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TR-10631
���� SO Town Town Hall Annex Glenn Goldsmith, President 54375 Route 25 A. Nicholas Krupski, Vice President �� P.O. Box 1179 0 Southold, New York 11971 Eric Sepenoski Liz Gillooly C'n- Telephone (631) 765-1892 Elizabeth Peeples �� Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OFT HE BOARD T S CHECKED TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF TUC: J%COFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain- l sc day of construction '/2 constructed When project complete, call for compliance inspection; Glenn Goldsmith, President , Town Hall Annex �.., 54375 Route 25 A.Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 20, 2024 Jeffrey Patanjo PO Box 582 Bohemia, NY 11716 RE: 225 WILLIAMSBURG DRIVE, LLC, c/o WILLLIAM TOTH 145 WILLIAMSBURG ROAD, SOUTHOLD SCTM# 1000-78-5-13 Dear Mr. Patanjo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 14, 2024 regarding the above matter: WHEREAS, Jeffrey Patanjo on behalf of 225 WILLIAMSBURG DRIVE, LLC, c/o WILLLIAM TOTH applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated April 26, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 18, 2023, again on November 15, 2023, and again on August 14, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of 225 WILLIAMSBURG DRIVE, LLC, c/o WILLLIAM TOTH to remove and replace 101 linear feet of deteriorated timber bulkhead in-place with new vinyl bulkhead including two (2) 16' vinyl returns on both sides of existing 14'x16' wood ramp which shall be replaced in-kind to match existing dimensions utilizing all untreated timbers; establish and perpetually maintain a 15' wide non-turf buffer along the landward edge of the bulkhead; demolish existing dwelling and garage; construct a new two- story dwelling with attached garage over existing foundation; a 16'x20' covered porch with second-story balcony above on south side of dwelling; a 6'x20' front porch; install two A/C units and bilco door on north side of dwelling; replace existing conventional sanitary system with new I/A style sanitary system landward of dwelling; and install gutters to leaders to drywells to contain roof runoff; with the condition that any trees removed during construction be replaced on a 1 to 1 basis using native hardwoods; and no tree removal between March 1 and November 30 according to DEC regulations regarding the Northern Long-Eared Bat; all as depicted on the site plan prepared by Jeffrey Patanjo, received on September 9, 2024, and stamped approved on September 16, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, 4 Glenn Goldsmith President, Board of Trustees GG/ec � i' 'D'l,. _ 'r'710 'r�aF..�`C7,: 3 1�IQ ',6i` • iA' i'�S,c 9��"'�j"` Y/��a 'L J'` ♦ �. y' . 1•% .. '•L �� t iJY 11� :~ "'ii Y"• N ��N �' ~4i _- �si'� L• x l`-� .7 _�'`' ��"�i �"'� ' %.`` • *`%5° I� • •';i•` ;f�=7.}l 2 !/ -1' i,,;...:. 1 (`r..l' _ 'll^�i fj. �,i- -12:�"17e...5*GY..T[+�V�'�'F+,F1;3+�C4J-�'Y:35 "�R' 'Tti!�!iA.*Lt.6!E�53S:.bL,&6.`'`�::.1X33F.''�"• •,,JdStfE��d'¢. 4::3'SJL 4-�' •'S�"£.'?�.k?.2�,'Yik^!.:e.�'RYf�':ffi�S" •r .�. ,, Sa BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ,y ;�- PERMIT NO. 10631 DATE: AUGUST 14,2024 ISSUED TO: 225 WILLIAMSBURG DRIVE,LLC, c/o WILLLIAM TOTH PROPERTY ADDRESS: 145 WILLIAMSBURG ROAD, SOUTHOLD a SCTM# 1000-78-5-13 AUTHORIZATION x Pursuant to the provisions of Chapter 275 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 August 14,2024, and . ;.; in consideration of application fee in the sum of$1,250.00 paid by 225 WILLIAMSBURG DRIVE,LLC, c/o WILLLIAM TOTH and subject to the Terms and Conditions as stated in the Resolution,the Southold Town ' Board of Trustees authorizes and permits the following: Wetland Permit to remove and replace 101 linear feet of deteriorated timber bulkhead in-place with new vinyl bulkhead including two (2) 16'vinyl returns on both sides of existing 14'x16' wood ramp which shall be replaced in-kind to match existing dimensions utilizing all untreated y, timbers; establish and perpetually maintain a 15'wide non-turf buffer along the landward edge of the bulkhead; demolish existing dwelling and garage; construct a new two-story dwelling 1 with attached garage over existing foundation; a 16'x20' covered porch with second-story # balcony above on south side of dwelling; a 6'x20' front porch; install two A/C units and bilco door on north side of dwelling; replace existing conventional sanitary system with new I/A style sanitary system landward of dwelling; and install gutters to leaders to drywells to contain roof runoff, with the condition that any trees removed during construction be replaced on a 1 to 1 basis using native hardwoods; and no tree removal between March 1 and November 30 according to DEC regulations regarding the Northern Long-Eared Bat; all as depicted on the site plan prepared by Jeffrey Patanjo,received on September 9,2024,and stamped approved on September 16,2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, t' and these presents to be subscribed by a majority of the said Board as of the day and year written above. - r OgpFFO�,�- — V 4 i m]i���x"tihFiR23:,4f ,.�d�6t�",d�-.�'° mSS�L•s°t'fi�1Sr�oxe:e«.,rra�,�rcras�;-u'�' T',x�3aL _ 'd3��..YY�3. _ i` ;�, +,'",t � +" /�<_=�..1 ,,' �i:.;_� -_l, ��,y p:;r.. �:�;�.f.i',• .�a':,�;;: ,1-tL�rJ =u'y,s' •�';J `_��'���, ij9efy" ,i.tea 11 a .;. .;1 .� 1�ad U•� °�,Y, i,{,$Z�`' n` .° :e.S'a,d'{ ...y .}, :r, �;�S"•y �.i. TERMS AND CONDITIONS The Permittee 225 Williamsburg Drive LLC c/o William Toth, 145 Williamsburg Road Southod,New York as part-of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. 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 36 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 Permittlee 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-dompliance 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 alongthe beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal 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 supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. pi A MA1 V _ Y 3 4- \ ri .SI•. q�� w N' �, k^ A 25 �' .Southold' . - •.; - rx n I ,f Y A Y c'J-' .r r aNlN'' >•,d/:: ar' .. .�:;:.J,;y,.:,,'P.. „^gip''t1.=,,;Ei,�' - R:. •ti "h-- / V Z"i, PROJECT 19� E bD �oE IV :, / � Nay, tit ,a': LOCATION ����o EXISTING RESIDENCE SEP 9 2024 L -,Si- / / °<y5� , �, { !'f R f 1 ,,,;d.Gr ✓y.,,x 6 {,f �k�y,�d,y v ,�Y J� ,,4,"' # f�' / SDutholdTown w c.t w - `�� U,In1S1QeS ' z v a Y ] ham€ SILT FENCE , Bo80d ' �"r "^` a .fir rf j x ,'- , ,,,ri r s ; ayy r= O S 9• I s 9 f S /�'W a'+� f—7 �� NYSDEC LOT COVERAGE f �'BafowRdEx W Q �p cz PROPOSED SANITAP$ BUILDABLE AREA: 13,877 S.F. �', o t F p r+ r+yl-� t .'a vco ~j = —L LP \ LEACHING SYSTEM 20% MAX OR 2,775 S.F. LP PROPOSED FUJICLEAN CEN5 I/A TREATMENT : - LP U.P. / LP PROPO§ED 3.5'X3.5' AC UNITS (TYP-2) �. 1 y5 fi N, HOUSE WITH COVERED PORCH M LIP °� PROP. DRYWELL \ ,, .;,., afr df a LL i DP ¢ STOOP & BILCO: 2,358 S.F. r •, ,Ic" r' x ",_ . ►t$ { DJ. ., .'.,,. ., 4,ye.E; .' 1 r' �r�,N';e.�:. liYu �,-. [!^{„�.-.^�' ;.. O 1;..y:t 8Sd 5 DEEP DEMOLISH EXISTING HOUSE AND ,,.: „ ,.,1,1'.;< ,,,, ' s,l, ..., , WOOD WALK: 75 S.F. ° � `� '`�: ` _' w � ,., ,a. .,x ,r RO 0 ED CONSTRUCT PROPOSED 2 STORY ��� ;_� ,:=�- ;:;,?; - ,::.,r;:u,�. - ;�_, :,�-•: ,;;,;'�` 0 �,, . U.G: UTILITIES / HOUSE OVER EXISTING FOUNDATION r,r <,".:<,• cn,;, ,,f- - ;.. .:`>,, ;,;.. .; ., .;:.`.' a....� ;.'.: : Z / Op TOTAL: 2,433 S.F. OR 17.53% aughing STO O' y f a! �f f �ti � 1 �^4' Waters ,..�'��x � -� � � ✓^�•, i� S f"x�,Yj�� � ��' V 1 I . ^O I� / �,� CSC` ,�1 •t �, ':;,,• ',,,.,'f-,�`,ar 3t:=;,� , .* 1a � � 5 +`Y,;.,J:.;,r,.`r, f ''� 2 ,,'K'' er'. � - - �. 000, 1 V� � ..,'rt "3L d }',• 1�.'4'c'Sv`- e 'ry, ',t,,€„#rF /' .. Q r \F s¢� SFPROJECT LOCATION MAP oQ " PROP. STEP REMOVE AND REPLACE EXISTING 16' BULKHEAD RETURNS 1' X 2.3' o N / -4ZQ 4 N.T.S. / Ilk/ 1� O' J ! o PROPOSED FIR TIMBER TOP CAP `� 60 REMOVE & REPLACE EXISTING 1,V x 16' BOAT RAMP PROPOSED 14' LONG 10' BUTT 6,0, o i c' IN SAME LOCATION AS EXISTING. OO�k"� °?3 ? ALE ¢0i N / 00 PROPOSED W 3.x6. o TREATED TIMBER PILE 6' 9.25' , M.H.W. & M.L.W. ALONG FACE OF BULKHEAD 9 PROP. COVERED / ++ PROPOSED 6•xG" CGA PORCH 5.75'x20' R ! PROPOSED 101 LF VINYL BULKHEAD "i TOP & BOTTOM WALE IN SAME LOCATION AS EXISTING PROPOSED 15' WIDE NON—TURF BUFFER _ AWRMKqE wHw z PROP. 16' X 20' COVERED ! PORCH WITH 2ND FLOOR A.S. EXISTING BULKHEAD ! PROPosm 6'nP ccA BALCONY% TO BE REMOVED IN ROOF DRAIN DRY WELL 1 LAY—LOG PILE ITS ENTIRETY 8'0, 5' DEEP ; PROTECT EXISTING TREES TO MAXIMUM EXTENT PRACTICABLE ++ 0 "�Y1 w ° oak PROPOSED 8'TIP CCA PILE, 6' PIER LINE WITH HOUSE TO NORTH AND POSSIBLE PROPOSED HOUSE TO O.c. B' LENGTH. BOLTED TO VACANT PROPERTY / SOUTH. DUE TO NORTH HOUSE CURRENT LOCATION BEING SET BACK LAY—LOG WITH 3/4' GALVANIZED TH /4 BOLTS. PROPOSED 12' LONG CLOG NO STRUCTURES Vv 9000 VINYL SHEETING FURTHER THAN OTHER HOMES ON THE BLOCK. NO ADDITIONAL SCENIC �" s? VIEW OBSTRUCTIONS SHALL BE INCURRED FROM THIS PROJECT. PROPOSED 16' LONG 1'DUL �_cj' l `S9• ^� GALV. TIE ROD. 6' O.C. \ 0 'q N 6 PREPARED BY: \ 44o��` CONSTRUCTION NOTES: TYPICAL SECTION JEFFREY PATANJO F m P.O. BOX 582 \ eUkoiNc��, ,'� ,/ 1. ANY TREES REMOVED FOR THIS PROJECT SHALL BE REPLACED N.T.S. BOHEMIA, NY 11716 F ' ,o� AT A 1 FOR 1 BASIS. ALL NEW TREES MUST BE NATIVE AND MIN. 631-487-5290 \ z°pF,,,, 2" CALIPER AT TIME OF PLANTING. JJPotanjo@gmail.com 2. NO TREE REMOVAL SHALL EXIST DURING LONG EAR BAT SEASON SCALE: \ / BETWEEN DECEMBER 1 - FEBRUARY 28 OF ANY YEAR. BULKHEAD PERMIT PLANS AS NOTED \ q PROPOSED PLAN, SECTION . DATE: SURVEY NOTES: 11-15-2s & LOCATION MAP 7-5-24 \ / q 1. ELEVATIONS REFER 'TO N.A.V.D. 1988 DATUM PROPERTY OWNER: 7-11-24 / 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY: C/ I WILLIAM TO H DRIVE, LLC (aka 145ILLIAMSBURG WILLIAMSBURG DRIVE) 9-59244 DRIVE 8-1 EXISTING RESIDENCE \ PLAN KENNETH M. WOYCHUK LAND SURVEYING, PLLC 1003 MILLER FARM ROAD / SOUTHOLD, TOWN OF SOUTHOLD / SCALE: 1"=30' LATEST DATED JAN. 16, 2018 STAUNTON, VA 22401 SUFFOLK COUNTY, NY SHEET: TAX MAP NO. 1000-78-5-13 1 OF 1 SOUTHOLD . T TRUS EES No. . 10 (0 31 Issued T Date Z 114 24 , Address ' Ms ���Ye � Soa�nold THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOU'FHOLD SOUTHOLD; N.Y. 11971 TEL.: 7654892 AWIV / \ BAY VI w s mt ,r�✓ d^ n j+ I , i w 4' 4. F A�k `�M OAT os�` o at r I h Custer Avle +Y AD �<' "'' .SoUthol�, 'T� _r Z s e 5 I,� ; �i, t i4s'.r..r 41, ZS c i MUSeUfit 4- �1 t 4l a114C'}y"gYe �'i c' r z.t j 1 �`f~+u•��r�.t °; AFC PROJECT LOCATION EXISTING RESIDENCEr ,.��, k � � / � � � � 4 l a ys°�a c�J, ��';„� '�Sf s� "^' � ���iMz.a f� ��r � ', _•°. �.z. lt ''r SILT FENCE v Ma ct „A ya J �T kvt �"`a, ,a tea' oj. NYSDEC LOT COVERAGE c� PROPOSED SANITAR BUILDABLE AREA: 13,877 S.F. o Y Lp \ LEACHING SYSTEM/ 20% MAX OR 2,775 S.F. a r F 4 e� 3?E �1 r y LP PROPOSED FUJICLEAN CEN5 I/A TREATMENT kt3ay�liew r s 71 ar t , r r s U.P. LPLP LP PROPO�ED 3.5'X3.5' AC UNITS TYP-2 tir t` 1 HOUSE WITH COVERED PORCH, s ' ° F 3 ;;hP 5t DP °� PR�P. DRYWELL STOOP & BILCO: 2,358 S.F. T x< ' Mar 8�, 5' DEEP DEMOLISH EXISTING HOUSE AND kh � ' r � ( ' kk ngaYvieK,R; a e WOOD WALK: 75 S.F. z e, T n PROPOSED o CONSTRUCT PROPOSED 2 STORY k �_� U.G. UTILITIES / HOUSE OVER EXISTING FOUNDATIONg £ r TOTAL: 2 433 S.F. OR 17.539' ' ��� AUG/ Op . -z �+ ' 2 3 2024 T o. vo / � Am � s,rs+.��'�� a CO41i Le In jsO° 5 4 ice: y m 3 a t'r h b 1 SOUthold Town =ry k,Fk F 3S4. ?.S ? K7 Board of Trustees FF R %p l l '� PROJECT LOCATION MAP PROP. STEP F >>8 FNCE' :a oOQ REMOVE AND REPLACE EXISTING 16 BULKHEAD RETURNS 1' X 2.3' 0 N / 3o��i s N.T.S. O' ; ryd•'� /s-C REMOVE & REPLACE EXISTING 14' x 16' BOAT RAMP PROPOSED FIR TIMBER TOP CAP .0, / l IN SAME LOCATION AS EXISTING. PROPOSED IV LONG 10•BurT 00\� 30?• N I 00 PROPOSED 3"X6" CCA TREATED TIMBER PILE 6' O W 3pq 2¢0� .• REAR WALE O.C. 9.25' / o M.H.W. & M.L.W. ALONG FACE OF BULKHEAD PROP. COVERED / II' PROPOSED 8'x6'ccA PORCH 5.75'x2O' a ' PROPOSED 101 LF VINYL BULKHEAD I'I TOP& BOTTOM WALE IN SAME LOCATION AS EXISTINGat PROPOSED 15' WIDE NON-TURF BUFFER I, m MAW B.2M PROP. 16' X 20' COVERED ^ ' REMOVE EXISTING 3' X'40' WOOD DECK AND REPLACE I I I PORCH WITH 2ND FLOOR / �4 S' WITH NEW 4' X 40' WOOD DECK IN SAME LOCATION EXISTING BULKHEAD BALCONY; / PROPOSED 8'TIP CCA To BE REMOVED IN ROOF DRAIN DRY WELL LAY-LOG PILE 8'0, 5' DEEP ; PROTECT EXISTING TREES TO MAXIMUM EXTENT PRACTICABLE III mmxlm MLW B.aat / PROPOSED 8'TIP CCA PILE, 6' PIER UNE WITH HOUSE TO NORTH AND POSSIBLE PROPOSED HOUSE TO O.c. B' LENGTH. BOLTED TO WITH 3 4 VACANT PROPERTY / SOUTH. DUE TO NORTH HOUSE CURRENT LOCATION BEING SET BACK LAY-LOG GALVANIZm TIIRtI ITS, PROPOSED IS LONG cLoc NO STRUCTURES ; V/ FURTHER THAN OTHER HOMES ON THE BLOCK. NO ADDITIONAL SCENIC 9000 VINYL HEEnNG s?S9, `3 VIEW OBSTRUCTIONS SHALL BE INCURRED FROM THIS PROJECT. ��mRD6,LONG O o.c• D� �3 o e-9Qg ' N ;/I If PREPARED BY: CONSTRUCTION NOTES: TYPICAL SECTION JEFFREY PATANJO P.O. BOX 582 1. ANY TREES REMOVED FOR THIS PROJECT SHALL BE REPLACED N.T.S. BOHEMIA, NY 11716 AT A 1 FOR 1 BASIS. ALL NEW TREES MUST BE NATIVE AND MIN. 631-487-5290 'z� 2" CALIPER AT TIME OF PLANTING. JJPatanjo@gmail.com 2. NO TREE REMOVAL SHALL EXIST DURING LONG EAR BAT SEASON BETWEEN DECEMBER 1 — FEBRUARY 28 OF ANY YEAR. BULKHEAD PERMIT PLANS ASANOTED PROPOSED PLAN, SECTION DATE: SURVEY NOTES: 5-23 �'� � 1. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM PROPERTY OWNER: & LOCATION MAP 7-5-24 225 WILLIAMSBURG DRIVE 7-11-24 `. 225 WILLIAMSBURG DRIVE, LLC 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY: C/O WILLIAM TOTH (aka 145 WILLIAMSBURG DRIVE) s-1s-24 EXISTING RESIDENCE \\ / PLAN KENNETH M. WOYCHUK LAND SURVEYING, PLLC 1003 MILLER FARM ROAD SOUTHOLD, TOWN OF SOUTHOLD SCALE: 1"=30' LATEST DATED JAN. 16, 2018 STAUNTON, VA 22401 SUFFOLK COUNTY, NY SHEET: TAX MAP NO. 1000-78-5-13 1 OF 1 Glenn Goldsmith,President -�O�pSUFFOtX�oG Town Hall Annex A.Nicholas Krupski,Vice President "= y1 54375 Route 25 0 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples Telephone'��" Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: AS PER REVISED PROJECT DESCRIPTION AND PLANS RECEIVED 7/11/24 Jeffrey Patanjo on behalf of 225 WILLIAMSBURG DRIVE, LLC, c/o WILLLIAM TOTH requests a Wetland Permit to remove and replace 101 linear feet of deteriorated timber bulkhead in-place with new vinyl bulkhead including two (2) 16' vinyl returns on both sides of existing 14'x16' wood ramp which shall be replaced in-kind to match existing dimensions utilizing all untreated timbers; construct a new 4' wide by 40' long boardwalk on-grade with untreated timber decking; install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead; demolish existing dwelling and garage; construct a new two-story dwelling with attached garage over existing foundation; a 16'x20' covered porch with second-story balcony above on south side of dwelling; a 6'x20' front porch; install two A/C units and bilco door on north side of dwelling; replace existing conventional sanitary system with new I/A style sanitary system landward of dwelling; and install gutters to leaders to drywells to contain roof runoff. Located: 145 Williamsberg Road, Southold. SCTM# 1000-78-5-13 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples J �� �, `YgUFFUjk .;" Glenn Goldsmith,President ,.-.�� COGy Town Hall Annex A.Nicholas Krupski,Vice President <' 54375 Route 25 Eric Sepenoski CO ,? P.O.Box 1179 Liz Gillooly �y • o��+� Southold,NY, 11971 Elizabeth Peeples � Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees M1 Field Inspection Report Date/Time: 1011tJ13 Completed infield by: tl•L� Pee. leZ Jeffrey Patanjo on behalf of 225 WILLIAMSBURG DRIVE, LLC, c/o WILLLIAM TOTH requests a Wetland Permit to remove and replace 101 linear feet of deteriorated timber bulkhead in-place with new vinyl bulkhead including two 16' vinyl returns on either side of existing 14'x16' wood ramp which shall be replaced in-place and in-kind utilizing untreated timbers; construct a new 4' wide by 40" long boardwalk on-grade with untreated timber decking; install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead; install a proposed 14'x24' in-ground pool with 12" bluestone coping on grade around entire pool (no patio); install pool enclosure fencing with gates; install a,pool equipment area and a pool drywell for backwash; demolish existing 58.4'x24.4' dwelling and garage, leaving existing foundation and garage slab; construct a' new 58.4'x24.4' two-story dwelling in existing foundation footprint with attached garage on existing slab; construct a 20'x23.9' single story addition on south side of dwelling; construct a 16'x20' covered porch with second story balcony above on south side of dwelling; construct a 5.9'x20' front covered porch; replace existing conventional sanitary system with new I/A style sanitary system landward of dwelling; and install gutters to leaders to drywells to contain roof runoff. Located: 145 Williamsberg Road, Southold. SCTM# 1000-78-5-13 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: dew n_ l� -MA gi ff Vme- -cWc't'AV at'anL RVbM ya.cay+ {ak ur1n6 OA oQ 4 WrWhOn 4 R0�th�yiVk i� 12 6feek IrP�tGW Y"U..Y1R� uwn.? -ju,,; Present Were: G. goldsmith N. Kru,Wski C E. Sepenoski L. Gillooly y E. Peeples NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 01 Stony Brook,50 Circle Road,S,tony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 FRI ilut 2 0 2023 Southold Town Board of Trustees May 26, 2023 William Toth 225 Williamsburg Drive LLC 1003 Miller Farm Rd. Staunton, VA 22401 Re: Application #1-4738-04957/00001 - 225 Williamsburg Drive LLC Property: 145 Williamsburg Drive SCTM# 1000-78-5-13 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat(NLEB) (Myotis septentrionalis), a species listed as "endangered" by both New York State and the US Fish & Wildlife Service, within 1.5 miles of the project location. We have determined that tree cutting at this location between April 1st and October 31st of any calendar year will result in the "take' of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL §11- 535, p Therefore, in order to a avoid an Endangered Species "take", any future tree cutting activities shall only be conducted between the dates of November 1st and March 31st of each calendar year at the project site OR you must get an Incidental Take Permit from this Department. Y'10E WRK Department of STATE Environmental -i6l- I Conservation REVISIONS 1 `` 2 3 r 1+ 11 4 T LAND N/F 1' ; JUL 1 2 2024 �� OF I. VICTOR ORIOLI 6 " N' 1; 7 S Ln O >. lfl 3 .W.IW � QZ La 410� Q � Z2W03 Ul _ _ �- �� >: F- 1- ZWLL JJOQ O Q / p z Ln oa � z '� Q ! It - z2C l � QQz ' ' � ZZ 3oQQG = o > F W LL Q EL. 6.3' '�r 10 EL. 6.2 ♦ S� i -L. 5.8 ♦9� o- t LAND N/F ono /Sfi OF JAMES GROENEVELD / / L. 6.7' NOTE• / NT 5EPTI C 4 51 TE DRA I NAOE TO BE DE51 ONED EL. 6.2' BY OTHERS co ryp♦ x vim+ Ui r'Rq EL. 8.3' v0 0 /� 0 o0 FENCE U z H n 1\0 N EL. 5.4' f �- .� P R�AFC Wo ♦ � � :W E 5.7' Q,�o EL. 8.1 ' R�Mp 1 o EL. 5.2' w o �o ca U z Jzj 41 �Q�� EL. 8.5 EL. 9.5' Q o-P EL. 6.2' O w 0o P o PROPOSED 2 STORY 51N6LE � FAMILY DYELLINC �� m 41 EL. 7.5' SITE 'PLAN <�,� � � ♦ o w� � SCALE: 1" = 20'-0" Mqs F `` J U-) W 17771 D E L. 5.5',�o Q � O 10 30 70 O NOTE: INFORMATION FOR TH 15 51 TE PLA.,: TAKEN FROM A 5URVEY PREPARED BY KENNETH N HOYCHUK LAND SURVEYING, PLLC.• DATED JAN. I6, 2015. NO ALTERATIONS TO THE 5URVEY PROPOSED SITE PLAN HAVE BEEN MADE HI TH THE EXOE►'TI ON OF I ND 1 CATI NG THE AREA OF PROP05ED ADD I TI ON5. NOTE: DATE: 5/12/24 REFER TO APPROVED 5UFFOLK C',,DUNTY BOARD OF HEALTH DRAHI NO5 P EPARED JOB# 19-93 BY OTHERS SITE-1 DIVISION-01-GENERAL CONSTRUCTION 12. FLASHING TO BE INSTALLED AS FOLLOWS: • __ REVISIONS a. AT WALL INTERSECTIONS WITH THE ROOF. 1. THE GENERAL CONDITIONS,AS WRITTEN HERE,SHALL APPLY TO THE CONTRACTOR AND ALL TRADES AND SUBCONTRACTORS HE MAY EMPL04'IN ORDER TO PERFORM OR COMPLETE THE WORK IN ALL OF ITS PARTS.IT IS ALSO r b. AT PARAPET WALL PENETRATIONS. INTENDED THAT THESE GENERAL CONDITIONS APPLY TO ALL MATERIALS UNLESS SPECIFICALLY NOTED OTHERWISE. c. WHEREVER ROOF CHANGES SLOPE OR DIRECTION. 2. ALL WORK SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE(PUBLICATION DATE 2019),2020 ENERGY CONSERVATION CCNSTRUCTION CODE OF NEW YORK STATE(ECCCNYS-RESIDENTIAL PROVISIONS)AND 13. ALL OPENINGS TO BE PROPERLY FLASHED AND PROTECTED. THE REQUIREMENTS OF ANY OTHER CODES AND AUTHORITIES HAVING JURISDICTION. 14. COPPER PANS TO BE INSTALLED UNDER ALL EXTERIOR DOOR&WINDOW SILLS. �..' JUL 1 2 20 4 `' 2 3. ALL WOOD FRAMING&ANCHORING ON PROJECTS LOCATED WITHIN THE 130 MPH WIND ZONE SHALL BE INSTALLED AS SPECIFIED IN THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO STORY FRAMED DWELLINGS [ (ANSI/AWC WFCM-2018)USING THE PRESCRIPTIVE DESIGN METHOD. DIVISON-08-OPENINGS -, _ 3 4. ALL WORK SHALL CONFORM TO TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA " "" 5. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION OF THE UNDERSIGNED AND DO,TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE,INFORMATION AND BELIEF,MEET THE r )...` r^� 4 REQUIREMENTS OF THE CURRENT UPDATE OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.PLEASE REFER TO ATTACHED RESCHECK COMPLIANCE CERTIFICATE ELSEWHERE ON THE DOCUMENTS. DIVISON-09-FINISHES - - 6. IF EXISTING STRUCTURES TO BE RENOVATED WERE CONSTRUCTED PRIOR TO 1978,CONTRACTOR MUST PROVIDE CERTIFICATION OF LEAD PAINT ABATEMENT,COMPLYING WITH THE EPA'S LEAD:RENOVATION,REPAIR,&PAINTING 5 RULE. 1. ALL GYPSUM BOARD FOR NEW WALLS TO BE 112"THICK,CEILINGS TO BE 5/8"THICK UNLESS INDICATED OTHERWISE ON PLANS.SCREWAT 8"O.C.AROUND THE EDGES AND 12"O.C.IN THE FIELD.SCREW ATTACHMENTS OF 7. CONTRACTOR TO PROTECT ALL MATERIALS,EXISTING CONDITIONS TO REMAIN,AND NEW CONSTRUCTION AS REQUIRED BY GOOD CONSTRUCTION PROCEDURES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY RAIN SHEETROCK TO PENETRATE WOOD STUDS AT LEAST 518",AND METAL STUDS AT LEAST 3/8".TAPE AND 3 COATS OF SPACKLE AND SANDED READY FOR PAINT(SAND TO A FINISH).ALL EXTERIOR CORNERS TO HAVE METAL STRIP 6 OR INCLEMENT WEATHER DURING CONSTRUCTION. CORNER BEADS NAILED OR SCREWED AT 4"O.C. 8. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING&MAINTAINING TEMPORARY TOILET FACILITIES FOR ALL WORKMEN. 2. ALL FINISHED AREAS OF BASEMENTS&ALL BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK(GREEN-BOARD)INSTALLED ON WALLS&CEILING,WITH WATER RESISTANT DUROCK OR APPROVED EQUAL,IN WET AREAS. 9. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING CONSTRUCTION TELEPHONE SERVICE FOR 3. INSTALL 5/8"TYPE"X"SHEETROCK ON WALLS&CEILING OF BOILER ROOMS AND GARAGES. ALL TRADES IF ADEQUATE WIRELESS SIGNAL IS NOT AVAILABLE. 10. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING TO INSURE PERSONAL SAFETY AND MINIMUM STRESSES TO STRUCTURE DURING CONSTRUCTION. DIVISON-10-SPECIALTIES 11. PROJECT TO BE KEPT SAFE,CLEAN AND ORDERLY DURING CONSTRUCTION. CONSTRUCTION DEBRIS TO BE CARTED AWAY BY GENERAL CONTRACTOR AT APPROPRIATE INTERVALS IN ACCORDANCE WITH LOCAL REQUIREMENTS. Lrl � AT COMPLETION OF PROJECT,GENERAL CONTRACTOR TO BROOM CLEAN ALL AFFECTED AREAS,VACUUM DUCTS,INSTALL NEW FILTERS ON HEIkTING AND AIR CONDITIONING SYSTEMS AS REQUIRED,CLEAN ALL WINDOWS,GLASS, DIVISION-11-EQUIPMENT 3 J W Z Z SCREENS,AND SKYLIGHTS INSIDE AND OUT. EXTERIOR TO BE STEEL RAKED LEVEL AND ALL DEBRIS CARTED AWAY.CONTRACTOR IS RESPONSIBLE FOR ALL SITE CLEANUP RELATED TO CONSTRUCTION. Q Z = 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING DUMPSTERS ON SITE TO ENSURE ALL GARBAGE AND DEBRIS IS CONTAINED AND REMOVED FROM SITE IN AN ORDERLY FASHION.DUMPSTERS TO BE PLACED IN A DIVISION-12-FURNISHINGS U1 W = LW,! W LOCATION APPROVED BY THE ARCHITECT OR HOMEOWNER PRIOR TO ARRIVAL TO SITE. I" H Z W J O Q 13. CONTRACTOR TO PROVIDE CONSTRUCTION FENCING AND EROSION CONTROL FENCING AS INDICTED ON SITE PLAN OR AS REQUESTED BY BL;iLDING INSPECTOR. DIVISION-13-SPECIAL CONSTRUCTION L- O O Q 4 14. ALL LABOR,MATERIALS,AND EQUIPMENT TO BE FULLY GUARANTEED BY CONTRACTOR AGAINST DEFECTIVE PARTS AND WORKMANSHIP FOR;'PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE,CONTRACTOR TO W G I Z LL O Ln W U' PROVIDE MANUFACTURERS'WARRANTY CERTIFICATES TO THE OWNER FOR ALL THE EQUIPMENT AND MATERIALS INSTALLED.SPECIFICALLY,THE SEALED MOTOR COMPRESSORS OF THE AIR CONDITIONING CONDENSERS WILL BE DIVISION-14-CONVEYING SYSTEMS z Z W = O W WARRANTED FOR A TOTAL OF FIVE YEARS. Z O_ a L7 15. THE OWNER MAY ORDER CHANGES IN THE WORK WITHOUT INVALIDATION OF THE CONTRACT;SUCH CHANGES SHALL BE AGREED TO IN WRITING BEFORE SUCH CHANGES ARE MADE. ~ o W Z DIVISON-21-FIRE SUPPRESSION Q Z 16. ANY CHANGE OR SUBSTITUTION TO THESE DOCUMENTS MUST BE ACCOMPANIED BY A WRITTEN CHANGE ORDER.CHANGE ORDERS TO BE NUMBERED,DATED AND APPROVED BY ARCHITECT,OWNER,&BUILDING DEPARTMENT. Z 3 QCC 17. CONTRACTOR SHALL NAME THE HOME OWNER,ARCHITECT,&VILLAGE(IF APPLICABLE)AS ADDITIONAL INSURED ON CONTRACTORS LIABILITY INSURANCE. DIVISION-22-PLUMBING O ¢ Lu = Li 18. CONTRACTOR TO PROVIDE STANDARD FORM OF AGREEMENT BETWEEN OWNER&CONTRACTOR[AIA DOCUMENT A-XXX(AS SELECTED)]. REQUESTS FOR PAYMENT TO BE MADE USING STANDARD AIA FORMS OR APPROVED O CC H EQUAL. 1. ALL NEW WATER PIPING SHALL BE"PEX"TUBING AND INSTALLED AS PER CODE&MANUFACTURER'S SPECIFICATIONS. 19. CONTRACTOR SHALL PROVIDE A WAIVER OF LIENS FOR HIMSELF AND ALL SUBCONTRACTORS AND SUPPLIERS AT TIME OF FINAL PAYMENT 0':�S NEGOTIATED IN WRITTEN CONTRACT. 2. ALL NEW PLUMBING DRAINAGE AND VENT PIPING SHALL BE SCHEDULE 40 PVC ABOVE GRADE AND CAST IRON BELOW GRADE UNLESS OTHERWISE NOTED ON PLANS. 20. DO NOT SCALE DRAWINGS!WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 3. ALL NEW HOT AND COLD WATER PIPING SHALL BE INSULATED WITH 1/2"THICK ARMAFLEX JACKETS&LOCATED AWAY FROM EXTERIOR WALLS TO AVOID FREEZING. 21. ARCHITECT HAS NOT BEEN RETAINED FOR SUPERVISION OR SITE INSPECTIONS.ARCHITECT'S ROLE ONSITE IS STRICTLY TO DOCUMENT CONS i RUCTION PROGRESS AND ANSWER ANY QUESTIONS RELATED TO DESIGN. 4. ALL NEW WASHING MACHINE INSTALLATIONS TO INCLUDE WATTS INTELLIFLOW"SERIES A2C-M"AUTOMATIC WASHING MACHINE WATER SHUTOFF VALVE OR APPROVED EQUAL. DIVISION 02-EXISTING CONDITIONS DIVISION-23-HEATING,VENTILATING,AND AIR CONDITIONING(HVAC) Y 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND TO VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING BUILDING AND SITE.IF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS ARE DISCOVERED,THEY SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR CORRECTION.WORK DONE AFTER THE DISCOVERY OF DISCREPANCIES AND PRIOR TO 1• CONTRACTOR'S HEATING SUBCONTRACTOR TO PERFORM HEAT/LOSS CALCULATIONS FOR ENTIRE BUILDING AND REVIEW BOILERTURNACE SIZE AND REQUIREMENTS AND REPORT TO ARCHITECT,CONTRACTOR,AND OWN t- WRITTEN APPROVAL FOR CORRECTION SHALL BE AT THE CONTRACTORS OWN RISK.NO ADDITIONAL COST WILL BE ADDED TO THE PROJECT DJE TO CONTRACTOR'S OVERSIGHT IN VERIFICATION OF EXISTING CONDITIONS. ALL RECOMMENDATIONS.SPECIFY SIZE OF BOILER/FURNACE IN BIDS. CC. 0 2. SHOULD ANY FIELD CONDITIONS OR INACCURACIES ARISE THAT WOULD PREVENT THE CONTRACTOR FROM EXECUTING THIS PROJECT EXACTLY AS INDICATED IN THESE CONSTRUCTION DOCUMENTS,THE CONTRACTOR SHALL 2• DUCTWORK TO BE PROTECTED FROM DEBRIS&COVERED IMMEDIATELY AFTER INSTALLATION.HVAC SYSTEM IS NOT TO BE TURNED ON UNTIL COMPLETION OF FLOOR SANDING&TAPING,SPACKLING& SANDING OF GYPSLi�' NOTIFY THE ARCHITECT IMMEDIATELY WITHOUT PROCEEDING WITH THE CONSTRUCTION IN THE AREA IN QUESTION. 30ARDS WALL FINISH. 3. A SUBMISSION OF BID SHALL IMPLY CONTRACTOR'S ACCEPTANCE TO THESE DRAWINGS AND ALL EXISTING CONDITIONS. 3. NSTALL MECHANICAL VENTILATION IN EACH BATHROOM AND POWDER ROOM. (110 CFM MINIMUM) 4. 4LL LAUNDRY DRYERS TO VENT TO EXTERIOR.VERIFY LOCATION OF ALL VENTS WITH ARCHITECT OR OWNER PRIOR TO INSTALLATION. DIVISION-03-CONCRETE 5. CROSS VENTILATION REQUIRED IN ALL ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES.TOTAL NET FREE VENTILATING AREA TO BE AT LEAST 1/150 OF AREA OF SPACE VENTILATED 1. ALL CONCRETE SHALL TEST AT 3,500 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT SHALL NOT BE LESS THAN 5%OR MORE THAN 7%BY VOLUME. (TABLE R402.2) DIVISION-25-INTEGRATED AUTOMATION � 00 2. BOTTOM OF ALL EXTERIOR FOOTINGS TO BE T-T MINIMUM BELOW GRADE UNLESS NOTED OTHERWISE. DIVISION-26 ELECTRICAL x 3. ALL FOOTINGS TO REST ON VIRGIN SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS/SQUARE FOOT.CONTRACTOR SHALL HAVE THE LEVEL OF ACCEPTABLE BEARING STRATA VERIFIED IN THE FIELD IF REQUESTED BY BUILDING ob �M INSPECTOR. o o0 4. ALL FOOTINGS TO BE BOARD-FORMED AND SHALL HAVE A CONTINUOUS TX4"KEYWAY. 1. 4LL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITERS LABORATORY REQUIREMENTS.ALL ELECTRICAL WORK TO BE CERTIFIED BY APPROVED INSPECTION AGENCY,PROVIDE CERTIFICATE TO BUILDING U 3 x c° DEPARTMENT&OWNER. Z Lo 5. STEP FOOTINGS WHERE NECESSARY AND INSTALL AS PER CODE WITH A MAXIMUM RISE OF 1'-0"AND A MINIMUM RUN OF 3'-0" 2. "!Y ALTERATION TO A BUILDING WILL REQUIRE THAT SMOKE ALARMS BE INSTALLED THROUGHOUT THE ENTIRE BUILDING.PROVIDE SINGLE&MULTIPLE STATION SMOKE DETECTORS&CARBON MONOXIDE DETECTORS AS Am 6. ALL FOOTINGS TO HAVE A MINIMUM OF TWO#5 RE-BARS UNLESS OTHERWISE NOTED. REQUIRED BY CODE.ALL DETECTORS ARE TO BE HARDWIRED TO POWER SOURCE&INTERCONNECTED WITH BATTERY BACKUPS. 7. ALL FOUNDATION WALLS TO HAVE A MINIMUM OF TWO#5 RE-BARS TOP&BOTTOM UNLESS OTHERWISE NOTED. 3. ELECTRICIAN TO VERIFY EXISTING ELECTRICAL SERVICE&PANEL ARE SUFFICIENT FOR NEW WORK. CONTRACTOR TO INCLUDE IN PROPOSAL PRICE FOR UPGRADED ELECTRICAL SERVICE&NEW PANEL AS REQUIRED. 8. CONTRACTOR TO LAYOUT,WITH TRANSIT,THE PROPOSED NEW ADDITION,WITH STRINGED LINES ON BATT BOARDS WITH 1U-0"OFFSET. 4. ELECTRICIAN TO RE-LABEL ENTIRE PANEL BOX. 5. FIRE CAULKING TO BE INSTALLED AT ALL PENETRATIONS THROUGH FIRE BLOCKING&DRAFT-STOPPING. U DIVISION-04-MASONRY 6. CENTER OF ALL ELECTRICAL OUTLETS TO BE INSTALLED @ 12"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. 1. ALL CONCRETE MASONRY UNIT'S(CMU)TO BE LOAD BEARING. 7. CENTER OF ALL SWITCHES TO BE LOCATED AT 42"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. W ON L 1. ALL CMU SHALL CONFORM TO ASTM C90;MORTAR SHALL BE TYPE"M"FOR INTERIOR APPLICATIONS OR TYPE"S"IF EXPOSED TO EXTERIOR/FREEZING ENVIRONMENTS. IN O DIVISION-27-COMMUNICATIONS !- 0 DIVISION-05-METALS -� m DIVISION-28-ELECTRONIC SAFETY AND SECURITY _ p 1. ALL WOOD CONSTRUCTION CONNECTORS TO BE"SIMPSON STRONG-TIE"OR APPROVED EQUAL,INSTALLED AS PER MANUFACTURES SPECIFICATIONS. 3 1. ALL DOORS&WINDOWS OPENING MORE THAN 4"WITH DIRECT ACCESS TO A POOL WHETHER EXISTING,OR PROPOSED,SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND OR v r,2. ALL NAILS SHALL COMPLY WITH ASTM F1667. ALL EXTERIOR FINISH MATERIALS TO BE INSTALLED WITH STAINLESS STEEL NAILS&TOR SCREWS. ITS Q SCREEN,IF PRESENT,ARE OPENED.THE AUDIBLE ALARM SHALL BE LISTED WITH UL 2017. THE ALARM SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS Z v 3. ANCHOR BOLTS TO BE"SIMPSON STRONG-TIE SSTB-16(5/8"0). INSTALL BOLTS 1'-0"IN FROM EACH CORNER AND 34"ON CENTER MAXIMUM. IN97ALL MINIMUM 2 BOLTS PER WALL. SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SHALL ai 4. FLITCH PLATES TO BE INSTALLED WITH 1/2"DIAMETER BOLTS OR AS OTHERWISE NOTED. BOLTS TO BE 16"ON CENTER STAGGERED TOP&BOTI OM. BOLTS TO BE RE-TIGHTENED TWO TIMES AT TWO WEEK INTERVALS. AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS A TOUCH-PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. cd 4 DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS.THE DEACTIVATION SWITCH(ES)SHALL BE LOCATED AT LEAST 54"ABOVE THE THRESHOLD OF THE DOOR. u DIVISION-06-WOOD&PLASTIClk � O W DIVISION-31-EARTHWORK 1. JOISTS AND RAFTERS TO BE DOUGLAS FIR LARCH#2 AND BETTER. LUMBER TO MEET OR EXCEED THE FOLLOWING,FB=875 PSI,E=1,600,000 P�! 2. STUDS TO BE DOUGLAS FIR STUD GRADE. FB=675PSI,E=1,400,000 PSI. 1. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR CUTTING DOWN ALL TREES,VINES AND VEGETATION ETC.THAT ARE IN THE WAY OF EXCAVATION,AS WELL AS DIGGING OUT STUMPS AND REMOVING THEM FROM THE PREMISES. 3. ALL LAMINATED VENEER LUMBER(LVL)TO MEET OR EXCEED THE FOLLOWING,E=2,000,000 PSI.FB=2,600 PSI. 2. STRIP ALL TOPSOIL AREAS TO BE DISTURBED BY EXCAVATION AND STORE ON SITE FOR RE-USE AS INDICATED BY ARCHITECT OR HOMEOWNER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL PARALLEL STRAND LUMBER(PSL)TO MEET OR EXCEED THE FOLLOWING,E=2,000,OOOPSI.FB=2,900 PSI. 3. CONTRACTOR TO GRADUALLY FEATHER OUT THE ROUGH GRADE TO JOIN THE EXISTING GRADING. 5. DOUBLE UP FRAMING AROUND ALL OPENINGS,UNDER PARALLEL WALLS,UNDER BATHTUBS,TILED FLOORS,&KITCHEN CABINETRY, 4. CONTRACTOR TO ROUGH GRADE AROUND BUILDING PERIMETER TO PROVIDE DRAINAGE AWAY FROM THE BUILDING. FINISHED GRADE TO SLOPE AWAY FROM RESIDENCE A MINIMUM OF 6"VERTICALLY,IN THE FIRST 10, 6. CROSS BRIDGING SHALL BE INSTALLED AT A MAXIMUM OF 8'-0"ON CENTER.BRIDGING SHALL BE SOLID BLOCKING FOR CONVENTIONAL FRAMIN':'OR DIAGONAL BRIDGING AS PER MANUFACTURES SPECIFICATIONS FOR ALL HORIZONTALLY. ENGINEERED LUMBER. 5. FINISHED GRADE TO BE A MINIMUM OF 6"BELOW SILL PLATE, 7. PROVIDE FIRESTOPPING(FIRE-BLOCKING)AT MIDSPAN OF ALL BEARING AND NONBEARING PARTITIONS AS PER CODE. (� t� 8. CONTRACTOR TO PROVIDE TX6"BLOCKING ON THE FLAT IN WALLS BEHIND CABINETS,ROBE HOOKS,CLOSET HANG RODS,GRAB BARS,TOWEL. ARS,ETC.CONTRACTOR TO CONFIRM ALL BLOCKING LOCATIONS WITH OWNER AND DIVISION-32-EXTERIOR IMPROVEMENTS ARCHITECT PRIOR TO THE INSTALLATION OF DRYWALL OR WALL FINISHES. '; O 9. ALL NEW PLYWOOD SUBFLOORS TO BE 3/4"CDX DOUGLAS FIR.PLYWOOD TO BE GLUED AND SCREWED TO FLOOR JOISTS,NO NAILS WILL BE A ICEPTED. DIVISION-33-UTILITIES W 10. PLATES AT INTERSECTING PARTITIONS TO BE LAPPED. 11. HEADERS NOT INDICATED ON DRAWINGS TO BE(2)2 X 12 MINIMUM UP TO 10'-0"MAXIMUM.SEE TABLE FOR KING AND JACK STUD REQUIREMENTS FOR ALL HEADERS. 1. CONTRACTOR TO HAVE ALL UTILITIES(WATER LINES,SEWER LINES,GAS LINES,AND ELECTRIC LINES,ETC.)MARKED OUT PRIOR TO ANY EXCAVATION.BEFORE ANY WORK ON SITE IS TO BE DONE CONTRACTOR TO CALL THE LONG Z 12. CONTRACTOR TO INSTALL HURRICANE CLIPS,CONNECTORS,STRAPS,ETC.AS PER CODE AND AS DIRECTED BY BUILDING INSPECTOR.REFER 10 DETAILS THROUGHOUT PLANS FOR FURTHER INFO. BLAND ONE CALL CENTER @ 1-800-272-4480. a O 13. ALL LUMBER EXPOSED TO WEATHER OR WITHIN 8"OF FINISHED GRADE TO BE PRESSURE TREATED. x DIVISION-34-TRANSPORTATION DIVISION-07-THERMAL&WATERPROOFING LoC,l E' DIVISION-35-WATERWAY AND MARINE CONSTRUCTION N Q PROVIDE 6 MIL POLY VAPOR BARRIER UNDER ALL NEW SLABS&SCREED COATS(NOT REQUIRED UNDER GARAGE SLAB). ALL SLABS TO RECEIVE:STEEL FLOAT FINISH. 2. INSTALL 2"RIGID INSULATION(R-10)UNDER ALL INTERIOR CONCRETE SLABS AS INDICATED ON PLANS.RIGID INSULATION TO BE"DOW-STYROFOAM BRAND SCOREBOARD"OR APPROVED EQUAL,INSTALLED AS PER DIVISION-40-PROCESS INTERCONNECTIONS MANUFACTURER'S SPECIFICATIONS. 3. DOUBLE UNDERLAYMENT IS REQUIRED FOR ROOF SLOPES OF 2:12 THROUGH 4:12 DIVISION 41-MATERIAL PROCESSING AND HANDLING EQUIPMENT 4. INSTALL ICE&WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE AND ALL VALLEYS&HIPS AS DER CODE AND ANY ADDITIONAL LOCATIONS AS INDICATED ON PLANS.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. DIVISION-42-PROCESS HEATING,COOLING AND DRYING EQUIPMENT 5. UNLESS OTHERWISE NOTED,ALL EXTERIOR WALLS AND ASPHALT ROOFED AREAS TO RECEIVE#30 BUILDING FELT INSTALLED AS PER MANUFAC`URER'S SPECIFICATIONS.NO"TYVEK"OR SIMILAR PRODUCT TO BE INSTALLED GENERAL NOTES UNLESS DIRECTED BY ARCHITECT. DIVISION-43-PROCESS GAS AND LIQUID HANDLING PURIFICATION AND STORAGE EQUIPMENT 6. ROOF COVERING MATERIAL TO BE IDENTIFIED BY PACKAGING BEARING MANUFACTURERS IDENTIFYING MARKS AND APPROVED TESTING AGEN; ;'LABELS. 7. ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLY WITH ALL ASTM REQUIREMENT.;, DIVISION-44-POLLUTION AND WASTE CONTROL EQUIPMENT 8. FASTENERS TO FULLY PENETRATE THROUGH ROOFING MATERIALS AND SHEATHING. DATE: 5/12/24 9. FOR NORMAL APPLICATIONS,USE A MINIMUM OF 4 FASTENERS PER SHINGLE STRIP. DIVISION 45-INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT 10. MINIMUM OF SIX FASTENERS PER ASPHALT SHINGLE ARE REQUIRED WHERE WIND SPEEDS REACH 110 MPH OR ABOVE AND/OR EAVES REACH 21,V ABOVE GRADE. JOB# 19-93 11. UNLESS OTHERWISE NOTED,ALL INSULATION TO BE UN-FACED BATTS INSTALLED WITH 4 MIL POLY VAPOR BARRIER TOWARD HEATED SURFACL.INSULATION TO BE"OWENS CORNING"OR APPROVED EQUAL,INSTALL AS PER DIVISION 46-WATER AND WASTEWATER EQUIPMENT MANUFACTURERS SPECIFICATIONS.WHERE EAVE OR CORNICE VENTS ARE INSTALLED,A MINIMUM OF 1"OF AIR SPACE IS REQUIRED BETWEEN INSULATION AND ROOF SHEATHING TO ALLOW FOR FREE AIR FLOW. DIVISION 48-ELECTRICAL POWER GENERATION Am0 - ___...._---._.,..<,...., _ -_- ___-i 1._.___-•.___ 1. n REVISIONS JUL 1 2 3 DOUBLE TOP PLATE, DOUBLE TOP PLATE, L STAGGER JOINTS A MINIMUM BRAG®KALL PAIL STAGGER JOINTS A MINIMUf- WALL PAID US 4 (R 24"OR USE SPLICE PLATES M.PLM15 FOR L9r6TH 0 LOGATIG>w (R 24"OR USE SPLICE PLATE-. m,PL 5" FML.�TH+LOGA110W (R602.3.2) (R602.3.2) 5 - - ---- ----- -- - - - - - - - ---- ---- - - --- - - - -- - ---- ---- - - TI -- r --r I.�I III�� IIII IIII IIIIIII IIIII III. IIwIInII IIIII II�IIMI IIIIII' IIIII IIIIIIII -IIII III IIIIII 1II11II1 -- III I� IIIIIIII IIIIIII IIIIIIII p 1 FLOOR OISTS- CENTER CUTSLI D MAX MAXn NONOTC5PMMnW 6 8d COMMON 8d COMMON NAILS @ 6"O.C. NAILS @ 6"O.C. 7 ON EDGES ON ON EDGES ON BRACED WALL BRACED WALL PANELS PANELS Hit J >- U13 '^ II II II ` II II 2 Y 2 W W Z La W I n Q _Z 1/2"PLYWOOD I I I I I I I 1/2"PLYWOOD p Q —J Z = W II II II II it II II II II I SHETHING I _ _ _ I SHETHING In W = I— V uj II it II II II II it II I I I I SOLID BLOCKING I I LL C3 In II LL II rl II 1Z = _ C3O W W L 8d COMMON �I I 8d COMMON I I CL I, NAILS @ 12° NAILS @ 12" O.C.IN FIELD tf -� � i W I fi I I I • O.C.IN FIELD OF BRACED I OF BRACED I I p '3 .J Q U C3 WALL PANELS iI it W = I I I I I I I WALL PANELS I I ? m Q m ~ W C3 � Yi II II II II II II I II II �F II II _U___ ___ __ _ _ _ 1 I _ IL _ L _ __ _ _ ___ __ _ _ _ _ I L ( LL 0 Q Al CORNER STUD 3 FLOOR OISTS - END CUTS SOLE PLATE SOLE PLATE CORNER STUD HOLD-DOWN, (R602.3.4) FULL HEIGHT SHEATHING SEE DETAIL (R602.3.4) HORIZONTAL.SHEATHING HOLD-DOWN, SEE DETAIL 1 BRACED WALL PANEL-CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL NOT TO SCALE �,�, 1. SHEATHING AS PART OF BRACED WALL SEGMENT WHERE INDICATED ON FLOOR PLAN,SHALL BE CONTINUOUS FROM SOLE PLATE TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS.8D COMMON NAILS @ 6"O.C.EDGE&12"O.C.FIELD(TABLE 602.10.4) Iz 2. VERTICAL JOINTS OF PANEL SI IEATHING SHALL OCCUR OVER&BE FASTENED TO COMMON STUDS.HORIZONTAL JOINTS IN 20 GAUGE COIL STRAP. t3 BRACED WALL PANELS SHALL OCCUR OVER,AND BE FASTENED TO,COMMON BLOCKING OF A MINIMUM 11/2"THICKNESS STRAP TO BEAR 12"ON STUD D/3 MAX (3)NAILS EACH END TABLE RD02.11 DETERMINATION OF RAFTER OR TRUSS UPLIFT RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND G4100TION FORGES FROM WIND (POU0 PER ASD POUNDS PER CONNECTION D(ACTUAL DEPTH) EXPOSURE B COMTION 4 POUNDS' PER LINEAR FOOT) 2"MIN 0 FROM T PM OF JOIST& �d 110 o RAFTER OR ROOF SPAN ULTIMATE DE516N WIND SPEED Volt(MPH) RAFTERY_TRIS 5PAGIN6 I6,O.G. M N u 000 0 �' TRUSS SPACING (FEET) 130 140 ACTUAL ROOF SPAN 16.40 ft 1 y. O y�ti ROOF PITCH ROOF PITCH ACTUAL WIND SPEED 135 mph <5/12 z 5/12 <5/12 z 5/12 @ STRAPPING AROUND �j CUTTING, NOTCHING & DRILLING 12 126 In 162 ISO ROOF F"ITCH 8/12 (D--NDETAIL WINDOW OPENINGS v FIGURE R502.8 NOT TO SCALE �` z F 16 162 149 204 144 NOT TO SCALE 24 198 1&2 255 237 LINEAR INTERPOLATION OF TABLE RbO2.11 DUE TO ROOF SPAN 2b 222 205 261 266 150 MPH WIND SPEED 140 MPH WIND SPEED 16,O G. 32 246 226 319 245 2.00'ROOF SPAN 111.00 POUNDS PER CONNECTION 150.00 POUNDS PER COVW.,TON 36 270 241 551 525 16.40'ROOF SPAN 140.4'1 POUNDS PER CONNECTION 16227 POUNDS PER CONNECTION 42 506 261 399 570 Fe.001 ROOF SPAN I44.00 POUNDS PER CONNECTION M4.00 POUNDS PER CONNECTION W ON 46 545 514 441 414 L \10 O LINEAR INTERPOLATION OF UPLIFT FORGE DUE TO WIND SPEED ABOVE 1' PANE 5PAN5 UP TO 4'-0' 16.40'ROOF SPAN 0 155 MPH 1161M POUND'PER,CONNECTION UPLIFT FORCE DOES NOT EXCEED 200 POJNDS AS PER R802.11.1 UPLIFT DOUBLE TOP PLATE, F p p STAGGER JOINTS A MINIMUM OF RESISTANCE IS NOT REQUIRED BUT HAS BEEN PROVIDED � �1 bA 24"OR USE SPLICE PLATES (R602.3.2) 0ONVEF3T POUNDS PER CONNECTION O 16'O.G.TO POUNDS PER LINEAR FOOT POUNDS PER CONNECTION*12/I6 1121,05 POUNDS PER LINEAR FOOT TYPICAL STUD Y5 x III III cu ,� (SPACING 16"O.C. NET UPLI"T 0 TOP OF FIRST FLOOR WALL 121D5 POUNDS PER LINEAR FOOT �� m 4 P WIM IFI.IFT fRAMIt15 CO WTOR M ROOF p RAFM TO I M f3.0OR SLID WALL.,SIT DETAL BORED HOLE MAXIMUM DIAMETER=40%OF STUD NET UPLI W FT 0 TOP OF FOUNDATION I I III 00 O< ssD� I I DEPTH WALL, 61.02 POUNDS PER LINEAR FOOT 2 (2.2"MAX BORE IN 2x6 FRAMED WALL) REWIRED(R602S5G0I GTOR NOT i 5/8"MINIMUM TO EDGE t-1 L� NOTCH GREATER THAN PIPE � DETAIL @ WINDBORNE DEBRIS STORM 50%OF TI IE PL Q WIDTH CEILING JOIST NOTCH PANEL NOTCH DEPTH NOT TO EXCEED EXTERIOR OR BEARNG 7 PANEL SPANS FROM 6'-0"-8'-0" >4 WALL FIGURE R802.7.1.2 NOT TO SCALE NOT TO SCALE � 25%OF STUD DEPTH(13/8" SCREW SPACING NOT TO EXCEED 12"OC MAX NOTCH IN 2 x 6 FRAMED WALL) • ° DOUBLE TOP PLATE r� W °00o STAGGER JOINTS A RINIMUM OFF-+ z ° 24"OR USE SPLICE PATES BORED HOLES SI IALL NOT BE IF HOLE IS BETWEEN 40%&60%C^3TUD DEFTI I, (R602.3.2) Q LOCATED IN THE SAME CROSS THEN STUD MUST BE DOUBLED&;10 MORE O SECTION OF CUT OR NOTCH IN 6' "a° 1 THAN TWO SUCCESSIVE STUDS A;"-,"DOUBLED o STD &SO BORED(IN 2x6 FRAMED WAt;,40%=2.2"& °o 110�1 60%=3.3") L0 N O 1k U) 16 GAGE x 11/2"WIFE COIL STRAP FASTENED ACROSS.IND TO THE TOP PLATE AT EACH SID?OF THE NOTCH 5/8"MINIMUM TO EDGE WITH 8-10dNAILES EACH SIDE CODE COMPLIANCE SOLE PLATE ' DETAILS (R602.3.4) Yi - DATE: 5/12/24 HING&BORED HOLE LIMITATIONS FOR EXTERIOR Jos# 19-93 ONU"' WALLS&BEARING WALLS TOP PLATE FRAMING TO RAFTER NOTCH FIGURE R602.6(1) NOT TO SCALE 9 ACCOMODATE PIPING OR DUCTWORK 1 FIGURE R802.7.1.1 FIGURE R602.6.1 NOT TO SCALE NOT TO SCALE A -o■ REVISIONS q 2 JUL 1 2n :; ' 3 (_._. 5 __._......._...._ -.TAMR6,M3(Sj...� ______..__.__......._.._......_ _..._.. TABLE fMZ5,1{9) 6 FASTENING SCHEDULE RATERICIFIRLING101ST HEr1101NTtONNECnpNS TABLE Ivc/I i RCM DESCRIPTION OF BUILDING ELEMENTS NUMBER&TYPE OFFASTNER SPACING IS LOCATION GROUNDSNOW LOAD(Pat) CLIMATIC, ANC. 6C#RAPHIG DE51EN GRIT9ZIA WOOD STUD ROOF z0 121 48d boot(27/2"x 0.113");m___ _.... RAfTER SPA Ie NG Roof span feet) WIND DESIGN G SI OJWT TO DAMAGE PROM HN M ICZ SHIEID Alit MEAN 7 gl gd a cocoon(z vz"sfl131");ar _ SLOPE (inches) 20 SNOW LOAD g®(iHO MEATHERRl6 FROST LRE D�iH TERMITE HAZARDS Blocking between ceilfrt r>Ists arrahers to top ._....._....._...._.. --- Toe Hall YID YEI'D"BORNE GE91fi11 �•�� I�'�AYMENT �� ANNI/V. SUBFLOOR 10dbox(3"x0128"t:pr_..___._._...........__._.._...... RequirednumberofISOcommonnaits DE9►215ZONE GME60RY T" RZtak11RED RDEx TBP _ 33"x0.131"nails per heal ointsplice s itS box(2V2"10,113");ar 3:12 5 8 1 10 13 �� E4S Mr�41 t MOCIMATE AS PIS OW OR >- In FLOOR JOIST 2 Ceofogjobattotopplate 38dcvmmon(2112"x0,131");or .._."__ PerlotxttoenaH ail 4 �od D SEVERE B'fi' TOFEAVY Y� �th1A LZSS 3Z.9" lu \ 10tl box 19"z0.1z8");ar " 5:12 3 3 I,�.I LLI z �'' 3-3"x0.132"mails 7:12 16 3 In Q SIMPSON STRONG-TIE CS16 .J WINSTALL STRAP AT EVERY Celitngjolst not attached to parallel raker,taps over 4-lodbox(3"x012g%;_or..._-,-_._.--__._ 91z 3 If•� '7 T Z Fy I partitions[see sections R807.3-1 R802.3.2arrd Table 316d common(3 Ur 01621'ar Face nail 1212 3 �.�g 4 4 L. ■i W li 3 STUD TO SILLPLATE - R802.S.t(9jj 43 x0131 nails In W CONNECTION Celling,otstattachedto parallel rafter(heel joint)[see 1" FASTNERS=(4)8d(2 EACH a Table R802,5,1(9)attached Facenail �. Fe. O O j O 3 sealonsR802,3.l,R802.3.2and1'abteR90L5.i(9J, PROVIDE5/80"ANCHORBOLTS�45"O.C.MAX., R END)(310 LB UPLIFT RESISTANCE) Collartle to rafter,face nail or I1/4`x 20garidge strap lfld box(3"x_o 2iE 1}_0(__ _,__"___","__,,, 1'-0"FROM EACH CORNER,NO LESS THAN 2 PER z O LLI ' 3-10d common(3"x 0,148"J;or _ Face n4R each rafter SILL,AS PER CODE.BOLTS SHALL EXTEND A O C3 �■ xo rafter -- --- Generated by REScheck-Web Software O O W_ �� 43"x0.131"rWls MINIMUM OF 7"INTO CONCRETF.(TYPICAL) z e DOUBLE A.C.Q.PLATES Z W 316tl box nails(3 S/z"%0.135"�_ 2toe nags an ana silo and l2oe Ralf z Q 310d common(3"x o.1a8");,a._____,___,-_"_ INSTALL SIMPSON STRONG-TIE Compliance Certificate _ z O u FOUNDATION WALL F Rafterormoftrusstoplate - - - - - anbpposltesideofeachrafterar 4.10d box(3"x0.____or #LBPS5/8 BEARING PLATE @ LIJ Z..........._........._._... ..__._..--------- -'--- cons I 4-3"x 0.131"rails Q � INSTALL SIMPSON STRONG-TIE a16d(3 f/z^x o,5a5°_k or EACH ANCHOR BOLT O (TYPICAL) 3 reel UJ #LBPS5/8 BEARING PLATE @ 310d�mmoP,(31/2"K0.14s"I:or "roe TABLE O2.1arJ J g O Q W = EACH ANCHOR BOLT 410dboxi3^K0.12B°J,_o; gg Project 225 Williamsburg Drive _ W (TYPICAL) Roof rafters to ridge,valley or hip raftersOrr roof rafter 3"zo.131"nails O X Lu to minimum r ridge beam 3-16d(311r xD.135");or }$#) MHIMH NJM R OF KILL FEI6HT 5�•AT Energy Code: 2018 IECC LL, ANCHOR BOLT z-16d common_(3112",xD:16a");.or_.,,..___,,,,_.__.„_, Location: Southold,New York End nail EACH EW OF FEADERS IN EXTERIOR VrALLL5 3-10d box(3 x0.Tz8"1 or Construction Type: Single-family 1 DETAIL @ SILL PLATE TO STUD 33"x y ALLn'"a MAXIMIM slw SPAGIrIs � Project Type: STRAPPING i6dcommon 3112"x0,162") 24"o.Cfacenail HEADER oNL'i C_0) Climate Zone: 4 (5572 HDD) \ d Studio stud(trot at braced well) 10d box{3"x 0.128");or h�e� 1 Perm it Date: " _es,___..____..._..... _ 16"0.ea tam nail SPAN (!'E"R TABLE RbOZ.15/ NOT TO SCALE 3"x0131 nabs Permit Number: r, stud to stud and abutting studs atintarsectingwall �----1------------Yd---•----• Irmc,tam nail 16 24 Construction Site: Owner/Agent: Designer/Contractor: comers atloncedwall ants 3 x0.131 naffs ( panelist 225 Williamsburg Drive James F.Th ton, II 16d common 3 2^z 0,162") 16"oc face nail S It I I Sout"old,New York 11971 James Thornton,Architect PC I0 Built-up header(24to 2"beaderwith 1/27spacer) 160 common P I1r x 0.162" 16"o_tx each edge face nail 8w1 chard drive SIMPSON STRONG-TIE CS16 16d be.a V2"x 0.235" 1r o.c,each edge face nail 4 R 2 I Oakdale,NY 11769 PROVIDE @ 16"OC.AROUND BUILDING END SBdbox(31/2",xtl.i13")or,„_- yb 5168484697 .................... )l Continuous header to stud 48dcommon,Q 1J2",4.13 i;or Toe hall ' architect.jft@gmall.com �•'• END LENGTH=14" LENGTH -. d 8 R B Z ". Af lOd box 3"x 0.128" GAGE=20 _ 16d common(31/2"x0.167") 16"o,c,face nail IZ ft 5 3 df CUT LENGTH=CLEAR SPAN+30" R Tap plate to top plate i0d box 3":0.128'•or o r .r. 1_--.•" ..),..- 32"o.c face nab "° FASTENERS=4 8d 2 EACH END 3"xD.132nalis o I6 ft b 4 ea { ( ) -- " mplsnce:4.5%Batter Than Cods Maximum UA 511 Your 486 Maximum 5HGC. 0.40 Your SHGG 0.31 (310 LB UPLIFT RESISTANCE) 8 16d common(91/2^xa162"};_or The%Ceder or Worse Than Coae Into,rerlecta how close to compliance the house Is based on code trad-Of rules. 000 Double top plate splice for SDC'sA-Dz with seismic 12-16d box(31/2"If 0.335";or n DOES NOT pmxme an estimate of energy use or co:r relative to a minimum-code home. .......... - - -- Face nail on each2,rlap ilcelentjolts DETAIL @ANCHOR BOLT / braced wait Tins spacing a2S 12dOd box(3"%0128"),;or Slab- grade-grade tradeoffs are no longer considered In the UA or performance compliance path In REScheck.Each Slott-on-grade H 73 ..__.............. (minimum zA"lap splits length eacfl CLEAR 12-3"x 0.131"marts side ofend joint) NOT TO SCALE assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. SPAN Rouble tapplate splice 5oCs Da D„orDz and braced 7b16d 13 Vr x 013S") wall line sparing z 25' 16d oommbn 31/2"x 0.162" 16"o.c.face nail 2"AIR SPACE Envelope ' Bottom plate tajotst,rim joist,bend joist or blocking M 5 t\ ?4 16dbox(31/3"x0.135" or r le nve o e Assemblies (not at braced wall panels) -... _. ___.__.._-_....}%..._..-.........._..__.._.........._.._. leoefacenaR 10 011 3"x0,131nalls CUT BACK PLYWOOD AS oo E �10 3-S6d box 3 2^x 0135"/or H each Y6"b.C.tare nail CAP SHINGLE REQUIRED FOR PROPER =`- - - - - o Bottom plaltetojoist,nm joist,band joist or blocking(at " - _ a5 226dc0mmon(31/2"Ka162";Or 2 each 16"o.4 face nail COR-A-CENT RIDGE VENTILATION N 00 braced welt panels] ++ CUT 43"x0.13I"nails 4earh 16"o.c face Hall VENT V-400 OR AS Ceiling:Flat Ceiling or Scissor Truss 1,363 30.0 0.0 0.035 0026 48 35 wN It ED D LENGTH Bdboxf2112"x0,133"J;or REQUIRED SHEATHING W/30#FELT list Floor Wall:Wood Frame,16"o.c. 1,362 19.0 0.0 0.060 0,060 58 56 i 0*� 00 LEN TH 3-16dnoxtsilz"x-o.z3s1%PC..._.,.".,_.-._...._........... 4-Bd wmtnon z3l2"xA131);or Too nap Door:Glass Door(over 50%glazing) 190 0300 0.320 57 61 i0d box{3"x 0.12s'S;or ........_ _ 3"ROOFING NAILS SHGC:o.3a z v q '""-'"-" Window 1:Metal Frame w/Thermal Break 115 F PROVIDE MINIMUM I" 16 Tan or bottom plate to stud 3"xfl.131"naffs mm - ` 203 0.290 0,320 59 65 LE. END DISTANCE (1/" ■ SHGC:0.30 - $16tl box 3 z x o.13s°);°f....__....._............... ROOF SHINGLE 3-16d common 3l/2"xo.162"J;ar 2nd 1')or wall:Wood Frame,16"o.c. 1,362 19.0 0.0 0.060 0.060 67 67 EQUAL NUMBER OF ,Sad 6o.{3'xD;izs);or End milli _ "`' Window:Metal Frame w/Thermal Break r NAILS IN EACH END 33°xo 131^naus 1/4"20 GAGE COIL 5HGC:0.30 248 0.290 0.320 72 79 L 3I0d bos_(r xo.IW)or ........-_ __-- STRAP TIE AT EACH ROOF Wall 2 Copy:Wood Frame,16"o.c. 1,362 19.0 0.0 0,060 0.060 82 82 (+�� 17 Top plates,taps at comers and intersections 2d6d common(31/PX0162),ar Face mall RAFTER TO RIDGE Floor,All-Wood Jolst/Truss 1,364 30.0 0.0 0.033 0.047 45 64 J*i TALL ' 33"xa131"nails 3 DETAIL @ FLOOR TO FLOOR WALL "dbtx(gv"xo.113"J;or CONNECTION.FASTENERS SPER CONNECTION s. 2-Sdmmmon x111'xG,isi".;ar___._ TA FASTENERS AS PER i"brace to each stud and plate ......... ..... .(. .. .-} ......_.....__.._ Face Halt z-Sod boxt3^xa_.i_ffi'j;cr _ TABLER602.3(1) 25 les 13 4" NOT TO SCALE ROOF RAFTER all 38d boxj2l/Z"x_0,1f3_"J;or__.___..`.. L\ O 2-edmmmon(z1I2"xo131^J SIMPSONHDU2-SDS2.5 17 1"xe"sheatMngtoeardsbead ;or bearing _.........._._........._.....__.._....__.........__. racenai RIDGE r",1 V i PRE-DEFLECTEDHOLDOWN. 2a0dbox{3"rav8)or___ 2 Ies,1"crown 16 ..13/4"Icing o FASTEN WITH(6)SDS 1/4"X 21/2" 36dbox 11JT'x0.113^;or "� 'x WOOD SCREWS,SEE PLAN FOR 1---'-----1'- DETAIL @ RIDGE VENT &STRAPPING - 3 sd common(z yz"xfli3i");ar Project Title:225 Williamsburg Drive Report date: 07/14/23 p LOCATIONS.(3,075 LB ALLOWABLE ,iod,box(3xOm128jµor -� NOT1'OSCALE Data filename: Page 1of 2 }I TENSION LOAD) 3st tes 1"sawn,i6 a.,13/4"!on 2 j z0 1"K8"andwidersheathing to each bearing WlderthanVX8" Face MITI a I> \ 9d_box.R'/2"x 0.i13"J;Or Q ^^ WOOD HEADER z -, 3 6d common(?11z^rA?31");or V ° 3-10tl_box(3".KQ_128'j:oe._................_.._................._ W 0 ° eI 4staples,l"crown,I6 ga.,13/4"long FLOOR ° ad box(z 1/z"x 01t3");or ROOF RAFTE 38d common�212"xfl,13i"J;or (� 0 Joist tasiR,rop place orgirder ---------- -• Toenail CORNER STUD CONNECTED TO � (CS CORNER STUD CONNECTED TO SIMPSON STRONG-TIE BC4 POST 3;10dox(3"b P-0.729"j}or_.._-_____.____._.._.._, CAP NAILED W/12-16d NAILS 3`3"x 0.13V'nazis "OP PLATES TRANSFER SHEAR(2)16d TRANSFER SHEAR(2)16d 00 0 W WOOD POST Ild box 21/2 xo.113^ 4"o.atoe nail COMMON NAIL Q 6"O.C. COMMON NAIL @ 6"O.C. 2'. Rim joist,bandjofstorblecsingtosHlbrtop plate(red ad Comm VERTICALLY VERTICALLY I I appliratiens also) 1pi box(3".%0428"y;_or� 6"o.c toe nail 5 DETAIL @ WOOD POST TO HEADER _. --- 3"x0,131"nails SIMPSON STRONG-TIE CS16 SIMPSON HDU2-2DS2.5 NOT TO SCALE I 3-adbax zi/r'x0_Si3'_);or PRE-DEFLECTED HOLDOWN. SIMPSON HDU2-2DS2.5 INSTALL STRAP AT EVERY PRE-DEFLECTED 2-8d commo^(2912"x0.132"Z;or FASTEN WITH 6 SDS 1/4"x 2 \ :3 ix6"subRoorar less toeachjoist 3todbox3^xalza";or "- facenafl CONNE1AFTERCTION TION M • HOLDOWN.FASTENWITIICONNECTION 17/8" /13/a"Ion • 1 2"WOOD SCREWS,SEE PLAN '-- FASTNERS=(4)8d(2 EACH FOR LOCATIONS. (6)SDS 1/4"X 21/2"WOOD r•_q 3-16d box J1.V2�x¢13s'J;or SCREWS,SEE PLAN FOR L� 4 2"sobnamtojotstorgima, --- ------- Blind andfacanali END 310LBUPLIFT PLYWOOD SHEATHING 2-16d common J3 Vr x M1rs2") )( LOCATIONS. I ---- , 01 WOOD POST 25 2"planks(piankAbeam-foor&mof) 31-dbox RESISTANCE) 1 'J 1-2 Ateach bearingface nail r-I - 2-S6d common(31/2"x 0.162") CNW 5/8 CONCRETE SLAB 3-16d_common(311T'x 0.162J;or_,-.-.__..... O "' COUPLER NUT • 5/8"0 THREADED ROD .a• sand ornmjorsttojofst CLObox(3"x012R")�r End nail DETAIL @ ROOF RAFTER TO STUD • is xa131"nailsbt ALLOWABLE ' SIMPSON STRONG-TiE ABU44 FOR 4 x 4 _"_.."._.._._..__.__.."_..._.__"______". _.._ I� _ 43"x 34 ga.sta es,71161Crown STRAPPING TENSION 7900) • POST NAILED W/12-16d NAILS W/2" Nail each layer as follows;Sr o.c.at MINIMUM SIDE COVER lbd boxs 3 x 0 x o.t tacedna� top bottom NOT T O SCALE 5/8"-THREADED :. •.. • ., _.._ ...L._..... _....-_.w......._....__.._._ P BOLT 8 INTO . � 19 or A I I +.•. ., 3'x 0.131"naffs 28 24"staggered oa aOpposite sides m Built up girders and beams,2-inch lumber layers CONCRETE(MIN i •i''4•Y,1�?�W1�s�I A2nd-_ 17-_ _.---_......._......._......_..... DE5tN LOADS, - '" _ _ '• : Z 29dcommon or Face nail at ends and at so,*splice FOUNDATION WALL or._.__.._.._.._,_.._... ALL F.00R5(LIVE LOAD+DEAD LOAD)�60 PW&)560) WOOD FRAME CONCRETE FOOTING SIMPSON HDU2-SDS2.5 PRE-DEFLECTED HOLDOWN. 3-16d box 1"rally ATTIG(LNE LOAD+DEAD LOAD) 90 P5F(I,/240) FASTEN WITH 6 SDS 1 4"X 21 2° 4 L6d_box_(31/2"x 0_I35 j;or______--.........._.._.... ROOF(ASPNALT 5FHNOLM)(IJVE LOAD+DEAD LOAD)■40 P5F O 7 DETAIL @WOOD POST TO O / / 3, fadgerstdpsupportingjoistsarraftex 316dmmmon(33/2"x0.162°);^r At each Joist or after,tam nail �40) DETAIL @ CORNER STUD HOLD DOWN SLAB � WOOD SCREWS,SEE PLAN FOR Tod box(3"%0.1zg"J;ar _ _ FOUNDATION LOCATIONS,(3,075LB ALLOWABLE _` 43"x0.132"nails LO TENSION LOAD) 79 Bd in tojolst z-1od(3%D.1zs) Each end,toe nail TABLE t872313} NOT TO SCALE N O NOT TO SCALE SPACING OF1FASTFNERS REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST W MD PRESSURES N ITT I DESCRIPTION Or BUILDING ELEMENTS NUMBER&TYPE OF FASTNER MINIMUM MAXIMUM ULTIMATE DESIGN WIND Edges(Inches) Intermediate NWIMUM NAIL MINIMUM NOWNALPANEL WAUSILD PANEL NAIL SPACFNO SPEfi3V (n Woodstructural panels,subfioor,_roof and Interior wall sheathingto fmmirtgatdpartide bwrdwall sheathng to framing _i Ste S�SPAN RATING U � Penetration THICKNESS SPACING Edges "Field Wlml exposure category ........ ...._..._..._ ...... ........__..........._. ... -- ...- -. - ........ {Inches) (Inches) makes, kndaeso.a incherso.a . C D DETAIL @ CORNER STUD HOLD DOWN lace Table R6oz.3(3,fmwood strucNml panel x 0.1brwalt sheath toall) ] Ed Cbnmon 8 bd common 2"x0.I13")Harr isubFloar,wall) 12(6 gable YS 24)0 3/8 Sb 6 12 SsF 115 AS) ag 3js^-1l2" 8 NOT TO SCALE (FLOOR TO FLOOR) 8dcomman 21/2"x0.131"nail end wallro 't 19132"-P 8d common(2 i/2"x0.131") $ 12(Go In gable £ .`: `','6:'r'S<.. ''741J .,.;"�u <`;"'`}j'yfr ..� 6 340 214 end wail lis SOd common(r x 0,148)nail;or 3i 19/8"-11/4" $ 12 LINTEL INTE B/LICf■y lLE BB 21/2"x0.131"deformed nail j�"'f,.f,. a7�/rii.1/N NOTE: CODE COMPLIANCE _ Other wall sheathing TA1R.E tt702,3.s _ I312"galvanized roofing nail,7/16"head MINIMUM THICKNESS ANDAPPLiCAT10N OF GYPSUM BOARD$GYPSUM PANELPROOUCTS )r'I�DTN OF OP MI ANFJ'I.E�JIZE MIN BEARING DETAILS&RES CHECK ALL YYJRIC SIfALL GONFOIOI TO THE ZOZO RESIDENTIAL GORE OF NEW YORK STATE (F'IlBLIGATiON DATE 20I9)t THE ZC120 ENERGY GON5BLVATbN 1/2"structural cellulosic fiberboard sheathing diar¢tenor 1"crowmsta le 16 .,1110Ion 3 6 MAXIMUM SPACING OF O'-0'TO I'-4' PLATE°S�'x 3 l/2' b' TNfCKIESSOFGYPSUM ORIENTATION 11F GYPSUM MAXIMUM SPACING CONSTWT,ON CODE OF WEN YORK STATE vxcws-igmve n&PROV5104G) 13/4"galvanized roofing nail,7116"head FASTENERS IIm1 esJ I'-4'TO 4'-0' L 3 I/2'X 3 I/Z'X 5/Ib' $' 25/32"structuralmlluloslcfiberboadsheathing 3 6 BOA#D OR GYPSUM APPLICATION BOARD OR GYPSUM PANEL OF FRAMING MEMBERS SMEOF NAILS F•ORAPPLICATIONTOWOODFRAM:NG PRO EG71S M THE LSO MPH W W Z01C diameter,or i crown staple 16 go.,1 V4!'Iong PANEL INDUCTS(inches, PROpUCTSTO FRAMING {Inches o,c) Notts Strews t ■ t a ■ 11/Y'galvanized roofing nail;staptegalvan;zed, 4-0 TO b-lb' L 4 x 3 I/Z'x 5/Ib' 8 sa 1/2 gypsum sheathing(instahedvetticallyJ 7 7 1 Vr long;ll/4"screws,Type Wvrs Application without adhesive 6'-9'TO 6'-0' L 5'X"s I/2'X 5/I6' 8' 13/4"gaivarifzed roafingnail;staple galvanized, Ceiling Either OireLtten S6 7 12 13 gaga.l3/a"fong,19/64"bead;0oW diameter,I l/s'Icng annular. DATE: 5/12/24 5/8"gypsum sheathing(installedvertically) 7 7 ringed;5d cooler nail I)MO6"diameter,15/8"long,1i1"'head;or 1 S/r long;l 5/8"screws,Type W or S i/2" M!SE M Ytl,0 Ali?51"5519CATI0N5 INANE Bel PREPARED BY OR 1M M THE 91 1RV1S ON OF THE UIUER°d64ED AND 00,TO Tre BEST OF Wood structural pants,combined st"lo°runderlaymerdto framing wall ERherDirecdon 16 B 1$ gypsum board nali O.o88"diameter,Is 8"Ion,9 32"head THE N7M6N®5100WID6F REORMATiONXV0111EF,MiIET THE Mill OF THE iEHY01%STATE M3111iCOILr YATION ;7 Me ddten 6d deformed(2"_x0.120")na.1 ar.___.______..__... g 12 CeilingEHherOirection 16 7 12 13pitte,1V8"IorlWW head,0.09s'diameter.1$191 long annular- JOB# 19-93 C*BTMTM com RM2ER TO ATTACHED RE�xheek GOMPLIMC=CERTIFICATE 8dcommonJ2 rx0.131"Hall ringed;lid!cooler lati3O,092"diameter,17/8"long,Ile head;or ~ 8tl trommon 2 NA5W GOUN,Yr S'e31b DEGREE DAYS 2"x0.131"naii•°r Wait Either Direction 16 a 26 gypsum board nail,0.0915"�ameter,l7/g"ion,19/w,bead v. 7/Sr-1" B 6A4TDFfR�DAYS 8cideformedl2"x0.120"nail 12 Type XatWall 17/8"Ionaed coated runsoreadvelentdrywenScrom.Screws shalt vemply SIlrf01ICGOIRRYr 10dcomman(3".oI48")r il;or teilingbeneath Perpendicular 24 6 6 wlthSecaostR702ISA(ScremshallbetypeWoriypaSi°fiseadaretwith sd deformed(2"x0.320"J Hall 6 1 habitable rooms I I 1 1 1ASIMC1007adidsMH penettate wood naless dxn S/8'T A 0■ ••sr 46'-4' REVISIONS lo BILGO DOOR 4 STEPS TO BE 1 i � 1 SELECTED B A-6 I A ' 2 A ; .r �. JUL 12 20?14 __..� 81-0 1/2, 10'-2 I/2' 3 10 1/4 4 v� + 5 I ' i ` I 6 I r I I cY _ _ ____------'--i r ----------___ -------------------------------------------------------------- — i GARAGE i i I I i I VENTING CALCULATION I "' 4" CONCRETE SLAB � � : � I i (APPLY 'RUST-OLEUM' i I CRAWL SPACE AREA = $04 50. FT. In p >- "EPDXY SHIELD" FLOOR CRAWL SPACE AREA / 150 i I 3 W 1W41 4 Z 5.56 50. FT. FOUNDATION FLOOD VENT n w COATING 4 CLEAR � 50 FT = TO BE "SMART PENT" ; 10 P CONCRETE _ Q Z = w 3 i I u n �� I FOU ATION WALL. W = f- u W GOAT) WITH 6X6 10/10 (I) 8 X Ib VENT = O.$g 50. FT, MODEL # 1540-510 DUAL I I I- WWM OVER 6 MIL POLY i I _ �, I I DA OFIN6 OR v I- I=- Z W J Q ; • , I b.022 VENTS REG FUNCTION SMART VENT. Q p VAPOR BARRIER OVER i i " i WA OFIN6 TO BOTTOM OF u. p p Q m n c� 8 X I6 VENTS TO BE PROYID)=D (TYPICAL) W 6 COMPACTED 6RAVEL i - I z I Lo p � Z u. p OVER COMPACTED FILL. i i w INSTALL CORNER STUD HOLD i FOOT N6 (SEE GR055-SECTION) 1m" Z Z W = p I'- W z PITCHED TOWARD x INSTALL NEW 5/$" TYPE 'X' GYPSUM BOAIO DOWN AS PER CODE,SEE ! (2) REBAR W TOP 4 d z p a z GARAGE DOORS (I/$" i N ABOVE BOILER AS PER GODS DETAIL #g ON A-02 I BOTT M OF FOUNDATION Q d Q Q Z G O" PER FOOT)_ i .." . 3 O Q 4 W = 9 2 I/2 i O. I 34 '1 1/2 + MIN u CONCRETEWASH j W I I I i GW GQ1- i I 8��. _ v t (ECG t s'-8"( t E'-s'(1=� t 6W(EQ) - I I I I � • �riri pia � i'i��i% v�?i�inia I n d q . ., (,rr�rr�,r (irrrirrirr� (riri rir I I i i (3)2"X 10"GI ER Yriirriiiri� 3 2"X 10"GIRDER rrrriirirrr i ! n n d \ — — — ,, it ,r OO — — � ,rr,ice; (3)2 a:10 GIRDER r,,ri,r�,rra (3)2 X 10 GIRDER I 2 x!� rr INSULATED ACCESS PANEL Cirrrrrrrir trir irrii Cr%i�riiri 12" X 4" CONTINUOUS i I I I � rrr,� r rrri���r i I M� Y P CONCRETE FOOTIN6 " Q 3 I/2"0 LALLY COLUMN ON 30"X30"XI2" WITH 5) #5 RI"BAR5 ® Qv 10" POURED CONCRETE FOUNDATION i i i v NEW AIR HANDLER (SU5PEND FROM I I q n d • �y o- r CONCRETE FOOTING W/0) #5 REBAR5 I I 24 WALL ON 12" x 24" CONTINUOUS FOOTNG I i i ( BOTH WAYS (TYPICAL) CEILING). VERIFY EXACT LOCATION I I = �� WITH OWNER d HVAC CONTRACTOR I I " W/(3)05 BARS(TYPICAL) I i I —J (SYSTEM TO BE DE516NED BY OTHERS) i 1 i w CRAWL SPACE I i DETAIL INSTALL CORNER 5TUD HOLD DOWN AS PER CODE,SEE ° I I i o 2" CONCRETE SCREED COAT OVER 6 MIL 12"0 POURED CONCRETE 50NO TUBE TO REST ON DETAIL #g ON A-0.2 i x VAPOR BARRIER 4'-0" DEEP WI1. 4 24"0 x 12" DEEP SPREAD I ( cV lh II = I II FOOTING ON GOMPAGTED EARTH. INSTALL I I SCALE: 11/2 1 -0 5'-0" x 3'-0' ACCESS n n I I �' � 51MPSON 5TRON6-TIE #EPB44T P05T TO I I ,p m i 5 I I o� 0 I ,.•.:. I I CONCRETE BRACKET (TYPICAL) ,� I00 t i.. N I '• •. e • _ 1��1 }Oil co n 2x1 RINGER I R j' 3 r:. v x z E I I � 3'-10" I ' I u b x'" I O° i � � ,d. � � I I 12"x24"x$" o INSTALL NEW 5/$ i a a 1 ( I CONCRETE FOOTING #+, I 14 TYPE 'X' GYPSUM CRAWL SPACE I (j] BOARD ABOVE BOILER 2" CONCRETE SCREED GOAT OVER 6 MIL i i X ( X I I � w A5 PER CODE VAPOR BARRIER { � N I I }Ai 6-7 � p X 5 1/2"0 LALLY COLUMN ON 50"X5O"XI2" N CONCRETE FOOTING W/(5) #5 REBARS i n 1 at GER i 12 x36 x$ o BOTH WAY5 (TYPICAL) GONGR>_TE FOOTING _ } (�� n 7�i + 4 BRICK !<] 0 7 i V�jir� �a C�irnin `I... +,_ I _ SHELF !1J i 3 2"X 10"GIRT i'r,R �Y�iirirrj� �ijii�iirr�i I C7 C7 I Q Z '- O r r� 3 2 X 10 GIRDER 'it rr rI 3 2 X 10 GIRDER I _. .r rr rrr, O 5§§M�,//26///�/ O tiirrirrr 2 x 8 A.C. D. .@ 16 O.C. 2 x 8 A.C. D. .@ 16 O.C.' Q' J Q' J u ,u } C.. L1� I O( O I v iy �{ ~ x 8" POUND CONCRETE FOUNDATION Q i I VENTING CALCULATION i NEW DECK ABOVE X X I �__� `+. O W WALL WITH BRICK SHELF ON S"XI6" I X S i I CRAWL SPACE AREA = 426 SQ. FT. i 4"GRAVEL/AGR I �I CONTINUOUS FOOTIWj W/(2)05 BARS W ii I i u I _ _ i I II i � - , � �, CRAWL SPACE AREA / 150 50 FT = 2.$4 SQ. FT. I • ' ,� i I II n n n (TYPICAL) .d p I j (2)? X 10 ACQ GIRDER t a t cER I 12 X36 X$ cCz. (I) $" XI6" VENT = O$g 50. FT. CONCRETE FOOTING •. I I.h I � O FJ I \ Y��f L.. .J c*. 5.Igl VENTS REQ" " 8 X I6 VENTS TO BE PRA1/IDED 4 ; I o, I a Q � i � Q ¢ a ¢ i u PROVIDE PREFABRICATED METAL I a o o $� I I Q HIGH EFFICIENCY HOT WATER I < ; 8' ; o AREAWAY AS REQUIRED (TYP) i � X X I I u O HEATER/BOILER TO BE SELECTED. - x �- II It_..__._..._... .._............_..... 00 tV (V (HVAG SYSTEM TO BE DE516NED BY _._..-._ _._... -............._...._............._.........._.....__....__..._.._................................... v N ACQ G - 2" 0" OTHERS) (2!)2" 10_'A IRDER nl < < (2) X 1 ACQ GIRDER i I jl jl 1 1 E I n CONCRETE I G R II I2 W X$'1�� _._. .�.-- ... FOOTING A m V-2 1/2' FOUNDATION FLOOD VENT TO BE "SMART 5'-2 1/2" I — —— — — — — — — — I — — — — — — — — — \il i O VENT" MODEL # 1540-510 DUAL FUNCTION ......_— SMART VENT. (TYPICAL) - - - - - - - - _— - NO FOUNDATION PLAN NALL5YMBOLKE' ' 12"x24"x$' GONGRET� FOOTING SCALE:1/4" =1'-Ott EXISTING FOUNDATION TO REMAIN B �TNRT1 E SIZED/ LISTED STRICTLY TOR CORMIL A FXaul�BY eUiLDn� A-6 PROPOSED FIRST FLOOR: ± 1,606 SQ. FT. (INCLUDES GARAGE) I' ` s' S' -►' PROPOSED CONCRETE FOUNDATION WALL FIRST FLOOR ZONE: FOUNDATION PLAN CONTRACTOR TO PROVIDE PRICE FOR NEW 3 TON H(DRONIC ZONE FOR ENTIRE FIRST PROPOSED SECOND FLOOR ADDITION: ± 1,363 SQ. FT. , ————— FLOOR CONNECTED TO NEW BOILER 010,400 CU FT).AIR HANDLER TO BE LOCATED IN CINCHES -_ EXI5TIN6 FOUNDATION TO BE REMOVED CRAWL SPACE AREA AS INDICATED ON FLOOR PLAN. FEET __ DATE: 5/12/24 '--CEILING HEIGHT PROPOSED TYPICAL INTERIOR WALL CONTRACTOR TO PROVIDE PRICE FOR NEW 3 TON HYDRONIC ZONE FOR ENTIRE SECOND JOB# 19-93 C0 CARBON MONOXIDE DETECTOR FLOOR CONNECTED TO NEW BOILER(110,400 CU FT).AIR HANDLER TO BE LOCATED IN so SMOKE DETECTOR ATTIC.(EXACT LOCATION TO BE DETERMINED) Awl S 46'-4" _.---- REVISIONS BILCO DOOR TO BE SELECTED B / I \ A-6 JUL 12 20?& 2 A I i A-6 INSTALL 'WATTS INTELLIFLOW' 3 1, 'SERIES A2C-M" AUTOMATIC WA5HIN6 MACHINE WATER I I 4 �A 5'-3' 5H)TOFF VALVE \ / A/C A/C &'-0 1/2' 10'-2 I/2' V-10 1/4' -_.._.._ 5 1-B 1-C 1-D 1-E x .$+ 3)2"c10" r (3)2"x1 0"HDR G w� - 7 BATH �I ` } — - - TILE FLOORa I 1-F - - �° Db N- --�' -j 3112' 31/2' (9p. Il'-0' I � 3 W u1 Z_ W Q 5 I/2' TILE-Fk 91R uj LAUNDRY3 I/2' o HAB1TA8t.E SPACE 5 1/2' I n = I�I Lu ,: Q LW 3/4 HOUR FIRE RATED I AREA•ZZ7A S.F. ,J „I DOOR A55EMBLY WITH i + * Q m Z W O Q �? 5ELF OL05M AS PER I = E~ 6%LI&iTalb.16' 66 S.F.ACTUAL "S LL p O Q Q W 3 a CODE �� co E 4%VENT=qAB! -A 5.F.ACTUAL uh L3 O Z LL 1-S ui �, 5 O X I O BARD! DOOR-> 'BROAN #QTXE-I50 M I Z u O O I- W POURED CONCRETE o, sD (150 CFM OR EQUAL..) m sD n� Q .. Z W Z STEPS W/36 HIGH I Fj EXHAUST FAN m �Q O r� MASTER BEDROOM x 1-G IZ z rj H Q xIEW6 TO MEET I DN �' EDUCTED TOXTERIOR m m WOOD FLOOR o 3 Q U = Z Z O N O Q (3)13/4"x 11 7/8"LVL(FLUSH) ° `` W `+ -a, - -_ =- - - - gip::.::..::. 'l0 '�0 — Lr v NEW STAIR AND 56' SD z �► •p "� `0 > p p LL a IW- -AA1CnZkl!_TO--MST COM w WITH OAK TREADS E PINE z P.R. I - II µ I I I BUILT IN BUREAU RISERS,SEE STAIR NOTE a 3 1/2" — — — — — — — — - 4'-11 1/2' "I'- I/2 ' I, 6'-0' I 2"x10"F.J.@ 16"O.C. l i l i _:_::_:r3.::__: - I I W I i i 11 I 5 1/2' , w I 3 1/2' N GARAGE I — — — — , '� — — — to [36 FRIDG./4'CONCRETE SLAB(APPLY cn !s. '"� m EZ. U BUILT IN BANQUETTE � I 7 t< "RUST-OLEUM "EPDX(SHIEL>7 FLOOR COATIN6 4 CLEAR CIOAT) c? OPEN TO � WITH 6X6 10/10 WWM OVER 0 MIL 3 Ir2 - r" ABOVE a 1-R caii POLY VAPOR BARRIER OVE�L 6" ( � KITCHEN u ��I BREAKFAST COMPACTED&RAVEL OVER /AOCCESS HATCH I WOOD FLOOR ij- Q i WOOD FLOOR COMPACTED FILL.PIT04W CRAWL n �-- TOWARD GARAGE DOORS(115" SPACE —J x PER FOOT). INSTALL NEW 5/ " - -- 00 - TYPE 'X'6YP BD ON CEILI # CLOSET I ^------------------ --------E715 I/2" WALLS '" '_�' iAl TALL 00 I -------------"-X--- -------- PANTRY - ; �N � 00 i I' 1 it L._ vvzax solo srj�Tlusr - 51/2"x 91/4"P.S.L.(GRADE 2.OE)HDR 3 u 6 —r—r Z H w Lo m �' m HSS4X4x1/4 STEEL COLUM __._..._____.._.._...__._.........—._._.._.._. III1K "I I CONTINUOUS DOWN TO _ ! TYPICAL STAIR x w I 1 P o FOUNDATION ALL STAIR PARTS TO BE MANUFACTURED BY L.J. SMITH. OR N N > x1�u AQ� " APPROVED EQUAL. SUBMIT SAMPLE OF ALL PARTS FOR APPROVAL " BY OWNER PRIOR TO ORDERING. MODEL NUMBERS BELOW ARE FOR ¢ ................'�......____.__—_—.._ ____.__._..__.__—._---_t_ ... W BIDDING PURP05E5 ONLY. o HANDRAIL = LJ-bg00 -. l 1 o 1 1 N ., x .� :a POST = LJP-3g10 OVE ----- -- N ._____..__......._.._........_......._..._.._.__.._.___—.._.__...._.._.. .2 .._..__.., 0 BALUSTER = LJP-2g 15. III P R Q I � r I w .�.---------.._—__-__-_.. � o ALL ADDITIONAL STAIR PARTS, LANDING FITTIN65,6005E NECKS, I I o I j z '� I]� _ ETC. TO BE INCLUDED. SUBMIT SHOP ORAWIN65 FOR ALL STAIRS t `� X o �I _ a 3 '" a� 1-0 N = �� x u 1` - - - o Q HANDRAIL FOR ARCHITECTS APPROVAL PRIOR TO INSTALLATION. =� �. o - - - cn O - 1-J ...____.._— t1'P[G......_._ ��1. ._p---....----_--_ z u III -- _.-_.... I - U__...__.._...___ c� "PENNSYLVANIA' w � a - -� �! �� ,- ~ 2 ,� BLUESTONE oo DINING TYPICAL COMPOSITE DECK PLATFORM WITH I I _........................ o -klOOD F� rn _._..__.__._..__..__--- ( -- -- I` o oo O fil x ----- -— f:.---._..... co - cti FLAME EDGE d E. LI ING00 OOM I i I ^ - COMPOSITE LDECKIN&("TREX" OR APPROVED EQUAL) 4 56" HIGH WIRE RAILING SYSTEM BRICK RISERS. I I H WO D FL \` \ i __.__._.____.__......__. ..._N_... ("FM,EY" OR APPROVED EQUAL)(TO BE SELECTED BY OWNER). BRICK R1 BE "GLEN I = " x I r - j +.'EERY°MODEL# - `" ---------- -...- -- -- ......- TYPICAL TILE FLOOR 53DD I I TILE FLOOR(TO BE SELECTED)OVER "DITRA" UNCOUPLINCs MAT MANUFACTURED BY 'SCHLUTER SYSTEMS' (INSTALL AS PER MANUFACTURER5 SPECIFICATIONS)OVER SUBI�LOOR III 1-N -__-_ - TYPICAL WOOD FLOOR A 6 III= o 2..9/4 - - `lj l�---- 5.TIZ'.._._...t_�.... A (� NEH WOOD FLOOR TO BE 2 1/4" RED OAK(SELECT OR BETTER) INSTALLED OVER RED III - ! I 23-0 - u O ROSEN PAPER OVER 5/4" 'CDX' PLYWOOD SHEATHING.FLOOR TO BE SCRAPED,SANDED, STAINED,SEALED,AND RECEIVE 3 GOATS POLY URETHANE. GREATS SAMPLE FOR -�� { $ _ _ - .... 5 I/2" ----...................._......................._......._._....._..-......__.....__.._............._.._......_-_ ........._.._...__.........__._.__.._...........__..---._._....._..._.._..--___-.. CUSTOMER APPROVAL PRIOR TO FINISHING m R (3)2 x10 HDR (3)2 x10 H - X q 4" Z n — — — i/— t; _— -� . _�2�1..3 . 2....1...3. 4'�X�9T TJ \\\ ---- - ---_=- I Q II 'AZEK'PILASTER TL TL FL " x N ® NO 'AZEK'COLUMN,SEE FIRST' FLOOR PLAN WALL 5`rMBOL KEY MAIL=I °N A�2 SCALE:1/4" =1'-0" EXI5TIN6 WALL TO REMAIN B Vpilu�.�!R+l, v° PROPOSED TYPICAL NEW WALL A-6 PROPOSED FIRST FLOOR: ± 1,606 SQ. FT. (INCLUDES GARAGE) 1' s' S' 7' FIRST FLOOR PLAN PROPOSED BEGONE) FLOOR ADDITION: ± 1,363 SQ. FT. I ------- EXISTING WALL TO BE REMOVED 4 INCHES co CARBON MONOXIDE DETECTOR FEET DATE: 5/12/24 CEILING I-MIGHT SD SMOKE DETECTOR JOB# 19-93 A-2 z IT _ _ ._....._._..___...LI.._.._._ . ..__. ..__ . . REVISIONS 'r 17 _1--. . I 1 2 h A-6 JUL 1 2 20,% Cam. A5, GN TJ TJ ' 3 � ! R...-...._. _. ... � 14'-II 1/2' IB'-7" 10'-7 5/4' �- VI 5/4' u 4 Ni 'BROAN #QTXE-150 (150 GFM OR EQUAL.)EXHAUST FAN DUCTED 5 2-A TO EXT:RIOR41, .. _ vi x * • x — -- — ', LINEN 7 N Q { -, BATH#2 ')O B T #1 Lrl p >- Ul 3 1/2" TI P _ C4 W I n Z 1_/1E 1 N N 1 2—D y 1 3 I/2" 5 1/2" BEDROOM#1 5 I/2' ;t W = ~ I"I IW` }: WOOD FLOOR c i uj I -� I�- I=- ZW QpQ O C� Ln HABITABLE SP 'S U. O O Q W f co m sD r _---I . m U A4A...a4A30$F.— :-- Q z Z W = O In z 6%LICWzlS.44 44 S.F.AG UAL O U 6 en X 4%VENT■7.72 ' 22 Sr-.AG AL � �, � f- �- z G W Z z �. L-- QQzCCl= O ATTIC PULL DOWN STAIR TO BE N 2-E J X 30x68 " " v 0 3pQQuj HUSKY #655 R-10 ENERGY 5AYER u STAIRWAY.REFER TO MANUFACTURES > p M W SPECIFICATIONS FC:Q ROUGH OPENING - W O Q ~ f ATTIC __ 51/2"x 91/4"P.S.L. (FLUSH) __ I� ! I I !I i( �i DIMENSIONS. m t L CD Lei , Xqc 46n 2 F Q l- + ' w v / ; U FAMILY ROOM M � OPEN TO WOOD FLOOR s BELOW -- ._...__._....._.._..._.. m "* @ C� j U i ;,_ ~ RS / C IT-4 /2" `� `� 1b1-0' N 2-G m CD DN m o dapcq to x� 5 I/2"x 91/4"P.S.L.(FLUSH) 3)2"x10" HDR t3 2"x10" HDR ' 4'-0" Lo Q - 2-i 2—H 1 -Q x 2-J O N _ 1 2'b"xb'8" O - tr N DN N m m TYPICAL COMPOSITE DECK ' __ COMPOSITE DECKING("TREX" OR APPROVED EQUAL) 436" HIGH WIRE RAILING SYSTEM r �5�„ 1 I j , ..._.._....._...__....._..._....__._._._._.._..............._._..._......_.._...____ —..__..__._._...__ Jl,)..... ..... ("FEENEY' OR APPROVED EQUAL) (TO BE SELECTED BY OWNER). SD I IIN s~ o TYPICAL TILE FLOOR q 2'1" TILE FLOOR(TO BE SELECTED)OVER "DITRA" UNCOUPLIN63 MAT MANUFACTURES) BY 'SCHLU R K x 0 _ � >' SYSTEMS' (INSTALL AS PER MANUFACTURERS SPECIFICATIONS)OVER SUBFLOOR �' r'x 10°C.J.c 16°O.C. 2°x 10°C.J.@ 16°O.C. "' D, F-Pl Q a� TYPICAL WOOD FLOOR 4 Q .._._.._..._._......_........._..._.____...; ( ,b Z NEW WOOD FLOOR TO BE 2 I/4" RED OAK(SELECT OR BETTER) INSTALLED OVER RED o B DROOM#3 0 0 u ROSEN PAPER OVER 5/4" 'GDX' PLYWOOD SHEATHING. FLOOR TO BE SCRAPED,5ANDED, STAINED,SEALED,AND RECEIVE 5 COATS POLY URETHANE.CREATE SAMPLE FOR f �,IWOOD FLOOR r BED Oaf - a N _�..-_____-- ----_............_........__._. CU5TOMER APPROVAL PRIOR TO FINI5HIN6 _ - -- --- d — -- Q _ ITABLE SPACE m -- --- _......_.._..................._....__..-- 00 W � WOOD FLOOR ;— �� HA13 �--- - - - ---...----...---....._. 4 C7mzW. ri6.O 5.F. I _4 ° TYPICAL STAIR HABITABLE Z 6HT-44.05' 152 S.F. TUAL i ALL STAIR PARTS TO BE MANUFACTURED BY L.J. SMITH. OR .. AREA 222.o Sr-. - ¢; VENT=7A4' 26 SF. TUAL m - APPROVED EQUAL. 50MIT SAMPLE OF ALL PARTS FOR APPROVAL ft a m11.to' 52 S.F.ACWm ' ! �BY OWNER PRIOR TO ORDERING. MODEL NUMBERS BELOW ARE FOR 5 I/2" 4% abb8 26 S.F. � - BIDDIN6 PURPOSES ONLY. C q 3 12' - HANDRAIL = LJ-6400 ! " N __ ._—_-....._.._..........................._._ P05T = LJP-3410 BALUSTER = LJP-2915. 2-O IFA I - uO ALL ADDITIONAL STAIR PARTS, LANDING FI7TIN65,6005E NECK5, ETC. TO BE INCLUDED. SUBMIT SHOP DRAKIN66 FOR ALL STAIRS 4 N 3)2"x1o" HDR 3 2"x10" HDR HANDRAIL FOR ARGHITEGTS APPROVAL PRIOR TO INSTALLATION. — Z 2-M a Q 25'-II' N O SECONDWALL SYMBOL KF-1'FLOOR PLAN (UNIT TO BE SIZED/ LISTED BY A G ROTL TOR FI ENERGY G PRXI S 4L REQUIRED BY BUILDING DEPARTh�IT,SIZES!ISTED BELOW ARE STRICTLY FOR PRH.IMINARY PRICING ONLY) SCALE:1/4" =1'-O" EXISTING WALL TO REMAIN B FIRST TOOR TO PROVIDE PRICE FOR NEW 5 TON H(DRONIC ZONE FOR ENTIRE FIRST PROPOSED FIRST FLOOR: ± 1,606 S Q. FT. INCLUDES GARAGE I' g' S' T PROPOSED TYPICAL NEW WALL A 6 FLOOR CONNECTM TO NEW BOILER 010,400 CU FT).AIR HANDLER TO BE LOCATED IN SECOND FLOOR PLAN ( ) ---- -= EXISTING WALL TO BE REMOVED CRAWL SPACE AREA A5 INDICATED ON FLOOR PLAN. PROPOSED SECOND FLOOR ADDIT;iON: ± 1,363 SQ. FT. , ----'- 4 INCHES SECOND FLOOR ZONE: FEET CO CARBON MONOXIDE DETECTOR CONTRACTOR TO PROVIDE PRICE FOR NEW 5 TON HYDRONIG ZONE FOR ENTIRE SECOND DATE: 5/12/24 FLOOR CONNECTED TO NEW BOILER 010,400 CU FT).AIR HANDLER TO BE LOCATED IN CEILING HEIGHT sD SMOKE DETECTOR ATTIC.(EXACT LOCATION TO BE DETERMINED) JOB# 19-93 A-3 REVISIONS A'6 2 ` Jul. 1 2 20?� A INSTALL ICE 4 WATER SHIELD FROM THE EAVES EVO= TO A POINT AT LEAST 3 2'-0" INSIDE THE EXTERIOR WALL LINE AND ALL VALLEYS 4 HIPS AS PER— CODE, # — ! A-6 MANUFACTURERS SPECIFICATIONS 4 AS INDICATED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .._,,.._. _._-. ._. ..., ....----._,.�..._.._. 5 IJ'I O �• L11 � Q Z HLLzlu 03 TYFfGAL Op4Q = Z] C3 // , � — ZO 17 32 Lj QQ � = O L.77 / / r> ; ,- r ;r r-' T / 1,77av /, �/r �r z ILL Al eo /. o ? v V t--r / - TYPICAL ASPHALT ROOF I — I / . // /; [ � � � � _......_.._..—.--.-------------_—___________— _—_—_.._ —__... .. � •� III k __...__.._............_.._...._..._._.................... .... W a� 2 gRI @ 6 TYPICAL GUTTER TO DRAIN TO I I ' / NEW DRY WELL SYSTEM,SEE CALCULATIONSTI �._ _. _. ONS >~ / I 2�8"RR @ 16"O.IC // / / / / � I � H I ' TYPICAL METAL ROOP I..._......_...._........._...._.. W oo O 12 r, I IZ I ' / -I---- ---- — u O / A. 4.9 //A r.x/ 7;f I as N N Q TYPICAL METAL ROOF ROOF P L �. N 5TANDIN6 AM ALUMINUM ROOF (COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE 4 WAT SHIELD (ENTIRE ROOF) OVER 50#BUILDING FELT OVER 516" COX SCALE:1/4"=1'-0" B PLYWOOD ATHIN6 OVER ROOF RAFTERS (SEE PLAN). A-6 TYPICAL ASPHALT ROOF — PROPOSED FIRST FLOOR: ± 1,606 SQ. FT. (INCLUDES GARAGE) 1' 3' 5' T NEW ASPHALT ROOFING TO BE "GAF" 'TIMBERLINE HDz 5HIN6LE5' "WILLIAMSBUR5 ROOF FLOOR PLAN PROPOSED SECOND FLOOR ADDITION: ± 1,363 SQ. FT. , SLATE" (OR APPROVED EQUAL,SUBMIT SAMPLE) OVER 50 #BUILDING FELT OVER 4 INCHES 5/6" GDX PLYWOOD SHEAT'HIN6 OVER ROOF RAFTERS (SEE PLAN). INSTALL ICE 4 FEET WATER SHIE.D FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0" INSIDE THE DATE: 5/12/24 CEILING HEIGHT EXTERIOR IAALL LINE AND AT ALL VALLEYS,HIPS, 4 A5 INDICATED ON ROOF PLAN AND AS REOUIRED TO MEET CODE. WEAVE IN ALL VALLEY'5 TO CONGEAL FLASHIN6. JOB# 19-93 A=4 ENTIRE ROOF AREA+DECK .. __.._._._.. _ _-_.. __ l REVISIONS mm00F HATER GALGULATIONS _ DES16N FOR A STORM DRAIN SYSTEM 5ERVIN6 A ROOF AREA OF: 21lq sq,ft i VOLUME REQUIRED (3" RAINFALL) 544.'75 GU FT JUL 1 2 2Q%'" r 2 (I) 8'-O"0 X 4'-0" H STORM DRAIN RING = 1bb.q GU FT INSTALL ICE 8 WATER SHIELD FROM THE ;. EAVES EDGE TO A POINT AT LEA5T 2'-O" 3 STORM DRAIN RIN65 REQUIRED VOLUME REQUIRED/168.q') 323 RINGS REQ INSIDE THE EXTERIOR WALL LINE AND ALL -- STORM DRAIN RIN65 TO BE PROVIDED 4 VALLEYS d HIPS A5 PER CODE, MANUFACTURERS 4 REFER TO SITE PLAN FOR LOCATION OF DRYWELLS -' -- ----- SPECIFICATIONS 4 AS INDICATED 5 ALL UNDERGROUND R PING SHALL BE 8" SIMP50N STRONG-TIE #5MT512 (14 100 NAILS)DIAMETER OR LARGER(811 MIN)FOR ALL INSTALL STRAP AT EVERY RAFTER TO STUD 6 DRIVEWAY INLETS/ DRAINS&6"DIAMETER(MIN) CONNECTION FOR ALL ROOF LEADERS.ALL PIPING TO BE "S.D.R. 7 35 SEWER PIPE" (TYPICAL) 12 I PROVIDE SOLID CONCRETE COVER&DOME 8 I ILn n w O 3 Lu In x — TYPICAL NEW ROOF I Q Z = w 3 !—I I —I e e z I—I u1wp �' u � � �; _ METAL DRIP EDGE (MATCH � � Z p Q _ � JJ - I III I I I I GRADE GUTTER MATERIAL) _. LL o Lou Q Q 3 w PITCH I zd I I STORM DRAIN RINGS O O U1 Z w O TYPICAL GUTTER ? z w z o a z Q OR rAlGER S. - -- - COLLAR MATERIAL, �.-- Tr D.R 35 SEWER fp -- 1` MIN. —I I -'—SEE NOTE BELOW 3/4'X 6" 'AZEK'FASCIA 1= �- Z W Z =1 T= --------------- - ---' I—III III _ Z I-m Q z I- I NOTE: COLLAR MATERIAL 'AZEK' BEAD BOARD SOFFIT 3 '-' 4 Q W = p III T OVER 1/2 o u 2 III— I —I 1=1 SHALL BE COMPRISED OF SAND _ PLYWOOD O G Q H —I I &GRAVEL FILTER MATERIAL LL CONTAINING LESS THAN 15% I�KI 511 GROWN #AZM- .T STORM DRAIN RIN I —I FINE SAND,SILT,CLAY&1"DIA. a III=� III=I GRAVEL(SILT&CLAY TYPICAL EXTERIOR WALL FRACTIONS ARE NOT TO EXCEED "[ a II I II I II I III=1 I I 5%) I_III—I � u III=11 ® ® ® IIIIIIIIII MIN. MIN. ICI—ICI t�j "•rl' t�.. =III-1 ® ® ® ® ® ® ® IIIIIIIIli11 - -GROUNDWATER '/�) DETAIL III=1 I I I I III ` — 1 / —III— a z ' z III—I SCALE: 11/2II — 1 -0II SEE DETAIL #1 1010, II—I I I NOTE: BOTTOM OF ALL ION SHEET A-5.3 N III=III=— SEE CALCULATIONS I=III=1 DRYWELL'S MUST HAVE o N 00 6-0 PENETRATION INTO — -.. —_ - RATE ABLE MATERIAL _ --._..._.....__.........._._.. ..._..........._.... - ----._......_....._....__.. _................. .. --------- .... -- -- ---..__._..... z H IIj — I—III _ -III=III=III � - _ - -- �€ III-1 i I=1 I I — =1II-1I1=III-III II-1 =_ -III-III-III-1 12 - ____ — 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 8� _..._.__......_ _........_...__.__._.. .__ .._._.. ......___..._ ...._._... _.___.__.__.._. _____..__....._.._...__....._...__--------_ __--__ _---_ II=III=III=III=III=III=III=III=III=III=III=III= — - - TYPICAL ASPHALT ROOF W I l� _—.--_—._.__............._......_. --'- ..._._._-- ---- -- ------ -----.._..._...._.__... ... -......_— ._.....= __ ._�........ _.--- -_ .....__...._ u DETAIL@ TYPICA ,y -- -_ __ L DRYWEL 0 NOT TO SCALE 2-Q ZI TYPICAL WINDOW 'A" SEE DETAIL#2 ON A-53 TYPICAL EXTERIOR WALL - HARDIE PLANK SIDING HARDIE PLANK LAP SIDING -7" EXPOSURE (PRIMED) OVER 'BLUESKIN' #VPI00 � 0 Iliv/ �s 5ELF-ADHERED MEMBRANE OVER 5/8" 'COX' PLYWOOD 5HEATHING OVER 2"X6" 5TUD WALL. FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH WITH 5/6" GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED (3 COATS), d SANDED, READY FOR PAINT. ALL CORNER BOARDS TO BE 5/4" X b" '\: 'AZHC'. SIDING t TRIM TO BE PAINTED WITH "BENJAMIN MOORE" "MOOROARD" _ '� •.. � 2-P � ��� 2-O n (COLOR TO BE SELECTED BY OWNER) TYPICAL METAL ROOF a TYPICAL METAL ROOF STANDING SEAM ALUMINUM ROOF (DOLOR TO BE SELECTED,SUBMIT SAMPLE) OVER _.._. _.. ---.._.. _._ _..__......_....._._-- _-_ _... -._ ...._ ICE t WATER SHIELD (ENTIRE ROOF) OVER 30# BUILDING FELT OVER 5/8" COX � PLYWOOD 5HEATHIN6 OVER ROOF RAFTERS (SEE PLAN) IL TYPICAL ASPHALT ROOF .pa\ NEW ASPHALT ROOFING TO BE OAF TIMBERLINE Q MBERLINE HDZ SHINGLES WILLIAM5BUR6 \\ \ _ \\ \` Ol SLATE OR A a( APPROVED EQUAL SUBMIT SAMPLE) OVER 30 # BUILDING FELT OVER ;, x 5/8" COX PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE PLAN). INSTALL ICE d � j 1_P 'AZEK'COLUMN,SEE N WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-O" INSIDE THE \\ EXTERIOR WALL LINE AND I I `: ° ;_ , ° " # N j \\ DETAIL ION A-5 2 O AT ALL VALLEYS, HIPS, � A5 INDICATED ON ROOF PLAN i \ �� , AND AS REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLASHING. � I TYPICAL COMPOSITE DECK I i j COMPOSITE DECKIN6("TREXII OR APPROVED EQUAL) 4 56" H16H WIRE RAILING SYSTEM 1-S 1•R C FMZY" OR APPROVED EQUAL) (TO BE SELECTED BY OWNER). __ . o - .:f,,.-�.5.:--:a.l.�.._..._:h�r.:_:'PT° - — -: •-�—. -{.. mil'-].._: I.'..'1,._ y '3 -. ,, - -_`3.,:-{ ...((,:: -;,, _,�._ ,5, f._}, ,...,.f.r :r• 1 - i�';: """�; i i f <<T" ..11, ^-3ty .: I .. . _ ._ ;.. E .µ i i, r, - G:,r r ; ' .� a.. - : :: _ _k € EXTERIOR ELEVATIONS (. ,.. CT .- . ... .((,. I. .:i . I ._ �_.,._ lx -:! ili, `�7 �, _ t - , ,. NATIONS .. :...€,,r..{ r i5'.t. ,a. E. {• ..1 .:1, , F. )h- #,:' £ j S t'�.�.T�i`" . .� - g -1 p = ' T $ .E 1� i � . alp- { S!,j:; t i• W ": ':I I E».' '� ,f !i �. ..?•r-ld<� •i ". ; S`" Ir- .t- i. —i€, I, -:.k• ,I _' ,_.tc 13 _,td� I : f€I _.€ { r— i I ; i _ i _ a M;� — E F E --3;�€#i IE I 1 'i — i €I .� .� I',.. 7I E I ,: I'..: i ^:I�--?,I —�E S 3 r^•�.:^-^�!�.^-€�'..^^�i,-'"-!�Y—::I^^-�i�' �q,..;-�E i `.L�•. .� , y�.l�._. aK��E�_':{ WESTELEVATION TYPICAL EXTERIOR HALL- "PENNSYLVANIA'BLLIE5T°NE PLATFORM HARDIE PLANK 51DIN6 WITH FLAME EDGE 4 BRICK RISERS. DATE: 5/12/24 SCALE:1/4"=1'-0" BRICK TO BE 'GLEN 6ERY" MODEL# 55M JOB# 19-93 A-5.1 WINDOW & EXTERIOR DOOR SCHEDULE - FIRST FLOOR 5/15/2024 REVISIONS UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# HARDWARE FINISH TEMPERED NOTES - --- - 1 1-A OMITTED 1-B Garage 2'-6"x 4'-1" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW24310 WHITE -- 2 1-C Master Bathroom 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE X i 1-D Master Bedroom 3'-2"x 5'-S" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE JUL ` 1-E Master Bedroom 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 %h HITE ; y C 2 2 { ; 3 1-F Master Bedroom T-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE I { 1-G Master Bedroom 3'-2"x 5'-S" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE p ! _ � { 4 1-H Breakst room 4'4"x 5'-0" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG PICTURE DHP42410 i 1-1 Breakst room 11'-10"x 6'41" ANDERSEN A SERIES FRENCHWOOD GLIDING PATIO DOORS FWGD1110611-3 W"IITE 5 14 Dining room 11'-10"x 6'-11" ANDERSEN A SERIES FRENCHWOOD GLIDING PATIO DOORS FWGD1110611-4 WHITE 1-K Dining room 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE 6 1-L Living Room 4'-4"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG PICTURE DHP4252 TYPICAL EXTERIOR WALL - HARDIE PLANK 51DIN6 1-M Living Room 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE HARDIE PLANK LAP SIDING -'1" EXPOSURE (PRIMED) OVER 'BLUESKIN' #VPI00 7 1-N Living Room 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE SELF-ADHERED MEMBRANE OVER 5/$" 'GDX' PLYWOOD SHEATHING OVER 2"X6" STUD T 775 F 1-O Living Room 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW 0 WHITE WALL. FILL WALL CAVITIES WITH INSULATION A5 SPECIFIED ON SECTIONS AND FINISH 1-P Living Room 3'-0"x -0" SIMPSON NANTUCKET COLLECTION ENTRANCE DOOR 77508 FP TI:D X 1-Q OMITTED WITH 5/$" GYPSUM BOARD. GYPSUM BOARD TO BE 50REWED,TAPED,5PAGKLED (3 U1 G >- U1 1-11 Garage 9'-0"x 8'-0" CLOPAY CANYON RIDGE CARRIAGE HOUSE OVERHEAD DOOR DESIGN 11 BLACK FAUX HRDWR W/REC13 WINDOW OPTION COATS), 4 EANDED,READY FOR PAINT. ALL CORNER BOARDS TO BE 5/4' X 6" 3 W Ln Lu Q Z 1-S Garage 9'-0"x 8'-0" CLOPAY CANYON RIDGE CARRIAGE HOUSE OVERHEAD DOOR DESIGN 11 BLACK FAUX HRDWR W/REC13 WINDOW OPTION 'AZEK', SIDIR5 4 TRIM TO BE PAINTED WITH "BENJAMIN MOORE" "MOOR6ARO" d g z Lu W 3 (COLOR TO BE SELECTED BY OWNER) Lu WINDOW & EXTERIOR DOOR SCHEDULE - SECOND FLOOR 5/15/2024 F' E' z w .j -1 G Q TYPICAL METAL ROOF w G O Q 3 UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# HARDWARE FINISH TEMPERED NOTES lu G Ul z �L G ul ,„ STANDING EEAM ALUMINUM ROOF (COLOR TO BE SELECTED SUBMIT SAMPLE) OVER � 2-A Bathroom#2 2'-1"x 2-5" ANDERSEN 400 SERIES CASEMENT WINDOW C125 WHITE X � Z _ � W 2-B Bathroom#1 2'-1"x 2-5" ANDERSEN 400 SERIES CASEMENT WINDOW C125 WHITE x ICE 4 WATER SHIELD (ENTIRE ROOF) OVER 30# BUILDIN6 FELT OVER 5/$" COX Z c ui LO z 2-C Bedroom#1 4'-1"x 2'-5" ANDERSEN 400 SERIES AWNING WINDOW AW41 WHITE PLYWOOD 54EATHING OVER ROOF RAFTERS (SEE PLAN). M F- ,. Z 0 z 2-D Bedroom#1 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE X 0 2-E Bedroom#1 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x TYPICAL A�PHALT ROOF - 5 'p Q uW = 2-F Family Room 3'-2"x 5'S" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x NEW ASPHALT ROOFING TO BE "5AF" 'TIMBERLINE HDZ 5HINGLE5' "WILLIAM5BUR6 C Lj M w 2-G Family Room 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE X SLATE" (OR APPROVED EQUAL,SUBMIT SAMPLE) OVER 30 # BUILDING FELT OVER U. Q H 2-H Family Room 3'-2"x 5'-S" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x 5/$" COX PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE PLAN). INSTALL ICE d 2-1 Family Room T-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE X 24 Family Room 3'-0"x 6'-10" ANDERSEN 400 SERIES HINGED INSWING PATIO DOOR FWH31611AR WHITE x _ WATER 5HIE-0 FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0" IN51DE THE 2-K Bedroom#3 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x EXTERIOR hALL LINE AND AT ALL VALLEYS,HIPS, 4 AS INDICATED ON ROOF PLAN 2-L Bedroom#3 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x AND AS REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLASHING. 2-M Bedroom#3 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE X 2-N Bedroom#2 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x TYPICAL CCMP051TE DECK .� 7 2-0 Bedroom#2 3'-2"x 5'-S" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE X u " n r2-R Bedroom#2 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE XGOMf'05ITE DECKING(TREX OR APPROVED EQUAL) 36 HIGH WIRE RAILING SYSTEM (FEENEY OR APPROVED EQUAL) (TO ESE SELECTED BY OWNEW. ►- . b Attic 5'-2"x 3'-" ANDERSEN 400 SERIES CASEMENT WINDOWS CN33 W f 11TE O Garage attic 2'-1"x 2-5" ANDERSEN 400 SERIES CASEMENT WINDOW C125 WHITE EXTERIOR DOOR 4 WINDOW GENERAL NOTES: I. WINDOWS TO BE "ANDERSEN" "400" SERIES'. ALL GLAZING TO BE H16H PERFORMANCE LOW- E4. I$"X 24"DECORATIVE LO'A-TR 00 FULL DIVIDED LITE WITH SPACER TOP/BOTTOM.1/$" MUNITN BAR DIVISIONS AS PER ELEVATIONS. VENT TO BE 'FYPON'MODEL# _\ 2. DOORS TO BE ANDERSEN" "An SERIES'. ALL GLAZING TO BE HIGH PERFORMANCE LOW- E4. FULL LVN51$X24 DIVIDED LITE WITH SPACER TOP/BOTTOM. 'U$" MUNITN BAR DIVISIONS AS PER ELEVATIONS. m q, 3. ALL WINDOWS 4 DOORS TO HAVE WHITE HARDWARE OR A5 SELECTED BY OWNER ~ ° CO 'AZEK'5/4"x 4"GASIN6 x 4. ALL GLAD DOORS AND WINDOW5 TO BE WHITE. ALL SCREENS IN WINDOWS TO BE "TRU5CENE" - s g� 00 WHITE, SCREENS IN DOORS TO BE STANDARD MESH - WHITE N S. HEI&HT5 AND WIDTHS L15TED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING -- -- --..__.._...-------.__.___....-_-_--- _... _...._ .................. z F C�: Ln ROUGH OPENIN65. --- - ------ - -- ---- - - - - --- - ---- - - - - ---- - - - -- .................-_- - - ---- - --- --- - -........ _..._.._.._.._ - --._._.._..._ _........... — .................................._........_. .........._........_.................._....._..__.........__..._........... ............._...-- ...__......._..... —._._._.. ............................ .......... _.................._.... -------- .... _....... _......_.................__..._.......- ....._ _ 1 - 110o TYPICAL ASPHALT ROOF FLASFfIN6 (TYPICAL) _..-.............._. ---..................._......- ....._................._............. ----- - 6/4" x 4" (CUT) 'AZEK' — -- --- v CAPITAL � z 'AZEK' # AZM-105 5/4" _. -W 1/1" 1 t/4" QUARTER ROUND _ D'11�4 II�OW I��SE1: oo W n n i I \\\ \ �FiAL W ■ ■ 5/4 x $ AZ-K SHAFT ........ ......_ -i \2-HLL O .. TYPICAL EXTERIOR WALL - .............................................._........_.._..----- HARDIE PLANK SIDING --- -._.—..--__-.—.-- _-.- --- _ 5/4" x $" 'AZEK' SHAFT 2-N 2-M 1!7 TYPICAL METAL ROOF _ "' 12 00, 5/4" x $n 'AZEK' BASE .j - Q WITH BEVELED EDSE - -- P4 O ------------._........._.....------- :_a �\ O'AZEK 'AZEKCOLUMN DETAIL#IOI A5EE DETAIL xE-+< T; o a AZEK GO N 1 - -_ ow DETAIL#1 ON A-52 -_ SCALE: 1 1/2 — 1 1-M 1-L 1-K .,: 1, 1 ,: : :, _ XTERIOR ELEVATION , { :. ,:-,.-q .-i,. i!.-:.:' ":". €+._w �' .2 { ! L, .:�I<: y..t..; :!: T ?e 1'"'�"t' "'4'.s .,i...; ..5� ! —:A.k.: >,a,v .1 '}., :a.€, s. „ t , ". ,f„'.j ;jj._. ..,.q _.i" � ,.�. £ .., ,ia... i' �p .-(� --(r 4 } ,, _. ,,z ,.._� ` �� ..,E _�! -.�: s. <g- : »' ,". —.— -3 ..,' -- _ :... ...i .. I .. :. i; ;" ..r7'}, ..1,5 ..4 .LT.33' a.l,:' .. i. E F. ., ._.. ......ft- . ,. L _ ._1.--.. i { : . € : ' ._ is , I. . !: _ ... .> _. �.: a ... - .—. -i: ., ..__., ..._.:� t-:-' -<{,r £ _.f"". . ...._.__ ._. .' --' IPA' ({� �) I' "i� ��: 3•--M-I I..._. - ,-•= -It--`�;` --I:... _.I. _. . . _. .._._£:... -:. _ - ,r-I ,m 1=-;33 Ems: t=- -€: :! : `I t 'f-�P r�.� _i. 3� � s . E R . IL. Ik. {i (C,. tlY ,r! { s ! —31 'PEt`MS VANIA' YL BLUES70NE PLATFORM _ d SOUTH: ELEVATION WITH FLAME EDGE 4 BRICK R15ER5. TYPICAL EXTERIOR WALL TYPICAL COMPOSITE Elm DATE: 5/12/24 BRICK TO BE "GLEN SMY"MODEL# HARDIE PLANK 51DIN6 SCALE:1/4"=1'-0" 53DD JOB# 19-93 A=5.2 REVISIONS .��A JUL 12 20N 2 r , ��p - p 'AZEK' 5" GROWN #AZM-52 W/ - 4 �B 1/2" x 2" 'AZEK' GAP (1/2" OVERHIAN6) 6"\O�P 'AZEK' 5/4" x 6" HEAD GA51N6 6 'AZEK' 5/4" x 4" SIDE CASING 7 'AZEK' RAKE #AZM-2bl �+ Ln 3 w Gw Z U7 n n F WINDOW,SEE SCHEDULE Q w � Q I X 6 AZEK RAKE BOARD Z 3 AZEK' 5 1/2" BED MOULDING wLu #AZM-26 ti _ m u F. }, I X 8 AZEK RAKE BOARD �/ in D < w �� �� � � 'AZEK' HISTORIC SILL #AZM-6430 F- u~. � G 'Q � � 3 'AZEK' SHINGLE MOULD Z Z W = O w #AZM-210 TYPICAL WINDOW " A " z _o IL Lo 2 � = SCALE:1/2" =V-0" Q F' z Z Guj ~ z Z CUTTER �'_8° Lu = 2 Li 5/4" X 6" > Cow 'AZEK' FASCIA - Al LL' Q ~ 'AZEK' 5/4" x 4" HEAD GASIN6 \ 'AZEK' 5/4" x 4" SIDE CASINO o . a '.o\ZEK' 5" GROWN #AZM-47 WINDOW SEE SCHEDULE Yw '•/4" X 10" 'AZEK' FRIEZE BOARD 'AZEK' HISTORIC 51LL #AZM-6450 [IF DETAIL "E " 1 TYPICAL WINDOW B SCALE: 1 1 2€i - 1�-0" IS"X 24'DECORATIVE LOUVER SCALE:1/2" =V-0" '�N 00 / VENT TO BE rYPON'MODEL# o0 LVN518X24 0z1" 'AZEK'5/4' x 4' CASING 2 D AIL E ET T — -- - _ SCALE: 1 1/2" = 1'-0" ..................... ................................................................... --................ ........................ .........................................__.......................-..._ ._..._..................._....... SEE DETAIL #1 }; — / ON SHEET A-5.3 1.J .........._......._....... ............... ._.... .--_.._..._.._._.._. .... - -- - _......_....--- --- -... -- --- w RD IDINO o -- -' --- ....__..._..........-..........._........................_..............._.._..._.._.. ..............._......_........_.._.._. -..-__...--... ..----- ----._._.._.. _...... _.._.......-_.--._..._--- -T' 1E TYPICALOR PLANK 5 _ _ _ % HARDIE PLANK LAP SIDING -'i EXPOSURE (PRIMED) OVER 'BLUESKIN #VPI00 - — _ 5ELF-ADHERED MEMBRANE OVER 5/6" 'GDX' PLYWOOD 5HEATHIN6 OVER 2"Xb" 57UD o WALL. FILL WALL GAVITIE5 WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH cu >a bp . ......... .............. ....................................... ............................................................. .............-......_......._..._......_..._.._............ -_ -_ --.__.....— REWED,TAPED,5P (5 Q 3 � WITH 5/8 GYPSUM BOARD GYPSUM BOARD TO BE SG AGKLED COATS), 4 SANDED,READY FOR PAINT. ALL CORNER BOARDS TO BE 5/4" X 6" z u 'AZEK'. 51DIN6 h 4 TRIM TO BE FAINTED WITH "BENJAMIN MOORE" "MOOROARD" v ............................................... _ (COLOR TO BE SELECTED BY OKNER) — TYPICAL WINDOW 'B" SEE I x DETAIL#2 ON A-53 I O W I TYPICAL METAL ROOF 5TANDIN6 SEAM ALUMINUM ROOF (COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ., ICE 4 WATER SHIELDTIRE ROOF OVER 30# n (EN ) BUILDING FELT OVER 5/8 GDX r. �\ "\ PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE PLAN). --- 2-L - 2-K .................... ...... ..........................._.......... ------ ti - J" L TYPICAL ASPHALT ROOF � -J `n NEW ASPHALT ROOFING TO BE "OAF" 'TIMBERLINE HDZ SHIN6LE5' "WILLIAM5BUR6 \ # \ l " : SLATE" (OR APPROVED EQUAL,SUBMIT SAMPLE) OVER 50 # BUILDING FELT OVER r+ 44 5/8 GDX PLYWOOD 5HEATHIN6 OVER ROOF RAFTERS (SEE PLAN). INSTALL ICE 4 p WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2-0 INSIDE THE O EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS, 4 A5 INDICATED ON ROOF PLAN 2-G 2-F 2-E 2-D � AND AS REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLA5HIN6. U) W TYPICAL C-OMP051TE DECK Z _ COMPOSITE DECKING("TREX" OR A!�I'ROVED EQUAL) 4 36° HIGH WIRE RAILING 5Y5TEM � Q „ ("FEENEI'" OR APPROVED EQUAL) (TO BE SELECTED BY OWNER). a p I 1 --- .. - ulEi � \ N Q E \\ \\ = 1 i 1-J - 1-H _._....---.__.__ < - _-._-. .......... - DETAIL 02 ON A-53 EXTERIOR ELEVATIONS a, ,•:.,..�.'a:. .'-'--�:• ..L - `.' .�.5... }_,-t 5/12/24 f r.. DATE: - „ [ i E F.: 31.i r—'i ! ` S€ ...: —E, 3 < w9 ( i : ".. .•"E ..,,,E ...... ., ,.. _",. ",. ... ., i .. ,. ,p 5 E!. I .. -3•-..�'� !� € "—..�' $E i .. .'i i' '"1 .(. I,^ `�� (, —iz L, I. ;_'< is �, ""'' f € i �; I i,L � .,.,: . .....'.., 3 �I'. ..5.' E � t�� �tM s�'.'. "L•.. �,. :.� _.. _.1 f tt , E E , p €p � .. .. "!"�' �i' �!� __. •— ! .— ;__ F...,_(!j..... .1._. ,..,._! __, ...._.,,...._.1 F •.,.® € ,_... € -1€€h-•-.F 1 _ ,.._..1 _.E t__ --^.E ---d(--.—).` _..:<1 i—,.._2 14 .a -...: .m..» 6_— ,:_ i_._.1 t—..— <f" F 3 I. .. ._.. ._ JOB# 19-93 EAST ELEVATION 4 RE- BILGO DOOR. REPAIR RE-FAINT NT AS REQUIRED SCALE:1/4"=14" A-5■3 ROOF 4"VENT 4"VENT ROOF REVISIONS TYPICAL EXTERIOR WALL - HARDIE PLANK 51DINO 1 BATHROOM # 2 I BATHI OOM # 1 HARDIE PLANK LAP SIDING -T' EXP05LRE (PRIMED) OVER 'BLUE5KIN' #VPI00 1 SELF-ADHERED MEMBRANE OVER 5/6" 'GDX PLYWOOD SHEATHING OVER 2"X6" STUD 2 JJ WALL. FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SEGTION5 AND FINISH 3" �i WITH 5/8" 6YP<"- BOARD. GYPSUM BOARD TO BE SCREWED,TAPED,5PACKLED (5 3 EE GOATS), 4 5ANDED,READY FOR PAINT. ALL CORNER BOARDS TO BE 5/4" X 6" 'AZEK'. 510IN6 4 TRIM TO BE PAINTED WITH "BENJAMIN MOORE" "MOOROARD" 4 2,I (COLOR TO BE SELECTED BY OWNER)11/2 I2 i/2" i 11/ I 2"1 11/2"I 5 1 1 1 1 TYPICAL METAL ROOF 6 SINK 1 SINK 1 STANDING SEAM ALUMINUM ROOF (DOLOR TO BE SELECTED,SUBMIT SAMPLE) OVER I w I �;W.C. I ICE 4 WATER SHIELD (ENTIRE ROOF) OVER 50#BUILDING FELT OVER 5W COX 7 �� PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE PLAN). SECOND FLOOR SHOWER 1 SHOWER SECOND FLOOR 2't 4" 2" 1 2" 4" 2" TYPICAL ASPHALT ROOF - In NEW A5PHALl- ROOFING TO BE "GAF" 'TIMBERLINE HOZ SHINC7LE5' "WILLIAM55LRG In W Z x Lu 4 � C.O. SLATE" (OR APPROVED EQUAL, SUBMIT SAMPLE) OVER 30 # BUILDING FELT OVER ,Q � Z = Z � 3 4 5/8 COX PLYWOOD 5HEATHING OVER ROOF RAFTERS (SEE PLAN). INSTALL ICE 4 W F. w ul DRAIN I DRAIN DRAIN WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0" INSIDE THE — = J Q EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS, 4 A5 INDICATED ON ROOF PLAN I"'LL G w Q 4"VENT ROOF [�__4"VENT ROOF 4"VENT ROOF 4"VENT ROOF AND AS REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLASHING. z 0 Ln Q 3 Lr3G = = G � W TYPICAL COMPOSITE DECK z a L ' = Q I I I 1 COMPOSITE 17WKIN6("TREX' OR APPROVED EQUAL) 4 5b" H16H WIRE RAILING SYSTEM 4 Q Z ? G L z Z I I I 1 MENEY" OR APPROVED EQUAL)(TO BE SELECTED BY OWNER). MASTER BATHROOM a_ Q 3" j 3"2 LAUNDRY �'�— 3"2„ POWDER ROOM j 3" KITCHEN ' o1' LL IX W 112�' " 21 11 z°I I I / I / I I 11.'2"1 2ttl SINK I I I SINK I SINK A W.C. I I G?'ASHER I W.C. I 2 J U L 1 2 20?4 o SHOWER 1 I ( oil- � k FIRST FLOOR FIRST FLOOR FIRST FLOOR 1 w. 211 Llil .1n 1 ••fit I 2,1 4n I 21 1 C.O. C.O. 1 C.O. 1 C.O. i 4 t I 41' I 4„ 4 7 DRAIN I DRAIN - I DRAIN I �N?AAT DRAIN I DRAIN 1 DRAIN I DRAIN I r m � NOTE: PURPLE PRIMER TO BE USED ON ALL PVC, N ° 00 THE0 PLUMBING RISER DIAGRAM ALL FIXTURES TO DRAIN TO NEW SANITARY SYSTEM 2INr CONNECTIONS As REQUIRE)BY OR o Noto (DESIGNED BY OTHERS) 15 INTERNATIONAL BUILDING WOE FOR 14 � SCALE:N.T.S. 3 2 FAMILY DWELLINGS(P5005A2) x " --................ ..... .............................. .....------=_ _. _ __--- __--- ............... _--._........_.............. - -_ - - 0 ------- -- ---- - ---_---- -......... _._.__..__._....` _..................._._..._.- - . - -. . ......._... ----- ------ - ---- - - - __ .......................__. .._..__ _ _____ ................ . _ .. ...... _ _ . ......... ....._........._.. _ .......... .............................................................................................. ................ _._........ ............._........_..... -.._._.... �T'f'IGAL_ASPHALT...ROOP...... ....___� _-- -------- -- .._..__.._.._.._ .........._._......__ --.._..- - __-- --- o 0 ........................... ......................................................_..................................... ........_.._.__._....--- ----....—___- ---._..... _.............. --— -- --- v ............ ................................ ........................................................... .................................. ......... ................................ .................................................- ............................ ------ _.... ... - ..._._.... 0 ................._...... --... Qz _ 4 m 4 � ll::� u 00 c �j 2-C 2-F3 2_A .........._--.....__.----TYPICAL ASPHALT ROOF it:PLANK SIVINSQ O ..................... . nw � z 0' TYPICAL WINDOW "A" SEE a Q \\' DETAIL#2 ON A-5.5 N CA 0 1 - 1B EXTERIOR ELEVATIONS ... _ ._ .....____ ...._. _. _• :, ..'.:,t..� .. :E. g s.E.., :r,.i,, i... .E, €.-: :. ,-t,. , ..d.,F,. :.,....,rEEE. w€�.. « € E€ .., kf c.._ .... ...•_3E...E .-:.€.�.�_.IIF...—.i i,EE'_.".....t._",..'...._.•..;:,-..;.._...s:._3.'.:. f€_F..:......I�€,'E;—.�.:.,�,µ>€.=.!�..:,.i.3�.-.-:��.-.. ..E?._....�;�t.<{:�:��AIj;�.3.Et�,��E:_:,gi..�;br: "-_•...•1•i'-.`'__«:s...:(.€(. €_.�i€is,,_m,�<,Fi'f�t3."-•..v.-.,�ppSTE.^"i;''.;�'-,.s-..:.,.::.1��.,."i-,� `'"€�_iili'�3..,s...'.�t.I4�. '.t£` E€:«.,�.i_�€�. rIE„�E�t=.-..3,`{..-F:'"t��<'j�'F"=-'"f�,_.I•.I!.: :.�•�,,, ..�"`.�q 1i.,,t..E jf.{i I€•f'P„,fI•^.��3'[jj)� .s m1� ,,_IC.=E:=�:'�=��P': ., Itat-1•t�a='L—�(,..�I,.;:�'I �5f_%.rJi.i�F.i'.�y;�••:Sj.'x'�•aE._r 1€,.��.I 1�=i'��f-{}S;{:i_.�T.;_-zJ "3 DATE: 5 12 24 :+ r .. _ -- — €_ t,y•t , om I--i{ JOB# 19-93 NORTH ELEVATION ,,, _: ::;. - : ; ;: ,, . EXISTING BILGO DOOR. REPAIR 4 RE-PAINT AS RM62UIRED SCALE:1/4"=1'41 A-C. 4 3M1 i TYPICAL EXTERIOR WALL - HARDIE PLANK 51DIN6 HURRICANE STRAPPING SEE REVISIONS HARDIE PLANK LAP 5112I46 --I" EXP05URE (PRIMED) OVER 'BLUESKIN' #VPI00 TYPICAL ASPHALT ROOF - DETAIL #4 ON SHEET A-0.2 -1 --- - I I RAFTER TO WALL ; SELF-ADHERED MEMBRANE OVER 5/8 COX PLYWOOD SHEATHING OVER 2 X6�� "STUD NEW ASPHALT ROOFING TO BE GAF�� 'TIMBERLINE HDZ 5HIN6LE5 ��WILLIAM5BUR6 HURRICANE STRAPPING SEE 1 WALL. FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH SLATE" (OR APPROVED EQUAL, SUBMIT SAMPLE) OVER 50 # BUILDING FELT OVER I : I DETAIL #6 ON SHEET A-0.2 WITH 5/5" 6YP5UM BOARD. GYPSUM BOARD TO BE 50REIw,TAPED,5PAGKLEO (5 5W COX PLYWOOD 5HEATHIN6 OVER ROOF RAFTERS (5EE PLAN). INSTALL ICE d 2 GOATS), 4 SANDED,READY FOR PAINT. ALL CORNER BOARDS TO BE 5/4" X 6" WATER SHIELD FROM THE EAVE5 EDGE TO A POINT AT LEAST 2'-0" IN51DE THE R-30 BATT L JUL 12 2024 3 'AZEK'. 510INO 4 TRIM TO BE PAINTED WITH "BENJAMIN MOORE" "MOOR&ARO" EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS, d AS INDICATED ON ROOF PLikN INSULATION (COLOR TO BE SELECTED BY OWNER) AND A5 REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLA%IN6. $ 4 TYPICAL COMPOSITE DECK TYPICAL METAL ROOF i GOMF`OSITE DECKING("TREX" OR APPROVED EQUAL) 4 56, HIGH WIRE RAILING 5YSTEM 12 ATTIC _• _ .. __ 5 5TANDING SEAM ALUMINUM ROOF (COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE 4 WATER SHIELD (ENTIRE ROOF) OVER 50# BUILDING FELT OVER 5/5" COX (�'�" OR APPROVED EQUAL) (TO BE SELECTED BY OWNER).ICE PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE PLAN). 1/211 PLY10D SUBFLOOR r - - - 6 7 Ln 3w � TYPICAL ASPHALT ROOF L7 � Lfl u7 Q Z i Q z = Z N _ U1 Lu UJ i2 R 19 BATT INSULATION W/ �- 8 _ PICTURE FRAME & TOP H f- Z W p Q T\4 iA PLATE AIR SEALING LL O O Q W N, FAMILY ROOM BEDROOM #1 Z O �M O p F_Z LL O WZ TYPICAL COMPOS'Ti= WOOD FLOOR I r Z Lu DECK WOOD -LOOK FLOOR TO FLOOR HURRICANE Z O a O Q� I- I Lu_r - STRAPPING SEE M = Z O -� 1/211 PLYWOOD SUBFLOOR " r - 1 O DETAIL #4 ON I I SHEET A-0.2 3 O Q v i I I WOOD POST TG FILL VOID W/ L - - - J \ GEILIN6 JOISTS AS PER PLAN HEADER HURRICANE I NOXUL' STRAPPING, SEE ION I :T�501 TYPE 'X' 6YP5UM BOARD AL WALLS DETAIL #5 ON SHEET MASTER BEDROOM SILL PLATE TO " 4 GEILIN6 OF GARAGE A-0.2 •' BREAKFAST WOOD FLOOR STUD + „ GARAGE HURRICANE ®u m z FIB BLOCKING(CATS CUT)AT 4" CONCRETE SLAB (APPLY 'RUST-OLEUM' WOOD FLOOR Bi.00KNG(CATS CUT)AT STRAPPING, SEE AL„ MIDSPAN OF ALL WALLS (TYPICAL) DETAIL #1 ON + ®' „ MIDSPAN OF ALL WALLS (TYPICAL) EPDXY SHIELD FLOOR COATING 4 CLEAR TYPICAL COMPOS'TE 'COAT) WITH 6X6 10/10 WWM OVER 6 MIL DECK R-38 BATT — — SHEET A-0.2 .POLY VAPOR BARRIER OVER 6" i INSULATION r COMPACTED 6RAVEL OVER COMPACTED / WALL TO FOUNDATION i - STRAPPING,SEE DETAIL FILL. PITCHED TOWARD GARAGE DOORS ,(I/8" PER FOOT). CRAWL SPACE 'VIPER' '05 VAPOR BARRIER' ICN 2" CONCRETE 50REW GOAT 65 MIL L _ J o o q+ + N V OVER VAPOR BARRIER OVER COMPACTED GRAVEL 4 PROVIDE 5/8"0 ANCHOR BOLTS o 00 I I a 45" O.C.MAX,1'-011 FROM t 1Ir- HURRICANE STRAPPING SEE I I EACH CORNER,NO LE, THAN 2 W z H DETAIL #4 ON SHEET A-0.2 I PER SILL,AS PER CODE.BOLTS R-30 BATT - - - SHALL EXTEND A MINIMUM OF-111 INSULATION 12 -' INTO CONCRETE(TYPICAL) 5 SECTION ATTIC A - 1 It SCALE: 1/4" - 1 -0 i!1° PLYWOOD y " SECTION ' ''`' � o r �_. SUBFLooR B - SCALE: 1/4" = V-011 i ° I _ RAFTER TO WALL L J 6YP5UM BOARD T; HURRICANE STRAPPING SEE BEDROOM#2 WALL FINISH u DETAIL #6 ON SHEET A-0.2 WOOD F� TYPICAL EXTERIOR WALL,SEEfl NOTE —� TYPICAL BASE 00 0 W °J SIMPSON STRONG-TIE 0516 MOULDIN6,SEE TYPICAL METAL ROOF FLASHING FLOOR TO FLOOR DETAIL HURRICANE INSTALL STRAP AT EVERY STUD TC TYPICAL WOOD STRAPPING SEE SILL PLATE CONNECTION AS INSTALL ICE t WATER SHIELD ON ENTIRE I- DETAI:_ #4 ON REQUIRED BY CODE, SEE 5TRAPPIN6 FLOOR SEE NOTE LOW PITCHED ROOF(TYPICAL) I I SHEET' A-0.2 DETAIL 12 9 1 O.G. MAX., P-O" FROM EACH CORNER, Q AZEK' BEAD L J NO LE55 THAN 2 PER SILL,A5 PER U >_4 BOARD FILL VOID W/ CODE. BOLTS SHALL EXTEND A 2 x 10 FLOOR JOIST GEILIN6 'ROXU L' MINIMUM OF'I" INTO CONCRETE AZEK 4" GROWN #AZM-4�t INSUL.ATION Z GROWN " LIVING ROOM � Q R-19 BATT INSULATION W/I #AZM-52 WOOD FLOOR COPPER TERMITE 5HIE (2) 2 x 6 AGQ SILL O PICTURE FRAME & TOP PLATE AIR SEALING R-38 PLATE N INSULATION N O FINISHED GRADE TC U) SLOPE AWAY FRO a 10" POURED CONCRETE BUILDING 4 FOUNDATION WALL "MM 2 #5 REBAR® TOP 4 CRAWL SPACE -- ---) -;E ` . .v� 1 I ( BOTTOM OF FOUNDATION PROVIDE 5/5"0 ANCHOR BOLTS 4511 2" CONCRETE 50REM GOAT OVER 6 i ` ` ` KALL EXTERIOR ELEVATIONS OL.MAX,1'-0"FROM EACH CORNER NO I- — _ MIL VAx'OR BARRIER LESS THAN 2 PER SILL,AS PER CODE.----"'- I I DAMPROOFIN6 OR BOLTS SHALL EXTEND A MINIMUM OF T" I WATERPROOFING TO BOTTOM OF INTO CONCRETE (TYPICAL) I I FOOTING (SEE GRO55-SECTION) DATE: 5/12/24 L - - - - J SECTION DETAIL JOB# 19-93 SEE DETAIL #1 -,-" c ON SHEET A-1 SCALE: 1 4" = 11-011 1 " = 1 11 / SCALE. 11/2 1 -0 A 45 IV \ ri 1 ROAD -���'A+ !�� { ,f j f�a.�.�'>wLtD53Lf:�VBii �P 't� e' •� '�1;r� 1•.f ^,�''�,,w - `\ r� SagEhoEd- x'.,'" !� �E` ;i "' `�. �' :.. •� `ai`"""-..:......a.,s il`S i#id 1 Lo'7tW6;Vtaa � 'dsp 9' f PROJECT LOCATION .t ;�` .: �,y;.,^;,;;' .� -- ` ray.' .. �.•., ��^ EXISTING RESIDENCE SILT FENCE f"� x jf r. 59° NYSDEC LOT'b01 COVERAGEg ! ' ' #.., .•x: ,; o� E I V E \ F PROPOSED SANrrAP$ BUILDABLE AREA: 13,877 S.F. r LEACHING SYSTEM � ,-,�r ' .3 s, LP 20% MAX OR 2,775 S.F. LP LP PROPOSED FUJICLEAN CEN5 I/A TREATMENT p ;t: - B8y-Vie�et"M1 'if U.P. LP LP a, `,' e� '"D .y,••. .e. - ..1,y• ..:'ail,. LP PROPOSED 3.5'X3.5' AC UNITS (TYP-2 ;,�< I;'� _�. t� _ ,r:' F, -K,::�_ �> .f- Z qq HOUSE WITH COVERED PORCH, JULJU� GUG4 �\ - eL•. 'L.`y `e. w'Pw -:\i ''~;.',i • 1C�'tt:`� ' �..? h'' .., DP \ PROP. DRYWELL STOOP & BILCO: 2,358 S.F. -;:. x '$ DEMOLISH 8 5' DEEP H EXISTING HOUSE AND WOOD WALK: 75 S.F. PROPOSED o ' CONSTRUCT PROPOSED 2 STORY ; o SOEdhOId TDvm :.; U.G. UT1LTfIES HOUSE OVER EXISTING FOUNDATION ` T � o TOTAL: 2,433 S.F. OR 1 .5 La ''`.t n •�`: '=•'- �°1 0 Walers F co N �zf• O Qi' 00, s' g fa 641- RFS�oF PROJECT LOCATION MAP PROP. STE� \ 1.6 NCF , pooh REMOVE AND REPLACE EXISTING 16' BULKHEAD RETURNS .1' X 2.3' 1 , P, N.T.S. PROPOSED FIR TIMBER TOP CAP s \ `� B `� 160• i �,�i REMOVE & REPLACE EXISTING 14' x 16' BOAT RAMP PROPOSED 14' LONG 10• Burr ~ �o �S3• �� o/ o / ^ IN SAME LOCATION AS EXISTING. PREWAR w a'xs• / 02lb 9.25' ?¢ N ' 00 DC.TREATED nMBER PILE 8' , D.C. Q � ^p q PROP. COVERED 0 i M.H.W. & M.L.W. ALONG FACE OF BULKHEAD PROPOSED 8'x8•CCA PORCH 5.75'x20' TOP BOTTOM wALE PROPOSED 101 LF VINYL BULKHEAD i IN SAME LOCATION AS EXISTING =_____________________ _ t o m 2--&'1 PROPOSED 10' WIDE NON-TURF BUFFER APPRM3M IMLw.B.4 I� PROP. 16' X 20' COVERED PORCH WITH 2ND FLOOR REMOVE EXISTING 3' X 40' WOOD DECK AND REPLACE PROPOSED 8•nP cCA BALCONY;' ROOF DRAIN DRY WELL WITH NEW 4 X 40 WOOD DECK IN SAME LOCATION LAY—LOG PILE TO BE REMOVED IN 8'�, 5' DEEP ;1 Rs EN IRETY. III APRmram Y1.w ELM PROPOSED 8'TIP CCA PILE, 6' PIER LINE WITH HOUSE TO NORTH AND POSSIBLE PROPOSED HOUSE TO D.C. 8' LENGTH. BOLTED TO VACANT PROPERTY r / SOUTH. DUE TO NORTH HOUSE CURRENT LOCATION BEING SET BACK LAY-LOG� 374• PROPOSED 1Z LONG CLOG NO STRUCTURES GALvANr®THRu-BOLTS. FURTHER THAN OTHER HOMES ON THE BLOCK. NO ADDITIONAL SCENIC 9�0 VINYL SHEETING 11 2 (S5 ls? VIEW OBSTRUCTIONS SHALL BE INCURRED FROM THIS PROJECT. PROPOSED 16' LONG 1• DI A. �O=VO S9,\ GALV.nE ROD, 8' O.C. IR , o h 2 p i�ii' Cary REPARED BY: J FFREY PATANJO CONSTRUCTION NOTES: TYPICAL SECTION P.O. BOX 582 1. ANY TREES REMOVED FOR THIS PROJECT SHALL BE REPLACED N.T.S. BOHEMIA, NY 11716 ` ;o AT A 1 FOR 1 BASIS. ALL NEW TREES MUST BE NATIVE AND MIN. 631-487-5290 2" CALIPER AT TIME OF PLANTING. JJPatanjo@gmail.com \ 2. NO TREE REMOVAL SHALL EXIST DURING LONG EAR BAT SEASON ' C'S BETWEEN DECEMBER 1 — FEBRUARY 28 OF ANY YEAR. BULKHEAD PERMIT PLANS AS NOTED q PROPOSED PLAN, SECTION DATE: A� SURVEY NOTES: 11-15-23 '� 'q 1. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM PROPERTY OWNER: & LOCATION HAP 7-5-24 / 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE 7-11-24 EXISTING RESIDENCE 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY- C/O WILLIAM TOTH (aka 145 WILLIAMSBURG DRIVE) PLAN KENNETH M. WOYCHUK LAND SURVEYING, PLLC SOUTHOLD, TOWN OF SOUTHOLD 1003 MILLER FARM ROAD SUFFOLK COUNTY, NY SHEET: SCALE: 1 =30 LATEST DATED JAN. 16, 2018 STAUNTON, VA 22401 TAX MAP NO. 1000-78-5-13 1 of 1 Ir E Cvv fl"I-11i Z5. JUL 1 0 2.024 Ex. PROJECT ............. LOCATION Southold Town EXISTING RESIDENCE Board of Trustees _"i 21"41,1,11i..." 31 "1 jt "a. 1p. SILT FENCE C M "7 w1n,v NYSDEC LOT COVERAGE N PROPOSED SANITAFV BUILDABLE AREA: 13,877 S.F. so; j.� Fi K, o LEACHING SYSTEM LP 20% MAX OR 2,775 S.F. LIP PROPOSED D F&CLEAN CEN5 [/A TREATMENT P P 'X 'U.P. PROPOSED . . ( - ) HOUSE WITH COVERED PO RCH, 31"'lio, LP I; z DID PROP. DRYWELL STOOP & BILCO: 2,358 S.F. 8% 5' DEEP DEMOLISH EXISTING HOUSE AND WOOD WALK: 75 S.F. PROPOSED CONSTRUCT PROPOSED 2 STORY U.G. UTILITIES HOUSE OVER EXISTING FOUNDATION "I> TOTAL: 2,433 S.F. OR 17.53% STO (z), Wa N V6 i463s• O � ti 'so / �tr� � a '- ,- I,;�� �s �', �2 R 'x 74- ,�M��j 00. all f T PROJECT LOCATION MAP PROP. STEW a R REMOVE AND REPLACE EXISTING 16' BULKHEAD RETURN 04, N.T.S. X X 21 IF :�, PROPOSED FIR TIMBER TOP CAP REMOVE EXISTING 14' x 16' BOAT RAMP .0, AND FILL VOID WITH UPLAND SAND/GRAVEL PROPOSED 141 LONG lol eurr / (v 023 CCA TREATED TIMBER PILE. 6' cj V & PROPOSED 3"X6' 9.25' .0" REAR WALE D.C. PROP. COVERED M.H.W. & M.L.W. ALONG FACE OF BULKHEAD PORCH 5.75'x20' --PTOP &ROPOSEDBOTTOM 61xvWALE ccA PROPOSED 101 LF VINYL BULKHEAD IN SAME LOCATION AS EXISTING APPROXNATE MJLW.IL 2.ft PROPOSED 10' WIDE NON-TURF BUFFER PROP. 16' X 20' COVERED PORCH WITH 2ND FLOOR REMOVE EXISTING 3' X 40' WOOD DECK AND REPLACE EXISTING BULKHEAD BALCONY PROPOSED 8'TIP OCA TO BE REMOVED IN ROOF DRAIN DRY WELL WITH NEW 4' X 40' WOOD DECK IN SAME LOCATION LAY-LOG PILE ITS ENTIREIY. 8'0, 5' DEEP 11i — APPR0=0 ILLW EL aft PROPOSED 8'TIP OCA PILE. 6' PIER LINE WITH HOUSE TO NORTH AND POSSIBLE PROPOSED HOUSE TO O-c- 8' LENGM. BOLTED TO VACANT PROPERTY I LAY-LOG WITH 3/4- SOUTH. DUE TO NORTH HOUSE CURRENT LOCATION BEING SET BACK PROPOSED 12' LONG CLOG NO STRUCTURES .44 FURTHER THAN OTHER HOMES ON THE BLOCK. NO ADDITIONAL SCENIC OL � OOO VINYL SHEETING 4 0 Q VIEW OBSTRUCTIONS SHALL BE INCURRED FROM THIS PROJECT. PROPOSED 16 LONG' 1• DIA. GALV.TIE ROD, 6' O.C.- 10 q 5z PREPARED BY: lie 0 l 40 _q JEFFREY PATANJO &4"- - /�q CONSTRUCTION NOTES: TYPICAL SECTION,t, N.T.S. P.O. BOX 582 1. ANY TREES REMOVED FOR THIS PROJECT SHALL BE REPLACED BOHEMIA, NY 11716 AT A 1 FOR 1 BASIS. ALL NEW TREES MUST BE NATIVE AND MIN. 631-487-5290 V410'0 2" CALIPER AT TIME OF PLANTING. JJPatanjoOgmail.com 2. NO TREE REMOVAL SHALL EXIST DURING LONG EAR BAT SEASON SCALE: BETWEEN DECEMBER 1 — FEBRUARY 28 OF ANY YEAR. BULKHEAD PERMIT PLANS AS NOTED PROPOSED PLAN, SECTION DATE: SURVEY NOTES: 11-15-23 1. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM PROPERTY OWNER: & LOCATION MAP 7-5-24 57 r 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE EXISTING RESIDENCE 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY: C/O WILLIAM TOTH (aka 145 WILLIAMSBURG DRIVE) PLAN KENNETH M. WOYC1HUK LAND SURVEYING, PLLC 1003 MILLER FARM ROAD SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, NY SHEET: SCALE: 1"=30' LATEST DATED JAN. 16, 2018 STAUNTON, VA 22401 TAX MAP NO. 1000-78-5-13 1 OF If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0306. Sincerely, El��sa'Scott Environmental Analyst cc: J. Patanjo BMHP File R EC � � �IE JUL 2 0 2023 Southold Town Board of Trustees 3 The Northern Long-Eared Bat Needs Your Help! K Please be advised that DEC has documented the summer occurrence of 4 the Northern Long Eared Bat (NLEB) (Myotis septentrionalis), a species listed as"threatened" by both New York State and the US Fish&Wildlife Service, within 1.5 miles of your property. A 98% decline in the abundance of NLEB has been observed since 2006. The Northern Long Eared Bat Story -Habitat and Decline Northern long-eared bats(NLEB), also known as northern Myotis, are primarily forest-dependent insectivores. Bats consume approximately 3,000 insects per day, including mosquitos and crop pests. They use a variety of forest habitats for roosting,foraging and raising young. In general,any tree large enough to have a cavity or that has loose bark may be used by the bats for roosting or rearing young. This species is listed as threatened because of a dramatic population decline throughout most of its range.This decline has been caused by white-nose syndrome (WNS)a disease caused by an invasive fungus that ultimately causes affected hibernating bats to starve to death over the winter. DEC has determined that tree cutting at your property between March 1 and November 30 of any calendar year may impact the bats in your area, and may result in the direct killing or injury of individual members of this protected species, interference with critical breeding,foraging, migratory or other essential behaviors, or adverse modification of the species' habitat(these activities are defined as a "take" by the Environmental Conservation Law). The "take"of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department. In order to avoid the possibility of an Endangered Species"take," no tree cutting activities should be conducted at your project site between the dates of March 1 and November 30 of any calendar year. Depending on site conditions, it is possible that future projects on your property will not require adherence-to this restricted timeframe. In some situations, an individual tree or very small trees may be cut at any time of the year without resulting in a "take" of endangered/threatened species or their habitat. If you have questions about the presence of protected species on or near your property,the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at(631)444-0310. Please note that if you recei I ved a DEC Permit with this NOTICE,any new project on your property may require additional DEC permits. For information contact the DEC Division of Environmental Permits at(631)444-0355. For more information on the Northern Long-eared Bat, please visit: https://www.dec,ny.gov/animals/106713.htm For more information on protective measures required for Northern Long-eared Bats when a project occurs within occupied habitat, please visit: https://►tiww.dec:ny.Poy-animals1106090,html D ESE J U L 2 0 2023 Aft Immo NI%W YORK STATE DEPARTMENT OF EINV.IRONMENTAL.CONSERVATION z Facility DEC 11) 1-4738-049S7 PERMIT JUL 2 0 2023 Under the Environmental Conservation Law 'CI, SoutFiold Town f Permittee and Facility Information Board of Trustee i _j ........ Permit Issued To: Facility:- WIL,LIAM TOTH 'l'OTH PROPERTY 1003 MILLER FARM RD 145 W11,1IAMSBURGH I).RISC"TM/t I000-78-5- 13 S"TAUN1'ON, VA 24401 SOUTHO.LD, NY 11971 Facility Application Contact: JI. FFRI:Y PA"1'ANJO PO BOX 582 BOHEMIA,NY 1 1 71 6-0582 (631) 487-5290 Facility Location: in SOU` HOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM 716.419 NY'I'M-N: 4546.445 I.,atitude: 41°02'25.7" Longitude: 72°25'30.9" Authorized-Activity: In-place replacement of an existing bulkhead and boat ramp. All work must be done according to the plans prepared by.Ieffrcy Patanjo, dated 4/23/2023 and stamped NYSDI C approved 5/26/2023. EES. (DEP-ARNO) Note: The property landwa►-d of the bulkhead as shown on the approved plans, which was constructed prior to August 20, 1977 as evidenced on the survey prepared by Van Tuyl & Son, dated June 19, 1972, is beyond Article 25.jurisdiction. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1,-4738-04957/00001 New Permit Effective Date: 5/26/2023 Expiration Date: 5/25/2028 Water Quality Certification - Under Section 401 - Clean Water Act Permit ID 1-4738-04957/00002 New Permit Effective Date: 5/26/2023 Expiration Date: 5/25/2'028 Excavation & Fill in Navigable Waters - Under Article 15,Title 5 — Permit 1D 1-4738-04957/00003 New Permit Effective Late: 5/26/2023 Expiration Date: 5/25/2028 Page I of 7 i NEW YORK STATE DI'sl'AR'I'MEN'1'01 ENVIRONMEN'rAl,CONSERVATION Facility DEC 11) 1-4738-04957 —_— ........... ........................_..__-__....................... _ NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this Permit. Permit Administrator: Kl VIN A KIS:PERT, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 112 Authorized Signature: — ---- ----" _ Date/ p/'�0'2 �— Distribution Dist__—_--____-_ _- i .IIFFRE:Y PATAN.10 FRE CE: U. E F Bureau of Marine Habitat Protection Elyssa E. Scott JUL 2 0 2023 Permit Components Town Board of Trustees NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CER TIFICATION SPECIFIC CONDIT[UN GENERAL CONDITIONS, API'L,Y "f0 ALL AUTIIORIZED PERMITS 3 NOTTFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Fallowing Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL .IN NAVIGABLE WATERS 1. Regulated Activities Authorized By This Permit This permit ONLY authorizes those regulated activities/structures identified under the section titled "SAP Authorized Aetivity". The Department does not issue after-the-fact or as-built permits. "Phis permit does not authorise activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted by the Department. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance. with the approved plans stibmitted by the applicant or applicant's agent as part o17the permit application. Such approved plans were prepared by Jeffrey Patanjo, dated 4/2 a/2023. Page 2 of 7 f AM NEW YORK STATE DG;1'AR't'MEN I'OF ENVIRONMENTAL CONSERVATION Facility DEC 11) 1-4738-04957 3. Post Permit Sign *The permit sign enclosed with this permit shell be posted in a conspicuous location on the worksite and adequately protected from the weather. • 4. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 5. Excavation for Bulkhead/Structure Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be excavated landward of the structure and retained so as not to enter the waterway, tidal wetland or protected buffer area. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials;and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. Replacement Bulkhead Maximum Height The top elevation of the replacement bulkhead shall be no more than 18 inches higher than the existing bulkhead. 8. No Seaward Extension of Bulkhead The new bulkhead shall be constructed in place of the existing bulkhead with no seaward extension of the outermost bulkhead face. 9. Jet-in Bulkhead Bulkheads constructed directly adjacent to vegetated tidal wetlands shall be hand driven or jetted in with no disturbance to the tidal wetland. 'Trenching is strictly prohibited. lo. Backfilling 'file installation of the approved replacement bulkhead shall be completed prior to the placement of any fill material behind the structure. 11. Clean Fill Only All mill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 12. No Dredging or Excavation No dredging, excavating or other alteration of shoreline or underwater areas is authorized by this permit, nor shall issuance of this permit be construed to suggest that the Department will issue a permit fur such activities in the Future. 13. No Runoff Over or Through Bulkhead or into Wetland Upon completion of the bulkhead replacement authorized herein, there shall be no discharge of runoff or other C lUent over or through the structure or into any tidal wetland or protected buffer area. 14. Use of Treated Wood The use of wood treated with creosote, pentachlorophe»ol or other wood treatment not specifically approved by the department for use in wetlands and/or marine waters, is strictly prohibited in the construction of structures that will be in contact with tidal waters. 15. Parallel Capping Boardwalk No portion of the boardwalk shall extend seaward of the most seaward face of the bulkhead sheathing. J U L 2 p 2023 Southold Town Rnnrd of Trt _q PPR " NEW YORK STATE DE;PAkTMF NT Of ENVIRONMENTAL CONSERVA 'ION su p 2 o zoo facility DEC 11) 1-4738-04957 Southold Town " Board of Trustees 16. No Structures on Reconstructed Bulkhead or filings No structures, other than structures specifically authorized by this permit, shall be constructed on the reconstructed bulkhead or pilings without further authorization from the Department (new permit, modified permit). 17. Storage of Equipment, Materials" The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 18. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 19. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas.' 20. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following pro"ject'completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical clue to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 21. 'Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 22. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue froth any such damage. 24. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or we]rare,of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural,work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may requi)rc, remove all or any portion Of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be inade against the State ofNew York on account of any such removal or alteration. 25. Precautions Against Contamination of Waters All necessary precautions sl'1£tlI be taken to preclude contamination of any wetland or waterway by Suspended solids, sediments, fuels, solvents, lubricants. epoxy"Coatings.-paints,.concrete, leachate or any other environmentally deletCHOUs nlatCrialS associated with the project. Pagc 4 of 7 NEW YORK;s'rATE DEPARTMENT OF rNV1RONMrN'rA1.,CONSERVATION MOW Facility DEC 11) 1-4738-0,1957 26. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account ofany such removal or alteration. --_..-.._... ..-.................._.................... -......L WATER QUALITY CERTIFICATION ;SPECIFIC:: CONDITIONS i. Water Quality Ceti ification The authorized project, as chnnditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the federal Water Pollution Control Act, as amended and as implemented by the limitations, standards,and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project; as conditioned, will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set firth in 6 NYCRR Parts 701, 702, 703, and 704. _..-----.............................._........................................__. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility.Inspection by The Department The permitted site or facility, including relevant records, is sub ect to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the pernnit.tee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECI,71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions. must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify. supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements Contained In such order or determination. ® E C E D W E J U L 2 0 2023 Southold Town Board of Trustees a> ,, F NEW FORK SPATE,DEI'ARTMENi•OP ENVIRONMENTAL CONSERVATIONvvwp Facility DEC; ID 1-4738-0,1957 3. Applications For Permit Renewals, Modifications or,rransfers The periittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. SUCK application must include any ibrms or supplemental Information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSiR1V Region I headquarters SUNY (cr), Stony Brook150 Circle Rd Stony Brook, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation& Fill in Navigable Waters,Tidal Wetlands, Water Quality Certification. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material infbrmation or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; J e.. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation I.,aw or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. J U L 2 0 2023 Southold Town Board of Trustees Page G of 7 F NEW YORK STATE;DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04957 J _ _..._..._.....-..N....O........_..t:...'... TIC0Ci( g OF CTFCt PERMITTJE OBLIGATIONS ...................._. ........ Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The Permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") Fo•all claims. suits, actions, and damages,to the extent attributable to the Permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance. or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims; suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item.B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigiis of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed 11or the permittce. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, casements and rights-of= way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or`interfere with the riparian rights ol'other:s in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. 1 ® E C E W JUL 2 0 2023 Southold Town Board of Trustees Page 7 of 7 ..................................... ------ ............... NEW Y YoRK De partment of STATE c O 0Cl) ATE Environmental 0 C_ 0 0 Conservation 0 C) 0 r\.3 FLr CD C: __4 0 CD CD (n NOTICE i ® 4 The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further i information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator SHERRI AICHER Permit Number: NYSDEC Region I Environmental Permits 50 Circle Road 0% Stony Brook, NY 11790-3409 Expiration Date: 5 1262 Email: dep.rl@dec,n,y.gov Note: This notice is NOT a permit NOTICE OF COMMENCEMENT OF CONSTRUCTION. RETURN THIS FORM TO:COMPLIANCE" Oi•Fax to: .631-444-0272. Marine Habitat Protection-NYSDEC E-Mail:;dec:sm.R.I'MHP-BEH@dee.ny.gov SUNY at Stony Brook 50 Circle Road Stony Brook,NY 11790-3409' " .,PERMIT NUMBER: EXPIRATION DATE:' PERMITTEE NAME&PROJECT ADDRESS:' n JUL, 2 CONTRACTOR NAME c�`ADDRESS: TELEPHONE: Cam" Ike 40wn Dear DEC: Board of ibsteest.� Pursuant to the special conditions•of.the referenced permit'.'you ate hereby notified that the authorized activity shall commence on We certify that we have'read,the.referenced permit and approved plans and fully understand " the authorized project and ail.permit conditions.We•havi=inspected"the,project site and can complete the project as described in the permit and as depicted on the approved plans: 'We can do,so in full compliance with all plan notes and"permit conditions.The permit;, .permit sign;and approved_pians`wili be'available at the site for'inspaction,in.accordance with,General Condition No.1.,.(Both. . signatures required} DATE CONTRACTOR- DATE: THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND%OR ANY ASSOCIATED ACTIVITIES., FAILURE TO RETURN THIS NOTICE, POST THE PERMIT"SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR,THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE�AND/OR CONTRACTOR.TO APPLICABLE SANCTIONS AND PENALTIES FOR NQIV=COMPLIANCE WITH PERMIT CONDITIONS. Cut aloe this-line X . X X X X X X `.NOTICE OF COMPLETION OF CONSTRUCTION RETURN,THIS FORM TO:COMPLIANCE Or Fax to:'_631-444-0272 " Marine Habitat Protection-_NYSDEC' E-Mait:,dec.6m.RIMHP-BEH@dee..ny.goy, 50 Circle Road` . Stony Brook NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: . PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&'ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced"permit,you are he.reby,natified that the authorized activity was completed on We have fully conloll6d,with the terms and conditions of the permit,and approved plans.'(Both signatures required) PERMITTEE:• DATE CONTRACTOR: DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK ANDIOR A,COMPLETED SURVEY AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS,WITHIN 30 DAYS-OF.comPLETION 6P,Thff PROJECT - ---- ---.-------------- - ..._-................................... ....... .. a�'•''' ..Sxar,;O ��+ L`..', - NUStWr etN:llfWAw '";.,',.'".••.:<f,''._`� . �IlY �� = PROJECT �9�- ° .: LOCATION SILT FENCE 0 .. of-,.'�I' hy� •.o PROPOSED SANITARY NYSDEC LOT COVERAGE wrr r"1"r+1xTsy PgQ�E�Lf�ANFR /d LEACHING SYSTEM BUILDABLE AREA 13,577 S.F. 225 WILLIAMSBURG DRIVE, LLC UP 20%MAX OR 2,775 S.F. g;' bey viev+' C/O WILLIAM TOTH U.P. M' LP PROPOSE TREATMENT HOUSE WITH COVERED PORCH, `'•�,.���'`' ,.'_r..•• "'� 1003 MILLER FARM ROAD LP LP STAUNTON, VA 22401 LP OP o� STOOP POOL?336 S.F. a. - r;, 'a`r ••AfainF3,;.hirw;''•" PROPOSED OUTDOOR SHOWER:20 S.F. .•': •';.1"N'';, :•:,•.;.,: .. fir.. PREPARED BY: U.G.LmunEs a y�v\ woa0 WALK:120 S.F. ;a:';%':',;. .• JEFFREY PATANJO r DRY WELL ,QN TOTAL:2,771 S.F.OR 20% LS.0 mo.�i;!'=•,; '` P.O. BOX 582 OgOhE' o WO,5'DEEP <� s' waters; BOHEMIA, NY 11716 631-487-5290 �;ir> ._ k o / 'o® ail.com J to m •o J Pa n 1 9 ti r O• i� / "''\�NF z4• zNp/srrs PROJECT LOCATION MAP O REMOVE AND REPLACE EA51ING 16,BULKHEAD RETURN `j-u�\ FAR g000us�, S1's` i N.T.S. - 34, n'" PROPOSED REMOVE AND REPLACE EXISTING BOAT RAMP ROPosEo jOROp OUTDOOR SHOWER / o IN SAME LOCATION AND DIMENSIONS AS EXISTING AR nuem EDP GP �Q PRZOSEO 14'LONO t0'BV r 4 O/y SON p REMOVE AND REPLACE DOSRNG 16'BULKHEAD RETURN PROPOSED 3'%0' CG TREATED❑TUBER 239= M.H.W.&M.L.W.ALONG FACE OF BULKHEAD RE-8 WE °'a' PROP.STOOP PROPOSED Tw &E B.d'>t 6' `� \ 1s, / / PROPOSED 101 LF VINYL BULKHEAD I'; rw s omTCM wuE IN SAME LOCATION AS COSTING I� PROP.COVERED `, —PROPOSED 10'WIDE NON-TURF BUFFER - -Jt--- --___ 2 $ PORCH WITH 2ND f Aw1®mRIE uxa.a w FLOOR BALCONY '-DRY WEU. •� REMOVE EXISTING 3'X 40'ROD DECK AND REPLACE Ili \60,5 DEEP 5;,, WITH NEW d'X 40'WOOD DECK IN SAME LOCATION Easnac aoU(HEAO monsm a• CG r0 aE RENWEO IN I" \ LAY—MG PA.E RS ENMEfY. I" µmpg .L.EL oA3 / iiI PROPOSED 6'TIP CG PAE,B' O.C.a'LENOTH.eoam TO LAY—LOG WH 3/�' PROPOSED K2'IANO CIAO �6? GLLYM7ZED THRLha0LT6, Gam WRrL SNEnNo S9•\ All, PROPOSED IQ'LONG I'Ow O,LLV,PE R00,e'O.C. h V � . H � NYSDEC APPROVED ASP'ER,TERMS TYPICAL SECTION AND CONDITIONS OF PERMIT NO �� �t'Ji t N.T,S. v O ca _� BULKHEAD PERMIT PLANS SCALE: Q- PROPOSED PLAN, SECTION AS NOTED 0 R o N NorEs: 8C LOCATION MAP DATE: 1, ELEVATIONS REFER TO N.A.V.D. 1988 DATUM 4-23--23 Q y c -� ,O� 226 WILLJAM.SBURC DRIVE PLAN 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY: (aka 145 WILLIAMSBURG DRIVE) (/1 O SOUTHOLD, TOWN OF SOUTHOI.D r« ONN SCALE: 1"=30' KENNETH M. WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NY SHEET: CD : W LATEST DATED JAN. 16, 2018 TAX MAP NO, 1000-78-5-18 1 of 1 N ,nr.:•t uT4tdTmcmv+cY4. atc»e � r /Sf��.`' L>>r•13 p.MV 19 A YIMAI Nd Of _.• _ _ �•.r?!t?W Of TVJ k3W TO-SPAT[ Q'C/vf;rw, ry JICXV VW. j G as IS Of•Tsas ss�t'M �r it -mm pjr4rms O=IMAL 0-3 j)g��//jp/'j��$/�y^f} (}�) [ff� g. s�uu SMAl► T DR ' ` l f Y .'�P'F P Rom/^' _ }�"• t E �'-• •-.-.-._ ::L`!A VA369 TRikS QQD7. �°. 4t67tMk4 5`� �m}� S4►A t4S5QN Ffs� tl 6J, .v A4tII a"WS 004A@ Im OD td dCY ms y� yyp p .. �•j�'+^� . J j`g 60 °^ LE ffifdTRf45 O tIm 6- d tl C d P Ov �•�����J TO ASSPtIW tll N' 7 i €ems��e. Ttl1�:#.4tttASAtVtEfS All itlA r PG • TO,Ariz�4i�dN•&6TiTW! ?� r W u uu OffL _ OU Q.. 0o O > � r CD O _ �• i m toy Oak !t,-, IOIL . :� ` � ems. FORM NO. E TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTH'OLD, W Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES.:UNTIL'FULL COMPLETION OF THE WORK AUTHORIZED) N° 5965 Z Dote .....:.:.....::......:..:.:: .....:. :....; )9:. ... Permission is hereby granted to:. Of -O*IOVtki .4/C Bta3aOy fet'srs. ..........................................................:..................... ........ Cltc• a8?.4........... ..................... ..:... ....................::........•q..:n::..:::.::••Hu•K.•.:uo:::.:•.. b"u 4V an.. f"117, axe liar to ............::.•............................................... . .............. . . .... :..................... ................... .......:.:..:..........:....................:.:::.......:........ .......................:.:............:..:::.:..::..:........:..................:........... :... at premises located at ......:8/B.:Mi113a1tsb�r�„aOod...:PYT.AD ,!_.BA gTiew:.Ad..... 8dtttiko3.21l..Y. .................:.....:......::.......:.:...:.................:.:.::.:......::................:.:.:::....::.....:.......:..::..:.:...:..:..:.....:::.:..:....... pursuant to application doted j>mD ...9.. , 19+: ..:,., and. approved * 'the Building. Inspector. Fee $.34•�44.............. ...... ...... .:....:.:.....:.�::.. ..... ........:.:................. 80ding Inspe�.or r 7[+ Rx NO. S TOWN OF SOUTSOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy . . . . . Date . . . . . . . . . . A09. . . .18. . . . . ., THIS CERTIFIES that the,building located at Pvt, Rd, . . . . . . .Wi1 ;Rd; Street Map No. . . . . . . .,Block No. IRq . . .. .Lot No. . Zi'Z . . .Southold , ,N.Y. . . . conforms substantially to the Application for Building Permit 'heretofore Med'in this office dated . . . . . . . . . . .J�a . 19 . . pursuant to which Building No. •�� ding 3'ermit dated . .. . : . . . . . .S1e .�,�. . . ., I97a ., was issued, and conforms to all of the require• meats of the applicable.provisions of the law. The occupancy for-which this'certificate is issued is .Private ,one fiRIAT.dvellini. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The-certificate is issued to�tanl�y, P�ter� . . . . Ovn� . . . . . . . . . . . .. . . . . . . . . . . . - of the aforesaid building. (owner; lessee or tenant)- Suffolk County Department of Health Approval .MaV. ..?$ . .19'J4• ,by A. Villa , .(sg 'UNDERWRITERS CERTIFICATE No. i1:71 . , . .JU. I.9'., HOUSE NUMBER . .225 . . . . Street , Willi..atnsberg Road,. . . ... .. . . . . . . . . .. . . . . . . .. . . . . .. . .. . . . . . . . . . . . .. .. .. .. . . . . . . . . ... ... . .. . . . ... . . . .. . . Building Inspector . .. . . . . . 1 v L L 'z,'Ztr `e+.�,^. 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S t n rt ,. o�' q •••.ti :°vn ty�S arm ._., qs �:4��ae�t tx_ iT >•. °'y 'r'aef `iF. q r 6'� �u�'•..fie 'r` . � w aa7 r• �Q9 }._et \;..,� w°ram N � ,1'i n A,c d'vn _'+' y, pA -..,..A' 1 '+N' i� w♦,, i t fl ln• • fi�� J,! f w J 'an R....nM W. t.!''.y ` tus�a,y w s Sr a� yy 4 Asa t.'a S e &I _. ..sT .,3aax, :t 0.^'4)ciy c, x.. k s a. • � E- r S ♦ ...,.,+ mat' °i r f °Ncl: aAray y D�"' ar l3 bCutiO .: - i wy O O LK t� rJOriGE n �;( ..: ,000 —T— a COUNTY IF "i'e Agency Nrwre.+n wrewwa aara v .___.___ NT SUFF N �7' ..>: . , ,. ..., , "' M�.'erty M �, ��rR�.o 078 ., RE: 225 Williamsburg Drive, LLC ® �n c/o William Toth �VJ Project location: 225 Williamsburg Drive—Southold JUL 1 0 2024 , ____ _]D Southold Town Project Description—Revised 7-5-24 Board of Trustees Remove and replace 101 LF of deteriorated timber bulkhead in same location as existing with new vinyl bulkhead including two 16'vinyl bulkhead returns on both sides of the existing 14'X 16'wood ramp which shall be replaced in kind to match existing dimensions utilizing all untreated timbers;construct new 4'wide X 40' long boardwalk on grade with untreated timber decking; install and perpetually maintain a 10'wide non-turf buffer along the landward edge of bulkhead;demolish existing residence and garage, construct new 2 story dwelling and attached garage with varied dimensions(overall length and width of 46.35'x 44.4') install 16'X 20'covered porch addition with second story balcony above on south side of residence; install two proposed 3.5'x 3.5'A/C units on north side of house;construct 6.0'X 20'front porch and replace existing conventional sanitary system with new I/A style sanitary system in a new landward location. RE: 225 Williamsburg Drive, LLC c/o William Toth Project location: 225 Williamsburg Drive—Southold JUL 1 0 2024 Southold Town Project Description—Revised 7-5-24 Board of Trustees Remove and replace 101 LF of deteriorated timber bulkhead in same location as existing with new vinyl bulkhead including two 16'vinyl bulkhead returns on both sides of the existing 14'X 16'wood ramp which shall be replaced in kind to match existing dimensions utilizing all untreated timbers;construct new 4'wide X 40' long boardwalk on grade with untreated timber decking; install and perpetually maintain a 10'wide non-turf buffer along the landward edge of bulkhead; demolish existing residence and garage,construct new 2 story dwelling and attached garage with varied dimensions(overall length and width of 46.35'x 44.4') install 16'X 20'covered porch addition with second story balcony above on south side of residence; install two proposed 3.5'x 3.5'A/C units on north side of house;construct 6.0'X 20'front porch and replace existing conventional sanitary system with new I/A style sanitary system in a new landward location. Vy e -RAY v flD tt nOAD oo.o.-, VIE vj�j�4�j x "'T JUL 1 0 2024 .,7 � 71 4 x 1A xX �A 5 MN p 40 w k, 14 . PROJECT n LOCATION cowthold To s EXISTING RESIDENCE Board of Tru ee a 4.X_ Q "o SILT FENCE z st :ST9 N 8' 40�v.Rd'txtdi 0 NYSDEC LOT COVERAGE PROPOSED sANrrAFV BUILDABLE AREA. 13,877 S.F. LEACHING SYSTEM 20% MAX OR 2,775 S.F. 4. LP 8- LP PROPOSED F�JICLEANI CEN5 I/A TREATMENT ,i ., -j, b4 U.P. LP '82 c, 4 8' , 5' DEEP DEMOLISH EXISTING HOUSE AND WOOD WALK: 75 S.F. DP PROP. DRYWELL STOOP W BILCO: 2,358 S.F. LP "A, LID LP PROPO§EO 3.5'X3.5' AC UNITS (TYP-2) HOUSE WITH COVERED PORCH, PROPOSED 0 CONSTRUCT PROPOSED 2 STORY TOTAL: 2,433 S.F. OR 17.53% Ug U.G. UTILITIES HOUSE OVER EXISTING FOUNDATION Ing C151 I waters& a i,:. 160 / `` "'.P_', ��wM��N\F 64' < A? 1?1 PROJECT LOCATION MAP PROP. Q REMOVE AND REPLACE EXISTING 16' BULKHEAD RETURN 1 X 2.3 N.T.S. . kr PROPOSED FIR 71MBER TOP CAP .0 4��sk. 1 REMOVE EXISTING 14! x 16' BOAT PAP .0, cv.01 cb PROPOSED 1,V LONG 10" BUTT /<c�<v AND FILL VOID WITH UPLAND SAND/GRAVEL 0 / CCA TREATED TIMBER PILE, 6- PROPOSED 3X6* O.C. 0�, 9.25' 61! REM WALE PROP. COVERED i 1 M.H.W. & M.L.W. ALONG FACE OF BULKHEAD PROPOSED 6*x6*CQA PORCH 5.75'x20' PROPOSED 101 LF VINYL BULKHEAD TOP& BOTTOM WALE IN SAME LOCATION AS EXISTING PROP. 16' X 20' COVERED PROPOSED 10' WIDE NON—TURF BUFFER _AMUOM WI'"'EL 2M PORCH WITH 2ND FLOO REMOVE EXISTING 3' X 40' WOOD DECK AND REPLACE PROPOSED w TIP CCA EXISTING BULKHEAD BALCONY 11 WITH NEW V X 40' WOOD DECK IN SAME LOCATION LAY—LOG PILE TO BE REMOVED IN III ROOF DRAIN DRY WELL ITS ENTIRETY. 8'0, 5' DEEP A9")mm M.Lw EL am "IN PROPOSED 8-TIP CGA PILE, 6' PIER LINE WITH HOUSE TO NORTH AND POSSIBLE PROPOSED HOUSE To O-c- 8' LENGTH. BOLTED TO LAY—LOG WITH 31e VACANT PROPERTY SOUTH. DUE TO NORTH HOUSE CURRENT LOCATION BEING SET BACK GALVANrZED THRU—BOLTS. PROPOSED 12' LONG CLOG NO STRUCTURES q FURTHER THAN OTHER HOMES ON THE BLOCK. NO ADDITIONAL SCENIC SODO VINYL SHEETING 2, VIEW " DL. MEW OBSTRUCTIONS SHALL BE INCURRED FROM THIS PROJECT. PROPOSED 16' LONG I GALv.TiE ROD, 6' O.C. ceff& Ap cv,A PREPARED BY: CONSTRUCTION NOTES: TYPICAL SECTION BOX 5 JEFFREY PAT82ANJO P.O. 1. ANY TREES REMOVED FOR THIS PROJECT SHALL BE REPLACED N.T.S. BOHEMIA, NY 11716 # AT A 1 FOR 1 BASIS. ALL NEW TREES MUST BE NATIVE AND MIN. 631-487-5290 \ 0'°F'� ,/� / 2" CALIPER AT TIME OF PLANTING. JJPatanjo@gmaii.com 2. NO TREE REMOVAL SHALL EXIST DURING LONG EAR BAT SEASON BULKHEAD PERMIT PLANS SCALE: BETWEEN DECEMBER 1 - FEBRUARY 28 OF ANY YEAR. AS NOTED PROPOSED PLAN, SECTION DATE: `\ w SURVEY NOTES: 11-15-23 44 1. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM PROPERTY OWNER: & LOCATION MAP 7-5-24 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE EXISTING RESIDENCE 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY: C/O WILLIAM TOTH (aka 145 WILLIAMSBURG DRIVE) PLAN KENNETH M. WOYCHUK LAND SURVEYING, PLLC 1003 MILLER FARM ROAD SOUTHOLD, TOWN OF SOUTHOLD SCALE: 1"=30 LATEST DATED JAN. 16, 2018 STAUNTON, VA 22401 SUFFOLK COUNTY, IVY SHEET: TAX MAP NO. 1000-78-5-13 1 OF UA11V -RAY ROAD j e r,J; y� ' iA PROJECT Av- LOCATION x, X� \I^O EXISTING RESIDENCE SILT FENCE `3 9 Z b, NYSDEC LOT COVERAGE 4j": PROPOSED SANITARJ BUILDABLE AREA. 13,877 S.F. LEACHING SYSTEM 20% MAX OR 2,775 S.F. UP PROPOSED FUJICLEAN CEN5 I/A TREATMENT x U.P. LID LP PROPOSED 3.5'X3.5- AC UNITS (TYP-2) HOUSE WITH COVERED PORCH, S.F. NOV 1 5 2023 f UP PR6P. DRYWELL DEMOLISH EXISTING HOUSE AND STOOP & BILCO: 2,358 LP DP 8,0, 5 DEEP CONSTRUCT PROPOSED 2 STORY WOOD WALK: 75 S.F. PROPOSED HOUSE OVER EXISTING FOUNDATION Southold Town 0 ug p c U.G. UTIUTIES —EXISTING FOUNDATION TO REMAIN TOTAL: 2,433 S.F. OR 17.53% Board of Trustees q9 WITH NO SEAWARD PROJECTION OF PROPOSED HOUSE LOCATION C, xGT41 00. IMFPROJECT LOCATION MAP REMOVE AND REPLACE EXISTING 16' BULKHEAD RETURN PROP. N.T.S. X X 2.3' I'D k4f 19:4 4 1 1. PROPOSED FIR TIMBER TOP CAP N6 REMOVE EXISTING 14' x 16' BOAT RAMP PROPOSED 14' LONG 10 BUrr AND FILL VOID WITH UPLAND SAND/GRAVEL CCA TREATED TIMBER PILF- 6- PROPOSED 3"XS* O.C. Z4 REAR WALE DEMOLISH E EXISTINGGARAGPAr 91, M.H.W. & M.L.W. ALONG FACE OF BULKHEAD -�—PROPOSED 6*x6" CCA AND RECONSTRUCT IN SAME & BOTTOM WALE PROP. COVERED TOP EXACT LOCATION PORCH 5.75'x2O' PROPOSED 101 LF VINYL BULKHEAD IN SAME LOCATION AS EXISTING AQM)SM MM.W.EL 2U PROPOSED 10' WIDE NON-TURF BUFFER PROP. COVERED PORCH l i 4 WITH 2ND FLOOR BALCONY REMOVE EXISTING 3' X 40' WOOD DECK AND REPLACE PROPOSED 8'TIP CCA EXISTING BULKHEAD To BE REMOVED I POOL & ROOF DRAIN WITH NEW 4' X 40' WOOD DECK IN SAME LOCATION LAY-LOG PILE DRY WELL 8'0, 5' DEEP ISS, ITS ENTIRErY. MMXWE ILLW EL of PROPOSED 8*TIP CCA PILE, 6' T.0 NS%SS PIER LINE WITH HOUSE TO NORTH AND POSSIBLE PROPOSED HOUSE TO O.C. 8' LENGTH. BOLTED TO LAY-LOG WITH R3�4;OLTS. JNG SET BACK PROPOSED 12' LONG CLOC VACANT PROPERTY 76 SOUTH. DUE TO NORTH HOUSE CURRENT LOCATION BE GALVANIZED TH 9000 VIM SHEETING NO STRUCTURES FURTHER THAN OTHER HOMES ON THE BLOCK. NO ADDITIONAL SCENIC sz, PROPOSED 16' LONG I" OLA. I VIEW OBSTRUCTIONS SHALL BE INCURRED FROM THIS PROJECT. GALV.TIE ROD, 8- D.C.. -�,,PIER LINE FOR EXISTING RESIDENCE TO SOUTH & POSSIBLE PROPOSED HOUSE lk, 4 ON VACANT LOT TO SOUTH. ALL STRUCTURES ARE IN SAME ALIGNMENT FROM EXISTING BULKHEAD AND REMAIN AS EXISTING WITH NO SEAWARD PROJECTION PREPARED BY: JEFREY 0% L CONSTRUCTION NOTES: TYPICAL SECTION P.O.F BOXP 582ATAN JO 1. ANY TREES REMOVED FOR THIS PROJECT SHALL BE REPLACED N.T.S. BOHEMIA, NY 11716 F 1�� / AT A 1 FOR 1 BASIS. ALL NEW TREES MUST BE NATIVE AND MIN. 631-487-5290 2" CALIPER AT TIME OF PLANTING. JJPatanjo@gmail.com 2. NO TREE REMOVAL SHALL EXIST DURING LONG EAR BAT SEASON SCALE: BULKHEAD PERMIT PLANS AS NOTED BETWEEN DECEMBER 1 — FEBRUARY 28 OF ANY YEAR. \\� / w PROPOSED PLAN, SECTION SURVEY NOTES- 4DA TE:—23-23 6-8- 3 1. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM PROPERTY OWNER: & LOCATION MAP — 8-23—223 225 WILLIAMSBURG DRIVE, LLC 226 WILLIAMSBURG DRIVE 9-25-23 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY: (aka 145 WILLIAMSBURG DRIVE) 11-02-23 EXISTING RESIDENCE C/O WILLIAM TOTH 11-09-23 PLAN KENNETH M. WOYCHUK LAND SURVEYING, PLLC 1003 MILLER FARM ROAD SOUTHOLD, TOWN OF SOUTHOLD 11-15-23 SUFFOLK COUNTY, NY SHEET: SCALE: 1"=30' LATEST DATED JAN. 16, 2018 STAUNTON, VA 22401 TAX MAP NO. 1000-78-5-13 1 OF 1 jN AMine;Nec �0 jlt ��_/ AD Sauttiold t; 's3= t —mo w 25 w ,.. ,��° =Museum� ; . arv,ey,, ''� ;'i: ra•, ���`•.�. ;L3 / RESIDENCE PIER LINE NOT SHOWN FOR PROPERTY TO w ��_� PROJECT ° NORTH DUE TO R S CURRENT LOCATION BEING SET .- ,=,=t� ,.. ..t;_;�; ;�....:-� � � r �'"r -�` BACK FURTHER THAN OTHER HOMES ON THE BLOCK. - „ � ' ;' No AoomoNAL SCENIC vlEw oesrRu 5. `�` rc � ,9� e LOCATION EXISTING RESIDENCE OBSTRUCTIONS SHAD. BE °'- F%' B,fp " :�. .•,' _ INCURRED FROM THIS PROJECT. SILT FENCE ` •; t, 4 ; c� � ;•. �. '_' - R17 Mai Cb° / 9b/ NYSDEC 'LOT COVERAGE e e"`Ra Y ,:<_. . , F_N®ayiiev-Rd Exte, L d o ^ ' ��O PROPOSED SANITARY BUILDABLE�AREA: 13,877 S.F. ��r °'�a ,y �� „ �° N�� 9 \\ 2023 LEACHING SYSTEM , < .,�;.. ? '` :` :,. .t. .;t- i VieLP20% MAX OR 2,775 S.F. _ _ w:: PROPOSED FUJICLEAN CEN5 I/A TREATMENT , a �r U.P. LP PROPOSED 3.5'X3.5' AC UNITS TYP-2 9 ' LP LP � ) HOUSE WITH• COVERED PORCH, � y;`r.�:�: �':_-,_ ;� fj ,P' _- F•' �- . PROP. DRYWEU2,358 c� DEMOLISH EXISTING HOUSE AND STOOP & BILCO: S.F. - o `w-.w �, '��• �:: -^ ''�� ,T�; '' - '"`?�`.°Ma n'8' -- I LP \ i—.rV ^ - DP 80, 5 DEEP CONSTRUCT PROPOSED 2 STORY WOOD WALK: 75 S.F. L> �` } .: - "± :=i etR PROPOSED HOUSE OVER EXISTING FOUNDATIONsue' ? - a U.G. UTILITIES N,°o dY uy ",t,•_ y ppp EXISTING FOUNDATION TO REMAIN TOTAL: 2,433 S.F. OR 17.53% Er STN L'au hin WITH NO SEAWARD PROJECTION OFWa @rsrz- V OR o'm PROPOSED HOUSE LOCATION .+ -.-.� ` , �-.�t;. r�' g ,.:x :�tr• - =" 1y f 3S•g, `�� Ggpq�T SB4'0 �°j' op, M� F 2 � � z2S a REMOVE AND REPLACE EXISTING 16' BULKHEAD RETURN PROJECT LOCATION MAP PRO X 2ST3P�iYy. ?g. 2N�F�OyGUSF 5j.6' N.T.S. PROPOSED FlR TIMBER TOP CAP `ti a REMOVE EXISTING 14' x 16' BOAT RAMP ' o`n NS o N ry PRap fig, / AND FILL VOID WITH UPLAND SAND/GRAVEL PROPOSED 14' LONG 10•BUTT pit Sj• �� O° PROPOSED 3"%6' CCA TREATED TIMBER PILE, 6' . REAR WALE O.C. DEMOLISH BUSTING�GARAGE ?d9 q M.H.W. & M.LW. ALONG FACE OF BULKHEAD AND RECONSTRUCT IN SAME PROPOSED s'xe• ACCA LE EXACT LOCATION PROP. COVERED �6. PROPOSED 101 LF VINYL BULKHEAD TOP BOTroal WALE PORCH 5.75'x20��9 ` IN SAME LOCATION AS EXISTNG PROP. COVERED PORCH �, i PROPOSED 10' WIDE NON-TURF BUFFER i I e ffRomm axr a zst WITH 2ND FLOOR BALCONY �'�' REMOVE EXISTING 3' X 40' WOOD DECK AND REPLACE PROPOSED 8'TIP CCA EXISTING BUMEND I I' I f POOL & ROOF DRAIN WITH NEW 4 X 40 WOOD DECK IN SAME LOCATION LAY—LOG PILE TO BE REMOVED IN I I DRY WELL 80, 5' DEEP gss, RS WREN. Ill AMMUNE ktLr a.Oft \ PROPOSED B•TIP OCA PILE, 6' I I I O.C. s' LENGM. BOLTED TO VACANT PROPERTY �; GGM LAY—LOG THRU BOLTS. PROPOSED 1r LONG cLoc :1� NO STRUCTURES /• 9000 VINYL SHEETING Z Off' i s2, PROPOSED 16' LONG 1' DA. C,c j , S9, c GALV.TIE ROD, 6' O.C. �� PIER LINE FOR EXISTING RESIDENCE TO SOUTH & POSSIBLE PROPOSED HOUSE � ON VACANT LOT TO SOUTH. ALL STRUCTURES ARE IN SAME ALIGNMENT FROM EXISTING BULKHEAD AND REMAIN AS EXISTING.WITH NO SEAWARD PROJECTION PREPARED BY: TYPICAL SECTION JEFFREY PATANJO CONSTRUCTION NOTES: P.O. BOX 582 \ Ui�oiHc' �y 1. ANY TREES REMOVED, FOR THIS PROJECT SHALL BE REPLACED N.T.S. BOHEMIA, NY 11716 o� AT A 1 FOR 1 BASIS._ALL NEW TREES MUST BE NATIVE AND MIN. 631-487-5290 2" CALIPER AT TIME OFF PLANTING. JJPatanjo@gmail.com 2. NO TREE REMOVAL SHALL EXIST DURING LONG EAR BAT SEASON BULKHEAD PERMIT PLANS SCALE: BETWEEN DECEMBER 1 - FEBRUARY 28 OF ANY YEAR. AS NOTED \\ q PROPOSED PLAN SECTION DATE: SURVEY NOTES: & LOCATION MAP 6-83233 / q 1. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM PROPERTY OWNER: 8-23-23 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE 9-25-23 ' 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY: (aka 145 WILLIAMSBURG DRIVE) 11-02-23 EXISTING RESIDENCE ' \ C/O WILLIAM TOTH 11-09-23 PLAN KENNETH M. WOYCHUK LAND SURVEYING, PLLC 1003 MILLER FARM ROAD SOUTSHOLD,UFF TOWN SDUTHOLD SCALE: 1"=30' LATEST DATED JAN. 16, 2018 STAUNTON, VA 22401 S TAX MAAPP N COUNTY, fOOO-7'8- SHEET: TY, 5-15 1 OF 1 y\ DMSION-OI-GENERAL CONSTRUCTION 12. FLASHING TO BE INSTALLED AS FOLLOWS: REVISIONS a ATWALL INTERSECTIONS WITH THE ROOF. 1. THE GENERAL CONDITIONS,AS WRITTEN HERE,SHALL APPLYTO THE CONTRACTOR AND ALLTRADES AND SUBCONTRACTORS HE MAYBMPLOY IN ORDER TO PERFORM OR COMPLETE THE WORK IN ALL OF ITS PARTS.IT IS ALSO b. ATPARARETWALLPENETRATIONS. 1 INTENDED THAT THESE GENERAL CONDITIONS APPLY TO ALL MATERIALS UNLESS SPECIFICALLY NOTED OTHERWISE C. WHEREVER ROOF CHANGES SLOPE OR DIRECTION. 2. ALLWWORK SHALL CONFORM TO THB 2020 RESIDENTIAL CODE OF NEWYORK STATE(PUBLICATION DATE 2019),2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEWYORK STATE(ECCCNYS RESIDENTIAL PROVISIONS)AND 13. ALL OPENINGS TO BE PROPERLY FLASHED AND PROTECTED. 2 THE REQUIREMENTS OF ANY OTHER CODES AND AUTHORITIES HAVING JURISDICTION. 14. COPPER PANS TO BE INSTALLED UNDER ALL EXTERIOR DOOR&WIN DOW SILLS. 3. ALL WOOD FRAMING&ANCHORING ON PROJECTS LOCATED WITHIN THE 130 MPH WIND ZONE SHALL BE INSTALLED AS SPECIFIED IN THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE B TWO STORY FRAMED DWELLINGS (ANSUAWC WFCM-2018)USING THE PRESCRIPTIVE DESIGN METHOD. 3 4. ALL WORK SHALL CONFORM TO TABLE R301III)CUMATIC AND GEOGRAPHIC DESIGN CRITERIA DIVISION-05-OPENINGS & THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION OF THE UNDERSIGNED AND DO,TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE,IN FORMATION AND BEUEF,MEET THE 4 REQUIREMENTS OF THE CURRENT UPDATE OF THE NEWYORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.PLEASE REFER TO ATTACHED RESCHECH COMPLIANCE CERTIFICATE ELSEWIIERE ON THE DOCUMENTS, DMSION-09-FINISHES 6. IF EXISTING STRUCTURES TO BE RENOVATED WERE CONSTRUCTED PRIOR TO 1978,CONTRACTOR MUST PROVIDE CERTIFICATION OF LEAD PAINT ABATEMENT,COMPLYING WITH THE EPA'S LEAD:RENOVATION,REPAIR,&PAINTING 5 RULE. 1. ALL GYPSUM BOARD FOR NEWWALLS TO BE 11F THICK CEILINGS TO BE 519-THICK UNLESS INDICATED OTHERWISE ON PLANS.SCREWAT B'O.C.AROUND THE EDGES AND 12'O.C.IN THE FIELD.SCREWATTACHMENTS OF 7. CONTRACTOR TO PROTECT ALL MATERIALS EXISTING CONDITIONS TO REMAIN,AND NEWCONSTRUCTION AS REQUIRED BY GOOD CONSTRUCTION PROCEDURES.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY RAIN SHEETROCK TO PENETRATE WOOD STUDS AT LEAST 510%AND METAL STUDS AT LEAST 3B'.TAPE AND 3 COATS OF SPACKLE AND SANDED READY FOR PAINT(SAND TO AFINISH).ALL EXTERIOR CORNERS TO HAVE METAL STRIP 6 OR INCLEMENT WEATHER DURING CONSTRUCTION, CORNER BEADS NAILED OR SCREWED AT 4'O,C. 8. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING&MAINTAINING TEMPORARY TOILET FACILITIES FOR ALL WORKMEN. 2. ALL FINISHED AREAS OF BASEMENTS&ALL BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK(GREEN-BOARD)INSTALLED ON WALLS&CEILING,WITH WATER RESISTANT OUROCK OR APPROVED EQUAL,IN WET AREAS. 7 S. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING CONSTRUCTION TELEPHONE SERVICE FOR 3. INSTALL SB'TYPE'R SHEETROCK ON WALLS&CEIUNG OF BOILER ROOMS AND GARAGES. ALL TRADES IF ADEQUATE WIRELESS SIGNAL IS NOT AVAILABLE DIVISION•10-SPECUILTIES 10. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING TO INSURE PERSONAL SAFETY AND MINIMUM STRESSES TO STRUCTURE DURING CONSTRUCTION. 11. PROJECT TO BE KEPT SAFE,CLEAN AND ORDERLYDURING CONSTRUCTION.CONSTRUCTION DEBRIS TO BE CARTED AWAY BY GENERAL CONTRACTOR AT APPROPRIATE INTERVALS IN ACCORDANCE WITH LOCAL REQUIREMENTS. ?�^ AT COMPLETION OF PROJECT,GENERAL CONTRACTORTO BROOM CLEAN ALL AFFECTED AREAS,VACUUM DUCTS,INSTALL NEW FILTERS ON HEATING AND AIR CONDITIONING SYSTEMS AS REQUIRED,CLEAN ALL WINDOWS,GLASS, DIVISION•11-EQUIPMENT SCREENS,AND SKYLIGHTS INSIDE AND OUT.EXTERIOR TO BE STEEL RAKED LEVEL AND ALL DEBRIS CARTED AWAY.CONTRACTOR IS RESPONSIBLE FOR ALL SITE CLEANUP RELATED TO CONSTRUCTION. 4 3 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING DUMPSTERS ON SITE TO ENSURE ALL GARBAGE AND DEBRIS IS CONTAINED AND REMOVED FROM SITE IN AN ORDERLY FASHION.DUMPSTERS TO BE PLACED IN A DIVISION-I2-FURNISHINGS ¢d } LOCATION APPROVED BY THE ARCHITECT OR HOMEOWNER PRIOR TO ARRIVAL TO SITE. G 13. CONTRACTOR TO PROVIDE CONSTRUCTION FENCING AND EROSION CONTROL FENCING AS INDICTED ON SITE PLAN OR AS REQUESTED BY BUILDING INSPECTOR DIVISION SPECIAL CONSTRUCTION Z Z C3-EEJI O p i 14. ALL LABOR,MATERIALS,AND EQUIPMENT TO BE FULLY GUARANTEED BY CONTRACTOR AGAINST DEFECTIVE PARTS AND WORKMANSHIP FORA PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE CONTRACTOR TO _ F PROVIDE MANUFACTURERS'WARRANTY CERTIFICATES TO THE OWNER FOR ALL THE EQUIPMENT AND MATERIALS INSTALLED.SPECIFICALLY,THE SEALED MOTOR COMPRESSORS OF THE AIR CONDITIONING CONDENSERS WILL BE DIVISION-I4-CONVEYING SYSTEMS L.. WARRANTIED FOR ATOTAL OF FIVE YEARS. 15. THE OWNER MAY ORDER CHANGES IN THE WORK WITHOUT INVALIDATION OFTHE CONTRACT;SUCH CHANGES SHALL BE AGREED TO IN WRITING BEFORE SUCH CHANGES ARE MADE DIVISION•21-FIRE SUPPRESSION a5 GyC CW 0 16. ANY CHANGE OR SUBSTITUTION TO THESE DOCUMENTS MUST BE ACCOMPANIED BYAWRITTEN CHANGE ORDER CHANGE ORDERS TO BE NUMBERED,DATED AND APPROVED BY ARCHITECT,OWN ER.&BUILDING DEPARTMENT. 17. CONTRACTOR SHALL NAME THE HOME OWNER,ARCHITECT,&VILLAGE OF APPLICABLE)AS ADDITIONAL INSURED ON CONTRACTORS LIABILITY INSURANCE. DIVISION-22-PLUMBING 1& CONTRACTORTO PROVIDE STANDARD FORM OFAGREEMENT BETWEEN OWNER&CONTRACTOR(AIA DOCUMENT XXXX(AS SELECTEM REQUESTS FOR PAYMENT TO BE MADE USING STANDARD AIAFORMS OR APPROVED EQUAL 1, ALL NEWWATER PIPING SHALL BE'PEX'TUBING AND INSTALLED ASPER CODE&MANUFACTURERS SPECIFICATIONS. 19. CONTRACTOR SHALL PROVIDEAVVVER OF LIENS FOR HIMSELF AND ALL SUBCONTRACTORS AND SUPPUERS ATTDIE OF FINAL PAYMENT OR AS NEGOTIATED IN WRITTEN CONTRACT. 2. ALL NEW PLUMBING DRAINAGEAND VENT PIPING SHALL BE SCHEDULE 40 PVC ABOVE GRADE AND CAST[RON BELOWGRAOE UNLESS OTHERWISE NOTED ON PLANS 20. DO NOT SCALE DRAWINGSI WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 3. ALL NEW HOT AND COLDWATER PIPING SHALL BE INSULATED WITH 112'THICK ARMAFLEXJACKETS&LOCATED AWAY FROM EXTERIOR WALLS TOAVOID FREEZING. 21. ARCHITECT HAS NOT BEEN RETAINED FOR SUPERVISION OR SITE INSPECTIONS.ARCHITECTS ROLE ONSRE IS STRICTLY TO DOCUMENT CONSTRUCTION PROGRESS AND ANSWER ANY QUESTIONS RELATEDTO DESIGN. 4• ALL NEWWASHING MACHINE INSTALLATIONS TO INCLUDETHATTS INTELLIFLOW'SERIES A2C-W AUTOMATIC WASHING MACHINE WATER SHUTOFF VALVE OR APPROVED EQUAL. DMSION-02-EXISTINGCONOMONS DIVISION•23•HEATING,VENTILATING AND AIR CONDITIONING MAC) g `a 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND TO VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING BUILDING AND SITE IF ANY DISCREPANCIES BETWEEN 1. CONTRACTOR'S HEATING SUBCONTRACTOR TO PERFORM HEATILOSS CALCULATIONS FOR ENTIRE BUILDING AND RENEW BOILERIFURRACE SIZE AND REQUIREMENTS AND REPORT TO ARCHITECT,CONTRACTOR,AND OWN H -i Z CONTRACT DOCUMENTS ANDACTUAL FIELD CONDITIONS ARE DISCOVERED,THEY SHALL BE REPORTED TOTHE ARCHITECT IN WRITING FOR CORRECTION.WORK DONE AFTER THE DISCOVERY OF DISCREPANCIES AND PRIOR TO ALL RECOMMENDATIONS.SPECIFY SIZE OF 1301LERIFURNACE IN BIDS. : � L WRITTEN APPROVAL FOR CORRECTION SHALL BE AT THE CONTRACTORS OWN RISK NO ADDITIONAL COST WILL BE ADDED TO THE PROJECT DUE TO CONTRACTOR'S OVERSIGHT MVERIFICATION Of EXISTING CONDITIONS. 2. DUCTWORK TO BE PROTECTED FROM DEBRIS&COVERED IMMEDIATELY AFTER INSTALLATION.HVAC SYSTEM IS NOT TO BE TURNED ON UNTIL COMPLETION OF FLOOR SANDING&TAPING,SPACKLING&SANDING OF GYPSL Y C'. I SHOULD ANY FIELD CONDITIONS OR INACCURACIES ARISETHAT WOULD PREVENT THE CONTRACTOR FROM EXECUTING THIS PROJECT FXACTLYAS INDICATED IN THESE CONSTRUCTION DOCUMENTS,THE CONTRACTOR SHALL BOARDS WALL FINISH. �� '•��. �' NOTIFY THE ARCHITECT IMMEDIATELY WITHOUT PROCEEDING WITH THE CONSTRUCTION IN THE AREA IN QUESTION, 3. INSTALL MECHANICAL VENTILATION IN EACH BATHROOM AND POWDER ROOM.(110CFMMINIMUM) 3. A SUBMISSION OF BID SHALL IMPLY CONTRACTOR'S ACCEPTANCE TO THESE DRAWINGS AND ALL EXISTING CONDITIONS 4, ALL LAUNDRY DRYERS TO VENT TO EXTERIOR VERIFY LOCATION OF ALL VENTS WITH ARCHITECT OR OWNER PRIOR TO INSTALLATION. 5. CROSS VENTILATION REQUIRED IN ALL ENCLOSEDATTICS AND ENCLOSED RAFTER SPACES.TOTAL NET FREE VENTILATING AREATO BEAT LEAST 11150 OFAREA OF SPACE VENTILATED DIVISION-03-CONCRETE DIVISION-25-INTEGRATED AUTOMATION n 1. ALL CONCRETE SHALL TEST AT 3,50 PSI AT 28 DAYS CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT SHALL NOT BE LESS THAN 5%OR MORE THAN 7%BYVOLUME(TABLE R4022) 2. BOTTOM OF ALL EXTERIOR FOOTINGS TO BE TO MINIMUM BELOW GRADE UNLESS NOTED OTHERWISE xe d'S pp DIVISION•26-ELECTRICAL 3. ALL FOOTINGS TOREST ON VIRGIN SOIL WITH AMINIMUM BEARING CAPACITY OF 2 TONS I SQUARE FOOT.CONTRACTOR SHALL HAVE THE LEVEL OF ACCEPTABLE BEARING STRATA VERIFIED IN THE FIELD IF REQUESTED BY BUILDING Ym� INSPECTOR.4. ALL FOOTINGSTO BE BOARD-FORMED AND SHALL HAVEACONRNUOUS274'ID:YWAY. 1. ALL ELECTRICALWORK SHALL CONFORM TO LOCALNECAND UNDERWRITERS LABORATORY REQUIREMENTS.ALL ELECTFUCALWORKTO BE CERTIFIED BYAPPROVED INSPECTION AGENCY.PROVIDE CERTIFICATE TO BUILDING +� DEPARTMENT&OWNER S. STEP FOOTINGS WHERE NECESSARYAND INSTALL AS PER CODE WITH A MAXIMUM RISE OF I`W ANDAMINUIUM RUN OF 3-0' a 2F-+� & ALL FOOTINGS TO HAVE A MINIMUM OF TWO45 RE-BARS UNLESS OTHERWISE NOTED. 2. ANYALREQUIRED EILATIONTE.ALDETE BUILDING WILL AREREQUIRE BE THAT SMOKETO POWEMS BER INSTALLED THROUGHOUT TERCONNECTD WITH TIRE BATTRY G.BA PROVIDE SINGLE BMULTIPLE STATION SMOKE DETECTORS B CARBON MONOXIDE DETECTORS AS O Ri REQUIRED BY CODE.ALL DETECTORS ARE TO BE HARDWIRED TO POWER SOURCE&INTERCONNECTED WITH BATTERY BACKUPS. 7. ALL FOUNDATION WALLS TO HAVE AMINIMUM OFTWWD45RE-BARS TOP&BOTTOM UNLESS OTHERWISE NOTED. 3. ELECTRICIAN TO VERIFY EXISTING ELECTRICAL SERVICE&PANEL ARE SUFFICIENT FOR NEWWORK CONTRACTOR TO INCLUDE IN PROPOSAL PRICE FOR UPGRADED ELECTRICAL SERVICE&NEWPANEL AS REQUIRED. �I- B CONTRACTOR TO LAYOUT,WITH TRANSIT,THE PROPOSED NEWADDITTON,WITH STRINGED LINES ON BATT BOARDS WITH IO-0"OFFSET. 4. ELECTRICIAN TO RE-LABEL ENTIRE PANEL BOX S. FIRE CAULIONG TO BE INSTALLED AT ALL PENETRATIONS THROUGH FIRE BLOCKING&DRAFT-STOPPING. V DIVISION-04-MASONRY (L CENTER OF ALL ELECTRICAL OUTLETS TO BE INSTALLED Q 7 ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. 7. CENTER OF ALL SWITCH ES TO BE LOCATED AT 42'ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. W O 1. ALL CONCRETE MASONRY UNITS(CMU)TO BE LOAD BEARING. 1. ALL CMU SHALL CONFORM TO ASTM C90;MORTAR SHALL BE TYPE'M'FOR INTERIOR APPLICATIONS OR TYPE'S'IF EXPOSED TO EXTERIORIFREEZING ENVIRONMENTS. DIVISION-27-COMMUNICATIONS N w DIVISION-05-METALS O DIVISION-28•ELECTRONIC SAFETY AND SECURITY _ y r 1. ALL WOOD CONSTRUCTION CONNECTORS TO BE'SNPSON STRONG-TIE'OR APPROVED EQUAL,INSTALLED ASPER MANUFACTURES SPECIFICATIONS. I. ALL DDORS&WINDOWS OPENING MORE THAN 4'WITH DIRECT ACCESS TO APOOL WEATHER EXISTING,OR PROPOSED,SHALL BE EQUIPPEDWTTH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND/OR RB O v 2. ALL NAILS SHALL COMPLYWITH ASTM F1667.ALL EXTERIOR FINISH MATERIALS TO BE INSTALLED WITH STAINLESS STEEL NAILS NOR SCREWS. SCREEN,IF PRESENT,ARE OPENED.THE AUDIBLE ALARM SHALL BE LISTED WITH UL 2017.THEALARM SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND CONTINUOUSLY FOR AMINIMUM OF30 SECONDS AFTER THE DOOR AND/OR ITS V 3. ANCHOR BOLTS TO BE'SNPSON STRONGTIE SM16WO).INSTALL BOLTS I'A'IN FROM EACH CORNER AND VV ON CENTER MAXIMUM.INSTALL MINIMUM 2 BOLTS PER WALL. SCREEN,IFPRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUTTHE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SHALL 4. FLITCH PLATES TO BE INSTALLEDWITH IR'DIAMETER BOLTS OR AS OTHERWISE NOTED.BOLTS TO BE IS'ON CENTER STAGGERED TOP&BOTTOM.BOLTS TO BE RE-TIGHTENED TWO TIMES AT TWO WEEK INTERVALS. AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS ATOUCH-PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. b DEACTIVATION SHALL LAST FOR NOT MORE THAN IS SECONDS.THE DEACTIVATION SWITCH(ES)SHALL BE LOCATED AT LEAST 54'ABOVE THE THRESHOLD OF THE DOOR y,W DIVISION-08-WOOD&PLASTIC Vie DIVISIONS1•EARTHWORK on;< 00 i. JOISTS AND RAFTERS TO BE DOUGLAS FIR LARCH 92 AND BETTER LUMBERTO MEET OR EXCEED THE FOLLOWING,FB=875 PSI,E=1,600,000 PSI 2. STUDS TO BE DOUGLAS FIR STUD GRADE.FB=675PSI,E=1,400,000 PSL 1. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR CUTTING DOWN ALL TREES,VINES AND VEGETATION ETC.THAT ARE IN THE WAY OF EXCAVATION,AS WELL AS DIGGING OUT STUMPS AND REMOVING THEM FROM THE PREMISES. 3. ALL LAMINATED VENEER LUMBER(LVL)TO MEET OR EXCEED THE FOLLOWING,E=2,OOQDDO PSL FB=2'em PSL 2. STRIP ALL TOPSOIL AREAS TO BE DISTURBED BY EXCAVATION AND STORE ON SITE FOR RE-USE AS INDICATED BY ARCHITECT OR HOMEOWNER PRIOR TO THE COMMENCEMENT OF WORK 4. ALL PARALLEL STRAND LUMBER(PSI)TO MEET OR EXCEED THE FOLLOWING,E=2,GW,GWPSI.FB=2,900 PSL 3. CONTRACTOR TO GRADUALLY FEATHER OUT THE ROUGH GRADE TO JOIN THE EXISTING GRADING. 5. DOUBLE UP FRAMING AROUND ALL OPENINGS,UNDER PARALLEL WALLS,UNDER BATHTUBS,TIED FLOORS,&KITCHEN CABINETRY. 4. CONTRACTOR TO ROUGH GRADE AROUND BUILDING PERIMETER TO PROVIDE DRAINAGE AWAY FROMTHE BUILDING.FINISHED GRADE TO SLOPE AWAY FROM RESIDENCE AMINIMUM OF 6'VERTICALLY,IN THE FIRST IV 6. CROSS BRIDGING SHALL BE INSTALLED ATA MAXIMUM OF T-VON CENTER BRIDGING SHALL BE SOLID BLOCKING FOR CONVENTIONAL FRAMING OR DIAGONAL BRIDGING ASPER MANUFACTURES SPECIFICATIONS FOR ALL 'y ENGINEERED LUMBER & FINISHED GRADE TO BE AMINIMUM OF VBELOWSILL PLATE v 7. PROVIDE FlRESTOPPING(FIRE-BLOCKING)AT MIDSPAN OFALL BEARING AND NONBEARING PARTITIONS AS PER CODE. Q^a1 S. CONTRACTOR TO PROVIDE ZX6'BLOCKING ON THE FLAT IN WALLS BEHIND CABINETS,ROBE HOOKS,CLOSET HANG RODS,GRAB BARS,TOWEL MRS,ETC.CONTRACTORTO CONFIRM ALL BLOCKING LOCATIONSWITH OWNER AND DIVISION S1-EXTERIOR IMPROVEMENTS 0 ARCHITECT PRIOR TO THE INSTALLATION OF DRYWALL OR WALL FINISHES. �"y 9. ALL NEW PLYWOOD SUBFLOORS TO BE 314'CDX DOUGLAS FIR.PLYWOOD TO BE GLUED AND SCREWED TO FLOOR JOISTS,NO NAILS WILL BE ACCEPTED. DIVISION-M-UTILITIES m t� 10. PLATES AT INTERSECTING PARTITIONS TO BE LAPPED. 11. HEADERS NOT INDICATED ON DRAWINGS TO BE9)2 X 12 MINIMUM UP I(Y-V MAXIMUM.SEE TABLE FOR KING AND JACK STUD REQUIREMENTS FOR ALL HEADERS. 1. CONTRACTOR TO HAVE ALL UTILITIES(WATER LINES,SEWER LINES,GAS LINES,AND ELECTRIC LINES,ETC)MARKED OUT PRIOR MANY EXCAVATION,BEFORE ANYWORK ON SITE IS TO BE DONE CONTRACTOR TO CALL THE LONG 12. CONTRACTOR TO INSTALL HURRICANE CLIPS,CONNECTORS,STRAPS,ETC.AS PER CODE AND AS DIRECTED BY BUILDING INSPECTOR.REFER TO DETAILS THROUGHOUT PLANS FOR FURTHER INFO. ISLAND ONE CALL CENTER 01.800-272.4460. Ian����A B'13. ALL LUMBER EXPOSED TO WEATHER OR WITHIN OF FINISHED GRADE TO BE PRESSURE TREATED.•THERMAL&WATERPROOFING D DIVISION•31•TRANSPONTA710N ,cu5y10 � DIVISION-07 DIVISION-35-WATERWAYARO MARINE CONSTRUCTION 1. PROVIDE B MIL POLYVAPOR BARRIER UNDER ALL NEWSLABS&SCREEO COATS(NOT REQUIRED UNDER GARAGE SLAB).ALL SLABS TO RECEIVE STEEL FLOAT FINISH. 2. INSTALL 2'RIGID INSULATION(R•10)UNDER ALL INTERIOR CONCRETE SLABSAS INDICATED ON PLANS.RIGID INSULATION TO BE'DOW-STYROFOAN BRAND SCOREBOARD'OR APPROVED EQUAL,INSTALLEDAS PER DIVISION•4D-PROCESS INTERCONNECTIONS MANUFACTURERS SPECIFICATIONS. 3. DOUBLE UNDERLAYMENT IS REQUIRED FOR ROOF SLOPES OF 2:12 THROUGH 4:12 DIVISION-41-MATERIAL PROCESSING AND HANDLING EQUIPMENT 4. INSTALL ICE&WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST Z-V INSIDE THE EXTERIORWALL LINE AND ALL VALLEYS&HIPS ASPER CODE AND ANYADDITIONAL LOCATIONS AS INDICATED ON PLANS.INSTALL ASPER MANUFACTURER'S SPECIFICATIONS, DIVISION 42-PROCESS HEATING,COOLING,AND DRYING EQUIPMENT B UNLESS OTHERWISE NOTED,ALL EXTERIOR WALLS AND ASPHALT ROOFED AREAS TO RECEIVE M BUILDING FELT INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.NO qYVEK7 OR SIMILAR PRODUCT TO BE INSTALLED `VL SEP - 1 2�23 GENERAL NOTB UNLESS DIRECTED BY ARCHITECT. DMSION•43-PROCESS GAS AND LIQUID HANDLING PURIFICATION.AND STOpAGE EQUIPMENT 6. ROOF COVERING MATERIAL TO BE IDENTIFIED BY PACKAGING BEARING MANUFACTURERS IDENTIFYING MARKS AND APPROVED TESTING AGENCY LABELS. ' 7. ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLY WITH ALL ASTM REQUIREMENTS. DIVISION-44-POLLUTION AND WASTE CONTROL EQUIPMENT 8. FASTENERS TO FULLY PENETRATE THROUGH ROOFING MATERIALS AND SHEATHING. DATE: 7/18/23 B. FOR NORMAL APPLICATIONS,USE A MINIMUM OF 4 FASTENERS PER SHINGLE STRIP. DIVISION 45•INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT ! .Lh..+. .,f,�:Tn'Rm 10. MINIMUM OF SIX FASTENERS PER ASPHALT SHINGLE ARE REQUIRED WHERE WIND SPEEDS REACH 110 MPH OR ABOVE ANDIOR EAVES REACH 2O'-O'ABOVE GRADE SOI, _ J OB1}93 11. UNLESS OTHERWISE NOTED,ALL INSULATION TO BE UN-FACED BATTS INSTALLED WITH 4 MIL POLYVAPOR BARRIER TOWARD HEATED SURFACE.INSULATION TOBE-OWENS CORNING'OR APPROVED EQUAL INSTALL ASPER DMSION•48•WATER AND WASTEWATER EQUIPMENT Board ofTRl�ees MANUFACTURERS SPECIFICATIONS.WHERE EAVE OR CORNICE VENTS ARE INSTALLED,A MINIMUM OF 1'OF AIR SPACE IS REQUIRED BETWEEN INSULATION AND ROOF SHEATHING MALLOW FOR FREEAIR FLOW. DIVISION 48-ELECTRICAL POWER GENERATION REVISIONS 1 2 3 DOUBLE TOP PLATE, DOUBLETOPPLATE, L STAGGER JOINTS A MINIMUM STAGGER JOINTS A MINIMUM 4 OF 24°OR USE SPLICE PLATF5 BRAC49 KALL ld OF 24'OR USEBPLICB PLATES aRACM KA L PANEL IA 1/3 (R6023.2) 0 0 PLANS FOR lE GIR 4 LWA110NI (R6M.3.2) FL.4H FOR L[7(BIH 1'now I 5 p I� I I 6NA% NO✓Db FISHII BdCOMMON:1I COMMON NA LBO NAILS@6'O.0 7 BRACEDWALLN=..N ON EDGES ON rANEts PANELS BRACED WALL FLOOR OISTS-CENTER CUTS 1�QFf1 1pdp6j��' 4 1���/j}7q''y'�I1III1 I1®y�� e S p Q 5 y I 1/2°PLYWOOD 1/2'PLYWOOD SHEFHING lI ' I i SHETHING } SOLID BLOCKING I I µ,UI Q Bd COMMON Rd COMMON 0 Z NARS®12' �,i A i� 1L NAILS®12° p I I F•' 7 Z \ I I I I 0 C.IN FIELD 0 C.1N FIELD I I a OP BRACED I OP BRACED I I 3 S 1, II WALL PANELS I I I I 1� WALL PANELS X I I � n I I SOLEPLATE COLD-DOW , SOLE PLATE C'OW4ERSND 3 FLOOR OISTS-ENDCUTS (R602B.4) HOLD-DOWN, (R602.14) HOLD-DOWN, PULL HEIGHTBHEATFIING SEE DETAIL HORIZONTAL SHEATHING SEE DETAIL ' BRACED WALL PANEL•CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL 1 NOT TO SCALE :'•.DY.. L SEff UWGA5PARTOFERACEDWALL6EMMWhIMGL\MCAIEDMV=RPLAN,SHALLEECONIANOUSFROf1S0IE O W PLATE70TOPPUTEORADEQUATELYBLOCKEDATJOWT4.8)COhLUONNAES®6'O.CFDGE&tro.CF®D(FABLE W t z 60210A) IL 1 VEINCALJDINIS OFPANELURA11 CRULLOCCUR OVER h EEFASIFNEIM COUNIONSRRX.HORVANTALJOIMBIN 20GAUGECORSPAP. V .` BRACED WALLPANaS MULL OCCUR OUR,AND EEFASI EOTO,COJ9HO.V BLOCKING OFAMNLIRNIIlTTMONM mBuxlpONSTUO D/3FLiY �' P Cg1mLSPAaa+O(PrPI TABLE R602.11 DETS"HATION OF R*IM OR TM UPLIFT MOM PER D(ACNAL RAFIE[IORTRUSSUPINCONACIIONFORCFSFROMN7ND (ASD) UNDS PER CONNECIION � �� F � DEPFH)C0MT10N 4 POUNDS FM LINEAR FOOT) � rmNFRom1w& E7FYi.ARE B ULTIMATE VESIS1 KIV BMW'Alt _ 17OI'NAfoFJo6T �v B RAFTER OR ROOF SPAN SPA4:IN5 16'OA Y H7 TRIES SP (PWJ ISO 140 ACTUAL ROOF SPAN 16,40 tt ROM PITC44 ROOF PITCH NpJ KIND 393EV 155 DETAIL STRAPPING AROUNDCUTTING, <sn2 sn2<sn2 sn2 FlTON en2 4 G NOTCHING�&EDRILLING 0 a z H 12 IZd In 162 Iso WINDOW OPENINGS 5 ID 162 149 209 1414 NOTTOSCALE 24 162 WM IN TIER OLATION OF TABLE R60211 DUE TO ROOP SPAN 25 >7? 203 251 266 150 MPH KIND SPEW 140 NPH WIND SPEED EU 16,OA 32 246 22b SI4 295 2,0V ROOF SPAN IROO POUNDS PER COMN:CIION BOAO FYAIND3 F92 GON NSGT10N 56 210 24T 931 325 6AO'ROOF SPAN 1140AI POUNDS PM CONK EaTION 116=1 P'OIRN73 PER COR615TION 42 506 60a ROOF SPAN 1144M POUNDS PER CONNECTION 11,94,00 fOM23 PBt CONEOTWN W 4D SM 1 514 1 441 1 414 11 (NEAR INTERPOLATION OF UPLIFT FORCE DIE TO KIND SPEW ABOVE 1 PA18 tfA1(6IP TD 4'-0' I- 6AO'ROOF SPAN 6 133 NPFF 1161M POUNDS PER CONNECTION U'MAX DOUBLETOP PL17E R FORCE DOER NOT EKC�200 FIOUNJFA AS PM RE02111 UPLIFT ►/� '" FJ STAGGERJOINISAMNIM1MOF B� D97 < p rr _ WOR115ESPLICEPLATFS (��+ (RRD31) T POLM PER CONN ECT10N 0 16,Oa.TO PONDS PF3R LIrIBAR P00T & I III III q v ' 7YPIGLSND FM OONWTION 112Aa 121DS FY1ND3 PBi LINEAR FOOT g �( §, III III V @'ACNG 16'O.C) � Y ' III III L Cr UPLIFT III TOP OF FIRST FL00R YIML 12I03 FOUNDSPBt LINEAR FOOT f QZI ;U�d BOAIDHOLEMAXLUUAI FFOV[4:IIHHlPfTFitMfIBCO1FLTORFOR1t1W p r II1 3 IS ttWmtl TO RIIST R OM 6ND I(41.SM"11. 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WOODPmT a rpxNrlgxwamw-rbmarwN slmm.l]vrvnurkm._ -_ Mae<+mx.rw n+t RESISTANCE) 6 ssaa,v.mnl3Ur,nlmT;n_ CNWS/8 CONCREIESLAB ~ 5/ronNADEDRDD epemxmld,m qn u - . . -- maaat DETAIL®ROOF RAFTER TO STUD COUPLER Nur L] SMONSIFYWGTEABIINFOR4a4 (ALLOWABLE U' O POSTNAILEDW/ux6dNAnsw/r mmnm.l.'.n5JT1; nrdm..:�a°n 6 STRAPPING TENslox7vao) ]•�y., u2TR.NMSDELTSVER �,p Nero e�eamm ,ea NOTTX)SCALE 5/V-THREADED W S :.,.:..II Smm.lraniv'l:m, _ [r;crowmmpwmaem BOLT INTO •'_ ,;1.,• tw0✓,numm.mr.ama,luwr:Wm 1[rpu, eaa ode M^'I�1 1^A� CONCRETE MN) .i -• 4.'vx'lI lmi T.r.ur.av]T:ar: ., _IwroSnaemwxaMhrglp LL•7�1Y Wlq!/7 Q4NOOTBFOONNG SIhT60NHIIOx5D575 ai ea'I:Pr .. ALL H00R3 ALIVE LOAD♦OW LOAD)•60 P°a•(L760/ FOUNDATION WALL WOOD FRAME PRBDER.ECTIDH(N.DONTF. s.a, w s AMC UW LOAD♦DE/'D LOAD)a W MP=40) « manva'.aur9e. ROOT(ASMALT S RIV-e)AM LOAD.DEW LOAD)'40 FOP O 7 DETAIL6WOODPOSTTO FASTDIWRH(6)Stb1/4'XII/T mPwppmlaalammrWnn Ja°.� P"I'pr'oamT:W- pmlPmmgm.npol SLnB WOODSCREWB,SEEPLANFOR TE Flmm,(r:nixi:ar Itn4o) DETAIL @ CORNER STUD HOLD DOWN FOUNDATION LWATIOFA(3,05LBALLOwABLE ' [� ]Ax]soixel / NOTTOS CALE NOTTOSCALE FBION LOAD) bd° unpx¢¢ pssMsnnroswaooalWx]uaMnw,uswwN usmrosnarwmorvssw eJenonw m3WPnax OPxl¢pxafa=MIXp Ylm rNnP¢aYGkT3IlarFA]Mp mp•llnwq rFAnv� MOOnOMNxt MMPndNWWD NO1ANAlrarinlW ¢�DAXnxMYADHa t p,vlo¢m JYMTM'� IMlfap;¢l I pAm1a [ap• N✓e WWr•w•vn xWl _ Wma•°mtvY D.m+1,.rW1bm.;wlNimMm"v✓I•nugWmlamlNna N[memrlwOwmaNbFeNn] _ @. 0 S DETAIL @ CORNER STUD HOLD DOWN b "]�"� r.o u u✓wv�mm" a nlr wpx. m�SUT a wq n I nD NOTTOSCALE (FLOOR TO FLOOR) n vr.r m m1+U].aniT� nlbn;" Pad AA ." °""E ss ivr-wr mix r.n v P e, a ss __ LINTEL TUANCE ] ama.:.✓I.eeu'e✓mm,eaW _ _..... - - --:xo:rn"xAxa' eoaws¢mxn• - NDTx ar oPemlB ANSI.E SIg FRN L'ewixfa CODE COIL ALL 1ax9wLWraMmnem»rmbutcagecPleFlraBc6TAfe01EIYaLYNDArezIVEne�eeeercaeeNA]EM v vrmNm+nlmmPcmna.aonum] e®n°a,"a^ au°rme 1 ®pa,oaDsw o.a.moamwewownnmcra°"°""nH'@¢a•� DElAI1SdtRESCHECK rLMiR6TglrQlQ161 YO/K FAR mCILM"+RF9r.E11ULlRO11SIORy lxr d++nmeimana+3.um•mm c ammxwaraaewlwmxrowtxoOaeax¢ �'T01'-4• M7E 72'z9 W' D' lIkIBITegRl00NIIND60G u iv3rru ama mmedacmnmmdmrlW w✓mwu vsue• Arww[on wuma¢,rsure.u.¢ nA•w "5ff1 I1W To 4%V Ll UZ'x SIA'xR66• b' �vrd•ue'•wmWnea�na.w•Ma•a J a 'A°i'°m'"Of 1 vsmurnrorwax lamx•aa 4A0'T06ab• L4•x9 V7 x DAV b• vraroawa,n..DaaaNam9•enmmwl ]r e<.,. wps [ ] _ 6'-0'W 610 1 L R'x 9 Ur x RA6' b' ivrdwweerpllna•u;amxpxna.e, nn pw,mnmw .avrlPa¢Ivp•m.aa�•emeen°Ivmm�.aW.e DATE: 7/13/23 9l 5)e"ar0•vm A•aMnaOPa+aaeWNWv1 rn,�, •W ] ] yY ] amarn '] nn•d:50mPmrnal.apr6•m<vr.lyr;mg,iym•bm.v 4MCII 6ND PAVE mm PII Or ORNMTwel9EJL90RGP Be1FC9wel;Akv VA W THE 03TOP ] as w•u Ourrmealw le u n�e..a sac e:.mn.[ 11EUOeOlfi1®SI0GN661:Na04AtI0R Nb Oe1fY,IQr MIaa74�E11H4r TK 1011'OIBq STATE @GDBItXA®4VA11Q1 amxa](Y,¢➢1'eaemmr� a u rlo.a pwrmr.mm m ss uaa,.lvrlmatvu'n.amn®Tename..avrmn•a.wu. JOB M 19-93 coermtTw c4mR9�i To ArrAGf�RMd=k W4FLIANGE C-ERITIGATE n w al.n a a a.mam.,wtnmrm..an[nTl vrn nm I0MV COW,ON 0155M DAYS • e•r aw.liuranvl'Liw:;er-- _ wal ❑tnerdnmm n mwmmueaw,amu•e:.e.mr.n]n'bn]N6r'naW >/a'.r menaana T.n,M sal a sT ryP.rnexsa 1]n•Imamm.rnnxndn:.ad,[..n w...sa..lmdrapcl 9lFULKfAN1Yr 6A41 D69�DAMJ v Srommmnlr.n]arlagoar. v mnaemanm r•eprnMWa p a a upnwwmD,P•sm.mw.✓m A-0....Na n lur-Sur m.»a G waem REVISIONS 1 B MODIFY STEPS 1 DOOR As A'6 2 A REQUIRED DUE TO CHANGE TO 3 A-6 CRAWL SPACE 6'-0 V2' I0L2 I/2' 8'-10 1/4' ``,, �. q 5 \ 6 _Q 7 VENTING CALCULATION e0 CRAWL SPACE AREA= &04 SQ.FT. CRAWL SPACE AREA/150 FOUNDATION FLOOD VENT 5 96 5Q.FT, EXISTING GARAGE SLAB I 90 FT= TO BE'SMART VENT' 10°POURED CONCRETE Q Lu_ SAW OUT EXISTING SLAB 4 INSTALL NEW 9 1/2'0 O (1)8"X 16'VENT= 0.8E SQ,FT. MODEL N 1540-510 DUAL FOUNDATION WALL �� ra T ' 6.022 VENTS REQ FUNCTION SMART VE4'r. DAMPROOFIN6 OR a C Q 3 LALLY COLUMN ON 90'X90'XI2 CONCRETE FOOTING w (TYPICAL) WATERPROOFING TO BOTTOM OF u. (5)os RE3ARs BOTH WAYS.WELD 9/4,PLATEs TO ® z �- S'X IV VENTS TO BE PeTOVID� i (�O u, EITHER SIDE OF EXISTING STEEL BEAM FOR WEB w ¢ x INSTALL CORNER STUD HOLD FOOTING(SEE CR055-sEGTION) I0• Z Z G STIFFENING(TYPICAL) * vorw A5 PER CODE,SEE (2)N5 RE3AR a rt�4 a z o a La K I POINT LOAD FROM ABOVE INSGYP�M BOARD ABOVE X DETAIL IM ON A-0.2 BOTTOM OF FOUNDATION '4° Q Q? .00 BOILER A5 PER CODE IF WALL ,I fAl - 3 O NOT PRESENT CONCRETE WASH g o :aw'(EW :b'-4'(EQ) !e'a'(EW t 8'a'!Eo) . (3)2"X 10°GIR ER /;/� (3)2•X 10"GIRDER �//��/ (3)2°X 10°GRDER ;%r//^ (3)2°X 10"GIRDER 2°x 4'KEY INSULATED ACCESS PANEL — —i/ — — — — YOUR;— — — 12'x 24°CONTINUOUS i r r c, G POURED CONCRETE FOOTING °- : _ 9 I/24)LALLY COLUMN ON 90°X30"XI2" NEW VERIFY EXALT LOCATION AIR HANDLER(SUSPEND FROM WITH(5)«5 KEBABS a 4 • W POURED CONCRETE POWATION r clO CONCRETE FOOTING W(9)55 REBARs = 24• WALL ON 12'x 24"CONTINUOUS FOOTWs I BOTH WAYS(TYPICAL) CEILING). W/(3)5 OAFS(TYPICAL) KITH OWNER 4 HVAG CONTRACTOR L—J CRAWL SPACE (SYSTEM TO BE M516NED BY OTHERS) �LL'NT°°REAreG' �A" &D �. ETAIL INSTALL CORNER STUD HOLD 2'CONCRETE SCREED COATOVER 6 MILDOWN AS PER LADE,SEE VAPOR BARRIER 12'm POURED CONCRETE SONO TUBE TO REST ON1DETAIL 49 ON A-02 N 4'-0'DEEP WITH ZVO x 12'DEEP SPREAD m 1 S'-0'x 9'-O"ACCESS FOOTING ON COMPACTED EARTH.INSTALL 1 1�2°=1�-O° EXISTWx FOUNDATION WALL •SIMPSON 9TRONG-TIE°#sPB44T POST TO 11_ TO REMAIN CONCRETE BRACKET(TYPICAL.) nuMm 12°x24'x8' V 3� i lcowA TE FOOTING a z F a 81 I y I a DOYM INTO EXISTING FOUNDATION a I I WALL USING 45 REBARS VERTICALLY a 4 o INSTALL NEW 5/8' 12'O G.(TYPICAL) v a a Y I i () 'D TYPE'X'GYPSUM NEW CRAWL SPACE W ® BOARD ABOVE BOILER 2'CONCRETE SCREED GOAT OVER 6 MIL x is o AS PER CODE IF NOT VAPOR BARRIER F N ; f";I F- u° x PRESENT 5 1/2'0 LALLY COLUMN ON SO'X50"XI2" r '-r CONCRETE FOOTING W(5)15 KEBABS m� G.I 12'x36'x8• y BOTH WAYS(TYPICAL) �CANAM FOOTING = C 3 4'BRICK s$�_ % ill/ SHELF LB _ _ ;f'%/ (3)2°X 30'GIRT J/%r�/ (3)2°X 10°GIRDER 1 dl V +v I b z Q @ (3)2°X 10°GIRDER r — 7J� — — O' I I V 2"x8"A.C.Q.DJ.®16°O.C.a 2"x8"A.C.Q.D.J.®16"O.C. a� a y VENTING CALCULATION NEW DECK ABOVE x x I 1 r7 Q 00 00 O ai V POURED CONCRETE FOIAIDATION WALL WITH BRICK 51 ElP ON a•XIa° L CRAWL SPACE AREA= 426 5Q.Fr. ; 4'GRAVEL/AGR v r CONTINUOUS FOOTING W/(2)5 BARS O CRAWL SPACE AREA/150 sQ Fr=2B4 W.FT. _ (TYPICAL) :r Z. ; (2)2"X 10"ACQ GIRDER ° mz ctR��� 12'xSb'xS' ,y ® N 8°X I6'VENT= 099 5Q FT. u �.�_• w..�_: I ;1 lGONGRETE F00T1N6 6 Fc�' j9 �/ f''T' 3.191 VENTS REQ I I �ti+ E l L ; C 8'X 16'VENTS TO BE PROVIDE) 4 i ® a I ) w— Yt L PROVIDE PREFABRICATED METAL L C7 O HIGH EFFICIENCY HOT WATER AREAWAY As RE(T1[RED (TYP) a x x I I S E P _ 1 2023 HEATER/BOILER TO BE ser�TED. N -- (HVAc SYSTEM TO BE DESIGNED BY .... - ------- --- -- - -- --------- Li -- I .-... ...;: .�.. (2)2°X 0"ACQ GIRDER '•.(2)2 CQG ".i x � N I �2 OTHERS) .. .. . — — — — -. - _ 2v � � °X10°A GIRDER, ° mj c�� Vi FOOTING �� 5'b' 5'-2 I/2' FOUNDATION FLOOD VENT TO 'SMART �\ I SO lift^uE)TOl°dil O VENT'MODE.N 1540-510 DUAL FUNCTION ——————— —————__ ,AR :I Board of Trustees SMART VENT.(TYPICAL) .� -------- -r-L --- �'�• 25'-11' a FOUNDATION PLAN WALL SYMBOL KEY 'CONC>�FOOTING cTi SG1LE:1�4"=1-0" EXISTING FOIJIVAI10NTOREMAIN B WTroee WWI°r�amerx�kCMRACMOR Off"COSLTnxrAs�eraupt�Dt�ARRB7r 51ffi LIST®SON NB S110GTLY r-0R Fl®L�IAM lRKAN6 01U1 ------- A-6 P T - PROPOSED CONCRETE FOUNDATION WALL FIRST FLOOR FOUNDATION PLAN EXISTING FIRST FLOOR:± 1,420 SQ.FT. (INCLUDES GARAGE) S 5' TO P CONTRACTOR TO PROVIDE PRIDE FOR NEW 9 TON HYDROWC ZONE FOR B4TIRE FIRST PROPOSED FIRST FLOOR ADDITION:±478 Io ————— FLOOR CONNECTED TO NEW BOILER 010AW W FT).AIR HANDLE2 TO BE LOCATED IN PROPOSED TOTAL FIRST FLOOR:±1,898 SQ.FT. INCHES ———__ EXISTING FOUNDATION TO BE REMOVED CRAW SPACE AREA A5 OAICATED 04 FLOOR FLAK DATE: 7/18/23 IL PROPOSED TYPICAL INTERIOR WALL CONTRA FLOOR PROPOSED SECOND FLOOR ADDITION:± 1,363 SQ.FT. CEILING HEIGHT CONTRACTOR TO PR zPR OVIDE PRIDE FOR NEW 3 TON HYDRONIG ZONE FOR EM1RE SECOND JOB x 19-93 O CARBON MONOXIDE DETECTOR FLOOR CONNECTED TO NEW BOILER(!IOAX CU FT).AIR HANDLER TO BE LOCATED IN ATTIC.(EXACT LOCATION TO BE DETERMINED) SMOKE DETECTOR A-1 :58'-4'(F�05nN5) REVISIONS EXISTING BILCO DOOR REPAIR/ 1 /i \ REPAINT AS REMIXED A-6 2 A / \ A-6 3 v \ / 4 V-r I4'-0' TT-11 /4'\\/ V-0 V2' 4 10'-2 V2' 540 114' 5 S 1-A 1-B 1-C 1•D 1-E 6 `yG�•_(- +- -21ASTER�"x10�H R- �O (3)2"xl HDR- -----f----1,� 7 x _ O ��.�_----�---- -(3)2"x10"HDR Q Ir - - 4- A _ fit 4 ———— ——1 Lj TILE FLOOR r i] i cTc I h = I 5V2' D _ w ).� iy_F sue. - I ._ _I- gam, wr 3 ZL4O 6i I !21'-T(E70SnN6) > o'J b i i -} '-- - - ---a'-0'$ -1--L._ ® I1-0' I� (i_ :-- - �- o HABITABLE BPALB yI I�GGS+ LU GARAGE I 5/4 HOUR FIRE RATED I - 5 I/2' � a --I-TILE-FLOOR---� - L' •+ AREA.23109P J DOOR ASSEMBLY WITH _ _ EXIST-SL.AB TO \ sELP CLOSER AS PER -!_i -i-.-'- I `, -- -� - •• �' e%LI6HT.IOJOi' 6D SP.ACTUAL. fir'I�,j REMAIN PATCH/REPAIR CODE I m 4%Vdtf.90D I S4 BP.AGNAL io I�p yg ® AS IR®.APPLY 5'O°X1'0"BARN DOOR- 'GROAN'•QTXE-lk 130 �I co '� a Rll5T ' EPDXY N POURED CONCRETE O Os0 C.FhI OR EQUAL) .. 0 _- ❑ 'r U 5NI FLOOR C.OAnN6 O6D m MASTER BEDROOM y 1-G p C6 La Z 5 STEPS IN 56'14I6H �j EXHAUST FAN ^Cn � 0� O � b � �F a /GI.EA�COAT. I R�eNS TO MEET D, o, DUCTED i �'+ K 3 a« I (3)13 4°x310-LVL(FLUSH) �b—>_ o d ' o o S Im Im G y----- -2 13 4°x 91 4"L.V.L, NEN STAIR AND 56' _ O / / • __,-__,_ BUR.TINBUREAU- - HANDRAIL TO MEET z PAR. d I lil ib;f i Rls TREADS 4w1 V2' I r4 •'! 7L2 vz.I m 7 1!?3=1 i ;ln': STAIR NOTE 5 I/2 1 GS' F I 5 V2' « BUR,TINBANQUETTE p O t. I m 2°x30'F.J.@16'O.0 -------------- ~ _ x '9 Elm61/2' OPEN TO 1_R J ® I INSTALL9 6'TYPE X 51/2' ABOVE I KITCHEN c '.� `, BREAKFAST it ~;�;% c. c1 GYPSUM BOARD ON ALL ACCFS9 HATCEi I n Y1ooD FLooR �' q •+ )ice .,r WOOD FLOOR q m - b I I WALLS 4 CEILING OF TO CRAWL 0 I^ c - - o- - u I I F SPACE NOT PRESENT.VERIFY NI SARA6E AS PER COVE 1 CLOSET ,e -v FIELD ____ ___________ I g V2' B B-6 V2' ————— ^ nl'y_Tii�l TALL y a CL'OSH 4' D ____________ ___ ______ ,! __ PANTRY i,�U II�,!I I l 51/2°x 91/4°P.S.L.(GRADE 2.OH)HDR __ — — L w/_c3oJwRsn-(eLusRr- — r -r- U _ _ _ _ OazP�� Ipi O ti� HSS4X4x1/4 STEEL COL ---- ------------ ------------- �5 i CONTINUOUS DOWN TO- nip ---- ---'--� -----------II Ez_ I i m � I k' b -- ---- y a --_ ,�--- TYPICAL STAIR 2' LZ' I m 5'q', .d i p I FOUNDATION ---- ---- --- , r ----- ----I I U ALL STAIR PARTS TO BE MANUFACTURED BY L.J.SMITH.OR - �� i -__2"xl�°A CQ Da•_@ 12°Q C,--___-- - APPROVED EQUAL.SUBMIT SAMPLE OF ALL PAR75 FOR APPROVAL ° 5 0' - ------ - ° BY OMER PRIOR TO ORDERING.MODE.NUMBERS SELOW ARE FOR 6 BIDDING PURPOSES ONLY. HANDRAIL=LJ-61100 -- 3 Gyi P05T=LJP-5410 COVERED re i BALUSTER=LJP-2°115 ICI¢, PORCH \Igb r -�- ALL ADDITIONAL STAIR PARTS,LANDIW FITTINSE,0005E NE0K5, I I�'� 1A, � � ci i i i i �I `l _ �_ ETC.TO BE INGLWED.SUBMIT SHOP DRAWItl55 FOR ALL STAIRS 1 I p _ -_COVERED-PORCH-_-_..__r,_ G v.^ HANDRAIL FOR ARCHITffiTS APPROVAL PRIOR TO INSTALLATION. I � v - o O� 1J--__--.__- _-TYPICAL C01 iP091_tE DECK-- -- z 2 ❑ =4 :: III P ` 1�, I` � Iai 'PENNSYLVANIA' .' ;' , i. ----- �r 7� xc�7 Q BWFSTONE \ " f 1� I i III I u: DINING` ? \':—�•i ' '\\--.._-- 7 3' PgITE COMPOSITE DECKPLATFORM WTH I I _ F_KvoD ;, % L "� 00 C{ __ __ _DEGKINS("IBEX'OR APPROVED E(UALU/36'HIGH W RE RAILING SYSTB4 BRIELAME WSE CIG RISERS/ '� ii! o LIVING WOOD FLOORROOM }--- r(tY'OR APPROVED EQUAL)(TO BE SELECTED BY OW82). BRICK TO BE'CAM --- ---- �— -- --------- - 6ERr MOM* TILE FLOOR(TO BE SELECTED)OVER'DITRA'WCOUPLWG MAT MANFACIURED BY W,14LUTER U SYSTB'18'(WSTALL AS PER MAMFAGIURFRS SPECIFICATIONS)OVER SUBFLOOR TYPICAL WOOD FLOOR A-6 „ c --- \` _L.�_ C]F4 x - \ -- - Ne.4 WOOD FLOOR TO BE 2 1/4"RED OAK(SELBOT OR BETTER)INSTALLED OVER RED I I bl I 1 — FQ-. - E4 \- a 0 ROSEN PAPER OVB2 5/4'Y.DX'PLYWOOD%IEATHING.FLOOR TO BE SCRAPED,SANDED, I N , I !----- __ -_---_- STAINED,SEALED,AND RECEIVE 5 GOATS POLY URETHANE.CREATE SAMPLE FOR 3 8_-AGE) " ! ! I �---' 5 VY -------- \-- -- - - ] G)5TOM1Lit APPROVAL PRIOR TO FIN5HIN5 m _-- (3)'2"x10°HDR (3)2°x10°HDR (3)2°x10°H n -(2)1-3J°x91�4°(FLUSH) _o(2)13T4"_X 9174"_(FLU V-V 91-2 LW I, EO 1_1 EQ 1_K 5'-2 1/2' ---- - - ---- -- ---`i i Q 181-9' AMVPILASTER �--- -------16'-0'- ---- ---- -- i 25Y1'(ADDITION) I 'AMC LOLIlM44,SEET"-^ FIRST FLOOR PLAN wa�LL SYMBOL KEY �raL•I ON A32 11 E—M EXISTING WALL TO REMAIN B #{ k SCALE:1/4'=1'-0° A-6 a 19 re� PROPOSED TYPICAL NEW WALL PIRSI'FLOORPLAN EXISTING FIRST FLOOR:t 1,420 SQ.FT. (INCLUDES GARAGE) 1' g' g' T -----_ S E P — 1 2023 �>� PROPOSED FIRST FLOOR ADDITION:t 478 10 ------= EXRBON WAN-TO BE REMOVED 4 INCHES CARBON MONOXIDE DETECTOR PROPOSED TOTAL FIRST FLOOR:f 1,898 SQ.FT. --,-FEET 0 � DATE: 7/18/23 PROPOSED SECOND FLOOR ADDITION:t 1,363 SQ.FT. CEILING HEIGHT 0 SMOKE D�TOR ' )os n 19 93 Sc41`drald To��rn Board of nl�fl'Ps A-2 REVISIONS 1 B A 453' 3 A-6 C I4'-101/2' IS'_p 10'4 3/4' V-9 9/4'SROAN' So 4 OR EQUAL)EMAUST P T AN=TEI;1 TO EXTERIOR r------- ------ 6 I r-- I I T LINEN 7 r �ATH 42 ii o TILE'FLODR-i VI'' nLEFLOOR 916' S'91/7- r t INII' Q G 5 '�� ` 9 V2' ' L__ -F j-�`I 9 V2' u BEDROOM#1 i m W m 50, 1,- - -i__!- c9 i ^b F� -1-i ii�l O 5 I/2° 'Y"�--` L) 'Y�_ _.;..,t WOOD FLOOR Im F O Q G 3 ° � N►slrnxr 'A- 4 6%u6HT.ls.44' 445P. x O W Z 1. 4%VENT•1.92' 22Fz a Y..z b L--_ - iv ATTIC PULL DOWN STIR TO BE Z I x 3'0"xb'8° 5 I ��-STAIR'M859 R-10 E'l K 9A'ER UR �' Q m N STAIRWAY.RE$L TO K4ANUFAGTURE3 n ROUSH OPENING ti-;''Til-''r,' fI�I�c�iI SPECIFICATIONS -Lv ATTIC __ 51/2=91/4°PS.L (FLUSH) DIh81510N5. v p I I 2-Q N - -- ------ a cl Ji I I 46S C1 „ /..._.,K Lj FAMILY ROOM iv OPEN TO O Y 0 HOOD FLOORBELO I I iy Ell 15'64 V2° N N 1V-0, DN 3)2"x10"HDR ----_--' 3 2"x10"HDR m r IL L__________________________ _____ L___________________________ __-__-__ __ V 51/2"x 91/4°P.S.L.(FLUSH) ,.., J i 4'-0. �0 G -- 2 I 2-H y.�-. �' W O 50 'a x m TYPICAL COMPOSITE DECK m - - -- - ------------ - O COMPOSITE DECKING('MW OR APPROVED EQUAL)4 36'HIGH WIRE RAILING SYSTEM F ek6B" f f:I!i4 I Ili .;, !!! -__-_--_-_` ----- -_-_ — _ W CFEEW'OR APPROVED EQUAL)(TO BE SELECTED BY OVA�it). ;'i' li,!'f I --- v - -----------.-.-_ ---------- F. o :. Ir; TILE FLOOR(TO BE SELECTED)OVER°DITRA'UNCOUPLM6 MAT MANUFACTURED BY W-ILLUTER -_----- _------- �1V��_ Y SYSTEMS'(INSTALL AS PER MANUFAGIURERS SPECIFICATIONS)OVER SUBFLOOR `y' 2°x l0"C.J.©16"O.C. 2°x 1D°C.J.®16°O.C. "' --- ------------ ------ r/ .0 v U b z v TYPICAL WOOD FLOOR a - --- - -----DHCK------iy ---- - v NEN WOOD FLOOR TO BE 2 1/4'RED OAK(SELECT OR BEI I INSTALLED OVER RED ix ------ ------------------' ----- - ROSEN PAPER OVER 3/4''CDX'PLYWOOD SHEATHINS.FLOOR TO BE SCRAPED,SANDED, BEDROOM#3 STAINED,SEALED,AND RECEIVE 3 GOATS POLY URETHANE.GREAT:SAMPLE FOR c `_-- , WOOD FLOOR x 2-K-- - ___ _ `� 3 G)5TOMER APPROVAL PRIOR TO FINISHING 'v BEDROOM-#2- -- -----,, a=r--, i.+ r/�a 5PMz! -�--—- — --`- - fl , !ram r7 Q co O G i QWOOD'FLOOR AREA•1T6G 9P. I -_-7�------------'------ - -'--- t+�' t^� E " TYPICAL STAIR ° I HABITABLE SPADE-i'• 1 j 8%USW-1406' 52 SA AONAL - __§----- !: G �1" Fw ALL STAIR PARTS TO BE MANUFACTURED BY L.J.SMITH.OR AREA.222D sP. -- V9ir•TO4' 26 9P.ACTUAL a - _-_^--_----- APPROVED EQUAL.SUBMIT SAMPLE OF ALL PARTS FOR APPROVAL 6%LISHr.R16' 92 sF. AL 4%VFNT.8B6' 2b sP. BY OWNER FRIOR TO ORDERING.MODEL NUMBERS BELOW ARE FOR 51/2, a i o BIDDING PURPOSES ONLY. C L-..11'4J/4--- -�I g •-i-�II 1/4�_ N 2-L-- 16,-0. -.------ E P - 1 2023 HANDRAIL-U-000 ----- POST.LJP-3910 ''' o - -- -- ----- ------- C7 O BALUSTER a 2-O 5,U2' ALL ADDITIONAL STAIR PARTS,LANDINGS FITTINGS,6005E NEGK5, _ ---a --_-------- --_--- - n ETC.TO BE INCLUDED.SUBMIT SHOP DRAWINGS FOR ALL STAIRS 42"x10"HDR 3 2°x10"HDR --- - ----- - HANDRAIL FOR ARCHITECTS APPROVAL PRIOR TO INSTALLATION. SO fiitUld TuNdtl Board Of?s!nfis Q IV-i' 9-2 U2' 0 SECOND FLOOR PLAN HALL SYMBOL KEY #AT TO OC SI1m/MOW BYWMOR#R/6=ORERMSY000ILTMVMIEaAIMBYRQDM CWARIFW,91g9 U57®�OW ARE 9TRK.TLY FGR Pl+B.PffiURT PRIfAtrs OILY) EXISTING WALL TO REMAIN B Flaw zoNe, SCALE:1/4"=1'-0" A6 CONTRACTOR TO PROVIDE PRIDE FOR P®"13 TON M'DRONIC ZONE FOR ENTIRE FIRST )� PROPOSED TYPICAL NE _ N WALL BOOR GOFPEGTEV TO N&1 BOILER(110,400 OU Fr).AIR HANDLER TO BE LOCATED IN SECOND FLOOR PLAN EXISTING FIRST FLOOR:± 1,420 SQ.FT. (INCLUDES GARAGE) I' s' S' T AW-SPACE AREA AS INDICATED ON FLOOR FLAN. PROPOSED FIRST FLOOR ADDITION:±478 la EXISTING WALL TO BE REMOVED CR 4 INCHES PROPOSED TOTAL FIRST FLOOR:±1,898 SQ.FT. �� O CARBON MONOXIDE DETECTOR CONTRALTOR TO PROVIDE PRIDE FOR N615 TON HY12RONIC ZONE FOR ENTIRE SECOND DATE; 7/18/23 so FLOOR CONNLEZTED TO N34 BOILER 010AW GU Fr).AIR HANDLER TO BE LOCATED IN PROPOSED SECOND FLOOR ADDITION:± 1,363 SQ.FT. CEILING HEIGHT O SMOKE DETECTOR ATIIc.UAGT LOCATION To BE DETERMINED) JOB# 19-93 A-3 REVISIONS ' 1 TYPICAL ASPHALT ROOF B A-6 2 A INSTALL ICE 4 WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 3 2'-0'INSIDE THE EXTERIOR WALL LINE AND ALL VALLEYS 4 HIPS A5 PER CODE,MANUFACTURERS SPECIFICATIONS 4 AS INDICATED 4 --- -------------------- ------------------------------------------------- -------------------------------------------- - t!1:.r - -- - - -- - - - - 7 ?y�5 r 1, a— „-gin. '®..�;•�r�-«z^:Xiz^IUDcs�-Y:�r.=, .:1--_:.. C� ___ —..�—_ S Yam.• �1Y 0 -- s - I _� - — --- I�I TYPICAL ASPHALT ROOF i TYPICAL GUTTER TO DRAIN TO / —l7PIGAL GUTTER- NEW DRY WELL SYSTEM,SEE I, -- TO DRAIN TO_ --- _ _ o CULATIONS \ 2.-.8-RR 16,OC; ' ,.:I I J _G4CGULAT10 CAL --------- I v � �__ —_-------_--__------_--_—Ll 3 _ oo O w TYPICAL METAL ROOF i �! I' -=--------- ----- --- cI'' -------_— ---- — —--— — — ► I: S E P q 2023 u O klll� I' �f i.l 1• II —�--'— --_ __-- C ,.+t-nt.t [L��7 Tc:aiz Boa T(iS'LCES A �O ROOF PLAN TYPICAL METAL ROOF 5TANDIN6 SEAM ALUMINUM ROOF(COLOR TO BE SELECTED,fJIBMIT SAMPL.FJ OVER ICE 4 WATER SHIELD(ENTIRE ROOF)OVER 50#BUILDING FELT OVER 5/8'COX B PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAN). SCALE;1/4"=1'-0" A-6 TYPICAL ASPHALT ROOF- ROOF FLOOR PLAN EXISTING FIRST FLOOR:t 1,420 SQ.FT. (INCLUDES GARAGE) I' v g' T' NEW ASPHALT ROOFING TO BE°GAF°TIMBERLINE HD2 SHINGLES''WILLIAMSSM PROPOSED FIRST FLOOR ADDITION:t 478 ,o SLATE'(OR APPROVED EQUAL,SUBMIT SAMPLE)OVER 50 a EUILDING FELT ovER PROPOSED TOTAL FIRST FLOOR:t 1,898 S FT. 4 INCHES 5/5,GDX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAN). INSTALL ICE 4 Q FEET' WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0'INSIDE THE DATE: 7/18/23 PROPOSED SECOND FLOOR ADDITION:t 1,363 SQ.FT. CEILING HEIGHT EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,4 AS INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET GORE.HEAVE IN ALL VALLEYS TO CONGEAL FLASHING. JOB 19-93 A-4 ENTIRE ROOF AREA+DECK REVISIONS ROOF WATER CALCULATIONS 1 DESIGN FOR A STOR4 DRAIN SYSTEM SEWING A ROOF AREA OF:24g9 sq ft z VOLUME REQUIRED(5"RAINFALL INSTALL ICE t WATEFtt SHIELD FROM THE 624.15 CU FT (1)6'-0"0 X 4'-O'H STORM DRAIN RING= 166A CU FT EAVES EDGE TO A POINT AT LEAST 2'-0' 3 STOW DRAIN PJN65 FMIRED(VOLM RTfd,lIREDA66.g9 3.10 RIMS REG INSIDE THE EXTERIOR WALL LINE AND ALL STOW IMNN WNSS TO BE PROVIDED 14 VALLEYS t HIPS AS PER CODE, 4 REFER TO SITE PLAN FOR LOCATION OF DRYPELLS I MANUFACTURERS SPECIFICATIONS t AS INDICATED 5 ALL UNDERGROUND PIPING SHALL BE 8" SIMPSON STRONG-TIE#SMT512(14 100 NAILS) 6 DIAMETER OR LARGER(8"MIN)FOR ALL INSTALL STRAP AT EVERY RAFTER TO STUD / 7 DRIVEWAY INLETS/DRAINS&6"DIAMETER(MIN) CONNECTION FOR ALL ROOF LEADERS.ALL PIPING TO BE"S.D.R. 35 SEWER PIPE"(TYPICAL) 8 12 PROVIDE SOLID CONCRETE COVER&DOME Q Q TYPICAL NEW ROOF C3 GRADE LEAD COATED GOP DRIP EDGE t Q W?r PTTC I—III—' ICI— STORM DRAIN RINGS TYPICAL GUTTER a 2 C _8 0 OR LARD COLLAR MATERIAL, Z? - ---_ ER S,D,R.a5 ss... ---- MIN, I- S/4'X 6"AA�C FASGA CCy SEE NOTE BELOW I'0' G II-1iT-- --------.' _—, I=1If NOTE:COLLAR MATERIAL 'AZE'BEAD BOARD SOFFIT OVER 1/2" S G /�I=� 11111 SHALL BE COMPRISED OF SAND PLYWOOD CCC I =11 -1—I &GRAVEL FILTER MATERIAL III-�_ CONTAINING LESS THAN 15% 'AZE'5"GROWN OAZM-47 �1 ` JT _r f}7 0 I -1 STORM DRAIN RI14 -� FINE SAND,SILT,CLAY&V DIA. I , € E• it �=--� S I I—III— I -Li l tf H 1111/111 GRAVEL(SILT&CLAY TYPICAL EXTERIOR WALL I' LM =1 I I FRACTIONS ARE NOT TO EXCEED O u=1TI i u `® ISEP 2023I—III 1f °L A.`rw o II ICI MIiN. ® ® ® ® ® ® ® MIN. �7—I I ( f �.�•. ,` . �� DETAIL �I GROUNDWATER SGi�)iplC f6WT6 III—III I SCALE:11/2"=1'-0" Board Ci lms(ees —III— pz 4 z 11=1 —I —I 1=11 NOTE:BOTTOM OF ALL ON SHEET A-5,3 SEE DETAIL#1 y 4i0101 S'° I=III- DRYWELL'S MUST HAVE V III=III= SEE CALCULATIONS =_-_ V-0"PENETRATIONINTO -- = ___=-_'__---- --_--_—_----_-_--_-_- __--- --_-__------_._ I=111=III— =L=1I1=' RATE ABLE MATERIAL =1I1=1I1=III = — — =1I I—TI=1I I Is F —==I 1=1T1=11 I_I —L—I 11=1 11=I —L=1 I 1=1—I 1 I=1J1—=11 f=J I 1=1 1=1 U 1=III-11--_�-11I=Lu=j1-III=11�=1-11i 11=1 = - ------- -- --- - ----- ---_-------- --�- ----- -_�_-__- -_- t r — D E T A I L @ TYPICAL DRYWELL NOT TO SCALE ------ - --- ------ ------ —, U bz rrPlcALwnvow'A; _-- t _-- a -_-_ DETAIL 02 ON � TYPICAL EXTERIOR WALL-HARDIE PLANK SIDING - --------- - --—_— ---- Q 00 O W HARDIE PLANK LAP SIDING-T'EXF05URE(PRIMED)OVER SUJE9KIN'"00 ------ — -- —- SELF-ADHERW MEMBRANE OVER 5/6"WX'PLYWOOD SHEATHING OVER 2'X6'STUD —--- WALL.FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH -----8p ------ `„ WITH 5/6"GYPSUM BOARD.GYPSUM BOARD TO BE%REHED,TAPED,SPAGKLED(3 ----- ---- COATS),t SANDED,READY FOR PAINT.ALL CORNER BOARDS TO BE 5/4"X 6° 'AZ6C'.SIDING t TRIM TO BE PAINTED WITH'BENJAMIN MOORE"'MOORSARD' (COLOR TO BE SELECTED BY OWNER) - 2- -- ii 4 II j ! u TYPICAL METAL ROOF 110 TYPICAL METAL ROOF II j II it I' ;I u 0 �O STANDING SEAM ALUMINUM ROOF(DOLOR TO BE SELECTED,SUBMIT SAMPLE)OVER - �3 ICE t WATER SHIELD(INTIRE ROOF)OVER 30t BUILDING FELT OVER 5/6'GDX {zt PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAN). z TYPICAL ASPHALT ROOF- NEK ASPHALT ROOFIN6 TO BE'6AF''TIMBERLINE HDZ SHINGLES''WILLIAMSBUR6 SLATE"(OR APPROVED EQUAL,f.�IBMIT SAMPLE)OVER 50#BUILDING FELT OVER I I I i ! I ! t ! I 1 P'ti 'AREA'COL'm SEE 5/6'COX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAN). INSTALL ICE t ! I G I , WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0'INSIDE THE DETAIL MI ON A 5s EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,t AS INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET CODE.PEAVE IN ALL VALLEYS TO CONGEAL FLASHING. I I I l I i j I III 1 1 I -p - 1-N TYPICAL COMPOSITE DECK 1 R -- i' --C-r_+' -„_`5: COMPOSITE DECKING('TRISV OR APPROVED EQUAL)t 56'HIGH WIRE RAILING SYSTEM - -��a� �� -_, (T E3EY'OR APPROVED EQUAQ(TO BE SELECTED BY aliNER). - - -) - T L; r"`- - '"---1Z EXTERIOR ELEVATIONS I ! ! t t WEST ELEVATION T,�I�AL F T`�'^R Wn,t - 'PEIA5YLVANIA'BLUE5TOmWICK PLATFORM HARDIE FLANK SIDING NTH FLnHE® t W`-�• DATE: 7/18/73 BRICK TO BE'Ed.@16ERY'HbD6.l SCALEI/4'=1'-0" 59DD JOB 19-93 A-5.1 REVISIONS WINDOW&EXTERIOR DOOR SCHEDULE-FIRST FLOOR 7/14/2023 UNIT LOCATION SIZE IUPM#14a11TD MANUFACTURER STYLE MODEL# HARDWARE FINISH I TEMPERED NOTES I 1-A Garage 2'-6"x4'-1" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW24320 WHITE 1•8 Garage 21-6"x4'-1" ANDERSEN 400 SERIESTILTWASH DOUBLE HUNG WINDOW TW24310 WHITE 2 1-C Master Bathroom 3'-2"x S'•5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x I-D Master Bedroom X-20x5'-5" ANDERSEN 4DO SERIESTILTWASH DOUBLE HUNG WINDOW TW3G52 WHITE 3 1-E Master Bedroom 3'-2',,S'-5° ANDERSEN 4DO SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE 14 Master Bedroom 3'-2"x5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE 4 1•G Master Bedroom 3'-2"xS'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE TH Breakst room 414"x5'-0" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG PICTURE DHP42420 1•I IBeakstm. 11'-10°x6'•11' ANDERSEN ASERIESFRENCHWOOD GLIDING PATIO DOORS FWGDIII0611.3 WHITE 5 1-1 Dlning room 11'-10'x B-11' ANDERSEN ASERIES FRENCHWOOD GLIDING PATIO DOORS FWGD11106114 WHITE 1-K Dining room 3'-2°x 5.5' ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE 6 1-1. Living Room 4'4°x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG PICTURE DHP4252 TYPICAL EXTERIOR HALL-HARDIE PLANK SIDING 1-M Uving Room 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE HARDIE PLANK LAP SIDING-,is EKP05URE(PRIMED)OVER'BLUESKIN'"DO 7 1-N UVIng Room 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE SELF-ADH6IED MEMBRANE OVER 5/6°'GDX'PLYWOOD SHEATHING OVER 2'X6'STUD 1-0 UWng Room 3'-0"x S'•0" ANDERSEN NANTU400 KEES T COLLACTIONESH TRANCELE H WINDOW TW3052 WHITE WALL.FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH 1•P Living Roam 3'-0°x4l ANDERSN NANTUCKETILTWAI DOUBLE DOOR 7754 FP TBD % I.Q. Garage 2'-6"x4'-1" ANDERSEN I.MEN DOUBLEHUNG WINDOW 1W24310 WHITE WITH 5/6'GYPSUM BOARD.GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED(B 1•R Garage 9'-0"xB'-0" CLOPAY CANYONRIDGECARRIAGEHOUSEOVERHEADDOOR DESIGNII BIACKFAUXHRDWft W/REC13 WINDOW OPTION (WATS),$SANDED,READY FOR PAINT.ALL CORNER BOARDS TO BE 5/4'X 6" a+ 1-S Geroge 9'.0"x9--0" CLOPAY ICANYON RIDGE CARRIAGE HOUSE OVERHEAD DOOR IDESIGN22 IBLACKFAUXHRDWR I W1 REC13 WINDOW OPTION 'AZBC.$IDIN6 4 TRIM TO BE PAINTED WITH°BENJAMIN MOORE'vMOORSAADo Q S (COLOR TO BE SELECTED BY OWNS Ifl WINDOW&EXTERIOR DOOR SCHEDULE-SECOND FLOOR 7/14/2023 t p R 3 TYPICAL METAL ROOF UNIT LOCATION SIZE IAry c—TO MANUFACTURER STYLE MODEL# HARDWAREFINISH TEMPERED NOTES I� O STANDINS SEAM ALUMINUM ROOF(DOLOR TO BE SELECTED,SUBMIT SAMPLE)OVER z o F bA Bathroom#2 2'-1'x2.5' ANDERSEN 400 SERIES CASEMENT WINDOW C125 WHITE % Z 2•B Bathra4m#1 2'-1°x2-5' ANDERSEN 4005ERIESCASEMENTWINDOW C325 WHITE X ICE 4 WATER SHIELD(ENTIRE ROOF)OVER 50#BUILDING FELT OVER 5/6°GDX Z Q M In Z 2-C Bedroom#1 4'-1"x 2'-5" _ ANDERSEN 4DO SERIES AWNING WINDOW AW41 WHITE PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE FLAW. F C Z 2•D bedroom#2 31-2°x56.5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE X L.I CCa Q 2-E Bedroom#1 3'-2"xS'•5° ANDERSEN 40D SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x TYPICAL ASPHALT ROOF- Q $ 2•F Family Room 31-2'xS'•S- ANDERSEN 4DO SERIESTWTWASH DOUBLE HUNG WINDOW TW3052 WHITE X NEW ASPHALT ROOFING TO BE'GAFO'TIMBERLINE HOZ$HINiSLE$'•WILLIAMeSBURIS 2-6 Family Room 3'-2o is T-5' ANDERSEN 4005ERIESTILTWASH DOUBLE HUNG WINDOW TW3052 WHITE % ��- `-� LL Q Q 2-H Family Room 3'-2"x5'-5" ANDERSEN 4DO SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE X $I-p°TE'(OR APPROVED EQUAL-,SUBMIT SAMPLE)OVER SO»BJILDIN6 FELT OVER r� f„r, �� g-_-1 I 2•I FamltyRoom 3'-2"xS'.5" ANDERSEN 400SERIESTILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x 5/6'GDX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAN). INSTALL ICE 4 !q 24 Family Room Vvx6'-10" ANDERSEN 4DO SERIES HINGED INSWING PATIO DOOR FWH31611AR WHITE x WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0'INSIDE THE i� �' 2•K Bedroom#3 3'.2"xSIS' ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE X EXIERIOR HALT.LINE AND AT ALL VALLEYS,HIPS,4 AS INDICATED ON ROOF PLAN 2-L Bedroom#3 3'-2"x 5'-52 ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x AND AS REQUIRED TO MEET GORE.WEAVE IN ALL VALLEYS TO CONGEAL FLASHING. 2-M Bedroom#3 3'-Px5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3D52 WHITE % 2•N Bedroom#2 3'•2"x15" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNGWINDOW TW3052 WHITE x TYPICAL WMPX21MDECK 'OR APPROVED ED Eli J/�4 56'H16H WIRE RAILING SYSTEM I51 SEP e I 2023 2-0 Bedroom#2 3'- x 5'-S' ANDERSEN 400 SERIES DOUBLE HUNG WINDOW TW3052 WHITE % ('11iEX° ' 2-P Bedrocm 02 3'-2w is V-5' ANDERSEN 4005ERIESTILTWASH DOUBLE HUNG WINDOW TW3052 WHITE % COMPOSITE DECKING . I k = Z 2•q Atti, S'-2"x3 ANDERSEN 400SERIES CASEMENTWINDOWS [N33 WHITE CFEENEr OR APPROVED EWAQ(O BE SELECTED BY OHM. { 6y Y 0 2-R Garage attic 2'-1'x2.5° ANDERSEN 4005ERIE5 CASEMENT WINDOW C325 WHITE EXTERIOR DOOR 4 WINDOW GENERAL NOTE$r I SQafTi of TLlS:-2S I. WINDOWS TO BE'ANDERSEN"'400"SERIES' ALL GLAZING TO BE HIGH PERFORMANCE LOW-E4. 16%24'DEGORAIIVE LOUVER FULL DIVIDED LITE WITH SPACER TOP/BOTTOM.7/6'MUNITN BAR DIVISIONS AS PER ELEVATIONS. VENT TO BE rfFON'MODE.# 2. DOORS TO BE°ANDERSEN''A'SERIES%ALL GLAZING TO BE HIGH FERFORMANGE LOW-E4.FULL LVN616XZ4 DIVIDED LITE WITH SPACER TOP/BOTTOM.7/6"MJNITN BAR DIVISIONS AS PER ELEVATIONS. 6 S. ALL WINDOWS�4 DOORS TO HAVE K41TE HARDWARE OR AS SELECTED BY OWNEZ 4. ALL GLAD DOORS AND WINDOWS TO BE WHITE.ALL SCREENS IN WINDOWS TO BE'TRUSGENE'- 'AZEC'5/4'x 4'CASINO } OHM,$GREENS IN DOORS TO BE STANDARD MESH-WHITE _ U , 5. HEIGHTS AND WIDTH$LISTED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING _—_ __ =--_-= _ - —-- =--__--__--——__—=— `=—____ --- _. a z F.- 0 ROLKHPENINGS. -- — -- -- —— -- — — — ------ — -- - ----_=.---- O CW lYPIGAL A5PHALT#.00P ---- _ -- __-- _-96'HIGH I^ORERAILING-SY5T9A- - _ — �" u LYEEt?El"-ORBP.PRO°/9Dl�IUAU_ FLASHING(TYPICAL) G/ 4 CAPITAL (GUT)'AZEK' _ -- _ —-- q v. �—---- — — — .' _ Z V 'AZ%'0 AZM-105 5/4° ——_---- _:----:_--_-- a 2 QUARTER ROUND IYPIGAL-iViNo�°{°A'� p"'Q o0 o ki 5/4'x 6''AZEK'SHAFT — _— ---- ---- ray DEFAIL a2 ON A 5 - `2.i I• —_-- -_— 2-H - --` --- -- ----HARDIE 5/4'x 6''AZEK'SHAFTPr 12 � T+ 5/4'x 6''AWV BASE L-— WITH BEVELED EDGE on DETAIL - -- - _r` --_ __- C4UM ME —�I�ONA3Z --PILASTER � .• - - a� q�- w:oor� � o a ,AZEIV -1-0- -. •I DETAIL 01 ON A-5.2 aI EXTERIORELEVATTONS I I I I I I I 'PB'PlraYLVANIA'BWESTONE PLATFORM TYPICAL EXIBRIOR HALL- DATE: 7/18/23 SOUTH E L E V A T I O N I EDSE 4 BRICK RI9Eii5. HARDIE PLANK SIDINs TYPICAL COMPOSITE DECK BRICK TO BE TAEN saw MODEL» 53IDD JOB# 19.93 SCALE 1/4°=IW A-5.2 REVISIONS 3 top AZEK'3'GROWN#AZM32 W/ 4 AO 1/2'x 2°'AZEK'GAP 0/2'OVERMANS) 5 AZE:'5/4°x b'HEAD GASINS 6 'AZEK'5/4'x 4"SIDE 7 'AZEK'RAKE 4AZM-281 I'X b°'AZEW RAKE BOARD WINDOW SEE SCHEDULE LIE Q g W AZEK'51/2'BED MOULDINS m W 5 #AZM-28 ti -�z J: Q I°X b''AZE'RAKE BOARD / 'AZEK'HISTORIC SILL MAZM-6930 t�w O <- 3 AZM-2I IN6LEMOIlLD TYPICAL WINDOW "A" dotau+�°z NAZM-mo �� wrEER SCALE:l/z V-o" s• 5e o�d 3/4'X b° 'AZEC'FASCIA 'AZEK'5/4'x 4'HEAD GASINS j AZEK'5/4'x 4°SIDE GASINS AZEK'5•GROWN OAZM-41 WINDOW,SEE SCHEDULE 5/4°X 10°'AZEK'FRIEZE BOARD - 'AZEK'HISTORIC SILL MAZM-6930 11FUH I 1 DETAIL TYPICAL WINDOW "B" I�I �s SCALE:11/2"=1'-0" I ?VERrTn scAtE:i/z^=r-a° Q BE rfPM MODELS LVN916X24 DETAIL o z 'AZEC 5/4'x 4'GA51" O d a' SEE DETAIL#1 _ ___ ---------- ---_— --_---_-_`—'—__-_ --... --_-.. ._ ON SHEET A-5.3 V W __-- -- -—- -___-_ ------_----= ----_-- -_----=------ —12_-_ - — TYPICAL EXTERIOR WALL-MARDIE PLANK SIDINS o .TYPICAL-A5PHALT_ROOE` —_z-_ _____= --==b F' v ------- ----- ---- ------ ------ ---- -- ---- - HARDIE PLANK LAP SIDINS-i,EXP05URE(PRIb1ED)OVER.BWESKIN'#/Pioo _ -_-- — _ — ''-- - -- -_—__—_ - -_-- SELF-ADHERED MEMBRANE OVER 5/6'YAX'PLYWOOD SHEATHINS OVER 2'Xb'STUD o WALL.FILL WALL CAVITIES WITH INSULATION A5 SPECIFIED ON SECTIONS AND FINISH z_ 0j>+ ---- — _— --=_— - WITH 5/8°SYPaM BOARD.ISYM M BOARD TO BE SCREWED,TAPED,SPAGKLID(3 U z COATS),t SANDED,READ RN Y FOR PAINT.ALL CORNER BOARDS TO BE 5/4'X b° _---= ---_ -=_ - -- _ --=- ------- 1 'AMV.SIDINS 4 TRIM TO BE PAINTED WITH TENJAMIN MOORE''MOORSARD° (COLOR TO BE SELECT BY OWNER) &SELECTED TYPICAL WINDOW'B'90 -" -" --- MAIL 02 ON A-SS � TYPICAL METAL ROOF �Q 3 Q al STANDING SEAM ALUMINUM ROOF(COLOR To BE SELECTED,SUBMIT SAM"OVER ICE 4 WATER SHIELD(ENTIRE ROOF)OVER 304 EIILDINS FELT OVER 5/8'GDX PLYWOOD 5HEATHIN15 OVER ROOF RAFTERS(SEE P(AKI. ��' 2•L', 2-K - -- '' r TYPICAL ASPHALT ROOF- --- NEW ASPHALT ROOFINS TO BE'OAP-TIMBERLINE HDZ SHINSLES''WILLIAM9BUR6 a --- - - = E SLATE'(OR APPROVED EQUAL,SUBMIT SAMPLE)OVER 30#BUILDINS FELT OVER DID'COX PLYWOOD SHEATHINS OVER ROOF RAFTERS(SE:". INSTALL ICE 4 q WATER SHIELD FROM THE EAVES EDSE TO A POINT AT LEAST 2'-0'INSIDE THE u O EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,4 AS INDICATED ON ROOF PLAN F� 9 Fl AND AS REQUIRED TO MEET GODS.WEAVE IN ALL VALLEY'S TO CONGEAL F ASHNS. TYPICAL COMPOSITE DECK " -------- _--- - - COMPOSITE DEMNS('TRE)'OR APPROVED EX AL)4 56'HISH WIRE RAILINS SYSTEM Q 4 g n CFEENEY'OR APPROVED EGUAL)(TO BE SELECTED BY OWI�. O Ldl ti J ` E -- — ---— DETAIL Z 01 N A 5�3 'G P 'F .`) 1 I M I E aERIOR ELEVAUONS I Li SEP — 1 2023 DATE: 7/18/23 I I I 1 I I Ivi BMWI ¢ EOE# 19.93 EAST ELEVATION 4 RE--PAINT T AS DOOR REPAIR L - oard,Sout fl-TOi'p d RE PAINT A5 REQUIRED Board of-Tr�stses R SALE I/4'=1W A-5■3 • ROOF 471TNT VVENT ROOF ` TYPICAL EXTERIOR WALL-HARDIE FLANK SIDING 1 REVISIONS BATHROOM#2 I BATHROOM#1 HARDIE PLANK LAP SIDING-T'EXPOSURE(PRIMED)OVER'BLUESKIN'OVPIOO SELF-ADHERED MEMBRANE OVER 5/6°'GDX'PLYWOOD SHEATHING OVER 2°Xb'STUD 2 JJ HALL.FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH 3'Ji WITH 5/6'GYPSUM BOARD.GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED(S 3 _ _ GOATS),4 SANDED,READY FOR PAINT.ALL CORNER BOARDS TO BE 5/W X 6' -T2-- r T 1-_pr---, 'ABC'.SIDING/TRIM TO BE PAINTED WITH'BENJAMIN MOORE''MOORGARD° 4 I Z4 I (COLOR TO BE SELECITED BY OHN9R S 11/2. I2. 1/2° i 11/l 21 11/? I I I I TYPICAL METAL ROOF 6 STANDING SEAM ALUMINUM ROOF(DOLOR TO BE SELECTED,SUBMIT SAMPLE)OVER W.G SINK SWK W.C. ICE 4 WATER SHIELD(ENTIRE ROOF)OVER SOP BUILDING FELT OVER SW COX 7 SHMM I SHOWER PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAN). SECOND FLOOR SECOND FLOOR 2' 4' y 2e I 4' 2' TYPICAL ASPHALT ROOF- NEW ASPHALT ROOFING TO BE'GAF"TIMBERLINE HD2 SHINGLES"WILLIAMSSURG 3Q C.O. SLATE'(OR APPROVED EQUAL,SUBMIT SAMPLE)OVER 50 N BUILDING FELT OVER 4' 4' 5/6'COX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE FLAK). INSTALL ICE 4 5 DRY I DRAEI DRAW HATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0'INSIDE THE .I >' EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,/AS INDICATED ON ROOF PLAN C Q¢p 3 AND AS REQUIRED TO MEET CODE.HEAVE IN ALL VALLEYS TO CONGEAL FLASHING. U. µ 4'VEM ROOF 4'VENT ROOF r 4'VENT ROOF 4�=4'YENT ROOF TYPICAL COMPOSITE DECK Z O a p;2 I I I I COMPOSITE DECKING CTREX'OR APPROVED EQUAL)4 36'H16H WIRE RAILING SYSTEM F z 2p MASTER BATHROOM I I I PFEENEY'OR APPROVED EQUAL)(TO BE SELECTED BY OWNER). 3 g Q p �-3• 3• LAUNDRY 3.2 POWDER ROOM 1-13 KITCHEN � Yj 11/2'I I 11/2 i I I IJ7 2,i I 11/2� I SWK I I I SIN I w.c I I � 2. y I SHOWER I WASHER D.W. L . FIRSFFLOOR FIRSTFLOOR FIRSIFLOOR 6�y w O 2' 9' 2' I 2' I T 4° I 2° CO. // C.O. 4 C.O. 4 i 4' L.O. DRAW I 4'DRAW DRAW I DRAW J I DRAW I DRAW I I DRAIN I PURPLE PRIMER TO BE USED ON ALL PVC 8 S PLUMBING RISER DIAGRAM ALL FIXTURES TO DRAIN TO NEW SANITARY SYSTEM JOINT CONNECTIONS As REQUIRED BY THE (DESIGNED BY OTHERS) 2019 INTERNATIONAL BUILDING CODE FOR 14 V �y > 2 FAMILY DHEILINSS"003.4?J SCALE:N.TS. O d z[-:a P+ _- _ - - -- -- --- - _--_-_--_ eTYPIGAL-A9FHA1T-ROOF- --- -_-- - -_ -'--_-_—---_-_-____ -'-_--_--_- _- ��' Im ---- "- -- ---- ----- ---------- ------ ---- --- -'----- --'-------_ ----- ------ U 'O Z rj O w 7= ��ltfl 1 EEO 2-C 2-B p.A -_--�-nrL,AL:A�fF1ALT-ROOF"'m_'- Lis 00 023�vF17 , TYPICWINDOW'A'SEEDETAIL112 NVA$9 � �, BoHrd of Ttu�ees 1-B 1-A 1-E 1-D 1-C EXTERIOR ELEVATIONS _ - DATE: 7/18/23 NORTH ELEVATION EXISTING BILLo DOOR REPAIR JOB N 19-93 4 RE-PAINT A5 REQUIRED A-5.4 ° TYPICAL E)=OR WALL-HARDIE PLANK SIDING HURRICANE STRAPPING SEE REVISIONS HARDIE PLANK LAP SIDING-T'EXPOSURE(PRIMED)OVER 13LUESKIN'#VPI00 TYPICAL ASPHALT ROOF- DETAIL#4 ON SHEET A-o.2 , RAPIER TO WALL SELF-ADHERED MEMBRANE OVER 5/6''GDX'PLYWOOD SHEATHING OVER 2'X6'STUD NEW ASPHALT ROOFING TO BE'GAF'TIMBERLINE HDZ SHINGLES'°WILLIAM5BUR6 I I HURRICANE STRAPPING SEE 1 WALL.FILL WALL CAVITIES WITH INSULA11ON AS SPECIFIED ON SECTIONS AND FINISH SLATE,(OR APPROVED EMAL,SUBMIT SAMPLE)OVER 50#BUILDING FELT OVER I. � rl DETAIL#6 ON SHEET A-0.2 2 WITH 5/6"GYPSUM BOARD.GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKL ED(3 5/6"CDX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE FLAN). INSTALL ICE 4 - COATS),4 SANDED,READY FOR PAINT.ALL CORNER BOARDS TO BE 5/4"X 6' WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0'INSIDE THE R-30 BATT !1'{`}L____ F,'" 3 AZEK'.SIDING 4 TRIM TO BE PAINTED WITH'aaUAMIN MOORE''MOORSARD' EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,4 AS INDICATED ON ROOF PLAN INSULATION (COLOR TO BE SELECTED BY OWNER) AND AS REQUIRED TO MEET CODE WEAVE IN ALL VALLEYS TO CONGEAL FLASHING. ;�;$q,•• f'; 4 TYPICAL COMPOSITE DECK TYPICAL METAL ROOF ,•-ti U AMC '.�:,. 5 COMPOSITE DECKING(`TREX°OR APPROVED EMAd.)4 36'HIGH WIRE RAILING SYSTEM 12 ( STANDING SEAM ALUMINUM ROOF(DOLOR TO BE SELECTED,SUBMIT SAMPLE)OVER °FffIP�Y'OR APPROVED 66IUALJ(TO BE SELECTED BY I/2"PLYWOOD SUBFLOOR OYAIBy, _ ICE 4 WATER SHIELD(ENTIRE ROOF)OVER 304 BUILDING FELT OVER 5/6'GDX B� +', .-t,"._ 6 PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAN). �.,' ` (- __ y I� L -`I--J LG TYPICAL ASFWALr ROOF I� `{g�xy� ULATION � I2 R-19 BATT INS W/ I I h� 8 L_ PICTURE FRAME&TOP C z J Q a 1 T� PL TE AIR SEALING ; Y, a W 3 FAMILY ROOM BEDROOM #1 G LL A711C TYPICAL GQI IF 11f WOOD FLOOR c HURRICANE TO FLOOR Z Z Q WOOD FLOOR HURRICANE Q a LG,Z rFy STRAPPING SEE F Q C z v DETAIL#4 ON Q4 F t Z- IQ"FLYWOOD SUMOOR r { SHEET A-0.2 lS g SL y�Y I. 1t�':�i'�Y\.\(`4',.`\'•n,' Yvti ,�i+�y� • •.,U J•.,h,,•A/'.lh' \�',�Y:v,e.+-�t'.1.., h't'-' I 5� Q�C WOOD POST TO FILL VOID W/ L_ __J CEILING JOISTS A5 PER PLAN HEADER HURRICANE ROXUL' j. STRAPPING,SEE INSULATION t •l' - SO TYPE'V GYPSUM BOARD ALL WALLS } DETAIL#5 ON SHEET MASTER BEDROOM I Y 4 CEILING OF GARAGE A-0.2 _ WOOD FLOOR STUD LATE TO m WOODBRE FLOOR HURRICANfi WOOD FLOOR FIRE BLOCKING(CATS CUT)AT ►, MIDSPAN OF ALL WALLS(TYPICAL) STRAPPING,SEE FIRE BLOCKING(CATS CUT)PI GARAGE I DETAIL#1 ON { MIDSPAN OF ALL WALLS(TYPICAL) TYPICAL COMPOSITE I sxfifiT A-o.z 'r4+ EXISTING SLAB TO DECK R-33 BATT r REMAIN.PATGN 4 REPAIR INSULATION AS REQUIRE).APPLY >_ f WALL TO FOUNDATION RUST-OLEUK'EPDXY I ----- ----------— ------I I SHIELD'FLOOR COATING r +l \: 'FAT 1,+r h�./ \+,4?• •.;1; .t,^4 \+4 '\;'I;..',`.= I STRAPPING,SEE DETAIL 4 CLEAR COAT. I n CRAWL SPACE MPER''05 VAPOR BARRIER' FILL IN TO CREATE GRAPH.SPACE 63 MIL L.A.- J ---- 2'CONCRETE REED GOAT OVER 6 MIL VAPOR BARRIER I PROVIDE 9/816 ANCHOR BOLTS y I I _ _ _ •45"OL.MAX,11-0'FROM 1�1 V N HURRICANE STRAPPING sEe I EACH CORZIR NO LESS THAN 2 �1 z DETAIL k4 ON SHEET A-0.2 •,r!` I -t�':�--r ' , •' '"•" '� O a _J On ' ..hsSHALL ELXTEND A MN M OF 1')R-30 GATT5 .�.., INTO CONCRETE(TYPICAL) INSATION 'ta�4 C{- Si� �E.�" _. �ti.i23e'F -^vr.. SECTION }` A oW SCALE:1/4 1-0 i �,PLYWOODSUMOOR S E T I N .� SCALE:1/4 1-0 I GYPSUM BOARD 1 ' y WALL FINISH Q TYPICAL EXTERIOR WALL.SEE NO U v 2 v L__ J TYPICAL BASE ai 2! RAFTER TO WALL I MOULDING,SEE HURRICANE STRAPPING SEE BEDROOM#2 SIMPSON STRONG-TIE CSIO DETAIL#6 ON SHEET A-0.2 I WOOD FLOOR _ DETAIL INSTALL STRAP AT EVERY STUD TO TYPICAL WOOD TYPICAL METAL ROOF FLASHING I FLOOR TO FLOOR - RILL PLATE CONNECTION AS I 7 Q °D W m RECaUIRED BY CODE,SEE STRAPPINGiL F124R SEE NOTE HURRICANE DETAIL STRAPPING SEE INSTALL ICE 4 WATER SHIELD ON ENTIRE F_ DETAIL 04 ON PROVIDE 5/6'0 ANCHOR BOLTS 0 45' LOW PITCHED ROOF("CAL) 122 B I z 1 SHEET A-0.2 NO LESS THAN 2 PER SIILLLG,AS��R ------ I ,;.JI+++\.Y+,�;,,�r,,+ S�\,.1+1_�.. ,^v;y).1h,,,d\�\i.•\ti`'. CODE.BOLTS SHALL EXTEND A MINIMUM OF'I"INTO CONCRETE II 1/6'TJI FLOOR A AZEK'BEAD J (TYPICAL) JOIST (7 O I BOARD I FILL VOID W/ 3 'AZEK'4'GROWN#AZM-49 CEILING I INSULA ROXUL' S' I TION COPPERTERMITE SHI CROWN Z z IVINGj ROO R-19 BATT INSULATION W/ #AZM-52 LWOOD FLOOR M m W 2•�x 6 ACQ SILL ¢a O PICTURE FRAME&TOP PLATE AIR SEALING I/2'GYPSUM BOARD .7 R-3H ATT FINISHED GRADE TO CEILING FINISH INSULBATION ---- SLOPE AWAY FRO d IIILL��JJI ` BUILDING m 12°POURED CONCRETE G, FOUNDATION WALL — , k5.gF T I I I I I I—I I I I I I— O E `'f NEW CRAWL SPACE -'3 PROVIDE 5/8"0 ANCHOR BOLTS#45' 2°CONCRETE SCREED COAT OVER b i I ft i RIOR ELEVATIONS OC.MAX,I'-0"FROM EACH CORNER NO r- I _, MIL VAPOR BARRIER WATERPROOFING R ROOFI OR k FFOOTI�OFING TGRDs�noW S E P - 1 2023 j LESS THAN 2 PER SILL,A9 PER CODE I I-- BOLTS SHALL TE CAI_)MNIMIlr7 OF 11 I I ATE EXTEND A : 7/18/23 INTO L_ •__J SECTION 1 DETAIL �____ c JB# 19-93 on�sxfiDETET A 11 SCALE:1 4"=1'-0" SCALE:11 2"=1'-0" Souk o!d Tolw I / / Bo of T.ustees A•6 Cantrell, Elizabeth From: jjpatanjo@gmail.com Sent: Thursday,July 11, 2024 10:03 PM To: Cantrell, Elizabeth Cc: 'Bill Toth' Subject: RE: Calendar for 225 Williamsburg Attachments: 225 WilliamsBURG 7-11-24.pdf, Project Description-Revised.docx Good morning Elizabeth, Attached are the revised plans and the same project description as submitted to your office (word format...).We intend on replacing the boat ramp in same location and dimensions as existing.We will be delivering hard copies to your office prior to end of day Monday along with the architectural drawings as requested. Have a great weekend, Jeff Jeffrey Patanjo P.O. Box 582 Bohemia, IVY 11716 M: 631.487.5290 JJPatanlo@gmail.com From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Thursday,July 11, 202410:47 AM To: 'jjpatanjo@gmail.com'<jjpatanjo@gmail.com> Cc: 'Bill Toth'<tothwm@gmail.com> Subject: RE: Calendar for 225 Williamsburg Jeff, Your new project description speaks of reconstructing the existing boat ramp. Your plans say it is to be removed,filled in and new bulkhead going across it. Which is it? Elaza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: iipatanio@gmail.com <jjpatanlo@�mail.com> Sent:Thursday,July 11, 202410:21 AM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Cc: 'Bill Toth'<tothwm@gmail.com> Subject: RE: Calendar for 225 Williamsburg OK sounds good,thanks. 1 Bill can you please let us know what you can put together for this request. Thanks all. Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 631-487-5290 JJPatanjo@gmail.com From: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Thursday,July 11, 202410:17 AM To: 'jjpatanjo@gmail.com'<iipatanio@gmail.com> Cc: 'Bill Toth'<tothwm@gmail.com> Subject: RE: Calendar for 225 Williamsburg Jeff, The Board's field inspections were this past Tuesday so don't stake anything out just yet if the area gets mowed by a landscaper. They will just pull out the stakes. If you can get certified (stamped) revised architectural plans by Monday morning, please deliver(do not email)them you only have to submit two sets for the file, not four. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: iipatanio@gmail.com <iipatanio@gmail.com> Sent:Thursday,July 11, 2024 10:13 AM To: Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Cc: 'Bill Toth'<tothwm@gmail.com> Subject: RE: Calendar for 225 Williamsburg Thanks Elizabeth,we will work on getting you the architectural plans and having the site staked out in preparation for the next available public hearing. Have a great day,Jeff Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 631-487-5290 JJPatanjo@gmail.com From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Thursday,July 11, 202410:02 AM To: 'jjpatanjo@gmail.com'<iipatanio@gmail.com> 2 Cc: 'Bill Toth'<tothwm@gmail.com> Subject: RE: Calendar for 225 Williamsburg Good Morning, The office received your revised plans this morning. Given the late receipt of the revised plans and the question of whether or not the Board will want to project re-staked or revised/updated architectural plans to match the latest proposed, it is not yet confirmed if this application will be heard on July 17tn',public hearings. The revised plans will be brought up during next Monday night's work session and you can contact me next Tuesday to see if the application will be heard and/or if there is any additional information the Board requires prior to the hearing being reopened. Eliza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: iipatanio@gmail.com <iipatanio@gmail.com> Sent:Tuesday,July 9, 2024 10:24 AM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Cc: 'Bill Toth'<tothwm@gmail.com> Subject: RE: Calendar for 225 Williamsburg Good morning Elizabeth, I sent out the revised plans and description regular mail on Friday,you should have it shortly. But to expedite, I'll just send out another copy overnight and you can toss the other one if you ever receive it lol. Thanks a bunch, Jeff Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 M: 631.487.5290 JJPatanio@gmail.com Begin forwarded message: From: "Cantrell, Elizabeth" <elizabethc@town.southold.nv.us> Date:July 9, 2024 at 8:55:22 AM EDT To: Bill Toth <tothwm@gmail.com> Subject: RE: Calendar for 225 Williamsburg Bill, This application has not been heard since November of 2023 where it was tabled for plan revisions to modify the location/size of proposed to be landward of the Pier Line. To date 3 l , nothing has been submitted. This application may be closed soon due to it being inactive for eight months, as per Ch. 275-8G. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 -----Original Message----- From: Bill Toth <tothwm@gmail.com> Sent:Tuesday,July 9, 2024 7:47 AM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: Calendar for 225 Williamsburg Good morning Elizabeth! Can you tell me the status for our project on 225 Williamsburg calendar? Thanks, Bill Toth. Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 4 RE: 225 Williamsburg Drive, LLC c/o William Toth Project location: 225 Williamsburg Drive—Southold Project Description—Revised 7-11-24 Remove and replace 101 LF of deteriorated timber bulkhead in same location as existing with new vinyl bulkhead including two 16'vinyl bulkhead returns on both sides of the existing 14'X 16'wood ramp which shall be replaced in kind to match existing dimensions utilizing all untreated timbers; construct new 4' wide X 40' long boardwalk on grade with untreated timber decking; install and perpetually maintain a 10'wide non-turf buffer along the landward edge of bulkhead; demolish existing residence and garage, construct new 2 story dwelling and attached garage with varied dimensions(overall length and width of 46.35'x 44.4') install 16'X 20' covered porch addition with second story balcony above on south side of residence; install two proposed 3.5' x 3.5'A/C units on north side of house; construct 6.0'X 20'front porch and replace existing conventional sanitary system with new I/A style sanitary system in a new landward location. E t V E 1, JUL 12 2024 SoutholdTown OfTmsfm July 5, 2024 Town of Southold Trustees Town Hall Annex Building E C r Q E 54375 Route 25 P.O. Box 1179 Southold, NY 11779 JUL 1 0 2024 RE: 225 WILLIAMSBURG DRIVE, LLC Southold Town 225 WILLIAMSBURG DRIVE-SOUTHOLD Board of Trustees SCTM No. 1000-78-5-13 APPLICATION REVISIONS Dear Trustees: Per comments discussed at the most recent public hearing, attached please find revised plans and project description for the above referenced project. Plans have been revised to include a proposed house to replace the existing and have all proposed work landward of the pier line. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290 or e-mail at JJPatanjo@gmail.com. Very truly yours, �9��t a&iy�o- Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 RE: 225 Williamsburg Drive, LLC ® I� C E � W E c/o William Toth l5 l� Project location: 225 Williamsburg Drive—Southold JUL 1 0 2024 Southold Town Board of Trustees Project Description—Revised 7-5-24 Remove and replace 101 LF of deteriorated timber bulkhead in same location as existing with new vinyl bulkhead including two 16'vinyl bulkhead returns on both sides of the existing 14'X 16'wood ramp which shall be replaced in kind to match existing dimensions utilizing all untreated timbers;construct new 4'wide X 40' long boardwalk on grade with untreated timber decking; install and perpetually maintain a 10'wide non-turf buffer along the landward edge of bulkhead; demolish existing residence and garage,construct new 2 story dwelling and attached garage with varied dimensions (overall length and width of 46.35'x 44.4') install 16'X 20'covered porch addition with second story balcony above on south side of residence; install two proposed 3.5'x 3.5'A/C units on north side of house;construct 6.0'X 20'front porch and replace existing conventional sanitary system with new I/A style sanitary system in a new landward location. November 9, 2023 Town of Southold Trustees Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11779 RE: 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE-SOUTH.OLD SCTM No. 1000-78-5-13 APPLICATION REVISIONS Dear Trustees: Per comments discussed at the October public hearing, attached please find-revised plans and project description for the above referenced project. Plans have been revised to include a proposed house to the south within allowable building setback lines and the existing house south of that. As you will see, the pier line runs parallel to the existing bulkhead for all three residences, both existing and proposed. In addition, the proposed swimming pool and boat ramp have been removed from the application and notes regarding trees have been added. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290 or e-mail at JJPatanjo@gmail.com. Very truly yours, Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 Nov - 9 2023 ' Board 6f Eru,,Geri -- may'' RE: 225 Williamsburg Drive, LLC c/o William Toth Project location: 225 Williamsburg Drive—Southold Project Description-Revised Remove and replace 101 LF of deteriorated timber bulkhead in same location as existing with new vinyl bulkhead including one 16'vinyl bulkhead return on north side of the existing 14'X 16'wood ramp which shall be removed and void filled with clean sand/gravel from upland sources; construct new 4' wide X 40' long boardwalk on grade with untreated timber decking; install and perpetually maintain a 10'wide non-turf buffer along the landward edge of bulkhead; demolish existing 58.4'X 24.4'dwelling and garage, leaving existing foundation and garage slab;construct new 2 story dwelling in existing footprint with attached garage on existing slab,construct 20'X 23.9'single story addition on south side of residence; install 16'X 20'covered porch addition with second story balcony above on south side of residence;construct 5.9'X 20'front porch and replace existing conventional sanitary system with new I/A style sanitary system in a new landward location. Ff NOV — 9 2023 a Busrd oP Trusires; September 25, 2023 Town of Southold Trustees Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11779 RE: 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE-SOUTHOLD SCTM No. 1000-78-5-13 APPLICATION REVISIONS Dear Trustees: Per your notice on September 22, 2023, attached please find revised plans that include the following revisions: 1. Added covered front porch & steps. 2. Added revised house pier line extending to south beyond vacant lot and to next house. As noted on plans, there is no seaward projection of residence under this project. 3. Added A/C units on north side of house. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290 or e-mail at JJPatanjo@gmail.com. Very trul yours, Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 ri SEP 29 2023 ��J SU'JL•',Ot7 TOl:il Board of Trustees At, OFFICE LOCATION: *OF SOUr�o MAILING ADDRESS: Town Hall Annex �� l0 P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) en Southold,NY 11971 aOQ Telephone: 631 765-1938 olg0nii ffm LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 11, 2023 Re: LWRP Coastal Consistency Review for 225 WILLIAMSBURG DRIVE, LLC, c/o WILLLIAM TOTH SCTM# 1000-78-5-13 Jeffrey Patanjo on behalf of 225 WILLIAMSBURG DRIVE, LLC, c/o WILLLIAM TOTH requests a Wetland Permit to remove and replace 101 linear feet of deteriorated timber bulkhead in-place with new vinyl bulkhead including two 16' vinyl returns on either side of existing 14'x16' wood ramp which shall be replaced in-place and in-kind utilizing untreated timbers; construct a new 4'wide by 40" long boardwalk on-grade with untreated timber decking; install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead; install a proposed 14'x24' in-ground pool with 12" bluestone coping on grade around entire pool (no patio); install pool enclosure fencing with gates; install a pool equipment area and a pool drywell for backwash; demolish existing 58.4'x24.4' dwelling and garage, leaving existing foundation and garage slab; construct a new 58.4'x24.4' two-story dwelling in existing foundation footprint with attached garage on existing slab; construct a 20'x23.9' single story addition on south side of dwelling; construct a 16'x20' covered porch with second story balcony above on south side of dwelling; construct a 5.9'x20' front covered porch; replace existing conventional sanitary system with new I/A style sanitary system landward of dwelling; and install gutters to leaders to drywells to contain roof runoff. Located: 145 Williamsberg Road, Southold. SCTM# 1000-78-5-13 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 action is CONSISTENT with the LWRP provided the following is considered to meet policy 6. 1. Maintain the existing trees in and near the buffer. 2. The use of turbidity controls. 3. The minimization of CCA treated materials. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney r L o�tgOfFOJ�.cOG John G.Stein,Chairperson y - Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 • ' Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., June 7, 2023, the following recommendation was made: Moved by Maggie Merrill, seconded by Shannon Wright, it was RESOLVED to NOT SUPPORT the application of 225 WILLIAMSBURG DRIVE LLC c/o WILLIAM TOTH to remove and replace 101 If. of deteriorated timber bulkhead in same location as existing with new vinyl bulkhead including two 16' vinyl bulkhead returns on either side of the existing wood boat ramp which shall be replaced in kind to match existing dimensions utilizing all untreated timbers; remove existing 3'X 40' long boardwalk and replace with new 4'X 40' long boardwalk with untreated timber decking; install and perpetually maintain a 10' wide non-turf buffer along the landward edge of bulkhead; install a proposed 14'X 24' in-ground swimming pool in rear yard; install a proposed 24.4'X 34.4' second story directly above footprint of existing one-story residence; construct proposed 20'X 23.9' single story addition on south side of residence; install proposed 16'X 20' covered porch with second story balcony above on south side of residence and replace existing conventional sanitary system with new I/A style sanitary system in a new landward location. Located: 225 Williamsburg Dr., Southold. SCTM#78-5-13 (aka 145 Williamsburg Dr.) Inspected by: Maggie Merrill, Shannon Wright The CAC does Not Support the application because the setbacks of the pool, porch and proposed addition are not in compliance with Ch.275, and recommends a 10' buffer planted with native vegetation. Vote of Council: Ayes: All Motion Carried c Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday, September 22, 2023 10:55 AM To: jjpatanjo@gmail.com' Cc: 'Bill Toth' Subject: RE: 225 Williamsburg Dr- Southold Jeff, Regarding the application referenced above, it appears to be complete enough for it to be put onto the October 18`h public hearing date with an October 11`h field inspection. There are a couple of items that need updating on your site plan but I can move forward with what I have currently. So far the items are: adding the a/c unit(s)and generator(if one is being added), and the front stoop is now a covered porch. Also regarding the pier line, I see you added it onto your plan, thank you. I just want to advise you that the Board may request a pier line from the north house to the southern house (house past the vacant lot). If you want to be proactive you could submit two of either google earth aerial with the pier line or update your plan. As this is a new code change, I am assuming they may request this. 5*" ewera Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From:jjpatanjo@gmail.com <jjpatanjo@gmail.com> Sent:Thursday,July 20, 2023 8:14 PM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Cc: 'Bill Toth'<tothwm@gmail.com> Subject: RE: 225 Williamsburg Dr-Southold Thanks Elizabeth, I'll review the complete package and confirm all work is accurate and correct on the submission. Jeffrey Patanjo P.O. Box 582 Bohemia, IVY 11716 M: 631.487.5290 JJPatanio@gmail.coM From:Cantrell, Elizabeth<elizabethc touvn.southold.ny.us> Sent:Thursday,July 20,2023 12:33 PM To: 'jjpatanjo@gmail.com'<Ilpatanlo@gmail.com> Cc: 'Bill Toth'<tothwm@gmail.com> Subject: RE: 225 Williamsburg Dr-Southold Jeff, i t The application is still incomplete. The revised plans received June.13, 2023 do not depict a pier line, pool fence, pool equipment area, pool drywell, pool patio (if any), distance from side yard to proposed covered porch,the architectural plans are missing a lot of information that the building dept.will require. As mentioned in my last email,you/the architect must contact the Building. Dept. to determine what is required. Also,the plans received on June 13, 2023 appear to depict a complete demolition of existing with construction of new so the project description and plans need to be updated to depict a demolition/new construction. If this is not a demolition the site plans need to be updated. The boat ramp needs dimensions on both the plans and the description. The current footprint of existing dwelling needs to be part of the description, proposed stoop not in description. There is probably more. You need to review this and apply for all existing/proposed and update the plans. �Pv��Pefl �aticePP , Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From: Ilpatanlo@email.com <jjpatanjo@�mail.com> Sent:Thursday,July 20, 2023 9:38 AM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Cc: 'Bill Toth'<tothwm@gmail.com> Subject: 225 Williamsburg Dr-Southold Good morning Elizabeth, William Toth 225 Williamsburg Drive LLC 1000-78-5-13 Hope all is well, when you have a moment can you please let us know the status of this application.You had asked for some additional information which has been sent, now we were looking to see when we will be placed on the agenda or if you need anything else for this application. Thanks so much, Jeff Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 M: 631.487.5290 , JJPatanio@gmail.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders;or unexpected emails. 2 Page 2, September 21,2023 #7822,Oliver SCTM No. 1000-53-4-2 III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The site plan drawings prepared by Frank Uellendahl, Architect, and dated July 25,2023 shows the pool to be located in the side yard. ADDITIONAL INFORMATION: The Zoning Board has received two letters of support from neighbors. There is no Certificate of Occupancy for the original dwelling on file with the Town of Southold. 1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 7,2023, 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). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is a waterfront community that has seen much change over the years as owners have expanded small summer cottages to larger year-round residences many with the addition of swimming pools. The proposed swimming pool will measure 16 feet by 40 feet and will be located in the side yard as it is the only location on the property to accommodate a pool without building further seaward. The applicant wishes to extend the rear screened porch by 3.3 feet to create a more functional room. The front entry way will be extended 14 feet by 9.3 feet and the den will be extended on the east side of the dwelling 13feet by 16feet with a second-story attic to be used for storage. The proposed additions and alterations are in keeping with the community character. The Board has granted variances in this area for additions and pools, as the majority of homes were built prior to the establishment of the zoning code. The design will emphasize the characteristics of the existing structure. The proposed pool located partially in the side yard will be like other pools that have been granted variance relief. The pre-existing 7.6 feet side yard setback on the westerly side of the house will not change;)all proposed work is on the east side of the structure where a large side yard exists. The eastside of the property where the proposed pool to be located will be screened by mature evergreens in order to provide the owner and the neighbor privacy. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The original dwelling was built in the 1950's and the rooms are small and not up to the present standard. Both rear and side additions are partially situated in the side yard. The proposed pool will be situated near the proposed den extension making entry to the residence easier from the patio and the pool which will face Pipe's Cove. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 49.3%relief from the code for the proposed alterations and additions to the house and 100%relief from the code for the proposed pool to be located in a side yard. However,there is no proposed expansion of the pre-existing setback on the westerly side of the dwelling and the existing side yard will remain 7.6 feet where 15 feet is required by code. As a result of the initial placement of the house, prior to Zoning,the only possible location to place a pool is in the side yard. 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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and Southold Town Board of Trustees must grant approval. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3, September 21,2023 #7822,Oliver SCTM No. 1000-53-4-2 6. Town Law V67-b. Grant of the requested relief is the minimum action_necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to a dwelling along with the benefit of a swimming pool, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Planamento-, and duly carried,to GRANT the variance as applied for as shown on the Site Plan labeled ZBA-500, dated July 24; and labeled Site Plan ZBA-1,dated July 25,2023 (received July 27,2023);and the Architectural Plans dated May 30,2023 (received on June 22,2023),all prepared by Frank Uellendahl,Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall receive Southold Town Board of Trustees Wetlands Permit Approval,Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type of enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. 2. Drywell for pool de-watering shall be installed. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued 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. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan ad/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted,herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides 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. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not Page 4, September 21,2023 #7822,Oliver SCTM No. 1000-53-4-2 to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Acampora,and Planamento(3-0)(Members Weisman and Lehnert Absent):, Nicholas J. Planamento, Vice Chair Approved for filing / /2023 August 26, 2023 Town of Southold Trustees Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11779 RE: 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE-SOUTHOLD SCTM No. 1000-78-5-13 APPLICATION REVISIONS Dear Trustees: Per your notice on July 20, 2023, attached please find revised plans that include the following revisions: 1. Added offset dimensions and house dimensions. 2. Added house pier line. 3. Additional clarification on proposed house replacement 4. Added pool fence location, pool equipment and drywell location. Attached are revised architectural drawings, revised proposed plans, revised project description and existing C/O for existing residence. As we understand, this should be all item required to place the project on the next hearing agenda. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290 or e-mail at JJPatanjo@gmail.com. Very truly yours, Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 n ECG_EfjVEz ,r S E P - 1 2023 # f Southold Tot m 1--Board of Trustees � l RE: 225 Williamsburg Drive, LLC c/o William Toth Project location: 225 Williamsburg Drive—Southold Project Description Remove and replace 101 LF of deteriorated timber bulkhead in same location as existing with new vinyl bulkhead including two 16'vinyl bulkhead returns on either side of the existing 14'X 16'wood ramp which shall be replaced in kind to match existing dimensions utilizing all untreated timbers; construct new 4'wide X 40' long boardwalk on grade with untreated timber decking; install and perpetually maintain a 10'wide non-turf buffer along the landward edge of bulkhead; install a proposed 14'X 24' inground pool in rear yard with 12" bluestone coping on grade (no patio)around entire pool and install pool fencing per code as shown on site plan, pool equipment to be located on south side of proposed dwelling, oversized drywells provided for pool wastewater; demolish existing 58.4'X 24.4' dwelling and garage, leaving existing foundation and garage slab; construct new 2 story dwelling in existing footprint with attached garage on existing slab, construct 20'X 23.9' single story addition on south side of residence; install 16'X 20'covered porch addition with second story balcony above on south side of residence; construct 5.9'X 20'front porch and replace existing conventional sanitary system with new I/A style sanitary system in a new landward location. 2023 Southold T vin B01fd of Trustees Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Thursday,July 20, 2023 12:33 PM To: jjpatanjo@gmail.com' Cc: 'Bill Toth' , Subject: RE:225 Williamsburg Dr- Southold Jeff, The application is still incomplete. The revised plans received June 13, 2023 do not depict a pier line, pool fence, pool equipment area, pool drywell, pool patio (if any), distance from side yard to proposed covered porch,the architectural r plans are missing a lot of information that the building dept. will require. As mentioned in my last email,you/the architect must contact the Building. Dept.to determine what is required. Also, the plans received on June 13, 2023 appear to depict a complete demolition of existing with construction of new so the project description and plans need to be updated to depict a demolition/new construction. If this is not a demolition the site plans need to be updated. The boat ramp needs dimensions on both the plans and the description. The current footprint of existing dwelling needs to be part of the description, proposed stoop not in description. There is probably more. You need to review this and apply for all existing/proposed and update the plans. SkWxiet4i r eeE Senior Office Assistant Town of Southold _ Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From:jjpatanjo@gmail.com <jjpatanjo@gmail.com> Sent:Thursday,July 20, 2023 9:38 AM To:Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Cc: 'Bill Toth'<tothwm@gmail.com> ' Subject: 225 Williamsburg Dr-Southold Good morning Elizabeth, William Toth 225 Williamsburg Drive LLC 1000-78-5-13 Hope all is well,when you have a moment can you please let us know the status of this application.You had asked for some additional information which has been sent, now we were looking to see when we will be placed on the agenda or if you need anything else for this application. Thanks so much, Jeff Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 1 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Thursday, May 25,2023 1:11 PM To: 'JJPatanjo@gmail.com' Subject: 225 Williamsburg Drive LLC; SCTM# 1000-78-5-13 Jeff, Regarding the application referenced above,the application has been deemed incomplete and at this time will not be heard at the June 14,2023 public hearing meeting. When you propose house construction the Town's Building Dept. comes into the review. You will need to submit to- scale construction plans that conform to the Town's Building Requirements of their new laws so that this may be reviewed. You are welcome to contact the Building Dept.for further information. Regarding the pool,this is incomplete. The project description is missing information as well as your plan. Also, if the applicant wants a patio/deck around the pool it needs to be depicted and applied for. Four new sets of site plans/project description must be submitted. 5&u a" stneQP Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 . Email: elizabethc@southoldtownny.gov i ' 1 ti� I October 18, 2023 Town of Southold Trustees Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11779 RE: 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE-SOUTHOLD SCTM No. 1000-78-5-13 AFFIDAVIT OF POSTING Dear Trustees: Attached please find Affidavit of Posting for the above referenced project. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290 or,e-mail at JJPatanjo@gmail.com. Very truly yours, Je rey Patanjo P.O. Box 582 Bohemia, NY 11716 Glenn Goldsmith,President vstffot4,ca Town Hall Annex A.Nicholas Krupski,Vice Presidents Gy 54375 Route 25 Eric Sepenoski ti z P.O.Box 1179 Liz Gillooly o Southold,NY 11971 Elizabeth Peeples y6j a0��f� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of 225 WILLIAMSBURG DRIVE,LLC, c/o WILLIAM TOTH COUNTY.OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING O NOZCOMPIE_TE-THIS_O-ORM-U�-V-TIL THE POSTING HAS_REM.Al NF+D �IN�ELAC.EvEORA_T_LEAST SEVEN DA YS PRIOR TOT E PZIBL� - HE�RZl�-G7�:A:TE.� .OIVIPZET�THIS�ORIV�O?V�IGM�'H DA-Y-OR�A=TERp I, 032r, e ?C L r) i _, residing at/dba ® o�c being duly sworn, depose and say: That on the (D day of CCA-1D)C>.r , 2023, I personally posted the property known as 2-25 \4;1\0n�6 .ra a►ve,, SO A"da ivy Iq by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 18,2023. Dated: Cr_k >, (` R,'202_.�> (signa e) Sworn to before me this day of CCU 20,23 JESSICA L. GEREMINA NOTARY PUBLIC-STATE OF NEW YORK No.01 G E6418131 aualified in Suffolk County ary Pu 11C My commission Expires 06-01-2025 w October 10, 2023 Town of Southold Trustees Town Hall Annex Building 54375 Route 25 ® E C E V E P.O. Box 1179 VU I5 Southold, NY 11779 OCT 1 6 2023 RE: 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE -SOUTHOLD SCTM No. 1000-78-5-13 Southold Town AFFIDAVIT OF MAILING Board of Trustees Dear Trustees: Attached please find Affidavit of Mailing and receipts for the above referenced project. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290 or e-mail at JJPatanjo@gmail.com. Very truly yours, Jeifrey Patanjo P.O. Box 582 Bohemia, NY 11716 1 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: C/ NAME: ADDRESS: 1000-78-5-12 - Markotsis I Irry Trust 145 Williamsburgh Dr - Southold, NY 11971 _ 1000-78-5-8 -- - - Groeneveld James 1000-78-5-14 250 Williamsberg Rd Parker Brian A Southold, NY 11971 Clarry Sheri W 305 Williamsberg Rd Southold, NY 11971 r STATE OF NEW YORK COUNTY OF SUFFOLK residing at ID 0.2-Sox JT6Z BuhP_Y> 16 �jg being duly sworn, deposes and says that on the 10 day of O Abe , 20_2a, 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 addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at idQ le, , that said Notices were mailed to each of said perso y CERTIFIED MAIL/RETURN RECEIPT. S gn ure Sworn to bcfore me this Day of 00r , 20 2,-'� JESSICA L. GEREMINA NOTARY PUBLIC-STATE OF NEW YORK No.01 G E6418131 Qualified in Suffolk County MY Commission Expires 06-01-2025 u lic U.S. Postal Service"m TM VS. Posta'l Service CERTIFIED MAIL@ RECEIPT CERTIFIED /. I1 0 Q' A Domestic . ■ Certified Mall Fee -- la ail Only co co y A• Er ly t J.y ^ _I r(� r� Certifiea Mail Fee y t J Extra Services&Fees(check box,add fee��ss p ate) Z �• v, Extra Services rnece&Fees(checkbox,add fee e `❑Retum Receipt(hardcopy) $ PI--�� — -< �� m ❑Return Receipt(hardcopy) $ i�P M ❑Return Receipt(electronic) $- lil 1],I}I,i ostmark Q ❑Return Receipt(electronic) $ ;t I;" Q ❑Certified Mail Restricted Delivery $ i}I� i I I i ,��Here ❑Certified Mail Restricted Delivery $ f , y Postman ❑Adult Signature Required $ a,� 90 S� - Q ❑Adult Signature Required $ +� Here'' [:]Adult Signature Restricted Delivery$ 3 j C ❑Adult Signature Restricted Delivery$ ®% S p Postage p Postage � a r%- 10.6c. -n Tc L0., 0,i 20_� $ 1000-78-5'15' !' Q iI?s 1000-78-5 - • ru S' Markotsis I Irry Trust 1 Groeneveld James c3 145 Williamsburgh Dr --------------- E3 250 Williamsberg Rd Southold, NY 11971 _______________ Southold, NY 11971 Postal CERTIFIED o RECEIPT o estic mail only 0 Or ellVer 5, r� Certified Mail Fee a— $ Pt.�� ru Extra ervices&Fees c(heckbox,add fee as ❑Return Receipt(hardcopy) $ Ft7 O DR etum Receipt(electronlc) $ r— ❑Certified Mall Restricted Delivery $ j I- U �tr�'�CPostmark L7 ❑Adult Signature Required $ _ti �,bV Here ❑Adult Signature Restricted Delivery$ C1 Postage �'•.___.. - a T` 1000-78- 4, ru s, Parker Brian A ru C3 Clarry Sheri W r� 305 Williamsberg Rd Southold, NY 11971 :rr Glenn Goldsmith, President ��r�`�:. � . Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President -, P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J. ( one Domino ":• ' Telephone 6 �� P 31) 765-1892 !'' ! Greg Williams - '=%�'� .- Y.. Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only t Coastal Erosion Permit Application , Wetland Permit Application I_A,, �l Administrative Permit APR 2 6 2023 �yLAmendment/Transfer/Extension S ' Received Application: `f'�•�3 9�__ Received Fee. $ 12Sp•� Board w.. _.....-_�. Completed Application: •27•4:0 o;Eres fs Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): —7, 1--LWRP Consistency Ass sin nt orm Sent: 7 AC Referral Sent: 7 d3 Date of Inspection: j 0,11)d3 Receipt of CAC Report: Technical Review: —7"—Public Hearing Held: /0,115 a3 Resolution:.: 9/I Z4) '4 Owner(s)Legal Name of Property(as shown on Deed): 225 Williamsburg Drive LLC C/o William Toth Mailing Address: 1003 Miller Farm Road, Staunton,VA 22401 Phone Number: 516-807-8118 Suffolk County Tax Map Number: 1000 - 78-5-13 Property Location: 225 Williamsburg Dr. -Southold (aka 145 Williamsburg Dr.) See location map (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Jeffrey Patanjo Mailing Address: P.O. Box 582 Bohemia, NY 11716 Phone Number: 631-487-5290 Email: JJPatanjo@gmail.com q Jaa)a3. Board of..:Tru:s:tees .Applicatoa. : GENE RAL RAL DATA Land Area(in:square feet) 14 726 R Area.Zo ' d . ning:: R . I?revious use es of ro er e Intendeduse ofproperty: S Covenants and Restrictions on-property., ❑. .Yes ❑ No If"Yes",please provide a copy: : Will this project require:a Building Permit as per.Town:Code? :Yes . ❑: No . If".Yes";.be Advise d`this.application will.be.reviewed by the Building Dept,prior to::a Board of Trustee review and:Elevation Plans will belequired: : Does this project require:a variance from the Zoning Board of Appeals.., ❑ . .Yes.. No If"Yes";.please:provi©.of decision: Will this project.require any deinoiition'as pe.r Towri Code.oras determined.by the.Building Dept:? ✓ : Yes No Does the structure_ s on ro ert have.a:valid Certificate of Occu anc .. Yes ✓ : No (. ). P p. Y. p Y �. Prior.permits/approvals for site:improvements:. Agency Date ;. No prior pp for site improvements: Has.any permit/approval ever'been revoked or suspended by a governmental agency. ❑✓ b ❑ Yes If yes;provide explanation:: Pro'ect.Descri See attached:description J tion use attachments`if riecess RE: 225 WILLIAMSBURG DRIVE, LLC C/O WILLIAM TOTH 225 WILLIAMSBURG DRIVE-SOUTHOLD SCTM No. 1000-78-5-13 PROJECT DESCRIPTION Remove & replace 101 LF of deteriorated timber bulkhead in same location as existing with new vinyl bulkhead including two 16' vinyl bulkhead returns on either side of the existing wood boat ramp which shall be replaced in kind to match existing dimensions utilizing all untreated timbers; remove existing 3' wide x 40' long boardwalk and replace with new 4' wide x 40' long boardwalk with untreated timber decking; install and perpetually maintain a 10' wide non-turf buffer along the landward edge of bulkhead; install a proposed 14' x 24' in-ground swimming pool in rear yard; install a proposed 24.4' x 34.4' second story directly above footprint of existing one story residence; construct proposed 20' x 23.9' single story addition on south side of residence; install proposed 16' x 20' covered porch with second story balcony above on south side of residence and replace existing conventional sanitary system with new I/A style sanitary system in a new landward location. oard. o£B Trustees App cation WETLAND/TRUSTEE%LANDS-APPLICATION DATA p P P P ose of the: ro osed o"erations:::..` qi See attached descri tion P, . , o Area of.wetlands on lot: :. : .. square feet Percentcoverage of lot:. .00 Closest distanee.between:nearest existing structure and:upland:edge:of wetlands. feet . . 100Closest distance between nearest proposed.structure and upland edge of wetlands feet.... Does.the project involve excavation or filling? . .:;No. �. Yes If:.Y how:much material:will be.excavated? cubic:yards How much material will'be.filled?..: cubicyards. Depth of which material will,be removed or.deposited. . feet. ro osed slo a throw bout the area of o erations: Q_2,.�o P p P. . . g.: p Mini-excavator for excavation of pool Manner in. n which material:will be_removed or deposited:,-_. ... . . .. .. and foundation:for:houae addition: Statement.of the effect;if.any, on the:wetlands and tidal waters..of:the towiithat may.result.by. .:reason:of such proposed.operations (use:attachments if appropriate): Th`ere.will be na:06ct.on wetlands:due'.to the nature:of`the:project: r t Short Environmental Assessment Form Part 1 -Project Information Instructions for Comuletine Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: 225 Williamsburg Dr.-Southold Project Location(describe,and attach a location map): 225 Williamsburg Dr.-Southold Brief Description of Proposed Action: See attached description Name of Applicant or Sponsor: Telephone:P 516-807-8118 225 Williamsburg Drive,LLC c/o William Toth E-Mail: tothwm@gmail.com Address: 1003 Miller Farm Rd. City/PO: State: Zip Code: Staunton VA 22401 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:NYSDEC/Town of Southold Trustees/Town of Southold Building ❑ Dept./SCDHS 3. a.Total acreage of the site of the proposed action? 0.34 acres b.Total acreage to be physically disturbed? 0.08 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.34 acres 4. . Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture. ❑ Aquatic ❑ Other(Specify): ❑Parkland Pagel of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Corey Creek,Name:Peconic Bay and Environs,Reason:Significant coastal fish&wildlife habitat, If Yes,identify: Reason:Protect public health,water,vegetation,&scenic beauty,Agency:Southold,Town of,Agency:Suffolk ❑ ❑ County, ... 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ i 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: Existing sanitary system to be removed and replaced with new I/A style system ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ❑✓ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes;identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional ❑✓Wetland ❑ Urban 0 Suburban IS. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? Bald Eagle,Piping Plover,... ❑ ❑✓ 16. Is the project site located in the 100-year flood plan? NO YES ❑ ❑✓ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a ❑ a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: William Toth Dater Signature: Title:Managing Member PRINT FORM Page 3 of 3 EAF Mapper SuAry Report W Tuesday, March 28, 2023 10:17 PM Disclaimer: The EAF Mapper is a screening tool intended to assist rp project sponsors and reviewing agencies in preparing an environmental assessme nt form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional informationonany EAF "A -T, question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to '7's DEC.you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. J- A-, ,V ;T V 0 "4 TDrotjto 7— Rl -y K, 41 --i , i V � ------------- Par 1 /Question 7 [Critical Environmental Yes ;Area] !Part 1 /Question 7 [Critical Environmental I Name:Corey Creek, Name:Peconic Bay and Environs, Reason:Significant ;Area- Identify] i1coastal fish &wildlife habitat, Reason:ProteGt public health,water,vegetation, scenic beauty,Agency:Southold,Town of,Agency:Suffolk County, Date:3-9- '90, Date:7-12-88 ;Part 1 Question 12a [National or State No ,Register of Historic Places or State Eligible I i I Sit• es] 'Part I Question 12b [Archeological Sites] 'Yes Part I Question 13a [Wetlands or Other !Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] iwaterbodies is known to be incomplete. Refer to EAF Workbook. , ;Part 1 /Question 15[Threatened or ;Yes i Endangered Animal] ;Part 1 /Question 15[Threatened or Bald Eagle, Piping Plover, Least Tern 'Endangered Animal-Name] 'i Part 1 /Question 16 [100 Year Flood Plain] ,Yes :Part I Question 20 [Remediation Site] ;No Short Environmental Assessment Form - EAF Mapper Summary Report Board of Trustees Application AFFIDAVIT. 145 Williamsburg Drive LLC c/o William Toth BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS�MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS . S +h _ DAY OF Apri 420.23 BE T Notary PublicPQ.••°•••••.••.y N � y P °TAHy ':p %�0,96C ?J O S IbIV CoM�3j?60 t ��% r rFko o8ss�o�.' Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, -145-Williamsburg Drive LLC c/o William Toth owners of the property identified as SCTM# 1000- 78-5-1 3 in the town of Southold .New York,hereby authorizes Jeffrey Patanjo to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. , i Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF Agri 1 202 a0t: Notary Publi64' /V �i i p IN&), •� ,�T s �C7 01 M�C so �� rr sYp,�RFSs�oN : � i��� 2023 �. 4u.N OF` ` e 1111 n E APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town ofSotiihold's Code dEthics nrohibits_coofliats of inter-est_onshe.part of town-Officers and emnl6yees.The-numose of this form is to-movide'information.which can,alert_the_town_ofoossible_conflicts'ofiriteresCand`allow it to iake.whatever action is. necessary-to-avoid same. YOUR NAME: Toth,William (Last name,first name,.ipiddle initial,unless you are applying in the name of someone else or otherentity,such as a company.If so,indicate the other 1 person's or company's name.) `- NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) 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 If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicandagent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. ' The town officer or employee or his or her spouse,sibling,parent,dr child is(check all that apply): ELA)the owner of greater than 5%of the shares of the corporate stock of the applicant EL (when the applicant is a corporation); B)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 7 d of� �/ 202 3 Signature_ V — c Print Name William rota Form TS 1 APPLICANT/AGENT/REPRESENTATIVE :... :TRANSACTIONAL DISCLOSURE FORM The:fowtt of:'Southold:s:Code'efEthres oroh#bits conflicts of interest or1 _he idaitof fovea officers`and'emotovees The nuimeof ,. tbrsforrrr.�sto:nrov#de:mformadon":which can alert"the•"town nossibleconBietsofintere stand allow rt to take whateyeractron:ls=: rtesessarvao.avoid=same:- , YOU1t NAME,;".,:Pa;anio,Jeffrey . '. ;(Last name,first hame;.giiddle"initial,unless you are applying in the name of someone else.or;otherentity,such as a company:"If so;indicatetheother : person or company name.)" `NAME OF'APPLICATION; (Check all that apply:) Tax'grievance` Building Variance.:_.. Trustee ✓ „ Change ofZone.:.. Coastal Erosion .< Approval of..plat. Mooring, Exemption from"p#aforofticial map '. : ..:"". Planning: Other:: :. . .,.. lf."Other' .name the activi, (. h'')— Do you personally(or through.your company,spouse,sibling,parent,or child)"have a relationship With any officer or.employee of thc.Town of Southold? "Relationship".includes by:blood;njarriage;or business itateresL"Business interest'.'means a business;' including a partnership;in which,the town officer or employee has even apartial ownership of(or:employment by)a corporation. iri which the.towdofficer or employee owns more than 5%"of the shares. YES.:.' �:».,.a r; NO n .. . . If you answered"YES' complete the balance of this form and date and sign where indicated:.: Name of Person employed by the Town of Southold" Title or position,6f that'person Describe the relationship-between yourself(the applicandagmt/representative),and the town.officer oremp,loyee:Either check the appropriate'line A)through D).and/or:describe in the space provided, .: The town oflicer:or'employee or his or her rspouse;sibling,parent,or`child is(check all that apply):. �_A)the owner of greater.than 5%of theshares of the corporate stock of the applicant. (when the,applicant is a corporation); : (when the legal.or'Peneficial ownerof any.:interest in:a non_corporate entity(when the applicant is:not a corporation); C)an.offieer;director,.partr+er,'or employee of the applicant;or =D)the actual applicant.. DESCRIPTION.Or RELATIONSHIP _. .... _ a.-..+w�.:,�.:' oaww.roe�..':w' -.,.n.�.ram•:.,.'inw;.,+•<avr—A�x.:Kex+w ve::n+.xh...�+.*+f.,+Y#'dm Submitted this.03 /28/ 023 S"ignature: :.:: :. .Print.Name Vie. ev:15 ,anJ..:.'..,:,.: ,... Forth TS t Board of Trustees Appl--°Ation PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: �P 78-' S l STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , 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 addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. Signature Sworn to bcforc me this Day of 120 Notary Public LM ING' NOTIC OF HEA11 % NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: 225 WILLIAMSBURG DRIVE, LLC, c/o WILLIAM TOTH SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove and replace 101 linear feet of deteriorated timber bulkhead in-place with new vinyl bulkhead including two 16' vinyl returns on either side of existing 14'x16' wood ramp which shall be replaced-in-place and in-kind utilizing untreated timbers; construct a new 4' wide by 40" long boardwalk on-grade with untreated timber decking; install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead; install a proposed 14'x24' in-ground pool with 12" bluestone coping on grade around entire pool (no patio); install pool enclosure fencing with gates; install a pool equipment area and a pool drywell for backwash; demolish existing 58.4'x24.4' dwelling and garage, leaving existing foundation and garage slab; construct a new 58.4'x24.4' two-story dwelling in existing foundation footprint with attached garage on existing slab; construct a 20'x23.9' single story addition on south side of dwelling; construct a 16'x20' covered porch with second story balcony above on south side of dwelling; construct a 5.9'x20' front covered porch; replace existing conventional sanitary system with new I/A style sanitary system landward of dwelling; and install gutters to leaders to drywells to contain roof runoff. Located: 225 Williamsburg Drive, Southold. SCTM# 1000-78-5-13 TIME & DATE OF PUBLIC HEARING: Wednesday, October 18, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s)`which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold -- ..LM..CONSISTENCY ASSESSMENT:FORM. A. INSTRUCTIONS 1:,. All applicants for permits* including.Town .of:Southold agencies, shall complete this CCAF for proposed,actions that are subjectto the Town of.Southold Waterfront Consistency.Review Law. This assessment.is:'intended:.to supplement other: information used by a Town of.Southold agency:m' making a determination of consistency:..:*Except minor. exempt actions including.Budding.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:. ;.action.:will be: evaluated :as to:`its sigtuficant . beneficial:and.adverse effectsupon.the coastal area fwhich'includes all of Soutliold::Toyvii). 31. Tf any question in:Section C on.this form is'answered "yes'.. or "no'; then the:Proposed:action will: affect the.achievement of the LWRP policy standards;and:.conditions.':'.contained._in:the.consistency review law: 'Thu ,ea ch::answer....must be::ex lamed':in:.detail ;listin _:both.su ortin' :and non- 4i6j)o If an action cannot'be_certified as consistent-with the:MRP'policy standards':and rtinsF�:fucts conditions it: not°be undertaken:. A copy of the LWRP is available in the following:places:.online atthe Town of. Southold :website: so utholdtown:northfork.net , the Board of Trustees.Office, the.Planning Department, all.: . . (.. _.. local libraries and the:Town Cierk's .office. B DESCRIP.TION OF SITS:AND.PROPOSED:ACTION SCT .:. 78 5 13 ..4., .. 225 Wllliamsbur Dr Southold PROJECT NAME...:. :....:.. ... The Application has.been submit'ted'to(check appropriate response): Town Board Planiun g Board Building`Dept. � Board:of Trustees ❑.. �. . ❑ .10 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,:approyal;:license;:certification: Nature and:extent of.action: See attached-description :-Location of action::225 Williamsburg Dr.-.Southold(aka'.145.Williamsburg Dt.). Site acre a 0.34 We land use .Res: Present:zoning classificato n:;.Res::::..:.; 2: If an`application.foralie;proposed_action has..been filed:with the.:Town of.Soutlold agency; the..following information shall be.provided: a Name:of.4pp1icant::225 Williamsburg Dove.4LC:c/o..Wiliiam;Toth..:.::.....;. ro Mailin address: 1003 Miller Farm Rd...Staunton,VA 22401 516 807 8118 ( ) P c Tele hone nutnb' :Area Code : ,.,...:::-..: :. d Application numbei;if:any- Will the action be directly undertaken,require funding,of approval by a.state.or federal agency? Yes 0✓ : No❑ If yes,..which state or federal agency ._NYSDEC C.. Evaluate the project:"to the:following.policies by:analyzing how:the;project will further support.or, not:"support the.policies.. Provide all proposed.Best Management Practices that will further each.policy. Incomplete_answers.will require that:the form be returned:for:completion.. .DEVELOPED.:C.OAST:POLICY.: Policy L Foster pattern of:development in:the.Town of Southold that entrances community:character; preserves-open space,.makes efficient:use.of.infrastructure, makes beneficial,use of a coastallocation, and minimizes:adverse effects of.development.".::$:ee LWRP Section III:-::Policies;::Page 2 for evaluation' criteria. Yes No -.Not Applicable: . 0✓ ❑. Project is consistent with:neig mnefca(use. f property'to proteot againsfierosion andrh e loss of-land` : . Attach additional sheets if"necessary " ` ' .Policy..2: Protect` and'. preserve historic.and: archaeological .resources :of. the Town..of Southold:.:See LWRP•Section.III-Policies Pages-3 through 6 foreval nation.-criteria .Yes ❑ No:❑✓ Not Applicable r.. No'effect Attach . additional sheets if necessary .. , Policy 3.:. Enhance visuah.quality and or scenic: resources .throughout .the Town..of Southold. See LWRP Section III=Policies Pages.6:through 7 for evaluation criteria p 'Yes`❑:No 7. Not Applicable - No effect. :Attach additional sheets if necessary NATURAL.COAST.POLICIES.. Policy.4.: Miinimize _loss.of'life structures; and natural resources..fr6m flooding::and erosion..See LWRP Section`IIT-Policies Pages 8 througb`16 for evaluation criteria 0✓ Yes 0.No Not Applicable. .. Project,protects against loss of yaluable property and damage to subject and surrounding.residences:'_ Attach additional sheets if o6c;;Sary Policy, 5.: Protect,.and.improve,water,quality and:supply in the Town of Southold:.See LWRP Section III Policies Pages:16 through l for evaluation`.criteria. <*J Yes No. Not Applicable .,.:. - No effect.. .. Attach additional sheets if necessary Policy.:6.. . Protect::and restore the quality and lunciion of.the Town.of Southold ecosystems including Significant:Coastal.Fish and Wildlife Habitats .and wetlands. See LWRP Section.III Policies; Pages:22' through:3i for'evaluation.criteria. nYes.: .. No ✓ Not Applicable No effect . Attach additional.sheets if:necessary.:... Policy 7:. Protect and improve air,quality:in the Town of.Southold. See L"P Section III';-Policies Pages 32 through 34:for:evaluation`criteria. . Yes. No �/ ::Not Applicable 0 � . No effect: Aftacli additional sheets if necessary. Policy 8. Minimize: environmental degra.dation'.'in Town. of:Southold from.solid:waste:and`hazardous substances.and wastes. S.ee LVV".Section:III-Policies; Pag6.34 through.38 for evaluation criteria.. : . D Yes`❑ No -D Not Applicable No effect . PUBLIC-COAST POLICIES. Policy 9. Provide for publie:access to; and recreational,_use of, coastal:waters,.public an -And public resources of the.Town of Southold: See.LM RP Section III Policies; Pages:38;through 46 for evaluation - criteria. �✓ : YeEl No: Not Applicable Project provides for access to waters:for fshing and recreation activities as the intended:use.of property Attach additional sheetsif necessary.:. . WORKING COAST_k"I'L"ICIES. : . Policy 10. Protect Southold's:water-dependent uses and.promote siting.of new:water-dependent uses in suitalile locations. See LWRP Section III: Policies; Pages 47 through:56 for evaluation criteria: Yes No, ✓ :Not.Applicable O O No effect :.-Attach additional:sheets_if necessary. Policy, ll. Promote. sustainable.:use 'of living marine :resources in.`Long :Island Sound; the Peconic E`s-tuary and Town waters. See LWRP Section III=Policies- Pages57 through 62 for evaluation criteria. LJ.Yes No.a.Not Applicable. No effect Attach.additional'sheets.if necessary Policy 12.. Protect:.agricultural lands:in the Town of Southold. SeelVM. P Section:III:-;Policies; Pages 62 through 65 for evaluation criteria. O Yes O No 0✓ .Not Applicable No:effect. 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. Yes O:No Not Applicable No effect . Jeffre PatanjP. TITI;E_iAgent DATE bsizsizs. PREPARED BY...:.. , :::y...,._:...:;.:,:.-:.. ... April 23, 2023 Town of Southold Trustees Town Hall Annex Building 54375 Route 25 ® � � 2 � �1n P.O. Box 1179 15 U Southold, NY 11779 APR 2 6 2023 RE: 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE-SOUTHOLD SCTM No. 1000-78-5-13 Southold Town Board of Trustees APPLICATION FOR PERMIT Dear Trustees: We hereby submit four (4).copies of the proposed plans, applications, check, photographs and required data for permit approval for the above referenced project. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290 or e-mail at JJPatanjo@gmail.com. Very truly yours, ffrey Patanjo P.O. Box 582 Bohemia, NY 11716