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Home My WebLink AboutTR-10510 Glenn Goldsmith, President �®� S0Uryy 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 C®UNT1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction % constructed When project complete, call for compliance inspection; •j,},i�'* �"f�"s, `•` _ 'y-.�` ,�° ,JA 9 ♦• r�G;�e�1•tt� r• •:J'`�• �`rs �,+� ` F'r.;�µ` ~I+�0.:. ,'€'°'Fey�. r r it vs W a k q�4 aiic ^ by S��A i r•l, '` `•� r 3'✓ AJ.. /'!^'' �j .5 'l`� � _ n e _ ff'i ��•'' '`�`''�; `�"(J`ZU'\•r' _ il��`�,• ;'sue i'{41, a ,i�`:� r%`�;1, __�,.. !� U l" 'if�V"�a' '' r '-� `•,� "��+wxcxcL+X�"� '4'Y.KrYig.*•t;�`:.12RfX:t.SA'^..'."F�`,n3'.M.w'�"cu?�TM&!•s:' •""'.iTJf•'Se:s'L'L:M!BiGtlb`,.:;:;f P:.'�i'3,'M6Y:.c;if*.�T.�'��.,, �.°9.+L'.C';r'.KS,6't�'G.e;.Y"�..,rp`"'" ---t.L�S%�";7'i'1"F^�..' 'r', i.9=tiili4" �r r' BOARD OF SOUTHOLD TOWN TRUSTEES ' SOUTHOLD,NEW YORK z. PERMIT NO. 10510 DATE: DECEMBER 13,2023 r ISSUED TO: JOSEPH SBARRA PROPERTY ADDRESS: 2590 COX NECK ROAD, MATTITUCK 'r f" SCTM# 1000-111-8-6 AUTHORIZATION u.. .: Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 1 Y° accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 13, 2023, and in consideration of application fee in the sum of$1,250.00 paid by Joseph Sbarra and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a proposed two-story dwelling with a 2,170sq.ft. first floor living t `l space,2,001sq.ft.second floor living space,277sq.ft.front covered porch, 104sq.ft.side covered �.mtJt t „ patio,488sq.ft.seaward first floor covered patio with terrace above,54sq.ft.side covered .. entrance,and A.C. units; a proposed 624sq.ft. detached garage landward of dwelling; a 20'x40' r. iax i:t in- round pool with a 400s • . patio surround, pool enclosure fencing, pool equipment area; and to install an I/A OWTS sanitary system;with the condition to establish and perpetually maintain a non-disturbance area running from the 30' contour line or the seaward end of the u neighbor's fence toward > 's the water; and a non-turf area running from the 30' contour line or ` the seaward end of the neighbor's fence,landward to the pool fence; a revegetation plan tocg address the clear cutting of the lot; and as depicted on the revised landscape plan prepared by, Dragonfly Landscape Design,LTD., received on January 26,2024 and stamped approved on March 21,2024,and on the survey prepared by Steven Barylski,last revised January 11,2024 +' and stamped approved on March 21,2024. r IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these f presents to be subscribed by a majority of the said Board as of the day and year first above written. tro ' • it 6• 'e%r.°.GX:'&'�.• ;..uMf:Y:a`rw�J,'y�2£:�Fic'z±,f.'u;:'r1r�.P.ff.5'misL,7n,:sL'r," TALt:z',�;,';.n�?�&,Sk'.'it�'Fr3TT'v.�'R;.�r:rw",^,.a'iLd:si:;vyr.:.Mati9,^�e•S:u.�L.nr.+.it>z;u+lsd;i[31i�`��r,�,1x"��;:uL�xwr,�•`�fJ",?;•��~ •• �,.G�-` G��`.y�'_ •3C'm7!r ({� 3 :':y'� py � j'` `"-"'r_,;..`v"'.;�7•'Cv...,?""K; q� 'x°nT�,.,.�,.'.• f1'F�„��+!" 't`" y9• '°��,. ; "l;Y3B..; t'I�j$ t1<yt•�+" `7. bpi s�ai�p'1�'l t�. �•� 6 �±��' ti{ tr.w•'�3°" •"` •;+..••..�' .4: vt :'•.. ..�(,e Jd � f. .?,1 1t •..4?'" Y kt ^r.�f' TERMS AND CONDITIONS The Permittee Joseph Sbarra, residing at 2590 Cox Neck Road, Mattituck,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 Permittee wishes to. maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the 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. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the,Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. 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. 11. 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. Glenn Goldsmith,President �®f S0 Town Hall Annex A. Nicholas Krupski,Vice President ®� ®� 54375 Route 25 °L ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Elizabeth Peeples G � � Telephone(631) 765-1892 a°` Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 15, 2023 Debbie Orlando P.O. Box 2 Water Mill, NY 11976 RE: JOSEPH SBARRA 2590 COX NECK ROAD, MATTITUCK SCTM# 1000-113-8-6 Dear Ms. Orlando: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 13, 2023 regarding the above matter: WHEREAS, Debbie Orlando on behalf of JOSEPH SBARRA 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 October 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 December 13, 2023, 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, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 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 JOSEPH SBARRA to construct a proposed two-story dwelling with a 2,170sq.ft. first floor living space, 2,001sq.ft. second floor living space, 277sq.ft. front covered porch, 104sq.ft. side covered patio, 488sq.ft. seaward first floor covered patio with terrace above, 54sq.ft. side covered entrance, and A.C. units; a proposed 624sq.ft. detached garage landward of dwelling; a 20'x40' in-ground pool with a 400sq.ft. patio surround, pool enclosure fencing, pool equipment area; and to install an I/A OWTS sanitary system; with the condition to establish and perpetually maintain a non-disturbance area running from the 30' contour line or the seaward end of the neighbor's fence, towards the water; and a non-turf area running from the 30' contour line or the seaward end of the neighbor's fence, landward to the pool fence; a revegetation plan to address the clear cutting of the lot; and as depicted on the revised landscape plan prepared by, Dragonfly Landscape Design, 'LTD., received on January 26, 2024 and stamped approved on March 21, 2024, and on the survey prepared by Steven Barylski, last revised January 11, 2024 and stamped approved on March 21, 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, Glenn Goldsmith President, Board of Trustees GG/dd 0 -OLD TR...U,,STEES UTH" , Issued To Soseah ectfism. Date ►a � Addr'' iess �s� JHIS NOTICE. MUST BE DI01A►IYED DURING CONSTRUCTION ,MOWN TRUSTEES OFFICE,TOYV'N OF 50UTH6LD SOU7'HOLDo N.Y. 11971 TEL.c 765.1892 y= o�' oaFFO(,rcoG Glenn Goldsmith, President �� y Town Trustees A Nicholas Krupski, Vice-President y z 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly 'y�j ao�� Southold, NY 11971 Elizabeth Peeples 'x" �' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: JOSEPH SBARRA c/o DEBBIE ORLANDO Please be advised that your application dated October 26, 2023 has been reviewed by this Board at the regular meeting of December 13, 2023 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project- £ k 1"U66M"J ft" F1Q 1�6 U,6*- d'ff4q6�_ SILT BOOM Inspection Fee ($50.00) 18t Day of Construction ($50.00) % Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable'to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: 3 TOTAL FEES DUE: $ 50.00 Fn o'A BY: Glenn Goldsmith, President Board of Trustees SURVEY OF PROPERTY PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-113-08-06 �0 DOLPHIN AREA = 61.404 SF. = 1.4096 ACRES (TO TIE LINE) q SCALE: 1"-40' NOTE: THE EXISTENCE OF RIGHT OF WAYS. S DOLPHIN WETLANDS AND/OR EASEMENTS OF RECORD \ R)o <, IF ANY. NOT SHOWN ARE NOT GUARANTEED. �¢�q NON-DISTURBANCE ' Iro BUFFER AREA coNc. °°a. 170 JAN 1 9 2024 „. '..` �It' 0 '..`.' TIE LINE ALONG �_ .. g APPARENT SHORELINE w. NON-TURF . . BUFFER AREA "Ala ^�_ �c� • '' •\.:,;..`..: , LAND N/F Nr,�; J. SBARRA / �.. . :..:.' CONC. .cam .. EDGE OF '. :":'....:.:.:' A / �L � - :J.CLEARING; '.: � MON. APPROVED BY POLE POLE /�i poq eA04 .9 r�< Q BOARD OF TRUSTEES 3e TOWN OF SOUTHOLD / .. N ��,-s e <°o �F / �� a :, ....3Q.. P° .. �nro� T ':•' �.�;•i�,� SET STAKE DATE ll�arc�4 +. 0 p�0,• PROPOSED / 2 STORY RES pVE PROPOSED / ? DRIVEWAY n R LAND N/F 32 DEAN ST CORP. rn PROPOSED GARAGE / I EDGE OF \ CLEARING POD' • - v � / �. '� RE-BAR LT 1 � PDST e> Vv oo LT POLE r ®PDS R��E"ry 6 ..ONC. QO POLE MO QR� ji POLE `� �L7-, µ r SHED i m t 0 0 LAND N/F i CID G. MAUL POLE 0 Z COi4c. •\ O MON. \a J NOTE: TOPOGRAPHIC CONTOURS RESULT FROM AN ACTUAL FIELD SURVEY AND REFER TO N.A.V.D. 1988 ~- - -- -- -- —XX ' -- EXISTING CONTOUR UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED L AWD SURVEYORS SEAL IS A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.STATE F THIS LAN. 0T N C V1 �O SURVEYED B Y: ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL {r L V V OF THE LAND SURVEYOR'S EMBOSSED SEAL OR INKED SEAL SHALL BE CONSIDERED G- TO BE VALID COPIES Q'< F•BABY '� S T E V E N B A R Y L S K I CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED J� �S * N.Y.S. L i c. No. 050453 IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE N.Y.STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 4 ' P.O. B 0/� 6005 SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY %` IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY } S 0 U T H A M P T 0 N. N.Y. 11969 AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING °� INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. --' `f ��(/ O C T O B E R 19. 2 01 9 UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS.IF ANY.ARE NOT SHOWN HEREON. �/Ijs 05045n' J� 10-3-2023: ADD SITE PLAN ALL NATURAL FEATURES SHOWN ON SURVEY.INCLUDING BUT NOT LIMITED TO �O 0 10-24-2023: REVISIONS BLUFF CREST.CLEARING,AND WETLANDS SHOULD BE VERIFIED WITH THE LAN 11-30-2023: LATH BUILDINGS APPROPRIATE REGULATORY AGENCY. 1-11-2024: STAKE PROPOSED EASE. 3605-E PHONE: 631-283-4525 - STEVEN®SBLSPO.COM Plant List&Key Key# Common Name Botanical Name Size Quantity Native Trees-Canopysplarted-10'on center 1 Eastern Red Cedar Jumperus wrg+mana g Black Tupelo Nyssa sylvahca t.5/2"cal 4 { r 3 Black Cherry Prunus serotina 1/1 5"cal 6 Native Shrubs-Understory(planted-4'on center 4 Beach Plum Prunus maritima 2 gal 30 •�-.-ay�7�� 5 Bayberry Morelia pensylvamca 3 gal 20 r7,�•?�1 6 Broom Sedge Andropogon virg+mcus 1 gal 35 7 Groundsel Bush Bacoharis hahmifolia 3 gal 20 i Na'!ve Grasses lanted 12"-24"on center B Cape American Beach Grass Ammophila breviligulata plugs 650 9 Switch Grass ? '• = rr r A c/1-a '?� Panicum virgatum 2gal 150 �� D^t 1IS L! lE _E- W(li'D CL i._ r -,- � C_ L•"1� ." ,^—"—�-- 10 Little Bluestem Schizachyrium scopanum 1 gal 150 0 r20H Ti+'S L/FI . Lk JD4/A l� it> �OD< 7AT/p ;r:kCL 3F /1 Salt Water Cord grass P-. „s} ,�.o ;5 /1 NCjr J-TUB( �u`�Fk 9 Spartna akemi ora plugs 650 �S✓I�>4�=! D 1r_ rtol-E: �i-��T/ON L��iF4ND -" — IsTozY re�rr� � s+cFNCE o ?r �erov�p 7YPIZ-AL PLANTING Drwi, / FE�Z on center(-)-FELD 3E(ONO/�I(El) A N� $T/�ICE hY ach Grass Ammophila brevlgulata plugs 3000 (RAZYL-SKt Sr(�vFyv�7 e t , � Carex pensylvamca 1 al 500 4 / rttil() ChF!!/`f �.��YK (L"'GE t\ �/ /� i ri�j>k11{I!'4:C LfLr l+=•'1/'•"-i- I � �l< r +..If!-L� L;,,,F "Note that existing turf in this area wui need to be removed I, AJVe T (.UX NECK krJ•'+D /,pE C Vl OU S) TT u 3 'b� JP't 1� (�--'—f'3 � / i t'LD'u-�•hUL � I _ � I I JTE I 0 ` LK t A�� o T !/ rnta <;,.F;. Acre,llrSrrz 14 , 10 I t .1� Dr'!i > t U POLY FErI_E Q I jCJ ----- -- - - - J (Of 'aC er Z AD-- > �-- TrG Lrrl ki3Oij�� A �;,azEt1T Yj'C:':-,,�:, Ct ir- ! � ✓� CAA-01 LINK FEnfCE � APPROVED BY BOARD OF TRUSTEES .�a (.� I�I �r� T-LOM) zo�LE- XE no.,t ��: x TOWN OF I SOUTH ' a o f a,��P,Reve,.P, — v �"" 1 � ; � \ � Rear Yard Revegietation Plan I LANDSCAPE DESIGN LTD. ��^ DATE ; t ,I XM 2 6 2024 `6 4. , /� � oLja y PQ Box 974 Westhampton Beach,NY 11978 / Ii v 631-288-8158 www.dragonflyLTD.com I J` dJanuary 15,2021 Sbarra Residence a�*�: 2590 Cox Neck Road { January 22,2023-Revised pathway,m reQuested Mattituck,NY 11952 SCTN!#: 1000-113-08-06 Doug Nappi ,,aP,.,..w r,�n,..,a.�.a.q..m.,,,.a..�n.„n•PSM.r sf�m=a...�n.a.dm..m..��,�w..n wa",•,.a,,.,..s...n..w s,r�.r<,.,,,.. S .C.T. M . # 1000- 113-08-06 ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND WITH THE BUILDINGS AND IMPROVEMENTS THEREON ERECTED, SITUATE IN THE TOWN OF SOUTHOLD IN THE COUNTY OF SUFFOLK, STATE OF NEW YORK. AND BEING MORE PARTICULARY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY SIDE OF COX NECK ROAD A DISTANCE OF 576.68'± ' FROM THE NORTHERLY SIDE OF MEDAY AVENUE AND THE POINT OR PLACE OF BEGINNING. RUNNING THENCE ALONG THE EASTERLY SIDE OF COX NECK ROAD N 15°13'00"W 80.00' TO A POINT AND LAND N/F OF J. SBARRA. RUNNING,THENCE ALONG SAID LAND N 62°50'20"E 679.73'± TO A POINT AND THE APPARENT SHORELINE OF HOWARDS BRANCH OF MATTITUCK CREEK. RUNNING THENCE ON A TIE LINE ALONG THE APPARENT SHORELINE OF HOWARDS BRANCH OF MATTITUCK CREEK S 47°02'40"E 102.15' TO A POINT AND LAND N/F OF 32 DEAN ST CORP. RUNNING THENCE ALONG SAID LAND S 64°14'00"W 731.24'± TO A POINT AND THE POINT OR PLACE OF BEGINNING. fr SAID PARCEL CONTAINING AN AREA OF 61,404 SF. OR 1.4096 ACRES. E �C-" E 0 E JAN 1 9 2024 Southold Town Board of Trustees S .C.T. M . # 1000- 113-08-06 NON-DISTURBANCE BUFFER ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND WITH THE BUILDINGS AND IMPROVEMENTS THEREON ERECTED, SITUATE IN THE TOWN OF SOUTHOLD IN THE COUNTY OF SUFFOLK, STATE OF NEW YORK. AND BEING MORE PARTICULARY BOUNDED AND DESCRIBED AS FOLLOWS. BEGINNING AT A POINT ON THE EASTERLY SIDE OF COX NECK ROAD THE FOLLOWING 2 COURSES AND DISTANCES FROM A POINT A DISTANCE OF 576.68'± FROM THE NORTHERLY SIDE OF MEDAY AVENUE. 1) RUNNING THENCE ALONG THE EASTERLY SIDE OF COX NECK ROAD N 15°13'00"W 80.00' TO A POINT AND LAND N/F OF J. SBARRA. 2) RUNNING THENCE ALONG SAID LAND N 62°50'20"E 544.82' TO A POINT AND THE POINT OR PLACE OF BEGINNING. RUNNING THENCE STILL ALONG LAND N/F OF J. SBARRA N 62°50'20"E 134.90' TO A POINT AND THE APPARENT SHORELINE OF HOWARDS BRANCH OF MATTITUCK CREEK. RUNNING THENCE ON A TIE LINE ALONG THE APPARENT SHORELINE OF HOWARDS BRANCH OF MATTITUCK CREEK S 47°02'40"E 102.15' TO A POINT AND LAND N/F OF 32 DEAN ST CORP. RUNNING THENCE ALONG SAID LAND S 64°14'00"W 142.71' TO A POINT. RUNNING THENCE THE FOLLOWING 9 COURSES AND DISTANCES. 1) N 75°08'00"W 7.44' TO A POINT. 2) S 87°02'21"W 15.58' TO A POINT. 3) N 80°15'38"W 12.16' TO A POINT. 4) N 67°00'01"W 14.42' TO A POINT. 5) N 22°24'08"W 13.68' TO A POINT. 6) N 01°02'34"W 13.44' TO A POINT. 7) N 03°21'59"W 16.13' TO A POINT. 8) N 27°29'57"W 15.59' TO A POINT. 9) N 41°36'46"W 7.02' TO A POINT. AND THE POINT OR PLACE OF BEGINNING. SAID PARCEL CONTAINING AN AREA OF 14,366 SF. OR 0.3298 ACRES. F E E JAN 99 2024 Southold Town Board of Trustees , RA 71 lot ''fir`.• �� it �,`` � \•;.� •.,,,. '+•'+ oi �� ►� � \�� ;.fit• ,, 12 / 6 / 2023 14 : 11 ' �`�'* •� All fay' 'y� Q�,� O � `IA`� �:� •`� .�.... �;^!Cf` NO . . r ,� � ��• Its ,� Y.,. � � :y �. � � •�,',+� ��' '.`Ifs";. - n S IJ• _ . -` ` 12 / 6 / 2023 14 : 12 46 lit- 147 �+ �.:-•e!�„r�....-— _ __ � big G' • - 'A .},�,.k'-�,a.:.. y .._mob _ 1.�-•• .•-ice �' �.II �`.� � < _'u �•! .. �' \}. ^ e` ` Cam + ^4.t-_ _ • mmac `+ _ Y 'Jv -i. "1� �. SURVEY OF PROPERTY PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-113-08-06 �0 • AREA = 61,404 SF. = 1.4096 ACRES (TO TIE LINE) q DOLPHIN SCALE: 1"-40" NOTE: THE EXISTENCE OF RIGHT OF WAYS. S DOLPHIN• r�� WETLANDS AND/OR EASEMENTS OF RECORD \ Sl)o IF ANY. NOT SHOWN ARE NOT GUARANTEED. CONC. 00 R 170 TIE NE ALONG NI APPART SHORELINE L t•vV 2 7 2 .ji Towl LAND N/F `N.J �� M P J. SBARRA MON. ' a RAll POLE�' FaA aEMOVE v a 1 tO 6E .„, .,,,. POLE / 'Aoq N".4 ,' Q I/n QOaC�za r / 4 / LP O.W.T.C. �w 615 N ,`30 ..s 7�'�.p fENCC � J\•! �/� (EXP)'* ONO., ° PROPOSED ��pp eo2 STORY RES LP 2�m 3g. DRYWELL CALCULATIONS: ( �� PROPOSED a-� 0 5 cE" -4O.W.1 BUILDING AREA = 3.716 SF. (ROOFED AREAS) / P 'r e400 SF. Zm) _ `NKFCNCE 3.716 X 0.167 = 621 CUBIC FEET = 4.654 GALLONS t m s Na r�N-� LAND N/F INSTALL: 20 / ) oop�o cN 32 DEAN ST CORP. TWO (2) 6' DIA X 6' DEEP DRYWELL = 2.514 GALLONS EACH POOL 4.654 GALLONS REOUIRED. 5.028 GALLONS PROVIDED Z 1 DyN 1 N ' PROPOSEDe' GARAGE RE-BAR LT 1 � POST • c411 I ONO• / ��`A1 o O ' LT POSE / w,♦}��,' x ®PDsj V / _ONC. POLE M P POLE lz Z i N � SHED 1 C1 mW 26.. LAND N/F i cp G. MAUL POLE C� •O O CO�JC. 1 MON. O (3% Vpl: NOTE: TOPOGRAPHIC CONTOURS RESULT FROM AN ACTUAL FIELD SURVEY AND REFER TO N.A.V.D. 1988 •- ----" — — -XX "' ' EXISTING CONTOUR �13 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209 �•� SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. i ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL *� DF THE LAND SURVEYOR'S EMBOSSED SEAL OR INKED SEAL SHALL BE CONSIDERED . I OF 1 y E[A SURVEYED B Y TO BE VALID COPIES �i •I CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED ! ' 8A/� 0 STEVEN B A R Y L S K I IN ACCORO.,NCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS (� Jv y� �. ADOPTED BY THE N.Y.STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. �i N.Y.S. L 1 c. N o. 050453 SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY P.O. B 0 X 6005 IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING AND LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING 6. A= SOUTHAMPTON. N.Y. 11969 INSTITUTION.CERTIFICATIO•IS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. n R � OCTOBER 19, 2 019 UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS.IF ANY.ARE NOT SHOWN HEREON. _09 `� ALL NATURAL FEATURES SHOWN ON SURVEY.INCLUDING BUT NOT LIMITED TO Zs 050453 10-3-2023: ADD SITE PLAN BLUFF CREST.CLEARING.AND WETLANDS SHOULD BE VERIFIED WITH THE �O Sv 10-24-2023: REVISIONS APPROPRIATE REGULATORY AGENCY. L/�N 11-27-2023: REVISIONS 3805-P2 PHONE: 631-283-4525 - STEVEN®SBLSPC.COM } RevlsloNd Q SECTION R301-DESIGN CRITERIA GENERAL NOTES: 1-a FOR M_,, Ob7BO/!B 3 } R301.2.1.2 Protection of openings. THEPAMTER WBL NOT WIVE MNmOLOR RVAGE aFAHD WILL NOT BE RESPoN9¢E 2 i h80N THEMTOow✓s FlR '• - - FOR WNSTRUCr10N MEANS.METHODS TEONLGUES.SEDUENCESAND PRo6RAM9 IN Q Exterior Glazing in buildings located in dope openings proles shall be FABTEN ACHEN LYWOODFAN¢ -- ••• mrr+ErnoN wITHTHE WLMGC protected from windborne debris.Glazed openings protection from FAsrw EACH Eno DF ae mTll T)T---r---T---rTT---r---T---rr-r-- Z R..X°-1?6CREW9 EP.CH wD ' ' ' ' ' I I I 1.TMUES.REACTORSWLLGIVEPLORDER OFANY RTIC AUMHAV/S.ENNORDIN ONT wintlborne debris shall meet the requirements of the Large Missile ' ' ' ' ' ° I RULEPERFOAWN FTIo I6LAFXLS DERSOFPNYPUBNCAUI CHIECTIFTONTHE H _ Test of ASTM E 1996 and ASTM E 1886 as modified In Section ;';"""+""" """,;'�'"'�"""�""""i DRAwNG9&S%FTHE VAGI(AREATPROMPRY NOnFYTHEPRDiiER IF THE DRAWINGSF CONTRACTOR DEFVA.INDE TIFY AND Z 3D1.21.21.Garage door glazed opening protection for YAndbome •axalrr swEws,z D.4AT ALL § zGVNERarvo LWnMROR swuL OEFFMo.m�MraFr arra NOLDwwrNLEss THE YwFII)O'N� MCHTERNLUDINDENTBOUMITEEE9FROMILLL RNM£IISN CU LOssE9a DE.CRIPnCN DALE L stand rdshallor Ameet NSIIDerequlrements of an approved impact resisting NO NMUMPE.DBMPAId:LTD i��"¢•�•¢••�9 i r"`�"`¢" /GOORs FAPEN6ES IN0.UOWO BUr NOT LIMITED TOATTORNEY FEE9AW51NG CUT OF OR U standard or ANSI1DASMA 116. NOT Excemx°•xe'DIMwaoN � � ) I I i I eErera REsnTu/c FROM THE PERFORMNILE OF THE noRK PRowoEO TwaANr sLw nam, cMec<eD e r Exception:Wood structural panels oath a thickness D(not 'I. -E.Loss qt ExPwsE LF, U p P SNM „' (l)ISATTWBInABLE To BOO&Y INJ .SICKNESS.DISEASE OR DEATH OR TO WUM To pi Ins than 7116 inch(11 mm)and a span o1 not more than 8 feet -- -e_�ee=3rr_s. ___�=e.3reri.(_L__ DEsmucneN OF TrwclelEPROPERn(OTHER THAN T VYaRKITBEIF)IN0.URNG THE DRAWN BIY, Q 2: Ks LOSS OFUEERE6UTINOYHEREFRRNANO 6 (2438 mm)shall be permitted for opening protection.Panels shall h6 on THEFNr OO,CIA9 Fla -- I I i i -BER UNDER PLTWOODPATEL _ ___r___T___T ___r___r___T_ DIISCMsmIR.ANY EORWPAR R.ATTONEa PLT OR RDUISCIOFTHE LF.7 Bri7PA TTT I i -R.ANY 9UBCONIMCTORANTONE DIRECTLY OR INDIRECHY EMGLOTm BY be precut and attached to the training surrounding the opening FASTw EAJ]f END OF aevnrH ' ' I containing the product with the glazed opening.panels shall be NPexa'rrscows FM,ETO i i��"+�"�+___i i i""-¢"""¢_"_� ANY OR ORA ANY NE FOR IN PARTSE BY ANY Of THEM MAYBEIIHERE NDERGE69 F i i 1 i i ' ' D WKEfHER OR NOT IT I9 CAUSm IN PART BY ANY PORN pIDEMNFlEO HERE lBa7EA, q predrilled as required for the anchorage method and shall be III . L . . ]ALLIMEWRi ECILLON9TOF-ONS. CODE.1 NE. til e Z seared with the attachment hardware provided.Attachments shag K. ' ' __�Ii 5� aAu cooEeaREGuunoNs of x2o RESIDENnu wosoF NEwrORasTATE swuL Q FFxa,?BREW nY ATALL K A___�___t_ .___�___�___. § _OVER__ UCnwa INSTALLATION. • L bedesigned to resist the Component and Cladding loads determined PLYWDODEOGES I I I - S.ALLWNRETETDHAVEAMIHSTREN NMO P9ATMMTa ExCPW EXPOSE in accordance with either Table R301.2(2)or ASCE 7,with 7Is .MUMPLYW000 PAFELTO �EMRAnAcE V59AND6rEPa TO BE]600 Ps MIH ALL CONCRETE TO BE S TO M Z U NOT FxLEma••xr RMwaoN W permanent corrosion-resistant at[achmerrt hardware provided and i'.---3'".--.'t-".-r i anoGR c¢urz.RmFJOIsrs.H�AOERsawxLsnrosmBEoouG.FmrzoR BETTEa Q . KKK ) K ii i WRHAMNIMUNM650 P9 anchors ce with Table installed 1.the aurone.Attachment in i+---------------+ +i__ } he ONIHEMTD01IGlA9 FlR T.JRL FOOnNG9T0 BEPA ONwRGIN eRL VATHASSUMm BEARNGWMTY OLITONIF F- Z accordance with Table R301.21.2 is permitted for buildings with MEN.FUNOERPLYW000 FAEL Flm vEWFlm sGl coFnxnonsvxar.mNTRaDroR Hero NonFr AACWTER IMNERAT¢Y BEFCTE RO[£EDING WITHANY MR1E YtiORH Q mean roof height o(46 feet 113.728 mm)or less where the uttlmate FASTEN EACH ENOOFa6 WTTII aCD¢SCNOS WORKNWLL ED.YAU SM&IE9T REwaONOFTHE¢ECNUrK J design wind speed,V.is 180 mph(290 kph)or less. cepexa,rr acREVrs Earl ENo POG mcESJvn swat BE NsrJRLEo eraucwsmalNsugm¢ECTWRNL 9.PLL RUMBWG YIORIk s WILL COMRT WITH 2020 RESOENRAL CODES Cf NEW YOGA SrATE W TABLE R301.21.2 OF THE 2020 RESIDENTIAL BUILDING CODE rrWrAL ANDS IwLLn IN5T DBYAUMNSED&1NSUREDP SER ,g H ,£-N9aeATH9TOHAVEENHAUSTFANSASPER2020RESOwTW1 COOEOFNEW � OF NEW YORK STATE WIND-BORNE DEBRIS PROTECTION YORK STATE Q FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS aB' OPENING PROTECTIVES FOR EXTERIOR 11.Yows CNOT WATER PIPES WITHNINSUTATED W7LLL JGBi,ETOL CAVITIE9T0 BE Z OPENINGS LARGER THAN 4'X 8' N6 AER 0 12PROWDEmoGRAMMABLECLOR(TY1EDAYRWGHTTHERMOSTAT. F FASTENER SPACING 1]ExTEWORDDDRn ANV.NDOW�T.BE IN9UTATED.1A9£ANYDCCNCR-DOW O 3 F 4fOotS 6(Oot< 6�E'T"'� NSTAU_PSSL FEDSNIB-PBOVEROOR THE GLA6b lb TS&ON PEEAC U 0 FASTENER Panelspan anels arra nets an< 11.INSTAINc.-NREDSMONTINTEROR9ICTED BERt"DUT NEOND. noon P P Pa P 1£m a'e asoRErwror sPEaFl YDULiDEom moron WAnas�vRoWOE HEACERs W TYPE 54foIJt 6foot 8foot OVw ALL WINDOW,DOOR.MCHWAT ErG OPFNOVGSA9Fw THE HEADER SREG1lE T No.8 wood screw ,aJULHEMws B OR uwcER MUST-Da-LE SUPPom STUDS U based anchor with 2F5 ON TIE FUT OOUGULS FlR "' Iso LULISER SPLYYJOODMUSTSEGRADESTAMPED. 4 2-inch embedment 16" 10" 8' MEMBERWOERPLTI'•OODPANEL -- "' 10.0 PEMNGSFOREMERGENR USE 6HALL N0.uoE LCORS OR OPEW,WEPMTsff -T*T---r---T---TTT- FAsmuEAwEHooFasvmH mrmorYS LO S-NC1INFceunceSTRucrEENENDEsroLEGnLOFEn.... ' Til length k6pexalrlswEWS EAw FNo - 'i ' ' aUR1 OPFNING66HALL NOT WPEDE EGRESSINIW ENEAGENR aSHA=vA 8OTTOKA • • -"�i ARFnOFZTso.FrIGHE THINIMUM HEIaHr a:2°•nANBt WTomoFummlBDnoM Q ¢ OF OPEN NG9 OHGHER HANN'aBO EFlN4® OOR NALLPBOYE GRADE W NO.d anchor it I I ( I SPACES UST MEET GRADE COUD BE SO S¢FT.NMJPLL mod I K based anchor with 16" 12" 9" I K' I _ III w1NooW ARCHBLE 1.NOT MUST-EV R. REGBRwFMS W 2-inch embedment ___�___}_ )�'+ 'so-SE.'s norwwcm FOR SLPwWswINANr rnpaRn,rwEss Norm length rsxa,rr swEYrs,Pocarau BD�D m.soL1D¢o4GNa IS TO eE INsrxIEDN¢ooasrsrDas BEnEATHAu sraLcruRAL RTWOOD EOGE9 ' ' ' ° PoSFSw EL4•DSARETOBETRANSFERREDTDHEPDERL BFAMS.0 OTHER ILI c1 BELow114-inch lag screw h.MRS based anchor mMRTDBETRUGSTMICR0U20E gpE9(OREOUAL with Z t 1616UNLESSRHERnMEENOTm}IAMIuYEDLUMBERTDBEFULLSPANMEMBERSTO 24nh embedment LOCATONSINRCATmOILI VLI • F length ' ii BTO INCunM ASR CPROTECTION ROTECTDAI GIRDER LOCAMU.71PLE NMEMBER BE-B-SAENED-ETHRASPERMCTAFF-5PECS. ry .^ ()- ExCEmA•'xa'RMENSIXJ E 23.KL STE¢TO BE ASTMAT6 TO BEARON 3TEEL[OL,AIN9.STEEL BEARING PlATE9 I;.I IL For si:1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N, ' ' b L Armon conwEYEABINRCKTm on n7ws -_ 0 mile per hour 0.447 mis AaXat?6CREWS IPQ4 AT ALL """��""�""" 27.STE¢NTCHPIATESTOBEAarMA]BAFDTOBEARONWOODPo6TaA4 1N-E. QI PLYWOOD EDGES ON PLANS FLITCH PLATED ARE TO BEB0.TEDAS PER FLRRI PLATE BOLTING SOEG&E l Ij ° Z a.This table is based on 180 mph wind speeds Vmr and a 45-foot i i I b PROVIOEDON PIANS WHEREAPPLICABLE T K ll 0 meanroof height. i I i 2A.AL¢OLAORCUu JDIs Ss CHATTACHTORMHHEADERS.e S,CRRHER �O I MEMSERSAAETOBEINSMMDW METALJRBTWINGE& A F b.Fasteners shall be installed at opposing ends otthe wood 1,_________ _11__ 25.ALL SKWIGMr OPwIN09ARET0 BEOWBIE FRANmWITH JRBTHANGER£ to } L U aeRJTHEFLATDGIGLASFlR -- ----' M.HG°EOYMERANIYIXiCCN}RARGLI9RESPON9IBLEFRiP¢REOUiRm INSPECTIONS .Z from mthe panel.Fasteners shall be located not less than 1 inch MEMBER__PL_.RJw¢ 3'. m iromthe edge the panel. FPsrw FAO1 ENOOFABw1TH DUWNGTHEOlI1gSEOFCON CTION.ARCHTECTISNOT REsPoN51¢EFOR VW 9 P CEmFnNGANYPA4TOFTHECONSTRUcnGi Q �Z j (s)vaXa,¢sREws FAW END Q a embednchom entengthonotIhall penetrate Ins gh the inches wall the billovering ing R.A LLOYESMIJBTBEORR DFG3BFPJdNGCA TO BY OTHERS 2 Q 10.ALL RMwaONIND FOR WOOD FRAMED WAIISARETOTHE BARE STLC9 UME39 NOTED IU an embedment length of not less than 2 inches into the building '°' +Po.c a1,1ERYASE 1() xQ Yj O Iframe.Fasteners shall be located not less than 212 inches from TrWVL 2£ALLPREFAeW--R E9TOBEENGINEERm BYDTHERSOWNERCR O mVF Q F the edge of concrete block or Concrete. mmPxTogroPROWOE ENGINEIOBNC ATm DEaGN rALRAnnoN£suw U~ Cu0.nanw9 E-LBEAR THE SEALAND RGNATUnE OFAUCENEED PROFE990NAL 0_ p tl.Pane using vibrahed tmasonrynrmchors strong an ulthag imate TYPICAL OPENING PROTECTIVES 9000wM RORSHNLFMGIIM¢EWMSEIFWIIHTHEPRDJERANOCONSUT.-- o Wok W madded al iapaiityofn not lesstant ounganuttimate FOR OPENINGS LESS THAN 4'X 8' ARD�TERWnH^nYDIBOREP^NREBPWDRTOBT^RnNG^T^WIDRti o� 0 withdrawal capacity of not less than 1,500 pounds. srxE,rr.r-P _NTEWDR FsrxENSHES To ee SELECTED BY OWNER 7 A-ERMTOENSURETHATALL10ORMEMBERSDONOTFAILal. BENEATH PLUN_.DROPS t1 .ALL-ROR WINDOW'S a DOORS TO MEETA69NIMUM DESGN PRESSUEASNOTEooN 2020 RESIDENTIAL CODE OF NEW YORK STATE NOTE' ¢Evnnons F ROOF NEWfV.TR� NEWPV.T.R; NEWCV.T.R1 F30121.3OE9GNR&TERIA 05.ITIS THERESPoNSIBmTTOFTHEBUDw TOSU lTPNYA LMETIDEOR'AIMNGS TOTHEAPPROPWATETOWN BU6DINO DEPARTMENTS C:'• U CONSTRUrnON M REGIONS WHERE TILE BP4CwNo aPEE06 FROM FIGURE R]013(5j0 mwL OR FxC Eo 110 MILES PFA MCIm I1TT.I KkmT)HWVE BEw DESGNmN 10'.T - 4 eATHRacM I I1 THRaanu PWMARr aATHe/ma AGnRD,wCE._ xRUL METAL HANGERS.CLws.N .BOLTS SCREws.MIN DIRER CONTACT wrTH I,:".' InW f„o I_rz ST 2'Y � S AM¢dCAN FOREST AND PAPw A00CUnON(AF&PA)2018 WOOD MCTRUCIIONMANUAL FOR ONEANDTWOFAMILY owELllND9(WFCN),CHAPTER 3a9OF SPECIFICATIONSTogEEII9BTw CORROSION FROM PRESSURE TREATED ULiMBNER �• nT"JIs (-- 1 r _-, rT I t r ,--1 r�-T--I ,--� 2030 RESIDENTULL LODEOLNEW YORK STALE PND TEE:ASCE TIIHDESIGN LOM FOR BLILRNGSANO STRIICI,IRES REwGONKPN6YAS(£>-10. �'Q�loa$e W ,12'I 1,21 1„rrl „rrl p,rr 1z 11 I,Irr Iz Plrr 11,2 ji- II- Nr I+Irr e= .l 1 IV rT-�sz' I I I TA¢EPrz°''T NYS BUILDING STANDARDS AND CODES DRAWING INDEX: 2 VPlwG SNK wG I. WC HAV W4 SRE OF TPAPSFOR PLIrNBNO FIxNRE6 I I IT�, N9 TO THE BEST OF MY KNOWLEDGE,RELIEF pNCEWO SSIONA2ONEw ow SUCH a,I I V TPAP SIZE pLgNS OR SPECIFICAl10N5 ARE IN COMPLWJGE w11H THE 2030 NEW YORK STATE A7 COVER SHEET&PLUMBING RISER U 3MFl 6EE 6EE SEE FLUMa_FIXTURE M ENERGY CONSERVATION CONSTRUCTION CODE AND CHAPTER 110E THE 2020 A2 FOUNMT ONP AN O a, dim O TABLE I ' FO TABLE ' TABLET BncA,rol REs1DENTVLLCODEOFNEWYORNSTATE. uw•TfnMWam A] FOUNfULTION DETAILS p GO. Go.R1 'IGo. Co. • aAnnuB(mol OR WOSHOWFR HEADAVROR 11R, AC FINISHED BASEMENT PLAN a .. W r °- a• r wM/&POOL ATTARWwT9 AS FlRSi FLOOq CONSTRUCTION PUN �T ja i WHERE MUNICIPALITIES REQUIRE THE REM MODEL PROVIDED AS 9EC.NDFLOOR-143TRUCTIONPLAN IS JR PI&MAItY BATH RTRQi POADERROOM 01OET 11/C PLAN 0 ¢Pi BYNTAINE FIN HERSRATERSRADL DOCUMENTS. SPECIFICATIONS AT SECOND FLOOR CEILING FRAMING } __ t T CONTAINED IN THE CONSTRUCTION DOCUMENTS. 2 t -r- r r- I 4orHEs nAg wsTA APWE 2 AS BELONDF FLOOR CEILING FRAMINGP PN O - Q 1,- P1or I2' II In, 1z P1? I.HERa PG]Ex REPORFASREOLEREDSY DYHERS AS ROOF PLAN Z� m DISMVASH PNSEPARAYEYRAF) 11D, AnnEXTERIOR ELEVATIONS a'Z u SND( I`•"`I FFAFORNEIl THE PRCJER To wsIRE AU.RE0U1nED MSPECYo_srs ARE Al2 B TERRORELEVATIILDING SECTION 00 O nz t. \L(/ 1.THE BIxtDEn IB YO CONTRACT WGHFEits MTERFOR THE WNSIRUCRR11 D15PECRON 9fYR A1C DETACHED GARAGE PLANS/ELEVATIONS a SECTION 0 ,ROCR O ¢Po" " P PORTION OFTHE PROJER.ILLL FFESARETHE RESPoNS,@LTTT OFTHE BLLOOL A1] BUILDING.ECTION OD 3 SLE MOEN 9NKIGIBOFTYATRAFS,wI CA GO ° DISHNASHERdFOW WASTE dsPoSw TFaM� M AIR StSTRAPDNG DETAILS NOTES J D2 WIND STRAPPING DETAILS B,•�M u,amTr Yue kGE ogMRErvMPumawrs „2 ALLOWABLE LOADS&DEFLECTIONS FOR STRUCTURAL In wlNo srRAPwnc DerAlts PROJEcrA 2]_Dla W K DC NAIL&FASTENINGSCHEOULE f i+¢-Tz- 1, MEMBERS ,,,M,�M„� UkvxioRY DS TJI INSTALLATION SHEET I I DATE. 6/02023 E 1 STRUCTURAL LIVE I DEAD ALLOWABLE 0 I w.c surlw(SKLSmONTHE TRALFLawTe MEMBERS LOADS LOADS DEFLECTION .GALE, As NOTED THGiOLCH 910WETNEAW AFIDBOR B SQUARE FOOTAGES: 0 ROW RALE EX��WOR BALMHE9 X060 2 �� 0.T 4PMANO LESS f,? FIRST FLOOR LIVING SPACE: 2.17D S.F. L L/33D0G.R3-0b °• MORE INAN Si GP.M UPTO I2]GP.M S pTnC WITHOLJTSTOFAGE to t0 V1A0 SECOND FLOOR LIVING SPACE: 2.001..F. F 40. TABLE MORE THAN-G.P.MUPTOE.8G.P.M. ] TOTAL LIVING SPACE: 4.1719.F. MORE THAN 25.�4P MUP To 5900 P.M - A ATTICWI9roFAGE A 10 L71C0 WNISHEOBASEMENT: 1.781 S.F. FilaTICOR no 0 ° 40. Far G'1Nan=25A nur•1F•Lan pv nmMO•]TB6 UN SECOND BOOR >D '0 LlJ60 COV.&UNCOV.PORCHES.PATIOS.a BALCONIES I.-EfC'lHT K GQ A ROOF PA�IER9-GROUTID SNPN LOAD+ATcf Unno FRONT COVERED PORCH: 277 S.F Q -ansrDA SIDE COVERED PATIO: 1...F. REAR COVERED PAHO: CBB.,F. PLUMBING RISER R510ECRRAGEEENTR NCE C%S F. f `FOR SIZE OF PLUMBING TRAPS,REFER TO TABLE P3201.7 TABLE R301.2(1)CUMATIC AND GEOGRAPHIC DESIGN CRITERIA YNN MEGN SNIC S�&IERTOOVJAGE FROM N'PnEA ICE BNdER ROOD AIR NPMEAN Z •.-V q _- c-q - n ' `. - EOLro" EFFER9' REGION DEBRIS ZOTEm 9GN1 F�TMa CTa WOEWATMEM HA7PAOS FFEEDNO M L TOPOGHAPXC CULLWINO WiHID84PlE RO6i UVE 1 CA,mORY wFA,HR0N0 TERb,EF ,ELID• REDIIDtEDn B6Eil ,E� Al 19 NO NO B SEVERE TT TO�HffA�VT F 1E9 NONE °4 ' OCT 2 5 2023 i 5 } RE VI610N 5, 3} Io-------------------------------------------- ---------- W _________Iro _______________________ Z I Is9�D FLR rIa•Ilr. L6nons BO'-lo In• I o• V ' I Z I I ss-b In' I I- I I V3'uStEP DD1H Fp i D 16N I DESCRIP(ION DATE W B FLOOR TO BLUES E OVER 4• VRED CONGfNETE,'A. T. _ LHELKED j ° A19 o P-TE 11I OYER uAT I o o a O - _ ACTED SOIL fsLOPE AT Va• I - - �' Q - CF£R FOOT gWAY FRDn HOUSE) I DRAWN B T 0 I TYPICAL STEEL HaLun.l LF./an/PR I ePROVIDE T B/B• ITEEL XI0'X6•S o5E PL4TE AT ALL STEEL COL. j H•PIXIRED CONE.WDLL UU J•pROPpEp SEAT SHELF .PROVIDE r])52•D.A.EXPPNBION H WITCH INDICdTEO]'LE_AT (mTERJALLY)AND]'LEDGE DROPPED b'FOR SLPB I BOLTS mT0 FgWDATION WALL AT 0 DROPPED 0•FOR GESS AT AT PORCH LOCATION(EXTERNLLY),KEYED TO AN I CALO'W BASE PLATE OVER ryRi OF a Q �IB�Y EE-,E INTERIOR HEP.D6L SGFIEDULE o DETAIL v ttP.REF<R vRE-ORCED I..1331I T w eARE>1. I sumsn s RE-IR=_�, ALL M4TERIAL FDR WOOD FRh INC rw D rr E OB„Ns DiIESa N,T L�B�6 TAW&90,'1 0/ TO HOVE A MIHII y ro Of 030—.I.F Z 5138•P69T.M NEf CiBM M66Nf OP M NOMIN4 LNIBER I n oPeeNs eNALL Nor LESS rHw ss TPAHs, I Q INae MOM NET 0 m nDTH HIe.LL Eil OXB TO Z Ie NOTLOO THAN OO It1CJE9. ATTdAL-1—L-D-11 TO F(TNDOWE WIPER E -F'RTVID�E ale TUIGC 0 6 W 3X10 bb'TO H'-O' WI033INO01T SILL 10618.- ry)3X10 B'-0'TO 10'-0' a ' M CE.6QIGY G1Z MO IOTd.L --- I TiETWALL 19 TO 1.E nM06 3tIMaX LF 5TTEE w PLAIE AT ALL 1 b'-I VD' O 6°G SHALL BE 9PaCED NOT FIORE PROVIDE<])5/B'DIA �3 I bTgIR WIDTH m OFQAIM Ell•H.L HAVE A BILL 1E901R Q POST5 SHALL BE 4X4(NOMIO FOR _J [ W NOT Pyle THAN M 13G1®ABOV2 M 3X4 W4L5,UNL£55 NOTFD OTiERWISE .... I TWW IB•PER]030 F£SIDENTIgL CODE EXPAN51gJ BOLTS INTO I DROPTOP 6 • A F MAOR POSTS SHALL BE bx6 I�FOR "::•• I 9ECTIRI R31033J(ttPJ Fp.NDdTION WdLL AT COLI]'N I WALL AT IOP C TITRACTOR TO 6) g J tpi0—Ilma.rsI 1 u- 0X6 WALLS.UrWE55 SE :••r PLATE OVER nIR OF 3l4• STEP FOR SLAB VEWFY NISIDER H Q M MORI]GNTAL MSA Q M nIIDOR NOTE,ALL SISI GALLED QlT ON ANY I w° TOOK 0,NW-BURINK GRO1T I OVER iYP. RI5ER UP TO Z n51 e1V.LL%NOT LE%THAN R eGfFVII_' OP THE FOLLOWING DRAWINGS WILL - EGRESS IV—WELL. ¢ AND GOONS AS IZXOJIRED,TVP. I FINISHED GRADE O ITN A HORIZONTAL PRO.lGTWM SJPERSEDP TNI5 51HEON.E, usmR I SEE DETAIL]/AB.TTR. m F 1 ,,,lll^^^7775t5 F A3ID IDTH OP NOT LE%MVI%IHCJ05. I I Ww I - __---_- HATC4 a m ou�eeR1 ?� R TO H ESL M LAODaI OR 519 Q _—_ >• D LL 4/43,TTP��LmTEL a mDIC4TE5 a°DI4 STEEL I I II I mDIC4TE5 L7 U QKRO OAai Nvrw¢T�iwNTTB�INCOm LEGEND 4 ABBREVIATIONS I '^ wL cN TOP of 36'xH6•xn• J____________ I TOP w WALL W INTO M"'Em-DD•aOlpO a DENOTES 0X6 v I I BY OTHERS TTP LL o j l II•r TO BE HELD F M IPDOW YO.L PWTNED CONCRETE b•.l___________ 1, I MIN 4•ABOVE _ FRA'ff.D WAIL •�, I I 6EE DETdIL 5 LOAD L__ I -AT SIE D ON SHEET 43. i• LanTxA VIBmc..LvmN BEAwHG wgLL I 4]• � 7 y______ Pwr�D n 61CATER THAN 44 mac SWILL QvIENOTEs w6N I f___, s6• -IIC I }_ I si iLR.s�,IED EABIPP®rsTrl A nBTMVO(TLY A141#'D OR LOW PLAT£ I— Q IAVOBa OR TES UYpLE ITN M T I(]> 3/4•X11 l/B°LVL.1U9N ( I (]l 13/6•X11 T/B'LVL.RUSK CONT. ;f I TO GRADE 0 nNO0111FY1Y Ol'QI NHtIt011 DENOTES POST ___ —_ __—� _{__—_—_ _I P STEPPED W ERCOLI OR RNI69 BNALL NAVE AN IbmL' ® DENOTES POSTED O 1WO-STORY 4'%4'JNd• I• 'k I paOT ;1 6�� LOAO FRaM AmvE I TEEL CO O+rOP OF L___J: L__J^ _ o REOII�D O o W M PVLL ANm BI1ALl R xACa9 lyT ® ewwEv WALL L--J I a]xuxm•xIIREv I nANrAm F NOIQ THAN ID mac aN eBIT3le ABV. PEOVE KOLD DOTq IO 3'-b' I'-]' EEE DETAIL 5 ON 6u'cETPA3. ELPL - W vrRncALLY roR M tl1.L 1EI6Hr DFM I z• I f, e'-m'nwlrlB'T n1Awn raL APB Mi w FBEAM °q EIASEMEENT ' GRADE. W WF ABovE Bs-FLOOR II UNEXCAVATED s 0 •1—— cFa=TE SLaB I ;k rBT£IFPED].I �[ BP EB PoGKET I I bTEP DP)N FRLTI FINISH FLOOR TO m = 6 HIL VAPOR RET'RDERR U I nAXJ Z BLUESTONE OVER d•FYYJRED CONCRETE Q = OVER W:LL COnPACIEO BOIL 1 PROVIDE 34•nm- w W TYR FOUNDATION NOTES: B,N BEARING WALL - 1 bLg9 WITH 6X6-ID%10 W!M Oren UF_LL PROVIDE V]'£XPANSION JOIN. I 3B MAX HIGH N I L ALL FOLNDATION WALLS TO INE 3300 PSI .1D. BIDET - I I COnPACTED 901E(SLOPE aT Vd•PER - ill STEPS UP TO ;i� HA DRAIL.TTP. in H LL LL05ET I I FST dWAT iROn uOISEJ GRADE,(VJPJ•I ti I 6 IV-0'14W AND 62•THIOL POURED CGNG I I q I cF 5TEP9K ----- KR ETED TO 'x 24•POURED CCNC FOCILLb. LEILINb I I 9'-9 I/4' zl'-I V4' I .y4 I w C, NOTED OT�EWW_ D. j 7 ALL�FQl�ATI WALLS A�TO D10. DIRAM1ETER I I r-___ -1 X.-STEEL I-BEAn (U 3X5 TOP PLATE rNaILEI'•J, 36.1 —'-;f DRYUG_LL BT T Q REPFOR w wltH CONTPU23 Y NIRS 45' Dm. vaE+LE ov£N C L__J I T. P TOFLUSH- CK AMT WEB W/]X BLOCKMG OD.HORIZONTAL AND VERTICAL REFER TO vx vISNINAB.�R (])13/n•XII lI0•LVL.FLUSu I BOLTFDTHROIIGK W£B RH V]•OIA ITER BOLTS SECTIONS FOR MORE DETAILS F° FE°Lp� "- _-=--="T---- ----- I b I z �[ l W 3.ALL r0arlt fl SHALL 8E 3T F'BI r-- WW If REPFOR:ED YY(3)CONTRi1 M%BARB GALv. G Ev�I3m z.o•❑• Iz'�• L____Ja ,4 - r s'-s In, I Q Z m AND BE CED HPL BELOW GRADE,STEP HISR _-_-_-_ p HORIz HORIzoNTAL I IUIO-STLRr-4•X4'XV4•STEEL z l j1J FOOTMG5 AS FEO•D.TO MANTAIN HPL DEFTM coL oN roP of 5a•XB-1•xlB° I Y W 4.FOtMATION WALLS TO BE HELD S'MR HB. HOSE BIB _____j I'WRED coNcrtTE FooTING. I I l(1 X O 1 ABOVE GRADE LVL LPHINATEp VErEER TTP,SEE pETdIL 5 RI SHEET a3. I Q H 5.0 DMJDTES RARDWfEv SMOM,,CARBON LUMBER FIRE PROTECTION I j IL m V� O MGNOM � DE DETECTORS,TYPICAL LIR LINEN :.:••::.• rFLOORS 6.®DENOTE6 POST LOCATION,F'IB7YIDE LAY. LAVATORY :••r REFER TO CONCRETE LINTEL IOE III LAYER nm IED I I lu O Q W µq5 µggp DETAIL a/q3,TTP. wcY s]B•'BOARD nEnaRANE, I I U SOLID BLOOCP'C AIDER ALL T•T7816 IYdJ PED PEVCSTAL SINK I EG�59 WInDdU uELL WroD bTR1CTIRAl I 1t Z OEARM UW.1.5 DURM CCNrIF=ICN AND : w BEE DErAIL]/A3,TTP. U 'v PANELS,oR Ea.oN THE r-]' -T In• ro• I •�'( D_ N� J PRIOR TO FRAMM AND LOADPG OF LIPPFSt r1 PARALLEL SrftAND A a I I w° I3mER5Iv£of THE BOOR I A LEVELS PT LUMBER AZ Q D OTHERS TVP.LL. w_ FRAnOVG ds PER R3WB I.4 I Y 2 T.PROVIDE 13/4•X II TB••LVL F£RVETER .. PREssImE TREe•rED � I % BY °' - UNEXCAVATED ' - .' "OO•'°z'»,,, Z LUMBER FrUCCO EXPO^-D H RIM COARD AND PRISM GLOCC AS PER PAN. ANTRY .P I OJNDATILN WALL(ttPJ ".-s TEP DOUN FROI'I I ' O Q�.'y MANIFACTIFER'8 SPECIFICATIONS ItL_EBS ALWMPWT LADDER TO BE PERTaNENTLT N NI FLOOR TO BLUESTO•@OJ ^'^P+� U OTIgpNSE SPECIFIED R RISER(s) I :: L I ,._a' ATigCHED TO FOUND.WALL W/dN mSIDE WIDTH F OVER d•POURED LCNLRETE I ID(D�.2.,��'Y nz Q 0,FASTENM FOR ALL STFUCTURAL LVL RR BOOP RPFTER9 I ..- J OF O•n,,a Tfd:PROJEDT—CFr THE WALL Ib °�p• SLAB WTH 6X6-10XIm— I I ^r `�z 0 MEMBERS 15 TO BE A5 PER MANFAcrUEEf'S ft a 5 ROD.— ::• : TO Bc a rym CF B',i'1ax 6 6'AND SNdLL BE OVER U£LL CO'IPALF'E I �'IT:' W SPECIFICATIONS Ro. RLL'GH_I- L •___ 9PAc=_D NDT I-RE TuaN IB•PER]m]m I N."'k 8 BAIL(SLOPE aT V4•PER I 'o,i' E e 9 FIRST FLOOR DECK RUST BE WALLED 5s1a c - RESIVENrldL cove 5ELTION 8310091 mj d Prot AWAY FRor] "o i E 4'b' m PRIOR To CJ1LIffiCM __ _--- ---- __--- 1 07 U7 4:;tl1e n 7 10.NO LVL POWER BEAM OR WOOD'I•JOIST ° I2'L' - T'-z s/a• ____ 1—in•___ - 54' _-- II'-9 1/4' __ I .. r,....•=e ETIIgR LEAD CRATED COPPER FLASHPG W BWAsrER L__� P I -�_I I �_ __ __2 J =,� z r': am; MATERIAL IB TO COr1E PRO taiTAC(WITH T'R• ttPl u __ -___ ID COTJCRETE COAT TOP OF FOLMATION WITH `� vEft.CAL/vlBxncAur II vn•AFB 32F o rBaLa_N_c_Ev)a=An BOPPED. TlrwCus ______ I o 0 YIP T. vERIPr NFIELD -E--—_r- I _ CO^L--------- L =�r� i r r _,v OR a SPRAY'ON R BOLTS,I'E7'a L E WL. BIDICATE5 4•DI4 5TEEL _ __ _ 1m 1 Ia a•--� I W R 6/e'DIA ANCWOR BOLTS,73'OD.IT AN 8 - iex:e�x NOTED OTHERNBE HPL T E•IDEDHFPIT AND RED s'a V' z6'-T• ___ Js s•--!In' HPL 9 N•FA7JECTION BOLTS SHALL BE LONCR-TE-_RES.TVP. _ PF'CIrIDE WIDER STAIR ¢N o ZLOCATED N THE MIDDLE THIRD GF THE FIRE BLOCK ALL CONGEALED SEE DETAIL 5 CN SHEET A3. LI O O - R Q UIIDTH OF THE PLATE SEE DETAIL Ai O(WPID SPADES,TYPICAL. LL PROTECTION M.Irs• i Z� m W STRAPPNG DETAILS SHEET A¢ ---�1 T�Yn REQ PIDICdTES n•DI4 STEEL COL 'Z E n �.ALL EXTERIOR DOORS ARE TO H oN toP w 54'X56°XIS•POURED I I. 3 O HAVE FOOL ALARMS ��L3NOr TO PE1eYIT A a O w° CONCRETE FOOiBG,ttP.9EE 4 O 0 O 3 0NVFArTUPZ-R5 �: 0 DI4 SPHERE TO PENETRATE.TTP. - Q DETAIL!ON BUEET A3. 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COI•tPgCTED SOIL W 4V.-.Woaemmimapbbmlmm Partl.emw.dl lmcnn mmsureelam MemWhrowM•wal Tne ronMaMedal map FOJNDATION WALL H ea aF.em.ebFnAngmen Men Ma aent•rdl0 pammq M•rwl welvre+aa Ima4 BEE P'LMIB FOR bIZE I.Lbn�t:�:r,aaWerwm.Mmw�rRe(mmM.mae. mesh.,m6m.pB.nmM�Man,PmaDam.mmwrlalmle,nm.m ,r1Tl'P. 1=0UNDATION WALL DETAIL nEGRESS WINDOW WELL DETAIL M.epma6nmmMmM n,IMmmmr m.Sm .ema6 .�nNm+M nzmmmmrk�rm . w ,'U, k•ar�a�,smalaer•mwr.em.maearrro M..lvumu.waeme mmaallan M.rebmmmmaa�man.a reMPa zfe. bcALe.ln•.r-m• suLe.v:^.r-o° PLAN VIEW U W .wpn.....crosw mrrpm+m mmyn rammm.aM.nz.wop+Inzs e.n..nma+.melr•rmmaM l+I.nw.4y Fames. IC LTn•m,ImmrmMmarnabpmewemm renreaezlan.a pom.ewmam.m+ ue mrrmr.++n.ay.nWnmmna.m re k4.000 wl. lam. TOS REBAR AT W W mggem anrmenapwn•minilmmnmmWMtlmam of l2 mmnmTAmA.6 peeeeemmmim apeafi•e cemanarve mmeMM ALL CORER CV ER Ic u F s.�eien:aesoninl.ane.lam nemwemmseewf Mala 5'D s• olnaeae elMehW•nm Oe peNLroe mrme+N 4mvfilm0enn•nena Vw+mmrd� E 5=5 dAL.OL.AT II b. OE%TE_Way REFER IT • O- TO FLOOR 1AN(b) MISHEO EXTERIOR FMIBH.REFER TO � Z - 4 -• - O TABLE R4 W.1 WILOMG ELEVATIONS FOR DETAILS MBILATION EM PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION ERIOR ON SYSTEM w SASPERwERS' __________________ •I - +I (DKF'EBAR () INIFEDaOL VOLUMECW.IIGE RATRG REPORT 7 a " II•• 36 ALL w YO 501E 0.r55IFlCAEDN IXWNGGE FROST MFAVE T 15•EXTERIOR FELT PgF£R REFER C Z - SY9TENSYMB0. SOLDESCRIPRON IXAPACTWSNGGe PoTENil41. FOIENINL ZX BOTTOM PiATE AT O BUILDMG SECTIONS FOR TYPICAL VERTICAL, V In FJtPANSYG^!4 EXTERIOR Wa.L REFER I EXTERIOR WALL CO'IPOSRION r4)5 BARS Tl'1'ICAL Q 1 GW WeBpaeeepawk.pmwl mnemmam6Me - L L TO FLOOR RAN(S) CONTMUOJS ew °" PPGJPOSED PATIO FINI9R n s BARS I 'v_ aTREBAR w v X- O0 G- II• W GP Powtl pamtlpawh a®erd sane mmlan. Gmtl Law Lex FLOOR JOISTS,REFER REFER TO FLOOR PLM'S,TOR SPACED 2d•OL r•*}11r'IL ii m VERTICAL V = MmaaBna+ TO FRAMNG PLANS I TO BE SELECTED BY OWER) •I' II O Q O O F GRGUPI SN �6geem eanea aewpymMa MOe ane Gone Lan Low � (STIfiTZJP9> �•J• ap Paan&eeeemnes germ%emw,muea Gae Low B aBln Low (312%PR'c5511RE ® fU 55 BARS •r' L (1• I 6 REBAR AT O III O• F • d IL ff GM 9BY gIewK arveFsanWm•zlum T ATED PLATE OONTLWOW` M Q'HORIZONTAL O Gone Menum Law •' 1t ,17�( j sEr mrW,+mdaL muman Meeam - ��ALL L� �N� +1I s" I T ismmR01'P9I �_ II 4 coRNERs R01 J.I.T.REFER TO I m 4 C-E-TE FRAMING PLANrsJ LL 'S {I • S " 0 0 ao•'m_rte• f �/ ORE DJCING < d I V 6•%3 la•X Snb• 7ik (D LONCRT. > STEEL ANGLE W/VS• * n IO CR0595E i L7W iaYl J e f ED �w� mT 4 35G9 PSI CONCRETE ANGLES AT a � r v ri SEAS WITH A MM OF ' s/f,', r /.'/% TREAT W r TMJ r __ I�_a__ ______________ rncN N ISOMETRIC VIEW I Z % , ANCHOR 500%, m m EXTENDING r Z wmAllGrwAL, �j a TYP. CONCRETE T1'P. CORNER FEFERTOFOADATION __ ____ _ __ 0 /. • / r. WALL DETAIL VA3 -----COPPER FLlSHIFG,,45 REtLIRED T nLINTEL DETAILS REINFORCING DETAIL W Por¢,mm-254 ma ., / I 2 SOALEi rv.rs. -E.NTS. C 4Tn.F.rnaacm mm mrBae eam.s.ka.rtmm.+arnm6 n.erem aamawazmmemtmmmwrnam,.ne aeabmwwnz4m.•a.nam. FO-TION way - SamaaMlelowpomlwalaNvnuenrypim0lhew•paawry Meas lFl)alMm l9,+e3+mM amaewm potmml upanamiluw•H o,lOm36 eM+ab mMv REFER TO VA3 �d g c Z n�sn amnwmmn+ren law.wea.tammm Q Vrpm6o MTERIOR BASEMENT _ Zc m WELL,REFER TO 0 TABLE R4O22 FPMISFED CELLgR FLooR 2 d c ,.J.O E e Q MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE STEEL AND STEEL COLUMN NOTES: LPN oN PAGE Al QU s LL • ALL 5TRflTURAL STEEL TO ASTM BllMmU4 sPEaFlGEDmMPREssrvE G'06 OO 3 sTREN H°Ild A-96(Py-961L5v AND SHALL BE SHOP - Q ttPE OFLODITIONOF O3NDlE(E WeMema PaemMS FR '�. AT FOOTING LOOATIONS,PROVIDE W ��Wm aeamm Garan 5/5'THIxI ".12"BASE PLATES TYf=. PLASHING DETAIL AT PATiO FROJEOT, 23-mIl I B.+amamwaea,mumanm+me mn AT FV N WALL LOCATIONS, 3 F mmeb nalmpoaaemme r•emrt 2500 ]- 250oc PROVIVIDEE 5/5'9/B'TNK.%IY LONG% SCALEr I-V2".I'-m' O ELEVATION D q T E a 6/Dr1m23 IL Basmmm�emin.neHmmiaesm 7 11CKNE55 OF FNDT.WALU 0 paee,umplmaa 6mr•hm Z500 2.508 2500° PROVIDE(4)5/4'DIA.(A925 TO �� ELEVATId 54• SO4LEr AS NOTED - Z eammam �ronm0en w.Ik.•amrlw EOE-T5)TO OONNELT COLUMNS TO ELEvdTlw Q ways em a Iroawbwem 2500 ?000a 3.OWe BEAMS. K• ELEVdTId L ZR30UIG5/13-mW F eyma411 emM•mama PROVIDE(4)5/5•DIA EXPANSION 42' I I Ipaf ieln ane+00.0004 4al n•.l BOLTS INTO FOOTINGS AT COLUMN / / ''♦�'Ix .ne was me,Nam z.sm ].apB ?spo 96' I _ _ _ �---�---�-� J . •r. OF NO-SHRINKBASE PLATE GFOUTTER AND Or AS �`/ r - THr- V rrs:,alma Faalrvam mm=sass lo>d IFs',xm• L J L J REQUIRED. (TYPJ II ia• r-T-T-� FN]JFEO COIL. ? mp wu�.z t%rr•aM.enB pa•mr ALL WELDS TO BE ETOXX AND MEET ii II Q G 1) AIS.C.5PEC5.SECTION 1.11. II FOOTMG FOOTPIG FooTMG ° a•t•mMessl4mtremMabaugvnmlamnpmeMarsheWnBmnmul4en 36•%36'X0° T N'X62•XK• --}--'+'-� 48•%.8•X(6^ m a+.pn..r+mvnmamaaamea0rmnmraM Feannan ALL MELDING,TO BE PERFORMED BY PgJf�^-D CDNG F'CJRED ccNG •1-I POJRED CONG a a.Cmnmm enap n..n.rmain.n Tomlatr mmwrclmmam 1p veNmeMmnamlmmm LICENSED V=ER9. }II I Y mtmn Mm Spamnlam0a Mm 1parc•M r'l �_-I--� I-_ I _}-� F ams.cOon Mo22lammmrmromammmm mtwhmmm� /_WG I I I I m •. [ C__� (lJ 5 BgRS I I I (4)•6 BARS fd)6 BgRS Ei1LH WAY I I , .FarrpregeBm+rnM•+meWoroloefnlm.rsNClmnmNe 1,.410 mmere lGas®rl Er EACH WAY EdCu WAY EACH PIAT I lu wNlm rlcmmel•)mnamm Man]aaemas•mmm ems slwtlBm wmPeaae'• mvnpM NVMmmela b trman+efO lm ba+Mmd000 pal I STEEL I-BEdM MAN EA ITAP PCNA Q ssp BEAM POCKET DETAIL YTF. OFOTING DETAILS . A3 19 t 4 ++ 6 2,L23 Y -•-•. _ ..._...._.. -�-_...v._nom,-.� �il:�Rrl�iiL as,tf } RE V1610NS 3 1554ED FDR PLRtIr, anon3 } 4 _Z H WDE5DRIPIIO.V DATE jCHEOKED B Y, UN O EXCAVATED F. 0 DRdWN BY, LF./Bri/PR I F N � Z LL 0 '- L w Z � a • �, � UE W VER W'IBER N �' F OF RISER IlP TO F BEDROOM Flo' u.IOIaK_OIJT[ZYM MISHED GRdDE Z O t1t 5P.d•d C B'3 SF.did � Bf.ia]LIGHT REWIND t1B LIGHTREWIR'eD U f 3d.4 Pf vIDEp :P ELECTWOT PROVIpED O F � 4L TJ VENT REWIREp _ 1.B.9—T REWIRED U 11 U BID PNVIpED lCOHANIOALLT PROVIDED g WK ___________ F n ___ O , II I wmDcw --------- __________ I U C 6D.O SD. UF_LL pM CH° Q 36° 36• 34• Sa' l WB•_II • I E L_____________ 51 J tt f R•6—_—_ �• 0 Bn. U IC5 :a• 1.o v] Drt Z W W -• S hNc ulGunlN, (� IN I BATH 4 HANDRAIL.TTP. a15—4 UP TO 1n F T W T GRADE,<VIFJ O WO' vENT TO I G<6TEP6 — EXi. pR4M TO ORTLLELL 0 BY OTHERS,TYP. 36°I O Z SH ER 30' F � W Z �3 tti O 3'-I Irz' b'-9 Irz' 21- 30'-S' •-q lQ Z 1 O O QO O R fOUFF — W Lam? N 0�iECRE�AQICNAL AREA W 6 A LIGHT REWIRED 4. RICALLY FRONDED Q N 3 7 �x de]VENT REWIRED IMFX _ dNiCALLT PROv FIRE PROTECTION of FLOORS :5;' "ov'u - z 00".,;;,,a H -y ` o air__ PRONDE(IJ LAYER MIK IR•GTP.BOARD U !'ETIBRANE,B/B'WOOD 9TRICNRAL PANELe, .,.�:: Q Ai OR EO ON 1HE MnERSIDE THE R.00R lD m ¢nl � LIGHT AND VENTILATION NOTES, FRAMmt,A.PER R301H S=• pp�� PROVIDE APPROVEDID MECHANICAL VENTILATION W SYSTEM CAPABLE OF PRODUCING 2'-t Irz' T-B• 12-a• 2' 10'-9' TWE AIR CHANGE PER HOUR M _____ _________ I I,'„� O U7' THE ROOM L E MOLTILATI-HOUSE OF SUPPLYING,CUTDOO ,: __ ___________ Z DITiOILY WDER GIRDER _______________________ n____--__-______________ MEG-IANICAL VENTILATION ]XBFlW'PD WALL, pv# M O S75TEM IS INSTALLED CAPABLE __ _ :1.'..� VENTILATION AREA OF IS G15IG W FEET PER MHffE(CR7XIDBL/5) Sel.• Z, MECHANICAL Q- E STAIR9 30' PROVIDE 5/B•TTPE•X° 3 1 9 -PROVIDE APPROVED LIGHTING lero I SIRE RATED GrP.BOARD O,O S o Q TO MEET ARTIFICIAL LIGHTING --- �Jomrtr.�LIIDVBY sPACEs. •y - CAPABLE OF PRODUCING AN —1-ImDER STAIR FRarEcrloN Z m AVERAGE ILLUMINATION OF 69'�• uu nIN Uz•GTP6W1 As REa REGJ�REnEMs�R 1m431 Q^Z EE FOOT CANDLES(65 LUX)OVER O II NOrE. Bn. 00 i W HEIGHT OF 30 INCHES(167 MM) I _ SNALL cooRDm4 o H BTAIR V...� Q THE AREA OF HE ROOM ATA II FRAneR ASD GENERAL cGNTRAcroR C crt° (� e n MSTdLLER PRIOR T MSTALLATION (7 QABOVE THE FL00R LEVEL o jl u oc FRAnMG AND/oR sraR sisTEn J PRONDE 34' TO38°ndX HIGH HWl1 LEGEND t ABBREYIATIGN5 HAImRAIL NOT TO PER91T A 4• W NOTE,ALL WALLS i0 BE 2X4.16° DIA 6PHE�TO PENETR4TE,TTP. PROJEOT 5 33-01d I OL.CONSTFAICTION,UNLESS NOTED DENOTE.SXB iv%'nm•c° H OTHERWISE FRAMED WALL AR VP TO SND FL SD.O LABEL —D NOTE, DICOT DATE, 6N/J0]3 LL NOTE:ALL DOORS ARE TO BE 5'-0' DENOTES SX6 B V Olt° SXa LAID FLAT qi 0.WA•ICa OOR O IN HEIGHT,UNLESS NOTED OTHERUI5E. FRYIED WALL 4• ms reTAIR WALL,TTP. vENT B c 4 L E. ds NOTED Z NOTE O°DENOTES HARDWIRED �RAIe-csweu 1 S O SMOKE CARBON MONOXIDE - y y/J3DLLG5/f3-01a H DETECTORS AS PER SECTION 8314 A NOTE: - Q R315 OF THE 7070 RESIDENTIAL CODE FIRE BLOCK AND VENT ALL J OF KY.S,TYPICAL. O NOTE ALL AREAS WITHIN ONE MILE OF CONCEALED 5PACE8 ? COA5TLINE AND THE AREA EAST L77F U.OlDaU AtD DOOR uer rOR LIGNr AND von ONLY RIVERHEAD ARE REQUIRED TO HAVE UNEXCAVATED Q WIND-BORE DEBRIS PROTECTION 11 BENT NemlE tll FOR EXTERIOR WINDOWS AND DOORS. • MANP•PRoalLT TYPC dRPA GLAee R3013.17 H NOTE,PROVIDE WINDOW CONTROL 0)36•x66' iHD. THD. DWBLE 3D• BID SaA DEVICES P REQUIRED AS PER R3173$. Ia+. BLAB v� I=INISI-4ED BASEMENT PLAN A4 19 SCALE:I/4" ----------- --------------- ----------- EDFORlT- 063 _—-—----------- --------------- -- - ------- -$CV— ----------- - ------------ z .-TE.TYPICAL z Z COV.REAR FORGET R111- DATE 1777 Y. Gds FIREPIT,DY OTHERS LF. ID 2'CI 1/4' 12'-0 1/4' 42LW, z CAMS INTERIOR HEADER 5C+fEMLrz D_D IE—FLOOR xL MATERIAL FORIII FRAMING r J, D.H.L TO HAVE A MINIMUM 1.OF L - - - ---------- 3� (5) Z —-_-—- (5)3X12 TO I— T9 SHALL BE 4,, WALLS,UwJ55 NOTED OTNEf3WI5E OR TO PC—SHALLFm TO L__ z Q NOTE:ALL SIZES L LUT ON ANY e 3 SF.�g ED 9 I—=7__ 3—L. B F usmR 96-T FRONDED LEGEND 4 ASSREVIATION5 z IHIGH OR LOW ELATE � n DENOTEG KIST - - Rl. GOAT ND'OI F11T A WB. ANrHD FUVK 0— ILI R @) TB PROVIDED " BA BEAM POCKET ILI Z T_ ME' F ZT BUILDER O -------- --- lu IL All lu!2 z L2— F21 v Z )3: O [ZLLCR M x ___R TTPICdL KITCAEN F Op —IR J, FAMILY RooM a IL .1 UJI ND T Wvv uvAToftr d! MA5 MASONRY X ❑ NMI,It! TR F 51— m—D Cov,SIDE -7 Cl L z o.8, 5, -—ATI— g'. v 1. ROI, F_ 10'21.1. E5. SINK Rig 2.1 Ix O VERT. VERTICAL/VERTICALLY VERIFY IN FIEID --------- ------ 3:-:; W WL. WATER CLOSET V4 T= 36• II _R 00 R TSO, Iz 3� zm FIRST FLOOR WINDOW AND DOOR M- L— ON-`F) 5ATN T 0 z } FIRE BLOCK ALL GONGEALm A SELF I TO BE ALL EK�011 ww_� j& I RAIL-T TO JR PRIMARY 0, A," 'A� ��i_POOL ALAM-15 b A-—A 4'P 'DIABEDROd10 T. f'RDNDE MRL TO F Tym T� CD 0.0 3 NOTE; U. REO Ij o FA5TM41NS FOR MULTIPLE LVL R PRO——m PROVIDE 34'MIN, REWIREDI GH. —RAIL;o MEMBEF*A5 FM I,A`.,A.1-RE14%BB VENT fC-WIREp (3)36•%54• T ASF MANUFACTURERS SPECIFICATION TO FINE.T -PRlDw 121 PANEL 1 TBD. 9LIDRlG WA Wl 306 x P ! JDATE. 0]31 I IBR UP 196'X96•<d)PANEL TBD. TBD. SLIDMG WD 931 1-2 6EKRAL c;ONTF.4cToR Is To LEVEL OF TM STEEL I -EEAM- • Ul O PATIO ZO IW--=IN&PERMITTED DEFLECTION THE LENGTH PRIOR TO INSTALLATION OF FLOOR/ VEZK JOISTS AS NECESSARY • r 4 i Ll--- JIE. IE—.,O L FIRST FLOOR FLAN NOTES: 1 .1 2" NOTE-ALL WALLS TO BE 10'-1 1/8'PLATE HEIGHT AND 2X6 16'O.C.CONSTRICTION,UNLESS NOTED OTHEFWSE. d) 7 NOTE ALL INTERIOR DOORS ARE TO DE 8'-0'IN HEIGHT, cj2y,FRONT PORCH SWgF=CALU9q4 UhLr55 NOTED OT14EFwl5F_ —E—— L z wA�uj;IE 4 c ------------- --------- DENoTEr -D 5moKE MONOXIDE 46 PER aravom FRw4 4 P315 OF THE 2020 ----------------------------------------- ----------------- RESIDENTIAL DFTVCrOFe5 CODE OF N.Y.S.TYPICAL "=,Dr wHDow C�L D,,C,s F REQUIRED IC 22. 5q... FIRST FLOOR FL 14SCALE:1/4" V-o" 0 CT 2 REVIbIONB� I5.`LED iQR PETIT 06/301!3 r I PROVIDE 3{'MN.3E• I Z I /^ MAX NIG4 HANDRAIL I Q I DIA BPHERE A 4• Z I AI9 TERRACE TO PENETRATE,TTP. I I WATERPRNF BURFACE.TO I ZI BE bELERED BY ONJER W DESCRIPTION DATE OHECKED B Y: � I '-b v2• I LP. Q 32'-9'ID 10'-I VS' DRAWN B Y. 1 z INTERIOR HEADER 5GHEDULE 36•X60'D)L I I `> (EGREB9) 10B•Xea•(3)PANS bLIDUG DOOR 36•X60'DK F- ALL MATERIAL FOR WOOO fRAMING A _______' L a NAve MINIwM ro mF Eso PSJ. / Z ° F NOMINAL LUMBER$IZe, p s=ANB: m I m 2 T-------------_______________________________Y i 36• i �__—_______ H- Z (9)2x10 b.-O.TO E'-O• d (9)2X12 Bb•TO I— J p Q' 08T9 SHALL BE 4.4 NOMINAL)FOR Z ]x4 WALLS.UNLESS NOTED OTNERWIEE J PO9T5 SHALL BE 6.6 RbMHAV FOR PRIMARY t° :x6 WALLS,NVLE95 NOTED OTIERnISE y NOTE,ALL WZEB c D ON ANY BEDROOM !O m Z u O OP THe PouoWING D GB Wlu - _ 4 I OFFICE � = F p H suPERseme TNIs scHeaL.E. Bx w,s Lwur REaIRED _ wmRn 4% PROV DED BY OTHERS IBI VEIN REaIRED V U L.ESEND 8 ABBREVIATIONS 33.9 FRONDED o O s. FDENOTES 2x4 � CO.� '� FRA•ED WALL 0' 'sas O U BEARING WALLAD i I—- b'-91/2' 6• 9'{b' 10'-I V2' __________ Q " 1 B (L pENJi[5 NIGH Q LOYI PLATE �F OPENIN( '4 0 • DENOTE•POSTED r----` SS ® FROM ABOVE W ® BRKxS WALL I O m ITCH R°B_______1D H eewrER HDLD vorvN � �- veM To wc ----------------------I iD �V. ABWE C IGS m a ANTHONY PorER BEAM IQ m La"'m C W.IS V ASP ABOVE SV3PLWR U X 30• B _R9 BOT. BoriOM I� °., R PRIMARY 30•PD. Z BP. BEAMPOOKET 91 W BYl BEARING WALL O _— I p_%W m 0.� 13ATH tu (y H cL. CLOSET Ipm .�` OEM. � 0 OCG. CEILING S 2 ^ LL ' 30• SIS D. DRYER Iwp � % r iS'x4)• 1' Z DI0. DIAMETER m I°�' 2-6 LAV, NOLLE N -------- I- 2'-4' ry Q m I p 0 DD. D0.9LE OVEN 11 IIyD��JI _____________________x p DIY. DIGHW4+ER I "' 36• Rrb_______ K OO 1 U PLR. FLOOR `x / R)b 33• ---- z V ((� — HDR HEADER c r---__- Y ,3 a w.I c• A. p e c Q z 3 0 NDRz NaelzoMAL _ I ----------------- 13 BAiN a f 9HOUF_R BrDrHERs 1 m p ul XY O FLVBLITBED vE3E31 BEDROot•7 5 sD'Qo B ) Ext xe• x I O m v 0 LIN LINEN PB 9P.A I ean+ �. ^ n uv. IATOI T Y d i ex u2 LK�,(O REaIrED Nw• A _____ d� _____ n' O W O W m nae! m MAs. MASDro Y - / X ' T�NrD�anEo Exr H-mTu pl Y � 01�ry1� s_ I Z PED. F£DE5 KBINK - ----X� m#� ❑ DGA 6Q I I'�' Q� ;� `~-------------------- 9m � N2 Z P.T. P E9 E TREATED 9 I -- ----Bn.--------1` ( BEDRooM•4 %'"--- al --- 4 � o o N, PSL PARALLEL STRAND a� CIPHER 1- +,^ H PAK PANTRY Q C Rb I wl 9P.ATEA ^ OO'S:u L___ RISER(S) 'SCC. ' IS BpfdT/1 ED DREQIIRSD ppI 4 i m'It Q RR BOOP RAFTERS Y ` •JL. � � R(9. ROD�SHELF _____ m m 3G.^__ 48'(7)PANEL I IIb bFROVfDED AIRED r r u:i s J) RO. ROUGH OPeNING 3m' 1 E V I mrn ' SLIDER W 9HWR SHOWER I li aw 0 {E^ Z SIL. 9. SINK BY OTHERS I Ii " pI p (O TYPICAL =T-1 Irz'-�' 2'-{V2' A 10'-0' 4'-9' 4'i 10'-b VS' 3'-4' °a' B O LOOR DRAM Ai ` VERT. VERTOAL/VERTOALLY R(9 I � FFi N VIP VERIFYRIN FIELD Y�iL WASNE IBR DN PROVIDE PAV W/ %•C RrG I C =��U � Q n£ ).. LO FIRE BLOCK ALL GONGEALID R T ry a z I 'I DRIER TO O_O SPACES,TYPICAL. °C ¢I ______,a I d� 36• i� e I 4 O 6ECCND FLOOR UMOM AND DOOR WET FOR LMU 4 vENr C cY) �LPOOL ALMh6 ALL EXTEMOR DOORS ARE TO p LDRY m` I Q `o D. 3 rRODu� eaL a ea Bpi ae NOTE. C Y ^ 4 I mss I d I BEDROIoh'I 3 p Y C L-etf o o Q ome) IfANJr. TYPE TYPE LILT. 9r. Er. I B+<K9 LIGHT REaIRED I 36 xbm•rEGREssJ rDD. DOIDLE-ww 7a• se Imv FASTENING POR MULTIPLE LVL _ W, ^ - asP. MEMBER5 A5 F'ER x �' ax v w+r REaIR� 0 n in W 13136•X60• TBD. TBD. 00.®LE-WYa ASF 1. 312 MANUFAGNREti55PEGIPIGATION o� I � � � WA FRONDED ❑ I I O PRwecrS U I 4v. I I DATE: 6/000)3 LL 10B'XB3•f9)PA�'EL TDD. TDD. BLIDIt�"r WA KB 90.T �C I y '� �V. L� i �.O____________ l Ioo 0 6FPJERAL.GOM 5TE IS TO LEVEL THE TF♦e LBJ67H OF 7}iE STEL I-EEIW M INGLUDINS PERMITTED DEFLECTION T 34•x6 OEM. I L L03DYG903-014 Nom.LEWT AeID VENT AIBM rROVmED AR'al'r16ART4TL ODNTlLT MNYfLTURJPE PRIOR TO IN5TALLA TION OF FLOOR/ / d LEDGE , ` F FOR EXlrO!LWt AW VENT AMS A ALL axrm •Wolm AIQ ro LIAVE Ft70.ALARB DECK.KJI575 AS!lEC.t:fARY - 4 -I I 36fTEMPDII 36'Xbi•Dl1 -(EGRE89>-----IEGRE89J___ __ —____ I I J 0 SECOND FLOOR PLAN NOTES: `s,'aARLL j INSTALLER PRIOR TO 5•-9• 2-9• 6'-0 VZ' 4'-9' T'-0• 4'-O' �lr-C STFIU TI BE 8'-6°PLATE WEIGHT AND 7X6• / V 16°OG CONSTRICTION,UNLLE°v5 NOTED OTHEIaUISE N9TALLATON DP rnAilPw / AID/OR STAIR 6YSTEtt T'-b' IO'-9 VS' '-0 19'-9' 0 tl�)ALL INTERIOR DOOR5 ARE TO BE 7'-0°IN HEIGHT, STAIRS ARE ip BE SELF // LPILEES NOTED OTHERWSF- 2-4• / °ODENOTES HARDWRED SMOKE 4 CARBON MONOXIDE DETECTORS AS FETE 6ECTION R34 A R915 OF THE 7070 L------- -----------------------------------J D1 ED LNe IImICATEb COVE ED FRONT POROH BELOW r -- CODE OF NTrPIL NOTPIE5E PROVIDE WINDOW CONTROL DEV CES E REQUIRED Vii'_.,'%f•_____—,.__._._--�.____...---AS PM71222. B SECOND FLOOR PLAN AIS AB i9 (`I f Il'I� 1 SCALE:I/4" I'-O" } BIR'%II Vi•AFOB 30F A .1-1"SCEDJ,----- REVISION 5: Q E DFOPPED,TOP AT I0'-I VB'ASF. 3 ___------------ ___ ------ _ _ _—_—_ _ __—_— D IS �� LESLRIE C KD B DATE O =�1 I:y � � �Qam� = 111 EII�� DRAWN BYr �r LF/B11./PR F DASNDDENDD LME MDICATES a' dl sE FLOOR ABOVE N U- O INTERIOR HEADER SGHEWLE ]x10 P.T.LEDGER BOARD,SEQIRED TO RIM W/3/B'rNRU BOLTS STAGGERED AT PLL MATERIAL FOR WODD FRAMINS --- �__—�_ �« E O HAVE A MINIMM Tb OF B50 P5.1. (3> T - U �'XQ°X3/B'STEEL TUBE YEADER 9ET SOI. Q F NOMINAL LIMBER SIZE, ..- TOb'-06 TUBE V]'ABOVE TOP 6 DOO(�TMJ III } (S)3XB WTO ' O 4•X4•%I/4"$TEEL TUBE LB'M5,RILL SPAN TO Q X Z O)3%10 b'-0'TO B'-0' 3 FOIAroATIW WALL BELOW,IYP.(3)COLUMNS' ?Z'-3 1/4• ' 10'-4 I/4•(S)3X13 a' f055 SHALL BE 4x4(NOMINAL)FOR I I � t W 3x4 WALLS,UNLESS HTE,OTHERWISE V I I F. POSTS SHALL-E NOTED bxb(NOMINAV FOR °IlE 'x III N J 3x6 FlALLS,UNLESS OTHERWISE d=°80 „III I z Z Q •NOr£i ALL SIZES LALLFD�ON ANY O of THE FpuvruNs DRAM '^a K'� �a l l - sUPERSEDETHIssclE:puLe ar�a� mo.m LEGEND t A55REVIATION5” F i VE-53x4 p FRP®WALL I I V i ENOTES LOAp III BEARING WALL ^ DENOTES HIGH m WGXT]STEEL I-BEM W/(U]XB tOP PLATE(NAILER]DUGTONT.-TOP]x W Q OR LOW FLATE ]Xn Rn-I, NAILER RUSH W/TOP W FLOOR JOISTS-PACK WEB UY ALIGN UI/ BLOOCM�BOLTED THR�IYH LLEB WTH In'DIMETER BOLTS Ib'OL. DENTES POST BEM • DDE 5 POSTED - _—_—_ __ ____ W I FROM ABOVE K. 4___'Xa'STEEL TI✓BE CALUI'N5, W ® BRKEp WALL ; Ixzo Rmw/,t o '-b B/a•° z�I'I TTP.O]cOLurws s/a• � LORNER HtD DOIUI fJ 'BK31 W APH aF �sIs-FLooR B_I xxe 11W66u. W BR BEARING WALL Q I i/pppC-•w z (])I%B NDR[])IXB NDR m'�° k IN H LL LLD✓=Tp1 j•I d5F. I'% .�.dlll w LL LDLb. D ILINS � y ^ ± O RER niI13XD RM a'4• -1211314'X11 V4•LV Y plA DIAMETER WRxl9 STEEL I-BEM YV(11 1—TOP PLdTE—ILERJ,CONT. .-0. LAMi Q DD. DOUBLE OVFN gE � NAILER FW5H W/TOP 6 FLOOR JOISTS-PACK OJT 1.W/]x BEPM ]%I]RPI,ALIGN 10D II—A— AT K DJN. DISHW45HER _____ BLOOCO+G BOLTED THRLVGN UE:B WTH IR•pIMETER BOLTS Ib'OL. W/BEM IL W LR LOOR _ zr Z U ]xv RPL ALIGN I V m bALV. bH�EV�IZEp HCR b I'1 II PAI C �;� _; Z i Q HOIiIZ. HORiZONTPlI III III QI I W Y 0 W LH. HDBE BiB II m VI I� .MLI al N x V 0 = rl LAMINATEp vEn=R F 41'1 I (]) 3/'X14•LVL FLUSH ,�'I O Q 3� O YL OORUTBinV t- LIN. L�INENR K Q 6� �qII � �II ol�___ S. U1OI- OMASOIY¢RY 2i OKI dJ� WI[i O �4 �If) 10��J ip O Din Z Pm. PEDESTAL Din L V I PSL ARALLEL STRAH A 3 1IW¢�I161 °U S o p R A LUMBER AI3 ,I � �I� LLWI� m� $I� III °i� '� �:9 i I i�' AI2 2 P.T. PRESYRE TREATED mF LUMBER dI K °R 61WrW �Id �'$^$ Q 00 a PAIL PANTRY ; SI �B 1I _ °F �I Kim �a U R RSER(51 m I maJ I ISI$ LL4 CD Q RR ROpF(RAFTERS �I p� �°W x �T v JFF. �OJ � RO. ROUGH OPENING ^I � ' °F e W sHWR sNDrER mlrl a ism 97_. In'd:7 o$I"Li BTL BTm �I mII�I��amp I I �,�,n 10 w - =g 0 VERT. VERTIOPL/VERTICALLY (_LVL HEADER• F �', N VI VERIFY IN FIELD r_______ 333 � ncF WASHeR I II =•'V � .. h W o o� YIATER LLOSET ty � j } FIRE BLOCK L CONGEALED �I I 0-Q m ALL Z SPACES.TYPICAL. Q �L ALL EXTERIOR DOORS ARE TO I 0 HAVE POOL.ALARMSTO oFEN jl y U s 3 NOTE, ABOYE I I I 8 m xxa oDAT olS LIO Q FASTENING FOR MULTIPLE LVL T w o.!a W MEMBERS AS PIER i °1 m`a d Pr JEcr, ]3-ola MANUFACTURERS 5F'EGIFICATION B m W m F NOTE, ' �m_rO DATE. b/pR0]3 O & TO E L6VbTH OF TSTS }{E BEAM I I I ~R U' it SCALE. AS NOTED Z INGWDIN6 PHRMITTED DEFIKTION ro]]xB iron (3)]xB Iron I �I' O PRIOR TO INSTALLATION OF FLOOR/ L ZrR9DYG5R3-OW I- DECK JOISTS AS WXE55ARY 4I r]/13/a•xNi•LVL Rm JDIST,cDNT. r�'��----t�7,w2 xB PT.LEDGER BOARD,5E—TORIM UV 3/B'TMaI BOLTS ST EKED AT p NOTE:ALL WALLS TO BE 10'-I I/e"PLATE HEIGHT AND 2X6 I ; STUDS AT 16"O.C.CONSTRICTION,UNLESS NOTED OTHERWISE. ? NOTE:PROVIDE SOLID BLOCKING UNDER ALL POSTS WITHIN Q THE FLOOR SYSTEM PRIOR LOADING OF UPPER LEVELS, _ I NOTE,FASTENING FOR ALL STRUCTURAL LVL MEMBERS IS 70 g I f BE AS PER MANUFACTURER'S SPECIFICATIONS. NOTE:PROVIDE 13/4"X 14"LVL RIM BOARD WITH CRJ5H x ------------- AT(3� 3�a'XII V4_LVL DROPPED r_TOP I0_r ASF. x,�pl'�• BLOCKS-AS PER MANUFACTURER'S SPECIFICATIONS,UNLESS ___ __ _ ____ __ __ __ __ _ _ _ 'l ^ NOTED OTHERWISE. NO1E,4LIe FLITCH PLATES ARE 70 BE MANUFACTURED BY BETTER HEADER OR EQUAL. SECOND FLOOR FR,, PLAN SCALE:I/4"=I'-0° A7 `Q I U CT 2 6 2023 w� g I ¢�. per'.%a,6,._,� } REVISIONS, 3 -------- --------- --------- -------- ISSI.ED FOR PERTIT. Ob/:O/l3 } I V I I Z I I WI I DESORIpiIRI ATE CNEOKED—_7 0 I I 0 I I - DRd WN BT. ID I I LF./BYl/PA _ I I I I I F I I N i INTERIOR HEADER SCHEDULE rBJ x=B 1�R I- (3J]zD WDR f3J]>B HDR ALL _____ MATERIAL FOR—DFRAMING _�� TO HAVE A MININIIM W NOMINAL L INK 511 Y � SPA 5 x (B)xXD UP TO b'-0' 3 __________________T x I F- ].b FALSE I %1 (B)x0 b'-0'TO B'-0' , RAFTERS ZZ Q (B)x%Ix Bb'TO IOb• AT W O.C. J pU g POSrS SHALL BE 4.4 MOMIN?J.)FOfL ]zb FRA-C-:D WALL TO _ W 2.4 FtALLS.UNLESS NOTID 0T1£W WSE IItmER51DE OF ROOF f POSTS SHALL BE bza LNOMINAU FOR RAFTERS ABOVE 'D J .a w.LLs,uNLEss NOTED THD 1. Q •NOIE�ALL 51x LN�1.(EID�ON ANY Z ° Tom= LOMII d i TzB CEILING JOISTS AT—C BOT.AT Im'-m'ASF. F uwnT[ LEGEND a ABBREVIATIONS o.pF,m :4—t u FDENOTE5 xz4 _ FRANfrD IM1AL. � 3x6 FALBE � I � DENOTES LOAD 0 RdFTEFS Qp• � I i I BEARINB PUYL m( I AT __—_________-______{ Q OR LOn FLATS ��y ' • NOTES POSTED r---- d6 -------- (312. _____`(31]xB HDR �0.KID YVPLL F ® RNER HOLD DOYM I � APP. ANTHONY POI+ER BEAM I (S)]zB HDR i ILI .'V, ASF ABOYE SUB-FLOOR I ____ ,m IIICI Bor. eorroM I i I Z BP. BEAM POLKETtu W BrL BEARING HALL j '9 g Q ry I BID, BIDET I m f LL' GLOSSY I 3zB CEILMG JOISTS 2.p CEILRG JOISTS � � a cLG. c�Elu T •oD. AT w oc. �— ° W DSM E 0 D N DR DISWN45HER I (x)]zB HDR � O Ill U E FLR FLOOR ``` �S I z 8K (� GALV. bALVANI3ED "`.` y :� p i (] QZ 1 HDR. HEADER _________ � ILBLy/ — Y W 0 Iui+1NaD. B,I D vENEER i 13 Q O Y - f LUMBER I amort rx)xze NDR (])T.B NDR `"'- I ^ I IL L V `LP3VATORY 4 3.B CJ AT Ib•OC -_-- --_-- I N O - mPe —1 AT PID. PEDESTAL SIKK K IL Y PSL PARALLEL STR41ID �I I RAFTERS I ] LUMBER A n I ,' IARAFTER9--4t W OG r�I ' AT- 44 mo'-O I � ZP.T. PRESSURE TREATED a� ' i - ``` - - 3zb SET lo •ASF. ' I Ii.�:- 3D f0' "n v n I 307 „Dam F PRAH PZANIR'! iy� `. w_u - ° :"-Z E RAFTERS "y 6 s. SINK M1 r. ------------❑ �. ' 1 Ibm .a R 15. t SHELP F cq Ro. RwsH OPENING 4 I a�b•Eoc. ] vERncnl/vERncALLr °II AT N,•o<. nJ] H _ ____yi W SNYR SNOI'�R BI' txp CEILMG JOIBT9 STL. STEEL x 0 VERT. ctl _—_— »aam VERIFTRIN FIELD DR -� al YNTER GLOSSY Y6 m ID (I)]zB NDR CJJ xze NDR V w o 4 5 D ; } O FIRE BLOCK ALL CONGEALED i ]Rd=TER9 R HD R At E R o � Q SPACES.TYPICAL. fl, AT— ----------os ,B -- Z }____________________—___y I O m E a � N41E1.ALL EXTERIOR DOORS ARE TO '� B w u • � I Q.O a.', 0 HAVE POOL ALARMS LL eor.A ?v s. g 4 I i � I V U �� a I B!f ❑❑ Q 5NUFACTURER5 SSTTENING FOR MULTIPLE LVL ].B CEILMG J AS PERW SPEGIFIGATION rc rc I PRwEcrA xs-mI4 I I I I m, SWT �tw FALSE I f ------ I DATE. b/II/xm33 O 6E11EfiAL(:ONTRF•4TOR IS TO LEVH- I RAFTExi J z F_________ ___________{ I lig L@LSTH OF THE STffi.1-SEAM- _AT w_•_o_c._ M1'9: �� I Z INOWDINb PHRPIITTED D�LEGTION I p D 4 L E. AS NOTED O PRIOR TO INSTALLATION OF FLOOR/ Y -�-- I L z.nBDursns-mid F DEGG JOISTS AS NSrESSARY _ _ (3J xsB NDR (3J]zB NDR I HDR ' --------------------------J Q (S>]z0 l3J xzB NDR I NOTE:ALL WALLS TO BE V-1 1/8"PLATE HEIGHT AND 7X6 STUDS AT 16"D.C.CONSTRUCTION.L NLE55 NOTED OTHERWISE. NOTE:PROVIDE SOLID BLOCKING UNDER ALL POSTS WITHIN Q THE FLOOR SYSTEM PRIOR TO LOADING OF UPPER LEVELS. 0 NC,TE. FASTENING FOR ALL STRUCTURAL LVL MEMBERS 15 TO BE AS PER MANUFACTURER'5 SPECIFICATIONS. i NOTE:ALL FLITCH PLATES ARE TO BE MANUFACTURED B7 BETTER HEADER OR EQUAL. L------- -----------------------------------627 � - AI9 SEGOND FLOC c; FRAMING PLANA8 19 SCALE:1/4" I'-0" OCT 2 tal Ei „ 4 � ____._�_.a_._.,..__��•!�_'��:i�'^sir ._,-__.:.__..__-e } REVIb IONS Q ISSIED FOR PER,IT• mbOOR3 3 } : t Z t • I Q ••::.•:•::•::•::•:•:•::•::•:: Z t '..9.•'•:::•::.::.•:.•:•:•:•: :•:� 1 - I 1470 : µ�•:'•:•::' .......... •••::•:':•:•:•::•: I F BI� t ZI '• . �•'• -•�:'• �:'• •:•'••.: I DE6CRIFTICN DdiE w JdLL WATERPIdoLF SNSgCEe TO BE L N E o K E D B Y: Ot bLbO L FW1T ADHERED EFDMTA9 '.•.•.•.'.•.'.'.'.'.'.':.'.'.'.'.'.. t V. 0 1 MANIFdONfEp BT—q LE OR Erxr^: t DRAWN B T. MdMFdCTIAERb 6PEC5.PFdOVIpE m t .' MdNOGgNT DECKPIG Fu]IBR TTP. •. I 1 : 1 N t •• •• 1 � a 0 INTERIOR HEADER SCHEDULE o �, • W TO MK AZ ININ— BSp PSJ. u I- NOMINAL LLT•BER size. Q (31 Q e!)Dw] eb'TO b J O • Q' POSTS SN.V.L BE 4x4(NOMIIIMJ Epi I J L w 2.4 WALLS,UNLESS NOTED OIHER]VISE F POSTS 91NI.L BE bx6(NOMIINLJ FOR S 3x6 WALLS,UNLESS NOTED OTHERWISE Q �NOTe:ALL SIZES GALLED OUf ON ANY Z THe POLLAWIN6 DRPWIN66 WILL m U suPeRsepe TNIs scrEwLE. U � U LEGEND t ABBREVIATIONS W > DENOTES]x1 FrxAMED WALL E e:a e� I � wr TEs LOAD p eEARIN'6 Ww. Q '�. PIATE 2..AT K•RK*EF6 ' ]xim RG�F R6m- DENOTES PO6T T Bs w m DENo 6 PO6 ED r -- ._]• ]• AD FROM ABOVE BRALED WALL I OH ]nG CLILAR TIE9 qT OH w ® LORNER IgLD DOWN I ,� ABV. wove I Ara. AN]NONr Pova3e eEAM I V Ul ASP eon �*. m•+ d m o > Z Br. eeAM PocKEr I W w Bx BEARItS wAu 5:D 1(3 Q N I elv. BDEr � 6 _ 111 F GL LLOSET i � � p DRYER OH'I m Z DIA DIgMETER I 1xb 9T11D9 AT.90L.YJ•EE p —LE OVEN I WDLL TO WDERBI E R6 iEft9 1`C(O 1 DYL DISHWA.511eR ILI 6PLV. 6ALVRANIZm L 5=5 AT w•o I WLL nl0 R9 v' �2 I z lu� (n HpR HEADER L�B 1 TOP OP GEM TO �y 0 MOR L NOR ZON AL RSIDE NIP ROOF RA ERS ] AT f T OG JP a¢ W Z O Na. Hose BIB1Y• ]xke FKx' F RAPTEIIS—}N0. ]x6 6=8Ie•Dr, „d N A X Y O I LVL LPMNATED VEt��32 xyL q� dT K•OG / IL WpERbIDE RgREFH JTo , �R I O `O IL mUv. uNvnTORr /3ui�e�ne•'�4y, Q �q, �•'\ W 911 1 1Ok 0 MAS. MA5016LY COiT-G�.�T Q A'H OH I PED. �D�TEL STRANDGE 7(4 7 PY L _ ]nIm ROW ' + }n ' Rl•FTERS ZP.T. PFtE55UtE TREATED T Ya'OLi T I6`OL. F LIBBER B D Q x hb R70P OF RS (3)13/l'xll M• I 'OO :a::i^T PPN PANTRY W{ � BGOrFT i AI oo'-->�I� RSL 5. Ra�1G1 5l BLP JP ]xt 9TW9 Ai Ib'OL. Ti ' < I •" C7 N l� H OPENING $ \S\ -1" SEE WgLL TO Z< ;n o w 5HWR SHOVER ERSIDE RdFTERS � e J TL. STEEL 9 a \N V DgSNED LbIE ICgTE9]xb Z k ] R9 6TUD6 Ai W OG IO.EE WALL 9. 9iNK Q � 7 IL qT Ib'OG FRU'I TOP W GEM TO '3 :i. TVP. TYPILPL A"� IPIDEFSIpE NIP R06 RAFTERS �4• I OVER VERTIFGAL FVFATIGALLY �Q ---- I1 :��,: ^� O `.uZ�m m VIP TVERT IN BLp -1 l:�L:�'U (( Y�IL. HATER LLObET Xa BTAT W OG,KdE I =4d =Q _- WAL`L�TO WDERbIDE RAFTERS I IJ�t B o �S } FIRE BLOCK ALL CONGEALED I O,0 m 3 0€ 4 SPACES,TYPICAL. I Z ccj Ai I6.OL I O Z ;u yL ALL exTauoR DOORS ARE TO 0 HAVE POOL ALARMS ]. r3.is.e i U V L ox 3 NOTE, 2..ROOF RAPTeRsarmor,-oc, I bd 00, FASTENING FOR MULTIPLE LVL ]nm -] MEMBERS AS PER o I w MANJFACTURER5 SPECIFICATION xG[CLEAR TIE6 AT L'fLDJER A ]3-ON f I DATE• bm!!�)3 E I M,NERPICONTRACTOR 15 TO LEVEL E LENSTH OF THE STEEL t-)3FAM-LUDING PERMITTED DEFLECTIONIOR TO INSTALLATION OF FLOOR/CK JOISTS AS NECErnRT ❑ ^X I p ®HATCH WDICATEB I SAk / Riq"4!OYER AFffd I \S // Q ':':�':' HATCH PZ]ICdTE9 FLAT I O v y0 / R0.'F WI DECKRYa FWI6N 01l `------- --------- X-- ------------- B ALIGN PAGLIA EOAIZ] AI9 dLL ARa]m.GIDE /1'3N DVEIb]4CF VdR1E5 J ]A9 � 19 ROOF FRAMING PLAN bLq a,Vd•. -m• .�-i '1� ({r j N91EL ALl RLIDFMG NAILfi TO BE 6TApbE6B 6TEEL U ) _� c ---------- -- } REVISIONS. 3 / \ Isslr FOR PERtir: m5/3mn3 F / RIDGE—Al _— _—_ —_—_—_ / \ Q —E-LEADERS AND DRAPIAGE OF ENi1FE Z TO BE DESIGNED AND METALLED BY OTHERS eA q 91 Z C OTOR 19 RES SIBLE FOR ALL �/ B� ® �B \\•p?�y III LOOFd7MATIdi 6 WIImQ:A W/MANUFALTUER ANY % pP �O j DISCEPAVCIES OR AFI' :D EWALS AIE TIE DE!GRIPTION DATE ESPONSIBII-1-OF TIE CONTRACTOR 0 SyRGLES FGR EVEN yEATNERRG / B� e \ D R 4 W N B Y 51d'XS°-11.A—FASCIA—A— W,5/4'X4 YNITE AZEK FRIEZE BOAFA \ z hi TO IND FL PLATE IGT. _ _—_—_—_—_—_— _—_—_—_—_ _ _—_—�_—_—_—_— 16 L>aT Wx w �TD]ND R.WNDOL = �5 � . \ Z U F �+�m p,B UIITE WINpWb W/ ON OH O.N. \ Q } SRLLATED DIVIDED LIi�FB ON OH Z iv O 9/4•X3`LLW rtE AZEK YYa W 35 35 35 J U Q Tf�I -ITE AZEK BILL ADER v y pP DP __ pP ________ DP ____ _ PItCN pIFFERS, p - `` ALIGN Ull FRPli \ � L W / F'RONDE BLIND PROVIDE BLMD QO.TS \ tq J TO]NDF SUB-FLOOR _—_—_ —_—_—_—_R491ING AS FEO'D. DAR ROOF S.RIGLES_—_ FLA9NMG A9 EO'D. _ _— _—_—_—_—_—�_ —_—_— —_—_—_— Z . Q FL.PLATE IGT. ---0. O Y F / TFL WNpOU - \ 35 \\ U I11 LIGHT FIXTURE TO BE f SELECTED BY OW`tR U / Q E SID PAINTED UHREING, DP \ b / ENCLOSURE.COLOR LLIITE \ W / .—TONE SURFACE TOY BUI 1 \ I OW� SELECTED BW1LR/ LDER W —_—_—_—_—_— O W_—_ \ IU_J F W g z FRONT ELEVATION (IUEST) SCA E: d`.F q F -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MINrU-1 DE51GN PRESSURE AS NOTED ON EACH UNIT. a -ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RVERHEAD ARE REQUIRED TO HAVE WIND-BORE Q DEERI5 PROTECTION(3012.17)AS DETAILED RJ SHEET AL I�L7 9 y Z -NOTE:ALL EXTERIOR DOORS ARE TO HAVE POOL ALAWS V Dr Q } I 1- 8909.11 NJDERLAYMENY LU W —ERLAYFL--NTE. COMPLY WIT.ASTI•I D 3]G,TYPE I OR U OR ASTFI D aB69.TTF^x I.II III OR W. z U R9m5.1]ICE AN ICE BARRIEIE R TIAT CONSISTS OF NOT FEVER TIAN TW LAYERS CF WDERLAITENi CEPENTEp TOGET4L=R OR A SELF AD.ERING F'OLTI'IER YIOpIFIEp Q 1 O t-E—2l'N51 E TIE BE USED M F'LALIN OF F TIE L UNDER ON ROT ANO EXTEND FROM THE COYEST EDGES 6 ALL ROCF SURFACES TOA I RI AT LU O LEAST Za°MSIpE THE EXTERIOR WALL LME OF TIE TIAN 3' ROOFS WT.SLOPE EOJAL OR G EATER TIAN B UNITS VERTICAL M e UNITS.ORIZONTAL, X Y 0 = TIE ICE BAg21ER SI/LLL AL50 BE APR@D NOT LESS TIAN 36°nEA511RED ALONG TIE ROOF SLOPE FRDM TIE SAVE EDGE Or TIE BUILDSK O Q v 0 35=0_B�ILDHEIGM—_—_—_—_—_—_ — 7 - - -- --- - - - - - -- - - - - w� 0 RIpGE.EIGHT _—_—_—_—_—_—__,L___—_—_—_—_— _—_—__-�_—_—_—_—_—_—_—_—__ 13 In R -1Nf 1�U--.LEADERS AND.--of ENTIE Roof %/ � e \\t •O o „ I- TO BE DEBIGNED AND METALLED BY OT.ERS. B� QB 0o i°m: tI�t� LHTRACTOR IS ESF'ON5113 E FOR ALL / e \ r Y_.5 04t . 71 COOFCINATION OF WMDOL9 W/MANUFACiU2=R ANY _;i.u S m DI9CEPANCIEg OR APPROVED EOW1L5 AE TIE / \ �.�A.iu rns W fE5PQ1SIBtLItt,TIE CONTRACTOR $.l 11 ,, mmo:l: PRONDE – TO]ND FL RATE IGT. _____—_—_—_ _ _—___—_—__ __—_ _ _ thhhVY`M1• O CC; I{�N QJ BLMD FLA9.MG A9_EDD. (� Z � w ' Z w // \\ Z0 4 4°• � / \ 3� U:U s WX `ao 00 3 6 !qE / PITCH DIR£R9, pP < TO EIE EE _l\PIG Q £ a / ALIGN W/FRON} NOTTO ALLCVI—L— NOT EE TO-5 T— \1 \ F'R�JECTS 33-01a �. AISTFLPLATEIGT _ —_—_—_ _—_—_—_—_—_—___—_—_—_—_—_—_—_— —_—_ _—_—__ \ DATE: 6/QQ0]3 a U / 9io.l9T FL OW \ 60AL E. AB NOTED _WM_ • O \ L EO3DW55113-01a J / Vf m \\ Q W // DP DP \\ a 39 m �Z Z F �� DIST FL 51 18-FLOOR _—_— _—_ —_ _— —_—_—__ IL— - REAR ELEVATION (EHST) -ALL EXTERIOR WINDOIIIS AND DOOR5 ARE TO MEET A MINIMIAI DESIGN PRE55URE AS NOTED ON EACH UNIT. A1O 19 •�; R -ALL AREAS WITHM ONE MILE OF COASTLINE ED AND THE AREA EAST OF RIVER17EAp ARE REWIRED TO HAVE WIND-BORNE • OCTDEBRIS PROTECTION(3017.17)AS DETAILED ON SHEET A4 Y -NOTE,ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS ! 2 C }- �s T AX BUILD_IGu= 3 IssuED FDR rRm. m5nan3 } _HEIGHT ----------- ---------------------- Z Q tlx: GUTTERS,LEADERS 4�DRAIW�GE 6 EMIRE ROOF Z TO BE DESIGNED dVD MSTdLLED BT OTHERS. W Z CONTRdCTOR IS R'e5PON51BLE FOR ALL W COORDINATION W WNDOW9 W/ VUFdONRER AVT DESCRIPTION DATE pISCFEPMICIES OR APPROVED I -E ARE THE L FESPONSIBILIIT CHECKED OF TUE CONTRdCTOR CEDAR ROOF 9HINGLE9 B T. U Q LF. FLdFE IS DETRID 1)F LF/Bri/PR 0 LPtI1B Q 1Nro rA[iE CED ROOF 6-RGLES F S a Z k TA]ND FL PLATE W'T. _—_—_—_—_ —_ —_ —_—_—_—_—_— _—_—_—_—_—_—_—_—______ - O �TD.]I�FL WnIDpL z W Q 9 9 nM.35•-HIGH IidILING TO BE m m PASSL EOT7%0I DIA NOT TTO LE ALLOW A -- ---------- Q B O DP DP DP DP Ej N PITCH DIFFERS. N GGG A.]ND FL.9UB-FLOOR 335 Ov ylCdl Wi FI�NT ---FLdSHMG A91i�OD.— z _—_—_ _——_—_—_ _—_—_—_—_—___ _—_—_—_____—_—_— _—_—_—_—__ Q TO IST FL.PLATE NGT O F �. �TD IST R_WIImdL U � oltio�ITows uu sIMILGTEp I _ PION E HIGH RdILRG U T BE—E— I-- ELECTED, 5/d"X3•LLHITE AZEK CASMG RAILRG NOT TO ALLOW LLHITE AZEK SILL AND HEADERR Q B DP 35 35 P d•DI4 SPHERE TO 35 p•SQUARE CALUI•M ENCL00JRE. ASS TUR! O DP DP pP 3S DOLOR LLHITE W 35 BLUESTONE SURFdCE TO BE ISFL 6UB-BOOR _—_ ------------_ p D Q_Y --_ SELECTED BT OJNER/ T BUILDER --------_— F GRAD _—_ _ W w z RIGHT SIDE ELEVATION (SOUTH) Q N I scALE:vd•.T_m• In F -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MINIMUM DESIGN PRESSURE AS NOTED ON EACW UNIT. ((� 0 -ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERWEAD ARE REQUIRED TO HAVE WIND-BORNE DEBRIS PROTECTION(3017.13)AS DETAILED ON SWEET AL �- -NOTE.ALL EXTERIOR DOORS ARE TO HAVE FOOL ALARMS Y RSasO 1 O U^IDE ALL COnRT WTH ASTM 1111,—I OR II GR ASTM D dBbS,TTPE I.II III OR IY } NI W AN ICE BARRIER--CONSISTS W NOT FEWER THAN TWA LAYERS W WDERWYFIE B CEi•@NTED TOGETHER OR A SELF ADHERMG POLTn'cR I•IODIFIED V W m BIT-EN SHEET SHd L BE USED M PLdCE OF NORtdL WDERLdT19ENi AND EXTEND FROM THE LOST EWES OF ALL RO F sURFACES TO A FDWT AT 1Zy Z LEAST]d•MSIDE THE EXIEROR WALL LNE W THE BUILDING ON ROLES WTH SLOPE E WAL OR GREATER THAN S WITS—CAL W 12 WITS HORIZONTAL O WE-13A tu M X Y 0 W 35'_0•MAX EUILDPG HEIG—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_ _ _—_—_—_—_—_—_—_—_— O In O O LU o N 7 4T ----------------- -------- —-—-—-— Lo � Z W�.LE.6DER9lWD DRdMAGE OF ENTIRE ROOF "O O 1'ia 1�'n� F TO BE D_SICNED MIO METALLED BY OTHERS. O O I-U�'�= U �' U71�tis u•Y Q CRITRdCTOR IS RESPONSIBLE FOR ALL `[- ID COOf1DIN4TION W WRIDOUB UV MANUFACTURER ANTT F (7 O{r�I��i o 9 1D WE-551-OR AFPfmVED EGfIALS ARE THE CEDdR ROW SHPGLES I W RESPONSIBILrtT W THE fANTRdGTOR � v U �mmaao u�s- P-1 r.�iiz8 PLMc ro BBTorm tae Z LPIIIB Q TWro F'ADB CEDAR RDOF SHpGLES �" p �"�I t-!-N 0 i TD]ND FL PLATE HGT. _—___—_—_—_—_—_—_ _-------_ �' U Wi w eTD.3NU FL.WINpgU O O Q Q MRL36-T NIG-TI TUNG NTO a BE OH.OT TO F Ol4 OH. Y1 a dLLWA 4 DI4 SPV -TO O SEL- Z Z i n PASS THR! 8 W DI m TO.3NDR SUB-FLOOR __ _—!—_—_—_—_—o—_ D__=_�_DP=__ _—_—_—P_—O—_—_—_—_ _—P_—_—_—S_—_—_—_ U •$ LL XXJ�m ❑❑ 2 • W PROJECT� t3-0W fGIST FL PLATE W;T _—_--_—_—_—_—_—_—_ _—_—_—_—_—_—_ _— __ —_—_—_—_—_ _—_—_—_—_—_- -_—_—_—_ _—_—_—__ DATE. SlU/�0]3 . OT�D IST FL.WMDOL �� ON� W L LA3DWG5lJ3-016 J O 39 35 39 11 O 0 35 DP DP DP 3> 13"90UARE COLIlN ENCLOSURE, OP DP Q ��WHITE DP DP m BWESTLNE 9UrsACE TO BE 35 SELECTED BY OJNER/BUILDER DP F OIT, _—_—_—_—_—_— _—_—_—_—_—_—_—_—_--- —_—_—_—_—_— _—_—_—_—__ p/ t�j _'` .-LEF,T: S-IDE ELEVATION (NORTH) 3 fr v` :ALL EXTERIOR WMDOWS AND DOORS ARE TO MEET A MMIMIM DE5IGN FRE55URE AS NOTED ON EACH UNIT. A11 F 19 -ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERWEAD ARE REQUIRED TO WAVE WIND-BORNE DEBRIS FROTECTION(3017.17)AS DETAILED ON SWEET Al. �j' -NOTE,ALL EXTERIOR DOORS ARE TO WAVE POOL ALARMS N �' } REVI610N& 3 BSUED FOR FEfa1 06A0A3 } 2 Q _Z F Z III DEbCRIPTICM DATE 7 p .HEOKED B T, m DRAWN BY, LF./Sri/PA T F V Z N a 0 � I- 4 CLT'PLr wiH a9m D Rb.TYPE OR n OR 65m D 4069,TTFE l 11 ul OR IV. Z {- VICE e4RRER THAT CON519M CF NOi FELLER THAN TWO LAYEP9 CF IfDERLAYtt-31i CSENLED TOGETHER OFS A SELF AD4EFiING Pq_TH_cR HOJPIED BlltStpl B:�ET 9uALL BE YSED M PACE fi NOR'V+L Q DOERLAYHEM AND EMEND FRRt THE LOWEST EDGES a ALL ROOF 5U4ACE5 TOA MMT AT LEAST]4'M51DE TUE EXTERIOR WALL LRE OF THE&IILDMG Pi Fi0015 WTu 9LOPE ECVAL OR GREATER } THV D W1M VERFICdL M Q WIT5 HO XMTAL THE ICEER Su^. ALSO BE APPLIED NOT LESS TNV 36'HEAD ALONG THE ROOF SLOPE FftLTt THE EAVE EDGE CF THE&IILDINCi TYPICAL f Q 35'-0=BJiLDIM1Y.HEIGHT______________ J p • Q, —_- _—_—_—_—_—_—_—_—_�_—_—_—_—_—_—_—_—_—_— L W Q _—_—_—_—_—_—_— �_—_—___ —_—_—_—__-__�_—_—_—_—_—___—_—_— Z / TYPICAL GABLE Id70F CONBTg1CTIONr �dD-EIT \ CEDdR ROOF SHIIGLE9 O p O TTERS,LEApER$VD pRAMAGE OF ENTIRE ROOF 0/ Q VJ•VBIi GRD TO 2E OESG.VED AVD-TA-LED BY 0iuER9. 8� QB \ HIGH TEPIF'ERAiUFE ICE dm WATER SHIELD A9 F£R1V F W O�pR TOR 19 fE5fiY91BLE FOR ALL �/ \\ �W%TRTW.FOR RR.Ib'POL.R 1' COOIZ)MdTION, WMDOJ9 YU HBIG,[ TIFER AVT y/ ]X6 COLLAR TIES ]XIO RPT RAFfER9.IG•OL.WLE9S OiuERW9E NOTED I DIYFSPd 1—OR APPROVED EOIALS dRE TIE �q� 3X6 COLLAR TE9,3]'OL. PON9IBILITT OF TUE CCNiR4CTCR / AT 32•OL TYP \M 2. W M FiAFTEF03 A9 PER HE RA R P..4V9 u ATTIC QB �9 s/B•GYP51T'I eoARD MTERICR2 PMISH - / (3113/4•X11 VB'LVL eEAI'1 l3)19/d•Xil LVL .AT b'-O'ASF. 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FRG'I COFd.'ER9 NO LEES THV TLLO(])PER SILL) lo LO W i a I SIB'WOOD OF IHE L9TFdC L IL PAYEES.OR EO.ON THE Z I I I DJDER9IDE OOR FRAHRG A9 PER R303J3 i m � Z,f'., o j, 4•POURED CONCRETE TL IR 6X 6R-LL YIII'I POJFiED CCRC.WALL WTH 4•DROPPED BE4T I�- � I OVER 6 HIL VAPOR RETARDER OVER WELL SHELF/IALLE99 NOTEp OTHEFWIISE KEYED TOA I(j Z E h I COf�AOTED SOIL fA YmE U]•PERIMETER ———— Q•X]a•mMPN'i)PO.IFED CQICRETE FOOTMG —— 7; I A3 �� e]mAN5lw Jomm.—, F--- REllror Ep wTH(3)caNrRuwS�BaFa �a s l'• w o Q -------- -------------- O.O mss ---- I zW l 7 z� .: BUILDING SECTION I' A\ SOdLE:RTb. c o e Q •FOR IND L04DMG C^C:cTIq.B,5EE SUEEi6 D]-D5 1�`� co J W PRJROT 1 ]3-014 f DATE, 6AAOI3 LL p 6DALE. A5 NOTED p L LA3pWGSD3-014 F Q - J 0 Q m u G 3 2 t I I } REVISIONS: " Q 19"l�FOR PER1R� 0660/!3 3 } Z Q _Z I- WpE6CRIPTION DdTE CHECKED B T u LF. 0 DRdwN Br. � LF/Bri/PR F N Q " MOffi E INDE10.dYMENT SNN�1 C01•IPLY WITH dSTM D x16,TYPE I OR II OR ASTM p 4866 TYPE L II III OR Iv. Z �j W 89051]ICE BAFRIER UU f A^!ICE DAKKER TWAT CCi+SI9T5 6 NIT FELLER THAN lYa LAYERS IF 118E dATI-WNi CEMENTED TOGETUE OR A SELF ApuERnY.a POLYMER MODIFIED BITUMEN SHEET SHALL BE USED M PLACE IF NOR'LAL Q UNDE0.dY T Al E)ITEND FIC TUE LOUEST EDGES OF ALL ROCF-5 TO A POINT AT LEAST 1<°MSIDE THE EXTERIOR WALL LINE 6 TUE BUILDIIYa ON RDOFS WITH SLOPE Em L OR GREATER } THdN B OMITS VERTICAL M D UNITE WORIZONTAL,THE ICE--I-6NALL AL50 BE APRIED NOT LEES THAN 36•MEdsUREp ALCTY THE 806 ELOPE Ff t THE EAI EWE OF TWE BUIL —tt CAL Q 35_0_MAX BNLD_IGHT _______________________________ 1J . � 7 t F N § J _uE—T ________________—_— O p W G6dUTm TETENMRTI9RSTEdLLLED RDsr doNrDw=DRRsd.1NAGE II III III IIII III II III IIII III III III iItI III IIII III III 0II III III III 00 III 0II III iitt III IIII III III III I I III III iItI 00 III III III IIII III III II I TYPICAL 6GAsBHILNGEL@Es70F GON$T1aGIQ:Eb CED III Ilull U 1&Y 0 W•vEIrT GRID 0 II ISI II III II II III II III II I II ISI II ISI II ISI II ISI II ddI II ISI 0 d II ddI II III II III 0 I 11 I II II I II III II ISI II WIGW TEMPERdiuRE ICE Jura WATER sulELv ds PER RsasJJ 1- CONTRACTOR I6 RESPCR5IBLE FOR 0 11 II lI II lI II 7I II lI II 71 II 71 II lI II 71 II lI 0 71 II 'I II 11 II 11 II 7I 0 lI II lI II lI II 'I II 71 II 71 II 71 II 3v ERLT PAPER OR RED ROSM PAPER ALFCOORDMATION 6 WMpOJG W/ � O APPRDv�Eo E�w.epL Q RESF'LTBIBIUTY i�tes IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIiIIItI IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIII IIIIII IIIIII I0III IIIIII IIIIII IIIIII IIII IIIIII IIII II IIII IIII IIII IIII IIII IIII IIII IIII 0II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII 0II 0II IIII I0I IIII xX618 CKOX06RRRTi WTIE5.reFrnO1s6Ro.OIC6 THEMRTI1X CEI- I I 0 II II 1 II 0 I 0 1 0 NATION N I 0 I 11 11 11 11 11 II III it II II ROs RcP.E.wRwauE•E5oR5D_S O. RTAWTE ERRUIS�E�NOT ED II 0 II II II 0 II II 0 II 0 II II II II II II II II 0 II 5/B GTI=sw1 BOdR]INTERAR FMISH _—__ _______ m btu Ri T Ip TI.118 FL UNC= W -O H = MRL%'NKaH KdILMG TO Z H. Q 9 U OH Q Q w Q BE SELECTED,RAILING W NOT TO ALLIU d 4•DI4 (V 01 m -' b W.I GG b 13EDROOM 5 PRIMARY BAT" b 2 PRIMARY O 9 6PHERE TO PASS THfdl In F Z m p d BT OTUER9 m MECR VENT TO EXT. BEDROOM FlNISUEp BOOKING A4 PER OYNER V F LL Y% p U 1S _ J 3/a•T.1 G RTLLOOD SUB-FLOOR W 0Z W _ ILL (1)1 S/6'X16• 11 T/6'TJI 560 SERIES-R JOISTS 4T W N Z OMSUL TA.N d5 PcT2 HERS�cR'PORT �F 0 TD.1N'D FL.SUB-FLOOR_-- _ _ D is M'3� LVL.FLu9N - --- ----- ---------- IOL U TA ISTR PLATE IGT. _ _ —DIG TO11Ad• ___ Ir _—________ g P'NETRATE,TTP. --- WUaT9 6rEF1 I——W/(p 1XBTOP RATE(NAILER). 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REV 1 9 1 0 N A 3 G. 5•-11 la. I—I.* ISNED FOR PERTIr: WGmll3 ZD2'D14 A!1'.{i'TG HATLN MDICATE9]kd BTUD9 Q BQ-10(T1TJ GEE 11.1 AT 16'oL-To ALS 4 YV GEiAIl.6 m A9 EDGE OF FONDATION WALL F N (]HES R 6 SEL ]X4 STUD9 AF Z J WALLS WTN 2.SHELF FORG RAGE 1 �� NATCN LMJIC INC TO 16'OL.TTP. Q r---------------------------1 rECL 1 W 0'THICK POYFED CCNCReTE O WC. O ECTED DESCRIPTION DATE I BLAB O RTO BE KEYED TOA OWJER �ID STEP DOYIJ ❑ CHECKED B Y. O CONCRETE FOOTINGNG REIIiORLED I - 2e 4TE0 TO O W TH(31 CLNTINUOU9•4 BARS.TTP. I _ 2X6 STUD.AT K•OL _p 1•' 4'd I/2' DRAW N EXTE JOR DOOR TO BE INSTALLEDI - ON T 6 FCIPmATION WALL PL '36•X&1•EM. I BILL ATE AT 0003 LODATION(5) DOOR TO OP BE' I 16 1 I II I SELECTED BYI IZ- I I I 3°Xed'EXTERIOR I I I I j�R I I 4 B aii a Z I I 1 DOOR TO BE I I I O I 1 4 i ELECTED BY oW."cR II II 1I i h SLAB-ON-GRADE II I _ ___ I ' L 4'POURED CONCRETE SLAB WITH B�P DOJN TO GRADE F} 9 V VIER EGEOGK E SLAB OVER I i1 --❑x 3 II 0GI AR CAIR\Q�CO E]• & d A ❑x-- RAFERoE ]nIm FmoF u=ERs Q - Ar I6•oG AT N.'oG ¢❑m m 1 I NSTALL S/B'TYPE'X-FIRE FY+TED I Z I 1 ° I U�I GYF51ll'I-A-ON WALLS•CEILING U � b Q A 99 I A A xm �I}y1�� ADJONMG Llvowa SPAG=_IF REWIRED ; ^ A A COLLAR TIES A ❑ g 14 I ��d 1 '" 14 AI4 H jr---„B cola w•oc I I�-- -4 I C 14 14 aAT 3r oL. 14 D }I W 2�pdL OCT. I I ]n m a ��m y-_-__.y 1 � '-2' S:1] 5:1] •_]• Q - 1 .�,oy I iI Ir mew� � 1 11 1 ox E= $ Z II I B 1 °"N O i ��o 1�---- 0 i 1Il�--- ��1yli 4 IE 1� � ❑ I I C I v o gg I/��-�� ` x u H B AT ovERHEAD DOOR LOCATION I I G 8 o I 1 � I 1 FOR SLAG OVER HOLD 6LA9 1 I 1 m I I O 1 OYER N-I•ABOVE 1 GRPDE L___________________ _______J I ; I 16'-m•xe•-m•oYERNEAD DDDR I Q _ - OBE SELECTED BY OBER 0 1________________________ (2)13/4'41l/8'LVL 24'-0' tu GARAGE GARAGE GARAGE z w FOUNDATION PLAN _ SCALE:114"E p_0': CONSTRUCTION PLAN SCALE,1/4" ROOF PLAN SCALE:1/4" 1'-0" � perry LL NOTE:ALL WALLS TO BE 5'-1 VS'PLATE HEIGHT AND 2X6•IS"O.G. NOTE.,ALL ROOFMG NAILS TO BE STAINLE55 STEEL ILI Q O CONSTRUCTION,UNLESS NOTED OTHEPoWI5E. Z NOTE:ALL DOORS ARE TO BE 1'-0"M HEIGHT,UNLESS NOTED OTWERWSE Q O NOTE,PROVIDE SOLID BLOCKING UNDER ALL POSTS WITHIN TWE FLOOR Q Q H NOTE, TUELEVELS. FASTENING FOR ALL STRUCTURAL LVL MEMBERS 15 TO BE AS PER Y} W MANUFACTURER'S SPECIFICATIONS. ILI Z V m I RIDGE HEGN R DGE NE H DGE uE1Gur TTP.ROOF GCNSTRlGTIOtL N m V Q XV _ _—_—_—_—_—_—_ ______________ _— RI314•Xld-LVL RIDGE.—_________ ___________ O J - H GNMGLEG FOR EVEN RING D I2 vENT BY vEM GRIDWT'P. O CEDARR wDSHItGLES ^ 45p d45 dd9 _ IOL SOI- W 5la•%6•YMITE AZEK F CEDPR FmCF SITYJGLE9 r - 2ka C0.LAR TIES 3 GELD AS PEER R9m5❑At.m R9m•t] FASCIA BOARD W/5/4•Xd AT 3T'OG m•FELT PAPER OR RED FmSM PAPER ICI Q YHITE AEX FFYEZE BOATm N N - XB CEILYIG JOIST °OG - V]'Wk RTYbOD FOR RA Z - ® - TG BY FL - TA.Bi FL - - IXMB FT0.'f RAFTERS.Yi'OL.UNLESS -7" 6 ] SAT I6 ] 2 T.O.BY FL F1ATE UGT. _ _ _ _ _ _- = PLATE NGT.— __ t A NGT__ __—_—_—_—_—_—_—_— OT77>�4'RUI�NOIED D. Z Q9 SELECTEDBT GYNE ®®�� O.N Q9• O ___—___—_ ®_® ___®___ Qg N (BEYOtm)TO BE SELECTED BY°OJN H. Fes•}TPEI'XGSP,M•t OBOARD • OO°",I2liin _ _ IXB CEILRG JOISTG,I6.OG AS PER f Y LIGM FIXTURE TO BE 2 2• e e 5le OO 'uS r' _ OH 3 TWO CAR GARAGE " 11 o ❑ f0'7 Q $ OPEDAR SHINGLE SIPNG. ' $ Y� ID co T1an. ANTED LLNIIE 39 39 O m I'T s INSTALL S/B'TYPE'X•Fif c RATED CEDAR SHINGLE SIDRG,PANTED LLNrtE t n T m - vP DP Is' L7 OJ = i GTF51H'T BOAfm PT WALLS I IL- FELT PAPER y _ ADJOMRG LIVING SPACE F REOUIFC-D xd SIUDS AT I.- R 6�OG Ep- M9ULPTILN A9 PER MERG REPOFtf E W at W/auHIIEAZEIC IC.ADCASMG m O O a•F'OJRED CONCRETE 8LA0 WTH 6x6-10nIID Sle°GYPSUM BOAFp INTERIOR FNI54 (7(7 a'K P. J / 36'XBa•EXTERIOR YAll1 OVER YELL CCTPACTED SDIL.PROVIDE �O�"o Z Bgm°OVERH_AD DOOR DOOR TO BE 4 2'LEDGE FOR GARAGE ELAS OVER SLOPE E. OO S. v S ] �O BE ELELITED BT OWER TO. SELECTED BY OBER TA 51-AB.1-PER FOOT TO OYEFNEAD DOOR Z ___ __ FOWD.WALL _________________—_ —_ _— OJVD WALL HOLD GLAB OVER xI•FROH GRADe - _— ___ ` ^J .. 1�� r'm� '� I O i I e• OU ND ION WALL:PCUFLONG WALL WITH]' V Z x 5 P.' I W FRONT ELEVATION RIGHT SIDE ELEVATION : I NOTE PPOED SEAT 9NKELF/E.TOA F 10•k 20T fHNYMU PWFEO = -ALL EXTERIOR WINDOWS AND DOORS ARE. MEET A MINIMUM -ALL EXTERIOR WMDOWS AND DOORS ARE. MEET A MINIMUM \ / o.LRETE FOOTING REmEAfCED H } DESIGN PRESSURE AS NOTED ON EACH UNIT. DESIGN PRESSURE AS NOTED ON EACW UNIT. T.r31 ta1TINlOUS•a BAF9 Z� nGARAGE SECTION BLAE:NTS. $o O _____________ ___—_—_—_—_—_- _ _ —WIND LOADING CON'ELTIONG,SEE 5-El.D]-DS _ LL U.._ 31; I] (U 5/e°DIA X B'LONG ANCHOR BOLTS,EMEND 6'ABOVE FO1NDATION 23'OG Q d5p ads AND(U ANCHOR BOLT 5HALL BE PROVIDED WTHM&'TO D'OF EACH END OF CEDAR FICCF-—LIES INTERIOR FADER SCHEDULE PATE MID WITNA]O'LF CORNERO AND LOCATED M MIDDLE THIRD OF THEENT '7 N W ® CONCRETE Mb BE FZSTENED TO T1@ F`LATE WWITH Nlli AND 3°%3'V4,TNICK,•M I wALL MATERIAL FORYIOOD FRAMING FRAJER 1 33-014 H 1 TO.LST FL SWARF WA54ER A9 REWIRED TO HAVE A MINIMUM Po OF 850 P5.1. DATE: LL TA.BY F PL ATEHGT. -_-____ NOMINAL LM®ER 51.1 SPANS 1 <U 2X6 P.T.B01TgT RATE B'THICK PORED CONCRETE O ,q Q 0 •PLURED CONCRETE GLAD W WALLS Y. 2°_ID MSULATION B O A L E. AS NOTED Z a 2 -3 a 2 xb-IIDnIID Y1J2'I OVER 6 HIL 3500 PSI MIN.C RETE 1'91 2X10 b'-0•TO Bb' OH O.R. 1912%12 -1,TO 10'-0' L Z/Z3DWGG/t3-016 VcaPGc ED 50 L.O ER uE L 'YYY D TO.GARAGE FCNm.WALL Q 4�4 U O 39 35 T.O.GAR_E SLAB_ ]4 W4LLS�MLLE55 NOTED IOTIIERHISE O O DP DP _ 4PPROX GF+AOE 36 YlALLAS.LLUNL�EESx IOTEBMIO�ME ICE 0 36•XBaT EXTERIOR Z O BEMEMBRANE ON ALL F - N°iEr O L SIZES GALLED PJf ON ANY PROVIDE WATERFROOFING OF THE FOLLOWING DRMTNGS WLL Q TO. SELECTED BY OLLNER •I S WALLS BELOW GRADE SUPERSEDE THIS SOHEDUI2. O.FOIND WALL _ —_—_—_—_—_—_________ __ _——_______ -- d• Q m I• h F I V2°k 3 V]•KEY WAY REAR ELEVATION LEFT SIDE ELEVATION 5.MIN ` 0•Mm•(HNIPOURED SCALE,Vd•.I'-m' SCALE.Vd•°I'-0° CONCRETE FOOTING,35mm FSI _ 6 HIL VAgJR�TARDER Z MIN.CLNCRETE,TO BE HELD Z -ALL EXTERIOR WINDOWS AND DOOR5-Af.E TOMEET A MINIMIPi;� �-------'----'-- -- -.CLL EXTERIOR WINDOIIYa AND DOORS ARE TO MEET d MMIMWi '1'f 3•-m•BE—GRADE WIN DESIGN PRESSURE AS NOTED ON'EAC 4.UNIT. L� ry -� - i' � DE51GN PRESSURE AS NOTED ON EACH UNIT. HLONI-IpACTED soil I•-B° r3>u F�BAR CONTINw1G 3 _ ,-----_. --------- .. -,--------- _ TVP.GARAGE AI4. 19 6 ''f FOUNDATION WALL DETAIL xae. .I•-m• 1i OCT �v ' y 4 1 } REVISIONS: 3 ISSUED FOR P'cWRT: 0690/13 2E20ECMUIRI4D2.T.2 TYPICAL AIR SEALING DETAILS INSULATION AND FENESTRATIONATION RABLE RI EMS BY COMPONENT° Q Z rra r 1:11.rvm C BACKER BOARD H NirS EMERIOR WSUTATED WALL Z CONTINUOUS BEAD OF SEALANT W CONTINUOUS BEAD ""ALA"' F SEALANT PLYWOOD/OSB SHFATHW DESCRIPTION pdTE CONTINUOUS DEAD OF ADHESIVE PORCH RARER ] m am�h +ri so• avis invn CONTINUOUS BEAD OF SEALANT pN EGKED—.7: Di LEDGER ON TOP OF ATTIC INSULATION �TUEYBOs NROROUND VP ASSEMBLY) WEATHER BARRIER W OOD FRANYNG 0 emm mnm�:.:enw•remn:enman %. .mmmemm�..m�e LtROORASSE,,sLY--) ANDSHFATHWG SHEATH WRRIOR OF ATTIC TUB#F.�A.� iOUiBEADO"TINUOUS BEAD OF SEALANT INSULATION IEVEI ATIURI R LL FRAME SOFFIT Fwi mnnmma w memw.w maim 1"RIGID INSULATION RGUERDR UDWALI LYCONTINUOUSBEADOFSEAIANT PRONG STUD CAVITY ENTEMORSHFATHING CCESS PANEL THINlL THING IOR WALL PR10RT0WTEAIDRGTPSVMWALLBOARD BURDING PAPER/ FNBLYAS AIR BARRIER WEATHERBARRIER RIMASREQUIRED CONB D SFAIANi FINRH CEIlING UOUS BEAD OFSEALANT Z •ea mm•cmmc..mm:m�cis m••awe w.mm•ca�nwmv�vee.mimam..2a:e----mm EXPAAM W �w WO —� Q } FLOLY Q J 64 ](1120 KCCNYS TABLE 84021.4 2V EOUP/AIENTUFACTORS° RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/SHOWER BUILT-OUT SOFFIT W W s 1 2 3 4 5 rn rw rn rm Z F O H —11 22. M M U L) ar�^m SPRAT OAM WSUTATION INTERIOR INSULATED WALL BETWEEN W CONDMONEDSPACEANDATTIC CONTINUOUS BEAD - ROOF SKYLIGNT EXPANDINGFOAMSEALANT OFSEAIANT PROOF RARER PREFAO� OUGH ETRNGER U RIDGEINSULATION RREPLACEUNIT GYPSUMBOARD IC R-V LUE/THICKNES PER CLIMATE WSUTATED EXTERIOR 180TH SIDE OF WAIL) Q 2D20 ECCCNTS TABLE 8402.4.1.1 SND ALL EXPANDING A@BARRIER AND INSULATION NVALLATION EXISTING BAND JOIST FXPANDINGFOAMSEALAM FOAM 6 COMINUOLRBEAD OF INSTALL WTERIORSH TILING m SEALANT SEALANT PRIORTOINMLATIO OF PREFAB FIREPLACE ki W > °m. •amrm�•vm• INSTALL I"RIDGE INSTALLSHEATHNGATATTIC 1- r`°'^°"'^^ '" •mbn INSULATION AT BOTH CONTINUOUS BEAD HOR20NTAL AND SIDE OF SRYLIGMSHAR SEALANT PROVIDE INTERIOR m w DRAINAGE PLANE VERIICAI POSITIONS CAVITY INSULATION — SHEATHING AT W W •nc nm. mryaeismm WSTALLEXPAN DING (LEAVE 3/1F GAP FOR AMC INSULATION F ERIDRWAILAND .` rm o1�°"'•r'waw FOAMSEAIAM AT EXPANDING FOAM) GYP.BD.LINER 2_BLOCKING CORING PRIOR U INTENTIONAL GAPS AT EXPANDING WASSO,FRAMES.lFR TO SOFFITASSOMBLY 'Z W •m I-RIDGEINSULATION (—WOOD FRAME. iOAMSEALAM (V I �w°•,:� °^nm'OY°FT,r°gip" CAVITY WSVIATON FLOOR ASSEMBLY CONTINUOUS BEAD H CONTWUOISBEAO SECTION THROUGH STAIRWAY SECTION THROUGH WALL OFSFALAM O- .awm.•m OFSEALANT (n 0 �mnmumc MIN2WJM IIT DRV 1"RIGID INSULATION SOFCONDITIONED/ Z P"'m'^`v°^�Om^'"m•mSOFFITCLOSURE RF 0 nmwa .ea .dm•�m SKYLIGHTVAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT-OUT SOFFIT �O m .am CANTILEVER FLOOR 7 8 9 10 11 Z Y� Lj TIf ,mmewrt mde..n vamv..imm:mmm.eio VENTED—FACElu vy O I f UFACNREDTHIN-PROFRE mO� O H LFITIL WNIIIARON BAFFLE - CONTINUOUS BEAD If Boum• .ncveamamvc mmm - ) OFSEALANT Q_ W Q S W CAVITY INSULATION r�/ F o m+b — m� PROVIOERIDGEINSUTATION CONTINUOUS BEAD RY Q�Q UU Z B AFFLE AROUND VENTILATION OFSEALANT Q _M N ] CHUTE-FOAMSEAL PERIMOTER CONTINUOUS BEAD OFSEALAM OF RIDGE INSULATION COHTINUOLLS MNML m�mesmmew - PROVIDESIUDCAVITY CLOSURE EXPANDING FORMAT �� rra=aavamwba�a.ramm.m.r roTm °��,q�� `O�NVRSIDEOF EACH STUD WINDOW PERUAETER :"iOOF`�('r�" f GYPSUMBOARD OOiWt°ip ARRIER i�... 0 ¢y Y Q m rue UOUS BEAD Ln TO, NT UOLS BEAD •uANTV A'c CONTINUOUSBFADOFSEAIAM CONTIIATYOFCONTINUOUS FOWAT WINDOW UNRAS Z CONTINUITY OFAIR EXPANDING FORMAT AIR BARRIER ] BARRIER AT WAILSECRON WINDOW PERV.101Ett PROVIDESOLIDBLOCKING EXPANDCONTINUDUSINNIAT EXPANDING FORMAT O m amm - BENEATH KNEE WALL WINDOW PERIMETEt N WCAVITY INSULATION CONTINUOUSBFAD — __ OFSEALANT " R.•m • Ncre ° WINDOW UNRAS CONTINUOUS BEAD /� 0 5 z } me a m'vm AIR BARRIER OF ADHESIVE 00 ¢_ E Z CONTINUOUSBEAD ZEE m m Q CONIWUOV5 MINWWL OFSEALANT 0ZJ E E CEILING&KNEE WALL INSULATION EXPANDING FOAMAT W O WINDOW PERIMETER ❑0 a o LL UU 2020 KCCNtt 8403.1 EQUIPMEMSQWG AND EFFICIENCY RATING(MANDATORY) CONTINUOUS BEAD Q HEATING AND COOING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED 12 OF SEALANT ^ ON BUILDING LOADS CALCULATED W ACCORDANCE WIN ACCA MANUAL J OR OTHER APPROVED CONTINUOUS BEAD HEATING AND COOLING CALCULATION METHODOLOGIES.NEW OR REPLACEMENT HEATING AND DF ADHESIVE RIC INSULATION CONTINUOUS BEAD FRJJEGT 1 33-0k W COOLING EQNIREDB SHALL HAVE ANORTHEFFICIENCY GEOGR PH:CLO ATI OR GRFAIERTHAN WE COMNUOUS BEAD ARIL FLOOR FRAMING OF SEALANT I MNVAUMREQUIRED BY FEDERAL TAW FORTHEGEOGRAPHIC LOCATION WHERETHE EpUIPMENiR OFSFAUNT F INSTALLED. CO INSULATION NWISSIFJDEPTH PER CLV.MTE D 4 T E. 6/DR033 IN LL GOMUILTAMCCLOS SIR-PING WCATPERWIETEROFENCLOSURE CONLINUOIR SLLl SEALER GYPSUM BOARD BOX ENCLOSURE SITE BURT AC ENClOSVRE-MECHANICALIYSECURED -FULL WIDTHOFMUDSILL BGALE. d5 NOTED ARIL"SUTAiION Z ATNC FRAMING 4MRR WALL AS SPKIFICATIONS \�\\�\\ L L/13DYG5/13-0U F REFER TO ENERGY CONSULTANTS CODE COMPIUWCE REPORT FOR ADDITIONAL INSULATION IAB AS OAND MECHANICAL SPECIFICATIONS COO�NLUAt BEAD MECHANICAL LATCHTOPRESSURE %14SEALATWENTHERSTRIFFING CCOOMWUOUS BEAANDING FD of SEALAM� � MAN ACNREO PULL DO N STAIRADDMONALSPMRCATIONSDRYWAII CEILING \� WINDOWS ANO SKYIIGHSO?DU VALUE 03DSHGC BUILDING ENVELOPEAIR LEAKAGE LESS THAN 3AIR CHANGES PER HOUR®50 PA RECESSED UGHTNG FIXTURE f HVAC SYREMANDDUCTAIRLFAKAGETODURIDELESSTHAN4CFM25PAPERIDOSQR. BLOCKING AS REQUIRED • MW NI fNERGYSTARAPPTANCE LINE OF CONTINUOUS AIR SEALING STRATEGY- AIR SEALING STRATEGY- BU PSGENERGY EANNOTTINTERIORIIGNTING Z ALL HOT cAERYCESTOBE E5U_MTOCTWORK __- _ _ --� —RECESSED LIGHTING IN ATTIC ATTIC PULL-DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION • All HOT WATER PIPES TO BE INSULATED TO R3 Iy-. ,��_;,, _ rr 13 14 15 16 I 17 ALL DETAILS MAY NOT APPLY UPDATED 5/1/2020 i 3 E, OCT 2 G 3 { F E 1 - L } REVISIONS. 3 IswED FOR PERnIT. 6:e } sEEnwcal sEcn°n L GEEnwdu sEmlox-I.• 4 Ew""`uAT=""r"ovED n°L°oF"snlncies °1°ate Z �Al PE+T =a.m nww°aila'looF sE"FD`n°cEs ,m.a-Nals °EAmm �.,T s ERT n W ,gsrs R1ooE TORE° E='E."GLEE �� (H. nEs[°au LANOnxE N—EN.... 12 7 T""R ENE(e)PAETENERS ° °V °VA DESCRIPTION DATE E p ��ERsvnd c+e•od PER S„m tElel FASTEnERs CHECKED ED U acon�enPBOfc„s R•"TAAPiER � a%"MLSTws aoEm"�"' 0 >,Esod aRee R„Psox rAdxnEm°R eot U 1°NE IF^=�aou NAA ¢,ea rwls wro PUTEs R A w N ERN Is1��PAxFAsro Ie)m xAlLs 6v,o sN05 (+6)oE F LF./BM/PA 0 O,m FASIFi,ERsrosruDs BARE F �Dd°xD _ w a lrosw` NEN.I .E°i TO Dx"E—AT,s•Dd (IYlmPs�A6zPosY D BaE,mxa rwLs.w.PIER TO Hl"muj o_ oTYPICAL END WALL PRwEOEDDA E./eAaE=REwE =„s;" a„m A`E°`° �PEn BLOCKING DETAIL _ "4P'A nPMA Ns �,Es1NPso"-srWO au " °LOAD CRITERIAcxnEmoR rvE N WE fonesoEl s /nsl Su nxIF INSTALLED IN A SLAB CONDITION ON ACO TREATED TeoeaFAsmORs4LUMBER THE CONNECTOR MUST BE GALVANQED. (6eavASTP3+ERs mlE �nE—EOE,mFAmsF Ms) LarAxsrn°cERmwERroJ sv�s, sD"•Hrza vaa 4metro o A1u:to alwns sno HECT PEIA °PRRc"`"auE"TF stwza LOFPwRe6 o P1meWnslMOvtAsutr B,1RAxuFAmd6ERs sPEcs. s. V m 'vrtos—ANO. PtAN MRTHE EN°mE,=„w rE TYPICAL GAMBREL ROOFEP� E�ND N DRLDdnDxE SECTION RAFTER REFERTDNA"°P.EPE. SPRINGING FROM PAD TYPICAL WALL SECTION w TYPICAL CORNER HOLDOWN TYPICAL CORNER AND ABOVE SUB-FLOOR RAFTER SPRINGING FROM III III R PERrDNAx°EmE� w SLAB/ONE STORY CONDITIONS BRACED WALL HOLDOWN *TOMEETI3DMPHWiNOLOADCRITERM(xmioscnlE) PAD ABOVE SUB-FLOOR TYPICAL WALL SECTION Ixmio srxEl Ixm- ') AS PER ASCET-115 DESIGN CRRERVI ° TYPICAL WALL SECTION IFTMI STORIES 6 S..1I0•ANCHOR BOLTS AND HDOS HOLOCWN fe TO MEYI'3D MPH WIHO LOAD CRITERIA TO MEET I3D MPH WHO LOAD CRITERIA Ixmr srxE, AT COVERED PORCH Inmros�.E) w` WCONNECTORS(DETAIL B)MUST BE UTILIZED.TO MEET 130 MPH (NmT—) V Q' ;t WHO LOAD CRITERIA 9 7 6a 31E TO MEET I3D MPH WIND LOAD CRITERIA 6' �TO MEET M MPH WHO LOAD CRITERIA C z H3AND A35 CONNECTORS ARE TO BE GALVMUEED J Q IIl F I WHERE THEYARE IN CONTACTWTTH ACO TREATED i" LUMBER STAINLESS STEEL NAILS mu3TA 3DBED3eD. NOTE:ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.IN — o ; NOTE. DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED "1 ZT 8905.1.1 UNDERLAYMENT. GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO WUNDERLAYMENT SHALL COMPLY WITH RESIST CORROSION FROM PRESSURE TREATED LUMBER.ASTM D 226 TYPE I OR ASTM D 4859 FASIENAS PERTAs,E aw (] LuTYPE 18IL W YO TE.' „w;; R905.1.210EBARRIER. � �OOAN ICE BARRIER THAT CONSISTS OFEiTE AT LEAST TWO LAYERS OF __ N1Nlu -N-M UNDERLAYMENTCEMENTED RE°" °ST`° Tmo TOGETHER ORA SELF ADHERING „`„ s,,,,°.s RYass siwas AT EVER FOessF3I)tINA"e+E AT EVEx Erv�lel PASTENEns Tt E•vmvsox-xrz x°RwdwE PwxwndeWAL PLANE D�dd,E d6T.RRENx EDOR oDs d=.)wRREEe l xD POLYMER MODIFIED BITUMEN SHEET N°- 1"DLEs P R„IND µ--H ? FA=HSDE sxo°AmEx'°"E F TE`N'"WIN°x°'°"EEA=x E PERsxIE"�`6,PAEExERs ERSPAdx° l,zye.,+rs xau" SHALL BE USED IN PLACE OF NORMAL ITI-E PSDMHTzx°RR1dwE H wnx(6)e6 wvulxro srvo oPe TI-EE-1 u'AT°RFAc„ x SPAPrER Ra AnDl6,mrvaLsl�Tr°wATe UNDERLAYMENT AND EXTEND FORRn"s"FTERalesornu'� 4 THE LOWEST EDGES OF ALL ROOF TO - a%mxRATAs'r°i,n°'`siD 42.4 '"m F�"`°°""`sl"`"""ERI o�•'}"'__ NOTE:MIN,TWO(2)BOLTS PER SILL WITH D)mrvwLSlmowATEs la)m n�n Into".=�I�� TYPICAL SLAB-ON GRADE SILL CONNECTIONS 0EBOLT LOCATED NOT MORE THEN I2.OR A POINT AT LEAST 24"INSIDE THE Msi"� "�•E o°" �,`OOR° �"°`”°` '"" ��°"'`" ORLESSTHAN SEVENSOLTDIAMETERS cESMm I (Omxafis wro PwTEs mW ;1�4'_ w FROM EACH END GFPLATE SECTION. EXTERIOR WALL LINE OF THE l'I'S1NPeOH-X1ZX1RPlu"E m)mRaLS lxro sR,Ds �.1,:). ENTIRE PERIMETER OF BUILDING N e, AnvERC°EDE ak'A BUILDING.TYPICAL "RAT16O4�°H z3D M„° m m 1"mroEwE, lnxxA.TTx1�NDEm coroc':Emo Z TO MEET 130 MPH WIND LOAD CRITERIA 4a mu OV FouR as /50P5�-csA m¢Eo sRAv a, o ft m_ 0 NALE wLs lm" E"v wAl iEs W-sMPsom-„r avvnwE.—ATEV.1— NOTE;MIN.TV4O(2)BOLTS PER SILL WITH rvEmaRs s/ s d lelmwVls lmo scups MA1L,s FACE STEN EARma oN DNESOLTLOCATEDNOTMORETHENITOR sruosvaOlxc+rOcxruL -� Z w DRLESSTHANSEVENBOLTDVIMETERS ns,wASEE waxs MEEAdt ) ;=FACE 'iZtia a a W FROM EACH END OF PLATE SECTION. (e)ea xutsrowN,gsT 0,� a 1 e,mxN EroENDE rREAwxD �> W } rrr N= DaNPEd eDRAPPRwEOEdA 00 ms Q Iii'• —NET—El. PUTE SEEPvxs FADRLORP�so� Z T1 ¢5- CTa i ruTESEEPvxs DFymR.sEEPIaVs � s Ielmlwts TOFwoR,wsr 4 0 i o � �. (el efi NAILSTOPUTE .-1 i� u U 0 o o 3 x,dm.EEEP,Axs 4a ALL4m1Dx est! o0 � - Pdmoonox wuL,sEE Paws s'A1p^” °cox 'E=' PASIEx W/tYe6T WJls s PfL7JER A 33-016 0.0°fl F COQ • sxl ° Enns D A t E• 6/ITRLTI3 O s AT EVERT SNo FG1W` xmED Nmm HmEo °ITNENaEONExP •��I IlII� SCALE. AS NOTED NalCTNE— TE —THE u O VMi„OFTnErooLEEtH°I`ADOFT"ESE L Z.l]SDYCaSR3-014 0 wsruLEDAS PERRAxu'F ��"PnEss°R—PAtED d°Vu�PwTE a ALTERNATE ANCHOR BOLT DETAIL =�ERMRE 11 TYPICAL SLAB WALL TYPICAL WALL SECTION TYPICAL WALL SECTION TYPICAL SILL CONNECTIONS AT °"" nde—,—P—. CONNECTION AT CANTILEVER I"1-l—E) GARAGE WALL LOCATIONS TYPICAL SILL CONNECTIONS "mroE�E, TOMEET130MPH WNOLOMCRRERW l xor To T130 TO MEET 130 MPH WIND LOAD CRITERIA (nmrosrxE) --�— lno[To suuE,-_.------.�...r_ 31�T0 MEET 130 MPH WINO LOAD CRITERIA �] _ 7 *TDMEET130MPH WINDLDADCRITERIA �.- TO MEET 13D MPH WIND LOAD CRITERIA J � 5 'ALL(DETAILS MAY NOT APPLY- PLANS WILL REFERENCE APPLICABLE DETAILS UPOATED91/2020 OCT 2 6 2, I- _ � f � } REv1910N& Q IS—.FOR FEW11h ¢6!'.0113 3 NOTE: } REFER TO'SIMPSON. uWxilxuaus lATEWYB Z MANUFACTURER'S RACE®aa O.c. Q SPECIFICATIONS FOR , aTRnP KIN.srvos i°TCPPU siRAP NNc s,vvs T. aA ALTERNATIVEAPPUCATIONS Y Z ,00 EP` EncuntUss HFAOER nEmw F WO O Bao , ipusswcDlwc 101 �eDNARSGa'oG D—RIPtION DATE CHEOKED B Y, o ,.„CEAE EXTERIOR N�PI>=I 'F-...G EXTERIOR F.sENASPERMwD.sPE� pR 0 .ory m p W N B PLAMENT OF LAG SCREWS AND BOLTS IN LEDGERS NO FURRP.c uI3mE.sEE PIAns VIEW VIEW LP.1 Bn 1 rR:Y NOTE: EPuns THIS DETAIL ISAPPLICABLE Foa s10E EPIANs s¢E WH ERE FLOOR JOISTS ARE sru°s Bjj LL PARALLEL TO DECK JOISTS Z Ess ocx xalEo sEE Plow REaaRwExts Q wrtn Flo is U� l"NG w' FiuMlxcdxctE ~ run®roe. nc I21v�Fnc lUoxE DoEo es-ev srPav vAsr9x rrrltsymU Nests vAsrw wrUEFOa.t,z xaw Z F Q oR�`iFr Boo pr"I Ww Nu" cRPncrtT-wnlxc NOTE ALLMETAL HANGERS.CUPS.NAILS,BOLTS SCREWS,ETC.INDIRECT in st«wxc Z zxln CONTACT KITH PRESSURE TREATED LUMBER TO BE HOT DIPPED ,z aFAagcon wAu srws .,z ePauxc On rruEsrvvsATwxc lgxT J Q G/LLVANIZED MEMBERS APPROVED BY MANUFACTURER TO RESIST n"s PER xAnuF sPEcs Asrw As PER MAnuv vEc t 'siSAR O Mlx.tz EEARWcgl solos .. MIN tl BFANNG ox srUDs L CORROSION FROM PRESSURE TREATED LUMBER. .] • A«oRVAncewOniAetE RBvi.O.us(„ an 1gsT wx.Igs RE—R. m TYPICAL CEILING CONNECTION o wprE 9LLPAE __EOWawEN9 m a a TO GABLE ENDWALL sg,EE, o nowt.lgsrs iHa�N " . *TO MEET 130 MPH WIND LOAD CRITERIA Fou"wnon Fou„ "° oanox o Zqa"; 21� TYPICAL GABLE e w '" TYPICAL STRAPPING DETAIL FOR i DECK LEDGER CONNECTION DETAIL m of RNu TYPICAL STRAPPING DETAIL FOR END WALL u ,NO rosq E, FIGURE R507.9.1.3(2) A r.°; OPENING THAT EXCEED 42"IN WIDTH OPENING UP TO 42"IN WIDTH ON BALLOON FRAMING 23 ON ALL EXTERIOR FRAMED OPENINGS ALL EXTERIOR FRAMED OPENINGS *1nv ro9aE, Q TO MEET 130 MPH NAND LOAD CRRERA ToMEET1E, 17 *1 TO MEET 130MPHWNDLOADCRRERV 16 15 *TO MEET 130 MPH WINO LOAD CRITERIA p 4� RAP c=Ecxw 4 DF EEAx w NOTE:ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.IN w DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED z ----- GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO Q n r ABPERPA _� TYP "SIMPSON"H7Z HURRICANE TIE 9ExME wAnq B RESIST CORROSION FROM PRESSURE TREATED LUMBER. N �_ I RamL«K D.Roo. mn Lu o @�� M0.11OnEFAOnA°�" FLITCH PLATE BOLTING PATTERNS �B�m PasExERsr°aurERvraU. TO MEET 130 MPH WIND LOAD CRITERIA umFAEwm9TO�MOB xoiG9gAE, 20 xoro9wE, 18 Qo Q 0 TYPICAL WATERPROOF Y 1 w `M`"A"e`oc'Hq eD cx M°D z 111 g DECK DETAIL OZz m IB,Ba FAsiwEasiomisr w � *lxvrtoscuEl ! o o neo - +Brrnraa ER°LT gmER N z O w TO MEET 130 MPH WND LOADCRITERIA •• �Bh nuoneav - 22 aE n,N r B Ea wA E o S EET°BE r0"M �EPNrD o m U g TYPICAL RAFTER TO m,O D MPm� wE p W o k o PLATE CONNECTION ,.�oPNwoDD �N� JS WHEN RAFTER AND RAO�REODON wEw N ER�RERAr E wOEwEM «RNwERAO E PANwEw i STUD SPACING DIFFER nOR6a TYPICALRTOMRxDFAOMRE PORCH STEEL COLUMN DETAILS A• oo ;^ „„T, ALTERNATE DETAIL 0.8 81 H TOPPtArE ' d *TOMEET 130 MPH WIND LQ40 CRITERIA 19 '1IE TO MEET 130 MPH NAND LOAD CRITERIA 12 11e ' `7 INOTTo srw1E1 �m w SEE PUn9 1V 51MP90rr lrtz xu�IgwEnE OR m J mc,.1 Z qy sEGn°n-,• sEEirwuLSEcn°x fAp aiGc` 17 ZsMPsgr LTP3c°nxEcrcRs ss s°rr«°Ponrays B,J PUT"TE.S°Ic,aB Nuts�'wrOOF *';,' :I O ..� I%m MnN�DEuE sDwOFIR BEE 9EE POR sE°NON, O� r T MINTHr9nFA nwD OONNEODON w ' `=o =s a ROMB TOTOPRa E _ �r MAxDFrPEOE E cm_ «O OB qP E—�a a a�P s BRq �nOUOwS MMNBA:E Eg M)SPo �ro •sPEaMANU.sPEOs o� m g EMP NE;T`p'.s�rl�rO wPxrrovS.—No°F simt«EVNN 14.0—IE__VPA—' E—xq+ O E Ga N N RIDGE E s E s qv c°w"xsass�gRm O i o u II II As sPEgFlm Ass .F. EaroMAxuF R--.--.—REBEEFuwsFOR szEPO 0, s°NmuRE 9EEcw �. yB FDR Nq E x q. °E"a s siFF, E sMPsD r E�sEE D,sMPsrn ma C'...�°°Nash �Aq o 0 • J ii I FORS —N. IMMAR tr O.Gl(anEs�No c xEcivas vgsT SPACW " w =E)is aG)IgBEEag1° (0.Mwa I.o.G 1(anEERcn° T. I 1,-s pso„-�T °E)(B,Bl FnsiExERSTO E)le)Ba FnsTEnERSTo .Ok 0e cA5twER5To F''FmJECi1 qR ElN)W FASTENERsro R0�(0)Ba FAsiENERSTO ' D A T E r 3 a :;;F4:;:;;:z;;;":a xlN�oovslco~caEEwu a�9EB 0 of PIa ........ ... t'A'Pawoo°eEwIN° srE re ......... uPArnr-xARslg ,rr gwRwcEmET ,m gwauwE ear •vNPsox•ccoPDsr raps II :•:::::.:;:::tl ................ min l.,arga Iy ..........., nuPtrtRT NEFPo"E AncxoallIXT9 (y I£R COxxELTON - I�IPw«nnECRon AS PER MAnUF.sIT:cG E" 9CALEr d5 NOTED • O ............................................................... ..... vE 1R.—-- —L OOtUMx im Pas! L LR3DYG9/]3-0U F _ _ NI-SIMPSOrrPosilxsE lU'sl vsorr Pose llRSE .. ... wncREre Fouww coxcRETE FDunlunw F— �- 4 ..... .. ......... "w","•row ure P:f°IrE,°vre°"N t"Bm pan«D ....�:::,-:.-:•::..::'... ........ � T1q+ TOMEEra roMEEiA o s„�� TYP.ALTERNATE DETAIL TYP.ALTERNATE DETAIL '� "°q"" °CNA EP" CORNER H 7--�-E .... "'FT RS NA` CORNER l�T B¢Enn°°uumirns AT HOLLOW COLUMNS AT HOLLOW COLUMNS u "" u a a TYPICAL DETAIL @ GARAGE WALL TYP.HIP RIDGE& TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN Rw ID (N`0MoEEAIE) 1T.Im-E RLE, H RETURNS&BETWEEN GARAGE DOORS CORNER CONNECTIONS iETOMEET130MPHWINOLOADCRRERA IETOMEET130MPHYANOLOADCRITERV INSTALLATION INSTALLATION INSTALLATION *1TOMEET 130 MPH WINO COPD CRITERIA 14 *TO MEET 130 MPH WIND LOAD CRITERIA 13 11d 11c 4E TO MEET 130MPH HINDLOAD CRITERIA 11670 MEET 130 MPH WINO LOAD LRITERW 11aTO MEET 130MPH WINO LOAD CRITERIA 11 --'--__ -'- � - ACL,DETAIL$MAY NOT APPLY- PLANS WILL REFERENCE APPLICABLE DETAILS I � i r � } BRACED WALL DESIGN CRITERIA 3 TABLE RBTJ2.3(t)-mMinued BRACED WALL NOTES: 0 10.6A 1 EC FOR PERtIn 04I3DR3 TABLE BOLTS FASTENING SCHEDULE METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION } PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 1.A CORDA CE WITH R60? INDICATED ON RESIDENTIAL PLANSSHALL.NEW BE STAT CONSTRUCTED IN Z rtDa OESCfUPnONOF BU1tilK3 El.Emwrs MIMBERTWOttPE svACINGAtA Lt3CAnON ACCORDANCE WffH 8602700E THE 2020 RESIDENTWL CODE OF NEW YORK STATE WALL CONSTRUCTION a CFFASTEIERa.ge eKsurm+aAsammptw+4mwrFwRa OrvpaR>¢R rvxu IANMUM END EOG S7ANCfaAI+D RaWs 2THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE EO Fi. Z z16am,nl3'xala0a TOP EDGE twrtDM EGGS EM'9 R01YsvADNe 21 - mamdro3. rFApRrvnn BRACED WALLS PANELS ARE FULLaLEIGHT SECTIONS OF WALL BRACEDWALL PANELS SHALL BE �Ir mamas Bray KFwa M PhxO tsz) CONSTRUCTED AND PLACED ACCORDING TO BRACED WALL PLANS AND BRACING METHODS Z Leapm` 2.- Yd nrn 3mrnn• tde rode+• pp 2'danka ldmkb roam-Ibmb nd) 116tl nm l3 j^x4135Ta Nnrn menta mro nal SPECIFIED +ms DESGRIPNON DATE W Bma Jaigs` 2arnn 2mrnn• 1aBinCMa• btfiaammm P)•x B.t621 3•a nm Slaw 4.BRACED WALL PANELS SMALL NOT BEGIN MORE THAN ID'-0'FROM THE ENDS OF THE BRACED GwECKED B Fm R:1mrn•Xamm o-im (3;aat WALL UNE.THERE SHALL NOT BE MORE THAN 2P-0-BETWEEN TWO BRACED WALL PANE LS ON THE U atop wmmamlb mv0maaypa+ephanOw Ngalre m4wn+lm9 manmmnmlrvnNge evckatlpama®meow srlq freun ar am)mrtmpN p'x41281v EnO neaa'xs+las*'c/,nns7s+LsawnnFaoaenrnn LF. Rsm.s.t3D), baa0.f3t•nem.n SAME BRACED WALL LINE t - f_Rvwv.rv�wenowmeoF+rnern Q bMauaem5vrAn a3'x to pas addw,Ta"vom Yff DRAWN BY. Q cFm mpm°meamnlaasme�rmnuncmretm°mimm�ampm anevawam 5.ALL EXTERIOR 4 TM mnimvm eaaaaatramt+mam ro,.age+«.m«mEzmwmpwB.Nge WB.r+nal na in.rmmanmr"m Fre°n Rsm.4t3(ly pamm.m id•x4,a2ya „+_mawemn°dtrrom°"e"s5aomm`�mer;e3°rnc SEWALLSSHALL CONSTRUCTED IN ACCORDANCE TCONTNUOUS m SH STRUCTURAL WOOD PANEL METHOD UNLESS OTHERWISE NOTED.THE PLYWOOD HEATHING °x ya " eDnwm w> wreu Lh/Bas/PR SHALL BE STRUCTURAL GRADE AND NOT LESS THAN Ill IN THICKNESS. du13^xg 129'},v me mlmm Y � F wat.makmnmayeam,2gen ammr Yao.ut•mas 6.BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITHIN TABLE R602.3(1) Z loran Anq waq.rehe onmapp+�e wan OF THE 2029 RCNYS. 3 N a Q TABLE RW2.3(1) 3t0atm 6120.t9ZY yr Fammnmmm•namnrnspme - aRuiww F Ora Tn 7.BRACED WALL PANELS ARE NOTED BY THE FOLLOWING: L FASTENING SCHEDULE 3J-a4t3t•mm aCS-WSP=CONTINUOUS SHEATHED WOOD STRUCTURAL PANELM6i �a�9' r GEsw)vnwoF BUlDitc EtFMENT9 14ID1BERPNOttPE -NGON b.CS-PF-CONNNUOUSLY SHEATHED PORTAL PANEL Z af6elmp^xat3sT,a W DEM GF FASTEnER%a• 2e LoeBm mpwppm+relaaprr.mn 31�emmme^Prxp 1621a Ateempmanlmr.aromi 4GB=GYPSUMBOARD 1 at 31'wAt20T,wON1Arvma a )' aelm Rl'ao.lt37w BtlaBneardmynpalaa b,0a 13•x 0.tffipr22ammmpn Eam en4 tm naa 8.THE ENDS OF THE BRACED WALL LINES SNALL BE CONSTRUCTED USING ONE OF THE METHODS "11°w'1En` a F- t Naema Batman nyreldvsm mm�tp mp paw arommmarz at3tT,w Rvhat3t;ar ag.nt)nam SHOWN BELOW. Z 3m Tro nea 29 • a 11m lw P'x�4,2eT:a sPAgNG OF s FIGURE R5D27D.7 g 1rx DEM oFB�Q¢B�bEMB npNOFFE�ye.B,c Eapnn ImnnReate_ END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING atal+m R1•ann37a Garn.y wpp«dR° F z ceanalma+m mppmm gad amwmnahxat310w Pm)ast lm ml Bnaw+) OVER CONCRETE MASONRY BLOCK FOUNDATION aD o I sax 0.f3imml�n ns0 m••'wii.gs^°.e°'.`""+ `'°`stiv°^'am°°'a e"^m w FROM ELEVATION SECTIO Z a 3-3• 6ammmn a'Ott3•)mrolwliaa.myl �mrnvawv rcoamamuTPaxlanB Ceynpidasn ma ml reRm,mp am atOtl mx(3•a0.12BT,u 0a ronvnon a3'ml 1, al'mq �B 121 ,um"me1nRvaw+",ma` w�"I°ie�ro p p Q nnmalam SecoansR802a2d TadeR0025.31 116ammmmL3 h,o.16ryw Fmn naa -)` SRs (2W .130.8(maD 3wI:C„7" LL _ h 3 m b3x 0.73f•nafi R mnawosr« H aye la'ae ammwropamlrmM LnwNm+y :311Iz-t' maax�B.,1r)na,i'13r)am RSRs4, 2 �""aa<ma U s 0 d IwSa mm R0052bTa eR002S3 etle RBv az Feroni ranlaeT n.ymeaaha W ta'-t�" 0.1310 dwmmana0 12 F me.e..m•,pa I cmwmmmlm,,dro n.aml�xzB w.nepe+npm xo.tT oia •� amxmw.ewaxm.amax,+anmamwxm m ( P' B7« Fan ma mrn nRer t}wNwR.eroam9 ne4$Meeean.m. aa'x4131'nam hs+ranmal cepdazcfi[emamanrreaqu+p 1/d'bm> 16pa.Nlj"m armmaPAaaprvaaswe pav¢ mnaeowamwiuuxe 1O1as gmnwmaemaacrmempam snnmmB +tBaN.np°° Bna4 OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION a mmatmnmdae iimmR�rjr:oiaa7m 2men.mmpmm.ma,memi n„rrlmaawde,6s.wa•n,an�.; 3 6 B+Dcoxwna+�nr Lnowxmon2� mRaaavar..,+cnnw000aaRorwo.aa..,moaRm,o�an Q m,3Txp.1NT.w eamatwrn+mtmm rprpum+Mmninp mk'enam mm�a naa.aedenMruze¢ 7 1 W f.naaa j lmal�awm+.Tnawws Immm,m=<Ya�mpa la�eaamays�wnp a, OBmPra 357w g0 1apa 9aranka4 rm mm min W nananPh+4u Tro ma herpaamnnmm� Ih ¢�tam aB rrpawas 7 i r r n N Bmml3'+a.12B'La eLw nse.mw•ewa=�•••m womnm � T Rmlmlenmmaeva Npmnwa 1r Ma aTa Q131'mas i^antllaw �m Rx10.Ot Al^eNar•� 6 2 If(L.TIIL�J W WmnhmnSMpa mom 11Bd BmPhz O.,]57.w �'-1' ea eammutlR x0.1zm1 mar v fi 12 III .%,� / ,` 2-lEtl mmcn(3 i'x41821:m End nai ILILJI U BoaDra0.mtz6T.n 1'- t� toarommnar 0.407 mqw n°mamxvwwmsunwaew.Aw.mmwmmm+ I 3•xafrm medmrm Zvi ma a 12 :ommewannNaawa _�+^`� wxaawaa lu OVER RAISED WOOD FLOOR-OVERLAP OPTION W F «mnaaahznl6Tj 24^ec mro nea TABLE B0 SW roadd(Trotm pnmewaapnNs) 3�zeE4mmf 3(f1i••na.aaaa, 0a%hnma as:tmm=25ammtroa=]Onemm.t nwepanmR=BOD.a2a3T(mi)s-mnNnu INGHEDULuPORTEodtrzBJO m+Asanrcsu vA euans IiEOumEwENrs m•eu maaiewwimaumFoRvOuNwT«EoLEmVAmTaIOonN sml 3ECONtc2C,e, FASTENij n3n416- (3t-351:. z53:m aNaibw+mmmammn,cummfamm wow mro 1=3mu Fpr aLl nrn=Xamm,t tlmt•300.0ma 1�L7 9Y Z aemmrtud ma eBuynp smmaemnasBnBmOmmm P t2'ac.hro nal neon dNRamne+nw+lmv4 Naib os•eim hemnpmd+magmpamn•mms mJ , Reean poet 2a•iw daeM rvaOinn NngaOxM m lure mw avmye mnan9 ylea menpW mnlw%n BOlaltwawkgamnerN0.192grn Rgerommmmy,9p Nlmsnank ^ modsgmmalnels OO (] B (m laced mB pnehl 18d vx+mm Phx 0.162'1 ,6•aR mronaa dmmmenhrem Own n,4 2a+N Bu rot prpmgm0.1T/mrnaM,00 kaMmank Cmmet»a01a2trM wM+% 9S lar lnwa Lnn sneaTaa wM t F p roles ea i6 peW save and Mm•mmammTll&mM m 4wnobr nom moa. smmael OBarbmrtl U 10 fiaa.,Dnmw a•m2°nw4nmq ,se roawan T3)^xglgn 1B•a%wm hro ma namwll.aproa.mamaawaeman.amroammlumRA«m.m+pa+ar.de drnnmwaamr. 111 Y} 1 hNarorl ¢Fpw{atgbmmmapag9lodpmeb+lw6bepp6easnmdb. OsmneaD 2d'(n heeetl mpimsawageewM ® atl ® z W> m W the Bm L3f A413S1 12'ac eaM otlpeha mY apeugq(aaenen mLmcmtlaa m+NadeL+nalmm+m on Tetl°Rs023a} mpdahucWelpnM S Sea Bmaha Ql,3T.pr I.Farmmahu¢unlpnal mmenm4wq eaarnmropatle enerv=IM1amnpanem uXemweam supaNmMin CBmolw of moletlgea me STM tramtl mll+wsNmNeewM yy =y Q Z j ra as Na0 m ae immam cenmrwgmeme ulb+mb eesmn masa ap.ea mngn 130 mp W me0 m+proda lnrnn ammmafilnrpmm 6• Z Q H OorunumsnwermslW aBa canmpnarz 0.7317w Toa ma an rwungeu sea rvma+pmn130+yAnweelmmamaamm ta0 mpb _ Lu W oa Bm P•A0.12BT pG mrtummp+naA maam%ASTM 01398 aMsmape insh+eanaammmv sxq GA 251 FyenroaN Neatlunpmal nmlamm Hdaawm 000 prs%p�maemeroga tlpe U7 XY Q 164 cvmmnDj'x Ot627 0•en Nro pas A9TMC20B RA+xs eew po regal rYaeamN• ..-vw� �r°w �-I �.-.°rr+i O mu� Q F TRpphhromp qam nSpnp otastenasm6°oranmwnp pn4 Wpn amm+m Dma etlpwsuRcalatl BYlrenmememmnantlseRwrm dvknp am alma roes Emx012Cb ar ,iwamronai mmJY.6pmpNmsdmnan ndmeagma Anel mpn appbnmpnaeapassupprtea BYlmm�9 memdermeM nmaea _ near dalaneNaNne N+mfamormeagmp proal edpa prpmemmrmgelamnB mertYan nwdMmpasam exwgnrew0mq �d�e _ atlurppwam+eimaroa%Fbprpamemr+ml BanupMmBYlrmmmO membna mOe NxM9, Fo+9L1 mm=Xa mmallml=30d puntl=4a5Nr O e-t6em [3hx4fa2).a LYme+e.nnnphamedro.n.R.rom pwmlroyapl«rtm.mmmnro mm mn.mmaa,lmrtm lm tro roman m.+vh Ngerena ® --- e.• em O WOr ] wade mp Fmla+pro tim�l3 ha Dt]sY.v Fece neem eam+aeNmOAvn r°p"n°uw6 mown me ceansna mtmdaemecmrea�rnm ws+¢uauk.m•me mange aRmme sroamgemnm mN mlw is i BI -7 t Bm33•aa,2e7m (�mum2a"apy6mlenPn earn T tb]•a0.11•nats dmtlpmD I.RSRSetas•RoolawgmBRnpananknalrmmnpge+pMammnAaTMF166T. ZTABLE R6P13(I)-mn6nued TABLE R702.3.5-INTERIOR WALL COVERING V7. FASTENING SCHEDULEMINIMUM THICKNESS AND APPLICATION OFGYPSUM BOARD AND GYPSUM PANEL PRODUCTS ® ;y' 000E6QOPnIXa OFB...ELEMENIS NUMBER_TYPE SPACINGANDLOCATION EF O FASTENER •,4c TPSIRA� GYPSUM B-ID SPA4NG OF FPSaFNER6(incma) LqCR92E t]FNNL9FORAPPDFAnON gLLD(OENDmntl a PROOUOF9 PA NEL PFOGI.Ca9 MEMBERBcRmra1'nTO FPAMING Omnm ae)11Pe do a11p Z Smem abmatam«amM Prz 135ar . nGane Poryen¢war 1 E m« •ZGang ENa memm 18 T 121 12 am.,rMativmata.,hang.12ED �.• v1gZ-icony EEnn dnmm 1B 7 iz6zla f3'zat2a7.n zcc Gane Porlanemia Z4 T •4Brpmne , LOCATION OF BRACED WALL PANELS +Newt 0 17 T.ppWmmpsaaravneMmte++amm+ 2-760 rommm hx0162ta F•enaa pxag ng OZ �W cean9 Bemaq ranB.9d Nee nal;o emmMm o'o LL - � n.dmdemam Papa 3d emwlaaem5asexsmapaw+pYMh U.V 3 1Baamxai•mu3Tw mww B 13pwthlpnnB'ma4nose• Fw5l.tma=25.amm FIGURE R602.10.6(1) M'W 00 b j IB te+enmeaa aua CHm 2-Btlaa'nmm 12{•z0.t31).w Face nau Was EMmavmm 2a 12 e+Mw,lhkn0.amwaroaw46e BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEINNG FRAMING REOUIREMENTSFDR WOOD STRUCTURAL PANEL WALL SHEATHING USED 2-tlM Cm D'xat247,a ¢ TO RESIST WIND PRESSURE TABLE RB02.3(3) mdn,h weer my ala9zmmn.n,raag3' W � Wa0 Emm¢na6m 10 n°°¢aBrpmm BmN mi 40915• MINMUM WMMON WYL MINIMNN WI%1D MIMMUM MWMUM PANEL Hell. ULTIMATE OE9GNSMNOSPEED(mp) F'ROJELTA 33-014 Bmah,ntn7w ° ° n,1'ana It ma¢ sPADNo F IB tYSmwgmemwm mam9 baa"'^^ro^Iahx0.,311,a Fero asap " +` a wau eua pEl�}pATION(In) PATO Nt TMCWYESS M¢ SPACN.I.n) EDGES FIELD YAnm E%PO6UtE G1TEWRY 2-tw CmTJ•z 138T;n B C LL 2aedea l'aom.iep%.l rbrry Wynp Pemm4ahrt6m X18 16 Sartue arh Bl3'an BBW ma DATEr 6A/J013 _ 1a.c. u awe 200 3.0 16 OG t2 ta0 1tS 6c4LE+ A9 NOTED 100 mss ash, t]7.w yB weB Enna GleNan to to za cepvl" P°mom 2016 ins e e 12 1Ta 13s > Z 100 12f x4tn],kv ryy"a EMw¢nmm 16 16 to Ba t.Ts 24 6 12 100 Q Strom Bm(J'x 0.aeT, Sam esaepn lmhmah eYpaum i�nwaw�FGma w °r L 2:R3DOGSa3-01d 1lS andYnem awemnpm wrn ma0np nl womn ifi a.f hasp Fece nod to ar4B Ce&n9 Po+pmdamr 2a prpum pnalpoe+rn. •'z"a•s' Q wa.r was rxe• 1e wannawm.e ALLOWABLE LOADS AND DEFLECTIONS FOR STRUCTURAL MEMBERS sed mxa rx4lza'Jn N11 EMm4nmm 21 24 wFecB+eln a1Bdamn�aaz13�e31ka rwp c.yna PoRun¢cam 1e ane drmmmanamnmrhwpam mwan.w..w .•>e+nrve..pr«L a„®naaa.xm STRUCTURAL MEMBERS LIVE LOADS DEAD LOADS ALLOWABLE DEFLECTION 1Wdn 1-amn,t6pa.,l rknp YB hien Wa0 EMm¢nmm 2a 2d ®ql msiW+MamP ea Ra¢i¢s. ExiEPlIXt aaLWNE9 n II360 DEM9 d0 DW a v Fa 9:,roma Xdmm 3a ea•A+n nau•uns awcan nauRwva, nao�arsaw ATNCW1a STORAGE 10 10 11240 amlmRha0.113'l.a aFar•yd�mBm mnMamnlm,epiranamapaanm lase Want arnn yea nnwegm2 imrnn eprtanalb prtnideam A OWI ULIM EO ORALE 0 IfMO 10 1aa xahxe.131T:m Tw naa nea rmmmyRroe l2 grnn mroMm. FlRSi BOOR do 1.21 Ifi ro sl mD pate maedv S10d bw P'aael,a 49vem sne0°mbheao+aana rvM Smpm T�34 Swesm imam¢un90YFwm maravprcwmpna PveBW m+Wmnlimuhim umaoa SEO:NAFLOCR 30 10 11lW H 1 20.131-w pna++nm pmaM•q•ema ammml pnallecdppaln+0an a}ne1 - a.wneamwanmmwmlwdm l++sea..u.amlmaemmm�.,+aaeln,rvaaapaaw�+wml,Im mm.nanm mtlaa was 1 RGOF RA=iEns-GRourm sdGA'Lnem zgpl vean Bm R{'a 0.tbi3T e.ma nau uwnlanpmgen tln 4Daum deMvprpmmpnelpmu¢gexnen mO Nap nave rmptl ananla Wnev tlu aaurmmesmw Baro m Mmasr rwa mmspnuseaa 2x Rmiaa.mwlmt«aadmpmmmlm nanm o7'xB.n1•Lw naa.myna g'am'e mmwmmmmm.nam.geroman,ln..anem.dmaMammsa.t93pae.tinmw ane S-nm nnerora .%'.a Z wrolnrol.DWaeem+elm) em D'+:zeT,m - roam.ma 3md+9Ylm+m mmtlaarpam pea wmaa ww0a 13psaol ie.basa"a.)}+"a nwala 4hrn prpwmmmem9Ypam pool 2020 RESIDENTIAL CODE OF NEW YORK STATE NOTE: Tz a131'nem f - ¢Tav°r�ewagntnaimMl6G +M : R3D1213OESIGN DaDEAIA m+R I'a 0119T,a MMeWba +^d"PIYNpomnmNorprpwm pmt�sNl mlbusetlmNe wairycNae•mh rLe+ mquntl OGN6,NUONd1IN REGION6 WF¢ftE THE 909GLNND 6PEEDS FROM FlGUiE R301]p)9EWAL on EnCEED1fO MILE6 PERHWR(1R.1 NMn)IV.VE BEEN a lea ) ti i-� 1 pda4 mmannml mreau+eamaaryprt msW+Ome •myna On..eppOmymsb ncebe•mlerbasm pESIGNEDINA[LORDaliCEWITH 2] tkr+uemawavmmrnpa trza131),ar ) i.Fem naa nyap+releryeNmNMs°pn9eppm4geplW+mmaramgiswmpiWpv¢+4MYbepbMpryeneaWmlremin&Wnan Fos 51,hM•Xanms AMEMDWFORE6TANOpP➢ERABSOUNNON(AF3PA)YACDFR0.NEWI15fRUGT1ONMAMYaFOROnE-NATYaOFPbfILYDJSELLWGSMTCM) D4 19 3 ten Ba(Tx.2BT,w 'ar =epdYBree mdr2asae mmw+iMem4 qe mnmemgypwm BwN klmnn Wpb Hveasatlhwn Adan lvldcntm l6mrnan en0ar FION WHEN PARALLEL ONPTER3be OFTHE 2020 RE610ENil4CO0Et]F NEW YORK 6aATE MIDTHEA6LE'MIN LESIGN LOGO FOR BNLOING90.ND 8rRUCNRES.RENSION 2mW+t•wma a.t hlmB '" --- �=- In+ma venom lmcnmTimnlw2aanman mnm'uemhpn}mrnv rawaaNprpmnrodme paeMslulmaFM BRACED W/LLL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING of ANsgAscE T-m. WrniFD lvfl:A,fi - V is E 2 6 - THINK SAFETY,READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Pm,anea-LDe14,33a3X7 �e�:••mnare. ehnnr i vt tzmrcemvr *1 ma0erec+ euwaveP'�"L'mu"G"X� TYRALLOWABLE HOLES-TJI°Joists BbaU^e panel: +mnnmm�v+#dm momoncaMn ed ta.l3rx]X•1 vlrmMantn lmrenaTJ•p# Xe lwe MetingUFTY Run s,rmar elnp 1X•Tu 'TYRqmme1-TUMe �LSL erTmpm 8dRpI'12Xj M'•°m'^a ayma+ eamd,aMw+ n•lad aeto.,m•ivs7.,rMK.ner 3°: a Em.tPeeme91• ad 2aD a ee x37drmvnmr tad(a131'a9') fln91x3) TJNrmIaM wa wLw $(' 1 �mLfnroninnroeucrLnTAaludnvvat,m/nlmum nal-tnefa.l3f•a]') dnni°mm m^M TJI Ju#mnmmW wN vnetm(a.i2B'xr) aM B2W0ILLY m nT nnrmmTXpma em rm edam. eb n nm maMremw Table A-End Support m o qqdgR ±la]ance hom ea eof ode tv mametaa or neared end au ort m O Mwr�m.mna o© A3.4h B3 B wln.—vw Boma Bt Bd Be no.NUHOLE.- SQUAREORRELTANGULARHOUses •Fa eeemmm Mammnspnamewzsn Rm Bmm pemnend lnNSaemm A31 AJ A3J •Fw eeaemNmmmmnapnmemma+w Run Boaee A3.dO Naatlwuen A�mwlmr,rovemMarane TI'lr i -' qT Neymnewarinamlatm,Gumeb Fbvene ldalFrvmmo-TJ9aa1. W W W —6.nd ma.maenm Wayvaewwlnxlslleem Gmda 1K'TYRimBmdm lX•nnmvr9mne• Bbcsm9 TJWpI#woo erM2ramlmo.Mra ) IN, bFbvum RmdFiemno-T}9oa1. LSL Nad w,N too(a.t3ra31 nam,maeeM nem env r, c n tapvnemmmllm a.Nalro liotluna P^N qa"d •t6a(0.135x31$7 na°suM 3v,-TAv S.a'YmN TA+IP'm nusJmumaomfm mr50-an � aeMmsvW mtbfiom conal jwdflan9eMMs M,py t Hmbn pn+lz,rd#mdar 114'TY Rm Boeee lY'Tmkil 'D'mnnNd raam#vr madmum Mm brit}{•. epcklhas'JThnm° umm°tlmnnnwpnebnX' eaM Ntatm 14131'x37 ne,h,gv AmMreudanumamm PM StR Y'nniwmnmam Ir deep tlum n9NnaM1.6•eamenr nN R1S'ene ttlt'T-0e p M°mr n rbn0. Pane mCan Range. wM me 9a ry.131'xxX') rmammarmaxumm mbim et E; br tl°c J,ry zw�an 9X- 1^'#z m DaMMllanma AtlaM nmlorremmtroprst nai a[aacn mmn F1 vppWam nw,rsEmeom 11X•-ISFema�mq"b"gmmimmlor °tl°s�*,d easpm#on•rMvn 12'bno- Meone 00I4131'x 2X7 W�aaMltloMmp unbamb mehem eeova uendEl IXSY tlapn8 gook 4l{'dwperDv nINMhnpa 1K•TYram Boom tY.• nai aeeM mmn pooh eanaen wM bae.epmm ME JLX MgM1Mwatnma g mmU m' aeeov°m Poona tFkn� Y.� )iwgMil.Nwa�om�Imim �.N^ mh. p�twal3rnw Fu°mpmFBanp6d °km X7 nemntr NER ATTACHMENTmummms,zm98arnds O uanslvrma0ari+/Ndxsro Ei E1 Na,l mN tm 14131'x 31 E2 E3 °odzmW EO Hot/vasa pith 3r/,'TJ/v/dd flengv Maths ,./ 2Y'�mz"rzm Table B-Intermediate or Cantilever Support nada con mavaM at 4geM (/\ Minimum aide..h°mM eOrna.Iv iodide face INneartst intermeeidv nr caMllevet su art ('SS6a 5600) ELI mbw. m ROUNDHOLEb� 80VARE ORRERANGUTARHOLE6� Snipe EATERIORDECKATTACHMEM ApplysabflevT TJI+Im#tloNanp rxm me mm r q- R' A'r ehamvvbell tloax+msweadyz)omtzpn Wee sm,env mm ve<s ce,Ba lrer Bock In �m� ° gvmq�vm4 FlasMn SVucswalmm�or LleaWnn a et sur(aeva bmeweu+�,�nnseebw. wniMtanmorvm1Ouppm Amce iA•JmmF Ha a 9m anM MammumY.'aw Ww.tt3n+ anxeN•I NINa a.Fe, p.r N.mad nM ml�w mwnm lTvnaent%Bonem p,m m " cocoon W B .,emlm vaMmnm nmwn.Pmvm.'q wnm nem wn<npmsatic an) Trnlm2x dem �f'7Z TJw Jm.i s.n..I�j°i sumo.sty �vn v T�mbwM My WT 'P a lin M 'x i•^ Tepe - nlw um)Rm tY.LTmbu,So-v,m ,C 23a 6360 AD K'x 2Xr"^ '(4113x2X7e eemmlWnvr 9 ] Fn BaNnrtl eM mmmner. �'"5 wnl....... AD rx45' n° mm oma rn.l"'�at n• tx-�rs �S<n°.'P°rlmaLPml a a cone amlenM tatmmenSYw ,az Wax IOP as n„cmrnbcen a Boob ,O pump D• xsn Done NnJm9 56� Y!� Aau N.I3SBx y$•) 6 13 Hl pad Mmrmlaat mpAenvPvpv O n �F im sae Ina zsoM o�In ugel O O •ramzm,vaarnhaerangava Nza•m'anggnmma PBI O yr n•UNenm s.N.l_ W When apammaan Melearovut ono oar W mPSt mP52Me�in mm nvv#sd W�yvM+•u tlm cdd•yv Rm e b Ancrn8 op8an 0 IL n4Wid R)Len cion pn mpeMrmv RedF r vmr. w.emnen n.nw nelma.nexin+ssm Jomt BEAM DETAILS FASTENING o1 FLOOR PANELS FILLER and BACKER BLOCK SIZES BEAMNGFOR DDOR nNaM i P6�N , JeM t u•ceur+za••n-c e,•�•••.werwnsa pp,lprgwa BEAM TO BEARINGAT 4]t4 Ja-Tf 1Ti' ntd �n],P yv.,ly-q•w°Imlmmmienapm°emannnva v4HOTm BEARING AT WALL io-p°• nW nW r n14 'virvd v UX•'� etUzuaesmemus,mmbmtet(nm DR WBtOOW HEADER CONNECTION CONCRETE WALL vneewp,amema tWTJ•Rmemmer m 2WpMe minitr.yX•1,ee la,d•vJJS7 Flv.rmvx X' ae Yi .F. •F a F i Trsm mmnd•LSL r mlanrarl tee latarat IOe+s HDm menM,e amvMp mh6ummv aw®m'9 mtimnpsa IswN'n•n)'wrvrs/meeapmuwnrNaene•pgmumz wmmrnmaz•r^meld•,wyedomm nmamrmmM n.sam r ,min,rs'.us3 r r ,rn v.e a,a r e c c'o° + a Tax a enwmm.,w=.u.eu.,mrrla.....,.mu.Imn I:.e•n anX' wt ,,,r.,pn,�,mmmw,.a,®„w.n#^,em,mnam„rw#ma Maeam.m,a.n.m,m.,..,,P=mlx.an.amea„m•n ,w�°G„ ,mP m, �Ima ��';arlm;�°m "�w°°m"° ALLOWABLE HOLES-Headers and Beams MraPprwmymP �",.nn.,.,eanmm�.W�m,mamnw.a^em a qa nnam am. rslTn�nwu«eP^nwnawa^•<mwanmm#neaa.Pmmnmae�:A.:::+ IwaWma aw�.a �(""eF,ry )r-z ismx x'nrnm 1.55E Timber5trarrda SLm�eaders and Beams n mmmn nM TnP mount (])Wntm(4tm'xtn'InNx+P•annwaPnwwmrormvfra8an•NvaMmy vxy •awimvwwM-mnw,••mm•vnz 'xmmc.a.nwwwz r IOm',e,nmvJmrmumnMperedmeeanv,vrnMW bnomvvvv�t X'Im odeaemnel ��.la^.�m(..,uiN �y,w Iwn•unwl"am•ml Ldum, von Prm,numnatm @grape.,.mr+a'xmn,mzvo.mev,rn°q"�"vmaawe rWOo®e.bevPe'ae"eva s.dv'mypigm#m es,v�m^:,1Y^.ww m..nm+wr+•a• Xa "� Oe.e�.anv°nannem.n...Insiawnwr¢mxxwonnwsmp.s.zmvn Ne,wn<mnrw,w.am�..'.aFm 14 Ll l2 L3 Sve cmrrent Weyerhaeusv � cob wmFivn�gimmie mx'rm, ----- -------- mN hom drM mnmdnm •Fm O O O INvebTe rvrhanlnH connvdwe O ^a��mi zmX'Intta"9r+x12'In'I+rmeenon P.waaema,mmsw TA•gnvrtnmranem•.+a n, II��,,yy,,--„,,,, ==,a��. n +wm,Orm�aelau+n trmmm. nepvv aen'a beRnmgq�•aN Multiple-Member Connections for Top-Loaded Beams n�npvn�a�.mMmanue Famn..mzmSame a+mremn,m Tqui fulst frabridging o does id-not require Oddgln9 ormld-span O General Nates mom H'°5 Ti w npn#Roto 0.4 Spmnn Lvmm� at ora neavee en Lan bl-king BEARING AT r 3v nan.m nfa+mnnm ne aemna mm�ve •+ . wwmN z 'mpmH 3A• aamN:gr n6 e.Nnr mmwn .nelw.m,n.�mm� Msmnman N+Nsitma ewmmp.nmwmam 2smm� 3X'm3X' 3a 2a' om wv Y pn wm LSL# a n P 2xmm `_jQ ury�-Il/////IC�yJ1y11{q/] Other Trus Joist®Headers and Beams (tC1yy/J'�AXxJ\�/ 12M11Be near 3X' 2a tS BBN dam OONOTe Ion O At mte.anpivsm on Norah t9 3X'S3X' Ben am.+ ® vv Evm rta�. Xa z �• �Lmema#m.p6aeannnanmat •Pn One amv am MdN.ONamhe,use hnIN mM� Ive•#na•!mn^•#u V,tlb nhmn mpwb l0anm• r 3e mnnvnm+M+#Wweed mama noratwrM ve,m O.M Mom nnMv 1z (.,oyl --- _-- N•Iw +n ub..• ,•nplti a..nn,m 1zo-t6e namm oAc xn � a w+nMamnr M,r.mn.. soon, z 2a• Ban tmae muDPb wwea mmm�auae er mme,ev.N.rm _ s Y.' One smv LB lam-d-mamdme rwusee svn,vp,oe TJlo amplm z zd• eaN mew ,mxmDmMaNdr tX•TY mm ea.ma, y{• z b”°"m BB on.zm O J:'Tamnsmna•LSL ce. ((31))wlmntnn cmomenem4mnlcow°Nam-qneY amaneh,mmm,f�2imlwtMlwNMmdzNyammNtvrmazmdmr•.n,a�.utnaarms er ThemNenrrs,nNe py eebM et H' Oxr d, COLUMN DETAILS u)AmGe neal ° t memsuuov LSL arm rm+zmv Nptes BEAM ON etlebnwaannme®m zm uNmm lv COLUMN CAP NAILING AT BEARING(FLOOR) mem 1- O TJID JPIdtP Beatlng Plde squad,BlecN tv TJP JoId ym,amp�mwmepL w •X•v Bmma 0.maA..Rne nal•nw4 �•Tbue + �m wnernm Use Bl or BZ at �M2b�p na�42i� O Bd Inlermealale b.-ng. WARNING a 1LC01��$'y a em" °o'vm6 with load bearing yr JPlds anundanI.—I nrarna 1—y Cn ee sN Danmcdlddmnaw. nags sten mebm - mo10 Wali p, pad 1X•tmmenn /fwn above Bncing brdutivs�rm EMminm •x�„w •s..mae ronlmane O _ COLUMN BABE 3K oda Al,v+n avrNB] msuppR L2 ' A>% tµm muman0 ma i e• d dWaMlappnw slZrmibremaed nom avmm�Cvmetlm,vamnlM Nme^nmmum Ht b8ovpanl,Wlmp,rMda• pMl � RMbTJWJmd DO NOT ndb mj— -NOT--Jdd, DONOTNmrWB g r tK•TJ.Rim Bmm. TJp6eo ampl+O Tn AEmemNPmhnwrmtl / RT-Yvea NdmelylRg flvL mdvide an wvhwNva o 7Y'nn�ev,]Mne•L9L ar mllnN tm(412rz37 emrpmd•apo nunsuppave � INJURYMAYRESULr. Idda SbG vdY vvr P2 JW 1ln amlvizt nam,one eaM SWm O. .�' '� Da MOran atm Lack rtlnW WARIIINO NOTEson vnrwunl u evn+vndla raapm nmdbnn.eM /'� " EXterlPr Deck m Onelm hom a37 nai TA+ladmnev +sfi0 ° a n �.. Axachment ImM,r(arNm INPr�p 8d b8 dr cV a b ELEVATED TJM xtn,2]d_d]sn ren .—a • mv�aN 9 YauV yr absdne, Mnm,OMnve MelvBosHn88uladmm: w MBTALIAnaTIPb ,.s0mme.nmp^siunema,eummlammmemePpmm�e TA vpmnwnamp#mrseela°v#{aopnb�uha COLUMN BASE IX' n mMa,m G^e tsd(n.t35'i]X7 na,l SuMmram�e+wvvd mpwv vempev,nnLa,put �r�6tba �nNf�eae ,erPUNr .+seatw#rge.0.nw Mnmlr•a msnvm+dewmFTmn�ehoe• m wM mow nal not mnweva m un ooh Iw aw m w(mMnm m�"gv'me�aM'%.e q,.waM.mti y, alnmmn,mamxwmr. IN am Bead Im A.mvmlN a S.Nh mecmn llx, eupmeend xmYen tenag.wnm°ed•1.er,mMmrnbMYNmvnaaPrsme am�muemn ln -z�eno. p� Lw.n nPY .sq�memPx+ma mpamv pnm nm maL.a F___ mmmWmmldrnaaNer(r m�mrmmwwmwa,m. PROJECT# BEAMATTAOHME et RING n nib+m lew,h 01 maB21 P.Wnp cot N+w+e hom a,wtwmanwan x.A41oWABLE m..m.r rT"101dm1.M . �dMnmM Mmaiaml m.e,em..MTe°pmemaeeaanmdmmem,°•pemamwtryen da TAvpht me#rmnen)hnmesummmv ememm 11S'mmmwds NWf9 wmndMm venae•M•rvR nBm e�^va^�^'•m9 mem�eompvaeemnxmgea 'TYRim OoW or lmaAn+n vebmn9 penin pp,auma,Nl FMvnmvwn wM �mvM t?MOvnau•�N x''_x'• � pl+t W.mmr mN dawn nn m,,,a con mwnad<zwmd con SERVICE#: -: >Y'limmrSnne•lSL mceMar ten vtl lv.11]•axX•InW MNmum Tm pmtenammampemm� •wnmlaw.n maemdmnanxwe Mmwnv�1 (,w rvnRNlxcl wvmdm.r cmmm vw,mmawaa agog Bun ma emrvmn tlmw en wemmw mmmnmNe mmacdemna L nntz�,mk _ -zvaoena,zpnpstiePRNe MdNm ,I„phlemn anus emnr Forman WomutlmmPm nm vrsn eomfma P3 v A '-_.-•. ,^-• .,d�!manemNVK '. r' jr mm mN msim con one Vt$a•dmnNmx3,ma M13o'lm�v•M qtpN.lmmn mmwphnmmae w•emmmea�wma p.mr Mm^anumTm•n1atmqx9mma'm1,FaGN.nUFeNblmme^mHM,�n:a Fmmumm-,' _ -_ lneAaman9 mev l••• ^�-_- . awanere.am � +�WWayeNl.eusn,NMmoOm2maPd nWaaam imm,smR Cne,T-0.TJ,Aemna inv Jnd.ry,vp#e,vdenmmveool SHEET vM RFmq AWeyehaeuemUoWOND5 of 19 This sheet is intended as a supplement to the Weyerhaeuser,Installation Guide for Floor and Roof Framing,TJ-9001,and the Deep Depth Trus Joist TJI Joist Installation Guide,TJ-9006,which should be referenced for additional information. 00-1 2 6 Glenn Goldsmith,President �' g, � + ta Town Hall Annex A.Nicholas Krupski,Vice President ` 54375 Route 25 Eric Sepenoski P.O.Box 1179 x Liz Gillooly "�" y�,� Southold,NY 11971 Elizabeth Peeples � " �► " Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 216 Completed in field by: -S Debbie Orlando on behalf of JOSEPH SBARRA requests a Wetland Permit to construct a proposed two-story dwelling with a 2,170sq.ft. first floor living space, 2,001 sq.ft. second floor living space, 277sq.ft. front covered porch, 104sq.ft. side covered patio, 488sq.ft. seaward first floor covered patio with terrace above, 54sq.ft. side covered entrance, and A.C. units; a proposed 624sq.ft. detached garage landward of dwelling; a 20'x40' in-ground pool with a 400sq.ft. patio surround, pool enclosure fencing, pool equipment area; and to install an I/A OWTS sanitary system. Located: 2590 Cox Neck Road, Mattituck. SCTM# 1000-113-8-6 Tyv of area to be impacted: / %/ Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: AChapt. 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.: " tw. �p A A �c t� x Present Were: /G. G Idsmith � N. Kry�ski 11_`1E. Sepenoski L. Gillooly Peeples r' f � �:� F i5 � it^ �14i - • � �+. I Y` y T 12 / 612023 14 11 r"? Iia.. • � �..t►� •�` •� �.. .. �R � � ' �� 3• 1► i 1 fR jaw •� •A:-pr it i a® t' ` '� �' t ,'`�;r .1A �• yrs z, NOJ. r F a I - — - ,• - .�.��`4!'�. J �� %Ise' e � � 121 612023 14 ' 12 f ��vo�,��y` ��yq }� �[.,�p .. .. .i ..r ' �¢�,wy ;B®/gyp �y ��lqq�yq �eq�■p NEW YORK STATE DEPARTMENT OC E 4 tl IR0N IME WTAL CONSERVATION Divialon tit Enviranrtterrtol 1c1'111h,Rcml Ir 1 SUNY cir,Stony Brook,50 Circle Rond,Stony Brpok,NY 11790 P:(631)444-03651 F!(631)444-0360 LETTER OF NO JURISDICTION: TIDAL WETLANDS ACT & NOTIFICATION OF ENDANGERED SPECIES ACT JURISDICTION September 11, 2023 Joseph Sbarra 3200 Cox Neck Rd Mattituck, NY 11952 Re: Application # 1-4738-00161/00003 Sbarra Property—2590 Cox Neck Rd, Mattituck, NY SCTM # 1000 — 113 — 8 — 6 Dear Joseph Sbarra, Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property landward of the topographic crest of a bluff in excess of 10 feet in elevation as shown on the survey prepared by Steven F. Barylski, dated October 19, 2019, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no Tidal Wetlands permit is required to conduct regulated activities landward of the 30-foot elevation contour (topographic crest). In addition, DEC has determined that the demolition of the slab and portion of the existing residence within Tidal Wetlands Act jurisdiction is greater than 75 feet from the tidal wetlands boundary and is listed in the Tidal Wetlands Land Use Regulations (6 NYCRR Part 661.5) as an activity that is not regulated. Therefore, no permit is required under the Tidal Wetlands Act. Be advised, any additional work or modification to the project as described, may require DEC authorization. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result frorn your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. r J— ri1,'W w M voparicno>It 4t __� u{��f�uiiv L?f1VIrUt116tpl1tQl Commotion 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 three miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the "take" of this endangered/threatened species or its 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. In order to avoid the Endangered Species "take" situation, we recommend that all tree cutting activities at the project site be conducted only between the dates of December 'I and February 28 of each calendar year. 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. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura Star Deputy Permit Administrator cc: Debbie Orlando DEC Bureau of Marine Habitat Protection DEC Bureau of Wildlife File N4447 b, ,�1 , 1�� 1` 9EEcNo,G,x Oatr9i R.>w w{ wcH LINE a e 16x601 : ,aipM1 • �'1° �:1 3 MJ.iCN LM6✓y,oy.F�1. 91-M.9! � GOR PC O. � -"� . ,• Y `� 1} 'aM FOO POL MO �. tSOEs syr O °EE 66C.Na Ft-13 121140 � FOR Ikt y Ox-06Oi SEE GEC O � � vx��t 1°1' !c� i] 4t •3 �" F t xN I y e :" 3` �M1 Y OR PCL NO mrot 1o1a1-aas .an.,# .a M1. 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'.a y.oA ils • �1 'P,b *r. ,rt �~ /'� ; � ar `..... �.. �P_' ., aM1 ., eN � e r i i ra iH �'4 S •g. 's4'`'J t.. k'. y R aer ,e al 1 6, l.• i e r vol n 3 '0. + tiµl a 1 T i^aM1V....' •s'6.p ` }�� muavCf uv.wr ^ •�r A a .M1 4 xRYc) ner .$3 F0.t9�R.�' � >'/Jb` • 1s 'F, ' v a 2, x941 ° y 6 jPFy3\ s`v•1 1• F 4. 1� ' ,it°ov^�. a t9.ti Y xu „' . ••i` } ` ..tl M1eo .•,4 a� �,•,•`� zol s � v��RvpO �.i� �,° � .••3 O sEE eEc�.j c � � Cke ♦1 k 1 .. �a OF�6U.f.FOLK ra'OH WE W. Il tot $•,,...A^'` µlpplE RD - L COUNTY OF SUFFOLK F1or K .,M E •a.�4,�•,•�.N�•. _ .y._� —�— n, icl . � froa sr=clia+ro l'rupeFly I°z;ienlca AKeney E 1 M 113 � xvuwr, uyy N wta J�__ .r„v_ '^' rr.. r I�'n v..vrnn,avw.Ix.LL.\ •na sawn'iri3YY a ROB1F tl51Ri R. u .ay,:n y..,°w�._ —n_ ra. ___— ..w.r,..� 1111 Yo"�• ,,. ry°tour wmRzttwevrwanE v OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Bog 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 11, 2023 Re: LWRP Coastal Consistency Review for JOSEPH SBARRA SCTM# 1000-113-8-6 Debbie Orlando on behalf of JOSEPH SBARRA requests a Wetland Permit to construct a proposed two-story dwelling with a 2,170sq.ft, first floor living space, 2,001sq.ft, second floor living space, 277sq.ft. front covered porch, 104sq.ft. side covered patio, 488sq.ft. seaward first floor covered patio with terrace above, 64sq.ft, side covered entrance, and A.C. units; d proposed 624sq.ft, detached garage landward of dwelling; a 20"x40' in-ground pool with a 400sq.ft. patio surround, pool enclosure fencing, pool equipment area; and to install an l/A OWTS sanitary system. Located: 2,690 Cox Deck Road, Mattituck, SCTM# 1000-113-8-6 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. It is recommended a vegetated buffer landward of the wetland be required. 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 John G.Stein,Chairperson 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., December 6, 2023, the following recommendation was made: Moved by Carol Brown, seconded by Shannon Wright, it was RESOLVED to SUPPORT the application of JOSEPH SBARRA to construct a two-story dwelling, detached garage 624 sf., first floor living space 2,170 sf., front covered porch, side covered patio, rear covered patio, side covered entrance, rear terrace and 20'X 40' swimming pool. Located: 2590 Cox Neck Rd., Mattituck. SCTM#113-8-6 Inspected by: Carol Brown, Caroline Burghardt, Maggie Merrill The CAC Supports the application with the recommendation of a 20' buffer planted with native vegetation and the planting of additional trees to stabilize the slope. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President ®F S®U� Town Hall Annex A. Nicholas Krupski,Vice President ,`®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly ear �lephone(631) 765-1892 Elizabeth Peeples ®� ® �® L�aK�6 71-6,fj p 'yCOU{�, ® u UU OCT 2 6 2023 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Southold Tow This Section For Office Use Only oard of Trustees Coastal Erosion Permit Application X Wetland Permit Application Administrative Permit Amendment/Transfer/Extension Received Application: Received Fee: $ 1 ZSV- ►�Completed Application: 0•X7.23 Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): X LWRP Consistency Assessment Form Sent: 141 a-' K CAC Referral Sent: ll d-6 .a3 Y Date of Inspection: 12-&•23 Receipt of CAC Report: Technical Review: —/—Public Hearing Held: 12. 13.23 Resolution: Owner(s) Legal Name of Property (as shown on Deed): —j 03P 10k S Q Y--0'--- Mailing Address: 3a0 coK �C `I 1 �� Phone Number: L2 Suffolk County Tax Map Number: 1000 - Property Location: CqE—Lq Q COX- ry�CI-l� - C C N- 7 I (If necessary, provide LILCO Pole #, distance to cross streets, and location) AGENT (If applicable): ! /-ej (2r)3 0 Mailing Address: UUO��er-1-n 1 `1 ~� I I Lo Phone Number: l(/ Y ` 7 9 (00 Email: � � ' r 1 (?(—ID r f r-)Gt, ` cc--(�-Y;4- C C)�^ �11 ij a3 411 Board of Trustees Applici= --'on GENERAL DATA Land Area (in square feet): �n ! f �4 o f r Area Zoning: Resi dQr-)+�Cl I Previous use of property: 'I e iAenA� a 1 x'10 Intended use of property: 2.e Sl Aer-) 1 0l l i \o M� 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 advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes VNo If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? N,,-' Yes No Does the structure (s) on property have a valid Certificate of Occupancy? v Yes No Prior permits/approvals for site improvements: Agency Date A- No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? V No Yes If yes, provide explanation: Project Description (use attachments if necessary): O-ew �'C�►r1 S"1 r �-I�l J Hor I'VKIff my iv;n -f+ sij-e c bu oc4 f-A� g 0 sy r sf,�-e Pcovaej -en4-t-civV'e 61i s' Board of Trustees Applici_ __'on WETLAND/TRUSTEE LANDS APPLICATION DATA ylPurpose of the proposed operations: �-P�,J �'0 tl 3�UC1�(:>�:) o �� r�1 (AR ab, aI (� Area of wetlands on lot: ()C)b square feet Percent coverage of lot: �s Closest distance between nearest existing structure and upland edge of wetlands: l �' feet Closest distance between nearest proposed structure and upland edge of wetlands: Irl feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? �J� cubic yards How much material will be filled?C) cubic yards Depth of which material will be removed or deposited:10f+�,;/Vfeet Proposed slope throughout the area of operations: r Ct Manner in which material will be removed or deposited: r-eryl CC/--eC Q6rl Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing 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 ��'D CA Name of Action or Project: Project Location(describe,and attach a location map): a I. r'�o�h Brief Description of Proposed Action: �a fiche a �i a le r l;V, I Ce ( _ l+`�� '► �j c,C� s �` AVO'-� v� �� COVK 0 '91)y� Name of Applicant or Sponsor: 1 Telephone: r. V "�-2 \e. 0 r`� Y)C D E-Mail: Address:VQ �O City/PO: State: Zip Code: t ` ylo 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 FI 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 governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: ❑ la.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial n<esidential(suburban) El Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO 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 NO YES landscape? ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes, identify: ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO S b.Are public transportation service(s)available at or near the site of the proposed action? ME c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? Rr ❑ 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: 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 e� oe If No,describe method for providing wastewater treatment: ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO ES 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: 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 ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ff [:]- 16. 16.Is the project site located in the 100 year flood plain? NO iYES 17.Will the proposed action create storm water discharge,either from point or noZO urces? NO ES If Yes, ❑ a.Will storm water discharges flow to adjacent properties? ❑YES b.Will storm water discharges be directed to established conveyance systems(ru ff and storm drains)? If Yes,briefly describe: NO . FDYES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: lo 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: F I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE ��-I— `� l Applicant/sponsor name: Jul `/ v-`� 1. Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning 1:1regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? El 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area(CEA)? Al 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? P?r A 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees ` Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Applic ,.on AFFIDAVIT J Q-:V S rroz .. 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. ro erty Owner Signature of Property Owner Signat" SWORN TO BEFORE ME THIS J DAY OF (� l0� �`' , 20 Notary Public KRYSTAL M. ERCOLANO NOTARY PUBLIC-STATE OF NEW YORK No.01ER6435021 Qualified in Queens County My Commission Expires 06-21-2026 Board of Trustees Applic on AUTHORIZATION (Where the applicant is not the owner) I/We, DS��J�, S�Da.rr s- owners of the property identified as SCTM# 1000- l�" `©l in the town of 1 New York, hereby authorizes `-c 0 1-1 � 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. pert is Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF 020 Notary Public i KRYSTAL M. ERCOLANO NOTARY PUBLIC-STATE OF NEW YORK No.01ER6436021 Qualified in Queens County My Commission Expires 06-21-2026 r 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of townofficers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessM to avoid same. � -1 g� YOUR NAME: V�CInj C� i Ly'�\06_Q_ 1� (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate theother 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 sh s. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Nameof person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/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,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); 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 ay of VJ 20-0 Signature P int Name t C� Form TS 1 ` / Board of Trustees Applica n PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: /jjL II3 - S- s 1) 3 ;65- 1)3- j / -3 Ira-al3 - 7-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 MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 120 Notary Public Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME:r-- ADDRESS: c,c n-ec Y—v-1cg41� -uc �c �Jy L STATE OF NEW YORK COUNTY OF SUFFOLK residing at ox U✓��'-e �1 �� 1 lU , being duly sworn, deposes and says that on the ay of u V-�^'1�� , 20,33. 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 7-1 , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of D , 20 2-3 DIANE DISA fiv�wAgrNOTARY PU©LIC-LIC-STATE OF OF NEW YORK No OIN475593 Notary Public Qualified In Suffolk County '/ My Commission Expires April 30, 2a ostal Postal CERTIFIED i o RECEIPT CERTIFIED MAILO RECEIPT m .. • ru Domestic Mail Only m m Ma Mae m �... f.A Certified Mail Fee m Certified Mail Fee 4.�1 ''!" ��t 19 1 j R 1 $ $4.35 s� � i 1 t/$ U• Ir r 0 • r er FJctra Services&Fees(check box,add fee yAtd�Jltate)'. � Extra Services&Fees(check box,add lee as, Po e) r� I!_llfl✓ ❑RetumRecei t ' rLi ❑Return Receipt(hardcopy) $ ! t �, P(hardoopy) $ �i!!_1!►i (�rHere U ��Ggpftyunl� iQ ❑Retum Receiptolectronic) $ rP,0 ask LA" Q ❑Return Receipt(electronic) $. $i � Strt18fK"p ❑Certified Mall ResMcted Delvery $ ® ,F 0 O ❑Certified Matl Restricted Delivery" $ I� ❑Adult Signat)<',Required $ 'u Q ❑Adutt Signature Required $ �+ ❑Adult Signatuie''Restricted Delivery$ Y a�,J 1 El Signature Restricted <i�'�'y� C) ' Q Postage 0 Postage °•J ' $ '1�'/. !/?�123 Total Postatge and Fees O Total Postage and Fees i, C3 7 sts 11/30/y1123 N Sent To �VcJ� ' 7 � ro I` qi,) �+_ ��it 5 _ ti Sent T Q - --' ree an -- w_.. Street artdApf.No., O Box No. P }---------- City State,-ZIP+4® "" "I ----------- TMCity State;Zi 4® q y'7 J' I� Postal - Postal Service'" RECEIPT. . O ■ ■ =. Domestic Only Q fr1 Domestic Only Q ' - • 'a delivery o - - . .P1a �IAYI rx` 4{� g��e;t' mCertified Mail Fee $4.35 Certified Mail FeeEr a $ r ✓` �CFarC 1_!�'41 ftiI Er $ 4.3c ', Extra Services&Fees(checkbox,add fee es a fig/ ;� 93 ❑Return Receipt(hardcopy) $ Irt A: 0 ' 9 Extra Services&Fees(check box,add fee a f?)j te) 0 ❑Return Receipt 't rU ❑Return Receipt(hardcopy) $ R!'! Q pt(electronic) $ 9-I!i I t I GD � Ln - ...�_ pOS��, Q ❑Return Receipt(electronic) $ P0- grlr Q ❑Certified Mall Restricted Delive" $ t-- r�7) - ya 'd• ry ! !- HeJ?( O ❑Certlfled Mail Restricted Delivery $ Q Adult Signature Required $ ._ J ✓! 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City,State,ZIP+4® '/ {COO �` + �f' Vn I� - r r � AL V � / 4�, shy r r. r..•.• PS Form 3800,April 2015 .. .,.•r• L Postal CERTIFIED 0 ■ Ill Domestic Mail • Q 43 ., ma Certified Mail Fee Rl $4.35 Extra Services&Fees(checkbox,add fee PU El Return Receipt(hardcopy) $ Q ❑ eram R (electronic), $_ ,t•, �t rk Q ❑C Mall Restricted Mall Restricted Delivery $�•�,.,,.,�� Q ❑Adult Signature Required ,$ ❑Adult Signature Resticted Delivery$ Postage '$ 9..ice• Q Total Postage and Fees 11/30/22023 ru ru Sent To Sliest and f llfo.,oiP ox,�,o•h�do. ��--�-j��-------- •-�- -�'+-_:-=. r COMPLETE THIS SECTION ON DELIVERY 'i SENDER-.coMPLETE1 THIS SECTION A';55gtt�tu e,� ❑Agent I ■ Complete items 1,2,and 3. X ❑Addressee -' P I ■ Print your name and address on the reverse so that we can return the card to you. g, Re ei by�(Printed Narrre) C. Date of Delivery ■ Attach this card to the back of the mailpiece, ( �`�`l� or on the front if space permits. 1 1. D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Article Addressed to: 3. Service Type ❑Priority Mail Express Illliii�i I'll I'IIII lllll Illllll'l ll IIIIIII ElI III Adult Signature [I Registered Mal ❑Adult Signature Restricted Delivery El Registered Mail l Restricted ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature Conn?rmationT^' i 9590 9402 7357 2028 8410 01 ElCollect on Delivery [ISignature Confirmation ❑Collect on-Delivery Restricted Delivery. Restricted Delivery .. ...(1 , ' Insured Mail 7 0 2 2 0 4€1, c 9 3 63 $ 4 5 ' € I Insured Mail Restricted Delivery' •- • : :: •- (over$500) Domestic Return PS Form 3811.July 2020 PSN 7530 02-000-9053 LOLL ■ Complete items 1,2,and 3. A. Sig re ! ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by( rinted Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No 11 3. Service Type ❑Priority Mail Express® ll I llllll I'll III I ll ll Ill I I II Ill'l l l l I I Ill I I Ill ❑Adult Signature ❑Registered Mail ElR Adult Signature Restricted Delivery ❑Registered Mail Restricted' ❑Certified Mail@ Delivery 9590 9402 7357 202$8410 18 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTm ❑Collect on Delivery ❑Signature Confirmation —1J— ❑jC0 lect prt DeliVery Rekicted Delivery i Rbstricted Delivery I a ??3 r i p1 Insured Mail 7 0 2 2 0 410 ^0 Q 0 2 �316 3 8�3 8 ]Insured Mailfli iiiricted Delivery I �,l (over$500) j. PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt O Glenn Goldsmith,President o��S11FFD(KcOD Town Hall Annex A.Nicholas Krupski,Vice President ,� yam, 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly G _��' Southold,NY 11971 Elizabeth Peeples 'y�j�l �.DO 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 JOSEPH SBARRA COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING �,e �YOIT�OMPL��E T�T��R©� PI�VTIL TIT ' I'OS�TI�VG��ti3�R��1k7r�N�11� TN PL C'' F `R AT L f T � i'�E " D P © PYTB' C II` MVTE— j9 t MPf&F L OMP1696M ' FU D OR LAT' I'1 aYXk� residing at/dba p0 60X.a Uj 9 being duly sworn, depose and say: That on the day of E'0?,- r- , 2093 I personally posted the property known as 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,December 13,2023. Dated: (signature) Sworn to before me this 1 3ffi day of%-C, 20 23. DIANE DISAO O �K•(� NOTARY PUBLIC-STATE OF NEW YORK Notary Public No. 01 D1475593 Qualified In Suffolk County My Commission Expires April 30, 20 2�o NOTICE OF HEARING 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: JOSEPH SBARRA SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a proposed two-story dwelling with a 2,170sq.ft. first floor living space, 2,001sq.ft. second floor living space, 277sq.ft. front covered porch, 104sq.ft. side covered patio, 488sq.ft. seaward first floor covered patio with terrace above, 54sq.ft. side covered entrance, and A.C. units; a proposed 624sq.ft. detached garage landward of dwelling; a 20'x40' in-ground pool with a 400sq.ft. patio surround, pool enclosure fencing, pool equipment area; and to install an I/A OWTS sanitary system. Located: 2590 Cox Neck Road, Mattituck. SCTM# 1000-113-8-6 TIME & DATE OF PUBLIC HEARING: Wednesday, December 13, 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 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions,including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt "minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 1 If 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. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. r A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# - Cog -- PROJECT NAME^ (�(��C N►-Pr - P-)qA lAAA d_ �1 � The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: lir On SP0b,7d_ 4'10 v1 i a_CAAv* gaol s'X �� q o PrP d r C h a �t-P� C� .�'y-r8 -r� , /,-ek r --err 4,cc y j`Zos, 6 POO/ ;1-OX c/C> - P Location of action: M QA 1� Site acreage: T� O � Present land use: 2?P S 'l A-en s Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: ��` �� C'n� a (b) Mailing address: �j ex. � w avey-m"l (c) Telephone number: Area Code A D (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ NoIf yes, which state or federal agency? 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 COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-ZNot Pages 3 through 6 for evaluation criteria 1:1Yes ❑ NoApplicable J Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No &I Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES r Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pag 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 threNot ugh 21 for evaluation criteria ❑ Yes 1:1 No Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluatio criteria. ❑ ❑ Yes No "/Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] No O/Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and was%=e Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye�] No KZrNot Applicable Attach additional sheets if necessary i I , 1 WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See WRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. El Yes ❑ No U Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for ev7Not ion criteria. ❑ Yes 1:1 No Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pa es 65 through 68 for evaluation criteria. ElYes ElNo Not Applicable PREPARED BY]::)��h C b -LQr�C) TITLE_f DATE CH ��