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HomeMy WebLinkAboutTR-9704 Glenn Goldsmith, President ®F so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ate® ®�® P.O. Box 1179 Eric Sepenoski i 1 Southold, New York 11971 Liz Gillooly G Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UN`N,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1914C Date: May 2, 2022 THIS CERTIFIES that the proposed one and two story additions to existing dwelling; Proposed 14'x38.5' for addition of 539sq ft to first floor; proposed 72sq_ft to second floor for a covered porch; and for a proposed 125scLft extension of rear deck; At 330 Inlet Lane, Greenport Suffolk County Tax Map #1000-43-5-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 3, 2020 pursuant to which Trustees Wetland Permit#9704 Dated September 16, 2020,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the proposed one and two story additions to existing dwelling-,proposed 14'x38.5' for addition of 539sq ft to first floor; proposed 72sg.ft. to second floor for a covered porch,• and for a proposed 125sq ft. extension of rear deck. The certificate is iss o Kathy Katona owner of the aforesaid property. Authorized Signature G1enn.Golds.mith.,.President Town Hall Annex A.Nicholas Krupski,Vice President ,`O� ��� 54375 Route P.O. Box 11799 Eric.Sepenoski Southold,New York 11971 Liz Gillooly . G Q Telephone(631) 765-1892 Elizabeth Peeples • O -Fax.(631) 765-6641 00 NT`1;� ,BOARD OF.TOWN TRUSTEES TOWN OF SOUTHOtIb -DATE OF INSPECTION; 2 amu- INSPECTED BY: -.6014- .7 .6075 . : Ch: 11 T. - INSPECTION SCHEDULE . Pre 'construction, haybale line%silt boom/silt-curtain. :. 1_sc day of:construction: 1/ constructed . Project coni,pi6to,,compliance inspedtion COMMENTS. y p. ell �l�i�,�w1r�L1 CERTIFICATE OF COMPLIANCE: �S Glenn Goldsmith,President �QF SO(/,y Town Hall Annex 054375 Route 25 Michael J. Domino,Vice-President �® �O P.O.Box 1179 John M.Bredemeyer III [ Southold,_New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �® Fax(631) 765-6641 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`0RI6R 'O CQM `' MENCEMENT OF THE ACTIVITIES CHEC�CEb QEF - BELOW .= INSPECTION SCHEDULE Pre�construc66h h ' bale Ornl. ilt'boom/silt"drtain Ist.day of,constructiori- % construbted k When project corn, plete, call for compliance iiispectlon; iii ieiip.; •iiii`o$eii�. - a SH°i,006p�.. - ildddiiog•. - i�de iYio•;. vide bi•'p;> - diieiioi 114 11/ "i 114 All°°- ''' �'111 A►/° •" 114 11l s,= '"ii 111 Ilj�°'� eep;:.. .,I A el je• - :oil eee°• qq1 010,• ��4 o�� '•09p '��.:'y� ��"0;..:.::..,.;t'��''�;` • v j'`i.' o `�a v r= �' e � � _ ;fit. —'b o� _-.: _m r,-=� o _ e 'J==�,°• -- _ nor „ry,�,rrr�nr„rn„Vnnr,r,i4rrnvi,.,lr ei,n„•...v•� vr�, �,ra,Srvy?.",,;±1'l'nV$n,y,rV,,17w,.�v,vyn, u,jveu?.yklGnnlrlSX4'7;'CV,'..'..i4'.r"`yyl,rc�rgr:�l.''1Fr.'�r?2V:�i?°.Se.':',E'l;!u!;7g1dY�'?;S'LC4'3°L'1.Sngi.,e.'?'Jkf��r>b,Grcr/F8'';TV'A'Q4d..12k2r..,��.�`:,... .L .S� .L d.tr,,r, u. •, 1 _� BOARD OF SOU,THOLD TOWN TRUSTEES fr SOUTHOLD,NEW YORK PERMIT NO. 9704 DATE: SEPTEMBER 16,2020 -= = =Y ISSUED TO: KATHY KATONA a ° v ' PROPERTY ADDRESS: 330 INLET LANE, GREENPORT 11°` SCTM# 1000-43-5-3 - �- AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in r =" accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 16, 2020, jand in consideration of application fee in the sum of$250.00 paid by Kathy Katona 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 for proposed one and two story additions to existing dwelling; proposed 14'x38.5' for addition of 539sq.ft.to first floor; proposed 72sq.ft.to second floor for a covered ' porch; and for proposed 125s ft.extension of rear deck; and as depicted on the site plan P � p p 9• � P• P prepared by Ray Doner,Architect,received on September 14,2020, and stamped approved on September 16,2020. IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed and these resents to be subscribed b a majority of the said Board as of the 16''da of September,2020. P Y J h' Y P {` � •ice''°"44 � I r°I`d°d x- �' �•®ICP'' 1 �` , _ 9/0^. , '< � •r-�see,!� (°0°lie: i ,n ;s.,r,rso;ar;tr,,�; ,rn;.,.r,r.;as;,,,a;�.`n..„ara�,:<rr,nr„r'..,:ri;,,,nr. ,u,c,.:•r.�.ar„�r;tr•[r��„xs�r•a,;.aa;,r,;,,,,r,rr,<.,,:,;,,,,,,nt,,,,,;r".r;a,r•5., �.r: a •;,r 1 ,se€ [jy �:s-=-''-Q/ 1 R ,.,.•.,..n„m^”'/de' � ���,e�,,,,,,r ,Os nn!m.,.,.:.mmm °eeA 1 Ode�-''"."i6e 0 �1 4�•+I:Ac.� .. ..e sal AA d16i;a°°'_- °+:°;/!d 9s0;c9r' :a�:e!'66J 1601e:�' •'=:e/dA°461st;.., .:;old°1lO�n... -.?�;ad! tlFs::: .;is64p4 OP§ep:,. _ TERMS AND CONDITIONS _ The Permittee Kathy Katona, residing at 330 Inlet Lane, Greenport,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 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President QF SU(/lTown Hall Annex Michael J.Domino,Vice-President ,`O ��� 54375 Route 25 John M.Bredeme er III P.O.Box 1179 York Y � � Southold,New York 11971 A.Nicholas Krupski v' G Q Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 24, 2020 Monika Majewski- 30 Staller Drive E. Quogue, NY 11942 RE: KATHYXATONA 330 INLET'LANE, GREENPORT SCTM# 1000-43-5-3 Dear Ms. Majewski: --- -The Board-o#Town Trustees-took-the_following_action.dudng_its_rBoular_meeting-_held-o_n__ Wednesday, September 16, 2020 regarding the above matter: WHEREAS, Monika Majewski on behalf of KATHY KATONA 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 March 3, 2020, 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 September 16, 2020, 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 documentationsubmitted 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 KATHY KATONA for proposed one and two story additions to existing dwelling; proposed 14'x38.5' for addition of 539sq.ft. to first floor;.proposed 72sq.ft. to second floor for a covered porch; and for a proposed 125sq.ft. extension of rear deck; and as depicted on the site plan prepared by Ray Doner, Architect, received on September 14, 2020, and stamped approved on September 16, 2020. Permit to construct and complete project will expire two 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. ------------I nspections-are--required-at-a--fee-of-$50.00-per-inspection:--(See-attached-sc-hedule:}-------------- Fees: $50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees GG/dd INLET BOARD ` N 0205500"E 75.00' ,F :, ., OF 1 RUST,EE-S *4,7 +51 +32 TOWN'OF SOUTHOLD .. ..._ -- 'A--__.---.._._.-_ .Fa'Pa E—-'-'d '� I� 2 x4 _ _ �1 G/� DAN °AN LL 30(.00' zcmvm W 00 OUVEWAY 00 V *42 s4 4.2 +5.7 I'+A3 i0 49 C 4-9 I! ; 92 ..9 -s-raw?- ' r=---)}i ''FF.dl.61 ' 4.7 pp qq WALL = 47.8 ig chi TAXIDT 4.2 i1+ 4DD TAXLOT N 39+ 4A,� - �' 3.6+• 3.+ O �i2 �jc/�6.'�. �� n_q oma— i ca O 3S 3S 3b+ - 3A,f +� Lu m tu TIDAL V&-IT AMS LMrl AS LOCATED _ 27 25 C 0 JMO ENM0 *G ASL + + u+ ^ Q CONSULTING�Pr20. bel 1.4+ _ 19 fs + + \�— ao -0---- i o BLOCK wAu_+ 21+ J 22 __ ! d I zl 1.6+ S 03-24/32/1 E di 41 40.37 1 5 / P)ON � g• iv�a�` g-03 �f 10.12, i aRArNAc� C,Cf4CYIry4T_l�I�- �jQOdF-Qn/L`r) 7 x __V.. u- x !da 366.7 cv�cT. Cp iy 1 Qo -- �,� ND 76, / 24 OF NO y0 ; /4f S/1,�I n/GF ARCRAY HITECT ECT 4, 7Ta�!.:-- -_ ,PF.:rJ__, - � 95RICHMONDAVE. ,o;= S AMITYVILLE,-N.Y. 11701 f�gUFFO ``� Glenn Goldsmith, President �oll �y� Town Hall Annex Michael J. Domino Vice-President y- z 54375 Route 25 John M. Bredemeyer, III a P.O. Box 1179 A Nicholas Krupski ooh; Southold, NY 11971 Greg Williams � � `r Telephone (631) 765-1892 �° Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: KATHY KATONA c/o MONIKA MAJEWSKI Please be advised that your application dated March 3, 2020 has been reviewed by this Board at the regular meeting of September 16, 2020 and your application has been approved pending the completion of the following items checked off below Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) '/z Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft) 30- Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) 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 J 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- TOTAL FEES DUE: $ 50 00 BY. Glenn Goldsmith, President �5� Board of Trustees Glenn Goldsmith" sidentA,, Town Hall Annex Michael J.,Domino 54375 Route 25 John M. Bredemeyer III P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams s}t Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: A 120 L Completed in field by: Monika Majewski on behalf of KATHY KATONA requests a Wetland Permit for proposed one and two story additions to existing dwelling; proposed 14'x38.5' for addition of 539sq.ft. to first floor; proposed 72sq.ft. to second floor for a covered porch; and for a proposed 125sq.ft. extension of rear deck. Located: 330 Inlet Lane, Greenport. SCTM# 1000-43-5-3 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet _ 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 - Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: —Pre-Submission Administrative Amendment V/ Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: ia I have read & acknowledged the foregoing Trustees comments- Agent/Owner: Present were: J. Bredemeyer M. Domino v G. Goldsmith N. Krupski I/ G. Williams Other w Kathy Katona 30 Inlet Lane,Greenport s CTM#: 1000-43-5-3 r " /9/20 a. - -77 • 1 4 s" 1 �ai�iaaai �4sa�w .. 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OAA FMD. 300.00' a GRAVEL 00 z DRIVEWAY00 O +4.2k 42 +5.7 NL5.1 O5.5 Q I I O 0 +4.3 4.0 6.8 4.8,' O O 54 'PROP.2nd 5.2 0 +4.4 + OISTY+ 7.8 7.5 14' 4.9> l+J WOOD OVER8.3 0'0 +4.9 OVER PORCH 6' 7C 5.7 R 62' 0 I I rw 4.3+ N 16.0 L3 FJrm11.6 w Q 4• a. 4.4.0' WALL 1 .1' � rj 4.5 � p O.L.N/S 816.0' r'8.3 4.0 +17.8 s`. D TAX LOT 4.2+ 4.1+ D1iCKPROP.3S ADDrrlo TAX LOT I a.a 4 2 STORY a� �; 2 3.9+ 4.0� FRAME 3.6+ 3.6 I O DWELLING o 3.5+ 3.5+ 3.6+ 3.4+ +3.2 3.6 00 ON O r? TIDAL WETLANDS LINE AS LOCATED BY G.JUST 2.7+ 2.5+ -JMO ENVIRONMENTAL 2.5+ ' CONSULTING 02/21/20. I 2.s+ xz+ N W ` - I-' NO W O. O 1.4+ 1.9+ 1.9+ +2.0 O BLOCK WALL 2.1+ - r 2.1 1.6+ S 03024'32" E 40.37 1• ,nj�, ��,RoX• 1.5 Ol X08 G, 0.8 S 03044,5411 E 10.12' 00 C3' N 05042159" W l 755 INGAPPRo%- r (f�yII01HBWAf RLIIiE) 1.5 -� r� ,r� f n �t Y ,: pIo t 41.9 6+ I Gd 0O0 G � �< JUNS 2ihcl_6Q_; �,2020rn TAXLOT (A44+ .o2.1o+ 3.4 + 18 + 2.6 -40+ pTA LOT 17 16 2.5+ 2.5+ 2.6L + 2.6+ 2.6+ S 16'07 ft4ft o's7" _ Ra .a�aROV� w 7 04' \ PARCEL A PJEA S TAX LOT 3- 16,901 SQ.FT.OR 0.39E ACRES 44:*P- TAX LOT 17-4,762 SQXT.OR 0.11-+ACRES THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE,AND THEREFORE ARE NOT INTENDEL TO BE USED AS A GUIDE IN THE ERECTION OF FENCES, WALLS,POOLS, PATIOS, BUILDINGS,ADOTIONS TO BUILDINGS OR ANY OTHER IMPROVEMENTS.SUBSURFACE AND ENVIORNMENTAL CONDITIONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS SURVEY.EASEMEHM AND OR ROM-OF-WAY OF RECOM IF ANY.NOT SHOWN. UNAUTHORIZED ALTERATION OR PJM LAND SURVEYING, PLLC T 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVILLE,NY 11796 NEW YORK STATE EDUCATION LAW. TEL:631-563-0400 FAX-631-563-5808 PJMSURVEYIIVQ®AOL.COM LOT:--- REVISIONS MAP OF:DESCRIBED PROPERTY REVISED 09/11/19 c DECK DIMS 09/18/19 FILED:-- NO:--- COUNTY:SUFFOLK TOPOnvEMAND 02120 LOT AREAS 03/09420 SITUATE:GREENPORT TOWN OF SOUTHOLD COPIES OF THIS SURVEY MAP NOT CERTIFIED TO: TITLE NO.:EA2420-S BEARING THE LAND SURVEYOR'S EMBOSSED SEAL AND SIGNATURE SHALL NOT BE CONSIDERED A TRUE AND VAUD COPY PROJECT NO.:2019-359 19 DRAWN:CM CHECKED BY:PM SCALE: 1'=40' DISTRICT: 1000 SECTION:43 BLOCK:05 LOT(S):03&17 i I n 0110 I N 0255'00"E 75.00' ....... WALL w,A 300.00' 00 c + x�, ss +l,r + s �.,+ o U +cs 10 u +4e ' 44.7 �rar.� ji 'BN.,A' '. TAXLDT a.x+ 41+ TAXLOT A, m 4 _ a �z�A�AI X33 I 4 AS WCATEDB G.JUST 11 _ ., . OHO T .. s Ci =+ .._. �. L.1 W � 1.4+ 1I x° 1,6+ S 03o24132"E �. 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ARCHITECTHAS NOT BEEN RETAINED FOR SUPERVISION OF PROJECT;OR DESIGN OF ELECTRICAL,BEATING,VENTILATION,AIR �A Lk ,'�j 0ClFFRAMIN(i--,X;i' . . i: . * . .::�;112 - .-1 .... .. I ..... r.:I.:.. .1 :....t. ..., :­. ... . . i. :: . , __ - ;! �.. : ::: .!.,:t'�. .;I �..t:` * * . ,�­:1,1:::i..�Fi! in:::%:.",..��:n I.! V::..-,.:.-. .. �. . . ­ I . , ; _::i!:::4-i:;.I. I. . .. .. -i- .% .!::. ..... : :.:� : I . :,:..:.:!::�,:!:.:!,:A:.... 4..�:� -!.-1: , . . . I . . L 7MT:7Z7 7 . . � :z ."!!!!::;::.;1.V. . (Prescriptive Alternative to Table 3.5) . - .. ... r I . : ­.i.�: .�. �::,;�:i;�, ',:ij`.;:.:!j;t�4i::, . .. ­: .... . I .1.1 .. :. �i!::�`i��i::�:;i .��� .. . ::T:� 1 . . I :1. . �..: . (,as Table 3.4A) P .. ..-�Y � :-��­::. -�1­!!.'.`:::: �.:�.�i:.�::i` �::.: I . : :� . .. .. .... .... j :.i:";*.7,:!:- :!:!:: :11 . I. .. - : : ;!`: I . . � . ....... .. :­:.il�;i.;: : t. ; :t . I .. .! .............. � .. . . . . .. .. .. -1: ::... !.­ 1: �.I ..: Rziftert-TOP Plate(Toin-nalladl _ ' . 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I �,*.I � . .. . 11 I... ... -1. �: -nofled) 1,,loolablei . . . .... � .:. 1 ii :.:::1 7V � ,�: � � .- W collar Tie to Rafter[Face . _'111 - _ . . . .. ... I . : .: I ...:i 1:i::�..:...:..!. .::� .i F�...1, . .; - - . i :.:­..�. .. . ... . I . . � . :­ . -,MEN.SOIL 13EARING CAPACITY OF 2,000 PSF.. I . . . .. . ;,1: ::j,..f:1: ..�I� 1.1:.: ,.. 4. r;;:.��- .1. ..... ....... .. .. .. . . : !:i iP i�::-.,..!:�:;::`!!.:: ..: - . I :. .. . I . ­ . .. . . ­ .'. ", SECTION R402.2&TABLE R402.2. BEAR FOUNDA11ON SYSTEM ON UNDISTURBED SOU . - i �­ .; �: ii.i!: ,: 1 , .- U . �.17. .. . I 2-lod each end . 3-second gust(mph) � I I I I .I , . .. ... . � V, . li . ­ . r .4 - . . I_ .:... ­ % .. !;.:::.:�!Y . . ; .2 � . ,...t V.I I : I I:t : : ­:,:. i. .. I ... - Blocking to Rafter ITO";Iledl 2-ad - . �9 � _...I -: , r:.. -::::.1:�:::T.: k�z::!.:!. :.::::._1 4:.,� �. r1i'i ...I .. .. ;t.:.-;:-., . , U.�t:�i.i.!�.!�i��.�i:,��i;:i!����...�li�:;:. i.:. � .:::t . - ,. .T. ..:�!%..� . I - - .. 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Film Board to Rafter fliml-mi . 2-16d I . stdd .. . . :1_ : .'.-.iii-`A.t%,:.: ::'� ...� , :� :::!�i!.:%,i:.!1�t::!:;:.i.:;.-�i i::g;:.- _:.L..l� ... . - .. :,:,.:. ,.:,ri:. �::�-­! 1. ..:.!il�.� z;.l:, !�': :.:,'1 :� : � : .. . .I ... . . ... ..I . .. . ., - !.;;*I .,1:� , ;" 'I. . . . :­ .� .. ., . I. r. :.:: . t' : . . . . .. ... .. '. " : . ., . . ..; I ...z.z : *, ,::1 .. . i:�. I . . . . .. 1: . i- .: ... * -1 .. .i : .. .... � .... I ?:�i ,:, * : ` _. . . ''It I ., I I . , ;.:::. , . "::: - !. %.i - ** ­, ::, .. .z . .....�I ...11 . .. I . - _-,�_ a .. : - �.., ::t_ ., .:�f* .t:.�.. .: .. . .. LL ";" ,,;'­"-.,�,.��.;., ,,,...... ;-_!, . 1. .. Spacing Wall Height(ft) ' Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connectiont' . .. .:-!:L,: .: : ...': :::j.)�....::���11.!-1:-:,iii:t:,. :. . . III B: . . ­ ..... ... .. . , : .:I.; I . �i:�.: D. :� 11. 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I . , I 2-16d' : .7.16ii . per loot . i ..­�... ... -, . . ::�.::'.'pt`�' - .::;1 . � %.::...::­V i...I . - , -'.:� 1 .. i . . : . . ..i;. .. I :: : : ... . . I . . ..... . . .. BED GRAI)E SHALL rRoviDE POSITIVE DRAINAGE AW I I. . . .. ....:��:.­ $ 1....::1:. .. ... ,:.­: -.T.:;:,i;v:i:.:i:;........ . . 4. FINIS , �, .: ... 1 _ 4: ::: ; .- ... ..7 ii.. . .. : . �.:­ I � *1 . . !% �: , :­.. .... :1,!!�:. .: -:f:.i::;"%i :.:t .1 : .:::%r, �: ...:.i � 4. . .i.: - . .... . . i . lop plate to Top Plate IFeco-nallarill . . , (in;) . . . ::!;: . : . ii!: .!:,.::: �i.:: :,-..::�;­:­ . . I . I '.... �. joints-each side . - - . ;. !;i i.'.' .:i - . . . . 1 5-161 -.-- � .. .. i�­.. 11 �i I -...0. . . .. . : �: . ­.. . . .. .�. i-:..:�:7:... . i... .... ...I.i.� .. . . . ....t.. .. . .- . I ­ . :, .. I . : . .I � .:.,: . . :1. . . .: . .� ; I -,:.i, .. ..... .!; :.T..':,... i. ­­ . 11 . ­ ..; . I . I ....I ....� I:! :i::: 1:,:,:� z i..:: ,4 C_ � �!.:. , *�-�: . .. ::s: .. . .1 I I :::.,.,; . I. . I . . . . . . . I. .. . . I I . . I . . . . I Top Plates at intersections(Face-nafleJ) I 4-16d I:— ... . .. , . ...1. "�: I ..... ...... I , :: . : � I .. .... : . . I . . . I . I. .. . . I. . . ..­ .. .... I - ... .. ...�.. a 2 1 .2 1 2 1 2 1 ? 1 2 1 ...2 2 1 . 2 2: I . 1, . .... �r. ... .:- z. . :::i:. z . .. . ...� . . I. . . I.... ,: . . :,: . � I. . . . . . .: . � 24"o.c. . . - .I­ .:,:;:� - ... . .. � :­­ . : I. ...I .. .. . . - .1. . I .. .. i. I . .... I .1 . I - . . . :::., - : :. .�� . ...t* .1 ­ .� . ­ .'! . I� . , .:. . .z.:: :I ­.. : . . � . .-: - I .. . . . : ..... ... .. s I .� __ .. I:..,: ,* . � 2-16d . ...... .- . .;": .. *:* .. i ­­ .. ­.. . . � ,..! ..i% .. - . ..'....._ .:�. ­:...:�i � I '..... � . . �V'%:..� ­­.: :�: T:..:-:v::1:,:,;�- . ,�....�.: . . . .i . . . :., . � . . ....... � .. 111. � i.. I ;. .. 1.. . -milked) I 2-16d . 1: :.:.1. , ..: .: ;! :., *:* : 7 . . : ..:.- - ­:... ... . ::,:.''... ..%-I.... . . .. . . .1 ... . . . I ; � .. . . I—: .: ..::,!:.i.___. ...3.. .. . . . . . ,.. ... . . . .... ..i;z... I!! I . , :.; I. N.. 1: V... . t,!..i.i I% : .i.. �.-. -- ­­ :.� 1*1 .4:�:�:*r:: , .:. T 5. JOISTS,STUDS,BLOCKING&BRACING SHALL BE HEM-FIR 92 OR BETTER,Fv-7o Psi,FB-s5o Psi,E=ijoo,000 Psi.. ALL SAWN BEAMS, ,.:�.;- . :_ .. , : .. �: .:. ..:!: .:...i;,ti:::: , ...:. . ­ .. ....1.. . -...%..i-.: . . : ::,,,'..:: . .... . ... ..� ... .... , , , .. . , . , :- ::.. �.% �.:: .. .".... Stud to Stud lFacas . , ,, : �:�: ­ . .i ... .­ �- .. - .q I -V . . . ... . . .. I . . .. . ...... , -.1. I . I I . I : T - - . ....:: . 1: .: . .. . . . ,� . . . . . . p, - ,­ :-­­%.. .. z.- I . . . . ... I . . . ,.%t - -!I:-ii�;!!:!�',.-A_�.�::;:­I .. . 16d it, O.C.310"gaugub 10 2 - 2 2 2 2 2 3 I .. 11 . ­ . .. ­­ �:, :..... :.: : .. -�::--:..;..� .1 .. .... - . .. ,..I. . %t:., :�­:T,:::�i:. , alc!i�:-ii,! i.� . . . . I... _ :,;..:. I 16d I . _ . . 11 .. .:i; !:.,::.Y :: ,. .. . . . , I. � I . Header to Header lsoc"alled) ,16 ­ . 2 2 .L' I_.: ___I __.. _ . I ... , I. .... :* ::i- .:::"::;.;:.,:.:.-. .. . , .;.I .. ::i. W, . .:.i i.::: I ­ .. . . : __­ ­­.. . . . ...!T: -t4'.�,-i li:�-!.z:... ­:: ..7-i.ifi::?;!­:1!, :,.;::., .::...:.t: 11� .. ­ : ­­ ii .% . . . . . . .. .... . .. .....I. . .::­ . .. :.. �... -­.. ,­ ..i n.:i . , . . eee��.:J * ::!-,� :rz. ­­... _ 11 ; !. �, . :�;I i�i,,...:i:;.... I . I per stud . . I�, . . ..... ....... .. . . :-1 . I�... .. :......I., i %-:;*1:i-. �:!�!i:�. :*;l��i: iz! 1 ­' � ---'- I _.. ­ .:.:1:i. : '-�: .... ... -L- .:.... - i 1, �, - . . I . I .. -. Top or Bottom Plate to Stud lEnd-nagedl ties Table 3.SA) (seaTnble3.iA) i : .. ... .... ... ,j,�� ::iniones :.�61�i,:. . ....... pl , . ...... . HEADERS,POSTS&GIRDERS,4"NOMINAL,SHALL BE DOUGLAS FIR-LARCH#2,FV�85 PSI,FB=825 PSI,E-1,400,000 PSL. PARALLAM : X !. :1.q.,!: !;.i;..::...:�:j:-�.:�,i:i;!,�:�:!;!!I:i;!:�;:!!;�:i:.!:;::�.;:;,.','!.!.:,�* -f, 1,,...:�: .. . ..''! : . . . �.. .. I . . . . . . !!i: 1'%!!'!��;i..T.si,�:.:� 11i.11-T..,,j:;i.� .i�.; i".- :7... .illll i:::.;.I ... .... . :: _ �­ ..I.... � :%.: .117i.:....,.!.,�..:!..:,.�..:'':*,z.:�"..'';,!!.,!:Y..:i:,!�i�: 1-::-:.i.::.�;:.il..:! .. .::it ::.��A,:_ . .:.. --i . -.:.:*:t . 1. .. ... I. ...­ - ..... I.... .. L. .�...11 . ...I.:. ..-0.......I .i........ I� . . :.. 1.......,:,;. ... . .: .: . I.i i- - .. _:::.:1 1;,: ,.:: ,I ..::. .:: z - - -!.. ­­:j� . ... � - - i M.: .�I. - ....... !1A.*;::,1.:: � - . ..i.. .;.. ... ..... -2800 PSI,FV�290 PSI,,E=2,000,000. MICROLLAMS A PARALLAMS SHALL BE'TRUS-JOIST MACMILLAN OR EQUAL . . I Ridge Tension Strap Connection R6quirements.for I .:I: !:;1.:i;:J-�;.::K:.:i j; :::. ..�i.. ; 1 ,:.. `:_-,1._,.�_: .... . ... .. -.1'... ­.; I .... ...: : ..::: .I' ti ;�:��!:* DESIGN CRITERIA:FB : . ........... .: .z.. . . . Table A-3.6 . . . Exposure B" : . ­ . i !;;T�Ii;:!O!il:ii`��1F! ��i:��:i�!��!!�!!!���!! ...:�.­_­ i ­. . .1 . ­::.. 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I - . . . . 0;muii6i"Ulr" .",�*, i�, -!%Wlf; ;,e-Vlasm . � (Prescriptive Afteinative to Table 3.6) . ..:. ,:z:;::,.::,4: -i.i*T..-;!�:.::;1-;_*!.,;,- . *;:;:.i.!::.li.:. .:.. :i" !-, . .% ... :.-­.I ­­I. .... : �. _,,:�i.� : ;. .:� :: :"z,i.... ..... . .. .. . . . . � .;� ; 1. ..... ... . , 1i,:!i,. ;:.... :­!* I . .U ... . . .. :.. � . .- : .. . * ,�,7; .... . ...I � . . . .. , I�,I -" 1. i:,%....:. :.I :*i .. ­­..�i :L: . . I . . ..I. 3K FRAMly .. . * ;i:,:!:.�z " '. 1 �i­% i;::6"'Itit i.�!;;'i i�� , .IV, . :­ .;. . .:i:. ::: . . * ;..: 1;�I I i .::,:i: I i!:.!!� i`!.;i:;�i� :::z.I . .. : : �11 - !, - ....:til . : . I - , . �,;._�:11i: :i,iii! ,Jl:,'.1 I ii�,:!!�!.;:..1:1 -�i:� : .�S� -fW3K FRAMly 11 i �,..- .q�lvia,m- ..� .. . - : ui : �� I. . ...1, I . ..;:j! .;.1�.ij1;!:�:.:;i-;1y.,ii sz-:�-:ifff;:!�; i.i.t:6_z . ........... ..�"6., �, !,.: J.M ...�._-,. .4%. "". .. , . ". - ?,I �- - ...i:1:,,.:i....4;.. ­: .. :I:- . -1 :: :...-....L ....'... _�. - ­­ .: I . I . . .. I . I . .. - �.::�: , . i -� . - :. �r�:.i.:1 *r; - . per)olst, �. . .1 1..V-:i­....L - .; ­ I .V­i.:!.i ,..1 - 4:.1:;:!, I 6,*ALL ROUGH FRAMING MEMBERS SHALL BE FRAMED,ANCHORED&BRACED SO AS TO DEVELOP THE STRENGTH,RIGIDITY& - - 75, " -b :T5 1.il�, 4,��!� .Alylly , ­ .i.% I . F. Mly :::.,.: . : : . *4""..; i::*� 'i - , ,` ,­ "'*i, . ! -1711,2 71%77�i, - .. I - ­,!., ::1� It � � .:_., - :t::. :... ­:.,:.�t o, :., 4 I :: :,::�i:j:i:!�;:;.:;,.:i�i::i-1,4i:!::?':�:oi:� t ;...-.!i.*��;i,.ii:!:!i.:i,�i�i�::�:;.:�::!� .!..,*!1 .*,;.:! i� In . .�:.Ip;: 17. . . . . :t. . ­_. ,.. . : .i;, 11 , :: : .:;; ,� :. .:, I _1 :ri�I _,:.�:.. .- .., �­ .ld� .;I_= .. .: .. . . .:. ... ... . ... . . . . 1 , .. . .... I I :. . * : � . Li . I . I . , . , . : . � .. . . 517,77 I . Dead Load Assumptions:Roof/Ceiling Assembly DL-15 psf . �i : .'I ­... . 1: .1 .:�:,,Iji�E - 1 �: I)itfl/�WAY ":: 1 �i:1i :,: i .: ...... . :, . . . 4-ad . -ICd . �; , :1:::::: "' 1_t ::!.. !-i':1u:­:I... ­:�.i..A .:.,..,. . 1 ,7: *i I-.;...1,.�t :�.. .:. . . Joist to SIR,Top Plate orGirder(Too-milled) . .... .... Tr_.::�;. i�;"il!.!�:-*1.i!!,.:. i.:� . '. ....:­. .. .I .:M. .. - ... .:: � .. .... - .*. . -:.:: i... . - . .... .:.. ..: , T . . .1 1: ! Iv-I I .. - .:;:. ......::::.: . ; . :i; t..I I : . "" AILING * aLrtdglng to Joist(Too-nalled) I . I 2-10d ' each and . � :zl� .-: . .... ....' ... . .. � . -,::. 1 .%i­-.� : : .. . � I . . :': - ,�:.,:. .. . r, .i::,;:::.. � .... . CE ,;k 1; :�._T .. .­.,­. . I. . �:;:%.;. , * ; 1 i.::.�...%4!.::.I::!.1...., :. :. . ... ...... ... . - . " ...., '... ... . . . . . ­ . .:­�%!::* :,::1::;.1:!.!z.:.;:::� V: ::::�:, .: . !1 . ,:. .,.!­:.. . .-It.. lka.!: .�; :: . ., . � I . .... . ,, I . . 1.:i-­i :, ­.::­,ffY.­. , 1 : � ­ : E .11 ,il::� :. .! : .. .­''- .. . . 115 ! ., ; : . . . . I.:% :. , . .: :, . I . 1 2.ad . . I % ! ...L 1; ... ....... . .:�.. L :21� �: . . :::.:a* : :1" P ­" ­ : : , , , . I . 0. . . I , ; : INTEGRITY FOR THE PURPOSE IN WHICH THEY AREUSED. NAILJNG CONNECTION.S.SHALL.BE IN ACCO : WITHN . :-7-lid each end 700 r.WindSpeed , " .�! :!:,;..:_*:,.:?!,. . : , , I. . .�: . . � . ­ . . . .. . ­ . . .. .. .. . . . 1. .... . . . � . 1. I .. . . ., ;.. . ­­:..V� .: I � :.: ..*4 ..- . ,. ,. ­.I � ;:1, .:. ..., � .. 1 � i. -:1.'.i ..:..i:: ;�. . . .. . . :, .. .... .. .. . : , * L, . . .. . . ... . ..:.:::. ..0�,:.T� '7-': %.L.::. : .7,!..: ::..1-:.- . . ,.:.ii":­�:.,: .:.! - ­:.?1:: :::1: ­: . lie . , 1;. f, : . . . . I ..i: .... . Blocking to Joist(70"0111,01 . I 2-Ed . . . _y � �.ii 0, ISO . :116O 170 Ilia 193 . ... . I i ;: .":� � � .. ... I . . . n - .: .q SCHEDULE,TABLE 3,1 OF THE WFCM 2015 EDITION., ' . i,:. I...­'­ .;!..�. .!:..... ....I .. . , .. .:. � .:i. .r.. ­... .. . :::::17 : . . .. . I . I -:::��i-;;-..!�;-I.:;:; .. ; .-i ..:..�;,�I' . :1;J i,.0::::.i i.j%:.... -i , ;:.. I _:., 10 1._...,;:; �t._!:%1.::::. , '. - :. 1:;.._:1%.,. .: .:.: . ­.. . ..,. � . ...i:::. ;­;. : .. 1:11 .- -1. .I . �.I I -! I . �Ioddnw t-SIR or Top Plate(Too-nalled) 16d .each block i-second gust imph) ,i. ,-.....::.in,,!. �.:!��t.:;�:ti :�..:.. ..i.]�..iD, . ....... 11 _0 : . . .:: . : - I :,. :!! - :. I.: �........... ­ . . � . ... . .. i. . � . 1 . I - I I-Ifd . , .. .�!:;.�: ��:���;]��,��,���ri�-,,li 4 . . . . I I I 91 I I I I I I I � .*.` ... .1. J ... ,�! , :. � .:i......� ! -.: .�! .:�:..%, ­ :�I!,::i::.: !... .:.. .I ...� . . . ;,. .1 ., "'. ;: : !il : . :.::,::..t:-!: .. . ., . . ,..::. . - tedgerstripto Beam(Face-rialled) : 4-1(d each Joist ..,. :1;7,::::!:':1 1 ,.::: .. -16d . - - . ... ....i..:i.i��Aii,-:`.1i, i:! 1.� �­: :.;f� . .. . . .:: fil ;. . I r. . . i i . :.::...�..r.; * ___ .. .; ::. 0. ;�� ;:�::_*.,:��:Ii�::!�� ... . ..... ..I.... :. .... .. . i ...:......�F: . . . I ::. - - .1.. . i:.. .. ,. .. I ... I . ;..;1. ::: .; . .. I . .I za'lo : :: : . ... . . : ... .-:. . . i::I.. .:* : .*­­ : . - :� � : I i -­­`�.,. ... Roof Spun ..? � % *.. !:!:i:: .. . 1 ,.Pi ,:� . . .... .........I......,�:.:. .... . .. .. z...i�. ,:i.. ;. .i :..:�-" ,:R.. :.7:�....:,!: ; .. � . I ­ , � * I, I - I , . . � . . - . . . . , I .. ...r: .�.::�::.h 2.....:i�.!:i!�!;�� 11:ii,:-��1 i,:!.!,�:-�"!"*i", .. . ... I :_;:­.: * I ." ` � ,:.I :1 .... . ... . -TURAL STEEL CONNECTIONS SHALL BE'SIMPSON'OR EQUAL , Number . ;.;.i. .. ., .. .1. , !.: .. ... . , .,:.i : . perjolst . . I -:1 i :.....:��:::,:: ,: 't; . - . . ::­� ­ ...:--!:r:.: ,i- �. .. ­ . ... .. I^ .. - .S.. . L'. ... I. V! . ­:% : ..:t:..! : I. .. .. ... . . 7. ALL STRUC . . . - . 1.i. ... . .. . . .. . . . . . .; � � li -...:V.-.Ii.... .:., ..... . ... 1. ...- - I - �_- :! :: ' - r' ' '-� - �; . I i! - i Joist an Ledger to Boom(To"alled) , - ' 3l-ad , 3-1(id . Roof Pitch of Rd Common Nails or laid Box Nails In each end of I-A/4*strai . .. ! is.;..: .,�: r . ; . ­ . ...: .. *:.�.:. : .: . A . I .. :,� 1.::.:. : , :.. - ... i Li i t,: ��� :. ... J.: I—- :.. 6.:;­�.; _�_ - i:::i:i - - - ., ­­ I - ., .! I . perjolst . I . ­ .­.. rii:i�. . �; .:��..�.: _., ,­ ,. *: . : %. v. � .... I .1, .­�.! . . � . sand Joist to Joist lEnd-nollad) .' . 3_1611 4-11A � - .1111 .i . . . :...­ ;.. ::,.�;%i:,:.:: , ..... .. .. ��!�:0.1::.:!:�! -i ..:, . .1 I. '. : - . . I . . . . . , ... .;.. . .. .. I .I 1. . . . .. ......... .. ... . ,. . I 1. I�. . _. . .. . : ; . . I I . . I. , - �. . . I � - . .. . - . . .. . :I . . .:; .:`!__i� .. ...� . .. I . .,; I . . .. . .. .i.!. ­, . I .. . .i , I ..:.� I ...:.. -:' 7 . .: . %. : . . .. .. . -� I ...* 2111 - I . 2 ____2- ___3_: ____ _. .: -�-!�.:; : . ;' ,,.*:..� :�.! :.: .:,r - ,: ...... . ; .'.�` ,�. �,:::� T: J I . . ....: !..*. :..: . I I'.... ., :1. .�:.�:; _. .. . . 1 4 : - -,:;,-..:. : _`,: . ­­_::: . .� ::�i,*: ,:. . , . ., .:::":li:��..: .. , Ell - . 3-16d 12 1 1 . -::-i:%:.".,:i ,� !:.`:i*. -i ... ,j I ..;.z* : ..':....�` . : .I.:..... '::'. :� . .... :1 V. : ;,1. 0 1 - : ­ :. . perfoot I . 2 2 � 3 ....... .... .... %:r..-.:,. , �i::,:!; .. I .: t ...-I...I I :�.: .. �: . � ,:.:! A.z :::: . _._____ . � . - , - . .I 3;.:.4 t* ,::.::.. I.� - : . . . ..: �. . , .i:. ..I L.: � .::. .. � U -DIP I . . . 2.16d' I . __ . - . . . ;:;:: :,r;:;1.,!'_.i.*�;:�:, .:- * �_:,!..:.:�i!4;.,:::i: ;H..i. :..i 1:-�I'� ....:..:. ...U....% : .I:.. :.:!:8 r:�!:;...� *!!i-::,;:;.,-: .:t a..:;,..:�...... .I . . . .. .: I . . --- . . . Bond Joist to Sill or Top Plate(To"illi 1YR, I , ... ';4.!'. "ill; �'* I"" . . .I 1 2 2 2 3 3 4 4 5 . �;�. :.:!. , -i''. i-­. . ­­. . , .. : ..... . t :::.: . . :!: ;­ I . . 8. WOOD IN CONTACT WITH CONCRETE TO BE ACQ TREATED LUMBER. INSTALL TERMITE SHIELD WITH A POLY BARRIER. HOT _ �.' .� ... , . -11,p�j--hoc ,.!,.�',IA _ jy:" . ,P .1 *Ik,�,�,, � : .: -t,.­� _%1': : "..I,I . .�:. . �: :: .:i ... . ., . . I ; , ,,�_jr,� . IkA� h . . ,"."T.", . , �? I i , .. ­......­.. . : ..,!. ::" .. ,!.. - .- -.-i'!'.ii;*� . .. i...::� ..., . . : , . GALVANIZE . . . . -T7 F�"�ATH . : 16 " ,", ��I ... .:.:*:;..!L:'::,i;!;.,�i% :::f�!!.;;;ti;;-I. .,;:.1- ­ 4- ..... .. :.:. . . ... ;,:,:t�i, I .::::.*i�: i:.;!:;,: :. ., * , .�. . - ...­ - ...: TTL-151*78 . I P � ". -, ,,q '. - I . t .. -t,.:::,�P" !:�,:7.,i .: --11. .i:" .; M .I.....- : . ....­­­ D OR STAINLESS STEEL FASTENERS ONLY. - ' . . . � . . 411 . . (se 111- 11TV 1111�' "I'mit Irl",'r"r. '7 1T 7f Mg. .. .... : ;...: i.:.:!�:;1.i . I I I , I - ,�f.'fi.i;%,07,13 _1_4"TM 0014E,,111"� '4ii�'..'3�,f,-,_�,�',,,,, , . . ...'­ � I .. ..V.:t. .­­, :.:.. . I - . I I �5 - ,qi �!?,fl I. I _ . . - !:: � ! . �. I . � . lod* _ � �­-'��IWV 1p� : .:...;..:A:,i:,z,1 I � . . . . eTabliti - 'I " _ I ,.... .,-L:..::i , . �T I - , %.:..i'� .. ; ..i i. : :1 �. ... . . . � . . ,I 9 r I . J ad ,, IWV�.�1'iqfj% wi�, t, 'P'i 6'W, .7 ..:.. , :..� . r �... . .1 . .. . . . . .... . . . . . � . _..,._ . "I a :: . : -- I� .� : .:.!:;. ,. I .. . ==;;;=I . :....:: :1 :t: %I __ .. . . :. �... .. . .. !: . � . 1: . .. . � .p . :., . . . .- - .. = I � I �, 0,1�4 i �. . :-...;��-:�:i! . :;: ... .. ., . v . ] . I i. �-:. i-, L::`i:�:!.;I.;:.�:!::I ..­ 1. .`.. T.:*:�: %*.�z�. ...: � _� !_ .: : :!: . - - 'I ­I 1. 3:12 � '?,' I own.; _.: .1 .!! � -. I. :i..:. . . I . � .. . . i . .. . I. ... �.... .. TION R . . ; . : .:r, . . .. ... . II.-�.".--."�,.�4,.;,r."-�..P;.t.."-."..I . �:-,.: :­�-:7.:.. I ,. . .. . . 7-�.� - !--;._: . ..I. : . . ;V :i � 11; ­ 1: .i . . ­ . I , - ­­ . . .. .:: ..;::�...� :: 7.�.;:�i::!!i-�:�il:i!!::::�:.:; :'. !j: ,­..... . :...I , , . . ..... I. .:1.� . � 411�1;%Wjltf��411 111.1`�-A-11L_- :ztl.J.:..-:' � . . .. ... . .:: 11 -. . . ��. ...:::..!,�� .. :� %... -T I. :...:. !,I�... i . .:..�.i I .1 T.r ­.: - . 59577 T-1717.,I s­!".n.,.I!­.'1­I—- . i. 'RT 101'� i:1 ....,:i:1.1:i .1 in:.-. .. - I �: IN I* ,"' � .- -!I��.:,*�-,, : , ii . .. INSTALL FM-BLOCKING AT AIL AREAS REQUIRED AS-PER SEC �. -302-.11 .. . � . . ME ,­­ . .. . i ,� 15V�!I i I i_ 'O ­1'1.'s1.V I;�111%gt_.,ii 1&01�1, : :: Full- .-!:1� .2 5, , ;�'3'.'TRi"T` �5b �,a I . 101, R? 'T - I % .... .t.. ...��::�;�:i:.:��:; -, 9. . RM Owl at,k . AM ,A a ffil�'�, N . M- tr..!� �. �. :A : ..I:, - . I oolers edge/la"field . '.J:,.,-...:.t%. ; . � ti,:-, . .... . . ., I Sd c ­. ..... : * : %!�.: . '!�:,!: , 7_:�'4�/&-�­% - - ; - - I:- . I . . . . 5d coolers . . 6 7 8 . 9 ". .* ._.:::, .. FORW � ./Pa; . . _ %, . : . ...* ':-..� . ; . . . . Gypsum Wallboard - .. . . 32 2 2 3 3 4 5 . . :. ..:1 - .-�...: . I ...... . :4 � . .� .., ... '. IL� : ... . I -:.':.:-:.. I. .. . . - , I it, . .. I i : . .: .I... I .� ... - I. .. . . . 'r- I I . . : ._... , ,. - - - - ... ­' . ':..... I ­. : " I , � . -:1. .:t i. ,..,::,;:.: : * : . I . .: `X24"AS PER CODE R409.4. PROVIDE .i.,%r,j!�J;7 LLSHIEATHING:�,;! - -z- ..... .. ­:­­ ­ I 1.i. I... .. ..... ...I. .. . - - I ! ... . . I. �A .. . . . ... 1. I I . i ­.. .. . : I . � z P,- v4g.;i, . . I. .. ; .1.4 t. .... :.! :: .. q . -�-�;iii:i:! i . . ... .. .* f., 'it .1�!�';!��:��!,!.::��.:��::��t..;i.:.�;,i�ii : .1 . - 3 4 5 6 6 7 a . ..I... .i!:-:t.V_-�-..i:.: . I. . �i. .; : .. .. .i . 6=_iii ,::�,�7:�.� ii.�ill-2-t.,4,��",��-��Y-.4.*.-.'�.!,q-", �, � .... -- . . _^ , ..... ... - , . --ilits . - ­.. .:. �,:. .....0.. ... . � ; , �" .... . i, . . . - . inwi'm,40"gal%'wri, ,-v!!"" 9. __ 121-`� 36 . 2 3 . j:%.::* 1ri.:,..,:�:..:: :,�:*.;,5 . :!:,:.i:!.!�i�!.!!,:,-,:;.,L!I:��.::�::�*!i.i.. � ,.. . . �.: I .....-, .;;.:..:.i i * �:i:l il:-�i!:�! %iYACO.:: .1. . I : .. . _ i. . . . .. . .. ... . . I.. ­ -...11, . ... : .: SPACE ACCESS OF I 8' . :..: 1,:-1:...:::­:i�i.:.i:.:­::. ::.:,:7,.:.,t"-'..;:1::.i:._: .. ,.­ . :. . ,1 .. ... . .. Ir 11 I .. .i .L. :: I ., : .... . ­ . :. .: i� ..:.- .I . LS . I L .IGI . line Table 3.11) - s . 2 3 3 :�::�.* . P.::1,:.:::%:i..,:, .I .. 1. .. 1, . :. .. '7 ': � : ': ­. .:-4 : -1. ... .., _ : 10. PROVIDE CRAW PACE VENTILATION AS PE CODE R408.1&MIN.CRAWI, , . I 1 2 2 . ,. I .. . ... . . ... .... . 1.i. .. ' - : ,, I . .. ;:: %, I - . .. .: 1 .I . � . . .. . Wood Structural Panels . . . ad . 12 I 1 2 . ... . �. .., . ... ''.. . k::.1 r' .: : !:: _ . ,:, T:i .� .. ..::. ....- . .. . . - .. :1 1� . .­... . I .. I..i:-..�, .. - . � "UNDER WOOD GIRDERS. I ,:.� .: ..::::U 1- �:- I 1::... ..;.:: .,: -"i. -, �.. . . . . I . MIN. 18"CLEARANCE UNDER WOOD JOISTS&12 1 . . ...::.i: .:.:::. :!:" �.:4'*.:.::1:-�. t:: . . . I I. . I .. . .. � . . . . . � . ..i i , . . ::,::. :,:::.il * . I . I. .. :: -i .. . .i:t .. : :;: .. . i...t ,'. - - . . . .. I . ....:... ..; . . . . . : . .. , .. .7i. ... .... -;:�� '::, - -': . : : �­' ' . .... . . . .. .. . Structural Fiberboard Panels * . � . 16 1 1 1 2 2 2 3 3 3 4 .. ... . ::�� . . : 1 � VA/ X/py�_..�: :-:�:.�-��i !: . :� '.'-. ;,.1" .:.. . I . I I 1/2. 11 Iii.gale.roc,ng non . 3"edge/6"fleld I - 11 . - - jl�,A �:�O , . . . : 1.: . . . . I . ��.,��­­­ ­­!M. --T., -1D- �1-1�1 I F Z,I,% :-&`�t� :- : - ,:..:%.. .� .: - I... . . . 1....� %. i: �I. �. . . 7. :-.1, :..:. . .. ... . .. ..1:. �z. . I . . I I. . ,ir,*1.r,­'1.,1,1� .. ;.I .... ; . . ., i47, %, 4,� ,t�� �, , 741"" T,-1?4",1_N�,'gk*��793�1 .: -1.,. :. - :.....,- - ... ..;.i, .!,%.� .:: :1 :..; :I '.... '. .: . . I . jr , .. � . S � .1% I t .. . i:.. :::,., :�.::. I I I . .. . : . .. : . . . ,�,,k_',"?,ii,4"I',, . . ! I.. I- : !1. . . ... I .. . . "�,,­ I . , ­ ... .. . . .. .. . . . :.,­ :.. . ..., . . I . . .. I . . I. .�. .F. . :. .. ..1 . , I I I. . , -1 .5"',....iq�(J,-A',,�, zt',�, I . ,�� I* ... ;,, . . �..: :;�� . 11 , �N,`Ij,�V. Q�11­­ � . �t;i�ttff:�1N'i; - i",j�kr,�A _ii '�19,!Q�A�,, hl.._�ii-1:iiA,-.JIT11'1'1�,11 ;X�,�J !4),g, �1�,�%15 1,,.�,',!.;,�,Ii�,,���, I:— q I 1! . 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I `�' , `,-l ,,�tt, _11�,�!'�,`�­i� , :t�_:.: --Wood Structural Poneft , . . - ��_g `�,l � i 1 T ]' � . ,lod &"edge/12"field . � I 6: ZU f,"t" t"T " . PI-)i4i"I"il .:.1,11,�,,j�qj�'­�j�,�!- I,,�i�,,,:.ytj," -,'Q,!iL� .; . . ,,," J,11',�`�iA,.'�',,;',,-,,, _ 11 . ,',�7L�7`.�!�'� �, , . � , , , 71-_�11;§ C� 7�'. �; - J---- ��=irs-1"�,**/V jr at! . . .-.K!fta1R"9�!! . � ?�J.... .,.-i�.� I. . ­ �.. - :.�. ::. .:­_- .,.,;I.... . � .... . .. I .".... * i ':1; .-..�I ...:, 11110��;,:,.­: ..� .:.: . :::, , .­ ..... - . �I�T� ­ , -. .. . t �,, ::; 7:.:;i!! . :: .111, .. . I ..... I. 'I.:. I ...�':... .... �: . . r than 1" . .. Pi . I 1. -1 V".1 : : . ­ . .. . I .. . .... .: , . ! ri-,: .I ­. 'i�.� . - " - . . . :i:.: .�! ;,r . ,:..;, ; :.�. ,i, 14. FIREPLACE SHALL HAVE TIGHT FITTING GLASS DOORS&OUTSIDE COMBU a __.... _V.. , " .1,4P "i;.J�dl! ..... Ir.:.:* �. -­:..­ ,;,.: , " ,", .:.: .1 ... ,... %.... `:"' ",*i': ,* -J STION AIR AS PER ECCC OF N.Y.S.. ALL DIMENSIONS FOR ,� - - . .11, , � I ;::., i :::1i_ � ... ­ ... . . I 1.!:..:�. '. . � � t, - . i-.- �. ir:­. .."... t. . ... .. - 14��' ._,iji! ,.;:Y:,..! ;.!�! , . -": , ' ' ­ 7....- �. , - " *. ::A' :�;Prl * 41"-ir:, li: � ' .1 :� i . . i?,X,18,7,',I,�� ,XU,1.--At1 �,V 1,1kr,J'Ii,-,�1:111 M1 1� M! 9',��45,.M M I�i.:­ : , , . - ­ -, ______ ,. , . ,LN T 1, : -1 . W e--,r S 4.F " A � .1S*.::::::!i-.� .';,*_ii�!:,i, !': n': '�: : ; . . i - . -1 %ti'-,4',L"," j.;�",j,ir� .�,J%­,i �". ,� A ,o;t � i I '! A,*21�,.,',� -_�d_­ ", � �V.­ ,,�r�'.I I XIT"-A I . , ,� ". _ _A p', I I , . - . ­ .- * I - � ,_ I. �i �I . : !:��;�' -I"��t:., -���� a 6 inches on-center at tfie panel edge.Alternative nailing 4chedules shall . . 7:12-11t].2 ::, � :��'..'.- _-.__.,l a requirements are based on wall Sheathing 11411101 I . . .. 32 2 2 2 2 3 3 , 4 4 5 6 . .poot I ;fa4 : .:: ..:!%..%......­ :%_- ,. 17". 7 ..... :.:..;..�. . . ,! ::.-,.,..:. ,. .::.. , . .. �t . .. _:1.7 11,�...i":t t ::�.t :: - FIREPLACE,FOUNDATION&CHIMNEY ARE APPROXIMATE&SHALL BE COORDINATED WITH THE CONTRACTOR. INSTALL ZERO- 1.:;.i:� 1 * .:1: .­ii�: .. %. . . .. . .. . :,...* .. . .,:,:� ?i . . � �Z.::�: .. w. . : ..., ,� 1: . 1077:��!- 1-9 .1 , :i I I:, 1 . ., . I . ; i.. t -�., ,. .-�i- .. .::.",: .. : . . . ,;:.­ .. _:..� -�.. ., ­ . :�!�:!:��*�i:.-*!!�:�l�,�.���.:!;. . :!,��:���i!.::��� . . 1 .111 :_. d.. .... :. . . 1 _ .. . � I :. '.I . !::_!!�:. I . . . �­­� �.� . ; .i:.: -��,��!�:� ,::-..!Z- ,­­­ . . . , - I .... . . .. .� . ;��I. * -­!I :.!:.. . I .. .;,::�.I.p. lw,...: . ,:.,!" .I ...t . 4 I 5 6 I 7 .. : ! �i,.:"'.­ i:..T ,�r :I_ 1: .1. .. . .. � . ..... . � . be Id here won sheathing mining is reduced.For example,lff%�all sheathing Is nalled 3 Inches on-center at the panel edge to I . . . 36 2 2 2 . 3 3 4 . I !::i : -- :,:,.. -_. ........�I. ..... ., :: . . .!,�,.:���i!:::�!; � , ;: :�;!;� .. . .1'. HAL STED IN a r 'i� �� - .� ,; `I..: . . . . . � . - . i�..__ ­'��i�Wi._ _. . �1:::1.i: :� , .:..,;i� !!.: ,0;.;�! . �:,. 1...,:. :: A47v __ :.,::.: I I . .!.. i.:,- : : :i.:;�.1.:..,. �, UILT FIREPLACES S LTE ,; - .. . . , , .. rc:�;ql=-P., ': -i�i::ii: � ..... 1 . , 'Zilld :I - :. ...... . CLEARANCE FIREPLACES MEETING ALL MANUFACTURERS SPECIFICATIONS. FACTORY B. I . . .­.% . . .�:::..j,:7:" :...... .. ... : :: . � ....%. . 1: .. t .�......I�' :7 . .? . . .. I . I � . .� . , . Igher shear capacities,mining requirements for;tru .. . . . . I. . -6- .-E-_�- ___ . . .: . , . 5=04� 11 . .,. .. : ...:,.'i.i.... .. I .� :1, i� : � . . . t:;::: - : `���::::�': ,:: I:!:, �. . r. :" I . I use ctural members sholl be doubled,or alternate conn cto s sholl be I �. 0lii0p:5r 1 ..:.: ....:!fi�!! IT.i� .1. I-­ !. : ob min heir . . .. . ...- ­__ .­-, I ;... ��471.04.... .L. ­_.� , i.....-;::-:: . "��::!'�:.: �� ;:�i I I *:1. .1 1: I:.: .. .� ... ­� ,­ ::::. ;it�.� - 11, . " ...1.� 1: . : -!: .:, -..i;i :`i .: !_ I . 1. ........ ;:t"...�. .� ­.:.. . . :. ...?�.. ­.�` ,: :. :� . - . .. L . .1 . ."' . . . .. . , ... ... - L : ­ ...... : I., . :!1:-, . %i:.;it!. . , * .. . . . . 41: :, T- -. ., 6. .. .. .r i ­ i ..�. .. ;1. ... ,.: ,::� . .. - I .., . ,�1�,:..: ... .1 1. : - : .. : t L, . ..... . CORDANCE WITH UL127&SECTIONS R1004,R1005&R1006... I . . � . used to maintain the load path. ; . . : . �:;:!:.L:-i !! 7; : .i . 1;�:�-,��:.�::�.�:.:�!�';�!��!�� : :� � 1 i .: . ,.i !- i !. - ­...�!:i; !:!ti.: ., . . . 3 when wou.sheirthint be continuous over connected members,the tabuts led number oi nails shall be permit Ind to be reduced to . . : ,14 '.154:1,i:91=7141�z �� i:. � .. ­ " . .. : : .Z . !� i ;, ;; .!*, . I AC . . . . Table 9.9A -Rafter/Ceiling Joist Heel Joint Connection Requirements . . I .:,:" .!!::: ..:--�,;�Q 4p,::-4;;-0af-4,-Jk IT. ..., , - ..... ... -.�i*tz.:t : . ..;i. -:!` * .t..�. . .:; - I - 7 , :.i.- _.­­q. .- :'i. , :,:1:.-::, . . . . . I . `Z:i!1_i'i;�,!: ,:��­.:.-.1 1 I..":�-�-,- .: - I - . - ," :t- :. . . . . . . :.I 1: . .*:i.- ... -: . I :�. El 4 . .., . . . . . . � . . . : I - ...�:,.e :1. :..... !..i:�, r: . . . % . d: ;�.�.� . . ­ r I.� ::, ::........ :. :... .i::i!;;J��'!'!�E�:;N,!.,�i :.,:::.:41:::.:L1,.�;��:,:I-4 .. . . . 11. ,:­. ;i.:i :t! :::.::: ,:.,J 1.4'I - . � -­ ._-­ : ,.�. .it. .. ,::.._ , i,:!:: ,�4::!,:1!::,::!.;: : - I . ' � . . . I . . . - - , :;-, *!I',.*!. ! .i-:._.:.;,�­; t. :��`., :..;,�., ;.; . : �!:�::C 47A , . ;.: .. .:. ii.,i .:T I o�i..i,...I . .. ­ ;.._.-:1;: li,;:` J�!;*.!.*_... : ili...�. 1. i.I ��it.: . ''! - i . . .. J: . . . . . ACTURED BY'ANDERSEN'-400 SERIES;TYPE&SIZE AS NOTED ON PLANS. .. .. . 1-16d non per foot I . . I .... -. . . I . . .. �:::-i :-:!;:i�­. ...4_/;A '' 'op : : AV , . �; ,��.!.!,�. .: .: .. ... : I. . BE MANUF - ­­.­ - -9 . . . (Prescriptive Alternative to Table 3.4) - . I . . I I .. . `,i'. i�...'.. 7�doilv - �:.­Yi�..:i,.!'11i:1:,i ,!:.:,�I.. ::,;1�!.,:� ':1%!::�i:iii:`;;�!:;�: - ;.! '.:I: ..,:'t !, ,:�� i .. . . . - . . .. . . : .. ....: - - -7 -- .­;.!;i . ---,;iir .." ..-,� * - .. ... �:.:!:..:f, - � . . . .... I 1., ... I I _!; i...!;- _­: 1 .::. ,.1., � .I . .. . I .:�!!.��:`!�1,!lV:!.:;i�;;i!..,:i- -�::!'. 15. WINDOWS TO I . . . . .4i :; " "I" - "­"- ' .... vv� . ,­.. ... .. . �1; : '. ! . . . . .. ;:.1 .. .1. . .. 1 � , . ::,:, - , .! I � .. . . :,;:" _I L."'. . . .. . I . . I . r . , 1308�di I . . . . .. . :i�,;:!:`-. , _ . �.1�...- .:.:...71��1.,�.' :. I:- I % . .. ,, :;."....i:,: .i ­.. .'.I .��..:.A . ....;I il I I . . . rulation Connections(Ainch Expo C . :1 � %: :1 .. . . I*,i .:. : .:Ii!.: . . ��:.;�i:�i!;' i .i,;:!;L-:��. . ':i .i::1!:�!i;::!!; � ::* ,:.'..;, :*:il . . I . � . . , : . :... .:.! ...,;::-:;.`�:,.,` . ; . . I . .. - .;:. . ­1..;: :., .r " - . ,1 A !.i . . !;...� .i:,!! Table 3.28 . . . . I : :: ....: :.-:`�;­1:�::;,.:..'i. ..:. ... 47.,. .. ,:!.J ,- *: i�!�:i-si-*::�t. . ,­ - , ,4 ....;%�-�:��';;:T�� ;I� i :,r:-!.'- i::* . -�i. .:: Bottom Plate to Fou . . ;1 .1 :.isi V, I ;:,: t :�tl*::,!� - .. . . I v. :1: :.:.i-. ,:"-, .... � -:��, . ...... 1 . �!-::�1.,i t4-.:. i.t: - - I.... I - ., ... . -...;..._. ,!:,� 'ji.:�i: _:'11; ,�,i.!.� 1". I .. I . . Roof Live Load .1 . ,GroundSnowLood . . � . .:Y� . - . -i .::.. ;...;T::.!!�-N:� .:,!.It l� .::--*".I * 1:. !- -;�x:i:ii: , . .:1 :!: .. - '': .. I.,,".'J.. : ......: : . � . . . . :. 1.: .�;:��;: . !�:!;: : . . . ... . ::, -..-:, ..-:i: . i . I : :::. :.i i:_: , . .. . ­.. .:...:.:�...... ­!.. -.1 I � �. ,. . .. . ... :., ­.. ... I I i . .1 . . ". . . .- ... . :.....;.. . .. ­. I.i.4..Z. �.. *" . -,::.: -- * :t-.:, I ii ,:,�.. :. ri.- ;: ..::.:! .! -::!i: j.,�,! , . - ... .. .: .. : . : : . 1� .. ....-:411'. � : .:..�: *'­ , ` . �. 1. �.. :�.:::�!,Li i:�;.:.�:...:. I . . 9)Resisting Lateral and Shear Loads from Wind I I. I - .., ; � .. I ! . . �­ ­: :!.I�j.:, �,.::-:�: ... 1:.;;1.* I J �'.. 1. . ­.. :.:.: .1 I .. . : :.. .. : .. .­­ I , _,, . .. .. ... .. ...... ..: .: ... 1; . :...::.�% -,1.I_ :".. ... : :. : .. . .. . . . .. . . ,. . ....I. . . ...I ... . . .!. , I. . . I . "........ , 30 PSI . �.. i T::: . .. . '': ... I.- Li.i.::� ..j- , : li�� :i;!::i'.i�;.; i,�, il�: ,: 16. INSTALL BRIDGING BETWEEN JOISTS,MAX.T-0"O.C.. Bolt I 8 and 20 PSI . I 50 Psi - 70 Psi .. . . . .. . :�::.,;.:;:..�_.:1.-..:..!!:;!.��: :;,:.:, .; ': ; ...:. ,I . � . . I . . . . . ... .I. I— � i - .. ,. I . I I . :;::� i � _.. :* ::'' . 1 T;i :�­ . .. . :. : . ... 4 ... .. - .. � . T... . .. . , .. . � - . . . ; :­ ­;.: -.:r.:::::....� .. .....1.I.:. : 1. i.i.1 I . . I � . .. (Prescriptive Alternative to Table 3.2) .. , - ... . , .. .., .1 ... . :... :. i, 1:i... �*. n: .. Z: !*1.:;.-_ . : : .,:.i ti..., .. I ,) �. . I � . . . . 1 . .1 . 7: ", , . ­ !!:�!,����:�:i!,::�!!!i!:,:*;'�.:��.`. . : : .. i..,::'. .�:!; .1 .. . . ;:,1 i;t,t T�.,:. .I- . . I . .r : ":..: ...�:1: f: :.: �. . : . 1 ,:: ­­ :. I : ­­.. ..t . . . . . .... ?... :''. .1-F.."1! .... ..: .: . -­ . I . , .. . . . ----------------L_ . . �. .1 . . . ... t . -�_; � ::i, : !� .. . r:.... . :W:1 . :, '.. . i:: ; . .. : . ::::',­.:� : .;�; "* , "' , . . : � . I I .�::�:! :!".: .:* 1�.' .....: ... . I . ... ... .. : :1 : : . . i�.�:;:,�.::!! i :�":.1: ,1:.,.i.:. � - , � . I. . .:t....*.:: ......��­.. . I. . . ... I I . . - .. . t . . I �* .: . ... �. - - . . I. A� :, ... . i . . I ..; Roof Span fit) . -7 �:.-. ..., -..-- . . , : ��: '': i ..�, .,!:!. �:"': .­- .: ..* . :,� ::: � . . " . ... . . , . .. . . I - '.t - . - ..­ ...- . .­: - ::.!I. . :!., . . I � . . . !. ! :,:T:. ..i::,.:: .� .. �: !1, ; . :. .:�F.:.:. .!:��., . i:.1% . . L. . : - I 1� ::,. :!.. ­ . ; %. .: -t.I I,..i... ..;.. ... .... . . . I . � .,Z:. . I . I . . . I 1V ;;­ , . . ....'.., ::­.­.,..;:- , . ". �. . .... I . .. .. : .. . ... . ...S.i..:i... _.... . .. ..._­i i.'.�­'%..�":: ­ . . -RE P UM. AL :. �. ­......... ,. .. . . ­., i.. . . . ... . t. . . . . .I. .I .1: . ,,:% -, . 1:-- !. .. � :..".., , , j.;:.Z:�.!�!:*:.��! !�:1: ..I�'.i � ,. .. :.� �. :.! . . ;.... i:: ., !: -�� ..: .�..:. 1 i .: I . i . TUBS&SHOWERS SHALL BE COVERED WITH 1/2"WATER ,SISTANT OY S W L BOARD. ­. �.....­ ., .: i : * - ­ .. I . . . I L . . - . I I I , ... . . I .­. . . .1 .� . ...� . . . - . ­ . . . e. ;....i:, . I ..."; . �," .!.­ ;:1 . l:. i.. - I . .I d,.: .. . � I I I -!* . I . . I ... . .:1 ... .. . . . I � . I � - i .. .: :,. . . i :1��] .�.�, . . .. . . . � I �.. .. . . I.- ,e_. : r � : � ., I I . . . I -12 .... ,.r. ,...:.L. .... . .%- ..:ii ,.:,:. . . !.:.!,-,I,.,i:.;�.: ...-:.:!;:�i:w. in: . � . . . :. ... i.: :;. :.. .. 1. . . . . :­.� ,:,, I. . . . I. .: . .�! I I DING ALL 1 24 1 36 1 12 1 24 1 36 1 22 1 24 1 36 1 12 36 I. � 1 . V ..!. .: . . : . .. :... - �...... .... .i . . ..... ...I 17. WALL SURROUN . . �.� . 1. I .;i_ i .I .i . :: .., . I . . , I i . . . . � . �i!;::�:���!�!:��.!t.i�! .. ..I . . . . . . . , ..I.:.. . !:... . . : .� . . . . .. .. '.. . I . . 1 . . : ... , . , 1 . . . . , , " . I I . .. . . : I.. . . , . . :; :. . . For Exposures 6 IL cond all Wind Speeds . . . %. . . . .. . I .I i_-- - Z - .... . i : 41:::7�­.. Irw 0.,!.� : ..." 1: , � 4 �. a ;i . � :: - 11 ... 1. t , 1....... : : :I- . . . ., . 1 , , : .�. :. t:.r. : .i ---: . '. : 1. ., ..... .; . : .:. : � �_:i. ::-1:.. . . .� - . .... .. .I . I I I . . ... . ..:::.� . .... . ,. � . . .. .. I �".... I I , . . :1.-.�:.: .. . __ . :.:1.! _ "" . . . . . , - . � .... .::...: .. . I ..:. . , : . n actions ;..� .. -,� I I t'::....7!i:' ..:.�': - - - - - . .� .1 .: � .:::: :­� i: �; I.! - : . I . . . . . . . �.,;i.:.1-,:: ,:i �.! . , .: - .. . on or 40d.Box Nails par Heel Jol , .I . .."... , . ..:: .. I : : . : :... . . ...� I.­ . .I � . , i .. . ''.., .. .,; .:., ......� V .�� . . .. I :1 . - I i 1. - ... . - . . . .. . .... 1: __:.''. i. . _.,L: L'.I .1. I I . .. �. :.. . - 18, ALL GLAZING SUBJECT TO HUMAN IMPACT SHALL BE SAFET Y GLAZING. TIES INCL U-DES BUT IS NOT LIMITED TO GLAZING IN ;. . ...­:�, *.-.­! . .. , � ;1.�J. :� ­ I . :: . . . � . , ::. :9,.. , i. .. .. �'i . �. . .. . .. .. -I . . 11 : Rh6r I ' ' % .213,419 . I... ,. . ; -: !,.: . :� ..­ ... . ...... . 44 ���� . .. . I :., , . . .. . .:..i . .., - i lw�sxImum Anchor Bolt . Rafter Slope Required Number of 16d Comm ' nt Co n . .. �1. . ::.... ,!: ..:!�..'��i.IL r.��`,:� - -��:�t��Ii�� � I.: !..,i. . . . t :: .*,:.. :- :i�.,i. I. . ... ... . .:. .I :. i. ... .. I ..... . 1. ...... I .1�.,,:- ,� ;, . Anchor Dolt Diameter fill.) spa IIIN On. . . .. : . . I �­_..C.,­ .. .r ,i :­ I i �. .::.� �� :.. .,1 V:0 . '.... ..:%: ���J���!� N'i . . -� ... : . . I . ".. :: �. . - .. :...;. . I - L I -: � .1 . . ... . .I—. . . . spacing(in.)""". I -- . I ­.. . 1. ..."'. � .: i; .I.-:*: .: . .�:i:i:.�II!,.:._.;0.::i.;.'., .., .. .I... I I _ � .. . .. V .. I:— .- ; . .. ... ..: ING WITHIN 24"OF DOORS&GLAZING WITHIN 18"OF FINISHED FLOORS. SEE SECTION R308. .1 .i .­ : .. I. t... .. _­ .. .. . . - . .... . .. . . . : : *:::'!.�: � ..... . .. ...., 1 :.;:. I . . . . . r - ... ;. .!,.!:.::..:. t:,:!�,., . :r . . . . 12 3 s' 8 3 6 9 5 9 13 6 12 17 .:.� .:... .10 :.z ... �1!iri:�;:.��.��!!1�,j�!,,:j giiiii,r . - I . . I . :::!;z " :� :*. I - I I - i .1 . -.1'.. . 1--.-.: ......: .!.:.:...:!! :,".:._;�.. -.1 i�.::,i:;.I ... .. � ....:! .:.,..,* ., , . I ` ..t:I:.:` . ::: :.. - t!.- :,.� 1 ..!­ $ . . � � . ! . .... ...;. . . � . ..., . ....�. !:1:!i:!10�:!.;-,:-1.. *­!'. . . ;­ ::7.,::i:**. * :, . .: .:..7,;i i , ..: *:: ....T:.. :..:.. !." : :- - . I . . .... �% . - : �.,�.. 'L., .­. . ... . .... . ! -,:::i; � .. ,.: ;.......; . . .31 . ..�1'!�:..:i:1,:i:. `�;,171 ::i .. . I I .. : ..": , ';. . ', . I . I :� . ..... : ­­ . . . - . 1: - . . 1,; . . :::,.1. .` - ': 1. .:- . :_ 11.1. iil. ,.:,� . . . . , , . . .a . . . . � . . .. ;:..I ': ; . t:, :-:.:!.1:1. . .T'. . ..., . ;I:..::. I .. i... . . ,i... ... I ... :*t ... ,.:. 1, . . t�:i.T.�,i,'. 1.:.;­, :�;. , .. , .. � 112-! I . 4 .7 10 4 9 12 6 12 17 .,a 15 23 " .. '.. : ::. i !:'.:�� !-. ": : .- ;. am-Mom -1 - P-m-1 � :�,1 :.:.- -� � . ,, ,�,!,"::.* .. _ - . . . . � ... ...... ... .. , ­: - . ::1. _. .�; :., 1! :;..:::.- - ­- .:... :. ...-�,i... .. 1. .:_ . . . ., !. . " ____7 .to ".. . :;:­i!:��!!� ..ii;��..`�.!`-,,.;!;��:,.�.. - ,�� .i....; r � - , : , : :! . . - - 49 - - i.: .:,.%.:T':-..:.:.:i; !,�:, .:..*i i , ...1. .�:,::­ ...:!::. :4 .,:: . .1.7 1". .T....._ ..? . ., - - . _... .. . .. . : .. .. . I :.... "�I";;:i�!. .*.::. . . ' to . �. , ..�:ti.; :;!..;.... - .. - - --- __. ___-_.-. ­_ .:1 � . - i: ". -� I i ... . � 0 �: - :�' ., : !1� . . ; I - . ..... ... .... �... :. ...­ .. i. . . 5/6"- - ___� 3;12..-� . ..... . .: I .Z. -,: .I.I.. ..r I . . I:i..t..!.­:; . - : . ,.., , ... , : .. , � .1.....�, .. .:.,. , 1.......... ...�.�.....I ,.-,:I.. . .. 19. INSTALL SINGLE STATION SMOKE DETECTINGALARM SYSTEM&CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL .. r I :.­ :V.-- ... . '.i:":;::1i--,ii� ,i::, , � : , �!::� .;::1: _=_�� i - I I. . :'.i� L' !: : :i.!;�!:�.: i.:�i!�,:*]_ ;_il .: �i�i!i;��!!i��:��:� ..;., . 3 - .. . . . I:... : . . . . .... . . ., .. ..!., . .�.. 1�2 i .4.. -. - . : .� i - 12, 3 4 6 3 5 7 4 7 10 - 5 9 13 .... ::. . . I ., 1, 024 I�.. .. . . i , . .. . . " :. �� . ., *_ .. :.. , . ". . 1: . '. ... I.: :-: ....,i":�:. . -7!,i"!.;�'.'..-�:.:it;,,1"i %!i`*:�... .I V,J V_ ,. . . I . i ... : . . .... I ..t:...... :. I��:,.,;; �.:.i�::*.;.,'.!I:.;-:�, il :.;,: ,� UTSIDE EACH SLEEPING AREA,IN . I I . . I ....I. . . . ���i.- ,. ..... . , 1 . -.::.:...: _Wddldb:.. ..I : �:!�iri!.�:zil;.1-i!: . ; I ; . . ;.*.-:-..,i:.!,: 1'...,t- I I , -..:., ..... .1 t.I. i:. .�.. ­­_ � ,. , .. I .. �� !, :. ­­ ::�...:.:i:..: _ ., , . ::: :. :: . .1 . I ,STATE&LOCAL CODES. SEE SECT ON R314&R315. SMOKE DETECTORS SHALL BE INSTALLED 0 ! ... . . :.:! : !:!.�.' _.�:�'. _ :. ..; : .�.;,: � , � : :4 . .. - . : ,:. : ; :. ..::,;.:,:::i :;�::::�t;;::,:_!.7: i�;:�:�:.-!;:-* : z.'t: :% !_*:.�, ...., . ..i: ; w: I.. . .. I ..: ...'.. . % __......I �1::::i .. ;i. - ._. ..... - i I.. . . . .. I ... 11 . . ;.; ., rolts are based on assumptions In Table 3.i. - . 3 5 8 3 6 9 5 9 13 6 12 17 . -:.:M :: , ,,i.- ;; �:- :!.i.:: - ; ii:.-:,4]. -1 .; :t....: .:...!:.:I il, .:7: - I:: � * : ' i : ..� ... ..­ : i: ..:::!�... . : . i:::.:'.- .:. , . . I . ..... �: . . . ... ..::.i i.: :::! TERY BACK-UP. :,*.:: :.%::,. .: _: ,;:!�.!!:i!;�r ...M=,.�:.:L�. : 7 : . � :r- . .. .�'. I . . . . . I . I ' Prescriptive 11' to I .... . t.. . % ,:,;;-..':.i':. ::%.:� i:�.-1 J I..I .. 1.1�I- I...i. .. . .. .I. : i.: :, i.j. ..14.. 1. ;.403 .'.�i,i:::.:: . ... . .1, . T I il n;; . I . , ....: :. *­.. I � : 1:` . . . . . of , . . ....4. :,� .;�::;!�: , : !,:::::,:. '.1 �::��...I -:. .. . .. I t: :,�.:.'.11 ., :1 -1 .� . :.1-T;;*::::: 'i..1i; . .: : : : ; ,: .m, 0 ipw. I . : ." . ­ : . � .: - -: ,, * ` * ,, 4r -_---- . ;� ­ . 4 7 11 , , .h:..::�.....;. : I .1j. : . .. Z ��:-.;!ii,:i�;�i:.!:��;�!:� i! �-. ... . .. .:..1. . - .- . � I . . .. . : and sheai loads,the maximdm anchor bolt spacing shall not exceed '. 4:12 __._....._ . . . .. .. . -- ___ : ... .. 1.,.!..:: .. I C,I-ii;�1.:1:ii,i:.;.�:.i1:1:;._:::.,i: .:.:..... 4-...... .. ­. I .�;:��:�:�i� �� !::.:i! , : . . . .C::=> _­___­___. EACH BEDROOM&AT EACH FLOOR LEVEL INCLUDING BASEMENT. HARDWIRE ENTIRE SYSTEM WITH BAT . !i�i � . I �t *..::::. .Tt :1- :ir� :i 2:::.i:.�::: : I.: . i�.- � .�... � _ - -----.I- - ____.­­_.______ ' I Z !.�T....'.. : i 1 i)-i ii*�:li: i;�V. .... . I . I. . - I . .f _i�'-la� -4==> .. _,I � ­ ...- ... _��� --- . . ;.. .1 I... . - � - .---. s-5- ..-.-/ . i When anchor bolts ire used to resist uplift,lateral, , 3 4 6 3 6 B . .� . : :�:;?:'i�::;i.:!:i::.!-!:.!,;_.�-::�!�i:,...'1,:..'!1 1i;:!4`E'!'�:�:.,Y!1:­.�iA :6i: ;.t! ....i: i ; ;.._-:-:!i: 4 ,�:!i�_--ri....,01 . 1:11 ��* -;,:!*1"'., . .: A===,-L-_.e--<_=--7-- --.-- ,.,,,/ ------I-- _141 - 54:;� . 3 3 5 ... ;:1!ii:-;.t!. i. - --= . loads(Tablb 3.2B). For other anchor , ; 12' I *.:; _,-Ii. .�.. : * : ­1�- .-� ,!:; :* . -ii� ..._­__.._____­_ -:--.--- 0. RAILING HEIGHT AT DECK&BALCONY TO BE MIN.36". ALL BALUSTER SPACING A MAX OF 4'. . , ,. . I .. ii:.:..t..'...:i-, i:i. !! �_�:,:;.. i. � .7: : _.. -..�: .:.. -- . . uplift loads prable 3.2C)or lateral and shear . i4 I . . .. . .. I I . . . . .1. : :.. ---I------- - ­­- 2 . .. .. ...... J welsomom . .. i'. . 16 6 . 3 5 11 5 9 . ­ . :. . :i':j;i 1: 1::1 L.-;�,;!,:�;;i!!:.i;,:;!:�;:i,i 1.::,j.i 1.. , 'I". ;',..... �_�: 1 1:': ,:, " * : ,; .. :iis.------.--­­ �­­ _­ I $7rzeariearA R 31;M - � . . the lesser of the tabulated values for I I , 3 4 . ? :": .....::..:: I.I �:;fl,:*:!�:: ..:. �..'.`%1.::t . ... *��i��;�il,j!:;,;*;.�i,!:� ! ,� ::. -i:Qr - .111:11t I 1041,I.'..�I:::! -. ': :i:�z. , -1 --r---- -_ - -1IZ_ - - � , . . -t,:;:::;.. .­:i!�*��i��;�il,j!:;-,.;*;.�i, ,:� ! : ill`� . ::..: ,:� -.-.I-� . . . -.,.I __. _- _1. - ­_ I i , :!I:;::.:, - I.� -..:�!�."!t;!.J�-,'!.i:;,-��i �, ii�,� "." .;;. :: .. ... . .;:i: :: .1. .� . . : :�1 :: , � , - - .. - e-C_<_ � . _T__ . .5!12 _ ­ - . .�.. . . .... ::-�: . !.­ I ­ili ; ., �:. �, .: ­:.: .. ...1. .. : - r_-_1___Z�: -_ ,/-,*..-I- I .-_#_�f . . . bolt limititiohl;see Section 3.2.1.7 and 3.2.2.3. . � __ --.-..-- � ­.�,.!%::,r%.;,� , ;:. - .:` . C�1: . ..--. . . - 1: V-P-0*101 i : . . ... r.:: ��' ::� .. _A 'e,.14=:F __;e_/ . _____m .:i. :� .... . _ '... . - _�� ___��" -1 . 4 3 3 4 6 3 5 8' ; L. : ..i... !.......:_­.... .;- :: :: .V1.'i..i:. - .::::!::...: 1: .:1 ­.. r - I I . ­­ I Y. 1, - .!i�x%?,Ag� . ;.:::::...., I , , 11 .;:j .1.,::...:.::!1. . - -, ­' , , - -! . . . . - I � - ,� ,-r-i - 7)��-____ r .�#,_---_�� _ 'LOW . . A I r -,.:;�..�n,l ;: I :� ilt�.7i-vo-,� ! . _7 - -e:7�_ 21. DOUBLE ALL JOISTS BE PARALLEL PARTITIONS. I. . 3 3 . . :::.. .:!i.., :: : .. ... I.. .. .. . .7: .,.:: :.:*:i.;, , ,,; _� � . : Z . ::". ... I. ­.. ... .... I ­. .. .. .. -, _!��!;Zv.,Vr,e, . . - ..::.:i::::: 1 :-.1-7f il�7. j.;.,..j;:; 7 .:,i.n.:: .:,. I,: .. I - -_ . . . : ::.;;_::;.�.i -, .,::- .:­, � , - .::- .:� . . : . - I . . . . . . . 4 :�; ": , . !..:::I-t�:::­. ­­4... ii,:::!!:;�. .]!:; . , -:1. ......4 : ��.:: . . Table 1.2C gill or Bottom plate to Found;artlon Connections Exposure � . 16 3 3 5 3 5 4 7 10. : ...*1 -:-:1- _-.i;::.:.-::;.1 i . . ,.:�-1'-1.*.'.:!,..:.'!...:iL!:t,i i.. t .,:-� .::.:...;. . :.:: I - , . . 1. ....:i.: �, ... . . � I . . .. . .� . . .. , .. . . . I -'.- . .---.- . � . ­ .:; ...'. ... . : . .. ...... . .1.% !I -.:i:�: ,. ,1.1.......: : ::* _..:i.,, .4 . ­­ �: . ",-E ' : :;.. ,:.. _ ... .. ... . L, . . ads from Wind .1 --,. 7:12'. . :.:,... :*"::::::-1:r:!:,:: .". �i r:;j.�..!... .t-.-.. I ... - . . :, I ..I I.i ': . ..I .., . , . , ­ ::, - . - 1. �. .. ,.. 1: . .... .:..i 1: .­�. ­ I-, �--­­ -'--­----­----7_ii;_ _U_ . . . ...... . *,, : ._ : , .: !!�,7` �i:.i�,::;Iq;Kt t-;.1:;.n. :.!�,!:i:1i!:.:;::�­ *1 ... . ' 44 . 'I� ­*' , .:: *­ *:- , ..,;. . �;;:._".IL�� � __ . I I 41 ­ . . .­.­ .1 .1; ,-!. ..... 7::,Z ... 54:i-. '7:.:.;........;' ..I � . 3+3 ::t::_.-..... -i.::.:I.- .�.:.,-;:.,: ::.i:.! . _ ----- 22. INSTALL.A3/4 HOUR FIRE RESISTANCE RATING SEP TION BETWEEN RESIDENCE&GARAGE(GARAGE SIDE)AS PER SECTION . . I .. " . .. . p i....V; . i I . - ARA 3 3 5 .- , . , ;; :: ,.: I ... . - - �. : ..� 1 .. :. "­. ...� . ': .`.% -2 .r., v. , ,::,:i:l;i.!�::.]�I�;il.!�:Ii;!!lii;;j�: ": ' ::' I ; """ � ,. I .. -_ - � ___ I ­ . .. ..L::: .: I .;t;,!::..: �::_:!� ,. � .: : . . __ . - . ., I . ­ . I ... --..1:.':... :­--::. - .. ... . : : I... si :: .4::� . .�-. .�. ___.___-____- I -( Istinj Uplift Lo . �. . . . :. :.:., : � .... . I . : ..,t.4,:;11--i�: ,::;."..i:�;::Ii��:!:�L;:i,��l:!:;- 2'..:.:�:!:::�`: � � . _r - . .-;��--.--- ­-6-_­_-� --- - -.-----. R302.6. INSTALL 518"TYPE X GYPSUM WALLBOARD TO CEILINGS&WALLS. DOOR BETWEEN GARAGE&RESIDENCE SHALL BE SELF :* . �Anchor Bolts)Ref, . . I , , , _j_�� .. , . . .1 3 4 1 6 . : �l`0. . /36. ="Ink. . - ­V--.---, .". I . - 3 3 3 .3 ': I �z(=_ * � . .. . . ,. ...... I. .. . T.. i .: :;::!::t'4:!::*�*:,� ,. � �, . . _.. .. .... i I . li i .� I—— -4 ..._...­. - ­­ --_.__.._._._1_.__1. 6 to Table 3.2) - . i-�. I 4 . 4 6 3 . 5 8 '.:: - ., .1�:� :, . - ­;! :,�.... , i. .. 1''... ,. t i .. .__ __. - - . .. . : (PrescripilveAlternativ . 3 3 4 3 . , . ­ : ::. .� .. 'i ... . . I . . -_:_. _. . . - . I .16 3 3 . .. . . ... :. 0. ,.. ��::;_�,:::�!.:,�:!;i:.,. .::1::..'.'.� .i:.:. .- " . - 1:1 .. ­ . . . . ... .. .­ . I I I ' _. _ I 1:1 ........ I.I.: I 1:: :.; :­ 1 1:1 1:i.li. ..�..7 .. . I . � I . inn I 9 .` I. 9-12 . __- ..-I- =:�-====_� . ...: .. . .­ .": �.... - .: ,_.:;:: : .. I . J 1.: i;;i;:::1:''! :; ...... .;4..-t - I 1 ji '' :- -1-C.:r>1;4�i-,- --.--- . . CLOSING,TIGHT FITTING&WITH A FIRE PROTECTION RAT1NG OF%HOUR RATING. ,* * . . . . I . - - -:t.:! . I " " , - . 12 . .. . �;.�.:._ *;,.:, ­ .1. .1 L � I�­r, . . . . .. . .... . . .I , . �. . : . . .I-­ I . - 706-yr.Wind Speed 3 . . .q. ..I—�:,i t I . _...; - V t -_ - - I . . . , .. 7.; ..i. .X: ;.; .:!it, ".:,:: ... ..... . . I 1, -1 :.-i :y.:1 � . :!�;!��,:�.,:��i:;!�;-��[:': .�I , --.1. .:.: _:� i::4 � :�,!!::i!*::i�'.I� -�...;­�,!:. :; ,1.li i%..:*... .:�..: .., - _15 . -second gust(mph) . lbo i7n -,- . 3 3 1 3 . 3 .��3 ___ , . I 1. � ..;,: !� :i i.. ... . .!:*!: ;0, , � ,.:.:� . , : cqz -0.----- ­ -­­ -, W_+7 .1 3 3 3 4 , :i�:�:::i� Li ;i�,r_ _��5_____ . I . . .. I—.. . ,� � 1i .... i::: : . ... . I : ; . _ -..,- . . . � . . ., . i : . ­ .. ' ' _": . I ..i. . ­.1 :..1 i_�!*� .- - ­- - ___--.--- - - "'i __ __ - -. . 3 4 6 1. ..:.I . . L � ; :: :;­ ..i .. . � Z-.:'- -.;.:::i::,:. ; - ::::.:�.:::�:: �%A:::1 " . ::��-..*.:I-ild . � --e_­­_­.. I— -,�--,-__. . _-------. . . � .- . . . .... . ... * I .;. I . ::�1...: � :1,:i�:!.� .:,� :." , * ,;.", ::: -1= ,----- I . I �� - ; . ..::,t 1 . . .. , � . . : .. . . . ­ �. . . ­ I .. I. .. '11:.. - . . . -r=.--., ­­.__-3----------C::>V4 St��t;;;;Ii4i<;7n . - - .3 3 5 . ... . ., :.... -:..;(A ... ::�.:..:..�i�', i .. . .2;. . . . . I . � I .f. . 1 . ;_ - - ­ - I I- T.1. . . . ..... �­i .. -.--. _­ ­­ _­ . . . � I .. I I . . .­� - ____ � -- I 6-11 2.­ . 3 3 3 3 , 3 3 ....: . . . :i: :t.l:.-� '..1!-,:., ...I. :. � I.... OW�: X -:..! � , : . � : I -><-. s7t--I <=:::; - � - - - 9"RISER&MIN.9"TREAD. HANDRAIL TO BE 34"-39"ABOVE NOSING. ENCLOSED . 1. ::,.. . I ;;...�'��:.:..:-:.1: !._ ��:mr!. ­- . - t�w_ ._. .:., . 16 , I . I � 1 � : . � 4::�. �;:: .t, �: . ­., .­. .i!:.:­P!,!:­ . _. -t. . I .. .. . I Urn Anchor Roft spa . . ... .. . .. .4,-.. : ,� L. �:��.:�l-.,!t:�.'�--�!.:.:...;:-:.- - :,...-.i ....:;!:.. ­:.... . 1i ., p ... i . �; - . I :. � .:I::.:,: .. . .!.. ,i- �: -­. i . -1�,�_ .. ; , !.; - .... . I . 6 � ,:�. I . . I... ';:1:.1,::..:-:,.:- ,:k: - :.. -, - .� -:4 , .! 11 '40 . I I . 14; . . . . .1. . .. .. �;.: . . .. .:: .r.."I.- .. .. . . .1 .. I.:t .._. � 7 ....­:..... . .,., ..:.. _ . :. . . .... I= I_— ...... . ''. . .: :...- . ..i. .. .: .: . ..; .. �.:.....:*-*: . . I I . . .. , .. I. ,.19 ., ." i.:iT. . I I 11 USABLE SPACE UNDER STAIR TO BE ONE-HOUR CONSTRUCTION(5/8"TYPE X GYP.BD.OVER FRAMING). MIN.HEADROOM AT ALL . �. . . I : �:'. I . . .. .. . I � �.�- ::�.� :1,. � ,.:: ., I % � :� . . . .I I M .. I. r - . . Size I - i �!. �, ..: ;__.. . I � :.. . .. ,. ;­ .� Z 1;.-Z.,.. ,: ::��.'�: ,:t: ,.�. , :1 1.-::l .. %.. .1 Bolt connection Resisting . . - � . .: I. .. ­:..I.� . .::; .­ !,::�� " :...:...i ::.ill;.'..i -, -1. . . ­.. I . ..- - -.1 _.­­-__­____­__.- 9 -- -----.. . i...I . ­ , 1:. _. : I.:.��: .i:i.. .. .�::.:L ..: .. ... ..i:::. ii� . ; .: -1 ­ � ...... -_ ._Oii��CT . . I . . .I I . . ... ... .. . .. . . :.... ".. .:. ... ­... . .. . .. - . .. :1 I . . . ___ �! :: : . .. ...... .- .... . .�. t., I - % ,.. .::._,.:. . . :.6'._".:."I-.%. �: :. ­� .. : : I : - -: * ::*.,. ;, . � :� t . I .. . .. .. .�: --I'.,--,-- I—. _­ . ...­ -...--,. - _- . � . , , t 55 -_ . , STAIR AREAS SHALL BE 6'.-O". SECTIONR311.7.. IVIAXIMUMRISER8 ., - -==--ST'E Table 3.10 Roof Sheathing Attachment . : -::.!!i�; - .:; . -11------- - . o ' , - - - � -..- I . 1: . - , '' 1 3au , ! - I . 23. STAIRSHALL BE MIN.36"WIDE WITH MAK , sill or Bottom Plate to foundation Anchor Plate Fo6ndution supporting mixim cing In. , 12il2 . . . I ` :* : , ,: : , : " IV - !�:.�. . , � I . . , � I � . . . W :: � . I --i!��"3- -,-- . . .Requirements for Wind . . ..T I . :...i: ,:- Z :.: 1.::., . :�.:: i .. !: :..;" _! r;.;�I Z ! .: 1:i ;. .7�;,.iK1!:�!'.*, �:..]�:;� : ! :: . .... ­ r ______ .- . __ -- M Zones . .. .:. . ,. . 2 ..:.. .;.:-:.:.,!.: :-:,4 . :� .­­...., '11 .;.: �.i:l. �. * ! . ­ , :_ . . I !J, ..,.1. . . , : [� - ___A_ _U 1/4".' 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I Zx4 Interior&O"Cir i . : . . ___________�- . -,A ... .�. ...%�- - . . .i..:.1�-:I::".!� . :�, ::.,: �,,.I�:�:. !:::;:::�',"�-.'.i�i-!-Yi� i::� :::!,�,;;;::,;�;'.­::!t�:::,:� : .. ..: -.1.;..:; :!.:�;:��:..-�:i".r�.,:.::;�*::i.,�.!��.*!:!- , -,.2 11 , . ;. . ­ ­­ .-..-. ­_ --..-. . 1. I . . .:.. ; .­ t :!., -". ,.: . . - I - _F__T I . . _. : ..::. :`1 t 1:: !:. F�'�,*1�: :�A!I:*i:! .!:;hi,.�.:..*:,: :.::..::::: .:�- ,:.1ii::.*_i:::.... ,..,:., .17.. .. ..%.. I. .i :i i... : . � 1 , : ; , . . . - . . ----= 23 :- - I � .: . 1. . ­..:�': :. :i:::,: . :.:. . . . - . :. .� .1 t t ,;� � ::.:... ..i� ... . . . - � .­ . .. - . I I . , -ALLEXISTING . - C14ON MATCHING ALL MATERIALS&-- . .. . I . : .... �.�� ., :�-:1...:,` _::.i�:*;;:il!:�i� �;��, i1i.T�,!::-*1:;!:-i.j.::j i!:�:�117;�!::..":,:.�::::::..:,: I. ;Li -!!:.-'. .i.i . JI:.-I!, - " , . i ij I I— .. . . 24�-PATCH&REPAIR 0 &AS E . . : .L''�,!,!:.,::.:�'.!�::;�:.:�!.i.i;.. .:.:i - - , ...L. ..:.:,:.::;. .:, Z::,!,. . ... ­. 1, I I 1 ::.::, --..-.. ­ . . - I .:... - . . . .: .. . .', r I . . . I . - I __ . 110 ,IS ISO 00 Igo 19.� . .._:!;'.:.:.�!1.�.I., . . � Z ::4.i,�,!,..�1;.!;,i..,::t.Y!,:A ,::..1. . .. . . �. , :;2!::�41> -%-CX7^, . . I 1-3 storls!- . 410) 1 140 . ,� . ­., ::. . . . Uplift Loads . � d speed 3-iecond gust 11-Ph) I I I I : :..� .:,:"�:�: ::' . . ... ;!:��!��i� Tl:��;!!�!!i�!��-:- !�;j�!:�!,, .., . A * I. .,.1 ­ I'--- -� (_ . . a End lort-S I 700-Yr.win . .. . . It.... i:i:�::T:,�`:L: .::!��i:�:­. ..�i.:::.� . - ... . - :::.: , , " __ CONDITIONS. . . I ... .:..!.: .,:..,.:.i::,�.:I.:i!.. .1 . ­­.. ....Z i . .. '!�. I Or-I-17_7>1771 -V;l -;;;-=� . . . . . . 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I ­::�,[:: : 7... - .:T.!, . * ___ _.._._..__..._-1 I -_ .... . ..,.... :.,,. _ . 11 . .. � : I. _. . I I . ,.. . .!�. I ��...___ ­_" , ­I.--­_-_----. I _ '� I . . E I i I i:...,. ::_i�:.:. j..;�­,�.'!;.i�!,- , ::�;,.t .,:,%*�::1 '.7,.:!1!11' ! , .-�;.; a r;. .:.:,I � . .:!, . .... . _-.----_­ -1--------I � . 1.1.7, .: :. .: ­I- �­. . . � � .7FF :�::,.;: :' r. �::.i1i1!:!:`­­ 1 l ... ..i":..":!!!..:!.:t�-,1;1,::!!- 1 . %. 0 ;1 . �i t 1:� ..: !:, .t7!.:: 25. SLEEPING 96OMS&OTHER HABITABLE SPACES SHALL.BE PROVIDED WITH EGRESS WINDOWS&DOORS AS PER SECTION R310. ...1-7.... E I F' ­ , �.I :�: ,- .1 ..!.i! 05 . . . - __­_ ...T . .. . I . .- - i 1: . .. �.!L ". . ...1: ::.: : . . . 6 . . . I . - . * I . :. . I I . .. - . . . , 27 , E -i. . I ...- I .. I -::�:*..:�: '*:.:,!!�::�,!*.;o -­�;:,!4 i,. ::. :­�1 4:-4:1:..1.. ­ :: :: ­­:.. .-i..... .. ., ". i., . . I . . . , .1 III , .1 . : . ..* . I . .i :!t . :.i 1��.:::,.;.......� : .­ . ­ I ' , :r: ..... - . , �4 i .: :::;;;!�.;1:1:1 415 ..� ,. - .... .. :. . . .: . 16�.. ... . . . I . . . . 1 4 . . F .I.E ���� F E F ... I :,:i .�, , 71=:s-Ir-A-, '=-.' ..1,*C 7 . . ..... ST� .72 _1L_L_!i_L_aL_� . : � 1- -.-..:.:z . 11 . � :::%' : ..:" : , ;:.�;i 1 ;� !,!­:,�:. . _ . I .. I L, ... �:* -,:� : .1 ­ ­ -.1 t - .: ::1 . � . . � . . .! �. . .�. 1. `_ . . : ;.. - : . I. . . . . ­ .- ­ � . . . .1 ; . .. . . :�i�:....'. - ...... ;::.:. .. , - ­ . . , ,auza�,..­ .1 ,I .. ;* . I. - s. . 1. I I - I . . . . Rafter/Truss I . I - . ... !, ; : :!:.�!:.� ...::: .:i,:::..T--.:,::: * :I i.:, ::-:::..:;..:. 1 :T..:. i . .Ustmwl -11. "; . ,, I __1 ­­­.....'_ . I - ---------� __. __ _­_ .. ,fp1J'J1 L . .. . .. ; . I . .. .1 ,;,:..�I . . . .: -� ­ ... . ...I—— .-1 I .... ...._. - .. .� . .. ... . �:4" ' ' ­..­ . ....- . , �.:.. . I . .i-. , . .:.. : i:!,;! . . I .. . . ... .". . * ­� :. ..,i .... . . I ­ . . .. . . I I. .. � . .. . . . __ i Rafter/Truss .. .Ii.%. .. ..�. .. . . 1. ..:I:1:1..1!.n­.:�u .�: .:�:i .. :1 :. . - . . 1 26. WHERE CEILING JOISTS ARE PERPENDICULAR TO RAFTERS PROVIDE METAL STRAP TIES @ 48"O.C.ACROSS 3 JOIST SPACES&SOLID . . Framing ii-o'., . _ ,!I. 7 .. . L. i-��.1:!:.1;.�:;!;�i-9t;.;!J;:ri.. . .�::;.; . ,,:,:. I ... - .:.i:*.: ... .:*. .- ....., . .; ; - 1. . ­- I . . _..1- -.-- - ­.­ ___­____.__­ 1____._. __-___-___ ­ . . L-dr-em-gnts(Robf-to-Wall, I ri,ioxlmum Nall Spacing for ad Common Nails or 10d Box Nails(inches, ..z I .. . , . � ,;.. - �­­ it­i;,::.:...t :�._ ,: . li.I .I...-1 . . ., . . I .1 ­, . , �. , .i: �:: �:"Ill: :: 1 . -!� I . . . _ . r . .:;.! . . I... 11 . ''. . ... ... , -i . . - . . i I. I . ... I , I . .. . ; : I - ...­ I L . Expos -- : thing Location' specific Spacing(In.) ... .! .. � i 11 I , ; :,]. .*.._.!. . , I . I : ,:I�.K.:; Ift Strap Connection HO I , - Shea .. . ... I %,. .: .:.. ...! , !:i�!: ji , . , .1 It.: 1. . . i . 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I . . ...i .,... . .I Ta le A-3.4 . ;"', : . .J �::-::��Zi:i;i;,Y�!11��i�!�!� I I - ­ . ____ 411 - . Wall-to-Well,and Wall-to-Foundation) 4_' I I - - -------H . I ..: sl: , ... :.�1 ". .: .N.. ,..., -_ . BLOCKING I I . . Grzi a I . `-.1.1...�::.;;1:Z': -:1.1!. ­ ­.::­... %:.. * 1 ...... -1 ------- 77. - , _. _ --,-,.--.---.,----------- ---,--­­­ . 6 I . :� �!;.­� i"......:.- %'-.:! . 1:� . .., - , .i. .. . . ... . �i .I. ... . .. 1�., . � .I.: ::�: __ ; . . � ; ... ................1�1. . .� :i,i:. 2 ......... ,.;.7!f.:. ,. . �.. . ..�1 ir,­�I , �; ;;- .__.____._­­ 1__..__-____-_______ - . . . . . __ __ 12 . :. 7 .;.:::.. ::!.,:,,�:t �_ V 1. I ­ ::,i ..... :;.�:..-... .; . , .1 . --V10�1:;��. .. . .. - �!�!Y�'�i :��,!!�!:�ii!;:;!!;:�­`i." 1 .. i . �. �:,.:::1:.:�. ''�. . . .. ­�;1:, .! ,.-.;!:.;..:'.;'­�: .... .!i ii. : �i.7::.:__::, ..: ;!.::;.:.J_:;.!:t! 0...:..:.. .., ... ----..-.---. . I .. _­`_ 12 6 12 6 12 .6 12 6 1 . . .: I. i�:..1: ­:-14, . . . ., .. i . - . - . . �is.:.:.;­­..:.i...�. .1 . 0 t.�T�.!�ii:_­w..!.: .��1.1� �7.:. ::. " . ,:. . . . . . � , , I .. . .:it �...Ilxl`t.i�:::: . ::: :: .. . .,::..:: ..,�, � �1: . . . (Prescriptive Alternative to Table 3.11) 6 I FC- !fl ! HI : . 1 , ::: #_� .. i i.!�:li;,!. _ , ! ..!;:�:��,::. .1.,. .." .... . ., , 27. ALL DECK LUMBER SHALL BE ACQ TREATED LUMBER&SECURING NAILS,SCREWS,BOL�S&OTHER HARDWARE . 12 . I .... . . - 1. %."i:,:i.. ,::1. .. , . . .. . . . . TO HOT-DIPPED . ,1,I 1 6 P 6 I'll : 1111 6 I'21 6 il .. ... .-i :;. . :., ::..:::. . .. ::.­ ... . . . . . .41 .. ... � ,. 1. .. :: . 9 � , . . . ... . .. . ..'.. -A I �L..OT. . . . �, '11 � . . ,. . . . I �4� -i, --"a.Z. ...I .�1: I T� : I. . ......t. :... .. , . .I I I . . . . Sf - 6 12 6 12 :; �," , :.!::I�::% . A .:I �i,:i: ��.�...c?;,.:.:ti ..i i�;. .. I I -15P Is . . - Z � I . ;�_ ,Z . .­i.� .!:*.. . I . .1 . T.:,:.:..: :.�_:.!--::1.�.:,... % !i .;:i!i;::;;i � . .1�1::.;,!i�4j.�-, 111 !�:�..10nii::::!:00 �!:;:; I * :�:, i�::� ; . I ...... . . . ­­ :1�t:i.i: ii, ;j�.:!�ji. r� .. . ____ ' . ,.11ill�:!��1:1:;!i;;��.!�.�*!�;!, A,..: ii 0!**, ,1. : , ,: GALVANIZED OR STAINLESS STEEL- . I I . 121 6 12 6*il : ­ I 'i:.;-.: " f. I 1. ... il..4 i. : : - ..,:.i :�.*.::.. � 6 12 6 1 1 .1 i. I . �* �,-!i!;,-!!-1:.!i*.:.!1,T.::,:� . :....­�. !­, .i:i:i.- . .-:. .. . Dead Load Assumptions:Roof/Ceillilg Asgirn*DL 0. :: � I... I .. V 1; * . !..: :!..:;:r,_%J:iT:. i:��,; -%%ii:.;:�' *� 1;:�i.;:ro�:!:i]:;;.-% :,:.�i , .:%- ... .. . . ;i .. 12 6 12 6 12 6 '12 ,;­�7-1 I :�-:..::­.;.....: 'i . I . I . 12 6 12 6 I ;:%."i ::; .:.t -.1�:; : ­ ­..;... . ... ...­ I-— :4;�, t : : .i I :. .i�:���i�;, �. '';� I * . . . � 6 . 11 . .:..:. - .,:. i , CD;1*.!;��i�`� ,...%:. .... . i* , ,;.q.' .4..; . . :,�i.:. ,� . �­.1. _T.'... I . � . . I . : C. . ,::,.i:.:%., .. , .!!::: . . . I � I . . ,::1 ,�. . :.;, . T i i:.;.�. . �11. � . _.: 00 95 ii i I 12 6 12 6 12 6 12 6 , li. i :_N . ::r_ . . I .. �!�-;:�!!.;.. , .� ;ii:!.:!i!i;!i.1::.! . ��z:, L:. : . .ii..:!::.:.1�.:,::: ­ - . .. . . 12 6 .: ::!;.,,. ­.. . :... � I !. [,i:;:;!;!!!!..]:::� ;::11" " - :: ,�V 'm � . . . : _1=.- _.. 190 . . I ­ . .;.: , ....... ...­..�t­.� -.i:.,: ...;i: .i .- ;! , . . . 0 1 1. wind speed 140 .15 . is 6 12 6 12 6 V 6 12 6 . .,Z: : :�:.:-.:;�i,.!*..�­:i.,i­;Tja1id1e`�*, - llellli,��­!_- ... __, ,-,.-..-_ .-, - ­. t. .. .t �I . .. i;i:1..�. ,. _ � ­--I- - ­ - - .. , .:: :­. . ;­: :,-A:2! . : . � . . ,:�:.!!;.� .,!�.�:: :!:.�!.i::���.��i':�*::!!:,i!;E:]!,;.:.:,I �, .: i ..�-i . !.�::i':i.:. ,!:.�.:Jr.!::.:1 1;9101:� ::-�.� . 1:�.. i.,� : :,.-:!, :�-6!-%��---.-=. - .� ­ -i: Au" _!iiii.i%::�:;!:�.;i:F,�ilk..:,:.� .:. � ALL NECESSARY FLASHING AS REQUIRED FOR WEATHER PROTECTION&AS SPECIFIED IN ALL PERTAINING SECTIONS OF . . .:*: ...". !:. I ond ust :., . . � ,..K.I. ..''........ ,`E.m � -i 6- 6 6 . . .. . ­.. ..... ..I -t`1-��i:::9�. 1; : :, ..". �. ."r�.1.i. IiA-:-" : . . I I � - . . - 6 'i I . . I . : .:7...:: ­�:_ .;... i;i::. I .: :: :-...i, :��!:.Tiila�� i : ... I ---T- ___ 1._;4_155�._ . I . .::*:" : . 1�!�;!���:li �,­I* i: Ir � - "- t;;-s .-­ . 7 TAIL ' 3-F ph) k, - . ­!��",!,,� : ��.<I,--. - . . . - _:_­�7130�yr- .'j 10,� jig "120' 1 - 1 interior Zone . -0.42 a ��:.-_--Izz r__-;-..-.�__. -_...- 6 -.-=- 15_-.e�A . , �� . 'i 1 28. INS ,cond gust( lidan- : - 6 12 6 12 6 12 6 12 6 j2 6 12 9`:` .1 ::,:: , '. . . ... ;. -, .THE CODE. . . . . I , I. . . 6 12 Iz 6 12 6 6 6 6' G* 6 6 6 6 6, . ...... :1 :1:::..::,::,.. :.:;T!`!::-,-;i,:,!i:::!.:' !-7 6,;�:;-!!:;�::ji: I.:-. ... O.. .. .....'.. �:,.,. - ­ . . ...........I ...... , - ­ I. .: -- ...L.- ." . . .. . ...'..."... :­ - , ... ... . .. . . I., .. .1. �!� . . �i 6", :­ t�;, :-1.111.1-1 :­. .­:....::: wl!_: .7.:. i::::,! ..... - �.. . .. .1 I. -r.:i.L.:;:i:;: M�._,�:!­ .-.1 :, .,�.. '.. . .:.. ­__.� . . . Stre - ... I .::.:; . � . .. .. . .. 11 ..... . . . - � 9 gal .. * '!:��-.�fiil,;I,!:!�.*...,:,i�l��!T!..:,::;:.:.i.:-::-.i. ,.::.:f�:;.,..:-'-:�:%.'.�: -:­ . ... . ::.*2i:: . -Fro . I I� 6 6 6 6, 6 6 ,6 � ... I - �i�;,!:i! IQ ,"' :i*.ri;.` ,, .­ . �,;.-:i:C)�!���!.�!�::�:il ; ::i-I. . - . . . -----..-,----. . I I . I InEachEndoll-1/4"ItZ 6 12 6 12 6 .12 6 6 6 6 .6 C, , !:���.i��:!!��)��-.�'.��i!*..��,`.��. *:�!���:�::- �?::"':�!!�!!��il!;-_�!i;: �i.:,, :i:;;! ;�;�jxi;f!]:�:!:;f:.�: . I ... ....:1�;!��i�;�:�;i� ... I . . ... I - � . . _. . Roof trion ad common Nikils or 10d BOX Nails . 5 6 .12 j -- . !i:;:: �;0!1�i;!:!!` � ' ':, --S)i; ->- - T -14�­­-------­-:, -,-,--,---- - 91 ,in - - � - 12 6 12 § 1 6 12 6 ' `.!� !; i :!­ :,::.,::I ;�!.:�ii�*��:i:!�i::�;;�.:,I������!�i:.!�:�;:Z,!�i:�::.,::i�:.*,u - :i- T'- -� :,*:�:::;�:�-!�� 7;,:i:;!� !:!:I::.--- i��;:. , :�::.- i�: . r,i�� r- -7>.Os�= __... _­_-1 lift.) : . 6 6 6 4 4 4 � .:.::: :i...:.i.11�.;.:..i. *­L:i,�:!�-!��: �. i� ­:..­�.%i;_.W.:_F. .....� ... ...:.% :. . - � � ___.______ 4 ,I ::.,�::! ::.� :i::t:.,�., . _:-­.. : .: ____.___.r------ . . 11 I. . i ....- . .: . ..... . � - I 2 . �. . . .. -T . � ..4:t '... . .. 4c 2 .11 .. ,.. :.%:.i . - -- -�:�:Z`..`;�:!!:::�ii:: 1� .�� 2 1 . I 16 6 12 6 12 6 12 6 6 6 6 6 6 6 . . . :-.* "! . , ,i : .T ;*�' ;_:,::!i:�;.i!.:�!:,�i�i��:!:!I'.J.j,.:i:1:t - , * _e1_2Z-__1c9 29, INSTALL 518"TYPE X GYPSUM BOARD TO CEILING AT BOILER AREA. . ,:...�!*i!il-..�:::!!;�;�:i;�:;:::!;:��i;--:*%:: -'!�!;!:1:i;..i:!,!�i ..._1;. ��;:,_.:,:�... : : : . , .: .:: :! _% .r� . : i _ - - F . . . I � f 2 0.42 3 . .. : ... . . -1. li�Y��:!:*. :�;�. !... . ..:... �.r 1: .i,?:.:;.;T1::::, !�i!! .!`..!!�';�:!�!i : =:� - . , � -_%1h1____.___-____-_ Ing Spacing iln:)I I - ;., '..'.......i.... 10 7... .. ....�.,...,!:i::ii�i:!�:�*P.!!.i- : - li,;..,.i,�iiD�;�i!!;��tJ!i:!,!, , . .Z : ; . . I il . 3 4 4 6 6 6 6 6 1 6 6 1,� . . . .i i,:,i..7..' I.: i- ­: ... ­�....... - . : : ; . .19.2 ... 6 12 6 5 .6 - ,:.. . . . :__:.:::.. , .. I . .. . ,. . .1. � ....... . ,"" , , � '... .�.. . . . . . . .1. ., .].. 4 . . I . . : , ­., . .. . . �-­.. . -1-..,... :. ... 11 - . T ::: .,.: :,��` . ., I . - . .. : ..4:: .:� ;... ". I -:!- :�'::.11.:- I- .. .. . ... . . .... : .... .. L . ..:,:..." ., . . . . . I I ... ,;. , .. I I... . ... . .. . ­ .:.:. . 11-1 .:..,:, . ,, 1! 1, .. . , . ': __ :. -I ... . I. ":::; ,:� 'r�::," �.:",, , . . _ !:�, �:;� I � 2 i 2 3 - Perimeter Edge Zone - r.; %. ,;, , ;1 ,, ,,,, . I . _7_ .. - .:..:i. : ;.::!��.!!�,:,! I . " "I 16 1 1 t I � . , .1 tt . . I . I . ,M�',� I ' 6 1 .4 4� . . ...... .. .. , . *, . ... : ... - ... !::.� :�.: .:*.:'.�` . .f-;- 1, �, i� I. . . .. I '' ... . . . . .. 30. INSTALL WXI`ERPROOFING TO FOUNDATION.SYS-1 M 'T. - 6 6 . �� I . -.11 .,.. I ..:.,:!.**: :1. . :it.- :­:. ��.-:!1.!1!..._::-­ , '. ..:!*.*.:..._-;,.;;:;.. r::: .:i... . ... - . � I. .. .. ) ,, . '...... .1 .T. . .. % T ;: :.*..-..;: .j;: 11111 I � T ASPER SECTIONR406. � 111111"'.."I "' 9 . ,: . . . . .... ... . . . . . .. :,!:, I . . i . I .. - ., 1: '..'. i,.. .:. ,: 2 . ::%,.�!_......11.* �i -!� .� .:.. � ..1. ., .,.,. .1: _. ',%IN,,,*',,'. , :,:� *:,:,1,,! ...I. :�-'.. ..� I .11.1. : . ::. ,.I I . . . I � . . I 6. , ....I.. .�P...:, . .. ..... �.. -I . . - I . . t�ig,T,"A'Ari�'tW 3'.. , .. :,. - - . . . . ..... 1. I i � . : . . I . . .. -1 7 ....! � . . . 60.. . ..... V I '1_1` t.! '... . , ;- : .:!:,:!*.*.�.!: :.. :.,:.,:.. ..:,:. :�.��..,:S :.I � � ­­ .".INV...","Ob.: :: � , . .. , , *,-> = . I 111117 Z,'.."-,,.T",J . . . .!i;;�.!-'.5,"I .....:.:: ,! . . I :1, . . . I � (1"16-f- . '4 : :: 1. J l, '�"biPy�.�'�"' - I Gable Endwall Rake or 0.4 ........ , I "' �""' 11 ;:Y,511 .stakesTruis wlthuptol' . . . : 1:: - ",a,-1 ezp.z-.--0 r , ' ITe-,, " ' !�I �,g,'t ,�_,i, . r 6 6 : : � , i i lell, ,F , -11 . .; , ,� , ,� "I . . %04 il . - l �Ii 41 I '' �,� ", 01". l'-.5r.1.0 " , .-k - I I I 11W .. . :::.:.!:t.-.:j�,:­`. :: . . .. : " , ii-..:� . , .1 . I; ,.; - -W: ., I,.. . . . - .. I .. I .. . .. .... . ., ::.:,:,:.:;.:.!..:.: ..:.�: ?,;�� ;!,.......r j ,". . ;�:,L�..i;.�.:�,�:!:�:.���:. ::. ,i.��: " 'V, t � I 2hN S� , 0; r 4 .- -:1:,';::�:i��.' : .;::� " . . -�G CW V -, - �1"ii-"," ,, r . : , : .! ..:�:;.:,: .. ,�. , 111, I I,7i F T, , i� . , . � .A"W''r 71177_ 1O"4 7 , 71�,i 14t,N�Iri.­ , i", � 16 7 � � R,I : , , �, , ,�.Ilv . . ; q .<�). ..'� i4 ;T g'.-__ I 0; ." . ... , ;.: H �� , , , , � "T.-T - ------ 41:. :- :::,::1...-_; :.f . . , , , :....."Il,llllllllllilili.i.ii..j . . . .. I :­i�11- .. . � . :-.�z - � .% . ­ . ...­ � % . . . ::�i��:� � . . ;. : % - I . : I t', ..- .. . ... . : . 4 I ' .::.,*: �.. ­:­­ I. , !�:;ii�,!;,.,::;::!:!i�::.,:� - .i _ " m4x"'.,;1� =Q"��,�­ 4 5 6 . 11 ; Rake Overhang 0.42 . I. i :i:7: ::1�:, :i:::: :: 11::12 . :::_::!;:::2i.;, 31. ALL WORK DURING CONSTRUCTION WHETHER EXISTING WOR PROPOSED,SHALL BE BRACED&SECURED BY CONTRACTOR TO flx . , ':­­ 11; . :. . �.' ­ . - .. .. I . . . I : _.:t.� . . I . � . I I. :! . : ... .. . - , ; . . , �. � �.. a': . � ­­_­ I . .::"I __­ . :. I - ' � -! , . - . . . 1 2 2 2 3 4 . ol . ...s' ! : .., - t .:,...:".� .:::.! .. � ._::!:...:: . ..­. ..1. .­ ..:.07': ' -­­2;!:;i .. - ......��,-:::� : .� , : 1 ..I '.. 7 I � .... mucTuRE.-- . I , .. .1 . i'� ....... : :, : . .. ,4.::It ,!::'.7i.. � , . I . . . . 1 . r . ,..: .. .,�.. : .. : ":.. ,. $ - J.. PREVENT DAMAGE OR COLLAPSE TO SAID S . . ' I . I I - --..----., . -.__ ... .I . . .....,T.:!.".!; ....�:t: . . .!,!"::. ... I :.� : % : mlw* 7or - . : . . I * 5 - . . .. - --- i- ­ . .. ­ . . ... .! i... . . ..1 , 5 ,�, ;.**';!,:. , . I :..7 I . � � . 32 . 2 3 4 . I I . . _ . 1� � . � ,� .:: �. . I . . 36 ' 2 I :2 3 - .- . - - - ,.� . , ;� . ., . ... .:­ I .. .. . '. . .. 4tft 1 .......TV:* I . I . , ... .. . : . I ': . . . . . . . . � I . 1. . ­. �...I 1. . .. _� - , : , , -- t - . I . . I I . � J . . 1.i;.. ': : . I . ...... :,...,. .1 ,..:. ,� ... . � : . , I. : . '­ " . - I * . I .� :]... , . . . . ..� : ..'! ; - I.: . ..: . . - . .I.. .;� ;.��_ I.: �. :�; . % . ..., , .i:�.�.:* . , . . . . . :� .. .. . .. : . .... . . .. . V . . . ... .. . . . :,.. .. ... - -I%. .. . : . .­ .. ...''.. .: V . . . . : -;­.­!. I .. 1: . : .!.1 ...�.. .. ... Mt . I I . . .. ..... ... I . . :.;!, � ... . I ... .. . . . I � . . . . . � :::_ .. 4.; . � . . . . .. I : .�. : __ . . . .: ­ . : . 1:i: .I . :'. Table 3.11 . . _ :.:1 .. .*.., ,�.: -1. ., .. ­ . 111PAZZIt * 11`**eeee� - 1000 tld 7�' . .� : .... . : , - 1::I . , . .: � 77' ;:..:1"` , : . . ... . . .:. I . : :, '... .... ..... .. .., ..' ... ..i.. :; : ;4.ii.:.. ... -*� - . : . I .. .: ­_ � . -B .. . �" . -..: :. .:.* -"I " . , i .­ �� . . ... 1. -!i . ���. :­ 7* " - n . I .:. ':1. .. . . , . . Wall Sheathing a III Cladding Attachment . Exposure I :. I . : t.: .:,. � - Z . or� ;04? : .. - . . . , . I I .... ­ ... ..., .. I . ;,�, %...1 .. .. . -! . �;.,:I. :.:.. I I `11;�L DI "M ! -43.1*��:'BLOC3L-:05:-l:,!:,Ir,�MUWA:I I . . - I ­ .. . . . . . . ..., ' - . .;:: . 4.11111V -::::,.: - .: .. .- .: i!:'!;::SCALE.:I!ei­W!';P�` -45-ML - . .. . I . .. . . ..::: ;:..:..:..:: :... ::..: : i . . . -L :,: .. , : - : , - 1 I .. . : I. ­ . � ­ .. . . . I . - . . :. .. . . . . . .,:: ... . ".. ,:, - :! . 811 0 : . I I .... Rafter and/or C IlIng Joist to OP Plato Later : EXPOS I 00:' I Requirements for Wind Loads - . .. .V' . . ... .. � - . . u . . ,1 .: - . *. . . . i . . I. . e . . : ... . * , , : ;, v ,�; .... :..i. .�._,-.1. ::.:,:;% :::;.: . : ,:.r :i.::��;:j::.: -�.:... .­­. ...� CONTRACTOR SHALL CHECK&VERIFY ALL DIMENSIONS&CONDff1ONS AT THE JOB SITL THE OWNER WOR BUILDER ARE . . . I . . .i .. i ; ::..:.: 1, . . C. . " :-� :: :1, ,.: . : :. � 7 . . I .1 . , , : - . ..... . . . ..q.. - .. . I . . . .r:; ... li. ....�r:r..::: :�fl... ;:.:i 7;:::1:-:!�.�i:��::��:i::i::::7i.!..:ii - . . ....... .. . . ` '' ' �* li�.:".. i . : il.:,%:!�.� i:::;� I . � . � � . .. t .i ..., _. I .. . . ... ::::;IT:!.,:, . - . � . ::::`�iiiil�!!;*,!�It ii��i:i;�:I,i�.;;;1:!;;:::�� ... ..- . .. -, ,__ a le 3AA i - I . ..... . ..I.: ; .... . . . . . . . . :: : . ... .. . :� I .. ....'rV.-�­..-i.::�.: . ...:�:� : �- ,, .:. .: .:i! .:*:t;.':. 1 . . .. . . - ....... : , .. ___. ______-- Shear connection Requirigirrients .. :.:* ..... .1 .- 11 -�: :r: .1 � . 1. . : ,:. , i!:!!%..1%i1:1:;:i::;j;:::,�j,i;:;�:!1j::J!, . I . . � .. , �' - : , , _ :� . I . . ..: i . . - I-.. ; ,. . ,. . .�.I 2. ::­ ii i _ .. ... !: * a:::.. :1......1....�...­. . RESPONSIBLE FOR VERIFYING ALL SITE&SOIL CONDITIONS ABOVE&BELOW PRIOR TO ALL CONSTRUCTION. SOIL : . . ­ .. . �.� ---- -_ . . � . _ . , .� ; : .. ... I. �.;.- "...,.!.� r I � .F. , i ;� �. . . I . :,::,.���.�:,:.":7�t... ..........-,. 11.--...,...!'�­-­­_ I . ,. . .. : . . . .i . . - . I .. . . . . I I 1". : . . I 11 .. . . , . . I . . :. . : ..: , i . I � ... . . . I . I L. ... . . , � I. . . . � 160 170 Igo 195 , . ... � . . :*I'.: .. . . ..�� . %:.:..%�.. . .. . .. .. , �. . .. . . I � . . � , , CONDfflONS FOR CONS1`RUCJ7ION SHOULD HE TE9fED BY A SOELS ENGINEEM . . . . . I ,- .,. *;..:. .�'' � `�:,. ­ .. . .. : . .: . I . . . .. . �:: - . Ilia 1 115 . � I . . I. ... .i. I . . ... � . ,� .. I �. _.. : I'! .....* ... . . .. . . . . . . ' 'I :.; . i .� . (Prescrlptivd Alternat . d gust 1-Ph) , I I I I I " ,� .. : , , : ': .I I. L. �...... i .:: .1��� , ., . ::i '' - : �:: : , I I. I , . ' , : ... .. .. ,r . : � . � - . � . . ... . 11 ---------------- ISO .. . ,: I I Ive to Table 3A .4 70o.yr.wind Speed 3-secon �120 , . : .%. . -.1 .. ... .� ,..:t: .. ..!:. .. ''.., :...... - . . . . . I �, . . . ... . .. i : ...%..,": 1, .1- .. I.. .. - .� . . . :1 .. . . I .. .. : , I . - - I .. . . � - - --- -________ - - -_-----_ -_-- � _-_ .. . . . . . . --i� . . . . I . STRUCTURAL SHEATHING I : .� -_- I . . -_-_-_ _ �- . I . . . I . : .. ''":17 � -1 . ISO 1 166'.1 170 1 280 1 195 ,;, .. . . . . . I�'! ­ � ., _. ­ ____.r . . ... --------. __.. . . - . I I . � I _. ... 5�5.yr.;Tvind Speed , I:.=, "- �,3-. 40 . � . � . .. . �� IF r r E F I , . . . - . . ­­_­ _­§ffC�TON_ff3_:f4__ I ARCHITECT RE,COMMENDS THAT BUILDINGi DECKS)PORCHESoADDITIONS&FOOL LOCATIONSBETEREFIED BY LICENSED . I (Ii I . . _E I F I E I FL T�P, �� 1: - . - . I . . . . . . . . . I . , 4I .- . . � .. .. ' .� 0 -3 . I I . . I . I .! . .,. . SECTION P303 . . . SURVEYOR FOR PROPER SETBACK REQUIREMENTS BEFORE FROCEEDINGWITH CONSTRUC110N. . . 3-14c d ust in h __ Nails or 10d Box Nails linches,'.0 . . . . .. . SMOKE ALARMS - - .. I nalled) . stud Spacing Maximum Nall spacing-for Rd Common � . SECTION R301 - ,. . . I I . . ... . . . . I . . Wall plumberof It common Nails or 10II Box Ndlls 1711! 1,2,9,4 ; SlAtthing Location" (inches,o.c.) . I I . . " I I I . I. . LIGHT,VENTILATION AND HEATING f_ " Rafter/celllng Joist Height . Joist to Top Plate Connection . . . I I . 6 12 6 12 6 12 6 12 - -DESIGN CRITERIA .11 :�-�.. - .. . ---. IR314.1 Geri Smoke ala'rms shall.comply with NFPA 72 ' . Required In Each Rafter and/or Calling . 12 . I, 12 6 12 i2 6 12 6 12 : . ` .. .. . . . . ' le roorri Habitable rooms shall have an !It3h.7 Stairways. . I. . - ARCUFFE C7f RECOMMENDS THAT ALL RVAC 8z PLUMBING RUNS BE VFMFJZD BY SUPPLIER&INSTALLER BEFORE BEGINNING : .­==�, . ! 12 6 .1. 0 V q 1Z 6 12-1 . aled'Vertical and' . R303.1 Habitab . i . . . . CONSTRUCTION TO INSURE THAT THE STRUCTURAL INTEGRITY OF ALL FRAMING MEMBERS ARE NOT COMPROMIS D. . spacing(in.) * ft., . 3 6 12 R3011 ,&p*plicitliJn. Buildings and structures, and parts ' 2. At:interconnections between conce . . . . and Scctioh Ri 14. 1 3 3 *lazing area of not less than 8 percent of the floor *Width. Stairways shall be not less than 36' . E I . . � 0, I 5 - at soffits,drop ceilings ggrcgal�9 . . . .1311.7.1 ' , I . 2 ' 2 2 3 �. :5 :,* 2 : 12 6 12-* e'reof, 'shall be constructed to safety support all loads, hohzontal spares such as occur � e I'm . a I 2 . . 3 . 6 1 -?. th ' . . . . res ms.Natural ventilation shall be through win- the per- R314.1.i Listings.Sat-bk ohii a shall be listed in accor- � . � . � 3 3 3 . in . of such roo, inches(914 mm)in clear width at all points above i I . . nd carbon mon- * 12 1 . . . i 3 _�__ 3 .I I I . , - b 12 I 6 12 6 6 . snow.... - And cove ceilings- . . : ' -oved openings to . . dance with UL 217.Combination smoke a VERIFY ALL DIMENSIONS-ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. - - ... . 10. 2 . 2 2 .2 3 3 3 . 3 5 . . . 1 6 1 2 6 12 .i� cludirt'g' de'ftd loads,live loads,roof loads,flood loids, . Is room oxide' alarms shrill be listed in accordance with UL 20 I I . . 2 -1 , 3 Perimeter Edge Zone wind loods and seismic loads as prescribed Vy this rers at th Op dows,skylights,doors,louve orotherapp? mitted handrail height and below the required head . . . a 2 - � . . 3 . 4 , i - I . . . .. . __ I . 3. In concealed ipaces between stair string e lirs pr . '/2 . . . . . I I :1 I . 3 3 1 . . it code.*The construction or buildings and structures in occoli under St. the outdoor air.Such openings shall be provided with ready height. 14andrails shall not*"oject morti!thnn 4 inches � . . . 16 , . 10 . 2 -2 1 . -� . and bottom of the run. Enclosed spaces bess or shall otherwise be readily controllable by the build- (I 14.Trim) on either side of the stairway and'the clear . ona UL 2034. . . I NO PART OF THESE' ARCHITECTURAL DRAWINGS SHALL BE REPRODUCED OR ALTERED WITHOUT WRJTTEN FERMI I B . . ­­ earWalf . !Ic . I . . . SS ON Y - - �.... , .. . _ �_-- , nd below thelbandrail Iti R314.2 Where requir RAY DONER,ARCHITECT. THESE DRAWINGS&DOCUMENTS WITH TIM UNDER YING OWNERS NA - &ADDRESS ACT AS A .. �6- -.-._�__. . i Shaer Wall Asisernbly Allowable Unit Shear CHP8cltles,Maximum St dance with the provisions of this code shall result in A System . shall` mply with Section A362.7. occupants.The cipenable area to the outdoors shall be no( width of the stairway at R shall be provided In 9=.-=. . . . I Table 3.17D : I .and ShenthingTypil%Adjustments ' . co . . . � . Ing . ed.Smoke alarms . ILL ME � . . . i-and Shear' . . Exposure 0 1 � � Segment Aspect Ratios, ,.. . that provides a complete load path that meets the require- ' C chblcS d less than 4 percent [be floor area bring ventilated. including treads a ' . . - LEGAL&BINDING CONTRACT BETWEEN THE OWNER&ARCHITECT. . . O�B* Shear Walls lesistingUplif . . . . I `f loads from t .4. At openings around �eitts, pipes, du is, or, . of . nd landings,shall be not less than 3 1Y, accordance with this section. . . . I . . . I . - . .- -ishall 6e Table 3 . . ".. I . ments for (he transfer 0 heir point of origin . . . .. . . . . . _._� I . . . . wires at ceiling,and f)oor)evrl,with On approved mate- - - . , ' inches(787 Trim)where a handrail is inst;illed on.one side pro! I . . . i ... ... I through the load-resisting elements to the foundation.Build- iooms,water closet compartments . . tion.Smoke Filnrin . . . � -. . .11 :a . ches(698 mm)wheric bandrails or. -BAN,-BAY OR SOUND ARE IN THE WIND-BORNEDEBRIS REGION REQUIRING (Prescriptive Alternative to Table 11.4) .� I I . __W; - � .. . e f name End products of R3033 Bailtrooms.Bath - ' . 614 2.1 New cofistruc . . . . 11 ings and structures construcited as prescribed by this code or rial to resist the free passage 0 hail be provide'd with aggfegnte glaz and 27 in -e provided 1, videdIn dwelling i1nits. ALL BUILDINGSWITHIN ONE MILE FROM THE OC -17, ;. . . 11 I ASDUnitSheai MaximumShear .SheathingType .. I . Illing this annular spocel !D 6thex similar,roorns S 2), . . I I . I - � .. I . . _. I "I "I I . 5,� I . . . . . both sides. ' . .. i ' 14 -111 ust(Mph) 11C 115 12C :80:1:1:1�_ . . "I capacity of wall Wall.Segment . deemed to comply with the requirements of this section. i combusiion, The material r Ing sita.!n windows of not less than 3 square feel (0-3 n) . . .. ' R3114.2.2 Alterations, repairs and odditions. W1-7 I THE GLAZED OPENINGS ON THE STRUCTURE TO BEFROTECTED WITH CLASS MEETING THE LARGE MSSILE TEST - Adjustment Factor . I .. . 01 . . - " . 0: . Aspect Ratio_ ______f . . . I . . -it Occur, ,CERTIFICATION OR STRUCTURAL SHUTTERS WITH ATTACHED HARDWARE AS PER CODE,OR ON RU V PL . . eed 3-seco __ �'�`�!," . - - . shall not be required to meet(Ile ASTM E 136 require- . . I . : . ' ' e . R . 700- r.Wind S . . , ;�7 7 Assembly(pill . one-half of which must be openrible. .. Exception: The width of spiral stairways shall be in i requiring it pe * :�W . . . Top III Bottom Of- I I � . I , ' 'i!j �.`Ii '�..........!.."".',�!�.!� _-1-4.. Nalisandspocing � I alt'rations,repairs or additilon C ST CT P YWOOD PANE" . . .. . . . I. ; . I �' EnerloeZ7 St�,j .��.,.i�i�'� . � Ind Seismic Wind Seismic . R301.1'1"Alternotlye provNions.As an alternative to the ' ments. . . .. I. . ... ' . . . .-e . r moms are added or created TO Pl�OTECT WINDOWS AGAINST WIND FORCES AS PE R CODE R301.2.1.2. SECURE PANELS TO RESIDENCE WITIi FASTENERS As Wood Stru' net Shear Wall . I 41, Requirements Wind Seismic R301.1, the following standards . . I. . . accordance with Section R311.7.10.1. or where one or more sleeping ctural Pa . .,:I I . I requirements in Section � Exception,The glazed areas shall not be required whet . . � . . . . . - . Panel Nalling . . 2's Interior wall Sheathing . . . ",,"""Ill'.. � . :- - . .5. For the flieblocking of chimneys and tireplacdq,:sic . vided. 11311.7.2 Headroom.The headroom in stairways shall be Ili existing dwellings,thib individual divelling tinit shall be PER SCHEDULE TABLE R301-2.1.2.. OWNER TO MAINTAIN rANEILS oN-sim I . . � quirements . n I I _. .I pre.permitlied subject to the limitations of this code and the . . . artificial light and i local exhaust system tire pro ' ' . # . Fte Requirements I maximunnRoofspa (ft) . . ign is.used in S ection R 1 003-19. I . . st rites shall be determined in - not less ihan 6 feet 8.inches(2032 min) measured verd- equipped with smoke nlamis located as required for new I . I . . . I . . . i . �. . . 112"Gypsum Wallboard jUnblocked.12, - Sdcoolernailsr too joilill 1.5:1 1.5:1 limitations therein'. Where engineered'drs of cornices of A I . The mj�imum local exhau . 'lly rrom thli sloped line adjoining the tread nosing or . . ' ' . . . . . . e ' tw th . c divellings. NOTE: TERATIONS OR ADDITIONS TO 'THESE DRAWINGS & Nall - . 9 I' .. . . . o_fRmijy dwelling is .Exhaust air from the a - UNAUTHORIZED AL i . Shear all ows I?f 1. . maximum stud spacing 16"on center 7"edge spacing tionjunction with these standards,the It sign shall comply 6..Fireblocking . accordance wi Section'M1507. _._:_._.- . ' ' ' ' ''' . . . . .. . . . Sheathing . . . . ........ ._. ­ff _. . `: *.*i I -- . . . . .. *th the Inteniational Building Code. I- . ' . - . I .. . . from the floor surface 9f the landing or platf6rm on that 11 be iiiitalled in the fol- I Spacing , . ..".. i4�� . Mani S6 I -N I NE W-YORIC-STATE EDUCATION LAW. COP S . . . ___ ;&..' Mr. , . -'_ " ­­` -i -it go.gaiv.too Ing. I shall be exhausted directly to the outdoors. I . . R314.3 Location.Smoke ,7 Nails .. '._"." ..�.......I,, '71, ; wi required at the line of divelling unit Separation A DOCUME TS IS A VIOLATION OF THE . 4 .ked I : I . . . JE . Nailing * . ." . i ... I W thiathinj(910c. ' I . . . space . . i . portion of the stairwaXii, . . 'win locations: ** . . - - . . . . . . . Thick . . I Inj_ . � p: �'dktdrti _ `.�I�: nali,_-3il edge$'pacing . .. . , . . .. . . Ttctio 0 1 1 Fireblockint mat intilatibirt. Where. _. . 10 . . ... . I mass . - - . . .. . . ... ienter.l.. ..,!;.. - I ! � I __ - . I . 1. AF&PA, Wood Frarne Consti n Manual R3'2.1 J crisis.Except as provided in 11303.4 Mechnrileal ve the air infiltration. * * _._ 9 I OF TAE SE D' OCU'14ENTS NOT' BEARING THE ARCMWIS ORIGINAL SEAL& . 0 �_or 4 1 .. I me . . .... . . . trend a It rlsc�s.Sini treadh and risers . . . __TfF6'0§B It Common I * 12 ...iils . . ...1id `-mtii: I . (WFCM). - . .. . . . . Section R302.1 1, [am , ire cc ng shall consist of the' rate of a divelling unit 4 air c tinges per our or es * * . I, In cacti a.I.ceping room. . .I - . -, /8111 I . . I . se6ti6a. For the pur- . - I D IN ANY WAY UNLESS BY'WitMEN . 15/32"plywood - .. . r i .3 ,-­':�"hd'ili i ng I . I I Framing- . following materials. � I tested*ith a blower door at i pressure of 0.2 inch w.c(50 Pai shall.meet the,requiremchts of this immediate SIONATURE 8HAt L NOT BEVSED OR COPIE . . .. � . I .. . . . . Nails @ 4"Pa e . 6 I __ 12 . I . 9 _­­­ � �_ '__ _.. 1 2. AISI Sttindiard for C61d-Fiinned Stee . . . thi' section, dimensions afid dimensioned sur- 2. outside each separate sleeping .ores in the . .. . . . ... . . I ' ' . . . . with lipecles of, . . .29 -;-, .- ­- . .. . . . cc' ,,, cc with Section N1102.4.1.2, the,dwelling unif poses of- . S . - . . I CT. : . . . . . . edge spacing and 9 it 36 36 - __ __ I -- . . . Pres�ripdve Method for 011e7 and Two-f6ridly 1. Two-inch(51 thm)nominal lumber.. . in a Ord n . vIcWty of the bedrooms.. PERMISSION FROM THE ARCHITE . - ..., .. . . . I __ . . . ' facri sAall be exclusive of carpets,rugs or runners. . .1 - ..._. .._% - _.... . . 2 . .36 R61 36 nommoomm, .------ -_-_ I . . . . A be pro�idert with%�hole-bduse mechanical ventilation in . . .. . _- -----..- . . -_ plies having .' 12"field pacing . . mo� : . . . . . Dwellings(AISI S2�0)1. I . . e'of 1-incfi(25.4 mm)nominal turn-. she . . . . . . .. . . . . . , ' 9 . -_ ., ..., . I - . .____�__ I - I � .. 2. Tw I It M 1507.1 . . . 11 .. , . n . . .. I GkO 49 - - ­_. .1.. - . . . - . . . . . . . .. o thickrkss s . .. I accordance with Sectio . . . R311.7.5.1 Risers.The riger height shall be not more 3. On cacti additio at star), of the divelling, including THE,SE DRAWINGS ARE IN . ... .. .. . - . -.1, -1 . . . . j. ICC Standard on lihe Design'and Construction of ber with broken lap joints. . .. .. . I. - . . . __ .. 34 inches(196 mm).The riser shall be measured basements and hcibitable attics and not including crawl . . . . - -, � . 11 .-_. . ­ -.. I . . I . I . I . ---. . I ... 400) .- I . . . . .. . I I. . .1 SECTION F1310 , � . . than.7 . ading 6d�cs of the adjacent treads. spaces Find uninhabilabl6 attics.in divellings or divell- COMPLIANCE WITH THE: . . . . . . . . � . . log Stni6titres(1(2C I . . 'thickness of 2-11 Anch (I 8.3 rimi wood struc- . . . . I I r . - . . ­ . . . TABLE A402.2 1 . . I .. _... ..... . . 3. One . 32 . INGS vertically between le . ing units with split levels and without an intervening ., . . . . ' . . I .. ' *. '. ­. . . , . . . I . ___ ___. . . , . . with joints hoc 4 "/12-'nch (18--.,3. EMERGENCY ESCAPE AN.DnESCUE OPEN The greatest riser height within any flight rs eni.levels, a*ii-oke .term . . . . ­_ �, ' TABLE S301.2.1.2 I TA13LE ni(11-5 TFD'LIVE LOADS . I . . __ . R301.2.2.2.1 Weights of materials. Average dead ke .by. . ofstai, shall etween the adjac . . . MINIMUM UNIFORMLY DISTRIBU . � MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE . . tural panel S . door b I . E . . . . P"I lep.11111 It!I!I SiFIENGTH*(Q-;� - . . .. I .R310.1 Emergency ieperipe and rescue*opening irequired. not exceed the smallest by more(fish%inch(03 min).. ' .cent, I :B"IiS PROTECTION FASTENING -. - -ED compnESS;VAE ' r . 1,60din I -WINDUCIFINE.1) L PANELS"'" . I ...' ..'(In pounds_p!r square loot) ­ . . 1. . . . . . . .� I MINIMUM SP011 . . - I .loads sbhll not exceed 15 pounds per squRie foot . , mm)wood tructural pne-'s . .. . . _ . . ' - installed on the tipper level shall surfice for the adji 0 2015 Intemationa g Code . . .SCHEDULE FOR woOD STRUCTURA . . . . I . poleollgilb !. . . _�_- . : Basements; habitable.attics End every sleeping room shall e tr'ad depth sNall be'n . 7 - . . . LIvE LOAD . Weathering . -. . . R311.7.5.2 Treads.Th e . 01 169s, - ivel is less Ilion: . . -FASIEUER SPALANU(If"I'lls)­ , .1 . . usi . I . ITE CONST.RUCTION - , ., ' I . . I pn)'ro' the combined roof and ceiling Essen, . iL-One thickness ,of 3/ in�h (19.1 mm) pirti0eboard ' .. . lower level provided that the lower I I _.-�_ _'..- , . . . . . TYPE 6.R I.OcATION OF coNem! Moderate . bevels , .(720 r . 4- . have not.liss than one Operable emergency escape and iesdue - . 2015 i,ntemational Residential Code I - I also 4 I '110 . . .. Negligible . ., ! * I . . . than I 0 inches(254 mm).The tread depth shall be men t . I .. . Panel Uninhabitable allies without SlOniga�. . . I (on a horizorital projection)or 10 pounds per . he tipper level, . . . .. . . . blies with joints backed by 1/1-inch (19.1.mm) partic c- , opening. iere bascifients con(nin 6ne or more sleeping planes of ihe. . o i ne.full stop),below . . * . . � . , FASTI�NEn Type spa.nS panolopon ponalopen . . . . .2,5 %.. ... I . .. . . . . , - W1 . .. . I Is 2015 Interna 60nal Existing BuIlding COde � I .. 6 a feet 20 . ased to ihe weather 2,500 2,500 - ;; f6ot(480 Pit)for flobr assemblies,except as . . . . : - . sured horizontally between the vertical ..6t lEss [Bali 3 tcet. I . 4leat 5 6 feet Uninhabitable tittles wl0i limited sloni Basement wails,foundatioilS an!Other concrete not eXP I . . board;., . 6 . 4. Smoke alarms ihall bF- . - . . . . 2,500 . , S17c 'on R301.2.2.Dead loads for - : I . � rooms,*.an emergency. sl e open.ing shall be . * ..Installed n ! - . 2.500 2,500' 1 il er limited by Secti . . foremost projection-'of adjacent treads and at a right (914 mm) horizontally front the'door or opening of a 9 2015 Intematlonal Energy Consemation Code . Ro!8 Mind s�rcw based . ed stairs 30 . ierior slabs on giode,exccpt garage floor slabs -- - , .. 5. brie-belf-irich(12.7 mm)gypsum Ii - . r�qulrcd in ciach-sleeping room. Emergency escape ohd res- to ihe-Ir id's.leading Mige. The greatest [read . . . I " 16 to a . . asement slabs ond in I . I wails aboVe griide shall not c'xcerd: . . . I � �e a, .." I anchor with 2 . . , . .3,000' : . . cue ape . ' ' ' ballirriorn that contAins . -hichembedmcril . 40 rid olher vrrticnl concrete . 3,000'- . . I in "' flight of stairs shall not exceed the a bathtub or shower unlesi;this . . . . . nsement walls,to . � , Ohe-quart 'inch(6.4 mm)cerne . . ' g within a � . emation, re Code * . . 2,5 ' ' d : nings shall.'opert directly'into a public way, or to a 0 2015 Int, 7/R � ' tidalion wails,ext6tior Walls . 00 nt-bashd millbooir . depth . c'Marm * . � .. Balconies(exterior)rind decks' . . . � .. . . . I ' ,6. . . er- . . . . e required by - . I I I I length . I - .1 . . 720 Pa) for . I - - I . I would prevent plar ment of a smok 0 2015 Intematicnal P10mbing Code . - I 40 ork exposed to the weti * I . - . I. I. Fifteen pounds per square foot ( . I � . . , ' . yard or c.ourt that ppens 1.0 a public way. .�m '!�y,� than'I.inch 0.5.mm). . . MAR 3 AZO20 . I . ­': . . . . ­_ _i�__ �� . .. , . . - . . I Fire c5cripes . . 0 , , mineral wool or glass fiber o . S ­ __�_­..-_.- ­- . . . . � Anchorwith2-incliembe . I . . . . . . . . andirdils.Ha- - &i . 201 5 In tema I . . _ No.10 wood screw based . . . - . 3,00(Yi­' 3,500' exterior light-ftame wood walls. . 7-B penings.Emergency *' "' ditictit 16 12 9 . 200 . orch,,,,,,O,,,,,.,,b,,,,(Iolepsr:xoosedtolliewciitlier,atid gizrap�floor 2,50 � . . - �.__. arts or ,an ets o R310.2 Emergen.cy escape and rescue 0 . Section R - . . . Guards and hundiallsd . I . . .1 . . . I . .. 0 Pa)fbir . other approved Materials installed in 'Such a manfi.er . . 113][13SH' ndhdls I be provided on not . . SECTION R315 0 t1onal Mechanical Code I length. ', : � .- ;; I fabs- ,-%. . __ I � ' I . escnpe.nnd rescue openings shall.have minimum dimensions : I . . . . . .. . . . (Itiard In-fili components' 50' � : . __._.._,_____.__. . . ___ I Fourteen p6nds peF square foot(67 . as to be securely retained In place. : . . less than one side ofeach continuous run of treads or night '2015 14ernatibnal Fuel Gas Code . . . . I . I . - -- . I . . . Iis section. . . . . . . CARBON MONO 0 . � . . . XlDt ALARMS 14-inch Ing screw based anch r . - ._:_====:��� . exterior ligbt-trame cold-formed steel walls.. . . I * as specified in it . . . . . . . . I . . � . . . : _d n rdance I . I . i . . . 8. Cellulose insulation installed as testr . . - . . a 2015 Intemational PrQp�rty MaintenanCe COde . ". ' I icco I with four or iIpore risers. ; .: noxide alarms shall comply with - 50, i . : with 2-Inch embedment length . . rallsenger vehicle got 9ce . . 3. Ten poprids per square foot(490 Pa)for Inle- R310.2-1. mininiurn opening area. Emergency End .' - ht, measurid verti i R315.1 Glineral.Carbon mo .. .. . �. ' ! � . - . . � I - ' . - . , . i . .- I ---r- . . . For Sl�1-Inch-25.4 min,I(nol-3- ­v �-I 40 . .__ . - � . with ASTM E 119 or UL263,for the specific appli '6penings shall have it net clear opening of R311.7.8.1 Height. Handrail heig I- section R315. 7o.,National Electfic Code(NEC), 2017 edition -0.4,11mls. :. . . Roo,nts other than sleeping roon.is . . oritted Shear Wall Adjustments . rior.light-fr;�e wo6d walls, . cation. - - "' , - . . .. . escape rescue : cally from theisloped plane adjoining the tread nosing,or ' 0 N�PA . I i . inillepabour Igo 111rh uttininii design wInd speids,V�,and n 33. 30 3.4.4.2.2 Perf . . . . . . I . not less than 5.7 square feet (0.530 Mill). The net clear finish surface of ramp slope,sball be not less than 34 R315.1.1 Listings. Carbon monoxide alarms shall be : 201TUn1fotm CodeSupplement . . ' . . a.This Itible is based on . Sleeping rooms . . . . When *crforated shear walls are used, the shear wall I . 4. Five pounds per square foot(24.0 Pa)for W.e- .. . ..1 Botts or blankets of rluiral 6r glass quired by this section :shall be I . .11 .. . . p . .. . ' R302-11.1 opening dimensions re '*). listed ill accordance with UL 2034. Combination carbon . � . " light-frime cold-formed steel walls,- . I . . ni . - nor ...- . -yation � . f6ol mean rooffielglia. - Stairs 40' length relidifements in Tables 3.17A and 3.I 7C shall be . I , fiber. Batts or blankets of mineral or,glass fiber or . inches(864 mm)and not more.than 38 inches(965 in 5upplement to the NYS Energy Con5ei . � b!Fasteners shall be installed"I nProsh,g e lids of the wood structural panel __ ._. - . . .... . . . I obtained by the normal operation of the emergency escape ___.. .. ---- I . monoiide and smoke alarms shall be listed in accordance . 201 . . . Fasteners shrill bi localcd 11,11 less than I Inch from 11-it edge of the panel. .. . - . .. . � . --..-. . _�___I -_ I I -rill covering with on . . I . . . . multiplied by the appropriate full-height sheathing length I .5. Eighty pounds per square foot(3830 Pa)for 8 I cIther approved nonrigid mateilals shall be Permitteid End rescue opening from(lie inside:The net clear height R3.11.7.8.2 Continuity. Randrails for stairways shall Willi LIL 2034 and UL 217. ' ' � . Consftvction Code, (revisedAug,2016) . 7'--- . . � c.Anchors shall penetrate nirough the exterior it . . ombinations ofiden- )masonry walls. for compliance with the 10-foot(3048 mm)horizontal ,� opening shall be not less than 24' the us for the full length of the night, from 8 ... I . . . . - I—. - - , . � � . . ., ,DI 1031 Ilia"2 Inches into tile building fitme. . . adj4itment fictors in Table 3.17E.C inch-thick(203 riLm . I ibches(6 1 0 n1m)and' . be cfontiou'a' R3�5.2 Whicie required.6irbon i'nonoxide alarms shall be . I I. . . . . I . . ' embedment length of I Ic,I not leis than V,inches trom tile edlle of . . .. . i in foot(4070 Ps) I net clear iiividth shall be not less than 20 inches(508 mm). poitt direetty above th 15' - . . . I tically sheathed segmented and perforated walls shall be fireblocking in walis constructed using parallel rows or top riser of the night to a point* . . - I . . . - . . . I 1> 1/'I L_rr . - . Footeners.illiall be too. . I . . � . . . .. 6. Eijitti-five pounds per sq are nd 11315.2.2' I ­ C::�I t.::�:ni.;'I /_.A.0-417: , V=R'Ach=1 I<V#i . . * .. 'ht, Handrail , provided in accordance with Section.s R315.2.1 a . .. . concreic block or conicretc. .. . permitted. . . . fo 6-inch-thick(152 mm)concrete wails.. . . studs or staggered studs.- . .. . . - ' -nde floo' or below' -ode openings shall, . directly above the lowest riser Of the fli. Jewel posts' , . I . ... I '. . - . �. -,.� . , . .0-10__� I : . . . . I I I .. . Exception:Gi r St . -uction. For'new cons on, car- . .. . � . . .. .. .. I . . � .-'T-----n 4:Z":�r-_-- _. . d.Panels attached to.mosollrY or masonry/succo,shall be nitinched using -downs with a capacity iff . � - R301.11.1.2 U i ends shall be returned or shall terminate in ri R315.2.1 New consh tructi" . -__ I -.__� . _I T_�Et_�_ Ic=r__ � 'vibration-resistant Incholi'll hn�llig sin oltimato withdrawal capilellY(of not �___ . 3.4.4.2.3 Hold-downs Hold ' nfaced fiberglass. Unfored fiberglass ' . � . .. .- . . . . . 7. Ten pounds per square foot(480 Ps) for SIP . : . .have a net clear opening of not less than 5.square feet in dwelling units - � . less than 1,500 pounds. . . . I . .. . ...... . ....­­­ . . batt insulation used as fireblocking shall rill the.entire I . . .. . . I or safety terminals. Handrails adjacent to a will shall -- . . 'TABLE S401.4.1 with Table 3.17F,divided by the appropriate . jig. . . (0.465 m'). . . .. have a space of not less than I'll', inches (38 mm) bon moritudde alarms shall bei provided * J.:.,::�,d!n,., I zr_:sr--� A.- - . - _7 . . PRESUMPTIVE LOAD�BEARING length adjustment factor in Table 3.17D,are required at . .wo . .. . . ........ cross section of the wall cavity to a height of not less ' . � . ow Is pro- I .. betw . - . where eilher or both of the following conditions exist. . . p��_J-" __.Yol, . . . ' ­ TABLE S301.7 . . I . r'clion, r 0.2.2 Whodow sill height.Where a wind een the wall and the handTails. , . ,_,_� I . RAILMEMBERS"' ' VALUES OF FOUNDATION MATERIALS' ,vertically.Where R31 I . ALLO*ABLE.DEFLE6TION OF STRUM __ __ __ . , tile end ofeach shear wall segment or at each end ofs per- R302.11 Fire6locking. In combustible const u ire- . than 16 inches (406 mrh) measured ....,- ­_----=-.�777- 1. The divelling unit contains a fuel-fired appliance. -_-..---.- - . . . . . . rticnl and hori- piping,conduit or Similar obstructions are encountered, vided as the emergency escape and rescue opening,it shall . _ ...-.- . ---. . . . . . ri - t_A4r,_ - ___ -.---::SiRf=-I-=--i��3F�'�l:;-;�-r--. .- . EARIHa � t shear wall segments b (1118 mm) atta6hed garage with an 111 . .. A11-1-1 .� LOAD-Bg forated shear wall.Where ffill heigh I . .locking shall be provided to cut off both ve ire c I not more than.44 inches . 2. The'divelfing itnit has ad . -33<7- I Lr--T . 4 . . . .B�RUCTLJFIAIL.MEM13ER . DEFLECTION . CLASS OF MATMIAL ... PnEG UnE ., single hold-down shall be permitted to zontal con' Bled draft openings and to form an I effective f the insulation-shall-be packed tightly around the haV a sill height 0 . . . . opening that communicates . . . I . . . . . (pounds per SqUate loot) meet at a comer,a - . above the noor; where the sill height is below'grade, it . .. . . with the dwelling unit. . , . . . . . . cc - . . I I"flerk hnvl� . U180 I � I . be used to*rcsist the overturning forces in both directionh barrier between stories,and between a top sro?y and the roor obstruction, ,. . I . . ?J.-D A,96, 4- . . U. . i.9.1-pas 91-ler than 3:12 wilb . . . . . shall be.provided with a window well in accordance with . ' ,�� .. ____ -, - __ ,--- I .. I . . . ir;.*w,�A�lllnv not attached to trifierst- . I'll rystallinti bedrock __ .. 12,000 - .space. . . Insulatl in-materin-1.Loose-rill , . . I R315.2.2 Alterations, repairs and oddition.s. Where .. . . I - . ... . . . I _H1180 . .. when the comer frarning in the adjoining walls is fastened . . I R302.11.1.3 Loose-fil . 0 Section R310.2.3. I I . ., : alterations, repairs or additions requiring a permit occur, . cb OND ,J, ... . � . I . interior walls and partition .. . Sedimentary and folhiled rock 4,000 ' ' i -framed construc- insulation-material shall not be used as *a fireblock . i i * 1. ' \ . .. ..'. . � . .. . . . Flours . . ... U360 . ._!_ . together to transfer tile uplift load.(see Figures 3.8a-b). i . Firctilocking shall be provided in wood . R310.2.3 Window wells.The horizontal area of the win- .. .11.:_..: I or where one or more sleeping rooms are added or created V" �\ <0 RAYDONER,ARCHITECT DRAWING NO: ' I . - . r - . Sandy gravel and/or graveil(OW and OP) 3,000 - . - __ don in die following locations: I . unless specifically te;tcd in the form and manner fedt(0.9 m2),with �I...1 . in existing divellings,the Individual divelling Unit at' . ti�� .; -,\ C) . . , . .eitings with brittle fij . Lf360 . . . �. . . : . . rtitions,includ- intended for use to-dienionstr2te its ability to remain in dow well shall be not less.thrin 9 square . � ' Alt,be'' ��_ . ,P -4 ARCHITECTURAL DESIGN - I <V1r_ 15 . I . ' End stucco) . rind,silly grove! I I. In concealed spaces of stud walls and pa ' a horizontal projection and,Mdth Of]lot less than 36 inches. .... equipped with carbon monoxide alarms located as I . . i ­� I Sand, litystind,chiyeys . . ire and hot gases. .--..,- ..- . t-... I I I . . . ' I _ff,,liog,�wiffi nexibl.il: luding gypsurn U240 .1 I(SW,SP,SM,SC,am 2,000 . r sLng- . . . INTERIOR DESIGN . . . I.-ish"(Inv . rind cl yey grov Ing ftirred Spaces End parallel rows or-studs o . ,.Place and to retard the ,pread off . -­ . . window well shall allow tile . . required for new divellings. - , �41. .0 ; . ' DATE: I - =-"?- -2-wC:V' - - . .. I . ENT . board) I ' (914 min).The area or the . . - - * -LOPM . ' ,' and CC) . . I geredatuds,Its follows: R302.1111 Fireblocking ntegrlty.The integrity of rirc-. And rescue opening to be fully opened. . pit 1. PLANNING&DEVE - -1 .;, . dmberS . . . U240 � __- !� I . . . . emergency escape. R315.3 Location.C rV.n monoxide alarms in dw,,llhig units ". I RESIDENTIAL-COMMERCIAL-INDUSTRIAL : . . ' All ottier structural in �- I. Clay,ilandy,silly clay,Clayey sill,silt:I I . . . * e blocks shall be,maintain'C' . . . I � .. . . .. . . . a . . - . . I . . -_;,_-..,,,,..1ls-.I.d,IOn_ Ill-0-01 1 1,500, . I.].Vertically at the ceiling Find floor ley Is. . � ­ I_. . -. , . . shall be Installed outside of ench separate sleeping area in the ­",­ ' � ­",­ Exi 7�1 'Or JJt360 I . TABLE P301.21(l) I . . .. __ I . 95 RICHMOND"ENUE . k. .. I . sandy silichly(CL,ML,MH and CH) . . I I . . . . -00ins (P + . REVISIONS: stucco finish - . - I—- LIMATIC AND GEOGRAPHIC DESIGN GRITEMA - ceding 10 feet : . . immediate vicinity of(he beds - Where a fuel-burning . , tK I , - .. . . . . 4.--.. . C. �- - 1,2.Horizontfll� at intervals not exc . . I . I -ffx-t lot walls-wind loads"w"n Ot"M 011111c . . . . EAN appliarwe is located.within it bedroolu oii its attached bith- 0 024 . AMITYVILLE, NEWYORK 11 701 . . . 0 � I i i I I t � - ­ ­ ,`� ' * . . . . z I I ri��� 11 � * 75.0 . . a,, I§`. I I I I N i -1 ..'. _-I I- i---_'. - I I - .....- .I . ......-.;.--.,.i. 'Ai ,, . :: , I 1� I . - , I K 11 q, - I I , I - , L , � I .. . : .; ! .I. - : -1 r!. 1: : - : - I I I . I I - . er . . H124 I 0 - : ___ _6EESIGN - SEISMIC . SUBJECT TO DAMAGE FROrk vnNiEn ICE BARRIER FLOOD AIR I M . . --- - . . . e (631)691-1718 FAX (631)691-1716 .. . finhilles . . . WIND , . DESIGN UNDERLAYMENT FREEZING ANNUAL -,-. ­ - I I . room,a catbon monoxide abrin shall be installed within the - . ffi-teriorwaii wind londs"wit I flexible finishei _H1120 GROUND � . Special wind Wind-borne DESIGN Frost linii, Termite' EQUIREDh HAZAFIDS9 INDEXI I TEMPI . - '-- . OF NO I E . . � SNOW __9_p_..dd Togographic Weathering' he TEMP' bediobin. . a --- I . CATEGOny, dept - . � --------- @ . I -MAiL.: R.DARr,H,1TF,CT@YAHQQ,CQM .- . Lintels But 1p in masonry veneer wails . 11600 .- LOAD .(mph) effects' region' debris zone' . 11 . __ - -----________. I I . . . . . , . . I __ . -- ... . -- . - I S I-*V. 54::W4 V Is -:�:�_I __ - -- -- - -- '7-- - -. . . I . . . . . I . . ,C:::. _________ ___.... . I . ­ I.- .- ___ ­ �- -_ ____­_ . _10-Ap - �­-­..­*­_ . . . 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Rte• sY-s: - _ .._.�•/ �---� V t-.1 /�►t��_:.� - = . �� ..i - - --- - - 2020 -r� P -- z Ste �;,�a-r' �/��F.4.) = 7zEl _�. - - A rj EX�sii;✓� �.°7x r t-I F�J ���_��s-ri.-sem= ��:►�l-r1��. . __:..._:....___ tI� �cz c: 1� ,o•�t'=._P 5'�s4 �' �../' .P�.,4s-� c��c..��G -/�..rT 7- s i _...�1ST: . � . � �1 `' � � i• I � '. .. ' . •-- • . E2(=.�' 2 S Td..._ J` 7. ��/�• - -t-�-',�-- z r�i�_-�-�e� ,�.,�Tr�Y- tea„ .•- �-oAP •. �. � -'- ��� ^/clung ice-, ' off- �1-F_r2 Tom 'x psi •,✓� !.-F?` 1--f�►•ED � ��•� 10, 11 1 .17 pND p0 RAY DONIER,ARCHITECT DRAWING NO: ' -.4 Fi4.F�- ARCHITECTURAL DESIGN . To cr=,.vF•. - INTERIOR DESIGNDA PLANNING&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL •� , '''M 95 RICHMOND AVENUE REVISIONS t- �r ::._: :._... -,�.rJ?::. �1i6 = t-c �,� do off` P qJF 0124$ ��� S.AMITYVILLIE, NEW YORK 11701 (631)691-1716 FAX(631)691-1718 ' ....... t✓X:IS1 L.IG Gc7�.ICPiT1-vi;::�cj-...... OF NEW -- EMAIL: R.DAR.CHITEGT@YA"Q.o,DQM : -- 1 px 1��2 S ; I St��.JGj', 3,5 � — r -..W.. ► G� ,r��.t h.c�rur� 'tom _._ 2127C4r r rxo •�"� '-ate v r r - Von a Rid IBM LOOM i I r 3-s Tom' `Q -7 • � 7 Com' ` I � / 1/•I� !I7'Q�N�j ------------- +B rip n . __ - -- -_ 1• - - nwnn.+aYs.ri"rnn .•.w.+...,..r._nw � ' I I I I .. fs _ .,..A,..,,,.,, ... God sT,••-v cr ��T'�=. x. { MAR l xv Ae --- • .......... , �kED ARO ND p�7i���� RAY DONER,ARCHITECT DItA WING NO: T1 ARCHITECTURAL DESIGN INTEIRIOR DESIGN DATE �' � - � PLANNING&DEVELOPMENT , • it. RESIDENTIAL-COMMERCIAL�INDUSTRIAL —• "ZO J' ,L ''''" ' N 95 RICHMOND AVENUE REVISIONS: qJ 0 024 S.AMITYVILLIE, NEW YORK.11701 t��f NEW (631)691-1718 FAX(631)6914718 EMAIL; R,DARCHITRCT@YAHOO.COM t , CUT PLATE TIED WITH STAGGER JOINTS 24 IN.OR SECTION R406 SECTION R1004 TABLE R703.3(1)• SINGLE DOUBLE 16 GAGE STEEL STRAP. /USE SPLICE PLATES -FOUNDATION WATERPROOFING AND FACTORY-BUILT FIREPLACES SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS TOP PLATTEE SEE SECTION 8602.3.2 SEE SECTION R602.s.1 f/ CONTINUOUS RIDGE VENT&/OR Figure 3.10b Ridge Board and Ceiling Joist Detail DAMPPROOFING w, 81004.1 General.Foctury-built fireplaces shall be listed asd TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS GABLE VENTS&/OR METAL ROOF NOMINAL Wood or wood 8406.1 Ctinerete and masonry foundation dampprooflng. labeled'and shall be installed in accordance with the cond- JOINT Fiberboard Gypsum Foam plastle Number or Ridge Board SIDING MATERIAL THICKNESS TREATMENT structural Dlrecl i VENT 'ql1 HIP OR SITED ROOF. Except where iequired by Section R406.2 to be waterproofed, tions of the listing.Fncbnr -built fireplaces shall be tested III Inches sheathing sheathing sheathln� to studs spacing of FULL-HEIGHT STUDS (inches) panel sheathing into stud Into stud Into stud fasteners ADJACENT TO HEADER foundation walls that retain earth and enclose interior spaces accordance with UL 127. Into stud � ••,, ION ' ' Collar Tie(Collar Beam) and floors below grade shall be dampproofed from the higher 81004.2 Ilearlh exlcuslnns.Hearth extensions of approrrd. �' R602J.5 •r (Located In upper third Of of(a)the top of the footing or(b)6 inches(152 mm)below.the Siding nail Siding nail Siding nail Siding nail OVERFRAIVIE RAFTER. Rafter PP factory-built fireplaces shult be installed in accordance with 13/"x (23/"x (21/"x 13/"x Not Same as FIREBLOCK AROUND' to of the basement floor,to Ilse finished rade.Masonr walls ( q 4 2 ( � 4 [ PIPE attic space)(see 3.2.6.1) p 8 Y the listing of the fireplace.The hearth extension shall be raJ- Steel` 29 a La P g ' I/ _.._.. ._.._ -... --- p � S g ' P 0.113" 0.113" 0.113" 0.113" allowed studs spacing -HEADER- shall ' shall have not less than / inch 9.5 mm ortland cement f HE ( ) P ily distinguishable from the surrounding floor area. Listed SEE TABLES R602.7(l) 2"X FLAT VALLEY SECURED TO EACH �� Staple-114" Staple-2/2' Staple-2/q" Staple-1'/q" AND R602.7(2) ( ) argmg applied to the exterior ofthe wall.The parging shall be and labeled hearth extensions shall coin I with UL 1618. RAFTER W/(3)16D NAILS. INSTALL 1 1/4 dampproofed in accordance with one of the following: - --comply - 0.120"nail 0.120"nail ''f JACK STUDS OR X 24"20 GA.METAL STRAP @ RAFTER SECTION 81005 0.120"nail 16 inches ori. 1. Bituminous coating. (shank)with (shank)with TRIMMERS �g g'• FACTORY-BUILT CHIMNEYS „be s enter a `S (shank)with 120 nail c � 2. Three pounds per square and 1.63 k /mr of acrylic a 0.313"head a (shank)with specified = IMPSON' TO RAFTER. P P 9 Y ( kg/m7) Y 81005.1 Listing.Factory-built chimneys shall be listed and Vinyl siding 16-gaged dor, Not ;i WALL STUDS � - ..... , modifiiif iemenl, 0.035 Lap r 16-gage ° 0.313 hes allowed b the :i• SEE SECTION 8602.3 HS HURRICANE r hes NE -- i labeled and shall be Installed slid ternlinnted hi accordance. (see Section 8703.11) ° staple Willi 16-gage a d Y ( CLiP 16"O.C: IN RAFTER 3. One-eighth-inch 3.2 mm coat of surface-bonding staple with 3 I Section manufacturer'i g ( ) g wills the manufacturer's instructions. 3 1 /g-to /2- staple with R703.11.2 instructions or - temint complying with ASTM C 887. -_ - - - /g-to /inch inch 3/g-to 1/2- 3 - test repo t FLOOR JOIST SECTION 81006 crown h h P CEILING JOIST crown inch crown • Ceiling Joist 4. Any materiel permitted for waterproofing in Section •' EXTERIOR AIR SUPPLY SOLID BLOCKING -- parallel t0 j' 8406.2. 81006.1 Exterior all*. Factory-built or masonry fire Ia,eSl Wood rustic, 3/ min. LapFace nailing' ! rafters s u to 6" r, BOTTOM GIRDER 5. Other approved methods or meieriala. ' covered im(Ills che)rler shall be equipped Willi an exteriorai drop 8d box or widths I nail'' PLATE FLOOR JOISTS Exception: Pargin; of unit masonry walls is not supply to ensure propnr fuel combustion unless the room iJ) /32 6d box or 6d box'or 6d box or 6d box or siding nail •%"llIA.LAG BOLTS]G"O.C. al is approved for act p - on that t/„x per bearing;j + required where•a maten a ro dtr a ph mechanically ventilated and controlled so tat the Indio Section Sh average siding nail siding nail siding nail siding nail (2 2 s ; II� ^ -DETAIL WHERE GABLE ROOF IS _ 3 ) x 0.09 x 0.09 x 0.09 x OA9 SUBFLOOR SI ° Wood Sidi nation to the m5sonry. pressure is neutral or positive. (see Se Lap 8"a widths u., OVERFRAMED ONT O _ - Concrete walls shall be dampproofed by applying any one 870 .5 Shiplap (2" 9") (2" 9") (2" 9") (2" 9") St 1l3"Z 't' MPSON'U210 HANGAR l6"O.C. O MAIN R _�)� PP g Y /l6 � P a2 nails[' "•' -- Figure 3.10c Ridge Board and Rafter Tie Detail ° ectwn 114 to mea un --- - WALL- Beve a of the listed darn roofin materials or an one of the Water- 3 i` FOUNDATION pro fing materials listed in S 06.2 xterior of B t'P P per bearing AC4 EACH [DE 4X4 POST the well. fractural panel I I el SEE SECTION Rso2s EACH S]DI?.(6X6 POST) Ridge Board Wood s 21/2"x 21/2"x 21/ x 2"x 0.099" 6 p'u' i SILL PLATE ------- -� CRIPPLE W AC6 R406.2 Concrete and masonry foundation waterproofing. ANSVAPA PRP-2103/8-1/2 Note a 2"x 0.099' 0.1 3" 0.] 3" 0.113" edges 12" r I In areas where a high water table or other severe soil-water siding(exterior grade) siding nail siding nail siding nail siding nail siding nail inter.sup. i --- --- --------- Collar Tie(Collar Beam) conditions are known to exist,exterior foundation walla that (see Section 8703.5) g g --- STUDS (Located In upper third of retain earth and enclose inierior spaces and floors below panel 21/2"x 2/2"x 2112"x r L------ - - ------- WALL Rafter Wood structural pa 1 attic space)(see 3.2.6.1) ?T' FOUNDATION •:: y Note a 2"x 0.099".•; 2"x 0.099" 8"alon '�;;s ±rade shall be waterproofed From the higher of(a)the top of lap siding(see Section 3/g-1/2 0.113" 0.113" 0.1 l3" along 'i footing or(b)6 inches(152 mm)below the top of the R703.5) Note g siding nail g g g siding nail bottom edge t IN.BY 4 IN. basement floor,to the finished grade.Walls shall be water-' siding nail siding nail siding nail DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN __-- Tt LET INTO STUDS FOUNDATION 6 FT.O.C.MAX. j'pfoofed in accordance with one of the following: For Sl:I inch=25.4 mm. P9RCH ROOF DETAIIi is!' a. Aluminum nails shall be used to attach aluminum siding. CORNER AND PARTITION POSTS -- 25 1. Two-ply hot-mopped felts. OOF PITCH(SEE SECTION b. Aluminum(0.019 inch)shall be unbacked only where the maximum panel width is 10 incites and the maximum flat area is 8 inches.The tolerance fo 2. Fifty-five-pound(25 kg)roll roofing. aluminum siding shall be+0.002 inch of the nominal dimension. ACQ i° • $t l lr c. Shell be of approved type. &ELEVATIONS). � ��. Six-mil(0.15 mm)polyvinyl chloride. 4X4 OR EXIT WOOD POST #11r d. Where used to resist shear forces,the spacing must be 4 inches at panel edges and 8 inches on interior supporta. - t;s 4 Six-mil(0.15 mm)polyethylene. APPLY APPROVED SHEATHING 4 BRACE ►��t�*4(:lam Rafter Tie j4``. e. Vertical end joints shall occur at stud and shall be covered with a joint cover or shall he caulked. 1 EXTERIOR WALLS WITH 1 IN.BY 41N.BRACES LET i. r ON INTERSECTION '15. Forty-tell(1 mm)polymer-modified asphalt. f. Face nailing:one 6d common nail through the overlapping planks at each stud.Concealed nailing:one I t-gage I /p-Inch-long gale,roofing nail through uik INTO STUDS AND PLATES AND EXTENDING FROM NOTE:A THIRD STUD AND/OR RMIT1Tl (Located in lower third ,. ,, -, ___ !i BACKING STUDS SHALL BE PERMITTED TO BE OMITTED �"DIAI\1.GALS.BOLTS 16"O.C. , - top edge of each plank at each stud in accordance with the manufacturer's installation instructions. BOTTOM PLATE TO TOP PLATE,OR OTHER THROUGH THE USE OF WOOD BACKUP CLEATS,METAL of attics ace) APPROVED METAL STRAP DEVICES INSTALLED IN SUIIPSON'U210IIANGAR 16"O.0 . P Vertical joints,if staggered,ered,shall be ermitted to be awa from studs if a lied over wood structural anel sheath in ches or m accordan ACCORDANCE WITH THE MANUFACTURER'S DRYWALL CLIPS OR OTHER APPROVED DEVICES THAT y.__._ - .-_-..-_.__-.___-_ ----- g. h. gg p y PP P g• I WILL SERVE AS ADEQUATE BACKING FOR THE FACING ' h. Minimum fastener length must be sufficient to penetrate sheathing other natlable substrate and framing a total of a minimum of 1 /q m SPECIFICATIONS.SEE SECTION 8602.10. MATERIALS. ---- -- -"` '--' --` - -- --- with the manufacturer's installation instructions. -.--------- -- FIGURE R602.3(2) `SIMPSQN'H3 HURRICANE CLIP 16"O.C. 3.2.6 Special Connections 8905.1.2 Iee barriers.In areas where there has been a his- _ FRAMING DETAILS VP DIAM.GALV. tory of ice forming along the eaves causing a backup of - - - �I. FLOOR JOIST 3.2.6.1 Ridge Connection lkequirements THRU BOLTS 12"TYPICAL. ' water as designated in Table R301.2(I),an ice barrier shall t •( t .• DECK JOIST ° - - Ridge connections shall be in accordance with the 14-'a t.l 1fJ s, be installed for asphalt shingles,metal roof shingles,min-' �g '3 F x 4 T. - RIDGE BEAM. requirements given in Table 3.6. Presctiptive solutions eral-surfaced roll roofing, slate and slate-type shingles, for ridge straps are provided in Table A-3.6.Where ride GfW� � \ i g p P g wood shingles and wood shakes.The ice barrier shall con- �GGr���p,.eeJ, -GIRDER � �••. Atraps are.used,they shall attach to opposing rafters. sist of not fewer than two layers of underlayment cemented RAFTER. f. together, or a self-adhering polymer-modified bitumen C4 EACH SIDE(4X4 POST) r�, EXCEPTION: Ridge straps are not required sheet shall be used in place of normal underlayment and � t i'�Gt/, r AC6 EACH SIDE(6X6 POST). COLLAR TIE s extend from the lowest edges of all roof surfaces to a point when collar ties(collar beams)of nominal l x6 or g P 2x4 lumber are located in the u ei third of the not less than 24 inches(610 mm)inside the exterior wall iP �" ST1•iQ! C�j� �'"�Psv ' ' SI1I�IFSON'PB44 FOR 4X4 POST PP line of the building.On roofs with slope equal to or greater `SI114I'SON'PB66 FOR 6X6 POST ' attic space and attached to rafters in accordance r. -. -_ • - - '' with Table A-3,6. than 8 units vertical in 12 units horizontal,the ice barrier shall also be applied not less than 36 inches(914 mm)mea- } he eave edge of the build- �� POURED CONCRETE FOOTING G)v I ASPHALT ROOF SHINGLES NAILING 89115.2.5& mea- sured along the roof slope from t ' `� t _ g P 24"i Y."WiDE 20 GA.AIETAL STRAP _ ATTACHMENT 8905.2.6)OVER. w r SEE TABLE A-3.6 WFCrI FOR NAILING \ X I 1� REQUIREMENTS. 15#FELT(R905.1.1)OVER'/,"CDX PLYWOOD t �� J 1 I1, ��a _. Jot x . I >,; -Jotstts ____ . Y � •. ST3EATHING OVER RAFTERS @ 16O.C.(SEE PLANS 1 b � PI01 or, HURRICANE STRAP - H7Z FOR SIZE);2"X4"COLLAR TIES Q 32"O.C.;CEILING �- @, I ' r'T?"�-c Zx�i' S %i ,i-�,�,� �Lygl1,..,�• `SITIPSON'HURRICANE TIE OR I W' JOISTS L 16"O.C.(SEE PLANS);R=30 INSULATION; 20 GA.GALV.STRAPPING a Td R��� PROVIDE l AIR SPACE;INSTALL ICE BARRIER. oI•�JMN'S 6 PORCH/DECK DETAIL R905.1.2. - ' '�'j . . .------ 2.4 L3-40 2"X VENTED BLOCKING �t ------- - - --' METAL GUTTER OVER FASCIA _ --xr;f-���rG Sjc�� WALL to WALL ASSEMBLY ._. � VJ w- AT ac Ix _ CONTINUOUS 2"VENTING SOFFIT. 1 1 •+ �.tl/oic.�=:--:�.-.] N g�a1.0 t78� _ 6tIM er.1 r• �' ` WFCM 3.2.2.3 N _ '7„11 /Z s -- •1 �- - �_ -�0 SIDING OVER HOUSE WRAP OVER FOAM INSULATION --3,3 LtF_W C �� _7 t iiEATHING , v OVER/: CDX PLYWOOD&/OR V2 OSB S G�I j J 1 OVER 2"X4"WOOD STUDS L 16"O.C. Rz i �{r Are ZuX "TOP PLATE ,-7 w,4cr_ ^ga0=- '(2) `� • •. rU )1 1 I�IZ � • e 11/4"WIDE 20 GA.METAL STRAP L 16"O.C. r f D �'F/Mo pis i-i P� sivirsoN _ 0 a ?= - 2"X4"CONTINUOUS t ` ♦ S7RQNG-TiE AC , ..�� I'tp�e OC. / SiMP¢QJ L . i; STUD WALL.------ N BEARING BLOCK I - ' s'• Snur,.a- J» 11 6.NEW FLOOR JOIST. DETAIL WHERE NEW SECOND - -- _ _ __ -_-� FLOOR JOISTS ARE INSTALLED GI � .t!-0�I � JOTS & PQ,r�T ('()NNr � TON f F.JTS 'SINIPSOIT STRONG TIE AC .I J i 'SIMT907I'.STRONG TIE 1-11 EXISTING CEILING JOIST. ABOVE EXISTING CEILING. i�. � � I < • R=i 5 c�t=3,3 �..xr• ! . :F x %:�r DIA.ANCHOR Bt7LT N . . 1 Fo aw+ ow;, '( ` b fy�.iNti F I W/MIN. 7"EMBED __. GLA* --i T�z�' 6 r _ MENT .,_ 1'/,"WIDE 20 GA GALV.STRAPPING (EACH STUD)MIN. 12"BEARING ON �/^1 ♦�/ a 'f'7 4'Gt'ity FRAMING. •rxlivlli>rJotsr IIATIGERS AT �t F•eso5 ?-��`f t( - N��: i4T STjriii2 " r.� ,oe.e... a x4�S'7itlo► ° INTERIOR IUMIOISTTO A ! FLOORJOLST.... _... .. CANTILEVER i?s'30 R=I S Q ? CS-sbutr�r ,S-sI/JlaF�,./ •�' B�.�4rz«•fr' �;L l is STUD TO STUD e ( irs - CONNECTION 9L-U04-1 ILL r--•c1�..J�r••tci t Rr INSTALL FIREBLOCKING(302.11) o�,4)----- S r \ w r - R=1'5SINSULATION. V2"GYPSUM WALL BOARD. k 1 C t �` N O _ �tt�� 8 � � LAB ON GRADE �PSiMPSONSTRONG TIE ABA44 OR 66,• 4 CONCRETE SLAB REINFORCED W/661010 WELDED WIRE FABRIC OVER a 1 '/4"PLYWOOD SUB-FLOOR SHEATHING OVER i S 4� Embed 1/2"dia. gals,bolt 7"into concrete.' FLOOR JOISTS a�16"O.C.(SEE FLOOR PLANS). IpC,( WALL ASSEMBLY + 6 MIL VAPOR BARRIER OVER COMPACTED FI?? "" ^..: '_f E;FITCIi 4"TO - OVERHEAD DOOR. AT PORCH,' ACQ(2)2"X6"SILL SECURED TO 8" e To FOUNDATION �•��t _-" 1�-'�M.-...__ ----.... _ • -- / POURED CONCRETE FOUNDATION WALL&/OR I2 N - WFCM 3.2.2.3 ,� _� dTu l/2 8"CONCRETE BLOCK(TOP 2 COURSES FILLED _ 4 rsE�faING N SOLID W/CONCRETE& 15"MIN.ANCHOR BOLT I (� Pyre - N EMBEDMENT)FOUNDATION WALL W/15/8"AIA. ^ �e` l'k1 `3' KTP BtdR �� '"�"" V •t A ANCHOR BOLTS W/NUTS&3"WASHERS C 45"O.C. ` ` IhG' (?.x7 ►t t 2�'2 '' FOR 141e Pc • t • nll•llnurt ' ' n ANCHOR BOLTS MUST HAVE MIN.7"EMBEDMENT. \ 1) 2 I .4 FOR tom ANCHOR BOLTS ARE TO BE PLACED WITHIN 12" 1 Z!�N (� OR B��H r FROM ANY CORNER&6"TO 12"FROM THE ENDop t et n 4-• e% t RE(aUIR� n AL41F'�t ' OF EACH PLATE SECTION. - - - .- ---. ._____ ._ r - - FOR'61ll I/7- ICK t5T- ' n - --- -- . - - _, I F � i' �'t INSTALL SILL SEALER&TERMITE SHIELD. 't POURED CONCRETE FOOTING,KEYWAY& r GtQ t2 1 ft n 6 (2)#4 RE, R=10 RIGID INSULATION(�a `� Ft"l• �+��%'� tc t r n PERIMETER SLAB ON GRADE. � '' - , �• f, C"'--' -- - -. .._.. ���E� � � p 6� a n 8 n A WHERE NEW&EXISTING FOUDATIOS MEET, a G! l ER Nui-- INSTALL#4 EPDXY COATED STUB BARS,14"LONG,[ �X 1 � � coup - - 2 J 4, f 1, DIED ROD " WITH MIN.7"EMBEDMENT. oa . Y AN 4t t I I MINIMUM Ll I"NN '•. - _„� r INISHED GRADE`. M• :/d e rENP -- \ ,•..; +�,�� �•� , � ( >: I ,, �•��T i c...�f1.1-:::: :__-:-:::.:.:�.:::n._.._;.__-.__- �-:--- - -- .... : - _ �� � s ---MINIFp111 ... FOUNDATION WATERPROOFING(11406). s ` tt= I l •+ EpaE D16TANCII . -.BASEMENT -'4",CONCRETE SLAB REINFORCED - END WALL (2)5/8"DIA.BOLTS W/661010 WELDED WIRE FABRIC OVER 6 MIL VAPOR TUCT l A , 'CORNER STUDS (TOP&BOTTOM) - b Sill +���'1-tI ` BARRIER OVER COMPAC'T'ED FILL. I ANCHORAGE ,.• J . ••CRIPPLE STUDS 3 cart. ' ..- CRAWLSPACE - 2"CONCRETE SLAB. 1 IM"MIN,20 OAUOE 5/8"AIA THR.EEAbED-- COiL STRAP SEE PLAN FOR ROD ASHE HEADER SIZE �' . RS&Tru , • TIE 518"BOLT ---- ` - •• r FRAME OPENING FOR • l • - 2i4 STUDS 1•�` `., •t• NEW WMIX)WOR •• � 1 _ . _ `SIMPSON'HD5B 11 EKfERIORDDDR _. _.... - .�.. IIOL,DowNj- -1 c�+ � F-- - SLAB ON GRADE *' o ... i IJ02 l ati' r . .4"CONCRETE SLAB REINFORCED W/661010 WELDED WIRE FABRIC OVER SIMPS 16 A 1 4,11116 N'S7RQNG TIE LSU26-2J(6' gQvIPSON S7R(�Nli TIF iIRC22, R= !y ' 6 MIL VAPOR BARRIER OVER COMPACTED FILL. AT GARAGE,PITCH 4"TO ,;• LSSU 2X8,2X10,2X12 - - -- - O' �!J L-#= T i.-IA l QF�-�`•I . OVERREAD DOOR. AT PORCH,DROP T.O.SLAB 4"BELOW FINISHED FLOOR. I ,5 o d 2 r L•�, ` RIM JOIST RAY DQNERIN ARCHITECT. DRAWING NO: TYPICAL WALL SECTION - r r°"=r e� ARCHITECTURAL DESIGN' '/:"SSTB 12" ° e , DETAILS. - 1/2" = 1'-0" ANCHOR-DOLT 4 I) r .t1�11 ,h. iNTERIORDESIGN sWIDE a - PLANNING&DEVELOPMENT DATE' (REPRE,SE 'I' �US) t _ V1'IDE20 GA GALV.STRAPPING IlIleloi ' SiMPSON' TRONG'I'IB LSU26-2Xfi 16"O.C. T; ,' 1�,� ItESIDENTIiAC-COMMERCIAt-INDUSTRIAL I � :li Z FOUNDATION WALL (EACH STUD)NTI�].'12"BEARING ON LSSU28-•2 8,2XIo,2x12 LSTAIs W/(�)sd COMMON. ^^,, X21` S5 RICHMOND AVENUE VISIONS: Jy0 E:FOR ALLn METAL'5IMPS421Y_IIANGARS.� - FRAN G' _-• _-••.- _ NAILS LO ATED AT EACI I END OF STRAP. J'� VO Off` ,, ` �� : 024 S. AMITYVILLE, NEW YORK.11701 t ANLTF;..�' t. 9 FOTt l3 t�INAILING TO ML�iLT COD , •• /4 Metal g al - _ I' (Both Strap,Ing 1St LSSU are iteq'd Callil$c Slntclur -� t 171 B FAX(631 y691 1718 _ t HO U WN-WAT,T, � Ridge. Nail d per Menuf.Specs t T��r �� � 31 691 - I - t SIMi SON,STRONG TIE LUS28 �� �I TT Strhilping asiper Sec.3.4. IAIi.; RDARCH�T�GT�YAHOO,CQM �>�i+L,hrt. 10 F�ON - NTS (NTS) S, -. ON STRONG,TiE HCP. (NTS). O WA�I,T�•- ®a(NNTIONS an nPEI�IIYs.r, s .. . ; � - � : . . . . . . . . . . . . . . . . . . . . . I . . . I . . . . . -1 . . . . . . . . . . . . .. � � . .­­­ -----! ­ --­­­... - .... -.-I I -­ ­ . I . --­ - - ------. . � . . ­­­. . .-I .I. .. ­.. Ili- • . . . . . . . '. . 1 . `ll ENERGY CODE COMPLIANCE STATEMENT: _ - r'. . - . ,,. ..4---- ' 1 . - , . . • { �. 'f. r ��' t'I THE UNDERSIGNED NEW YORK STATE REGISTERED ARCHITECT STATES TO THE BEST OF MY KNOWLEDGE, • fes;.' '-�- -'j�r - `' ,..ne CONTINUOUS BEAD ATTIC INSULATION BELIEF,AND PROFESSIONALJUDGEMENT,THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ,... %- OF SEALANT ATTIC FLOOR FRAMING „, � Urywnll caurhad,gludd or , "A RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" TLL,-, Ceitinp drywall loped �' •>"`• "� '2016 NYSECCC AND THE 2017 NYSECCC SUiPPLEMENT. ;,. `" J�".'r'r"' `� _ _ "°""`''`` ` " CONTINUOUS BEAD Iv well drywall gaskolvd to top plate - y ,a.,aql"' } : k:°"}}�'` t __ COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE [xlortor shoalhing caulked, ;:4,I',3? OF SEALANT __ ENERGY GENERAL NOTES: f)rywnncnulkal•pkleul glue prrl L °' _ SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED d or pocketed to to tll0 $ i I. Y' , or Onakntad to,tap plriln t 1 :,k,trgi! ;,.,. 'i.' _ EST NYSECCC. Clodding ;Z,'""' i }$" `" ,t. :a:>: a, CONTINUOUS - _ _ 1 . ALL CONSTRUCTION SHALL COMPLY WITH THE LAT '^+`'ti `t ;`r;•;r,. '`1'' h EXPANDING FOAM AT CEILING GYPSUM BOARD WHERE Orywo11 oaultkod.glued Tap•d orsealed feints In ;;£;�,;• ' --.�.;;u��:; �,..;;, m;' r� WINDOW PERIMETER D . THE BUILDER AND MOUNTED ON A WALL H - "" /:ir: `°=F' f`.,,, AS NR BARRIER . of panketbd lb bolloin plolo I t.'. 2 . A PERMANENT CERTIFICATE SHALL BE COMPLETE p t '_'`' � " exteror sheathing_ E?rallch sno .•ens en:i)ahrts , � + at ., 7.. ' : �:�„...:s<,;,.;,.,. -CERTIFICATE TO COMPLY WITH IRC N1101.14. poltorii plate catAi,dor -lf}ti y t THE FURNACE IS LOCATED@I ' ..rr'Gt,r hrtallrh,r3Ceulkrr), a !,1' �'-ice° CONTINUOUS 1. r t r. ' _ OF SEALANT poskeled to sublloor Oltn^d Or pn.'tkronri Io 1,060 .1 Iy�to UPPLY AND RETURN DUCTS IN ATTIC BE INSULATED WITH R=8 FOR 3"OR GREATER DIAMETERS i"�:{r;^^'{ '' ';,l , tri"�' 3). THE S � � .al .:.� �.'''• ".�, �; r CONliN0005BEAD OF SEALANT Sublioor glued,caulked or gasketvd AIR SEALING-DUCTWORK JOIN�5 ;F`h r i " '' r� AND R=6 FOR DUCTS LESS THAN 3" IN DIAMETER. io rim(nlstrdm doslire _ s' _-' •:;.r,, v,:alt-, •':�'' CONTINUOUS MINIMAL ulko or - f --- WINDOW S - t . AIR BARRIER -Rlm jolavrlm closure ea d Duct Mast C ULA Sl Toil Tape bnl'y -w.<r`i;w.,.,�.• ,� 4), DUCTS,AIR HANDLERS AND,FILTER BOXES TO BE SEALED., ___ _ - , ,_._. . _ - - - - ---- - ;� a,2,tka►Vd tato •'•x, - - -- - P plate EXPANDIPJG FOAM AT. f! "ilr5),I INSULATE MECHANICAL SYSTEM PIPING WITH R=3(MINIMUM). Drywall caulked.plead or WINDOWPERIMETER MECHANICAL LATCH TO PRESSURE . paekeled to lop plate [xloHor oheathirtp caulked. CONTINUOUS MINIMAL 6). AIR BAR RIE&AND THERMAL BARRIER•-A CONTINUOUS AIR,BARRIER SHALL BE INSTALLED IN THE ENTIRE i glued or poakt7ted to lop plate Cantilevered Floor I EXPANDING FOAM AT SEAL AT WEATHERSTRIPPING1. BUILDING ENVELOPE: BREAKS AND/OR JOINTS IN SAID AIR BARRIER TO BE SEALED. Ta or cetlini,over ja►nt Ig WINDOWPERIMETER . . axle,-ier`sFi"ealTJng Cantilevered floors are air sea/ed and insulated of CONTINUOUS BEAD . o SKYLIGHTS AND DOORS-ANY SPACE BETWEEN WINDOW AND/OR DOOR JAMBS AND •°a: OFSEALANT O 7). WINDOWS, ;«„.�'r; Ta l+araanled'olnRsin It peririheterorjoistlrahsitions FRAMING TO BE SEALED. i axtnriorn naihing, r''•A'-a > CONTINUOUS BEAD WIND4WUNITAS . Drywall caulked,glued or F?�`" , ,rd:„,- OFADHESIVE AIRBARRIER O MANUFACTURED PULL DOWN STAIR DUCT SHAFTS,UTILITY PENE:TRATIONS.OPENING TO THE EXTERIOR OR UNCONDITIONED SPACE . 0aokotod to bottom plate �.tr, Cantilevered floors,second story bump-outs,and bay windows > • 8). SHAFTS l,;k. ., p p g, CONTINUOUS BEAD CONTINUOUS MINIMAL Artllom plain enulkaif nr E.xleilor shealhlrlg caulked, ;;.t,s,! are another area In the home that often lacks proper air sealing. OF SEALANT §�,; ,,, Baseplate s¢al¢d EXPANDING FOAM TO BE SEALED. naknlnd In sirMkm► glued ar paskelOd to bottom p'Ole rx, to sublioof The floor cavity must be filled with Insulation with good . GARAGE SPACE AND ANY CONDITIONED tf. e c e M OOW RI �' NG BETWEEN THE " RATION-INSTALL Al _EALI W alignment(i.e..(Le. that I completely touching)the underside of :t': _,t p N PE METER 0 9). GARAGE SEPA t3ulatbpr glutrtt,clrulkvJ w yeskelvd w ;;::,:.c'J',r,r' �, N the floor.The Interior and exterior sheathing needs to be sealed CONTINUOUS -•r..•, I �.II'fr�Jrrlalibri;f *�i, ;: •�i .;.'M!.. BEAD lu rim isUtku clusurrs. .;!-ks. » l'"'' ',p- at the framing edges.Blocking between floor oists should form SPACES. iu' • i'@6i Jobe �aubfllgoA--,. :.�" 9 9 g MAL RtnriufsUrigt.clud+rlau.ciiutkW t• -xladorsheallir:gCaulkfd, t,yl :a,tiwI '110 •M...v ,,o-. „�, af1..1 OF SEALANTT REINSTALLED IN THE BUILDING THE& a consfsteht air barrier between the cantilever and the rest o ESSED LIGHTING= Glenn Goldsmith!ric �c,UFFO(,�c Town Hall Annex Michael J. Domino k`'` �� y�� `" 54375 Route 25 John M. Bredemeyer III y a P.O.Box 1179 A.Nicholas Krupski � Southold,NY 11971 Greg Williams 'y ® p� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 8 �! �' 3 Completed in field by: -� e CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice/of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application> c/o'mpleteness/c mments//s'ta�ndards: 7-0 I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: / J. Bredemeyer ell. Domino G. Goldsmith N. Krupski G. Williams Other Y �.� Kathy Katona 30 Inlet Lane,Greenport !f RMM 1000-43-5-3 8/11/20 'lulull�INq MII►ti{Ri�llr �.�� � �' ++++YiIl NNM111f11111} I+�Illlrll a+wiulglt►H�13It1 111 Il l f } ,+ 1dI1N1 1111 111 *++ 1+41u 1'1111 r/1 111 M 111 ,N, 1b, 11111 }}1/ /1 �- �u++hth+Hlnlfl1jiN!}li M,1j 11++ 11�11 1111 111 i l •1 �� „+"4++ii'+h��Hl�l�llli+illlllr'>1{!1 +��,';�+�,,+�+i++11++11�1,1111�t) 1//{11 11r1�1 111 ♦♦�� � � � �..� +ph�!'+ry,llllt1 ""'I" 'I 11 f+ 111 r 7 i�,;n,�r , �, 1j11too 1111 j,44 1( 1111111111//1 1►it 01,►1 f44 �l 1''1'11 1'1 111 1► 1 , ,,+ �1+111 i111 Illilllr{1111111 111�� jl ,1,1+11,1,1,11 1 11 11 ''",I,+;','ll1'r �i��tl►Ir1/11111/ � � N 1 11�11t111�1�111111�// 11Iti 11111'1 11 1 11 11 1 �; 1 ,+1,111 111 11 1 1 , 1 � / 1 11 1 1 �llll ► 1� 11111 �, ,1 �4 :.•rdl .r 11f� 110} sly" c r ss r ia111r;0��. >< _ y��i. r mfr�y� ti;�"� .R �'"`".'L'�. ,.,� �� a� � TI �` .c, �1 1/ i / �'• �� �'* 1 Vyl;I t ``4 In AM. FiS�rr. •.r "-:b•'hsAr?- �,1� /�{+ r .r �xF p - ro# � L- n 4`4R- r`�ai: �, .` ire g! � • !..•ate � r,:+,° i �- - y �I �.•ai'�° - -- - _—_.._�\ fit`. e <v 6r+Af1 V R 'fill Io 4 6� _�`^ I • s ;,gip,: ' ■ ■II � til ^� •' w `f0.... 03E-';'^` �.. ..�- ... �,I, k '4. l:. � r Pn p e ,v r 4 - - -... - xcn..m �r1/ wDnra w..mw xrtuBt� .' 42 or i L E 4 yam, Myw RMNIWeM,:PUgE9NItti<,i[FNCY. .syy��.+" ._._.. )♦' SFE SEC.NO. e / MqH a g • w ,e $ ti BEE SM NO,oae o nx R 21 J�Mn,CH L1NE wTCi, uNE SeT ° r w so OF TO— TOVM OF B SOUTHOLD I SOUTHOLD / T znlo ,w I /I T m l N Si.ACNES CEN. - 9.6AIc) To/yA a 3 n 1: CS 7 a 1e w a _ lam - p w 21ze I O R 5 ® ToY OF E SO THO D of 15mA Xa al 10 A a w m I 6 (' 34 _ Z Zit u aoii O a D F Z p oO $ at Is IN ZI m tiA .� rOirM aE SOUTHOLD a •0� ID /} cove s Fi7 Wft' I e 0 39 q , r 1 0 ♦ � � (,ARD/NERS BAY ♦ ♦ � w m _ n � I w 11 y O fa Z NEW YORK I STATE / � �wDa12 B m oNcl M � Sma�rle dee, +y / _ s 15 _ J iB Q nw 1 14.2 2,AIc1 • p � 15 11.1 \ 1 K M SOUTHOLD SECTION NO 1 ...w rm m u. ______ �„� NOTICE COUNTY OF SUFFOLK © E E —zz-- R,1 o• Real Property Tax Sernce Agency r w "3 C'am.�uw v...r . DW.u. --.-- wrw iA.NM iD n,oHwfE • DfvNr fDniN RM,MD�.Mr 1,N1 ,p E �..` m e u. O— w.ru. ———— ^"•"`——•—— ,lv�eu..DNonixe 0 g P o00 ,R¢r NO 1000 PROPERTY MM -- OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex y �� �� P.O. Box 1179 54375 State Route 25 �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 otjOr LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 10, 2020 Re: LWRP Coastal Consistency Review of KATHY KATONA SCTM# 1000-43-5-3 Monika Majewski on behalf of KATHY KATONA requests a Wetland Permit for proposed one and two story additions to existing dwelling; proposed 14"x38.5' for addition of 539sq.ft. to first floor; proposed 72sq,ft. to second floor for a covered porch-, and for a proposed 125sq.ft. extension of rear deck. Located: 330 Inlet Lane, Greenport. SCTM# 1000-43-5- The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. Note that the additions are located within a FEMA AE flood zone. 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: Damon Hagan, Assistant Town Attorney Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 r 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 Wed., September 9, 2020 the following recommendation was made: Moved by Peter Meeker, seconded by Caroline Burghardt, it was RESOLVED to SUPPORT the application of KATHY KATONA for the partial demolition of existing structure and adding extension of 536 sf. to first floor, 72 sf. to second floor covered porch, and add 125 sf. to rear deck. Located: 330 Inlet Lane, Greenport. SCTM#43-5-3&17 Inspected by: Caroline Burghardt, Carol Brown, Peter Meeker The CAC Supports the application with the installation of gutters, leaders and drywells and included on the site plan. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President �QF S0(/�y Town Hall Annex ' Michael J.Domino,Vice-President ,`O� �. 54375 Route 25 P.O.Box 11:79 John M.Bredemeyer III l�[ [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS - J SCTM#: ��� { MAR a 3 2020 Property Owner" ame: KA-rbJV'q- Date Sent to Bldg: Dept: 3. 3. 2-0 4 The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permittin requirements stated below: YES NO Will the proposed project require a,Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered-a Demolition as described under Town Code? ' COMMENTS: 104Z� Signature of Wiewer Date Glenn Goldsmith,President *QF SOUrTown Hall Annex Michael J.Domino,Vice-President ,`O� Ol0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III l Southold,New York 11971 A.Nicholas Krupski G Q Telephone (631) 765-1892 Greg Williams ;0%0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Am endment/Transfer/Extension ��E Received Application: - ?!�3•�D Received Fee: $ 25-.00 Completed Application: . Incomplete:._ _ _ SEQRA Classification: Type I Type 11 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: �Coordination:(date sent): ,,11 LWRP Consistency Assessment Form Sent: 7. 3•� CAC Referral Sent: Date of Inspection: �$.ZO - �� L=� MAR 3 2020 Receipt of CAC Report: r Technical Review: L71 Public Hearing Held: ' �� �O�J� '^ '_ Resolution: 911 0 Owner(s) Legal Name of Property (as shown on Deed): KA T H Y K 81 O N A Mailing Address: 32-7 V AN DE L I N DA AVE- =f� N r k 1�1 -T -766A Phone Number: 2 01 Lt 1`1 O 5(06 Suffolk County Tax Map Number: 1000 - 1-4 O 5 Property Location: _�3 O I' N L E I L,N G R E E N PQ RT , N Y (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): Ho N I ICA M &7 C 0 Sr.I Mailing Address: 3o STS} LL F R- D R-i FAST Q VOC V F.i NY it g G 2- Phone Phone Number: ( 1 8 9 Z' 1!5 Board of Trustees Application GENERAL DATA Land Area(in square feet): r Qt7 t7I 1 � Area Zoning: Previous use of property; Intended use of property: St 0 L A T i a Covenants and Restrictions on property? Yes _�,//rNo 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 ___V/ No If"Yes",please provide copy-of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? ,_ _ Yes No Does the structure(s)on property have a valid Certificate of Occupancy?—L/—Yes No Prior permits/approvals for site improvements: Age nc , � f Date ( No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?__�,/No Yes If yes, provide explanation: Project Description(use attachments if necessary): rD 0 O ' U � Co ` JE& S36 1 s Sc ��e Board of Trustees Application GENERAL, DATA Land Area(in square feet): 910 Area Zoning: F,- 40 Previous use of property: (d"0.L"t i0l Intended use of property: Y Side LATco,t Covenants and Restrictions on property? Yes J No If"Yes", please provide a copy. / Will this project require a Building Permit as per Town Code? V 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 V/ No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes \/—No Does the structure(s) on property have a valid Certificate of Occupancy? /Yes No Prior permits/approvals for site improvements: Agency Date r4d o� Toa -{ru_c�er / /23- 12,oL g No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes, provide explanation: Project Description (use attachments if necessary): - r n osed 01, c► �ol< i �. s3 0 0 2�/ In �¢,�Ly (DIV 420sezf 1 .1 72 S" �� Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA 'J"7 Purpose of the proposed operations: 536 o s — Area of wetlands on lot: moo D square feet Percent coverage of lot: 0 Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involy cavation r filling? No t/ Yes If yes,how much material will be excavated? �� cubic yards How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: � feet Proposed slope throughout the area of operations: f1-J Manner in which material will be removed or deposited: lu �- 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): Board of Trustees Appli ^ation COASTAL EROSION APPLICATION DATA Purposes of proposed activity: /. u Are wetlands present within 100 feet of the proposed activity? No Yes Does the project involve excavation or filling? No ✓ Yes If Yes, how much material will be excavated? _ { _ (cubic yards) How much material will be filled? (cubic yards) Manner in which material will be removed or deposited: N l P� Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) � Glenn Goldsmith,President '�XQF SoUT� Town Hall Annex Michael J.Domino,Vice-President �Q� ® 54875 Route 25 P.0.13ox 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Ptc Telephone(631)765-1892 Greg Williams %� �® Fax(631)765-6641 COU I BOARD SDE TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I(We) The owners of record of property at: IV L4? L.,h F� , in the town of New York, SCTM#: in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described:_ FIs shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees.We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. 4natu a owner of record Signature of owner of record otary Public. I Althea S Howard \ Notary Public of New Jersey commission ID#2457494 This maintenance Tis W?be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. -- I 61Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I -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 I 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 I -Project and Sponsor Information 01H.r C TON(�7 Name of Action or Project• INLET LN Project Location(describe,and attach a location map): 30 INLET LN , 61?EUN?0R i , IVY IVF OLK CDU rY Brief Description of Proposed Action: rr �(ool�' j%cojiov f o a to C x 5TH vlJ fres t do-ow-, (Si�►� QrYric' � 4o W Fl cwt-d 12 s o, �{ f o Zk d FL I%"Cove real pol% ; ) , 40 ria,u 06zC,1c Name of Applicant or Sponsor: Telephone: Z_04 W-7 © 6-/ 9, 1 r_f l O N A E-Mail: I[.(�KZ 01 (F C k 41L.CQl"I Address: 3Z1 VANDELAN A AVE City/PO: State: Zip Code: I-C-A K1 LCk 1 N " 1 646 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinanc , NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that F] 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: ElT)cc El 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? Q•Q�2� acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? O.E05 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural (non-agriculture) ❑Industrial ❑Commercial Residential(suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5 Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ 1:0 1 ❑ 6. is the proposed action consistent with the predominant character of the existing built or natural NO I YES landscape? ❑ 1Z 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 YES b.Are public transportation service(s)available at or near the site of the proposed action? 12r 1 ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: PI ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 1_1 11.Will the proposed action connect to existing wastewater utilities? NO YES 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 YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline El Forest ❑Agri cultural/grasslands El Early mid-successional [Wetland El Urban F-1 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? [:�f ❑ 16.Is the project site located in the 100 year flood plain? NO YES JP 16103 CO 1-7 6 V e /2T Zoo 17.Wilt the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ R a.Will storm water discharges flow to adjacent properties? [�NO [:]YES b.Will storm water discharges be directed to established conveyance systems(runoff andsto drains)? If Yes,briefly describe: ❑NO LyJ Y ES 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: 9 ❑ 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: ❑ 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: Fq ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsorname: A) Date: ZPc-?/ p 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 F-1 ❑ regulations? 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? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ El existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate El El available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: El 11 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, ❑ Elwaterbodies,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 El problems? 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. EICheck 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 Appli :ion AFFIDAVIT l 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 WORT{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 DAMAGE'S AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF ` GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE, T HE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE I 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 COAS'T'AL � EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. i kature o roperty Owner Signature of Property Owner r SWORN TO BEFORE ME THIS DAY OF 24 Notary Public Althea S Howard Notary Public of New Jersey Commission lQ#2457494 Commission Expires 2112123 - Board of Trustees App1--ation AUTHORIZATION (Where the applicant is not the owner) I/We, l , owners of the property identified as SCTM# 1000- �-t 3' S- 5 . 1 in the town of Lo{>;- , ,New York,hereby authorizes I C E 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. P p rty Owners Signature Property Owner's Signature SWORN TO BEFORE ME THIS I DAY OF Rt 19(14 ,20,E Notary Public Aiihea S Howard Notary Public of New Jersey commission JDM 2457494 commission Expires 2H2123 i APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethic_prohibits conflicts of interest on theyart of town officers and employees.The nu=se of this form is to provide information which can alert the town of Wssible conflicts of interest and allow it to take whatever action is necessary to avoid same. C YOURNAME: rC� � U�� p -I ICA— (Last nam first name,.gtiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee �— Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other ,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO — Ifyou answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the 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 /l Submitted this da of ru.0 20 Signature r Print Name Form TS 1 IU b7 s APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Qrhibits conflicts of interest on the part of town officers and emgloLes 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 setion is necessary to avoid same. / YOUR NAME: 'I �l (Last name,first name,4piddle initial,unless you ad applying in the name of someone else or other entity,such as a company.If so,indicate the.other 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 shares. YES NO ` If ydu answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the 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 N � Submitted this AldaMf 207-.0 Signature _ Print Name Form TS 1 } r• PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: STATE OF NEW YORK COUNTY OF SUFFOLK k \ � �residing at being duly sworn,deposes and says that on the day of 20_odeponent 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 there 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 at ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. IF Sworn to before me this Day of �U 20_j:;;�n Notary Public Althea S Howard Notary Public of New Jersey Commission lD#2457494 commission Expires 2112/23 1 Glenn Goldsmith,President ' Poll(4119, Town Hall Annex Michael J.Domino 54375 Route 25 John M.Bredemeyer III = P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams 'llr,�o® p� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 1, 2020 Monika Majewski 30 Staller Drive East Quogue, NY 11942 Re: Board of Trustees Application of Kathy Katona 330-Inlet Lane, Greenport SCTM# 100,0-43-5-3 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, September 16, 2020 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice,regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order'to have a conversation with the Board during your application review. Eruly Yours, I� 4aW19 Glenn Goldsmith, President Board of Trustees J Glenn Goldsmith,President' Town Hall Annex 0 �pG Michael J.Domino 54375 Route 25 John M.Bredemeyer III z P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams 'lh ® app Telephone(631).765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESEDAY, SEPTEMBER 16, 2020 5:OOPM & '�-30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, September 16, 2020 with the'Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access,by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platfhrrn-on Wednesday;--September 1-6, 2020 wittfthe Regular Work Session beginning at 5:OOPM, and the Public Board Hearings beginning at 5:30PM. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownnv.qov/calendar,or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OO13M. - Options for public attendance: • Online at the website zoom-us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 910 7289 9663 Password: 151944 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. To view the application files please visit: https://www.southoidtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL.RECEIPTS Name: Address: / . 1 z Lid. 1 � ! r_ STATE OF NEW YORK COUNTY OF SUFFOLK C `` Lazotj&�,residing at S27 , cQ ti � li/-Y 0-7l`p _,being duly sworn,deposes and says that on the day of !3e eimbev,2Qg!2, 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 there 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 at 2 JIfeA& _ ,that said Notices were mailed to each of said persons by CERTIFIED MAWRETURN RECEIPT. Sworn to before me this 14 Day of_5fj2-k4'" 20— M„ntka Maiewski NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIMA6392440 Qualified in Suffolk County Notary Public commission Expires 05;26''-023 m Glenn Goldsmith,President4\O UFFO��-Cp Town Hall Annex Michael J. Domino 54375 Route 25 John M.Bredemeyer III ZZ P.O.Box 1179 A.Nicholas Krupski � ��� Southold,NY 11971 Greg Williams yob O! r�'r 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 KATHY KATONA COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE 1, O I H Y C&T 0 0 + , residing at/dba 32-7 �zQ H o(eC.�'ti��SZ hve JL��-vte-ck , 0 j 0 1 �6L bei duly sworn, depose Ad say: That on the l day of Serle v , 20�,D, I personally posted the property known as 3 3 0 Teri Cel Lo , 6re—e9,,I?01,d- ) DLJ y 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 seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 16, 2020. Dated: C60-yJf orj -- (signature) Sworn to before me this day„of 9120 � Monika Majewski NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 MA6392440 Qualified in Suffolk County Notary PuYfic Commission Expires 05/28/2023 ru C3 rq ED IE: fl ° ° A. EI3 ° '-� �1'ata0PQ1' C C yy r ° % 4d: (lftts'QftRs4;" li fIJ 1 ° }? ° r M L ° "•'. �z t;, tmm ep Certified Mall Fee rr I ep ru Certified Mad Fee t,°r i N 119111 $ - - - (Che', r"' � 1 i_):j O Extra Services&Fees(checkbox,add fee$gs7°g r IL Extra Services&Fees(checkboxadd fee 'ap ete) +� ❑Return Receipt(hardcopy) q>rho�}QeteJ i Return Receipt(hardwpy) $ �-'°�- 1 � `C 1:3 P \�: O — �`, w ❑Return Receipt(electronic) $ , `df El Return Receipt(electronic) $ o p, 0 Postmark r Postmark T ❑Certified Mall Restricted Delivery $ !I,III I ❑Certified Mail Restricted Delivery $ I°9! 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Y/ z C o D If YES,enter delivery address Below: ❑No o N a a rt Joh o I GA �,s kr �� � t tic 40 IIIIII I III I II II I III I III I IIIII III II I III 3. Service Type ❑Priority Mad s Expres ❑Adult Signature ❑Registered Mail" ❑Adult Signature Restricted Delivery El Registered Mad Restricted ❑Certified Mail® Delivery 9590 9402 4768 8344 6148 32 El Certified Mad Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery Signature Confirmation T^' 2 Article Number(transfer from service label) - •-- Mail ❑Signature Confirmation 7020 1290 0000 2581, 1880 Mail Restricted Delivery Restricted Delivery oo>` Domestic Return Receipt PS Form 3811,July 2015 PSN 7530-02-000-9053 lot ; A flite Wes rw AF op k � • fi k AM � i a M. e x r NOTICE OF HEARING W . . xl ^Y c 1 R � s i f a 4 • r L ' � o c) 1 - l uk ;t u A . } 1� M M M p 5 r Wr'il vo ft r t yr r w , ^W r �^61 A k Ru 'R,'r�,". y�� � �•� � "'"�y, m Amy m. � M ..._.. ...,, .-le�:�,i.•.....mn�y,v,nMn,.�MWMsi, .-10101... NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: KATHY KATONA SUBJECT OF PUBLIC HEARING: For a Wetland Permit for proposed one and two story additions to existing dwelling; proposed 14'x38.5' for addition of 539sq.ft. to first floor; proposed 72sq.ft. to second floor for a covered porch; and for a proposed 125sq.ft. extension of rear deck. Located: 330 inlet Lane, Greenport. SCTM# 1000-43-5-3 TIME & DATE OF PUBLIC HEARING: Wednesday, September 16, 2020 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. 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 si mg ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town 3: If any question in Section C on this form is answered "yes" 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. 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#I ppb - V-)J - o �7 — (0 3. ,I I PROJECT NAME 2)S co lr&i t- C T L'N The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold I agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.tcapital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit, approval, license,-certification: d Nature and extent of action:14 2&6a � k �o Gv�,Sf� WC// aCZ66 V7'o C, i-faJ' c287S 6e`ot, ®vL' 1XI -72 r � , y Location of action: J'0 �Lil&i Site acreage: Present land use: Present zoning classification: 40 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: ' , LATHK 6 %ONA t '(b) Mailing address: ^32 -7 - Vt� N D EQ N D 4 A V C 6J LCA iv 7 07(x66 ; (c) Telephone number: Area Code 4q! 417 - 0-1-657 (d) Application number,if any: N/ Will the action be irectly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No If 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. `dyes F] No ❑ Not Applicable 1 ` L_ S h ry H F Attach additional sheets if necessary Policy 2. Protect" and preserve historic and archaeological 'resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable 1 , f 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 9yes ❑ No ❑ Not'Applicable ti�S ' " U Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III_Policies Pa es 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 throu 21 for evaluation criteria ElYes ❑' No Not 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 evaluation criteria. ❑ ❑ Yes No _'t 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 Not Applicable i Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes See LWRP Section III—Policies;-Pages 34 through 38 for evaluation criteria. ❑ s '❑ NoZot YeApplicable PUBLIC COAST POLICIES r 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. ❑ Yes[] No u Not Applicable Attach additional sheets if necessary WORKING COAST P,—JCIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. Se LWRP 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. ❑ Yes ❑ No Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LW" Section III — Policies; Pages 62 through 65 for eval ation-criteria. Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; ges 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY AQ N I TITLE ���'iv f DATE�29��-0