ��" Fi�j i� t:- \\/ i7 %a 1. e!': FO V-01► t ----I )GAT H L t: M l --t F -:r- I V7 ` LOCATION $0� 3 e? nil i�id N I G -r-, -'ilk i.•\/ La ';r, 1;_�-L_ til �•w �o Iz Il.: --� . SCALE REVISED DRAWING NO. DATE - IZ-Z4•-1� DRAWN BY lC� PROJECT NO. , D - I�• i - I vF to r , NOTE: 1' CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. I 4XG� �,�xo t/'4xG _ r W 1 •-+-�-U LST 1 .9 ,_.i irl N. Ftr ✓,l 1c. ,.. �s r. c. c. livX TLY\V T7• fiut�r✓s9J>L 4LVe-D s/ hl/a_lt-=•x-17 Tv .�� 57 ti"Yr(Lii� .. .T7975 Tom. TJX ✓r dG-(SIG' A— _r, IJ I__I A.1i SHV\ -/1-" .9H V r_,•._\VIW44- z . 8 9. T. ''i 1 t_ 1. a!, -A 0 ' j:'� 'y, -t"� �_.•-�Tc.r� G 1 �_v <v .c,► _ ' '��•11-t- �G,�. �. �-'TE=.-iniTE� / � I _ t1�e9 L.'T IG.�P TJ (►• 6 GGA-, A.1-IGH.�1L gO1..�Ts TG. -51 L-/- VAt rr.71G .+'� 11JTGNP�L7-'TO �-GG C.PT pe 2 D we 10, fo � .J • T.G. t-JUtJ vi>T1JN o j) '� 1Vqj fn � �c Q. �. �. �. %�4 Z 5 rV N r N 2K4 -e". x I �fG"irvy . � t}• 0 � I - 3Yz.x.1 (td-_TtiJZA-,L .ti !^_ 3%z x 1 t 114 rA' M-All:�.A_/ti N - 1 •-+-�-U LST 1 .9 ,_.i irl N. Ftr ✓,l 1c. ,.. �s r. c. c. livX TLY\V T7• fiut�r✓s9J>L 4LVe-D s/ hl/a_lt-=•x-17 Tv .�� 57 ti"Yr(Lii� .. .T7975 Tom. TJX ✓r dG-(SIG' A— _r, IJ I__I A.1i SHV\ -/1-" .9H V r_,•._\VIW44- z . 8 9. T. ''i 1 t_ 1. a!, -A ` I ' j:'� 'y, -t"� �_.•-�Tc.r� G 1 �_v <v .c,► _ ' '��•11-t- �G,�. �. �-'TE=.-iniTE� / I I ' _ t1�e9 L.'T IG.�P TJ (►• 6 GGA-, A.1-IGH.�1L gO1..�Ts TG. -51 L-/- VAt rr.71G .+'� 11JTGNP�L7-'TO �-GG C.PT pe we 10, fo � ,�� • T.G. t-JUtJ vi>T1JN . � 17 1" -..?O "'tom ('tii G. ' . fn � �c i ST U '/Z 1-1 u -r A -I' EAGN GDL. _ i'I-4CZ,t1 4•}i fJL�GH c tom'-1TLty tr• .s ai ri =:aF Sv�Tn-t t� J-._>M.A-9PIT- IZ)N/LI.- moi--' I/2�f1 GAL V. TN♦:1:,/.Dr_v HL -,g GdL_u Lj I -I Gt ,- t, G1FzTiE_roe,-. ....... fs 1-! D Y te.•p \v/ r �r ail-IGH�i�- -•�. .. . ti • 1 y" 4't- FOvY1N4 ••'�a'.,.`'1 ���TNt.�h-.�1=:� Q-Qt7 T Y T_ t' GA- L. GOLIJ//-r1. 4yc6 V V 7 NOTE: "~ • +... _, „.,. .. .. ... .. _ CONTRACTOR IS TO SUPPLY AND INSTALL, AT ALL'OPENINGS OF THE BUILDING; SELF ADHERED WINDOW AND DOORIFLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. �•ao- 251/z x 111/+ V NOTE: ' INTERIOR WALLS OF ALL ei2DROOMS, BATH AND POWDER ROOMS SHALL RECEIVE 3-1/2". UNFACED SOUND DEADENING INSULATION. ENTIRE FIRST FLOOR CEILING SHALL, HAVE 5=1/2" UNFACED SOUND DEADENING INSULATION. NOTE: :. EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SURPORTING TOP PLATE OR GIRDP.)q AS PER CODE: - CONNECTORS fiMUST BE. GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIEr"SIZED AND INSTALLED IN ACCORPANCE.WITH MANUFACTURIMS' . SPECIFICATIONS: !IC -O 3-Z/ Z.G 3-S/s _ z -S S -S 2-8 q_ p 2. ! y 2 •. Q•O• R•O. ?z,o. R . a O. >�,a R. o• fzr o. ,o Z�210 >«f AZI I I zK1!z>< I zx ,Q Z x b I`• J. Z 2 S ------ I I. I V I 2• Z x S 2- Lx b I-Zx $ _ 2-z x s o - N —'r '� >� \ �►�----- — -- 1 �9 f �F�il L C} 1 &:: G 4!'a,- t a I♦ A f — L�_, —,- x j 7 0 7�, ,. p "�- 7 .IC 14 In - a- Q zO I 1 z %— -:_ _ { h =♦ v \ tr I f Y 41 cLv 7:`_-.6 LlI Y� I N 6 I 0- - — - g .111 P. o • e- 2-Z.cb 2-2><S� �.. �, I`r 3-zKIZ _ -1 �j X aw N = ' >; to 1 •3 a �>3 .1 H 2-2x8 M M 2-Z><8 z ��� �•-%ti ..------ m�""^` _ -r�Vzlos - :V 4 a -3- 19' o ro 01r-�►1F-v0-w__ I %b 14 > (v °a L \VZ105y I V I I IT WV C.P. 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TG. -51 L-/- VAt rr.71G �•ao- 251/z x 111/+ V NOTE: ' INTERIOR WALLS OF ALL ei2DROOMS, BATH AND POWDER ROOMS SHALL RECEIVE 3-1/2". UNFACED SOUND DEADENING INSULATION. ENTIRE FIRST FLOOR CEILING SHALL, HAVE 5=1/2" UNFACED SOUND DEADENING INSULATION. NOTE: :. EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SURPORTING TOP PLATE OR GIRDP.)q AS PER CODE: - CONNECTORS fiMUST BE. GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIEr"SIZED AND INSTALLED IN ACCORPANCE.WITH MANUFACTURIMS' . SPECIFICATIONS: !IC -O 3-Z/ Z.G 3-S/s _ z -S S -S 2-8 q_ p 2. ! y 2 •. Q•O• R•O. ?z,o. R . a O. >�,a R. o• fzr o. ,o Z�210 >«f AZI I I zK1!z>< I zx ,Q Z x b I`• J. Z 2 S ------ I I. I V I 2• Z x S 2- Lx b I-Zx $ _ 2-z x s o - N —'r '� >� \ �►�----- — -- 1 �9 f �F�il L C} 1 &:: G 4!'a,- t a I♦ A f — L�_, —,- x j 7 0 7�, ,. p "�- 7 .IC 14 In - a- Q zO I 1 z %— -:_ _ { h =♦ v \ tr I f Y 41 cLv 7:`_-.6 LlI Y� I N 6 I 0- - — - g .111 P. o • e- 2-Z.cb 2-2><S� �.. �, I`r 3-zKIZ _ -1 �j X aw N = ' >; to 1 •3 a �>3 .1 H 2-2x8 M M 2-Z><8 z ��� �•-%ti ..------ m�""^` _ -r�Vzlos - :V 4 a -3- 19' o ro 01r-�►1F-v0-w__ I %b 14 > (v °a L \VZ105y I V I I IT WV C.P. I - F 4xt: Z-Zxtz ,► I , < - -, , �4- n . 31 N r r r r S •r n r " ' ✓4 3 -la = 3- 03- D 3- p 3- Z /.+ G 4 v 14 I o4 2oGsR _+ x 3 G N - - >< ✓ Z -2x1 L 3,p« 4• o .1 "_ N '°Q 'f `� '� 1 � 3 - Z x t Z- � �' l ♦ � G A -la 4x� J p 0 4 zO :0 b 7 / ., p +' ♦" u ' D t 7- 4 O 'i D 2- � 9 � V E � �. j =_ P► S f�- P E.'T-�.,G �O fes: _ E p. I ...•- % N h I►t L _ = 4 _ x N : I y cQ I 'N N 3=z,c I Z_ J�4q/ -� in 1 -� N :� N III. No 3On zv=z."oF4nrZ_N QL a i - o N 0 \ Sy4-.a� 1.1 %4 . PA.,t�/LfiC"- I I �_—�`. p.,(/i x 1 1 %4- T'f.�LL_A,1^ X 1 - �� � _ X N hi r `r..vd✓ vp N 1`Z-, A titit cr -N ' .G 1 i3 - O Z „ L .►t►_.1.-r..•./ IJ.1- >� : � �,( P. `P.-t•c�.:�'izv q- f : G X � N n t 2`2X8 Z- a . P.T. SIL,_ ,�►-. ;ci'-• I - _ Z-Z.C(L 2-2x8 2 -Lx b 2-LXS + (\ iJ b IT��i 1. sz \�ZZ I ''< G G 6x G -1Zvz6SL I I I .r G 5 I .. A t1.G H .o � �o t.-'("�• , - --- T� �i�Tf:..Ti G I f:Lv-�.. ti_- - ' 1 - - i¢i 2--w-- T' � /A T -/A b ILL - ►,t t2 -t7/+`/�•(•-1�.�vF•►+-•lam. ' :. � .• '- - NEW INTERCONNECTED FIRE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLED AS PER CODE 7F5, F� a zS-3 J t *z' �- �5: -, 1 tt-, - : -_ I V 1 . .. _.__ _...:-___-_-:;:fi���.��5.::.�.''y""-.l�il=.1-1�--{-'C�US1✓ tV 1'T•E-t __-- _ .. -__ __.._ __....->�---��Al��l-ti-iG-s ::_.'�O:'LTG/=.� dPE.-=I,-c.►►�.C�S T r, / —' •/ `.'�;... - - t' - '.f:".'._.i,:t '..'•y .:, -NOTE: ALL POSTS SHOWN ON THE DRAWINGS, OR OTHERWISE REQUIRED 'MUST IBE' i:r;_:,_-:'; _ .., SUPPORTED WITH SOLID BEARING BELOW, WHICH IS CONTIOUOUS DOWN TO FOUNDAMN WALL,, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS.­.- NOTE: fiEAS:`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.- NEW ONDITIONS. TG. -51 L-/- VAt rr.71G ° ':t; _ . N J -TG1-•( C�'>7- TG /►-GG �.-T� T pe 10, fo • . � 17 1" -..?O "'tom ('tii G. ' . � �c Q. �. �. �. Z 5 /A T -/A b ILL - ►,t t2 -t7/+`/�•(•-1�.�vF•►+-•lam. ' :. � .• '- - NEW INTERCONNECTED FIRE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLED AS PER CODE 7F5, F� a zS-3 J t *z' �- �5: -, 1 tt-, - : -_ I V 1 . .. _.__ _...:-___-_-:;:fi���.��5.::.�.''y""-.l�il=.1-1�--{-'C�US1✓ tV 1'T•E-t __-- _ .. -__ __.._ __....->�---��Al��l-ti-iG-s ::_.'�O:'LTG/=.� dPE.-=I,-c.►►�.C�S T r, / —' •/ `.'�;... - - t' - '.f:".'._.i,:t '..'•y .:, -NOTE: ALL POSTS SHOWN ON THE DRAWINGS, OR OTHERWISE REQUIRED 'MUST IBE' i:r;_:,_-:'; _ .., SUPPORTED WITH SOLID BEARING BELOW, WHICH IS CONTIOUOUS DOWN TO FOUNDAMN WALL,, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS.­.- NOTE: fiEAS:`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.- NEW ONDITIONS. 0- I 5 I :. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. NOTE: _ -..----.-.CONTRACTOR IS TO SUPPLY -AND INSTALL, AT ALL OPENINGS OF THE;BUIL-DING, SELF � - -- DHERED WINDOW AND DOOR fLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES.- A-01 ^- I • NOTE: `.. -INTERIOR WALLS OF ALL BEDROOMS, BATH AND POWDER ROOMS SHALL RECEIVE 3-112" UNFACED SOUND DEADENING INSULATION. ENTIRE FIRST FLOOR CEILING SHALL HAVE 64W'. UNFACED SOUND DEADENING INSULATION. r -O.. ,l, G„ �, 4., 1 7 �. Z�Zpop It K,o. TV ZC.4 T'wz44Z -\Yz (64Z -T VZG.}L I Ax 351 3_zxs _ 3-z�8 2_zx8 �714 -, LG ` 7� 0 6�� G '�I G, Q- i V s'' k -a K1,4E.� WA. x � 'V .S`I_gI%I<-wN_') N - A" h `!SLOt�L7 GLGe �510�1:.--G[�1�.^� .�. 'fl/1�1EDCL.IR� 3�p' 3� Q'• P+ If 2-ZxG I /l\Vz51 I I ^v/Z51 l V S jL-OY�r.-P -Lt -C'SLOf EG ' GL -Gr , . • fill N- 7'_ N f - iG N 1✓ L�/.c`I -c u IT OVr-ZD-50 T\✓ZG3G 'Tkvz2cS 0 LZO'SO 3' Z- ZZ, 0,y; ?_!-0- Z- 8Z-0 %i Zt-Z" (t. o. I F-40, 4D' -O" Ito �� A-1 ^I� 5�_E_� i.: _(7 <_s/ NOTE: EVERY ROOF FRAMING (EMBER MUST HAVE A HlGlt MIND RESISTANT MECHANICAL CONNECTION MADE TO,THE SUPPORTING TOP PLATE OR GIRDEg AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS' STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIzED'AND INSTALLED IN ACCORDANCE -WITH MANUFACTURERS SPECIFICATIONS.- to -o C • �y 30- iolGx/I I TV 3D4101 I Y\Yz(,3 I 6�L 1 TV3o4101 2-Zx!i 2•L,C(.r 2 LvcL N `V 15 = o„ 4r „ b`- S li 14'. L I�j H t4 V4 "P 1'1 t: I -V 1 ~ N 2,t to c. J. _ 5-o G" 4'-OA ( o d►. I u „ 0 5'/x11%6'rA- A,LL.A://1:Q :r p ` 0 r u NY 1 - Ir -N rJ N N N z- Z)rG vV 2x to G.J. T X •� h Gub N JAI& � 4�4. .-)�R+.II�F.4hw N N ,r IG"o%- - sf4_ _ ' 6x(r 3-4t`l 0 p M `3 N 2*46 „ 1+1 _N -• N ,. '�; o I - - - N G A -I I Z9 v ;i ' 4�, z 0 0 0 °- a0 " pec _ s - �v L c. po�viv t { x N o .t • o �1Z17G ,Ef c� �� - J _ cn N Z_x IO G•J. J ZxtOG.J. N ,-„r 2x 10 G.J. �} •♦ ` r �- •V L G �}al.o.elti.. i'rTE-tom.. GXb V x t.743 x NJ -!/4 xx.43z- x 11 %a YAV_A tUt-AAye rt„ lot NN }- ♦�c�1- 2- 10 - tx6 �xG � o N m k N Ax4- Z_yxG; Z x le G. J. N ♦ L I — in ; j • N N1 A► 5j+ n 9 l4 i'i, t��.l .l-� //�• F:. 4 , )4, .. ,i S"% x .14 P/� C.h. �.L �.. /.t �: 4 . _ N 'M "! K ( 'V + _ 2- z x L '1'r. ��-t.c.i../� Z• L.lc G � 6 x G 3- FFG '� I t�G< TW T3a41 :v NEW INTERCONNECTED FIRE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLED AS PER CODE S�GONr7 �I�00� TAN If R.o. j1.15%, 4" /A 1,.J . SID=O" .gr_ z 2+ D l%....� .._ . _ _... yc.v, t= 7 F -A -T- Izr A !_"i`r'cP F • //t U > PM L.1` Y — s7NV. (4 E-IZ 11-5-7 0-11- -Tri-_O 17_ ECS t -moi_ --- NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE K SUPPORTED WITH SOLID BEARING 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 FROM fLOOR , ABOVE AS -SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUtREDDY FIELD'- CONDITIONS. . is NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. NOTE: .' CONTRACTOR IS TO SUPPLY AND INSTALL, AT ALL OP NINIaS OF THE BUILDING, SELF ADHERED WINDOW AND DOOR FLASHINGS AS MANUFACTURED=BYGRACE CONSTRUCTION PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS. ' -'SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. '`. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NEW INTERCONNECTED FIRE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLED AS PER CODE ®� 0 NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE SUPPORTED WITH SOLID BEARING 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 FROM FLOOR . ABOVE -AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED BY FIELD CONDITIONS. LATERAL FRAMING CONNECTIONS NOT`TO SCALE NAILING SCHEDULE:;.,'' L T10N JOINT DESCRIPTION , NUMBER,OF NAILS " NAIL SPACING ROOF FRAMING 25. RAFTXR TO -TOP PLATE toe nailed)" SIMP30 TRONG-TIE LSTA21 20 ¢A METAL STRAP TIE SPACING, .10' WALL HEIGHT 4- id PER RAFTER CEiUNG JOIST TO TOP PLATE toe nailed 19" SPACING, .10' WALL HEIGHT rt, � PER JOIST CEII t G JOIST TO PARALLEL RAFTER face nailed 4-16d EACH LAP CEILING JOIST LAPS OVER PARTITIONS face nailed) •aeaeai�wr+aa�r EACH LAP COLLAR 71E TO RAFTER face nailed LATERAL FRAMING CONNECTIONS NOT`TO SCALE NAILING SCHEDULE:;.,'' L T10N JOINT DESCRIPTION , NUMBER,OF NAILS " NAIL SPACING ROOF FRAMING 25. RAFTXR TO -TOP PLATE toe nailed)" SIMP30 TRONG-TIE LSTA21 20 ¢A METAL STRAP TIE SPACING, .10' WALL HEIGHT 4- id PER RAFTER CEiUNG JOIST TO TOP PLATE toe nailed 19" SPACING, .10' WALL HEIGHT 4- td ; PER JOIST CEII t G JOIST TO PARALLEL RAFTER face nailed 4-16d EACH LAP CEILING JOIST LAPS OVER PARTITIONS face nailed) 4-19d EACH LAP COLLAR 71E TO RAFTER face nailed 6-10d PER TIE EACH END a 16" o/c BLOCKING TO RAFTER toe nailed 2-8d - EACH END �• RIM BOARD TO RAFTER end nailed 2-16d EACH END WALL FRAMING 77' "COP PLATE TO,TQP. PLATE face,nailed 2-1Tid' PER FOOT TOP PLATE AT INTERSECTIONS Iface nailed 4- lid JOINTS -EACH SIDE STUD TO STUD face nailed • . ," • 2-19d 24" o.c. HEADER TO HEADER face nailed 1-16d 16" o.c. ALONG EDGES TOP.OR BOTTOM PLATE TO STUD end nailed - -7- PER 2X4 STUD Z -MAX COATED 3-16d PER 2X6 STUD BOTTOM PATE TO FLOOR JOISTS, BANDJOIST END JOIST OR BLOCKING fac'rMiled 2-16d • ,; . ` PER FOOT ' FLOOR FRAMING BEAMD AND SILL JOIST -TO SILL, TOR PLATE OR GIRDER toe nailed) 4-3d. " PER JOIST BRIDGING TO JOIST toe n ' 2- id EACH END • • - BL KING TO JOIST toe not , 2- 9d EACH END BL - KING TO SILL OR TOP PLA toe nailed 3-16d EACH BLOCK LED ER STRIP TO BEAM facatitt Sled 3-16d EACH JOIST J013: ON LEDGER TO BEAM toe nailed 13-8d PER JOIST BANP JOIST TO JOIST end nailed) ' 3.16d PER JOIST BAND J013T-TO 31LI OR TOP P1 AE toe nailed 2-16d I PER JOIST _- ROOF SHEATHING _ SIMPSONSTRONG-ME BC46 STRO.CTURAL PANELS TO PORCH GiRDER ' PORCH, . ' ,,PERIMETER EDGE ZONE - RAFTERS 16"01e id 6" EDGE/$" INFIELD 4NTFRIOR ZONE - RA ERS 1i"o/c ltd • i" @ EDGE/12- IN FIELD, { CEILING SHEATING FOUNDATION. GYPSUM WALLBOARD 1 1-112" SCREWS 7" @ E6GE/10'.' IN FIELD ` WALL SHEATHING MTS 12 STRUCTURAL PANELS DEC GiRDER .. _ 4' PERIMETER EDGE ZONE -STUDS 1 "o/c ad 6" Q EDGE/12" INFIELD INTERIOR ZONE -STUDS 16"o/c ad 9" 0 EDGE/12" IN FIELD •• 1 FLOOR SHEATHING' STRUCTURAL PANELS 1" OR LESS id 6"E E53E/12" IN FIELD .:CROSS SECTION `# _-UPL' IFT CONNECTIONS NOT TO SCALE HIGH,VVIND ZONE CONNECTOR SCHEDULE L T10N MAW RrUR R/ MODEL-* MATERIAUFIN H round PRODU 25. ER TO SIMP30 TRONG-TIE LSTA21 20 ¢A METAL STRAP TIE RAFTER Q NDGE building. Basement ceiling jnsulation shall be a minimum of (R-21) with vapor barrier facing warm ZWAX COATED side of building. Interior walls of all bedroom, bath and powder rooms -shall receive 3-1/2" unfaced sound deadening insulation. ;EER TO TOP SIMPSON STRONG -TIE H 2 19,GA METAL HURRICANE TIE PLATE TO STUD •tet,; s± ,. 'f f 2. sf psf pif 2'psf.I 1 pSf Z -MAX COATED RAFTER TO SIMPSON STRONG -TIE I H 10 OR 1# GA METAL HURRICANE TIE TOP: T;1 _H 10-2 Z -MAX COATED TOP TE;•. -SIMPSO STRONG -TIE H i 1i A METAL HURRICANE TIE TO STUD , i.- 2y,,.,' Z -MAX COATED STUD TO OOX ... SIMPSON STRONG -TIE I MSTA35 19 GA METAL STRAP TIE BEAM TO STUD ' Z•jV1AXCOATED. se cted by Owner. , '31. STUD Pox,..-. • •SimPso .STRONG'_TIE j MSTA 6 .0 GA METAL STRAP TIE ATO BEAM,AND'PLATt: othgrwise directed by the Owner. 33. Contlactor to provide and.)ns" Ult all mirrors, n: 3ciicine cabinirts and shower enclosures/doom as per i Z -MAX COATED i' •... . All'deck stair stringers to be 3 x 12 pressure treuted lumber rabbeted or sawtooth to accommodate STUDTO BOX SIMPSON,f; TP0NG-TIE ,MSTA3i I$ OA METAL STRAP TIE.-.,, BEAMD AND SILL 'manufacturer's specifications. Provide V-0" nigh min. railings as required by code or as showb..Qn.,, . Z=MAX COATED RAFTER To. SiMPSON STRONG -TIE H 10. it GA METAL HURRICANE TiE LEDGER @ WALL Y di(i $' immediately prior to final completion. Z -MAX COATED RAFTER TO TOP ,.•. $IMP$QN STRONG, -TIE ,NTS 14 , 1.4 GA METAL TWIST STRAPS . bF.Oi DER. i Is1 ,. r _�; .', Z -MAX COATED RO GIRDER TO $IMP sS KONG -TIE BCS2-2/4 11t GA METAL POST CAP SO COLUMN y' `+s� Z -MAX COATED SOLID COLUMN SIMPSONSTRONG-ME BC46 19 GA METAL POST CAP TO PORCH GiRDER ' PORCH, . ' Z -MAX COATED ROP,qIGIRDER BEARING PLATE, ROD & TH COLUMN TO StMPSON STRONG -TIE STRR 1/2 COUPLER NUT, ALL Z -MAX FOUNDATION. COATED DEC JOISTS TO, SIMPSON STRONG-TiE MTS 12 16 GA METAL TWIST STRAPS DEC GiRDER .. 4 Z -MAX COATED . s DECK GIRDER TO 2 - illi" DIA. GALV. MACHINE POST: x ... BOLTS; NUTS i WASHERS DECK P0$T.TO SIMPSON S RONG-TIE PBS 66A 12 GA. BASE,42• GA. STRAP; POST CON,9, FPOTING BASE, STAINLESS STEEL as -GENERAL NOTES: 1. :'Contractors work Is to conform to all local ordinances and NYS Building and Energy Conservation Code, latest edition(s). 2. .. All -ElectrIcat; Plumbing and HVAC work shall o-& governed by all National, State and Local Codes, "'":"'latest edltion(s). 3. :`C ractor to supply a i fr II fire detection devices on it8 levels as `{Sir code and carbon r oxide detectors as per`s t�,. olk County Sanitary Code "S760-1021 ". 4. _.`AII - onnectlons of water supply lines are to be made with lead free solder as approved by Suffolk County Department of Health:Services with certificate of compliance provided upon completion. showers and tubs to be equipped with "scald proof" fittings:' i. ';Conllfractor(s) shall verify all field conditions and dimensions and will be responsible for same. ,Any v.F dli Oo incfe's shall be reported to the Architect immediately. 7. '.,Contraetor(s) will cooperate with all other trades and wilt complete work In accordance with ,best standards and practices. a. All dimensions are nomlrlaf andtake precedence over scale. Afl'abbrevlaWns art standard. 9. All Items of work on"the drawfdf s arAnew, unless otherwi;e noted. - 10. t Propr{'itsry names Identifying Items of work are used solely to;prescribe standards of construction. `itsins of equal quality may be submitted to the Architect for consideration unless noted otherwise. 11. ';AII'wood frame construction shall conform to the American Forest i Paper Association "WOOD -FRAME CONSTRUCTION MANUAL" HIGH WIND, latest edition:, 12. .All ;high"wind resistant structural metal connections shown on.ths drawings, or required by code frost) the roof'to the foundation are to be manufactured ,by "SIMPSON Strong -Tie" and be."ZrM;iix" - c4atpd. =Connectors which we near, on or below grade must,be fabrlcctod,Qf type 319 stainless 13.All oo&framing mernbim1,#4*Il have an allowable extreme Aber stress equal to or greater,than ' 80,61 ctural grade Douglas Ftrr '1 Fb = 975 psi ' f v = 05 osi E = 1,900,000 psi''; X14.Alt treated wood framing members shall have an allowable extreme fiber stress squad to or: greater than structural grade Southern Yellow Pine•. Fb = 975 psl t` Fy 95 psi E = 1,400,000 psi , (, • 16. ; All:!'Mtcrolam" and/or "Parallam" headers and girders as well.as "Till" joists and beams are to be :..designed and manufactured,.by ILEVEL by WEYERHAEUSER.u.installation must be In accordance with maliufacturer's specifications. No substitutions will be allotvedl 15:-.Contractor(s) is/are to follgw ill manufacturers' instructions, shop 'drawings, 'as will as installation' ;ihtlnuals< Whs'n lihstalnng anjr1prifabridi6d item(s). s; Floor.,jolsts In bathroom areas betow;tubs are to be doubled. 111. ;_Floor.joists below all bearing and parallel partitions are to be doubled unless otherwise noted on the u drawings.,,.. -•19. Dodble ail headers and/or trimmers around all boor and roof openings. Provide crossover venting in Tatter bays adjacent to any skylight framing. 20. Provide solld biocking-on all joist spans in excess of 8'- V, unless noted otherwise on drawings.. 21. All 'headers and girders are to bear on a ntiniiiium of 2- 2x4 or 2- 2x6 jack studs with double floor joists below, unless rtotec( otherwise on drawings. 22. Pr• 'de,6l!" fire code gypzusii� pard on cellinu of mechanical equipment areas of basement as well a�n ceilings, walls and sir y.aural elements of garage areas,as required by Code. �iY i ai 23. Pr&1do :" moisture resistant gypsum board on walls. aixi ceilii,ys of bathrooms. Provide "WONDERBOARD" or "DURAROCK" on all N aw,; of tub and shower areas. 24. All'.firestopping shall be of an approved non-c,inbustible materl l a-nd installed in accordance with - a8l,1ppticable codes. round i Wind 25. Exterior Wall insulation shall be a minimum -of lel-21) with vapoi'liarrier facing warm side of building. Winter Design Temp. -Celling'/Roof Insulation shzl) be a minimum of tk-30) or (R-38) with vapor barrier facing warm slde of Dead ` -, •, <- Live.Snow building. Basement ceiling jnsulation shall be a minimum of (R-21) with vapor barrier facing warm side of building. Interior walls of all bedroom, bath and powder rooms -shall receive 3-1/2" unfaced sound deadening insulation. 26. :t Contractor to provide one layer of building paper between sub and finish floors or underlaytnitlt, Speed Exposure with alfjoints staggered arid'p'roperly secured , 'f f 2. sf psf pif 2'psf.I 1 pSf , 27. AII`wlndows ant! doors to be'insulated, "Low E", high performance, impact resistant glass, with " sdi'3ens and operating hardware. Coastal Upgrade and stainless steel hardware suitable for a marine climate Is to be used on -all windows aad doors. -Contractor is to confirm operation, style, 20 sf finish, color and manufacture rwith Owner pri•:;r to placing ordei. 2E. All Windows and exterior doors to have aluminum or wood drip caps and flashing. 2y,,.,' All 'dpor hardware, butts, ltd doorstops to be solid brass. Entry, lock A latchsets are to be Emtek, Schiage "A" or "B" series ora proved egkal. Style and finish, as directed by„Owner. 30. ' AfI abinetry, counters, sht�vfrig and casewor,: to be given an showance with style and finish- as se cted by Owner. , '31. ' Co* Tractor to closet closets. Layout directed by Owner. 32. provide prefabricated systems at all as Contractor to provide and install all Interior a:,d exterior trims as called for on the drawings or as " othgrwise directed by the Owner. 33. Contlactor to provide and.)ns" Ult all mirrors, n: 3ciicine cabinirts and shower enclosures/doom as per `Owlter'.' •� 34. All'deck stair stringers to be 3 x 12 pressure treuted lumber rabbeted or sawtooth to accommodate treads and spaced in accordance with treaf.3 .finish material manufacturer's specifications. All tre'atds to be of a material selected by the Owner and installed and spaced in accordance with 'manufacturer's specifications. Provide V-0" nigh min. railings as required by code or as showb..Qn.,, . the, draMngs. 17 35. Contractor Is to clean all door and window glass, as well as leave all floors, walls and ceilings free of Y di(i $' immediately prior to final completion. 36. Any reference to "as per Owner" or "as directud by Owner" refer: to Ken or Kathleen Hefdt, GENERAL ;PROJECT DATA Nature of the Work Building Use Occupancy Classification Building Height Fire Area Construction Tye ' Design Criteria Alteration & Addition Single Family Residence R-3 35 feet 2,976 sq. ft. V- b AF&PA WCFM 1995 High Wind Edition - RIA. r ,xw �-- ,.. �� BUiLDiNG PLANNING DESIGN CRITERIA - . k,. ' -• . . - . .. ; , , - ' Design L+Sads Design Load - round i Wind ,Seismic Subject to Damage From Winter Design Temp. IceShteld FIQod Haardids- Dead ` -, •, <- Live.Snow ?Load Category . _layment ..,: . Roof Attic Floor ''. Floor Roof Attic Floor Floor Speed Exposure Weathering Frost Line Termite Decay 'f f 2. sf psf pif 2'psf.I 1 pSf , rn h' Depth 10. 10 10 ,. 15 20 30 35 .,.. 40 20 sf 120 C B Severe 3'-0" Moderate Slight/Moderate 11 D tees ' R uired "X" r ENERGY CONSERVATION NOTES: 11:' "fhis residence has-been designed for and meets all the requirements of Chapter 13 of the 2010 Building Code of New York State, Chapter.11 of the 2010 Residential Code of . t� ..New York State and Chapter 4 of the 2010 ECCCNYS. % of Glass.,:` Area of Glass in sa. ft. "_ 554.78 = 9.6% glass ' Area of sidewall in sq. ft. 6,770 2. `All doors with glazing and windows, to'have insulated glass, thermal break, weather- ` -stripping and be flashed as required with a maximum "U" value of .40 (minimum "R", • value of 2:5) and a'maximum Infiltration rate of .30 cfm per square foot. .3. -All opaque exterior doors to -be, insulated, thermal -break, weatherstripped and flashed riquired with a maximum_"U" value of .36 (minimum"R" value of 2.9) and a ;rrtaximum Infiltration rate of .60 cfm per square foot. 4. 'HVAC equipment must conform'to Section'N1103 of the 2010 Residential Code of New . York State and/or section 403 of the 2010 ECCCNYS. 5,* ,The domestic water heater must conform to Section N1103 of the 2010 Residential ,,gode,of New York State and/or section 403 of the 2010 ECCCNYS. -67'The fireplace(sT'b7Mf(be coristructed in compliance with Chapter 10 of the.2010 i .Residential Co a i York State. F. .,. OM1. Fw - -(7:9r of 11-�tt7'C4 �- '�-c'n r v F EL:-. 17• - 'FI t4- 4 Leh TQC_ . 17. Z A a� _STS l_I - i-. Lu o Ta✓'� r -T `� �' ll -Ism l 8� 14 - - 1 ,� -� n u � �,� s � � � �•�/ � .0 _�r'-r�-rte- _ _- - - 'r"Y T- l Gti t \/1N Y L-1 P 1 11--A --c ^ZY AizLt-t G./I..tz/a-cry A 1 �G.-6� L-� V-- ; 1 /4" = 1' - 4;p NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. 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;'CSETAILS AND RECOMMEN15ED PRACTICES. NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE,AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR,OAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: I CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGIS. ; CI -151.4,16, S' G`_777-7- � - - T Y P . 17 Alo JZ 4 �! G GO t� f E 1� -1 %- t' ,- r- t. - A --l T V 1- l Gn•. - c�/s� r� i7 •s _ ['`�rf G.A.L - AT 14 C-7 0 r A -t -l-- 'PI�OfZLi.. _ w- \V-1 FM 'S A-9 A -1O O IBJ o z4:5717- 4 .11 U GO L LJ F- 42-"'--:--- - -- - t~ r!< tz - ra 'F-::;- L- 1,:P t-4 :::rr 6 - - A to ,►. � � 7�, t' /� 8 A �d T� �p•p t `Y t t� h -i h. L. fit o �FiS 5- 4 '-off ✓� 1 _ qef - 1 z- IGS mom _ . l-�-_t_..-1._... _ 1•/_. [..[tel _ t� �. ti�_-S -- � .---C>c'c'�-.� 5.._ _"'C"c� ._. k-L./�,v_ �-__ GARRETT A. STRANG architect 1230 Traveler Street, P.O.Box 1412 Southold, New York 11971 ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 architect@quixnet.net f, �Z TITLE FO �. E-1 t-;7 -T- LOCATION LOCATION 5 5 3 0 P G 0 N I G �Y '1a► t.►�/ 1r7 L, o. LJ V- V, L-- , F--1 1=\V YO j-. W, SCALE A t7 O Yt�p REVISED DRAWING NO. DATE - 1 -- DRAWN BY G1 PROJECT NO. i O i, 1 � 5- of ►D �0 7 Ir .;x--, "I !c` /� _rZ7 P ..D F_ _ ___ _F tis i� t rK� Y- 4TL1AF_-wr-�Tt- � - T -N — 'T �=o _4 IR O - ;0 -TOS .O_. ----- 0 �N Frr-4, V,t:-__H (t--+� . . - G A-10 t ,{L-: -171' rP: -,Az' 7S:LGt-4 _. 1r Ia�SH t N4 oe [oil IL z IZ mom 11F00011100-millimms P ydO1GG/�s(NG v 't✓Y P(G/s,L_ Ii�1�1rm-m-70 G �-t o ©2-4:7 1 z NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE .�BACKCAULI<ED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING.' 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., INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE:AS PER THE MANUFACTURERS SPECIFICATIONS. -ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED, WILL BE REPLACED AT THE'CONTRACTORS OWN EXPENSE. NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR OAF "STORM GUARD" AT ALL RAK€ EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT'MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. -- -T-- o O F 11-4 1:. t_ I✓ G-"rE- 'C7 T iz u ----r u v- t= ..- /-.,- -s, ..1-1 !7. -rte P (-( �. e, t� -(� - - 2 t 17 1 ►� .ct . _.� �_ -- 5 � cwt=:G-�'✓ P --. 1 T . 'ice E-_ -t- % -,S-- Li v c tZtE✓-�Ydi_:. e, F'cr-s - . •---.-__-._...-._.- A Sig.; - A'7�, � � 8 /� t<'D'C-.l�A I7 IY 1 � ti] AL. .-_ C.t�Gr _._ _: _L.�p.T7 ���---1✓�r�--.��-r_.P_1=:rte: -- ___-_ )Z V ' N - m -- �.- rt-,rl/- tv- c" -S vi-HYL s7pir Go_t':.. YrJc�n=.�_ - - LS v/(f- v,9W Lu 11 I WIH il /011 j I - a0 ii t,-ro N -FA c"2 7,7`�� t�� L.,� t�5 V,�-T` � L-2 tQ �3 0 mac:• I r1mill I 1 1000 j 1Z ---- 4 - A -t o ,►,_q -W-' "'PG' f 1 t�� -. T z7"1" t_ °ice t _ -Z;' L10n rte. N t� iz \ C' I js,1� . �- .. T='C�•� 64-1 t 4-A cc . T `{ P. 'A<T' - t.L.L_ \V 1 rI".1 rLokP- iY 'Td I- O !� '1!✓ 1!/� 1' t=E.:S t �Tf. i.J -t" �. L 00 �-E- 47 Lj 1 72-- 9-7 0Ze? i �Z_ NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. CONTRACTOR -IS TO SUPPLY AND INSTALL, AT ALL.OPENINv`S 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: NOTE: �. "` ..;;" , ... .......... _.. .... INSTALLATION OF ANY -PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMP11OPERLY-INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR PAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. - - -- - - - - - -_A S' � � - /�. G �►�... � .�. 8/�--t�v '�- � t� v I -I-' 1 o N ALS : 1-=t �-(' �S 4 Lo GARRETT A. STRANG - architect 1230 Traveler Street, P.O.Box 1412 Southold, New York 11971 ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 architect@quixnet.net . I TITLE �OI��SFid 1�.1 tZ�5lT%�NGIF, Foy LOCATION 3 J P E✓ G c7 NJ 1 G. L ti SCALE AS N41Th17REVISED DRAWING NO. DATE IZ- z4 -X13.._ DRAWN BY A -7A PROJECT NO. ■ GARRETT A. STRANG - architect 1230 Traveler Street, P.O.Box 1412 Southold, New York 11971 ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 architect@quixnet.net . I TITLE �OI��SFid 1�.1 tZ�5lT%�NGIF, Foy LOCATION 3 J P E✓ G c7 NJ 1 G. L ti SCALE AS N41Th17REVISED DRAWING NO. DATE IZ- z4 -X13.._ DRAWN BY A -7A PROJECT NO. r _q .a - nipil III - on I.NI\L a la u - --tet t��.>✓. _ P OF . moi` Yry - -- NO1%TN FiVA-T", 1 C51 t\j o=01-2- NOTE; ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND-fACECAULKED PRIOR TO PAINTING OR STAINING.; NOTE: CONTRACTOR IS TO SUPPLY AND INSTALL, A't ALL OPENINGS OF THE BUILDING, SELF4 ADHERED WINDOW AND DOOR FLASHINGS AS.MANUFACTURED BY GRACE CONSTRUCTION .'PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS— ' `SPECIFICATIONS; DETAILS AND RECOMMENDED PRACTICES. NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH ,MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH :GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY.'INSTALLED� WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. 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S'GO 4 1 G "%. //� f✓4 . �'/z x t 1 %t r�Y Z- t:I-- \V/ 12 - T5 Pi I M _i U Lam_ G s r Q t iso .mss t-�•t�- / - � Y P. F� rte, "�/�- T' � � S n.4. G K tr G `--.._- D \�t i-•1 �'2•- o N �" 1 S ZxG 5-illl7s IG" '('Yf'tGp-t- .�TGfs-Iz.d4E_ V!: -z I If -1. 11-1 _6 U L- . - -.e T_ 3- I O/1 J \V �y F � 8 //l 1 �•. yA n0 7� �/-�'� 1✓ 1 � t� t E --I su 0TI-► . . �;` 1._ \YA. t_ t , -le 13 t� L.o �v •s t .�� J V �7-T �t-::: - , E� I_A 47 -T I�F, S A, " t7 'r-7 I ---r A. I L 5 NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. 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: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING SYSTEM INSTALLED AS MANUFACTURED BY "GRACE", "CARLISLE" OR APPROVED EQUAL.— ' NOTE: Contractor to provide and install '/2" diameter by 10" long (minimum) galvanized anchor bolts for P.C. foundations or 1E" long (minimum) galvanized anchor bolts for C.M.U. foundations with 3" x 3" x'/." washers and properly sized nuts spaced no greater than 61- 0" on center with a minimum penetration of 7" into concrete of 15" into C.M.U. Anchor bolts to be placed 4" in from face of foundation wall, 12" max. from comers and 611min.-12" max. from ends or splices of plates. ' L51 NOTE: ' � I . tz• c9 v F 1 � � O � 5 H l H ft t.t. G- //l /1.T E- • •: it � : ..�_ • •: O i"-1 . 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F�[_T, t/a"GPS 7'1'l-•'�,N rs..GlE '�L`t'`\l0007 Z�G "Q "Q ''�.�t.-��TYLC-_ 'Ile :'Pt=i�•:TL'jt,:t :5- ._ STd c ( <o "o/C� _i\ _' - b' 0 T' '.::. ' . '. ' \V/ •� - z 1 /.� ► r--1. 2 x g ♦ cel tQ , �� h•. N 4' �- It _':_ ' : 'i�`'� 1't G.a.-� 1 d N-? � 1 G " % � �' \� ^. q \/C- 17 is fi Y 1 I -A 4 -rImo- [L- 0 tl-tsUL 1/Z" �L.1t9.4 � � � .. � _ .. _ .: � r—.1 "r'...;� M ..' ��:?.L.1i-t'•rt._ _ �/� �\ 3 - o �o . v/ - z I , 4 ,�,� . .r _ _ tel--; .'1'- t� A► !---4 .-�� , • ....... </� 1 H , 4 t-1 s u tom. It E � - G:� �v t -I ' /ice a t_'t71 i�t r -i ' •'t'�-'S� '�Gr-r'�� 1�-�-//�T' t"�o t= 4 H•1G, �/ =� 1` i . 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. NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: ' EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER'CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY` .: . "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. ' -4" ---- L_,&_ Fri -�/ 6 X co 10/ 10 \\/, %,\/.1m"', o t -L a 15A, t %.-- V- .-- G, 1=,qLl t-► -T' I o r-{ NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH NOTE: MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH INTERIOR WALLS OF ALL BEDROOMS, BATH AND POWDER ROOMS SHALL RECEIVE 3-112" GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE UNFACED SOUND DEADENING INSULATION. ENTIRE FIRST FLOOR CEILING SHALL HAVE 5-1/2"' IM PROPERLY -INSTALLED, WILL BE REPLACED AT THE CONTRACTORS' OWN 'EXPENSE. UNFACED SOUND DEADENING INSULATION. to _RtU Af y� TITLE, 1 . 42 GARRETT A. STRANG K>✓,..., Y_�YHL _C__E:.,_I 1-4 IF, ►V7I" c � ,,► � architect L°°AT'°" as 30 'P�GOh.4IG t�•aY 1�L_�Q - . L k, U V_ E- Lr 114 r__ -VI/ --e 49 �- I.G. SCALE AS 14/7`rte REVISED DRAWING NO. .1; . 1230 Traveler Street, P.O.Box 1412 "' DATE ___ sT 0152^• v� Southold, New York 11971 �..-z-Z4- A,9 �T _ _ DRAWN BY ✓ � r;G�„ ph. 631 765 - 5455, fx. 631 765 - 5490 architect@quixnet.net PROJECT NO. ' 1:01 I > of 149, i x- 1-4.1: b`r`a M/ti li U icr,�}c-Il..lc. ✓a+.�HI►-����in�.-r�, �fJOf�-lt-ac} AO t-4 o a x Tl_`f wed r '1:.1••1 W -A --r ct _ Ort�prr I�a..r •I-�-x.�, stz� \YIH l7�%,v �• ar►•tri�-1 tea. c. r �ti. -r �..r: ti -.t .... _ .. -GD X ",P �.� �� �- �r K-/� IJ ►�.� IY -_ _ _ Wi►." r t� 1e� It'. i GIG .h•'H:1 V ts' 4 ' *,.--r-r 11.1�•ul... ...: L tar.. L 1 N !.r : ,fr Z-11' ,4 ✓ U T tL I GG: -5-17- C.....o, a- i e. �. abri�.41 N-tYa .A\S.... b/+ -r ( 61 j t-1.9 rlaLts ol.a sUvp %iii -GT. l J M•►�.r .... C_ ��_�� - -- - -- - _.._ Z :c 1 o VA L t_Y- ' •• .. 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ISL" GD}c PLY\Y00t7 8 fit=• F --E ,..,.r/ Q '1 Y a ('� � vo Ft u 4 s N o 'r�t7 o t•-( � ►� l N. >r� [� �>_� D �v t t a=tzv. I �_ 2 ,c G 12 / 1: I G v 5H IH 4L-F--/AhTt--- 1/4, GFX `--� J f-- t /<1-tC�f1 \�/hll7t� t�orL�H 'Z \,/ I- - Z 1 /A ( t-4. 1 1,J tJ l_A6-rX o t-4 _ o til �-IMG. ,� Wis.l-l•S - T`M f � ►-+ '♦✓ 1 D 4 E- Q,\/,G, �l�f••-7t�A>G� Vit-tT�P - �0, au SI -I 1N4�l=� I f� ",� N � �� P1�2 /f`A• GAJ j' 4'0 < Q. \/. 6,16 '�-- ( b�-c-c V-- PvG • s t=1 e T --Z� F I t-4, 4 tG ,a p M, "--� ZK1Z r. 't: GiZC-7E-V t-iD Y�=> .�- 9 �� �. /_� v v I `T ► 01-•1 /� t� t--4 r7 -Tr e f\ f-11:;;, P ! 3-Z ' N0. r NOTE: ALL POSTS SHOWN" ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. 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: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING SYSTEM INSTALLED AS MANUFACTURED BY "GRACE", "CARLISLE" OR APPROVED EQUAL. NOTE: Contractor to provide and install '/z" diameter by 10" long (minimum) galvanized anchor bolts for P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U. foundations with 3" x 3" x 1/4" 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. R from comers and 611min.-12" max. from ends or splices of plates. 7 "'� 1.4' S%4 >< 117/8 1'a�a.Lt_A✓nG :FlN- r- t.• I � 1 H , ''F L. �a {� �t�iz OPV !--( t✓'� D H t � 3-zI- x 1Z 3-Z,K Z -2x12-, 2-.r \V/ r-- 2-'1 /A Ito. � -moo -r t ►._.,t � PEe � moo ""ti' l t.-tGt \�!, \v_ 1=; � f--1 g l/` t 1,� �/is- �d 2 Iii-�'� Ste•- I ry t-� I U,a.1-- s�GTION G - G 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. NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR CAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 1 J f-- t - \,/ I- - Z 1 /A ( t-4. 1 1,J tJ l_A6-rX o t-4 _ o til �-IMG. ,� Wis.l-l•S - T`M f � t-4 IT- Z x J D '♦✓ 1 D 4 E- ! 3-Z ' N0. r NOTE: ALL POSTS SHOWN" ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. 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: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING SYSTEM INSTALLED AS MANUFACTURED BY "GRACE", "CARLISLE" OR APPROVED EQUAL. NOTE: Contractor to provide and install '/z" diameter by 10" long (minimum) galvanized anchor bolts for P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U. foundations with 3" x 3" x 1/4" 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. R from comers and 611min.-12" max. from ends or splices of plates. 7 "'� 1.4' S%4 >< 117/8 1'a�a.Lt_A✓nG :FlN- r- t.• I � 1 H , ''F L. �a {� �t�iz OPV !--( t✓'� D H t � 3-zI- x 1Z 3-Z,K Z -2x12-, 2-.r \V/ r-- 2-'1 /A Ito. � -moo -r t ►._.,t � PEe � moo ""ti' l t.-tGt \�!, \v_ 1=; � f--1 g l/` t 1,� �/is- �d 2 Iii-�'� Ste•- I ry t-� I U,a.1-- s�GTION G - G 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. NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR CAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 1 - -r -'r / �L -� t -f 1 t -I Gr � t-4 IT- Z x J D '♦✓ 1 D 4 E- au SI -I 1N4�l=� '�-- ( b�-c-c V-- >ZI 1>G 1lv/ri O N 51-41 t-� L- >✓ /Ap-TF-7- Z u 4 F 5Tc7 //L!, Cf A. iz.17. ISL" GD}c PLY\Y00t7 8 jt- • 5 (►7 ► 1..-1 G P �- tZ o \V t•••1 �• � --- - � � 'Z �_ 2 ,c G 12 / 1: I G ot-( � ►S �'l=L'T, 1/Z" GC75t �-- --� 7 x ro G�� IZ _ Z><fiG..J IG"'/� 1 z ' t'uti'.,�oop rr Z.�G "�/c 17- 4e • . 4 STVP�� e I G -'i'� f� /.�►rG G..J. I G"'/� \v/ ZKS�� R 3S //l1t-k• 1t�SUL• _ oo; `f /+ _ 2.2�cD z-Zx8 2 zX a s -r v t 2 x 4 G. 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E t2- /' �\' � r• GAYE-i7- � `� %/\A•--�-J n� t' Na it i \ �,. � G. -t`'o u N P,�-,✓ 1 O � 8" rte• -��(� N t�,6.-r ► �I�t ,1-`r P.G. -S �. � Fs \�// G x G \y/�- �•-1--•• c9 t—( P� ..x (G " Y G. �� tet_- � f�-4 g, ;� t � .. T o/ 1 o \\/.may. F' o t-1 8 /A 1 -�, G • - �� -(' I t-1 G, - -i"Y� -/ss_ nv Imo- C=nr&-" I E—iz-- - -rly 15, NOTE: � �-t"IC�2N P-- J�:, sef-,A,L_>_ : I/4"' : I' -e-2'/ INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH NOTE: MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH INTERIOR WALLS OF ALL BEDROOMS, BATH AND POWDER ROOMS SHALL RECEIVE 3-1/2" GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE UNFACED SOUND DEADENING INSULATION. ENTIRE FIRST FLOOR CEILING SHALL HAVE 5-112" IMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. UNFACED SOUND DEADENING INSULATION. BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider March 20, 2015 Garrett A. Strang, Architect P.O. Box 1412 Southold, NY 11971 pF SOUjyo� � O �COUNT`I http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 RE: Heidt #6516, de minimus request Dear Mr. Strang, I am in receipt of your letter dated March 16, 2015 requesting a de minimis determination related to proposed changes in the above referenced ZBA decision, based upon your architectural drawings dated last revised 1-9-15, submitted to our office with a comparative overlay of the original elevations submitted with the Heidt application for variance relief. Your request was discussed by the Members of the Board of Appeals at our meeting of March 19, 2015. At that meeting the Board determined that your current proposal is not de minimis in nature and therefore voted by unanimous Resolution to deny your request. Please return to the Building department for further action. terslie ely Kan eisman t?&� Chairperson/Dept. Head Cc: Mike Verity, Southold Town Building Dept. Garrett A. Strang Architect March 16, 2015 Leslie Kanes Weisman, Chairperson Southold Town Zoning Board of Appeals 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: 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (631) 765-5455 Fax (631) 765-5490 RECEIVED �304RD OF APPEALS In accordance with the outcome of our meeting of Thursday March 12'h, I have enclosed, per your request, copies of the final exterior elevation drawings as submitted to the building department for a building permit with an overlay on tissue of the original conceptual elevation drawings at the same scale for a visual comparison. As previously mentioned the roof ridge has remained at the same height and pitch as originally proposed as well as the building depth (north -south dimension). The original building width was shown in the conceptual elevations as a 48' wide building however it was reduced to 43' as a result of the alternative relief granted. In actuality the building width will be 42' moving it one additional foot away from the west property line. Accordingly, I have placed the overlay on the north and south elevations in the original position so the reduced building width can be justified. You will note several of the design elements have been reduced in size and height with only the two reverse gables on the north elevation being altered to now have equal plate heights rather than unequal plate heights as originally depicted. This, in my opinion, is a very minimal change from the original concept. The attic is the same size as originally shown and will be an unfinished, unconditioned and unoccupied space. It was mentioned at the meeting that the east and west elevations were of concern especially relative to neighboring properties. If you recall at the variance hearing, and refer to the site plan, it was noted that there exists two 10' wide pedestrian rights of way to the east of our property and a home exists on the next property to the east of them which is approximately 35' from our property line and 45' from our building line. The distance of the existing home to the west is approximately 12' from the property line and would have been 24' from our building line per the alternative relief granted but now will be 25' from our building line. In addition, as shown on the site plan, the majority of the living area of that home is further south of our building additionally minimizing any impact from the altered reverse gables. I am hopeful the Board will agree after reviewing and considering all aspects of this submittal that the changes to the north reverse gables is minimal and instruct the building department accordingly so the building permit can be issued. I thank you for your consideration in this matter and if you think it may be beneficial that I be present at the Board's work session, please contact my office as I would be happy to attend. Respectfull submitted, Garrett A. Strang, Architect Encs. _rZ9 r O , iz I t7 cr t✓ L 5 f _ _17. _ . Ies�, �I i Eli `rY T_ , 1, F-tF, ILI I �Loll - t ; LD_tl ..—..---.Y.+�4MFr'VY?i'!'F�1117'�'!*IIItF�Rlil�dS:'x•!I"�."-'.y _• Y ••�� � ?r. f li II '1 I � I I •I 1: I ZL— i r ._s i7� (C__Q-r. F?, H r r' .•...-p'�t=/.��/;-C^r'a-'= `T� 3 ri \V/ F1___ _0�41*' _T_", t�> L'1_ t:i::vA_T_"* 1 I u © z. o 2- - \ I G .a l_- E._ ; 1 / 4- " = I ' - 4;:7 „ NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. 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"I)ETAILS AND RECOMMENDED PRACTICES. NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE,'AS, PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE II PROPERLY INSTALLED, WILL BE REPLACED AT. -THE CONTRACTORS OWN EXPENSE. NOTE: PROVIDE AND INSTALL "ICE i WATER SHIELD" AS MANUFACTURED BY GRACE OR OAF "STORM GUARD" AT ALL RAKE EDGES; EAVES; VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. A 64, 1 r. 7^,je ^ 8 z �d _ �p P t `-r 10 1-4 f`t o �F✓s - - z �,k IL, 1I �i ,, Y -A r c, 0 i. L 5 f _ _17. _ . 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ANY MATERIAL FOUND TO BE II PROPERLY INSTALLED, WILL BE REPLACED AT. -THE CONTRACTORS OWN EXPENSE. NOTE: PROVIDE AND INSTALL "ICE i WATER SHIELD" AS MANUFACTURED BY GRACE OR OAF "STORM GUARD" AT ALL RAKE EDGES; EAVES; VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. A 64, 1 r. 7^,je ^ 8 z �d _ �p P t `-r 10 1-4 f`t o �F✓s - - z �,k IL, 1I �i ,, Y -A r c, , i AVD 'i' /� ELN °1.' a; :•�', .�� 7 Cictir_- E i i r ' F --;- 10A '�'�c i.n -S t - i Gr _ - T- • t" , 1 G�� 1— I } vv r I I `- - it t -� „ I _.. rr+ { {�� = lI 1• h�G'00, 'ilk � -'.��. � _ t -•i N_c��_ ..: ; z_� -t.� t � -� ► 1� _ . . <•-� ���c-..-E=..,r. ;-- �=�7 � . -- - i ! 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INSTALLATION OF -ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUF;AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED, WILL BE REPLACED AT THE'CONTRACTORS OWN EXPENSE.; • NOTE: PROVIDE AND INSTALL "ICE i WATER SHIELD" AS MANUFACTURED BY GRACE OR CAF "STORM GUARD" AT ALL RAKT EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. I NOtE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT'MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, _.A.S:,`., A--7 A,, A, 8 /� r-',P'G- 1-,-D17 IY11J t`tAL I-.(D"V�>✓S PRIOR TO FRAMING ANY ROUGH OPENINGS. - - r P t 9 ­r-� 1] '-"- �-- �. I I t_-� ::rf �c.nsu ra-t� ONE 9 � on a St1:,�-`fYPrcti� rZ )Z $ p 4At'�t_� 1FA+ZY N O 0,--r I-4 _-/fit E A t--1• _ _ _ --.- Zr t� 1�T GLS u 2Z, 7 V G V I�lr G v_:1 64rc. _ T,-vE2 t ►--�4. �/�-• D Ery .. 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NOTE:" CONTRACTOR IS TO SUPPLY AND INSTALL, AT ALL OPENINGS OF THE BUILDING, SELF.=,, ADH'tRED WINDOW AND'DOOR FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION PRODUCTS.' INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS w SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. NOTE:' i ;. INSTALLATION OF -ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUF;AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED, WILL BE REPLACED AT THE'CONTRACTORS OWN EXPENSE.; • NOTE: PROVIDE AND INSTALL "ICE i WATER SHIELD" AS MANUFACTURED BY GRACE OR CAF "STORM GUARD" AT ALL RAKT EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. I NOtE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT'MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, _.A.S:,`., A--7 A,, A, 8 /� r-',P'G- 1-,-D17 IY11J t`tAL I-.(D"V�>✓S PRIOR TO FRAMING ANY ROUGH OPENINGS. - - r P t 9 ­r-� 1] '-"- �-- �. I I t_-� ::rf �c.nsu ra-t� ONE 9 � on a St1:,�-`fYPrcti� rZ )Z $ p 4At'�t_� 1FA+ZY N O 0,--r I-4 _-/fit E A t--1• _ _ _ --.- Zr t� 1�T GLS u 2Z, 7 V G V I�lr G v_:1 64rc. _ T,-vE2 t ►--�4. �/�-• D Ery .. V4 1 6 130ARD oPAPPEALS s .-10100000 FF r.tL 1!.� =-j- Lj I �A-o!!-�)T e,-- L,- F-,-VA-7"'ION -5 _--_ ea., L_ E__ : I/4., — I, -c-2.. NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. _.CONTAACTOR.IST0 SUPPLY AND INSTALL, AT ALL.OPENIN%'J'S OFTHE'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:' NOTE:;'- INSTALLATION OF ANY -PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH -MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY -INSTALLED, WILL BE REPLACED AT THE CONTRACTORS.OWN EXPENSE. NOTE: I I PROVIDE AND INSTALL "ICE& WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. @ 2012 N -"')I -z- " 1:1-P _T___ IE—:, _- 4 r GARRETT A. STRANG architect 1230 Traveler Street, P.O.Box1412 Southold, New York 11971 ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 architect@quixnet.net 0 4 kFICEIVEp MAP, '! f, C. BOARD OF APPEALS TITLE V-1 S- \'-" V--- E_ 11.;;' e—. V-4 C, E;-, Foss LOCATION aV-- LOCATION L7 SCALE AI 1!P P 4pr ro. 17- '7 REVISED DRAWING NO. DATE I -z z4 -1'S..•_ � V_ "A' I -7A DRAWN BY A PROJECT NO. d 0S, t5 t J11 eel �mft3m W., lw+rl .4 4. t4 Loo, *% FF r.tL 1!.� =-j- Lj I �A-o!!-�)T e,-- L,- F-,-VA-7"'ION -5 _--_ ea., L_ E__ : I/4., — I, -c-2.. NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. _.CONTAACTOR.IST0 SUPPLY AND INSTALL, AT ALL.OPENIN%'J'S OFTHE'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:' NOTE:;'- INSTALLATION OF ANY -PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH -MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY -INSTALLED, WILL BE REPLACED AT THE CONTRACTORS.OWN EXPENSE. NOTE: I I PROVIDE AND INSTALL "ICE& WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. @ 2012 N -"')I -z- " 1:1-P _T___ IE—:, _- 4 r GARRETT A. STRANG architect 1230 Traveler Street, P.O.Box1412 Southold, New York 11971 ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 architect@quixnet.net 0 4 kFICEIVEp MAP, '! f, C. BOARD OF APPEALS TITLE V-1 S- \'-" V--- E_ 11.;;' e—. V-4 C, E;-, Foss LOCATION aV-- LOCATION L7 SCALE AI 1!P P 4pr ro. 17- '7 REVISED DRAWING NO. DATE I -z z4 -1'S..•_ � V_ "A' I -7A DRAWN BY A PROJECT NO. d J11 4. 7 ^L-I— en r it, FF r.tL 1!.� =-j- Lj I �A-o!!-�)T e,-- L,- F-,-VA-7"'ION -5 _--_ ea., L_ E__ : I/4., — I, -c-2.. NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. _.CONTAACTOR.IST0 SUPPLY AND INSTALL, AT ALL.OPENIN%'J'S OFTHE'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:' NOTE:;'- INSTALLATION OF ANY -PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH -MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY -INSTALLED, WILL BE REPLACED AT THE CONTRACTORS.OWN EXPENSE. NOTE: I I PROVIDE AND INSTALL "ICE& WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. @ 2012 N -"')I -z- " 1:1-P _T___ IE—:, _- 4 r GARRETT A. STRANG architect 1230 Traveler Street, P.O.Box1412 Southold, New York 11971 ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 architect@quixnet.net 0 4 kFICEIVEp MAP, '! f, C. BOARD OF APPEALS TITLE V-1 S- \'-" V--- E_ 11.;;' e—. V-4 C, E;-, Foss LOCATION aV-- LOCATION L7 SCALE AI 1!P P 4pr ro. 17- '7 REVISED DRAWING NO. DATE I -z z4 -1'S..•_ � V_ "A' I -7A DRAWN BY A PROJECT NO. d I 0 F_ 10 4 Fr_-,. 7 i @A A .err, _F111 & A 17 "e. -, �I,�I� I=1. "AC fi i -, - - " ­ —"- -: � CII F7 � �. - fl-. I I � I: IIF�.I '� _. C••` ___r P , t✓ ✓ V V A� 1 i �,I G ZDIZ� NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE -BACKCAULKEb DURING INSTALLATION OF SIDING AND-FACECAULKED PRIOR TO PAINTING OR STAINING.:�" NOTE: CONTRACTOR IS TO SUPPLY AND INSTALL,^ AT ALL OPENINGS OF THE BUILDING, SELF ADHERED WINDOW' ND-DOOR`FLASHINGS ASMANUFACTURED BY -GRACE CONSTRUCTION 'PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS ..... `SPECIFICATIONS DETAILS AND RECOMMENDED PRACTICES. NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH -:MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH AS" PER. THE MANUFACTURERS SPECIFICATIONS. -ANY MATERIAL FOUND TO BE iMPAOPEALY.-INSTALLED- WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR OAF "STORM GUAkD,, At ALL RAKE EDGES, EAVES, VALLEYS, HIPS11'AND CHANGES IN ROOF PITCH. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. I— E—NV ^--1- 1 ,-7 f-4 A, A\"r-7 17 I -T- 1 :52 2015 BOARD OFAPpE4LS E-, 2 lt.4 P 4 Ott z0f /t I W, A T.- r Z..f z 3-1 SUS W 3 T 45— I M r_- 2-' ;� Z —4 U I Vz" I Tz 6 P -rI 6 W -P t i f _14:11 - -, e;;.; " =-_ % '. - GARRETT A. STRANG architect 1230 Traveler Street, P.D.Box 1412 Southold, New York 11971 ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 architect@quixnet.net t� , J TITLE 4-P r,_-2 <j Q tJ F_ rc-;p V__ E -r t,4 Joe K A, -r H L_ �1-4 M_ 1 V7 -r' LOCATION 8-1-S0 T? G, 6, 4:9 W I e, L_ A.- U tz- E-- L. ep 9z_ W—' SCALE A,!5 N O -rr- 97 REVISED DRAWING NO. P� or- IF5, DRAWN BY -5A [PROJECT NO. Pvo'r7el�-!T ov rt�u< 'P Y yJU,-iG t YJU1,44 sc— r//YTa_l/ 11/'7/SB N /rte/ 1= A v_ --r H LJ Iz— G. �O \V " 5 \\ y Ti` F \ 'S-27 1Grd0 rTe.-. 4�e.n4t To __� 'O \ JILI Y q , `40 1 . � •��\ I.J.Z7' 0Z' ZZ7"WV � \,I Ti/6 p1! 1tAN RM. .�N01�IIT10M'TAR�I f110Y,- A �URYRK=YA�If MX M�A> LK\1TiN4 rS.Y J__'1' _}_ pvE."T�[cY N �� 5e -T Pte.• -c. iG L3 - LINE p' 4v' 2 • 'SEE.) ILG1 )1,.'.� •Nu �r'SY �7 �. Ih=P-b .A'A�•_' ><cxiaT e,4G<.7 'P5�Gr7hJ I.G SOUL --SVA. FJJ `t'PZIi-+Y off' 1-iJLJ'�E- f>Y AU Gu �? F.Ih T•'C'I L�HU . 3U ft.i >✓Y.�rG 'r✓/^'r'�V 0/7/41 0 0 u y a a i •. �i� � I\ - x \ 1, Ir • • a • i� uw, I w e x I ® t�4 x 40.' /� . Iw .1 . r r � • \y'� M•p �L cmAr TF J.1 F—Y.T - sfTE RECEIVED Nov 9 2011 IL FiY /�T• BOARD OF APPEALS KIM' Oft AMA /N AGIr/' - 2w /Q 4 TAXMIM/ it, *VWWJMY MI►/Ot�6Ob}M�k T[RAVflll fl un . fxlrna Yari4usa PROPOMo A MAW �.AAIp 1iATlKMII IeDT -NORM P,NYlim raAMT A. ST MG architect 1230 TrWAAW Btrbok P.O.9oot 1412 BWAhoK Now Yaeft 11971 ph 931.784 - 54515, fx. 831.765 - 5490 EXISTING BUILDING AREA HOUSE 1,023 SQ. FT. PORCH 153 SQ. FT. STEPS TO GRADE 60 SQ, FT, GARAGE 506 SQ. FT. COTTAGE 132 SQ. FT. 1,874 SQ. FT PROPOSED BUILDING AREA HOUSE WITH ATTACHED GARAGE 3,016 SQ. Fl. ENCLOSED PORCH 516 SO. FT. OPEN PORCH 328 SQ. FT, STEPS TO GRADE 88 SQ. FT. 3,948 SQ. FT. LOT COVERAGE EXISTING 08.4% PROPOSED ' 17.6% STORM DRAINAGE CALCULATIONS System " A " : I Roof Area 1,442 scf. ft. Volume - 1,442x .167 = 240 cu. ft. Provide - 2- 8' dia. x 3'- 6" deep storm drainage rings ( 295 cu. ft.) With slab and piping. System " B " Roof Area - 1,470 sq. ft. Volume . 1,470 x .167 = 245 cu, fl. Provide - 2. 8' dia. x T-6" deep storm drainage rings ( 295¢u ft.) With slab and piping. System" C " : Roof Area - 1,248 sq. H. Volume - 1,248 x .167 = 208 cu. ft. Provide - 2- 8' dia. x T. 6" deep storm drainage rings ( 295 cu. ft.) With slab and piping. FINAL MAP REVIEWED BY ZBA SEE DECISION # 6 S� DATED 11 l-L� lam_ t 5117-11 AMOV 5-z 3-f i I �`✓U Fi Tv f7 P�� J -3f -1I s5t)L:V "iJ I r-uSYbE /_ 7-1'4 -Ijf Apr /+vu VINE Pc-r-i>:u��'t-C! II -7-11 BfjViSv Vt->: OF 1 0 Garrett A. Strang Architect November 7, 2011 Leslie Kanes Weisman, Chairperson Southold Town Zoning Board of Appeals 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 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (631) 765-5455 Fax (631) 765-5490 RECEIVED NOV 9 2011 BOARD OF APPEALS Pursuant to the outcome of the recent Public hearing on the above referenced matter, enclosed please find-Xcopies of the amended Site Plan which now shows the East side yard setback increased tAO' while the West side yard setback remains at 12' thereby providing a total side yard setback of 22'. The setback to the bulkhead is unchanged from that originally presented. If you have any questions regarding this amendment, please feel free to contact my office. Very truly yours, Garrett A. Strang, R.A. Architect Encs. • OFFICE LOCATION: Town Hall Annex \ r� 54375 State Route 25 \SN)\ (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 0 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD � 5-1 (v MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Principal Planner LWRP Coordinator Date: October 25, 2011 Re: Coastal Consistency Review for ZBA File Ref. KENNETH HEIDT #6516 SCTM#1000-126-11-22 RECEIVED OCT 2 7 2011 BOARD OF APPEALS KENNETH HEIDT #6516 - 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 feet, located at: 8530 Peconic Bay Blvd., (adj. to Great Peconic Bay) Laurel, NY. SCTM#1000-126-11-22 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action to 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 is CONSISTENT with the LWRP. The proposed less than the code required single side yard setback of 15 feet, and less than the code required combined side yard setback of 35 feet is EXEMPT from LWRP review pursuant to § 268-3. Definitions. MINOR ACTIONS item T", which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA; T� 0 ( d— 0 0 Figure 1. Subject parcel. The side yard variance requested will not affect a regulated natural feature and the parcel is not located within the Coastal Erosion Hazard Area. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney 0 COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING October 13, 2011 Town of Southold ZBA PO Box 1179 Southold, NY 11971 Art: Leslie K. Weisman, Chair Dear Ms. Weisman: 0 SARAH LANSDALE, AICP DIRECTOR OF PLANNING Pursuant to the requirements of Sections A14-14 thru A14-25 ofthe Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county -wide or inter -community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Heidt, Kenneth TRK:ds E[13G9 Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein Senior Planner LOCATION MAILING ADDRESS H. LEE DENNISON BLDG. - 4TH FLOOR P. O. BOX 6100 (631) 853-5191 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NY 11788-0099 TELECOPIER (631) 853-4044 . � RE(EIVED � �I SEP 2 9 2011 FORMNO.3 BOARD OF APPEALS 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 I 1 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted oursuant to Article XXII Section 280-116 which states: " All buildings or structures located on lots upon which a bulkhead, ... and which are adiacent 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 noosed side vard setbacks are 5' & 17' combined W✓t�tr- >uthorized Signature . RECEIVED SEP 2 9 2011 /7, BOARD OF APPEALS Fee: $� Filed By: - SVnN OCI Assignment No. i to APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS House No.8530 Street Peconic Bay Blvd Hamlet Laurel SCTM 1000 Section 126 BlockLot(s) 11 Lot Size 44 Zone R-40 I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED sept 21, 2011 BASED ON SURVEY/SITE PLAN DATED 7114/11 Applicant(s)/Owner(s): Kenneth Heidt Mailing Address: 17 Crinkle Court, Northport, NY Telephone: 754-3493 Fax: Email: NOTE: In addition to the above, please complete below if application is signed by applicant's attorney, agent, architect, builder, contract vendee, etc. and name of person who agent represents: Name of Representative: Garrett A. Strang, Architect for❑ )wnet❑Other: Address: POB 1412, Southold, NY 11971 Telephone: 765-5455 Fax: 765-5490 Email: architect@quixnet.net Please check to specify who yo 524correspondence to be mailed to, fr a above names: Applicant/Owner(s),Authorized Representative,1 Other Name/ Address below: � WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 7/14111 and DENIED AN APPLICATION DATED 91811 FOR: Building Permit Certificate of Occupancy O Pre -Certificate of Occupancy Change of Use Permit for As -Built Construction Other: Provision of the Zoning Ordinance Appealed. (Indicate Article, Section, Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article: xxuo kXlll Section: 280 Subsection: 16 f(a� Type of Appeal. An Appeal is made for: A Variance to the Zoning Code or Zoning Map. A Variance due to lack of access required by New York Town Law- Section 280-A. Interpretation of the Town Code, Article Section ❑Reversal or Other A prior appeal ❑ has, Z has not been made at any time with respect to this property. UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our once for assistance) Name of Owner: 0 ZB*Ie # RECEIVED REASONS FOR APPEAL (additional sheets mat, he used kith preparer's sipnantre): SEP 2 9 2011 AREA I ARIANCE REASONS: BOARD OFAPPEALS (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The community is already developed with homes of similar size and setbacks from the bulkhead. (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: The lot is narrow and the width of the house is dictated by the needs of the applicant. The seback from the bulkhead is in keeping and alignment with the average setback of the neighbors, so as to maintain a consistent unobscured vista. (3) The amount of relief requested is not substantial because: The lot is narrow and the relief requested is the minimum needed to address the applicant's needs. In addition, there is a 19 wide unbuildable lot immediately adjacent to the east, which visually increases the appearance of said sideyard and distance to the next lot. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The community is already developed with homes of similar size and setbacks from the bulkhead. (5) Has the alleged difficulty been self-created? Dyes, or D1No. Are there Covenants and Restrictions concerning this land: DNo. DYcs (please htrnish rn This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety, and welfare of the community. Check this box 0 IF A (ISE I:ARLANCE IS BEING REQUESTED, AND PLEASE COMPLETE THE ATTACHED USE (ARIANCE SHEET: (Please be .cure to consult your attorney.) Sworn to hrfore me this 24�rH day of -JZoi , 20 N Nota y Public Barbara A. Strang Notary Public, New York No 4730095 Qualified in Suffolk County Comm. Expires July 31,�[t Si ure of Appellant or Authorized Agent gent mull submit written Authorization from Owner) 0 •'of APPLICANT'S PROJECT DESCRIPTION RECEIVED (For ZBA Reference) SEP 29 2011 Kenneth Heid Date Prepared: 9/29/11 BOARD DFAPPEqL.S I. For Demolition of Existing Building Areas Please describe areas being removed: Existing 11-1/2 story single family residence; cottage and detached II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Front: 24' Rear" 48' DeDth: 116' Dimensions of new second floor: n/a Dimensions of floor above second level: n/a Height (from finished ground to top of ridge):42' Is basement or lowest floor area being constructed? If yes, please provide height (above ground) measured from natural existing grade to first floor: 32" III. Proposed Construction Description (Alterations or Structural Changes) (attach extra sheet if necessary) - Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage (from surveyor): Existing square footage of buildings on your property: 1,874 Proposed increase of building coverage: 4,246 Square footage of your lot: 22,481 Percentage of coverage of your lot by building area: 16.9% V. Purpose of New Construction: New 1-1/2 story single family residence with attached garage VI. Please describe the land contours (flat, slope %, heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Property is generally flat and is moderately wooded with mature trees and vegetation on the northerly side, some of which would have to be removed, if the house were to be set back from the bulkhead further from that which is proposed. Please submit seven (7) photos, labeled to show different angles of yard areas after staking corners for new construction), and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 A. M • E QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION Is the subject premis Isted on the real estate market for sale? Yes No Are t7 we any proposals to change or alter land contours? V No Yes please explain on attached sheet. (9 RECEIVED SEP 2 9 2011 BOARD OF APPEALS C. l.) Are there areas that contain sand or wetland grasses? 2.) Are those areas shown on the survey submitted with this application? 'SES 3.) Is the property bulk headed between the wetlands area and the upland building area? )�GS 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? 6S' Please confirm status of your inquiry or application with the Trustees: 't<R /r' /sS CA!i and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? N o E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? No Please show area of the structures on a diagram if any exist. Or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? Na If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: Please attach all pre -certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. G. Do you or any co-owner also own other land adjoining or close to this parcel? If yes, please label the proximity of your lands on your survey. H. Please list present use or operations conducted at this parcel S1-Ial-E Axi-i. and the proposed use GAaa,%E-, — 4�-cYTAGf dAG'e . (ex: existing single family, proposed: same with garage, pool or other) Authorized signature and Date 7— • • RECEIVED 1«16..12%)—Text 12 SEP 2 9 2011 PROJECT I.D. NUMBER Appendix BOARD APPEALS SEOR x C OF State Environmental Ouailty Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only .PART 1—PROJECT INFORMATION (To be completed by Applicant or Project sponsor) 1. APPCANT /SPONSO Nelfl T 2. ECT NAME �[� p OBos" A45- o 'r/&/O1- �ES/ah✓cF 7. PROJECT LOCATION: // � C� IJ Ac L- SO Xf� 04-,, Municipality LA County O a. PRECISE LOCATION (Street address and mad Interaecllons, prominent landmwka. etc., W pmyl0e map) 0,17-3 4'. A LAI L),e,C L, 5. 1S PRO ED ACTION. ' ON. ❑ Expansion ❑ ModiftatbNallaratlon C DESCRIBE PROJECT BRIEFLY: ,�J 76 %/dn 6r (!;,a A A d;EA /r A:A6E �E$tJr tD NE,� I�y STe n.y 7'TGro6 w ATT: C,�A IC,O_TrA 4S 7. AMOUNT OF LAND AFFECTED minany afSas UIUm4tety S. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTWCTIONS7 ❑ Yp c� P No 11 No, describe bdely %_o �Uc. IG ",&A . ..J/A.ie'1E.9/DE• )/A �-D ✓! STn .J G r %o'TA L 0. WHAT 1S PRESENT LAND USE IN VICINITY OF PROJECT? gRsaldemtai ❑ kwindraX ❑ epmmemw ❑ Apelcanure ❑ PaddFaptiopen aped. ❑ Other Dbsci c J O D �✓ 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOYETWMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? %Yas ❑ No II Yes. IMT aarwx* end �---­vaft A Se✓%ffot-D �t//c.Di..J G� T•�'�S ne s, ,,,)C fl_t Sys bEc 11. DOES ANY ASPECT OF THE ACTIDN HAVE A CUPIREII LY VALID PERMIT OR APPROVAL? I�Yea ❑ No N yea, ast "Way name and P♦miNVWm►d - nrys bde Aj 7- 56w—"00a s T "" -rQ o S`rKf 56w—"00" 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMITIAPPROVAL REGIARE MODIFICATION? ❑ Yea ❑ No I COMFY THAT THE INFORMATION PROVIDED ABOVE Is TRUE TO THE BEST OF MY KNOWLEDGE -- ---------- — O % 7•S U Appllcam/sPonaw name//// (mA /L.2b�J" A STa.A�IG Sipnatum If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 0 0 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVED SEP 2 9 2011 b(O BOARD OF APPEALS WHEN TO USE THIS FORM: The form must be completed by the applicant for any special use permit, site plan approval, use variance, or subdivision approval on properly within an agricuhural district OR within 500 feet of a farm operation located in agricultural district, AU applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Sections 239- m and 239-n of the General Municipal Law. 1) Name of Applicant: -46A 2) Address of Applicant: /7 3) Name of Land Owner (if other th 4) Address of Land Owner: 5) Description of Proposed Project: 6) Location of Property (road and tax map 7) Is the parcel within an agricultural district? MNo 8) Is this parcel actively farmed? PNo El Yes 771 000 —/" — r.1 _ .L, I s If yes, Agricultural District Number 9) Name and address of any owner(s) of land within the agricultural district containing active farm operation(s) located 500 feet of the boundary of the proposed project. (Information may be available through the Town Assessors Office, Town Hall location (765-1937) or from any public computer at the Town Hall locations by viewing the parcel numbers on the Town of Southold Real Property Tax System. Name and Address 1. 2. (Please use back side of page if more than six property owners are identified.) The lot numbers may be obtained, in advance, when requested from either the Office of the Planning Board at 765-1938 or the Zoning Board of Appeals at 765-1809. Akh -f j2% �r Signature of Applicant Date Note: 1. The local board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitation will be made by supplying a copy of this statement 2. Comments returned to the local board will be taken into consideration as part of the overall review of this application Copies of the completed Agricultural Data Statement stmt] be sem by appkicanm andim the clerk of the hoard to the property owners -dentified above. The cost for mailing shall be paid by the applicant at the time the application is submitted for review. Failure to pay at arch time means the application is not complete and cannot be acted upon by the board. INER101 0 Town of Southold 0 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS �g(v RECEIVED SEP 2 9 2011 BOARD OF APPEALS All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# Z 6 - / ( _ Z Z The Application has been submitted to (check appropriate response): Town Board D Planning Dept. E] Building Dept. D Board of Trustees Z 0 4 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: /� pC*c'lr7pv�_ F,X/si/st�; 12 $��_(�'�� j • • RECEIVEb I }�(o Location of action: S��G� Co«tic ' U SEP 2 9 2011 �O �5�)' �P, 1R(mOFAPPEgLS Site acreage: �� • S Present land use: Present zoning classification: 2 " 4 7_/i0 L 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided:)) / (a) Name of applicant: /�FAr A, r7/ --f f ri�- /> (b) Mailing 17 G ✓L l,/ L c_ A'�)-TV/'otir,, /U6' /i-76 I� (c) Telephone number: Area Code ( (d) Application number, if C3/— 7s4— ->49s Will the action be di r lyundertaken, require funding, or approval by a state or federal agency? Yes ❑ No If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criterr . Yes ❑ No ❑ (Not Applicable -please explain) /max I s 7i,V6 OLP �/JlLO/ti'45 Lei/LL /3� b�A eti.� r/�l"!J d w� r-1 d a /c/J c re -o k-,/7-/-/ Silt uGzi° e.� S" �� T /T_oa FL^crv. c' Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III — Polict Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Applicable — please explain) TN c4E_ I5 A,0 /-/1s7"C'�, /c/JL oh Xie-W^[>e?t_oyii.�/ /L G i-.< /".ii 0 • REC,EIVED Lo SEP 2 9 2011 Attach additional sheets if necessary BOARD Or APPEACS— Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III – Polici Pages 6 through 7 for evaluation criteria QYes Q No Applicable–please explain) Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III – Policies Pag through 16 for evaluation criteria © Yes 0 No (Not Applicable – please explain) ,R1 -s i 7 i 5 c 7 /si' /Or /J !'vL Ec if t o rl Z>�." Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III – Policies Pages 16 through 21 for evaluation criteria © Yes D No 1(Not Applicable – please explain) C f f]N /v Attach additional sheets it necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III – Policies; Pages 22 through 32 for evaluation criteria. RYes M No Z�ot Applicable – please explain) witc B 6- tie %1�1& 7_ 04 4,1 t oO/?is7 � k'a,t k- l s- 6401)u 45 ,1 c REfFIVED A s �i L/G ff SEP a o n S –cm -11 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III —Policies Pages; 34 through 38 for evaluation criteria. �s ❑ NoE] (Not Applicable — please explain) e, /m/el C C13ti i A4 to >/Gy Attach additional sheets if necessary ..viA/i7 i Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. ee LWRP Section III –Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes 1:1 No (Not Applicable –please explain) T�h PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. ❑ YesEl No I (Not Applicable — please explain) P1?_i6',v7f' (-,f— Ty /t /' '/3Glc Attach additional sheets if necessary WORKING COAST POLICIES 0 0'j Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent us+� m suitable locatiom. See WRP Section III — Policies; Pages 47 through 56 for evaluation criteriUCEIVEID ❑(Not Applicable — please explain) SEN 2 9 2 011 Yes ❑ No -7 /-/ /,5 I -5 A //U l / /� 5 i51, % Nuc PPEAI Gr✓ .t! / G/-/ / '5 it r-7- !d /��% T [ - 1�� or D 17, !ti -7— Attach Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes 1:1No U Not Applicable — please explain Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 forevalu ' n criteria. ❑ Yes ❑ No Not Applicable - please explain �2 ti��� T /-z- �.f�, _/T-�.: SiT . Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — Policies; Pages 65 through 68 for evaluation criteria. EEYes ❑ No ❑ Not Applicable — please explain ✓yi.y�J�' APPLICANT • TRANSACTIONAL DISCLOSURE FORM FOR SUBMISSION BY OWNER and OWNER'S AGENT) RECEIVED SEP 2 9 2011 SOARO OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of Possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Garrett A. Strang (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: Check all that apply.) Tax Grievance Variance Pq Special Exception If "Other", name the activity: Change of Zone Approval of Plat Exemption from illat 0 or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES I== NO �✓ Complete the balance of this form and date and sign be where indicated. Name of person employed by the Town of Southold: No One Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); QB) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 29th day of September 2011 Signature:— Print Nam • rr tt A. Strang APPLICANT RECEIVED • TRANSACTIONAL DISCLOSURE FORM SEP 2 9 2011 (FOR SUBMISSION BY OWNER and OWNER'S AGENT) BOARD pFAPPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Kenneth Herdt (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: Check all that apply.) Tax Grievance Variance Special Exception If "Other", name the activity: Change of Zone 0 Approval of Plat Exemption from Plat 0 or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO D✓ Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: No One Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); QB) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this2 day of September 2011 Signature: Print Name: Kenneth Heidt Orarrett A. Strang Architect September 29, 2011 September 29, 2011 Leslie Kanes Weisman, Chairperson Southold Town Zoning Board of Appeals POB 1179 Southold, NY 11971 Re: Proposed New Residence 8530 Peconic Bay Blvd, Laurel, NY, SCTM # 1000-126-11-22 Dear Ms. Kanes Weisman and Members of the Board: 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (631) 765-5455 Fax (631) 765-5490 �o 4;> RECEIVED SEP 2 9 2011 BOARD OF APPEALS Enclosed please find the following in connection with the above referenced application: Original and eight (8) copies of completed application Notice of Disapproval, Building Permit Application, Letter of Authorization Project Description, Questionnaire and Recent Photos Transactional Disclosure Form — Owner Transactional Disclosure Form—Architect/Agent Survey, Building Plans Agricultural Data Statement Town Property Card LWRP Form (Reviewed and found consistent under Trustees Permit) EAS Fee in the amount of $1,500 The purpose of this application is to demolish existing home, garage and cottage and replace with new 1-1/2 story home with attached garage. If you have any questions regarding this application, please feel free to contact my office. Very truly yours, Garrett A. Stran Rg A. Architect Encs. • LETTER OF AUTHORIZATION RE: Premises, 8530 Peconic Bay Boulevard, Laurel, NY SCTM #1000-126-11-22 I, KENNETH HEIDT HEREBY AUTHORIZE GARRETT A. STRANG, ARCHITECT TO ACT ON MY BEHALF WHEN MAKING APPLICATION TO THE UNITED STATES OF AMERICA, STATE OF NEW YORK, COUNTY OF SUFFOLK, TOWN OF SOUTHOLD OR ANY OTHER GOVERNMENTAL AGENCY IN CONNECTION WITH THE ABOVE REFERENCED PROJECT. KENNETH HEIDT Sworn to before me this o?� Dayof '1 12011 . --.7 � .. State of New York MARIA CARMEN VIDAL Notary Public . Stria of Now Yak N0.0I M141931 Qualified In8unofk My Commission Espires I RECEIVED SEP 2 9 2011 BOARD OFAPPEALS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1502 FAX: (631) 765-9502 SoutholdTown.NorthForLnet Examined .20 Approved Disapproved alc • BUILDING PERMITAWLICATION CHECKLIST Do you have or the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERMIT NO. 4ECIEIVEO SEP 2 9 2011 BOARD OF APPEALS Building Inspector Check Septic Form N.Y.S.D E C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: APPLICATION FOR BUILDING PERMIT Date .20 �� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Budding Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. a The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work e. No building shall be occupied or used in whole or in pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not conanenced within 12 months after the date of issuance or has not been completed within 18 months from such date. if no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be requited. APPLICATION IS HEREBY MADE to the Budding Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized insoert.uswtp budding for necessary inspections. E ly----- 1D (Signature of applicant or name, if a corporation) 1 gEp _ 7 2011 X08 /�/L cJolTizfyc�ettl Mailing address of applicant) S p}nt as otvner, !e agent, ar • i 4 engineer, general contractor, electrician, plumber or builder 0r Name of owner of premises / et ,V FTy 1161.07— (As 16/DT(As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. Localign oflandon which jyo4 House NumberStreet County Tax Map No. 1000 work w,j11 be 12C 1/16 Z vLE4 Hamlet Pock 1/ Lo Z 2 Filed Map No. Lot 2. State existing use and occupancy of premises and intended use a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New BuiIdin&�V. Repair Removal—Demolition- 4. emovalDemolition4. Estimated Cost 6dl> p o o Fee occupancy A .r / c./ '&S/40 (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor -a. If garage, number of cars .� W (P RECEIVED 29 2011 OF APPEALS 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N�� 7. Dimensions of existing structures, if any: Front Zr8-16�R 216.6 &> 3 Depth S' � 2 •57 Height. 22 �/9 Number of Stories • AE:�Z/ yt i2 y iZ to Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front T Rear Depth 11,4 Height 30 I Number of Stories Z 9. Size of lot: Front f o Rear 69-8 Depth w- S i8• zo E - 34.S --.<g4 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO j — 13. Will lot be re -graded? YES NO—Will excess fill be removed from premises? YES NO 17c3i izze-cr 14. Names of Owner of premises/oY Address ^/Oaryev& i-, Ay Phone No. Name of Architect A-2 NG- Address.&A / 4 /2.PhoneNo Name of Contractor Addresses Phone No. 15 a. Is this property within 100 fee[ of a tidal wetland or a freshwater wetland? ;YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO_ ` IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. if elevation at any point on property is at 10 feet or below, must provide topographical data on survey. i 18. Are there any covenants and restrictions with respect to this property? • YES_ NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SlIR02✓ 0- At -&7r A • S 7JLo vG being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above [tamed, (S)He is the � Q m -t rs-6 L7- / r't G & ✓S' (Contractor, Agent, Corporate Officer, etq. of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in ibis appli"umi are true to the best of his knowledge and belief, and that the work will he performed in the manner set forth in the application filed therewith. Swom to before me this day o£ BtlrA Strarto20Notary ! I 730?I Ofk AS71M0YVK°Stdfdk Cod Signature of Applicant Comm. Expires Jury 31, ZO t #1 HEIDT RESIDENCE 8530 PECONIC BAY BLVD LAUREL. NY 11948 SCTM #1000-126-11-22 5/2311111:30 PHOTO TAKEN LOOKING SOUTH #2 HEIDT RESIDENCE 8530 PECONIC BAY BLVD LAUREL, NY 11948 SCTM #1000-126-11-22 5/23/1111 :30 A.M. PHOTOTAKEN LOOKING SOUTHEAST 11 0 b -6(o RECEIVED ('r 1-, 2 9 'Mils J l.. BOARD OF APPEALS #3 HEIDT RESIDENCE 8530 PECONIC BAY BLVD LAUREL, NY 11948 SCTM #1000-126-11-22 5/23/11 11:30 A.M. PHOTO TAKEN LOOKING SOUTHWEST #4 HEIDT RESIDENCE 8530 PECONIC BAY BLVD LAUREL, NY 11948 SCTM #1000.126-11-22 5/23/11 11:30 A.M. PHOTO TAKEN LOOKING NORTHEAST RECEIVED SEP 292011 Gc�l� BOARD OF APPEALS N5 HE1DT RESIDENCE 8530 PECONIC BAY BLVD LAUREL, NY 11948 SCTM #1000-126-11-22 523/11 11:30 A.M. PHOTOTAKEN LOOKING NORTHF/SY #6 HEIDT RESIDENCE 8530 PECONIC BAY BLVD LAUREL, NY 11948 SCTM #1000-126-11-22 523/11 11:30 A.M. PHOTO TAKEN LOOKING NORTINIBZT 0 _ --- 0--- MEWED SEP 2 9 2011 F- -I L-A d PA436 m OF SOUTHOLD PROPERTY RECORD CARD. OWNER STREET VILLAGE DIST.1 SUB. LOT FORMER OWNER N E W 7T TYPE OF BUILDING RES.',FARM d-, —WN SEAS. VL COMM. r- B. MISC. Mkt. Value D IMP. TOTAL DATE REMARKS SEP 2 9 2ull ,2 j- 3- WARD OF APPEALS s" AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE V, FARM Acre Value Per Acre Value t ,ale I Tillable 2 Tillable 3 Woodland Swampland Brushland FRONTAGE ON WATER FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK i New York State Departme&f Environmental Conserva0n 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: wL".dec.nv.gov LETTER OF NO NJURISDICTION TIDAL WETLANDS ACT Kenneth Heidt PO Box 624 Northport, NY 11768-0624 Dear Applicant, June 8, 2011 Re: 1-4738-04044/00002 Ohio qwr Joe Martens Commissioner RECEIVED (, SEP 2 9 2011 BOARD OF APPEALS Heidt Property 8530 Peconic Bay Blvd., Laurel SCTM# 1000-126-11-22 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 4 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. cc: KK/file Habitat -TW G. Strang, Architect Sincerely, Rog vans Regional Permit Administrator BOARD OF SOUTHOLD TOWN TRUSTEES SEP 2 9 SOUTHOLD, NEW YORK BOARD OF I PERMIT NO. 7594 DATE: JULY 20.2011 1pq b ISSUED TO: KENNETH HEIDT PROPERTY ADDRESS: 8530 PECONIC BAY BLVD., LAUREL SCTM# 126-11-22 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I 1 I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 20, 2011, and in consideration of application fee in the sum of SL50.00 paid by Kenneth Heid t and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove the existing one-story dwelling, guest cottage and detached garage, and construct a new two-story dwelling with garage, new sanitary system, install drainage, and remove five (5) trees on the west property line and one (1) tree on the southeast corner of the existing porch; and as depicted on the site plan prepared by Garrett A. Strang, Architect, last dated May 17, 2011, and stamped approved on July 20, 2011. fN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. h �'1 ��0� = RECEIVED SEP 2 9 2011 TERMS AND CONDITIONS BOARD OF APPEALS The Permittee Kenneth Heidt residing at 8530 Peconic Bay Blvd., Laurel, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removat and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required suppicmental to this permit, which may be subject to revoke upon failure to obtain same. • ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: October 4, 2011 RE: Zoning Appeal No. 6516 0 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net Transmitted herewith is Zoning Appeals No. 6516 of Garret A. Strang for Kenneth Heidt- the Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire, Short Environmental Assessment Form, Agricultural Data Statement, Transactional Disclosure Form, LWRP Consistency Assessment Form, Cover Letter from Garrett A. Strang Architect Dated September 29, 2011, Authorization Letter from Kenneth Heidt to Garrett A. Strang to Represent him in this Matter, Two Page Copy of Application for Building Permit with Disapproval Dated September 8, 2011, Notice of Disapproval from Building Department Dated September 21, 2011, Three Pages of Photos of Property as it Exists, Two Pages of Property Record Card, One Page of Letter of No Jurisdiction from NYSDEC Dated June 8, 2011, Two Pages of Board of Town Trustees Authorization Permit No. 7594 Dated July 20, 2011, Two Pages of Plans Showing Elevations of New Construction Dated September 29, 2011 Prepared by Garrett A. Strang Architect, One Page of Property Site Plan Dated May 17, 2011 Prepared by Garrett A. Strang Architect. •Town of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 10/04/11 Transaction(s): 1 1 Application Fees 0 Receipt#: 115101 Reference Subtotal 6516 $1,500.00 Check#: 6048 Total Paid: $1,500.00 Name: Strang, Garrett A 1230 Traveler St, P O Box 1412 Southold, NY 11971 Clerk ID: CAROLH interna ID: 6516 4 \S � S' y S M1� M1 26 a�aS9 y. NSG a5� F,GO TT �__� ♦ � N� o r � F v s �9 a [4ifi d� 0 i0 ON f. nFF T IqF° V�k,P c r •: - IT.I SURVEY FOR i•w i'�ie COUATY DEpIN1y9R OF NEkIN!#RNS JOHN J. ABBOTT `xi 1.141 ;'N9F fAWlT OAilU11C YMlT LOT NO. 1," MAP OF PROPERTY OF A. L. DOWNS. m. ll�l !T. OAr RE AUG. 12.1997 REF NO. �S`�-�-�e� AT LAUREL NtTOWN OF SOUTHOLD SCALE I" • GO' rrs ^.ILt INCpI mFdF��99! 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[L YOUNG a YOUNG �RH'W'E NOTE N- MONUMENT 8 -STAKE - LLDEx W10UNG, PROFE59rGNAL ENGINEER SUBDIVISION MAP FILED IN THE OFFICE OF THE CLEKK OF AND LAMD SURVEYOR N VS LICENSE N0.12845 SUFFOLK COUNTY ON AUG. 14,1929 AS FILE N0. 21. NDWMO W YrmG, LAND SURVEY" • qy I. aeKLwiKY r�M wnn wrrf i1�RONN� [mow N Y S. LICENSE NO 451193 I �, ,gugt i2a�lr�frd J r110NE r.0.BOR Q] (6361 154.0733J NOPTIVOPT, ILY.3 Vi] SAHO CVPVEYOP 11C. MO.,N11 SURVEY OF LOT(s) AS SHOWN BLOCK MAP OF PROPERTY LOCATION LAUREL,TOWN OF SOUTNWOLD SUFFOLK CO. N.Y. DATE 11/2/88 , ELEVATIONS 7/17/91 , CONTOURS 8/7/91 ELEVATIONS CONFORM TO U.S.G.V.D. - �6✓S _ —_e6 g,1i_ PECON IC BAY BLVD. /8 GREAT pECONIC BAY we for 0 BOARD MEMBERS • Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider http://southoldtown.northfork.net • Southold Town Hall 53095 Main Road • P.O. Box 1 179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, NOVEMBER 3, 2011 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, P.O. Box 1179, Southold, New York 11971-0959, on THURSDAY, NOVEMBER 3,2011: 11:15 AM - KENN ETH HEIDT #6516 - Requ est 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 feet, located at: 8530 Peconic Bay Blvd., (adj. to Great Peconic Bay) Laurel, NY. SCTM#1000- 126-11-22 The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: Vicki.TothATown.Southold. ny.us . Dated: October 11, 2011 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Vicki Toth 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 ` v v #10423 �\ v STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Candice Schott of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successively, commencing on the 20th day of October. 2011. Principal Clerk , J Sworn to before me this Ci day o 2011. LEGAL NOTICE 11:15 AM - KENNETH HEIDT _ SOUTHOLD TOWN #6516- Request for Variances from Code ZONING BOARD OF APPEALS Article XXII Section 280-116 and Article THURSDAY NOVEMBER 3, 2011 XXIII Section 280-124 and the Building PUBLICHEARINGS Inspector's September 21,2011 Notice of NOTICE IS HEREBY GIVEN, pur- Disapproval based on an application Jul suant to Section 267 of the Town Law and'.. building permit for demolition and torr Town Code Chapter 280 (Zoning), Town struction of a new single family dwelling of Southold, the following public hear- at: 1) less than the code required setback ings will be held by the SOUTHOLD of 75 feet from a bulkhead, 2) less than , TOWN ZONING BOARD OF AP- the code required single side yard set - PEALS at the Town Hall, 53095 Main back of 15 feet, 3) less than the code re - Road, P.O. Box 1179, Southold, New quired combined side yard setback of 35 York 11971-0959, on THURSDAY NO- feet, located at: 8530 Peconic Bay Blvd., VEMBER 3, 2011 ' (adj. to Great Peconic Bay) Laurel, NY. 10:00 AM - JOAN BERGLUND SCTM#1000-126-11-22 ##479 - Applicant requests a Special 1130 AM - BARBARA TERRELL Exception under Article III, Section #6513 - Request for Variance from Arti--1Fth', T 280-13B(13).The Applicant is the owner cle XXIII Code Section 280-124 and the ItµSKt requesting authorization ish an uding Inspectr's August 2, 011 No- flUh C jr S ni=. 1. NEW Accessory Apartment in an accessory ttiice of D sapproval based on a2building n _ YO RK 1,"o structure at;75 Edwards Lane (aka 25605 permit application for construction of a Out/ Ij/�� � j o ti,50 Main Road) Orient, NY. SCTM41000- porch addition and "as built' deck addi- r , �..,R-. 18-3-14. tion to existing single family dwelling at; i'my ot" 10:15 AM - JOAN BERGL ND 1) less than the code required front yard t"" Aa. T l; #6511 -Request for Variance from Ar- setback of 35 feet, 2) less than the code title 111, Code Section 280-13C and 280- required rear yard setback of 35 feet, at: 1.30 PM - MARTIN KOSMYNKA cation to construct a second story deck 15, based on an application for building 2630 Gillette Drive East Marion, NY. (KOS. LLCI #6514 - Request for Vari- addition to an accessory garage, at: 1) permit and the Building Inspector's June SCTM#1000-38-2-27 ance from Art. XV, Section 280-63, (bulk more than the code required maximum 20, 2011 Notice of Disapproval, concern- "as 11:50 AM - MICHAEL and COR- area and parking regulations) and the square footage of 750 sq. R. for acces- ing built" art studio; 1) "as built" RINE SLAVE #6510 -Request for Vari- Building Inspector's September 7, 2011 sory buildings on lots 20,000-60,000 sq. construction of an art studio is not a per- ance from Code Article XXIII Section Notice of Disapproval based on a build- R., located at 1050 North Hyatt Road mitted use, 2) less than the code required 280-124 and Article XXII section 280. ing permit application to construct a car- Southold, NY. SCI'M#1000-50-1-13.1 rear yard setback of 20 feet, located at 75 116 and the Building Inspector's August port at;, 1) less than the minimum front The Board of Appeals will hear all Edwards Lane (aka 25605 Main Road) 11, 2011 Notice of Disapproval based on yard setback of 100 feet,2)more thanthe persons or their representatives, desir- Orient, NY. SCTM#1000-18,3-14 an application for building permit for maximum lot coverage of 30%, located ing to be heard at each hearing, and/or 10:45 AM - DAVID MOORE 96515 additions and alterations to an existing at: 50 Commerce Drive Cutchogue, NY. desiring to submit written statements - Request for Variances from Art XXII single family dwelling at: l) less than the SCI'M#1000.961-1.4 before the conclusion of each hearing. Code Section 280-116A(1), An. XXIII code required rear yard setback of 50 1:50 PM - PATRICK TREANOR Each hearing will not start earlier than Section 280.124 and Art. Ill Section feet, 2) less than the code required set- # -Request for Variance from Article designated above. Files are available for 280-15 and the Building Inspectors back of 75 feet from a bulkhead, located III Section 280-14 and the Building In- review during regular business hours June 17, 2011, updated September 16, at: 1435 West Road (adj. to Wickham spector's April 21, 2011 updated Septem- and prior to the day of the hearing. If 2011, amended October 4, 2011 Notice Creek), CLtchogue, NY. SCTM#1000- ber 7, 2011 Noticeof Disapproval based you have questions, please contact our of Disapproval based on a building per- 110-7-26. on an application for building permit for office at, (631) 765-1809, or by email: mit application for "as built" additions Carryover Hearings, continued from construction of a third story "as built' to Vicki•Toth®Town Southold n3 us. and alterations to existing single family prior meetings and pending additional an existing dwelling at: 1) more than the Dated: October 11, 2011 dwelling and accessory hot tub at; 1) at information: code required number of stories of two ZONING BOARD OF APPEALS less than the code required setback of Adjourned from Public Hearing Oc- and a half, located at 2055 Grandview LESLIE KANES WEISMAN, CHAIR. 100 feet from the top of bluff, 2) more tober 6,2011 Drive Orient, NY SCTM#1000-14-2-3.20 PERSON than the code required maximum lot 1:00 P.M. - TAUBIN FAMILY 115 P.M. - CATHRIN STICKNEY BY: Vicki Toth coverage of 20%, 3) accessory structure TRUST (ORR) #6509 #6517 - Request for Variance from Ar- 54375 Main Road (Offire Location) located in other than the code required title III, Code Section 280-15, and the 53095 Main Road (Mailing/USPS) rear yard or front yard on waterfront Building Inspector's August 2, 2011, re- '­� P.O. Box 1179 properties, lorned at: 21075 Sow:dview vised October 3, 2011 Notice of Disap- Southold, NY 11971-0959 Avenue (adj, to long Island Sound) proval, based on a building permit appli- 10423-1`F 10/20 S xCiA d 11R". PV_,zTKb loots- 61 - 4 - I � ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: !Lq://southtown.northfork.net October 7, 2011 Re: Town Code Chapter 55 -Public Notices for Thursday, November 3, 2011 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of the Times Review newspaper. 1) Before October 20th: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement or during the hearing, providing the returned letter to us as soon as possible: AND not later than October 26th: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later October 26th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before November 1, 2011. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. 0 NOTICE OF HEARING The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold: NAME: SCTM # HEIDT, KENNETH 1000-126-11-22 # 6516 vnRinNce: DEMO &CONSTRUCTION REQUEST: DATE: BULKHEAD & YARD SETBACK THURS., NOV. 39 2011 11:15 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM. ZONING BOARD OF APPEALS -TOWN OF SOUTHOLD 765-1809 Ma. 0 0 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Re: Application of Kenneth Heidt SCTM #1000-126-11-22 Name: Address: SCTM #1000-126-11-23 Great Peconic Bay Blvd. Arthur C. Downs Est. Laurel, NY 11948 SCTM #1000-126-05-01 John J. Abbott SCTM #1000-126-11-21 8460 Peconic Bay Blvd. LLC c/o Louise Cervon SCTM #1000-126-09-25 Marna L. Steffen SCTM #1000-126-9-26.2 Mark Davis P.O.Box 167 Mattituck, NY 11952 P.O.Box 206 Laurel, NY 11948 P.O.Box 324 Mattituck, NY 11952 POB 1493 Mattituck, NY 11952 I, GARRETT A. STRANG, residing at 1230 Traveler Street, Southold, New York, being duly sworn, deposes and say that: On the 17th day of October 2011 deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the address set opposite the name of each person is the address of said person as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southold, NY, that said Notices were mailed to each of said persons by (certified) mail. eaitare A so Sworn to before me this f/ 1T" day of October 2011 / NryNo a 30095 pork pualfffad In Sufiolk Co:mty Comm. Expires July 31, "y J,2EL Postal O Return Recelpt Fee C3 0 �" MAIL. RECEIPT R1 tic Mail Only; N insurance (Domestic Mail Only; N Coverageru r Coverage Provided) O M, • • • •E r 0971 ri Ln Postage $ $1.2B 0971 Iq certified Fee $2.85 76 Postmark Iq 0 Return Recelpt Fee Here 22.30 O (Endorsement Requlred) O Restricted Delivery Fea (Endorsement Required) 30.00 O .l1 &Fees $ 1 36.43 10/1 1h) O Total Postage I— rR p Restricted Delivery Fee (Endorsement Requlred) 0 c�� G F[o.--/1 6 - y 14VD LLG .............................._---------. r -ex -.__ pCNo.: �' p�tw/SF CG/•-`/o^� FOP�oNo. �. _... _................... "y J,2EL //s $051� (DomesticEr O Return Recelpt Fee C3 0 (Endorsement Required) CERTIFIED MAIL, R1 _ T IC 49 M r Coverage Provided) uT Postage $ $1.2B 0971 ri a L O t` treat, N.- or PO BMNo. C Certifled Fee $2.85 Postage $ 76 r9 A Postmark O Return Recelpt Fee (Endorsement Required) $2.30 76 Postmark Here O 0 Restrieted Delivery Fee (Endorsement Required) $0.00 p Restricted Delivery Fee (Endorsement Requlred) $0.00 Total Postage & Fees $ $6.4/3 C3 Total Postage & Fees $ $6.43 10/14'Ab ra ent o h �A/L HK/d G ��10/,*b .,l�TN 0 ent To An 11 �✓S �/ 3Z7 5R"-""----"-------"'_-_---/�I`�L--- p •---------------•-------------------•---------- Street, �G .......................................... T/—/ -7—,) G lc- (v orPOBoxNo. ) - -- ---------------•--- ----------- CIN, Sime, ZiP+4------- PS Form rt 2006 l/9� Y See Reverse foi lnst�lcfic Postal CERTIFIED MAIL,r, RECEIPT M(Domestic O R`1 A9C I YAT1�Tl 1( f Ln Postage $ $1.28 0971 ra r9 Cerlffied Fee $2.85 76 0 O RsReceipt Fee (Endorsement Required) $2.30 Postmark Here O p Bestride Delivery Fee (Endorsement Required) $0.00 ..D C3 Total Postage & Fees $ $6.43 10/17/1;D r9 O Ty anet o_ a....................... p _______ ap ____________ -(v PoNo. / orB_= ________ _________1Po'667 state + /-f A l l I T ,) L //s $051� (Domestic Mail Only; NC For delivery informations VH M ri Certified Fee Postal O Return Recelpt Fee C3 Postmark (Endorsement Required) CERTIFIED MAIL, RECEIPT M (Domestic Mail Only; No Insurance Coverage Provided) ru MTotal Postage & Fees •® ru $g9 111 a L O t` treat, N.- or PO BMNo. C Ln Postage $ $1.2B 0971 A ra candied Fee $2.855 76 Postmark M(End,mement Return Receipt Fee Required) $2.30 Here p Restricted Delivery Fee (Endorsement Requlred) $0.00 Total Postage & Fees $ $6.4/3 rC3R O ent o h �A/L HK/d G ��10/,*b .,l�TN O./.' !` ...................................................... -POBoe No. pU'J �/ 3Z7 .......................................... T/—/ -7—,) G lc- (Domestic Mail Only; NC For delivery informations VH M ri Certified Fee 76 O Return Recelpt Fee C3 Postmark (Endorsement Required) Here O Reetrictad Delivery Fee p (Endorsement Required) _A MTotal Postage & Fees $ O To J [T ra �Senf O t` treat, N.- or PO BMNo. C $1.28 1 0971 $2.85 76 Postmark $2.311 Here $0.00 $6.43 10/17/ / D -Q FA/ /E COr)[G,�/ .......................................... AcJ2E L, A.1 /i 9/ 0 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK In the Matter of the Application of Ke d,4JbTJi 41 d 7 - (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel #1000- /2 6 - i / -22 COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I, dAt�Le77- �. O7-2Rtn/G residing at /23a 72c✓dt_s .a E-r- Jrroc a New York, being duly sworn, depose and say that: On the Z:5 -'r/(- :5-' day of Oe og FR-- 201 L , I personally placed the Town's Official Poster, with the date of hearing and nature of my application noted thereon, securely upon my property, located ten (10) feet or closer from the street or right-of- way (driveway entrance) — facing the street or facing each street or right-of-way entrance,* and that I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject hearing date, which hearing date was shown to be ? d2zep y �0 t/ (Signature) Sworn to before me this Z5- Day of 0,^-17)d4e_ , 2011 Barbera A. Strang Notary Public, New Yak _ No 4730095 �L� f/• Qualified in Suffolk County otary Public) —� Comm. Expires July 31? * near the entrance or driveway entrance of my property, as the area most visible to passerby. ■ Complete Items 1, 2, and 3. Also complete Item 41f Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the hack of the mailplece, or on the from if space permits. 1. Aide Addressed to: S�,, /« tin, "A,/ � � LG O Agent 0 Rr Received by ( Printed Nemo) I C. D. le delivery add,wdmtererafrbm Item 11 0 No If YES, ender deiNery address below: OF'� 3 ertlfled Mall 0 Egress Mail� /' f L , 't'� � 0 Registered ❑Return Receipt for Merchandise 0 Iraured Mail 0 C.O.D. T)' IL /ac%e'—/-2,6—/l —Z/ 4. Restricted Delivery? Moe Fee) Dyes 2. Article Number 7010 1060 0001 1567 3026 (transfer eom service I,N -- Ps Form 3811, February 2004 Domestic Return Receipt 61 T 102596 -02•M -1s40 ■ Complete Items 1, 2, and 3. Also complete [B. signature ]� Item 4 If Restricted Delivery Is desired. / - �t ■ Print your name and address on the reverse A�KO..f O Addres so that we can return the card to you. Received by (Pd Neme) C. of Ilv ■ Attach this card to the back of the mailpiece, Jor on the front If space permits. OA h i'e 0,10 /r 1. Article Addressed to: 10 ",4 L' S 11)Zry3 /ZAiTIT -1 K- aty /,qS Z �G� M /D6o—/Zb-9-Z(,Z D. b demvery eddreea dmferem from Item 17 O yes If YES, enter delivery address below: 0 No 3. Type Certlmed Mall 0 Express, Mall ❑Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery! Pft Fee) 0 Yes 2. 7010 1060 0001 1567 3019 Ps Form 3811, February 2004 Domestic Retum Receipt C /0 10259"2 -M -1e40 i ■ Complete Items 1, 2, and 3. Also complete A. Sig Item 4 If Restricted Delivery is desired. X ❑ went ■ Print your name and address on the reverse Address so that we can retum the card to you. B by (Printed Name) C.Aft DdM ■ Attach this card to the back of the maiipieoe, D (E( or on the front if space perks. D. Is delivery address dMerent from Ilam 17 Oyes 1. Article Addressed to: If YES, enter delivery address below: PNo idEl6� Il9;z AAU I rv�� Ilidartlfletl Mail 0 Express Mall 0 Registered 0 Return Reodpt for Mot 0 Insured Mall 0 C.O.D. - 4. Restricted Delivery? (6raa fee) 0 Yea 2. Ankle 7010 1060 0001 1567 3033 Ps For 3811, February 2004 Domestic Return Receipt /D 91eE6e6-02-rn taro \.I ie I cd d 1 E4 v c R S .i 0 o rz ,,,UC( Ed 00 /SPS � o❑ ri a a U r M CO CO ti r .n uT rq r9 0 O 0 0 ..0 rq 0 0 r� z M i • ■ Complete Items 1.2. and 3. Also complete Item 4 If Restricted Delivery Is daslred. ■ Prim me your ram and address on the reverse so that We can return the card to you. A. signelura X O Agent ❑ Addressee B. Received by (Rdmed Name) C. Date of Delivery ■ Attach this card to the back of the mallpiece, or on the from If space permits. D. Is delivery addrem afferent from item 1? O vas If YES, order delivery address below:C3No 1. Artkie Addressed to: &I lq L'/Z- t becv A S F S i- CKE�� /'Econ c ��y' t,c ✓J 9. Service TYPO ! O,Cersmad Me7Rehjm O Registered7lbrMerchwWlwO Insured Mail4. Resbkted Delivs 2. Article Numbe 7010 1060 0001 1567 3040 (rmnstbr Irmo - �/ __.. PS Form 3811, February 2004 Dornesec Return Receipt p i 102595-024.41540 �kYaar " E Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref. No. # 6516 Dear Mark: October 3, 2011 HEIDT, Kenneth 0 USPS Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 OCT - 2011 -�-- f I' 1000-126.-11-22 We have received an application for demolition and construction of a single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-513 is requested within 30 days of receipt of this letter. Thank you. Encls. Very truly yours, CD w i http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref. No. # 6516 Dear Mark: October 3, 2011 HEIDT, Kenneth 0 USPS Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 OCT - 2011 -�-- f I' 1000-126.-11-22 We have received an application for demolition and construction of a single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-513 is requested within 30 days of receipt of this letter. Thank you. Encls. Very truly yours, 0 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 h�o�gUfF014,coG o y� c z W • �*1 �ao� http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 October 3. 2011 Mr. Thomas Isles, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Isles: E USPS Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File # 6516 Owner/Applicant : HEIDT, Kenneth Action Requested: Demolition and construction of single family dwelling. Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. ( ) Boundary of Agricultural District () Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Encls. Very truly yours, BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider November 18, 2011 Garrett A. Strang P.O. Box 1412 Southold, NY 11971 Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 RE: ZBA Application #6516 - Heidt Dear Mr. Strang: Transmitted for your records is a copy of the Board's November 17, 2011 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above application for variances. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of this determination to the Building Department. If you have any questions, please call the office. �Siinncerfie� y, � Vicki Toth Encl. Cc: Building Dept. 1 5. 27' Ib'J.9'•1s--• % UTILITY TJ L E- >rJ�Yt'e..1 h-lT OF 1-IDU�E 3YYoul-l4 �Y YJufJ4 I -M1 -Hp :S IJZV GYJ2 N /L �7/ F A. -`S 1-4 U V-- G. t -J r\ I W ' uIT I-IYY Y. \ L. -f� TAX MAP 0 • E. xI�IIJ4 ZO< F�JT'f C141T I/Z <�Ttl2 G0.P/+1. �' �'yt SUFFOLK COUNTY WATER AUTHORITY Ha1.14 c_.. Tu FT. O ,' 1.0. 11 'K.Y hU�f tJSY IJ /aPf I L/_+NU a .A r- t oo AND DETACHED COTTAGE E%1"iTl1-\4 SINGLE FAMILY DWELLING o EXI.S Y.IN4 CJTTA44. Tu L j, PECONIC 17 CRINKLE COURT WL � ><✓4_-cE-w.ov<v -�.� N�d �w41 3GA1::-1E 368 SQ. 4 JI� FEGPN 6YZLIGTLfi N1 FT. r\ I W ' uIT I-IYY Y. \ L. NOTE: THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM, A SURVEY MADE BY NATHAN TAFT CORW W 10, ImANO SURVEYOR JAMESPGRT, NEW YORK, PAVED: auLY 15, 2510 ELOTID i0/1E MOY FIRM �70#C04S1H SEIrTE1ow 2S, MNS N/O/� 84G7 (7�GJN IG 8aY #5c9U1��-Vp.Zj L..I�L. 6 I T E-1- -f� TAX MAP 0 v PIWc_1-1 S ZO< F�JT'f C141T I/Z <�Ttl2 G0.P/+1. �' �'yt SUFFOLK COUNTY WATER AUTHORITY '�� FT. O ,' 1.0. 11 'K.Y hU�f tJSY IJ /aPf I L/_+NU a .A r- t oo AND DETACHED COTTAGE PROPOSED SINGLE FAMILY DWELLING System" C " : WITH ATTACHED GARAGE GREAT TLJJ E -GT' SITE PECONIC 17 CRINKLE COURT FT. m 576 SQ. "o 3GA1::-1E 368 SQ. 4 JI� FEGPN 6YZLIGTLfi N1 FT. 4,248 SQ. FT. LOTCOVERAGE EXISTING 08.4 PROPOSED 18.9% K \ - G a' L _ 2 7 V _ \ NOTE: THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM, A SURVEY MADE BY NATHAN TAFT CORW W 10, ImANO SURVEYOR JAMESPGRT, NEW YORK, PAVED: auLY 15, 2510 ELOTID i0/1E MOY FIRM �70#C04S1H SEIrTE1ow 2S, MNS N/O/� 84G7 (7�GJN IG 8aY #5c9U1��-Vp.Zj L..I�L. 6 I T E-1- -f� TAX MAP 0 1000-136-11- 22 'SG/i--L� 1" G ZO< F�JT'f C141T OF- I -I �'yt SUFFOLK COUNTY WATER AUTHORITY '�� FT. O ,' 1.0. 11 'K.Y hU�f tJSY IJ /aPf I L/_+NU • o � i.0. >o AND DETACHED COTTAGE PROPOSED z • 7/n/u p, m 1 4 If t IL f 6176 RECETveiii, SEP z s 1011 80AR00F4FP0IS GARRETT A. STRANG architect 1230 Trellder Street, P.O.BDx 1412 SousllxiK New York 11871 ph 631-783-5455,f1L831-785-5480 BAT SITE AREA SITE DJ1TN>t 0.516 ACID - 22,401 SO. FT, TAX MAP 0 1000-136-11- 22 ZONING 1\ L•e. ��� LI .I.1 �'yt SUFFOLK COUNTY WATER AUTHORITY USE FT. O ,' 1.0. 11 4 J 11� , n • o � i.0. >o AND DETACHED COTTAGE PROPOSED SINGLE FAMILY DWELLING System" C " : WITH ATTACHED GARAGE GREAT TLJJ E -GT' SITE PECONIC 17 CRINKLE COURT FT. NORTHPORT, MY 11701 576 SQ. "o 3GA1::-1E 368 SQ. FT. 6176 RECETveiii, SEP z s 1011 80AR00F4FP0IS GARRETT A. STRANG architect 1230 Trellder Street, P.O.BDx 1412 SousllxiK New York 11871 ph 631-783-5455,f1L831-785-5480 BAT SITE AREA SITE DJ1TN>t 0.516 ACID - 22,401 SO. FT, TAX MAP 0 1000-136-11- 22 ZONING R-40AAESIDENTIAL FLOOD ZONE "X" WATER SUPPLY SUFFOLK COUNTY WATER AUTHORITY USE FT. EXISTING SINGLE FAMILY DWELLING FT. WITH DETACHED GARAGE 1,874 SQ, AND DETACHED COTTAGE PROPOSED SINGLE FAMILY DWELLING System" C " : WITH ATTACHED GARAGE OWNER KENNETH AND KATHLEEN HEIDT ATTACHED GARAGE 17 CRINKLE COURT FT. NORTHPORT, MY 11701 EXISTING BUILDING AREA HOUSE 1,023 SQ. FT. PORCH 153 SQ. FT. STEPS TO GRADE 60 SQ. FT. GARAGE 506 SQ. FT. COTTAGE 132 SQ. FT. - 1,470x .167 = 245 cu. ft. 1,874 SQ, FT. PROPOSED BUILDING AREA ( 296 cu. ft. ) With slab and piping. System" C " : HOUSE WITH Roof Area - 1,248 sq. ft. ATTACHED GARAGE 3,216 SQ. FT. ENCLOSED PORCH 576 SQ. FT. OPEN PORCH 368 SQ. FT. STEPS TO GRADE 88 SQ. FT. 4,248 SQ. FT. LOTCOVERAGE EXISTING 08.4 PROPOSED 18.9% STORM DRAINAGE CALCULATIONS System " A " : G Roof Area - 1,442 sq. ft. Volume - 1,442x .167 = 240 cu. ft. Provide - 2- 8' dia. x 31- 6" deep storm drainage rings ( 295 cu. ft. ) With slab and piping. System" B " : SCALE WO -Ci - Roof Area - 1,470 sq. ft. Volume - 1,470x .167 = 245 cu. ft. Provide - 2- 8' dia. x T.6" deep storm drainage rings ( 296 cu. ft. ) With slab and piping. System" C " : Roof Area - 1,248 sq. ft. Volume - 1,248 x .167 = 208 cu. ft. Provide - 2- 8' die. x 31- 6" deep storm drainage rings' ( 295 cu. tL ) With slab and piping. 11TLE - Pr O t�O t� Zr *..5 1 P- G SCALE WO -Ci ' '�'r"O =-L3. II Ibc. _iSY VaTI�N GARRETT A. STRANG architect 1230 Traveler Street, P.O.Box 1412 Southold, New York 11971 ph. 631- 765.5455,fx.631.765-5490 architect@quixnet.net �5! (, QED SEP 2 9 2011 BOARD OF APPEALS TITLE T- r7-- 'F.. �S e— C-' N F_ %,V ;�- M�- 'S I P r N i/Fr r-00 w— LOCATION — S"r� 3s+ TSE--- O N IG- "� i�Y P L,./ P. SCALE ,45 N OTR[ REVISED DRAWING NO. DATE- 4aZ1-II YG I DRAWN BY wtoject NO. If: JI I aF`L iZ I � i VaTI�N GARRETT A. STRANG architect 1230 Traveler Street, P.O.Box 1412 Southold, New York 11971 ph. 631- 765.5455,fx.631.765-5490 architect@quixnet.net �5! (, QED SEP 2 9 2011 BOARD OF APPEALS TITLE T- r7-- 'F.. �S e— C-' N F_ %,V ;�- M�- 'S I P r N i/Fr r-00 w— LOCATION — S"r� 3s+ TSE--- O N IG- "� i�Y P L,./ P. SCALE ,45 N OTR[ REVISED DRAWING NO. DATE- 4aZ1-II YG I DRAWN BY wtoject NO. If: JI I aF`L GARRETT A. STRANG architect 1230 Traveler Street, P.O.Box 1412 Southold, New York 11971 ph. 631.765-5455,hc.631-765-5490 architect@quixnet.net RECEIVED SEP 2 9 2011 BOARDOFAPFEMS TITLE P is O t�� 2 �- t-�-G- F?d TL - IG E+ H }C K .D+T LOCATION 8 $ 3 v p F-� G J F --t 141 'fes a -Y -P� I- V V A u T, F:- L-.. F-! E...v YO ir- IGr SCALE REVISED DRAWING NO. Ag NOTE.Q DATE 4_ 24-11 DRAWN BY 4 Ab PROJECT NO, 1: CR 1 FOR PGL NO SEE SEC. NO. ' 1"47 -MA _LME \ / SEE SEC. N0.1 v MATCH LINE �10 s \N n NO COs 31A(c) \y 28A(cl'i' OQ MATS dQ MW IMTTITOc i MRN e� N� y� • DIST 0 • 12 / 11.SAIc) 'P � t P Y A rY'� 1 Y r y 1M1 o • � / Q' / FOR PCL. NO. SEE SEC. NO. 12&NU 423 UNE NO 128 4,9NCI Q- \` � t,p � • Q,� pC; 1 _ / Y 'zt IMTTICMPMR pSiRICi /. i 203 \ i F Q It AA(c) ruiuRE carvs[muNcr ® b�c � � EO" �0 vtl U 1 SEE SEC. NO. 131 M1 \ y 8 B 10.2 10.t Z /• B /�_ B x It 12 13 f � S It § Y 9 A^ `'1'\ f b s M •w k \o r- 3`. M1" J O N Horbn Gaeek 5 _LME \ / SEE SEC. N0.1 v MATCH LINE �10 s \N n NO COs 31A(c) \y 28A(cl'i' OQ MATS dQ MW IMTTITOc i MRN e� N� y� • DIST 0 • 12 / 11.SAIc) 'P � t P Y A rY'� 1 Y r y 1M1 o • � / Q' / FOR PCL. NO. SEE SEC. NO. 12&NU 423 UNE NO 128 a B / s / "� qg 132.. 14 l -J DT, K �Nrtl rnaI'11,n4s dor Q& - 11-.2l l.b-1l—a3 4,9NCI Q- \` � t,p � • Q,� pC; 1 _ / Y 'zt IMTTICMPMR pSiRICi /. • a ,0 203 F Q • \� t 3N a Zo i � 'fin\4g �l M�,0�� / � � EO" �0 vtl U 1 SEE SEC. NO. 131 \ g 4 s E /• B /�_ B +; a B / s / "� qg 132.. 14 l -J DT, K �Nrtl rnaI'11,n4s dor Q& - 11-.2l l.b-1l—a3