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HomeMy WebLinkAboutMitchell, Joseph & Ha Shum C Kwock Michael J. Domino, Pr �QofF0(�-�o Town Hall Annex John M. Bredeme er III Vice- r si ent �� Gy 54375 Route 25 Glenn Goldsmith y i P.O. Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williamsy ® p! Telephone(631)765-1892 3 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time- y 7 Completed in field by. Thomas Trifaro on behalf of JOSEPH MITCHELL & HA SHUM C KWOCK requests a Pre- Submission Inspection to discuss a proposed second-story seaward side deck expansion; front portico; and an existing 4 foot wide catwalk with steps to a platform. Located: 1380 Corey Creek Lane, Southold. SCTM# 1000-78-4-18.3 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 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 completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: v Bredemeyer ° M. Domino Goldsmith N. Krupski G. Williams Other Page 1 of 2 Michael J. Domino, Pr O�QSVFFO(�-`'OG Town Hall Annex John M Bredemeyer III,Vice- resident ,�� yam, 54375 Route 25 Glenn Goldsmith co z P O. Box 1179 A.Nicholas Krupski 1�_ Southold,NY 11971 Greg Williams 'y ® p! Telephone(631)765-1892 ��� [ Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: Thomas Trifaro on behalf of JOSEPH MITCHELL & HA SHUM C KWOCK requests a Pre- Submission Inspection to discuss a proposed second-story seaward side deck expansion; front portico; and an existing 4 foot wide catwalk with steps to a platform. Located: 1380 Corey Creek Lane, Southold. SCTM# 1000-78-4-18.3 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams E. Cantrell D. Di Salvo Other Page 2 of 2 Joseph Mitchell&Ha Shum C.Kwock CT #: 1 Creek00-78 Lane,4-18.Southold � SCTM#: 1000-78-4-183 �- 2/7/18 ti ,►+Idly —.\ ter.=_an- t i �v ° �s u�1JOi1 rt 1hi111 J1I tII ... yur�J/1 �t!)f1 , : }11111 ru/)!�) o c "° n � m 'C'� 4 „`' `} •� fit°' ,�, ,r r Joseph Mitchell&Ha Shum C.Kwock 1380 Corey Creek Lane,Southold SCTM4: 1000-784-18.3 2/7/18 �a 1 A —Owl , �t�� u_' _ s l' + a' l,a.•�5 t ,h +�'R� r.�-_ ` tI q Fi ��� r d +e l r e G u ,.:,{v r:•.,.-W. •. � t ?c'v P r � k �'� � -A � v t�, _ - 2 Y � �'� 1� � '�� •u { k 1'`' i "mac 'f f;� a �'�,"�, Sk E .x v r.,:. �!.' Y 1.::.� ���y7•r"��F �,r x "�� i�4 iw�'yr �1 rl �� r. J, :s .'��f,�,N �'�}tG� °.�., v r � ,i-ik u.-r u' _ ::.' _ ..;., -.., .rr..,;, �. ^. � r. �`t :..:.,y t; x ;7F' y .• e "�' .a.�?�c �p .,� ��:a c'°_.«'[ .e� tt .lam n :,.. ,k v °'a•_: : ,> 1 , des: l',,A"` 1fiEt`-a"e.,. k xp,� ., r, � > ,�t:. �r 1 ��T h�$P ....�, '�.d:�..- �* ,ty T- r y,.t,; 1 jj� ..y fV tF,. 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'T��£y' Et hy�.,C +t f �,�.. 1 , -A + �'., ' /� M� s+3 �S ''�'�;�� ••:„"' i ,�}}.... ,�ir�ac��°F,*�;r,�"��`�.� yq,s�r"�`s+ ~!S ;..15' M�,rsF.> 6 t.,i�? »,�t��y�#^��aa Br "`y ;+'q;.. �r 9 ��n 5 „►i'' F�e� a�� �° g;..yf.+^7'v'��^"' .R z� - � �.�i'J-"�.E k f-:,y •i, r:� �' .�� � � px �`ar��'� � i ALL MOORINGS AND STAKES MUST DISPLAY VISIBLE MOORING NUMBERS ALL DOCKS AND BULKHEADS MUST DISPLAY VISIBLE PERMIT NUMBERS V . ' � Y�� `.'���-:. -;����'•,. :;�y ply .Qgi�'_�•i�� ��QCff�' � •l Son- u'll FFI 41 BoardOf Southold Town Trustees SOUTHOLD, NEW YORK D =;s� � Mooring # PERMIT NO. 1825... ............ DATE: Jun.e. .277 ..;....1984 ISSUED TO .........Walter Trappe ........................................................................................................................... Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- fifled "REGULATING AND THE PLACING OF OBSTRUCTIONS .IN AND ON TOWN WATERS AND PUBLIC LANDS and the, REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;" and in accordance with the Resolution of The Board adopted at a meeting held on May....2.4........ ....... an in consi eration of the sum of 46..00....... paid by ................ ir pp. Q............ of ..... Southold ............... N. Y. and subject to the e Terms and Conditions listed on the reverse side hereof, N of Southold Town Trustees authorizes and permits the following: Approval to construct a dock consisting of a 172+ catwalk ,with rail,. 121x4.1 hinged ramp with rail, 161x6l float secured by two pilings, with the pr'ov R 4 ision that the float is placed parallel to the all in accordance with the detailed specifications as presented in the originating application. shoreline, in as close to shore. IN WITNESS WHEREOF, The said Board of Trustees kere- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the sa* Board as of f 's, date qt NI Lr) !WWI .................... ................. Ni Trustees 1111 R I 111 11 1' 73109143��1�51� PIZ1,11111p, q .A AN TOWN OF sj6uT.'H6LD TOWN CLER' K,$OFFICE SOUTHOLD,NEW-YORK WgtbAi5s' AM This Wetiarids,0erm-it No. ...165.................... has been:granted:by-the,Southold Town Board according 16 r. -inf6irmatiori-lurnished'in Application No....... ........fijed;byAOplicantI . 'Enconsultants. Inc .,on ...................................... ... ........... A-map.of the,.pr6posed work will be kept �o .P�......... on ...April 1.7 1 ...... on file,in the Town.Clerk's.pffibL-tifider:iheapplication numbergiven, ,permit granted to do the following,workc...Rstruct timber dock,consisting of a fixed .................;...............;.�.......... .............s................... catwalk with rail, hinged ramp, with�raiil, and Mat secured•.13y ilin ��. ................................ ..........................6—............................................... ......9' . ................ ......................................................................................................................................;......................... 'Core' CeWek Lane, Southold Location of propertyon which work to be done......:..:: Creek t............... ...................... .................. ........................................ ... .......... ................................................... ................... .................................................................................... ........ ...........!­­...................... (orsting.pr.opierty C) ....................... .'A ...................................................................................................................... .................................... Sizeofwork: ........................................... II W&K .........;......... ............v........ HeightAbove FiighViter ...I.A...................................... ..................................... Depth,Belo'W'stbw Water ....... ................................................................ ....... Yards to be Excavated...............Win P.................................I......... ............................... Yardsto be Filled ...................Ug.ng............................................................................. Man-he'r in Which material,into be rernoved.or deposited ..... ............................................................... ..............:................I................................................................................................................................. Intended use of property.:Rri.Y.AM. .......................;...........I.....................;..................... ...........................................................I.............. ......... ...............................I................................... Conditions if any...P.R.Q.V.I P JE.Q...tb.q..f close to -the ...................... -tf 'g .................. Expiration Datei.f.:w R r K.Aut 5;.6 Pk2.rq.twntmAd by.. ..date......................... Number of Inspections Required... InspectionFees .......................................................................I...............I............. Liability Policies in the Amounvolf ............................................................................... .......................... the validity of this permit is or may be subject to the approval df,4dther^:_governmental or municipal I i , .. -""I'.' "9�' '_No . �'." I.'h approval. In the authorities. The Town accepts no responsibility in�app ying-for, 'dblaining.sqi; event that such approval is necessary,.the holderI 6i,ti�,s'pbrrnit---'ihal 1'-j'i`6t I fcorrim-&n6e bp6rziti ons here- under until such approval has been,obtainiad in wfitihg,.;'�Tl e failure to6tain'iuck other.approval when required shall subject this permit to receipt by the Tbwn Clerk of written notice from such other g;pve'rn'mental,,ort-hunidiOpt,pLithcirities of its refusal or disapproval The applicant..does_•by the.acceptance of this permit, assume 611 responsibility for operations under- uken•pursuanY.to this permit, andtshall,=take all precautions for.the prevention of injuries to persons and property resulting from such,operations:.By succi_aCceptance;,the applicant also agrees to indemni- fy and save harmless the Town, and its offi-41from any and all claims arising from;operations;under this permits and any-and-ail"," or omissions of applicant, his agent<and employees. The applicant and the.owner and occupants of.the•premises.upomwhich.the operations authorized by this permit are,being.conducted,.do, by the acceptance of this permit,give consent to the Town,and its officers and:employees w enter upon the Premises where?such.operations are being conducted to make such inspections;as the Town may deem necessary to-insure that such operations are being,con- ducted in conformity with This permit. This operation will not substantially:- A. Adversely affect the:wetl'ands of'the town. B, Cause-daniage•froin erosion,tur,bidity.or siltation. 4 , C. Cause saltwater intrusion into the fresh water resources of the town: D. Adversely affect fish;'s AOish'or other beneficial marine organisms,aquatic wildlife and vege tation-or.the natural-habitat.thereof. E. Increase'•the'danger offlood and'storm=tide damage. F. , A&ersely affect navigation on tidal'waters or,the tidal flow of the tidal waters of'the•town. -G. Changefthe course,of*hy channel.or,the natural!movement,br.flow of•any waters. R. -Maken.o'r undermine the•aateral'support of other,lands,'in'the•vicinity: 1. Otherwise adver"s"ely.affeci the fiealth,.safety'and".general welfare of the peopte,of the.town;> ;f Signed rs 4. ...e....f::;x_./...1 Town Clerk,Town'of°Southoto" ,•S E A L C , r Date................bAtt.1%...IM.............................. fl 1 F OL r TELEPHONE BOARD OF TOWN TRUSTEES (516)765-1892 TOWN OF SOUTHOLD Town Hall, 53095 Main Road P:0. Box 728 Southold, New York 11971 May 31, 1984 Honorable Judith T. Terry Southold Town Clerk Town Hall Southold, New York 11971 Dear Judy: In the matter of the application of En-Consultants, Inc. for Walter Trappe to construct a timber dock consisting of a 172+1 x 41 fixed elevated (31 above grade) catwalk with rail, a 121 x 41 hinged ramp with rail and a 161 x 61, float secured by two pilings in a canal off Corey Creek, Southold, Trustee Kujawski stated that all of the Trustees visited the site on May 23, 1984. The only difference about this is that the actual location of the catwalk is not where it is indicated on th6 -drawing. It's actually more to the. . . .actually a little right of center of the lot, and I believe the owner also -agreed With -us that the float , .rather thanbeing perpen- dicular to the shoreline, which would probably be a navigational hazard, --shauld ,.be-p-arallel to the shoreline,- brought:: back in-as - close" to °=th-& -shore, similar to 'hi's- neighbors- (Mr; 'Oc-chi7ogrosso;) .- There was no objection to the rails, on the ramp and catwalk, as this was probably for safety reasons. The Trustees want a corrected diagram, reflecting the proper location of the' -structure, from-�Mr. Haje. On motion made by Trustee Kujawski seconded by Trustee--Bredemeyer it was RESOLVED to recommend to the Town Board Approval of the Wetland Application for Walter Trappe submitted by -En-Consultants, Inc. as amended to place the float parallel to the shoreline, brought back in as close to the shore and that Mr. Haje submits a corrected diagram reflecting thenewlocation. Very,,.truly yours,. Henry P. Smith, President Board of Town Trustees .✓. L J) Tq M L U PuRPosE: PRIV^T4:F 60AT DocK � 1i SouTNOLO ROJ,9CENT OL A/E4S 4. -T OccWoGRosSa ly aS" R foREY CREEK L�9NE O B SuFFOLK Co "A65TR0/y H,05 r; HAP a3 BcigLE/`��000` 40 O 4 4 �` o �•o k ? W 1 ;p J y PRoPos cc QC �- �' CATuAL) -o = D (� � J N � Q 3 O a ♦� j � v SHeQ��i�E c � Q Q � .7 V aa p PROP 6 W6'FLOAT C1 V Q DRF 06 ED CANAL- 3 o 4'F COREY CREEK w;d+h -T,3C-01, 10. N� � , o , PQo Po$EO O oC k TOr. IVALTE2 TRA PPE 0�1 CANAC_ o F4 CoREY CREED SouTHOL 0, SvFFoL.K Cod M. Y. 6r �N-��NSuLTANTS� I.�C - s�1EE-r /•f r y/s/8y ti?c v I I 1 1,111 1511 OD QJ _ ''i Aap v v91 ti v'oo/ ao Ooq 99!S� • 0 $ lip b3 'u'Z/ .,O/ .SOo fes• QG Q �b O ' • NC�irn Q W OD .� o9z is z w � L_ . © y n Os BOz 3+OS 9Sp/B'S t'®(A ,O O AAM e SLEEPY O ,WU .f]..,\\ 5�,a,.,. 1 -t\. 1 -..../' / )1�j✓ / _T,`..�`j.. ta,] is•IU the p) n.s• 0 1.oNc1 w a v �r e` ♦ I e ms n O w ta• 9��p w a ,.oNU T , )♦ ) a IS. SOUTHOLD 11 yaf w w w w .(1 ,P ..tea D a a 24 mN., ws ° E is y °t •"' °P �0: � SEE SEC.MO.alr O > we 8 l' RD. .g bto T / couwyO / �FOLX q / •1 Jl E w _ /StNU S SEE SEC.NO.OMJ.^ '-� [ ftY� '' `� ,e.. p 1�1NU \ , �✓ 21 IS E a 152 u O n 1 c a ° is 4 ) ,a• a � aza a q 1 1 r.aYU r.aV�l sP ),+ A) T P PP � g,� ♦ � ¢`'+ .tea+ COP s',d, .� 'b � >q� a •�a b`_ e� wn b I3�A °1u_ s° ° H��PY1'� ,a .•T � �� � a o"'- q ° �/- •ir,D >,y''tr � J3YU S ar .t j >� ,,,� f � 1 la . � n° Ti e � •p 9 Y w N 'p a" ,0 09 •bww � ± q �N �tr� � Q' e q j a.� se � gid+ �,s O m y • � `� " b `> '° >+1 42- 32t2 O � (n 1P n .o� ,) �w ® a'�� a��♦ „li r2 w r�> w ]t '�U � o >u ,Y{U ,) "• Y � ,•) TZ � '� � J elf °s,ar � �� u., 1Y J,:T b�,w ,D •1 � ,¢ p T1 y , 1 E aJ �` �� b.t a, .e °7 EO° / ,Y�1 S] ,y, •• OT N _ .e � iac., ,..Nc� z.Wcl ea 'm. •sa •,s `� a, .Q w to 0 �a J 1. 15 S .> .° '° ''`'Yq OD: �! J _SWc, 9 1sa1 r e J I ^ E t•ATCN —�--,]NE 1 / �t � .4 �+,a-•' ' c E (°°7 � SEE SEC.NO.Oa> iEG roro. ,a SECTION NO .. . — -- -- -- -- N. .Nontce .KEa AgencyCOUNTY OF SUFFOLK © E Re E µms— ,.— R1, O —_—— W — — al Property Tax Service Agency r ®� ,,,,,,,e w 078 O r __ _ _ wrtnwnc.scnf1D 3 n.,,Ny Gnr xN..ew.xr nw+ N on N P eoe Ofl 70D° PROPERT• >.1YAP O w,.., a ..� ,2,NQ,•,vu _ _ rte" mweso•,wer¢sq M.1 - -- -- - Vincent Lucarelli, AIA 9 Kirkland Drive Greenlawn,NY 11740 631-262-0273 January 11, 2018 Town of Southold Board of Trusties P.O. Box 1179 Southold,New York 11971 Re: Mitchell Residence 1380 Corey Creek Lane f JAN 1 9 2018 Southold,N.Y. 11971 Job #2017-57 Attention: Board of Trustees We have an authorized letter with an affidavit signed by the Owners Joseph Mitchell and Ha Shum C. Kwok allowing the Board of Trustees to enter onto his property located at the address above, on February 7, 2018. We would like to review a proposed second story deck expansion, front portico, and an existing 4 foot cat walk with steps to a platform. I have attached a plot plan and a survey to show the location of the items listed. Joseph Mitchell (571-265-2016)the Owner and Jay Voss (516- 642-2539)the builder will be meeting you there. Thank you. If you have any questions or additional comments, please contact Thomas Trifaro at 631-567-1307 @ Vincent J Lucarelli, Architects. Sincerely, Thomas Trifaro Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, M I reg ALL- Am)- 'S'fT v M-c . wQ k, owners of the property identified as SCTM# 1000 1 `T' _ a tS in the town of - - _ .New York,hereby authorizes _ _I l�l.Acs _ _ • j r`t �� - to act as my agent and handle all necessary work involved with the application process for permits) from the Southold Town Board of Trustees for this property. _ r S�j - I - P p Owner's A ignature - Property Owner's Signature -- _ - SWORN TO BEFORE ME THIS. DAY OF V _ ,20 • DENISE ANN TRIFARO Notary Public D7 NOTARY PUBLIC-STATE OF NEW YORK No. O1 TR6181817 Qualified in Suffolk County My Commission Expires February 11, 202D Board of Trustees Application AFFIDAVIT, 4A- �_t�UM C6-IP49A BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. V 0 Si afore o roperty Owner - Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF ,20 DENISE ANN TRIFARO "-? • NOTARY PUBLIC-STATE OF NEW YORK _ No. 01 TR6181817 Notary Public Qualified in Suffolk County MY Commission Expires February 11, 20V S.C.T M. NO DISTRICT- 1000 SECTION: 78 BLOCK- 4 LOT(S)- 18.3 COREY CREEK LANE EDGE OF PAVEMENT _ ".P 81005 10" E 100.00' D.Pmb El 6.0 MON., EL 6.4 70.03' LOT 27 Q a d O LOT 15 Cl) < a cn WELL EL 74 Cn LOT 28 y ° 2' 2ND FLR. WELL CQr OVERHANG O 15.0' 40A IST & 2ND FLR. _ v EL 7.6 w BWOOD DECKS RICK n GgRAGE� � `" pgT10 GF 7.9 2 STY FRM. \°D �? #1380 _ C f STgL FFL 9.7 Bq 40.4' RRIER R EL 7.9 2ND FLR DECK \ E$pU_ _ RCES Sy W00 IM R WALL TW 7.0 STK. 15.4' E�S4$TEM BOUNDARY BRICK BW 4.0 \ EL STEPS 3. . 1 TW 6.9 ST FLR. \ -A A 9W 4.6 W00 UNDER STOOP A FRMSHED 1 \ WOOD 1 \?, o \ DECK fm 18 3'—'— EL 3.3 EL 3.4 — _ EL 3.3 _ _ EDGE OF MARSH \ f 9,0'^ \ OZ�0 2� ZONE AE EL 6 1\) \\ L w � � O \ C\2 0 co O • A O O WOOD STEPS A MHW_ TIE LINE ALON — — _ G MHW LINE — MON. N 71 X55' - - - - - _ 1Q» 101 2 F� J 'C�R 1 9 2018 El � O PILINGS , (DREDGED ARM OF COREY CR ELEVATIONS BASED ON ELEVATION CERTIFICATE PREPARED BY JOHN EHLERS LAND SURVEYOR 04/14/2016 THE WATER SUPPLY, WELLS, DRYWELL S AND CESSPOOL FIRM ZONE MAP 36103CO166H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA 27,622 68 SQ.FT. or 0.63 ACRES ELEVATION DATUM NAV088 ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 7S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF. LOT 27 CERTIFIED TO. JOSEPH RYAN MITCHELL, MAP OF- COREY CREEK ESTATES FILED- AUGUST 15, 1967 No.4923 3 SITUATED AT- SOUTHOLD TOWN OF SOUTHOLD % KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE N 18-01 SCALE I "=30' DATE JAN. 5, 2018 PHONE (831)298-1588 FAX (631) 298-1588 NY S. LISC. NO 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk MHW — N 71'55'10,, W MON. 6 - - — MHW v �I Q 0 .--I o a C\2 co � C\2 IO C\2 T.H. w F I 3 Z O� 9;Oy+ LOT AREA = 27,622.68 SQ.FT. o Cit CQ CQ \ EDOE F gARdH — m E L 3.3' PROPOSED 2ND STORY DECK \ v EXTENSION Q (441 SO.FT) o 0�0 Z � Q /PROP O W EXISTING,2ND STORY DECK TO BE REMOVED - cOA p R RC'p_ STE.rH `C �dKtl / l' o IP�r CCQ _ ELtil E � ______-t__ �tptA D1TW LCAOf Lo V) 00 r� _ - - —� - -49CNI D / / 0 PROPOSED 2ND STORY 8 8� COVERED PORCH O EXISTING OVERHANG (35 SOFT) Z WELL EXIS ING I Z I ' WEL ® PROPOSED FIRST FLOOR ADDITION U PROPOSED SECOND N FLOOR ADDITION EL 6.4' El PROPOSED DECK/ COVERED PORCH MON. S 81005'10" E 100.0' w COREY CREEK LANEb. PLOT PL.�AN i it = 20•-o•• INFORMATION ON PLOT PLAN TAKEN FROM SURVEY PROVIDED BY: KENNETH M. WOYCHUCK — LAND SURVEYOR SITE DATA LOT AREA: 24,050 SO.FT. �l, EXISTING FLOOR AREAS: PROPOSED FLOOR AREAS: EXISTING FIRST FLOOR = 965 SO.FT. PROPOSED FIRST FLOOR = 0 SOFT. EXISTING SECOND FLOOR = 1,125 SO.FT. PROPOSED SECOND FLOOR = 0 SQ.FT. JAN 1 9 2018 EXISTING COVERED PORCH = 0 SOFT. PROPOSED COVERED PORCH = 35 SOFT. 1, EXISTING SHEDS = 0 SQ.FT. PROPOSED 2ND STORY DECK =441 SQ.FT. EXISTING TOTAL = 2,090 SQ.FT. PROPOSED TOTAL = 476 SO.FT. TOTAL FLOOR AREAS: EXISTING TOTAL + PROPOSED TOTAL = 2,090 SQ.FT. + 441 SO.FT. = 2,531 SO.FT. LOT COVERAGE: PERCENT OF LOT COVERAGE = 1,406 SO.FT. / 24,050 SOFT. = 0.0585 = 05.85% CONTINUOUS RIDGE CONTINUOUS RIDGE VENT (TYPICAL) VENT (TYPICAL) CONTINUOUS RIDGE VENT (TYPICAL) —12" FLYING= 18" FLYING =GABLE _ -12 12– _ ASPHALT ROOFING 12 GABLE �5 ARCHITECTURE _8 8 OVER 30# FELT ON -12— 12" FLYING & NEW 1/2" CDX PLYWOOD 8= GABLE CONSULTING VINYL VINCENT LUCARELLI A.I.A. SIDING BUILD CRICKLIJ I I I I I I ASPHALT ROOFING 9 KIRKLAND DRIVE (TYPICAL) OVER 30# FELT ON GREENLAWN,N.Y. 11740 1/2" CDX PLYWOOD 631-567-13U7 12" 12" 12" NEW VINYL SIDING 322 323 322 G EXISTING DECK FLOOD LIGHT 322 322 O O NEW 36" TO BE REMOVED AS PER OWNER 342 343 342 342 343 342 342 HIGH RAILING F _ _ _ _ _ AS PER OWNER Q 0% CD 1PIT1 m11 in rpi— n1 Inif ifw 01 VINYL 12 zP N I I II II II II II II I II II II II II I I II II II II II II II II II II II II i i SIDING 8 LIGHT AS PER NEW � �II1L1U11U11LIL11 I I00, NYL 11JULILII X1111 IIJI I I CODE: E3903.3 SIIDING z 0�� 631-567-1307 - - - - - - - - - - - - - - - - - - - - + �� 1165 BROADWAY AVE. II 7/ - - - - - - - - - ��� I - -�-� �' HOLBROOK, N.Y. 11741 y iTTRIFARO@DTTDESIGNS.COM UT 322 NEW VINYL I II II 342 343 342 SIDING REVISION II II 6"X6" A.C.Q. 6"X6" A.C.Q. 5"X6" A.C.Q. H II II NEW WOOD POST WOOD POST WOOD POST Q I I I I VINYL iTLFWI I I I I I I 1 1 ) SIDING II II z NEW DOOR z z Z 16"X8" SMART VENT 8"X36" DEEP I 11 I I I I I O H FLOOD VENT POURED CONCRETE I I I I AS PER OWNER I I ( I I I F_ CHEEK WALL LJ U '� "� L _ _ _ _ _ J "' LJ LJ FONT ELEVATION 1/4•• = 1•-O•• I I I I I I w LJ LJ LJ o RIGHT ELEVATION 1/419 = 11-011 CONTINUOUS RIDGE SITE DATA LOT AREA: 24,050 SQ.FT. _ TEg — �A — 6 Z VENT (TYPICAL) � O — — EXISTING FLOOR AREAS: PROPOSED FLOOR AREAS: i EXISTING FIRST FLOOR = 965 SQ.FT. PROPOSED FIRST FLOOR = 0 SQ.FT. EXISTING SECOND FLOOR = 1,125 SQ.FT. PROPOSED SECOND FLOOR = 0 SQ.FT. �IIGYi DATE EXISTING COVERED PORCH = 0 SQ.FT. PROPOSED COVERED PORCH = 35 SQ.FT. ORD_ �=4I SQ.FT. ASPHALT ROOFING EXISTING SHEDS = 0 SQ.FT. PROPOSED 2ND STORY DECK = — — 9/18/2017 , OVER 30# FELT ON EXISTING TOTAL = 2,090 SQ.FT. PROPOSED TOTAL = 4'7(0 SQ.FT. I� SCALE 1/2" CDX PLYWOOD TOTAL FLOOR AREAS: I I AS NOTED LIGHT AS PER LIGHT AS PER EXISTING TOTAL + PROPOSED TOTAL = CODE: E3903.3 CODE: E3903.3 2,090 SQ.FT. + SQ.FT. = 2,531 SQ.FT. oI CSI DRAWN BY LOT COVERAGE: �p PERCENT OF LOT COVERAGE = 11+0 , SQ.FT. / 24,050 SQ.FT. = , 0595=5.�5_% C\2 S.D. FLOOD LIGHT FLOOD LIGHT FLOOR AREA RATIO AS PER OWNER E IS . AS PER OWNER TOTALS OF L STRUCTURES / SQUARE FOOTAGE OF o LOT = CHECKED BY s6 s6 531 SQ.FT. / a 52 10.52 I V.L. S IDR SID R NEW 36" HIGH EXISTING DECK TOTALS OF ALL STRUCTURES (FIRST FLOOR, SECOND FLOOR, CDETACHED GARAGES, SHEDS AND COVERED PORCHES PROJECT NAME RAILING AS PER OWNER TO BE REMOVED )fnll�lnf f>-11 �11�In1 InllTl�ff I �11�1� iniTll� � H. � o II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II z 1111_11 tUIilul U EJI1LILII I. I LIU 1LJ11LILl tUILILA ' 1 0 - - - - - - - - - - - - - - - - - - - - - - a I o ,.� E I . LIGHT I yVD 86 AS PE I I I Q S ID R CODE: rr ll E3903. II II V O •--� Z II it EE 11 1=]i I I I I c I F--� W VINYL I I I I I LOT AREA = � 1� : O SIDING 6X6 A.C.Q. I I I I I o 24,050 SQ.FT. � I WOOD POST I I I II�-�I �i � � � � wQ C\2 U � Ho � 00 -o I M 12 DIAMETER X 36 DEEP PROPOSED 2NL COPOURED CONCRETE FOOTING I STORY DECK "' LLJ LJ L I J A�IO.N 1/4•• = 1•—O•' SQ.FT> AR ELEV =� , , SEAL �[ �iP OPOSE ;D„ t � / EXISTING 2ND STORY _ _ 1 �� p cK .�i F_ A c DECK TO BE REMOVED 1f14- — WINDOW SCHEDULE — (ANDERSEN 400 SERIES) BUILDING PLAN REVIEW NOTE �� �oHry WINDOWS SPECIFICATIONS _ / � �DECKG. LC Ftp OFS� NO. TYPE R.0. W x H UNIT DIM. W X H UNOBSTR. GLASS W X H MEETS EGRESS HARDWARE REMARKS THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE cOI�� 322 ANDERSEN CW135 2'-4 7/8"X3'-5 3/8" 2'-4 3 8"X3'-4 13/16" 24"X36" YES — NOTE R310.1.4 ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE PLAN I L SE y�,+�f`- z SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN p Lf �z STORY I 323 ANDERSEN CXW135 3'-0 1/240X3'-5 3/8" 2'-11 15/16"X3'-4 1311C 31 9/16"X36" YES — NOTE R310.1.4 THE , EXISTING ANG JAN 1 9 2018 342 ANDERSEN CW145 2'-4 7/8"X4'-5 3/8" 2'-4 3/8"X4'-4 13/16" 24" X 48" YES — NOTE R310.1.4 THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE LO FRAME D'^F i OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE -------- W N 343 ANDERSEN CXW145 3'-0 1/2"X:4'-5 3/8" '-11 15/16"X4'-4 13/16'; 31 9/16" X 48" YES — NOTE R310.1.4 COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS LOr_ o !-.__.,_. ...____ �.9T j0 1128604z- 424 ANDERSEN P4045 4'-0 1/2" X; 4'-5 3/8" 4'-0" X 4'-4 13/16" 43 3/16" X 48" — — — GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE °CID EXISTING STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF WELL E.. __ C\2Lf1 OF NE`N RECORD. THAT SEAL AND SIGNATURE HAS BEEN INTERPRETED _ — —� ' LCA LO AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'SPROPOSED 0 t BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: 2ND STORY 6.67 COVERED PORCH OVERHANG (35 SOFT) I SHEET TITLE — ACCURATE, I i z — CONFORMS WITH GOVERNING CODES APPLICABLE AT THE PROPOSED FIRST ELEVATIONS TIME OF SUBMISSION, FLOOR ADDITON CONFORMS WITH REASONABLE STANDARDS OF PRACTICE C6PROPOSED SECOND & SITE DATA — DOOR SCHEDULE — AND WITH VIEW TO THE SAFEGUARDING OF LIFE, HEALTH, ® FLOOR ADDITION DOORS SPECIFICATIONS PROPERTY AND PUBLIC WELFARE, IS THE RESPONSIBILITY OF THE LICENSEEPROPOSED DECK/ N0. TYPE R.0. W x H UNIT DIM. W X H . /,U.L. RATING HARDWARE GLAZING REMARKS COVERED PORCH JOB NUMBER 2668 EXTERIOR 30" X 80" 3068 EXTERIOR 36" X 80" - - - NOTE: ALL STRUCTURAL DRAWINGS ARE FRSC FIRE RESISTANT SELF—CLOSING — — — PREPARED IN ACCORDANCE WITH THE S 81005'10" E 100.0' W 20 7_5'7 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE NEW YORK STATE 2016 COREY CREEK LANE , ., Ca UNIFORM CODE SUPPLEMENT & 2016 SHEET NUMBER SUPPLEMENT THE NEW YORK STATE p1_®� P��N 1 20 _O ENERGY CONSERVATION CONSTRUCTION •• _— • •• Z CODE 8c THE 2015 WFCM. ­� 1 OF 6 40'-2" 12'-0" A-A ARCHITECTURE 3 11 '-2" 6'-0 7'-0 4 -0 7'-4" OF 5 4 -0 3 -4 NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND LEGEND ' OR PROFESSIONAL JUDGMENT, THESE PLANS AND & 6"X6" A.C.Q. / CONSULTING POST (TYPICAL)-� - - - - - — - - - - - - T - - SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. (2)-2"X10" HEA E R I I I � VINCENT LUCARELLI A.I.A. LINE OF / Qom' CONSERVATION CONSTRUCTION CODE (E103.2.1). DECK ABOVE / - DOTTED LINE WALL DENOTE EXISTING WALLS TO BE 9 KIRKLAND DRIVE y v I I - - - �Q) w oI I REMOVED. ADEQUATE TEMPORARY BRACING SHALL GREENLAWN,N.Y. 11740 n , HEADER SCHEDULE BE PROVIDED AT ALL TIMES 631-567-1307 APPROXIMATE �`L� L �® - - - SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS LOCATION OF I Q ALL WOOD FRAMING INCLUDING JOISTS, TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM LINE OF EXISTING DOCK I - BEAMS, POSTS, STUDS, ETC. TO BE BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL 12"RETAINING DECKABOVE I x o DOUG. FIR OR BETTER. AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS WALL iNr(?)-2"X10" 0 AT 16 O.C. WITH R-15 BATT INSULATION OR MATCH EXIST. DT _ _ _ - _ _ - - _ - - _ __ _ - - - I — - — - — NOMINAL LUMBER SIZE: SPANS: ADJACENT WALL AS REQUIRED. Q 01 �— — — �— — --- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE P� (2)2X6 UP TO 3'-11" --- PROVIDED WITH DOUBLE FLOOR JOISTS AS SOLID .\< Y v _ NEW 12" Y v NEW 36" BEARING BENEATH. w RETAINING WALL (2)2X8 4'-0" TO 5'-11" 631-567-1307 Li o w O HIGH RAILING 2x4 DECORATIVE 0 - 1 AS PER OWNER HANDRAIL � ;�, ® SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED o0 I o c° CRUSHEDLo `° (2) 2X10 6'-0" TO T-11" AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND 1165 BROADWAY AVE. "00cv f STONE cv 2x2 SPINDLE MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE Q o z (2)2X12 8'-0" TO 10'-0" 2015 INTERNATIONAL RESIDENTIAL CODE. HOLBROOK, N.Y. 11741 I � _ _ „ °" x o 2"X8" LEDGER BOARD N x o 2"X8" LEDGER BOARDUP 4x4 POST POSTS SHALL BE 4X4 (NOMINAL) CM CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: TTRIFARO@DTTDESIGNS.COM N WITH LAG BOLTS DN N WITH LAG BOLTS * NOTE: ALL SIZES CALLED OUT ON ANY OF O INSTALL A MINIMUM OF ONE CARBON MONOXIDE ,—WITH 20" O.C. _ - DN _ — _ _ _ DN — - _ STAGGERED) @ 20" O.C. SIMPSON H-8 HURRICANE THE FOLLOWING DRAWINGS WILL SUPERCEDE DETECTOR IN THE VICINITY OF SLEEPING AREAS REVISION �LINEOF IT THE LOWEST LEVEL WITH SLEEPING AREAS. CANTILEVER M TIE @ 1 6 0.C O.C.. J 01 STS THIS SCHEDULE. TO HEADER N ABOVE 5860 S.D. H ® '—o.,® REI lc�_ D Up (2)-2"X10" GIRDER . NAILING SCHEDULE41 5/8 THROUGH—B71 OLTEDFROM WooD FRAME CONSTRUCTION MANUAL 2015 EDITION, FILL–IN 1 6'-2" 9'-0" 01 13'-8I 4'-0" 2"X8" DECK JOISTS WITH 140 MPH HIGH WIND DESIGN SUPPLEMENTS (APPLIES TO 130 MPH AS WELL) EXISTING DN `�' UTILI SIMPSON CBSQ66— JOINT DESCRIPTION REFERENCE NUMBER OF TNUMBER OF NAIL DOOR {� o�cb o COMPUTER LAUNDRY @ 16 O.C. TABLE COMMON NAILS BOX NAILS SPACING Z I FEAR5 8" TYPE SDS2 GALVANIZED `h 00 ROOM FOYER N X/ GYPSUM POST BASE ROOF FRAMING 0 STORA 10'-6" RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-10d PER RAFTER a BELOW i _I PLATFORM BOARD ON CEILING JOIST TO TOP TABLE 3.4A 3-8d 3-10d PER JOIST ® VENT DRYER WALLS & 12"� X 36" DEEP 7"MINIMUM PLATE (TOE NAILED) U CEILINGS. EMBEDMENT TO EXTERIOR POURED CONCRETE z CEILING JOIST TO TABLE 3-9A 11-16d 11-40d EACH LAP W 2)-2668 P.D. AS PER M1502.2PARALLEL RAFTER (FACE–NAILED) Lu 4 X6 PIER (TYPICAL) WALL TO WOOD 4"X6" a CEILING ER PS TABLE 3-9A 11-16d 11-40d EACH LAP OVER PARTITIONS N UP HALLWAY BE RE MO ED POST GARAGE POOR e COLLAR TIE TO TABLE 3-6A 3-8d 3-10d PER TIE (3'-2"WIDE) 4'-0" — —I - _ RAFTERS of — — ©® — — — _ _ 3 –1 3�4"X11 7 8" MICRO–LAM® HEADERS BLOCKING TO RAFTER 2-8d 2-10d EACH END O TOE NAILED `t NEVSTAIR fps I FIRE RETARD COMMON WALLS N N RIM BOARD TO RAFTER 2-16d 3-16d EACH END Z N & ILING �' Q� cep AND CEILINGS BETWEEN HOUSE CLO. CLO. 6 I DECD DETAIL END NAILED) DATE ® An � AND GARAGE WITH 5/8" TYPE "X" N.T.S. WALL FRAMING GYPSUM BOARD AS PER NYS TOP PLATE TO TOP PLATE 2-16d (1) 2-16d (1) PER FOOT I I I BUILDING CODE. INSULATE COMMON _ I WALLS WITH R-15 AND COMMON 9/18/2017 _ _ CEILING WITH R-22 FIBER (FACE NAILED) �, I I LIN. r� I GLASS INSULATION TOP PLATES AT INTERSECTIONS 4-16d 5-16d JOINTS – EACH SIDE SCALE 06 I I I (FACE NAILED) o FILL–IN I GUEST �'� L CO — OYER I CONTRACTOR TO VERIFY STUD TO STUD FACE NAILED 2-16d 2-16d 24"O.C• AS NOTED AND MATCH EXISTING HEADER TO HEADER (FACE NAILED 16d 16d 16" O.0 ALONG EDGES ` EXISTING SUITE - - � -DO SHEATHING ) FLOOR HEIGHT. TOP OR BOTTOM PLATE iTABLE 3.5A 1-16d 1-16d PER STUD DRAWN BY WINDOWS ABLE M1507.4 I I SIDING TO STUD ( END NAILED) EXHAUST FAN BATT' I I I FLASHING FOR WATER TIGHTNESS BOTTOM PLATE TO FLOOR JOIST 2-16d (1,2) 2-16d (1,2) PER FOOT S.D. VENT TO EXTERIOR BANDJOIST ENDJOIST OR BLOKING ( ) ( ) ' 114'-0" I 13'-8" DECKING (FACE NAILED) CHECKED BY 12'-6 8 -8 ' 4"X4" WOOD POST FLOOR FRAMING EF I I �p�� NEW 9080 JOIST TO SILL, TOP PLATE 4-8d 4-10d EACH END V.L. — — APPROVED JOIST HANGERS OR GIRDER (TOE NAILED) 342 13 ED- 343 342 322 o COVERED o (2)-1 3/4"X14" I RO–LAM R HDR. 2 MINIMUM 2X LEDGER WITH FASTENERS BRIDGING TO JOIST 2-8d 2-10d EACH JOIST PROJECT NAME O O w PORCH I IN ACCORDANCE WITH TABLE R507.2 (TOE NAILED) L_ - - - - - - - - - - - - - - - - - - - - - _ - -_ - - - - - - - - - - - - - J o BLOCKING TO JOIST 2-8d 2-10d EACH END 1 r 00 _ r A-A I FLOOR HOLD-DOWN DEVICE MIN. 750 LB. CAPACITY (TOE NAILED) �LINEOF ?� o OF 5 �n JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED CANTILEVER ABOVE NIS ?� I BLOCKING TO SILL OR 3-16d 4-16d EACH BLOCK 1 B N 2"X6" R.R. N ALONG DECK AND ONE WITHIN 24" OF EACH TOP PLATE (TOE NAILED) �1 .�. @ 16 O.C. .1� I END OF THE LEDGER. HOLD-DOWN DEVICES LEDGER STRIP TO 3-16d 4-16d EACH JOIST _ _ _ SHALL FULLY ENGAGE DECK JOIST PER BEAM(FACE NAILED) 0 HOLD–DOWN MANUFACTURER. JOIST ON LEDGER TO BEAM 3-8d 3-10d EACH END A FULLY THREADED (FACE NAILED)DIAMETER LAG 7'-6" 10'-0" BANDJOIST TO JOIST 3-16d 4-16d EACH END 6'-4" 9'-8" 6'-8" SCREW PREDRILLED W/MIN. 3" PENETRATION (END-NAILED) 40'-2" TO CENTER OF TOP PLATE, STUDS, OR HEADER. BANDJOIST TO SILL OR 2-16d(1) 3-16d PER FOOT TOP PLATE (TOE NAILED) USE JOIST HANGERS LEIDGER DETAIL N.T.S. FRST FL®®R PL ON ALL CONNECTIONS 1/411 = 1I–Olt NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL — — TABLE COMMON NAILS BOX NAILS SPACING EXISTING — 965 SQ.FT) (COVERED PORCH 35 SQ.FT) ROOF SHEATHING STRUCTURAL PANELS TABLE 3.10 8d 10d 6" EDGE RAFTERS OR TRUSSES SPACED UP 6" FIELD D TO 16" O.C. T l V 1 ~ RAFTERS OR TRUSSES SPACED UP 8d 10d 4" EDGE v R302.9.2 SMOKE-DEVELOPED INDEX. WALL AND CEILING R303.7 INTERIOR STAIRWAY ILLUMINATION. R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART R312.1.3 GUARD OPENING LIMITATIONS. TO 24" O.C. 4" FIELD FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN OF A BUILDING WALL ENCLOSING HOT TUBS, REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, GABLE END WALL RAKE OR RAKEO NOT GREATER THAN 450. ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR RAISED FLOOR AREAS, BALCONIES AND PORCHES TRUSS WITHOUT GABLE OVERHANG 8d 10d 6" EDGE H--� 00 LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL 6" FIELD M GABLE END WALL RAKE OR RAKE R302.10.1 INSULATION. INSULATION MATERIALS, CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO GLAZING IS LESS THAN 60 INCHES MEASURED CLOSURES THAT DO NOT ALLOW PASSAGE OF A TRUSS WITH STRUCTURAL 8d 10d 6" EDGE LEVELS NOT LESS THAN 1 FOOT CANDLES (11 LUX) AS VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. SPHERE 4 3/8 INCHES OR MORE IN DIAMETER. OUTLOOKERS 6" FIELD INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND MEASURED AT THE CENTER OF TREADS AND LANDINGS. GABLE END WALL RAKE OR RAKE SEAL VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN TRUSS WITH LOOKOUT BLOCKS 8d 1Od 4" EDGE THERE SHALL BE A WALL SWITCH AT EACH FLOOR 4" FIELD FLOOR-CEILING ASSEMBLIES, ROOF-CEILING R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE ASSEMBLIES, WALL ASSEMBLIES, LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE RED qR CRAWLSPACES AND THE WINDOW WELL SHALL BE A MINIMUM OF 9 SQUARE RISER TREAD AND BOTTOM RAIL OF A GUARD AT THE CEILING SHEATHING �(� cy STAIRWAY HAS 6 OR MORE RISERS. �5 JOHN 4 ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO FEET, WITH A MINIMUM HORIZONTAL PROJECTION AND OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD 0 � (iC � EXCEPTIONS: EXCEED 25 WITH AN ACCOMPANYING SMOKE- WIDTH OF AT LEAST 36 INCHES. THE AREA OF THE OF A SPHERE 6 INCHES IN DIAMETER. WALL SHEATHING ir 46 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE STRUCTURAL PANELS STUDS SPACED TABLE 3.11 8d 10d 6" EDGES �•�: �m CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS UPTO 24" O.C. 12" INTERMEDIATE ZI IN ACCORDANCE WITH ASTM E 84 OR UL 723. PROVIDED. AND RESCUE OPENING TO BE FULLY OPENED. SUPPORTS (FIELD) -7 'k R507.1 EXTERIOR DECKS. " " R310.2.3.1 LADDER AND STEPS. WINDOW WELLS WITH WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE 10" FIELD 1/2" OR 25/32" FIBERBOARD PANELS 8d 10d 3EDGE/6" FIELD ,N'9j.` 0282g6 �0�� R302.11 FIREBLOCKING. IN COMBUSTIBLE R303.8 EXTERIOR STAIRWAY ILLUMINATION. A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE OF N't`N CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN HAVE A PERMANENTLY AFFIXED LADDER OR STEPS PRIMARY STRUCTURE AND DESIGNED FOR BOTH CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP USABLE WITH THE WINDOW IN THE FULLY OPEN VERTICAL AND LATERAL LOADS. FLOOR SHEATHING DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS POSITION. LADDERS IN STEPS REQUIRED BY THIS SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY STRUCTURAL PANELS SHEET TITLE BARRIER BETWEEN STORIES, AND BETWEEN A TOP PROVIDING ACCESS TO A BASEMENT FROM THE THE USE OF TOENAILS OR NAILS SUBJECT TO 1" OR LESS 8d 10d 6 EDGE / 12 FIELD STORY AND THE ROOF SPACE. SECTION SHALL NOT BE REQUIRED TO COMPLY WITH GREATER THAN 1" 10d 16d 6"EDGE 6' FIELD PLANS OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN SECTIONS R311.7 AND R311.8. LADDERS OR RUNGS WITHDRAWAL. WHERE POSITIVE CONNECTION TO THE ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INCHES, PRIMARY BUILDING CANNOT BE VERIFIED DURING R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL LANDING OF THE STAIRWAY. SHALL PROJECT AT LEAST 3 INCHES FROM THE WALL INSPECTION, DECKS SHALL BE SELF-SUPPORTING. FOR NOTES: VC NOTES HAVE AN AGGREGATE GLAZING AREA OF AT LEAST AND SHALL E SPACED NOT MORE THAN 18 INCHES DECKS WITH CANTILEVERED FRAMING MEMBERS 1. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6" O.C. AT THE PANEL EDGE. IF WALL CONNECTIONS TO EXTERIOR WALLS OR OTHER SHEATHING IS NAILED 3" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. ON CENTER VERTICALLY FOR THE FULL HEIGHT OF . REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR JOB NUMBER NATURAL VENTILATION SHALL BE THROUGH WINDOWS, R311.7.2 HEADROOM. THE MINIMUM HEADROOM IN THE WINDOW WELL. FRAMING MEMBERS SHALL BE DESIGNED AND PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED STAIRWAYS SHALL NOT BE LESS THAN 6 FEET 8 INCHES CONSTRUCTED TO RESIST UPLIFT RESULTING FROM 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS 20 7_57 OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS MEASURED VERTICALLY FROM THE SLOPED PLANE THE FULL LIVE LOAD SPECIFIED IN TABLE R-301.5 SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. SHALL BE PROVIDED WITH READY ACCESS OR SHALL ADJOINING THE TREAD NOSING OR FROM THE FLOOR R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ACTING ON THE CANTILEVERED PORTION OF THE DECK. SURFACE OF THE LANDING OR PLATFORM ON THAT ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED, ACCORDING TO NYS OTHERWISE BE READILY CONTROLLABLE BY THE AND INTERNATIONAL BUILDING CODE. SHEET NUMBER BUILDING OCCUPANTS. THE OPENABLE AREA TO THE PORTION OF THE STAIRWAY. OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. 4. ALSO SEE BRACED WALL/SHEAR WALL DETAILS AS INDICATED ON THE PLANS, WHERE REQUIRED. OUTDOORS SHALL BE AT LEAST 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. 2 O F 6 61 '-8" R405.2.2 VAPOR RETARDER. R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS 17'-6" 24'-2" 4'-0" 1 o'-0" 2'-0" 4'-0" A 6-MIL-THICK (0.15 MM) POLYETHYLENE VAPOR BEEN A HISTORY OF ICE FORMING ALONG THE EAVES RETARDER SHALL BE APPLIED OVER THE POROUS CAUSING A BACK-UP OF WATER AS DESIGNATED IN A-A O TABLE R301.2 1 3 OF 5 LAYER WITH THE BASEMENT FLOOR CONSTRUCTED ' AN ICE BARRIER SHALL BE INSTALLED ARCHITECTURE OVER THE POLYETHYLENE. FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, & MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE CONSULTING TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. R406.1 CONCRETE AND MASONRY FOUNDATION THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN VINCENT LUCARELLI A.I.A. i FDN DAMPPROOFING. EXCEPT WHERE REQUIRED BY R406.2 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, 9 KIRKLAND DRIVE TO BE WATERPROOFED, FOUNDATION WALLS THAT OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN GREENLAWN,N.Y. 11740 RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND SHEET SHALL BE USED IN PLACE OF NORMAL UNDER- 631-567-1307 FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM LAYMENT AND EXTEND FROM THE LOWEST EDGES OF THE TOP OF THE FOOTING TO THE FINISHED GRADE. ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 �j NEW 36" 16 -0 4' o MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH INCHES, INSIDE THE EXTERIOR WALL LINE OF HIGH RAILING PROPOSED DECK PORTLAND CEMENT PARGING APPLIED TO THE THE BUILDING. AS PER OWNER o - I EXTERIOR OF THE WALL. THE PARGING SHALL BE G o DAMPPROOFED WITH A BITUMINOUS COATING, 3 R1003.9 TERMINATION. CHIMNEYS SHALL EXTEND AT o' EXISTING DECK POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED LEAST 2 FEET HIGHER THAN ANY PORTION OF A ��P� To BE REMOVED LINE OF EXISTING DECK CEMENT, 1/8-INCH COAT OF SURFACE-BONDING BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS '�k �TO BE REMOVED MORTAR COMPLYING WITH ASTM C 887 OR ANY THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE �0� 631-567-1307 --_---� -_ __�_____ tm - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - MATERIAL PERMITTED FOR WATERPROOFING IN R406.2. CHIMNEY PASSES THROUGH THE ROOF. �� 1165 BROADWAY AVE. 00 7'-0" 9'-0" 009'-0" 9'-2" 6 —0" CONCRETE WALLS SHALL BE DAMP-PROOFED BY III o APPLYING ANY ONE OF THE ABOVE LISTED DAMP- HOLBROOK, N.Y. 11741 N1103.6 (R403.6) MECHANICAL VENTILATION III I PROOFING MATERIALS OR ANY ONE OF THE WATER- III - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- 1 PROOFING MATERIALS LISTED INR406.2TOTHE (MANDATORY). THE BUILDING SHALL BE PROVIDED WITH R TTDESI NS. M 5868 S.D. 5868 s.DEXTERIOR OF THE WALL. VENTILATION THAT MEETS THE REQUIREMENTS OF SECTION M1507 OF THIS CODE OR THE INTERNATIONAL REVISION III I (2)-1 3/4"X1 1 7/8" EXISTING WINDOWS EXISTING WINDOWS EXISTING HEADER MECHANICAL CODE, AS APPLICABLE. III I ICRO-LAM® HEADER 5'-0" 3'-6" 2'-.0 I - R408.1 VENTILATION. THE UNDER-FLOOR SPACE W III EXISTING DECK I CO BETWEEN THE BUTTOM OF THE FLOOR JOISTS AND THE N1104.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS Q (TO BE REMOVED) I I ! % I Ln EARTH UNDER ANY BUILDING (EXCEPT SPACE THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY __ OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION INSTALLED LIGHTING FIXTURES SHALL BE HIGH- co FILL-IN HALF ^,:.° .i �o 1323 OPENINGS THROUGH FOUNDATION WALLS OR EXISTING I o , . . I EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF III DOOR WALL LIVING ROOM I Eo I EXTERIOR WALLS. THE MINIMUM NET AREA OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES III I NEW STAIR .I • I VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. Z 11 I I &RAILING CA --------------- G % : .i .: .. I FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR 0 III N 322 SPACE AREA. ONE SUCH VENTILATING OPENING SHALL a �F- — — �DN DW BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. N1003.1.2 (R502.1.2) EXISTING PLUS ADDITION III I EXISTING - KITCHEN _ _ I COMPLIANCE (SIMULATED PERFORMANCE U III I FIREPLACE CATHEDRAL CEILING I ALTERNATIVE). WHERE NONCONDITIONED SPACE IS w WALL TO �' I CHANGED TO CONDITIONED SPACE, THE ADDITION 424 I BE REMOVEtD I I R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL --— --- — ==== 1 N — — N UNDER-FLOOR SPACES. ACCESS OPENINGS THROUGH SHALL COMPLY WITH THE ANNUAL ENERGY COST OR - - I I THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY M 2 4 2 4REF ENERGY USE OF THE ADDITION AND THE EXISTING EXISTING DECK - - I _ _ I _ 0 24 INCHES. OPENINGS THROUGH A PERIMETER WALL BUILDING, AND ANY ALTERATIONS THAT ARE PART OF TO BE REMOVED I - - o� - SHALL BEAT LEAST 16 INCHES BY 24 INCHES. r - - -0" 5'-0" 3'-2" I N THE PROJECT IS LESS THAN OR EQUAL TO THE Z SEE M1305.1.4 FOR ACCESS REQUIREMENTS WHERE ANNUAL ENERGY COST OF THE EXISTING BUILDING _ = I - -CI�QSET ® W.I. � 2CL0.� MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. WHEN MODELED IN ACCORDANCE WITH SECTION N1105. DATE 4z- _ HARY 1 o opo THE ADDITION AND ANY ALTERATIONS THAT ARE PART WALL TO r (36"w OF THE PROJECT SHALL COMPLY WITH SECTION N11059/18/2017 EXISTING STAIRS BE REMOVED \ R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR IN ITS ENTIRETY. TO BE REMOVED I- o / v,; I RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF SCALE FILL-IN I _ _ I MA TER I ED R OM # '/ I FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. M1202.1 ADDITIONS, ALTERATIONS OR REPAIRS. AS NOTED `I' `° I ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS WINDOW I — — �"� SUITE I I �'� ® TABLE M1 07.4 Cy TYPICAL AT LAYOVERS. — — — — — — EXHAUST AN `i � I TO A MECHANICAL SYSTEM SHALL CONFORM TO THE DRAWN BY •NAILING PAD WIDTH SHALL - - _ _ _ _ / VENT TO rXTERIOR \°L�� I R1209.2 ATTIC ACCESS. REQUIREMENTS FOR A NEW MECHANICAL SYSTEM ACCOMODATE RAFTER CUT. I MII��T\ER °�� I I = w I o AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES WITHOUT REQUIRING THE EXISTING MECHANICAL S.D. *PROVIDE GALVANIZED FRAMING �- - - I BATL\ I IZ'Pj � o I SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A SYSTEM TO COMPLY WITH ALL OF THE REQUIREMENTS CHECKED BY CONNECTIONS AT NAILER TO RAFTERS. I-I X) � �� I-, CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM OF THIS CODE. ADDITIONS, ALTERATIONS OR REPAIRS V.L. •REMOVE ASPHALT ROOFING I _ - g 0 ® I EF 1 ,_0,. I OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE SHALL NOT CAUSE AN EXISTING MECHANICAL SYSTEM MATERIAL IN AREA OF LAYOVER. I NEW "x8" ROOF 2 N NEW 2" �2 o0F • I 2"x R.R. 2"X8' R.R. I I ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. TO BECOME UNSAFE, HAZARDOUS OR OVERLOADED. PROJECT NAME •MAINTAIN VENTILATION. I \ RAFTER @ 16" O.C. RAFTERS 16" O.C. • @ 1 O.C. @ 16 ' o.0 I MINOR ADDITIONS, ALTERATIONS OR REPAIRS TO I O - -& - - - - - - - - O - - � - EXISTING MECHANICAL SYSTEMS SHALL MEET THE rT1 • 342 343 — 2 — — — — — — 2 — — 342 4 342 — — — J R1203.2 VENTILATION REQUIRED. PROVISIONS FOR NEW CONSTRUCTION, UNLESS SUCH hrr'`lli - - - - - - - - - - - - - - - - - - - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES WORK IS DONE IN THE SAME MANNER AND V PORCH ROOF BELOW <A-A FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO ARRANGEMENT AS WAS IN THE EXISTING SYSTEM, IS Z OF 5 THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE NOT HAZARDOUS, AND IS APPROVED. CROSS VENTILATION FOR EACH SEPARATE SPACE BY 7'-6" 10'-0" 4'-10" 1 1 '-2" 6'-8" VENTILATING OPENINGS PROTECTED AGAINST THE M1305.1.3 APPLIANCES IN ATTICS. ATTICS CONTAINING 40'-2" 4'-0" ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS APPLIANCES SHALL BE PROVIDED WITH AN OPENING SHALL BE PROVIDED WITH CORROSION-RESISTANT USE JOIST HANGERS AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY (7) O SEC®NI3 FL®®R PLAN ON ALL CONNECTIONS 1/4" = 1'-O'• WIRE MESH, WITH 1/8 INCH MINIMUM TO 1/4 INCH LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST -� o r--� Z a MAXIMUM OPENINGS. APPLIANCE, BUT NOT LESS THAN 30 INCHES HIGH AND (EXISTING = 1 ,125 SQ.FT) (DECK = S IS SQ.FT) 22 INCHES WIDE AND NOT MORE THAN 20 FEET LONG W MEASURED ALONG THE CENTERLINE OF THE PASSAGE- APPENDIX J EXISTING BUILDINGS AND STRUCTURES WAY FROM THE OPENING TO THE APPLIANCE. THE APPENDIX J CONTAINS THE PROVISIONS FOR THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID REPAIR, RENOVATION, ALTERATION AND FLOORING NOT LESS THAN 24 INCHES WIDE. A LEVEL MFS--1 O 0 w RECONSTRUCTION OF EXISTING BUILDINGS AND SERVICE SPACE NOT LESS THAN 30 INCHES DEEP w Q STRUCTURES THAT ARE WITHIN THE SCOPE OF THIS AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL 7 RAFTERS AS CODE. TO ACCOMPLISH THIS OBJECTIVE AND TO MAKE SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. PER PLANS THE REHABILITATION PROCESS MORE AVAILABLE, THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE H 00 ° ASPHALT ROOFING THIS APPENDIX ALLOWS FOR A CONTROLLED NOT LESS THAN 20 INCHES BY 30 INCHES, AND LARGE o° OVER 30# FELT ON 2"x4" DECORATIVE DEPARTURE FROM FULL CODE COMPLIANCE WITHOUT ENOUGH TO ALLOW REMOVAL OF THE LARGEST r--� ° 1/2" CDX PLYWOOD HANDRAIL COMPROMISING MINIMUM LIFE SAFETY, FIRE SAFETY, APPLIANCE. i STRUCTURAL AND ENVIRONMENTAL FEATURES OF THE SEAL 2"x2" SPINDLE REHABILITATED EXISTING BUILDING OR STRUCTURE. 2"X6" FASCIA 2"X6 CLG. Z M1305.1.4 APPLIANCES UNDER FLOORS. UNDER-FLOOR BOARD JOISTS @16" O.C. 4"x4" POST SEE SECTION AJ501 ALTERATIONS. SPACES CONTAINING APPLIANCES SHALL BE PROVIDED RED A/ co WITH AN UNOBSTRUCTED PASSAGEWAY LARGE 01IN m®® SIMPSON H-8 HURRICANE ENOUGH TO REMOVE THE LARGEST APPLIANCE, BUT 460��� ��'�' SOFFIT VENT SIMPSON H-8 HURRICANE TIE @ 16" O.C. JOISTS AJ601.4 CEILING HEIGHT. NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE, v m (TYPICAL) TIE @ 16" O.C. HEADER TO HEADER HABITABLE SPACES CREATED IN EXISTING BASEMENTS NOR MORE THAN 20 FEET LONG MEASURED ALONG THE * ° TO ROOF RAFTER SHALL HAVE CEILING HEIGHTS OF AT LEAST 6 FEET, CENTERLINE OF THE PASSAGEWAY FROM THE OPENING (P SIMPSON H8 (2)-2"X8" HEADER i 8 INCHES, (EXCEPTION: 6 FEET, 4 INCHES AT TO THE APPLIANCE. A LEVEL SERVICE SPACE AT LEAST T 28296 0�� (2)-2„X10„ GIRDER OBSTRUCTIONS) FROM THE BASEMENT FLOOR. 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE F A ® PROVIDE POST 6"X6" A.C.Q. 5/8"� THROUGH-BOLTED = OF NE`N EXISTING FINISHED CEILING HEIGHTS IN NON-HABITABLE PRESENT AT THE FRONT OR SERVICE SIDE OF ® CAP SIMPSONIr POST = \-2"X8" DECK JOISTS SPACES IN BASEMENTS SHALL NOT BE REDUCED. THE APPLIANCE. ® AC6 STYLE PAVERS SIMPSON CBSQ66- @ 16” O.C. SHEET TITLE SDS2 GALVANIZED M1502.1 GENERAL. CLOTHES DRYERS SHALL BE o® SIMPSON CBS 66- 4” POURED POST BASE R502.2.2 BLOCKING AND SUBFLOORING. BLOCKING EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S PLANS Q CONCRETE SLAB SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. INSTRUCTIONS. o ° m SDS2 GALVANIZED ON 4" WELL 12"0 X 36" DEEP 7"MINIMUM SUBFLOORING SHALL BE A MINIMUM OF UTILITY GRADE POST BASE vTAMPE9 POROUS FILL z EMBEDMENT LUMBER OR NO. 4 COMMON GRADE BOARDS. M1502.2 INDEPENDENT EXHAUST SYSTEMS. & NOTES POURED CONCRETE _ ° PIER (TYPICAL) DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT R502.1.2 END-JOINTED LUMBER. OF ALL OTHER SYSTEMS AND SHALL CONVEY THE JOB NUMBER d !. L 9 .� ° ° MOISTURE TO THE OUTDOORS. SIMPSON AC6 ` 4 12"X12"X36" DEEP 7"MINIMUM APPROVED END-JOINTED LUMBER IDENTIFIED BY (� GRADE MARK CONFORMING TO R501.1 MAY BE USED 2017-57 POURED EMBEDMENT INTERCHANGEABLY WITH SOLID-SAWN MEMBERS M1601 DRYER VENTS, HOSE BIBS, AND PIPES OR DUCTS CONCRETE FOOTINGOF THE SAME SPECIES AND GRADE. THAT PENETRATE AN EXTERIOR SURFACE MUST BE SHEET NUMBER SIMPSON PO]EZCH DETAIL B N.�r.s. DECD DETAIL N.T.S. SEALED TO ALLOW NO AIR TO INFILTRATE THE PROJECT. CBSQ66-SDS2 3 OF 6 40'-2" A-A 17'-8" 25'-8" 14'-3 ,OF 5 4" VENT III ROOF 6"X6" A.C.Q. POST ON /� � SIMPSON CBSQ66-SDS2 / GALVANIZED POST BASE / ON 12"OX36" DEEP POURED I I I I 3"I — ARCHI&CTURE CONCRETE PIER (TYPICAL) // I I I — — CONSULTING LL -4 - - - VINCENT LUCARELLI A.I.A. — — — — i 1 1/2" 2" 111/2" 1 11/2" 2" 1 11/2" 1I1/2" 9 KIRKLAND DRIVE 12"RETAINING I I I I I GREENLAWN,N.Y. 11740 WALL RAILING- RAILING NOTES KITCHEN — — I KINK 631-567-1307 qq IN 10 WASHER SECOND - - - - R311 .7.8 HANDRAILS SHALL. BE FLOOR LINE OFSHOWER SHOWER ) 1� I DECKA ABOVE 6"X6" A.C.Q. j - - - - j PROVIDED ON AT LEAST ONE SIDE > 1/2" 3" 2" 1 1/2" 3° 2" 2" 1 1/2" 00 1 POST (TYPICAL) i - _ _ - I O F EACH CONTINUOUS RUN O F 4 4" F. ��G• 1 - L - - - - I TREADS OR FLIGHT WITH FOUR �0In ' I LO N 9'-0" N I I I I OR MORE RISERS. 4 8"X36" DEEP rn POURED CONCRETE rn 1 1 �` 631-567-1307 TRENCH FOOTING I I ( I I R312. 1 .3 GUARD OPENING LIMITATIONS. T - -FT - 7 ';: = REQUIRED GUARDS ON OPEN SIDES OF 1165 BROADWAY AVE. co 7 -8 L - - - - - - - I co VENT AS ,I I I STAIRWAYS, RAISED FLOOR AREAS, 111/2" 2" 1/2" 1 1/2" 'Y' I PER R408.1 UNEXCAVATED I - - - - I � BALCONIES AND PORCHES SHALL HAVE HOLBROOK, N.Y. 11741 - - - - I INTERMEDIATE RAILS OR ORNAMENTAL WASHER TTRIFARO@DTTDESIGNS.COM - - - - J CLOSURES THAT DO NOT ALLOW 16"X8" SMART VENT REVISION FLOOD VENT PASSAGE OF A SPHERE 4 INCHES SHOWER n FIRST FLOOR OR MORE IN DIAMETER. 2" 3" 11/2- 2" SECURE NEW WALL TO W EXISTING WITH #4 BARS 4 c.o. Q R312. 1 .3: THE TRIANGULAR OPENINGS o © 12 O. C. DRILL 6 MINIMUM EMBEDMENT - 4" AND GROUT SOLID FORMED BY THE RISER, TREAD AND © BOTTOM RAIL OF A GUARD AT THE OPEN 3" FAI " `� SIDE OF A STAIRWAY ARE PERMITTED TO C.O. TO APPROVED D EXISTING BE OF SUCH A SIZE THAT A SPHERE 6 c.osANITARY SYSTEM o CRAWL SPACE INCHES CANNOT PASS THROUGH. HOUSE TRAP a (R-22) BATT INSULATION UNEXCAVATED _ PLUMBING DIAGRAM N.T.S. o F — -1 F — POURED CONCRETE --�— __ —.�--- --r— —�— = �" SLAB 0N GRADE REINFORCED U W N EXISTING GIRDEt �XISTING GIRDEF _ JXISTING GIRD _ JXISTIN GIRDER WITH 6X6 #10/10 W.W.M. N p ON 4" WELL TAMPED 6'-2" 6'-2" 1 6'-2" 6)--2 POROUS FILL SHEATHING 24'-8" 13'-6" RIDGE VENT TYP. OR RAFTER STRAPS— SIMPSON SIDING AS PER OWNER LSTA-24 PER R.R. U O FLASHING FOR WATER TIGHTNESS RIDGE REFER ROOF SHINGLES AS PER OWNER O ^ ( OVER 30 # FELT PAPER OVER Z O co DECKING TO PLANS) 1/2" CDX PLYWOOD SHEATHING � I © ROOF RAFTERS (REFER TO PLANS)— PROVIDE SIMPSON DATE co LSSU210 CONNECTORS xcn2" APPROVED JOIST HANGERS TO FACE IS 10-10dx1-1/2" NAILS 9/18/2017 N ccn SECURE NEW WALL TO TO JOIST IS 7-10dx1-1/2" NAILS EXISTING WITH 4 BARS rMM 2X LEDGER WITH FASTENERS # IN ACCORDANCE WITH TABLE R507.2 DF/SP=2295 SPF/HF=1930 SCALE 16"X8" @ 12" O.C. DRILL 6" SMART VENT MINIMUM EMBEDMENT PROVIDE 1" MINIMUM FLOOR HOLD-DOWN DEVICE MIN. 750 LB. CAPACITY o� /2J X1/2" CLEARANCE BETWEEN AS NOTED FLOOD VENT AND GROUT SOLID F� INSULATION AND ROOF JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH ATTIC SPACE SHEATHING PER DRAWN BY CUT BACK PLYWOOD 1/2" CODE: R806..33 END OF THE LEDGER. HOLD-DOWN DEVICES MIN. TO ALLOW FOR AIR S.D. SHALL FULLY ENGAGE DECK JOIST PER FLOW VENT AS ' HOLD-DOWN MANUFACTURER. PER R408.1 - CHECKED BY O O NOTE: ROOF VENT SHALL BE "RIDGE FILTER NOTE: RIDGE STRAP NOT REQ'D WHEN USE JOIST HANGERS 8"X36" DEEP )A-A I A FULLY THREADED 8" DIAMETER LAG SHINGLE VENT" AS MANUFACTURED BY 2"x6" COLLAR TIE IS LOCATED WITHIN V.L. Ln ON ALL CONNECTIONS POURED CONCRETE 3 OF 5 in SCREW PREDRILLED W/MIN. 3" PENETRATION 'AIR VENT INC.' (A CERTAINTEED CO.) — OR THE UPPER 1/3 OF THE ATTIC SPACE CHEEK WALL TO CENTER OF TOP PLATE, STUDS, OR HEADER. APHR VED EQUAL. INSTALL ICATIONACCORDANCE AND ATTACHED TO THE R.R. AT 16" O.C. PROJECT NAME COLOR TO MATCH NEW ROOF SHINGLES.S. (REFER TO TABLE 3.4) AS PER THE LEDGER DETAIL rT.T.s. " 5'-4" 2015 WFCM • 20'-6" 6'-8" 13'-0" NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. RIDGE VEN'�' / � l �I 40'-2" STRAPPYI*TCGG DETAIL N.T.S. V M�1 F®DATION PLAN 1/4•• = 1•-0•• W �' o z CONTINUOUS RIDGE 2"X8" COLLAR TIE CONTINUOUS RIDGE VENT (TYPICAL) AT EVERY RAFTER W VENT (TYPICAL) RAFTERS ,AS RIDGE BEAM (UPPER 1/3rd OF ATTIC) PER PLAN'S AS PER PLAN � r--1 a ASPHALT (ROOFING ►^� OVER 30# FELT ON F--� 1/2" CDX PLYWOOD _ O SNOW & ICE O SHIELD ALL EAVES O ASPHALT ROOFING & VALLEYS 24" MIN. OVER 30# FELT ON 2"X6" FASCIA 1/2" CDX PLYWOOD BOARD 8 1/4" (R-30 C) BATT INSULATION 1/2" G.W.B. SOFFIT VENT WALLS & 00 ~ (TYPICAL) o CEILINGS M e-11 BATT INSULATION BEDROOM#4 _ PROPOSED NEW 36" NEW 36" VINYL SIDING OVER KITCHEN o HIGH RAILING SEAL co HIGH RAILING TYVEC HOUSE WRAP CATHEDRAL CEILING DECK AS PER OWNER AS PER OWNER ON 1/2" CDX PLY. ON 2"X4" STUDS 4"X4" A.C.Q. POST © 16" O.C. (R-22) RINSULAB ON �vC�ATT \�� JOHN FILL-IN s v m r EXISTING '- WINDOWS 2'-0" 5/8" TYPE "X" 2'-0 2"X8" A.C.Q. DECK (2)-2"X10" HEADER N " EXISTING & EILINGSWALLS (3)-1 3/4"X11 7/8" EXISTING JOISTS 16" O.C. 5/8"0 THROUGH— F- TED 8296 0 NEW MICRO—LAM® HEADER OF NE�� VINYL SEE "LEDGER DETAIL 6"X6" A.C.Q. SIDING VINYL SIDING OVER 0I 6"X6" A.C.Q. POST WOOD POST I FILL-IN TYVEC HOUSE WRAP o o SHEET TITLE EXISTING ON 1/2" CDX PLY. UTILITY DOOR 11 1 _ 1 ON 2"X4" STUDS GARAGEI FOUNDATION 6"X6" A.C.Q. @ 16" O.C. + + WOOD POST (2)-2"X6" A.C.Q. 4" POURED & SECTION PLATES W/ 5/8" DIA. CONCRETE SLAB ANCHOR BOLTS @ ON GRADE 36" O.C. JOB NUMBER — — — — 7" MINIMUM EMBEDMENT z 8 POURED CONCRETE 4" POURED CONCRETE SLAB z 20 �_�� ON GRADE REINFORCED WITH 6X6 12" DIAMETER X 36" DEEP 12" DIAMETER X 36 DEEP FOUNDATION WALL 10 10 W.W.M. ON 4" WELL POURED CONCRETE FOOTING 1 I # / POURED CONCRETE FOOTING _ CONCRETE FOOTING 8"X16" POURED TAMPED POROUS FILL ' LEFT ELEVATION 1/4" = 1'–O•• SHEET NUMBER I I I I I SECTION A — A USE JOIST HANGERS L J LJ LJ ON ALL CONNECTIONS 1/4" = 1'-O•• 4 OF 6 WALL TO FOUNDATION FLOOR TO FLOOR TYPICAL FRAMING DETAILS TYPICAL WALL FRAMING DETAILS CONNECTIONS CONNECTION ARCS&C CONSULTING VINCENT LUCARELLI A.I.A. TWO 2" X 4" TOP PLATES DOUBLE TOP PLATE 9 KIRKLAND DRIVE 2"X4" WOOD STUDS OR POST *e mn boR GREENLAWN,N.Y. 11 /4 631-567-1307 Diameters to Threaded ;1;* loads.ThisachWve TWO 2" X __" HEADERS ° ° Rod distance Is 0 ° designed Into 0 0 holdown, Floor Joist Distance may be 0 o Increased wftFaut CONTINUOUS RIDGE VENT- LOW PROFILE INSTALL AS PER MANUF. SPECIFICATIONS pdng RAFTER STRAPS- SIMPSON LSTA-24 AT G' FOR BOTH SLAB & ° ° bad�►H. 2"x4" SCABBED TO BOTTOM FOUNDATION WALLS o o a re anchor nut N EVERY RAFTER- NAILED WITH 10D BOX NAILS DT F USE SIMPSON STHDI4RJ 0 o not over-torqued, EACH SIDE IN ACCORDANCE WITH TABLE 3.6 WFCM Q \ CORNERS OR NAILED 01 coWd spit RDU, FILTER O WHERE INDICATED ON ° ° PORTION the stud. 0pe Q' jo Nl�IAI00 WOOD HEADER WOOD BEAM RIDGE/ STRUCTURAL RIDGE (REFER TO PLANS) PLAN. o ° Simpson Strong-Tie NOTE: �R / \ HDU7 Between floors This detail eliminates cripple le 6 „ � REFER TO FLOOR PLAN ROOF RAFTERS(REFER TO PLANS) o ° PP NOTE: 0 Simpson Strong—Te Studs above opening. O ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER 0 0 HD8 At foundation BOTTOM OF ALL DOOR R (, FELT PAPER COX 631-567-1307 & WINDOW HEADERS TO LINE UP. RE47t NAIL15 ED IN ACCORD CE VER WITH SPECIFICATIONS SONASH ET T.2 �THINGO CORNER HOEDOWN R (2)-2"x4" JACK STUDS °o °0 2"X4" SILL PLATE SCALE : N.T.S. Z"X4" BEARING WALL — HEADER DETAIL (1>-2"x4" KING STUD /2"� �, 2" q �� 1165 BROADWAY AVE. 0 ° (TYPICAL TO BOTH SIDES) Ego / RF�o 0 0 FLOOR-TO-CEILING TIE DOWN FOR PSR ATTIC SPACE HOLBROOK, N.Y. 11741 CONTINUOUS LOAD PATH DIAGONAL BRACING CORNER ASSEMBLY CUT BACK PLYWOOD SHEATHING 2"x4" TOP PLATES OVERLAP AT 1/2" MIN. TO ALLOW FOR AIR FLOW TTRIFARO@DTTDESIGNS.COM CORNER LOCKING WALLS TOGETHER SPAN NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS CLLR" APPROVED EOMANUFACTUREDABYINSITALL IN NT I ACCORDANCE CETAINTEED WITH MANUFACTURES REVISION MAXIMUM SPECIFICATIONS. COLOR TO MATCH NEW ROOF SHINGLES. 1 RIDGE VENT DETAIL W o _ - TYP. 12" Q 0 SIMPSON ° MIN. 30" MIN. `�� 1 r ONE 5 STRONG-TIE CS16 CUT REBAR ` ' "% REBAR INSTALL ® LENGTH LENGTH "% IN SHEAR EACH STUD 2"X4" WALL STUDS a 1' CONE NAILING .,•° •.•.°a i, ! •� •< AS PER .• %; 12" MIN. TABLE 3.4B INSIDE CORNER CS-20(SIMPSON)1/2" MIN. TOP PLATE FRAMING DETAIL ( ) Z REBAR O �a a %r; } FROM LENGTH RIDGE STRAPS 0 t'r CORNER a NOTE: SPCLEAR TYPICAL CONTRACTOR TO VERIFY VARIES \�'�� 0 EXISTING FIRST FLOOR IS CONNECTIONSUJI SIMPSOR N STRONG—TIET SHD 14RJ ANCHORED TO FOUNDATION HIP AND VALLEY RAFTER STRAPPING TO BE AS PER THE 2007 IN ACCORDANCE WITH THE WFCM 2015. 5 A UPLIFT CONNECTION SCALE : N.T.S. RESIDENTIAL CODE OF PROVIDE SIMPSON "HW" HANGERS OR EQUAL. ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER „/ NEW YORK STATE. 15#FELT PAPER OVER 1/2"CDX PLYWOOD SHEATHING '\ CONTRACTOR IS NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 RESPONSIBLE FORPROVIDE ADDING EXTRA ( HANGER LUICE SHIELD TO ACCORDANCE4WITHIDE 2)2 24" MIN. (2)2"X6" HANGER LUS26-2 SECTION 905.2.7.1 (NYS CODE) O STRAPPING AS °° NP. 12" 2"x8" HANGER LU 28 R.905.2.7.1 REQUIRED. MIN. 2"X-- R.R. 0 16" O.C. PROVIDE MIN. 1" (2)2"X8" HANGER LUS28-2 END DISTANCE 2"X10" HANGER LU210 REFER TO FLOOR PLANS FOR SIZE H7(SIMPSON) RAFTER Z (2)2"X10" HANGER LUS210-2 RAFTER VENTS AS REQUIRED TO WALL CONNECTION REFER TO TABLE °° • 2"X12" HANGER HUS210 1/2" EXT, GRADE PLYWOOD 3.4B FOR AMOUNT JOUST HANGER (2)2"X12" HANGER HUS210-2 ATTIC SPACE WITH 15# FELT PAPER (TYP.) NAILING DATE OF SPECIFIED NAILS °° R-30 BATT INSULATION IN BETWEEN C.J. AS PER TABLE 3.413 2"X4" WOOD STUDS OR POST JOIST OR NOTE: FOR ALL OTHER JOIST IN EACH END RAFTER HANGERS REFER TO THE CONT. ALUM. GUTTERS W/ 1/8" PITCH 49/18/2017 SIMPSON CATALOG DIRECTLY. PER FOOT (MIN.) PITCH TO DOWN SPOUTS PROVIDE HEADER SIMPSON STR NG—TIE CS 16 APPROVED EQ. MAY BE SUBSTITUTED CONTRACTOR TO LOCATE ATTACHMENT SCALE (2) 2"X4" TOP PLATE SIMPSON HURRICANE/SEISMIC STRAPS ®II SCALE : N.T.S. ALL JOIST OR RAFTERS INTERSECTING SEE STRAP SCHEDULE ALL HORIZONTAL SEE DETAIL 'F USE ' CHANNEL 0 WALL 1X — PRE—PRIMED FASCIA ® TYPICAL HDU8 HOLDOWN INSTALLATION W/ A BEAM OR GIRDER SHALL USE AN FOR SOFFIT VENT (TYP.) AS PER BOARD-WRAP W/ ALUM. SHEATHING SEAMS AS NOTED 4D WITH SSTB ANCHOR BOLT. WASHERS APPROVED SIMPSON JOIST HANGER TYP. PLANS TYP. THROUGHOUT AT EXTERIOR WALLS y ® ARE NOT REQUIRED AT THE BASE. SIMPSON STRONG-TIE LSSU28 R-15 "OWENS CORNING" CONT. VINYL SOFFIT TO BE BLOCKED DRAWN BY FOR BOTH SLAB & RAFTER TO HIP/ VALLEY FACE MOUNT JOIST HANGER INSULATION OR EQUAL VENT TYP.—WRAP ALUM. FOUNDATION WALLS 4D OVER VINYL SOFFIT TYP. ® SCALE : N.T.S. SCALE : N.T.S. INSTALL SHEATHING SO S.D. USE SIMPSON HDU8 RAFTER TO WALL INTERIOR EXTERIOR @ CORNERS OR SIDING AS PER OWNER SEAMS O NOT FALL ON 2"xa" WOOD STUDS ® 16" o.c. FLOOR CONNECTIONS CHECKED BY WHERE INDICATED ON I 1/2" RIGID INSULATION BOARD (R-3) PLAN. CONNECTION NAILING REQUIREMENTS 1/2" GYPSUM WALLBOARD "TYVEK" HOUSE WRAP OR EQUAL USE JOIST HNGRS. 2 x4 SILL PLATE 1/2" EXT. GRADE PLYWOOD © ALL FLUSH GIRDER V.L. / FLR JOIST CON. PROJECT NAME F NOTCHED ROOF SOFFIT DETAIL STUD TO SILL PLATE THREADED ROD THROUGH �_, RAFTERS-TRUSSES TABLE 3.46 UPLIFT STRAP CONNECTION REQUIREMENTS u SSP FASTENER FLOOR STRUCTURE & ANCHOR BOLT INTO FOUNDATION (2) 2"X4" TOP PLATES (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) W • FASTEST MILE WINDSPEED (MPH) COUPLER NUT U 90 100 110 120 NOTE: ^� O l`--H MIN. NAILING NUMBER -OF 8d COMMON NAILS IN EACH M--�1 REFERENCE TABLE 3.4B FRAMING SPACING (IN.) ROOF SPAN (FT.) END OF 1-1/4" x 20 GAGE STRIP 5/8" U SIMPSON BP ANCHOR BOLT G 12 1 1 2 2 7" MIN. EMBEDMENT IN ,' 16 1 1 2 2 BP (SIMPSON) ANCHOR POURED CONCRETE 15" F\ 20 1 2 2 2 BOLTS: 5/8" 0 © 23" O.C. h� SIMPSON H7Z SEISMIC MIN. EMBEDMENT IN C.M.U. 24 1 2 2 3 SIDING AS PER OWNER HOLD 6"-12" OFF EACH FT1 O AND HURRICANE TIE OR 12 I,—I-� ° PROVIDE 3"x3" WASHERS 28 1 2 2 3 1/2" RIGID INSULATION BOARD (R-3) c EQUAL. SEE STRAP SCHEDULE END OF EACH SILL PLATE. a' 1/2" E" HOUSE WRAP OR EQUAL • FOR NAILING REQUIREMENTS 32 1 2 3 3 36 2 2 3 3 1/2" EXT. GRADE PLYWOOD NAILING r w ° SEISMIC / HLTR.RICANE TIE L--I a 2"X4" WOOD STUDS®16"O.C. RAFTER TO WALL 12 1 2 2 2 SFLOORD 3/a" T&G PLYWOOD SUBFLOOR AS PER TABLE 3.4B FOR ROOF RAFTER TIE DOV�N TO ANCHOR 1 6 1 2 2 3 WALL BASE PLATE /" WALL STRAPS- SIMPSON CS-20, 1 1 4 STRAP O ROOF RAFTER TO WALL STUD-MIN.NAZI IN�3 20 1 2 2 3 AT EVERY STUD- NAILED WITH 10D BOX BP (SIMPSON) ANCHOR FTS O �U NAILS IN ACCORDANCE WITH TABLE 3.4 B WFCM SI1Vg'SON TR N —TIE U ACCORDINGi TO TABLE 3.413 WFCM 16 24 2 2 3 3 (SEE STRAP SCHEDULE) BOLTSFLOQ SCALE : N.T.S. 32 2 2 3 4 BLOCKING NG (TING YPICAO)STS AS PER FLOOR PLANS •r,D/8" Qi 23" O.G.13 � � T/1 (2) 2"X4" CONTINUOUS TOP PLATES 7" MIN. EMBEDMENT IN 36 2 3 4 4 EXTERIOR POURED CONCRETE 15 it. MIN. EMBEDMENT IN C.M.U. SIDING AS PER OWNER t' O FIRST 1/2" RIGID INSULATION BOARD (R-3) PROVIDE 3'X3' WASHERS 00 u ROOF FRAMING DOUBLE TOP PLATE FLOOR "TYVEK" HOUSE WRAP OR EQUAL 1/2" EXT. GRADE PLYWOOD #5 REBAR 6" FROM TOP #5 REBAR © 48" O.C. fn R-15 "OWENS CORNING" OF POURED CONCRETE VERTICALLY FOR 8' r� 2"X4" WOOD STUDS OR POST INSULATION OR EQUAL FOUNDATION WALL RUN HEIGHT FOUNDATION WALL o �,1 INTERMEDIATE FLR. DETAIL HORIZONTALLY AND INSTALL ° o —CR LE ST S— BELOW ANCHOR BOLTS HOOKED #5 REBAR @ 40" O.C. SEAL VERTICALLY FOR 9' m 0 -I SIMPSON H7 HEIGHT FOUNDATION WALL m o ° ° ° AR 0 SIMPSON ©EEACOHUIRED STUD ���RON�N FOR BOTH SLAB & TYPICAL WALL DETAIL 5 FOUNDATION WALLS ° STRONG-TIE CS16 II m 1 SCALE : N.T.S. USE SIMPSON HDU8 m ® 0 INSTALL © - HEADER U , ©HERE NND INDICATED ON o EACH STUD * 7 - (SEE PLAN FOR 1- PLAN. 0 0 FRAMED OPENING FOR EXACT SIZE) N� ® NEW WINDOW (OR FULL LENGTH TYPICAL FRAMINGDETAILS EXTERIOR DOOR) WALL STUDS 28296 y�� PRESSURE-TREATED 01z NE`N BARRIER MAY BE NOTE: 6'-0" OR GREATER f REQUIRED USE 1/2NOTE: " PLYWOOD PANEL UPLIFT CONNECTION IS REQUIRED STAINED OR PAINTED TYP. 2"x4" SILL PLATE AT EACH END OF HEADER AND OUTER THIRD OF AT BOTTOM OF HEADER STUDS IN SPAN ONLY HOLE EDGE SHEET TITLE TABLE RR301.2.1.2ADDITION TO CONNECTORS AT DISTANCE >5/8" I I� Na UPLI I I WINDBOURNE DEBRIS PROTECTION FASTENING SCHEDULE WALL STUDS AND AT TOP AND DETAILS FOR WOOD STRUCTURAL PANELS pR a I I �qNNEC�l E IIBOTTOM OF CRIPPLES DEOPTH<1/4d SINGEFASTENER SPACING IIE UIREI I I SINGLE STUD FASTENER OUTER 1/3 OF S H E ET THREADED ROD THROUGH SPE PANEL 4 FT < 6 FT < I I I I I I I I SPAN ONLY HOLED SPAN PANEL SPAN PANEL SPAN STUD FLOOR STRUCTURE OR < 4 FT < 6 FT < 8 FT 1/4 JOIST <2/5d a DOUBLE STUD ANCHOR BOLT INTO FOUNDATION - - - DEPTH, MAX 0 " 2 1/2 #6 16 12 9 1/3 JOIST 2" MIN y PLATE JOB NUMBER WD SCREWS DEPTH, MAX HOLE EDEG>5/8" SI1�� ON SSTRONG—TIE HDU8 1 EXT. WALL TO FOUNDATION 2 1/2" #a 1 s" 1 s" 12" �° a 113 JOIST WD SCREWS 2017-57 a a u . DEPTH, MAX 1/6 JOIST SCALE : N.T.S. Q ,a fid. da.d ° a a DEPTH, MAX REMOVABLE PLYWOOD • G STUD NOTCHING AND DEBRIS PROTECTION SHTJTTERSOLID SAWN JOIST, RAFTER NOTCHING BORING LIMITS SHEET NUMBER TYPICAL F'R-AMINC3 ANI7 UPLIFT CONNECTIONS FOR OPENINC3S AICD BORING LIMITS SCALE : N.T.S. sc AJLB: W.T.S. SCALE : N.T.S. SCALE : N.T.S. 50F6 GENERAL NOTES GLASS WINDOWS AND DOORS THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE INFORMATION AVAILABLE TO USDUE TO THE NATURE OF A RENOVATION/ NOTES & SPECIFICATIONS IL . 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 1. ALL GLASS TO BE DOUBLE-INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS ARCHITECTURE ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. CONSTRUCTION DOCUMENT BINDED TOGETHER AT ALL & STRUCTURE / SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT REQUIREMENTS CONSULTING 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. GLASS, UNLESS OTHERWISE NOTED. DUCTS, PIPING, ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. TO READ ALL NOTES, SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK. VINCENT LUCARELLI A.I.A. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER / BUILDER. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. 9 KIRKLAND DRIVE 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND / OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT / ENGINEER BEFORE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. GREENLAWN N.Y. 11740 PROCEEDING WITH THE WORK. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6"' OF AN EXTERIOR SURFACE. 631-567-1307, 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENGINEER. R301 .2(l ) CLIMATIC AND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. GROUND SNOW WINDSPEED SEISMIC DESIGN UNDER- 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING. GEOGRAPHIC DESIGN CRITERIA LOAD (K) (MPH) (E) DESIGN FROST DEPTH TERMITE DECAY TEMP (F) LAYMENT HFLOODS AI INDEX (J)FREEZING WEATHERING LINE 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. CATEGORY (G) (36" FROM REQUIRED 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 11 (A) (B) (C) (D) SOFFIT) (I) (H) / 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF s 20 140 C SEVERE 11 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW FOR SI: 1 LB SQ.FT. = 0.0479 KN M. MODERATE SLIGHT TO o YES NO 599 36" TO HEAVY MODERATE SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT 1 MILE PER HR = 1 .609 KM/HR. Di �G� 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. AREA, AND EGRESS REQUIREMENTS. 2�` 11. THIS SET OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. & VINCENT LUCARELLI, A.I.A. ARCHITECT AND SHALL NOT BE ALTERED OR BE A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN lt9Z , REPRODUCED WITHOUT WRITTEN PERMISSION OF VINCENT LUCARELLI, A.I.A. SHALL BE FILLED IN WITH THE WEATHERING INDEX (I.E., "NEGLIGIBLE", "MODERATE", OR "SEVERE") FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R301.2(3)]. 2N% 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. GYPSUM WALL BOARD THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C145, C 216, OR C 652. B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. 631-567-1307 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY", "MODERATE TO HEAVY", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE R301.2(6) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. 1165 BROADWAY AVE. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 2, ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "MODERATE TO SEVERE", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT' IN ACCORDANCE WITH FIGURE R301.2(7) RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. WHERE DEEMED APPLICABLE. DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES ' E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE HOLBROOK, N.Y. 11741 AND ORDINANCES. 3. 5/8", ONE HOUR RATED, TYPE X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO DETERMINED ON ASITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4 EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE "WINTER DESIGN DRY-BULB TEMPERATURE" DETEMINED FROM TABLE N1101.2. TTRIFARO@DTTDESIGNS.COM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 COMPLETION OF PROJECT. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS). (B) THE DATE(S) OF THE CURRENTLY EFFECTIVE FIRM AND FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE REVISION AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE COMMUNITY, AS MAY BE AMENDED. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR I. IN ACCORDANCE WITH SECTION R905.2.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.8.3, FOR AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 25•F (-4•C) OR LESS, OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES". OTHERWISE, THE LLJ THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "NO". OR DIRSCTLY OR NOT I S INDIRECTLY CAUSEDN PARTBY A PARTY IINDEMN FIEDHEREUNDER EMPLOYED RANYONE R WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER J. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX (BF-DAYS) FROM TABLE R403.3(1). K. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5) FOR SITES AT ELEVATIONS UP TO 1000 FEET. SITES AT 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, ASPHALT ROOFING SHINGLES - R905 ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER. 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 2, SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO APPLY GAF-WEATHER-WATCH ICE AND WATER BARRIER 2 SECTION R-310 EMERGENCY ESCAPE / RESCUE OPENINGS Z PERTAINING ARE TO BE FIELD VERIFIED. FEET FROM EAVES, VALLEYS, AND FLASHING. 0 20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR F-• OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SCHEDULE ABBREVIATIONS Of 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE 0 ABBREVIATION DESCRIPTION U 22. PROVIDE FIRE BLOCKING AS PER 2015 INTERNATIONAL RESIDENTIAL CODE, SECTIONS; R302.11 THROUGH R302.14. 5. NAILING OF ROOFING SHALL BE TO THE 2015 INTERNATIONAL RESIDENTIAL CODE. OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" AND THE W NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". ALUM. ALUMINUM LU FF FACTORY FINISH FOUNDATION, CONCRETE, AND MASONRY MAX. SILL HT. 44" A.F.F. WINDOW AND DOOR NOTE: H.M. HOLLOW METAL SITE WORK EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. SEE SHEER-WALL DETAILS ON DETAIL NAT NATURAL - REF SPECS 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE NET CLEAR OPENING OF 5 SQUARE FEET. SHEET, FOR ALL WALLS NEXT TO WINDOWS LAM LAMINATED GLASS THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR, OR BY QUALIFIED SUB-CONTRACTOR. MINIMUM OPENING HEIGHT. THE MIN. NET AND DOORS, WHERE THE DISTANCE TEMP TEMPERED GLASS 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. CLEAR OPENING HEIGHT SHALL BE 24" MIN. BETWEEN THE R.O. AND CORNER PT. PAINT Q 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. " MINIMUM OPENING WIDTH. THE MIN. NET of STRUCTURE IS LESS THAN 27 . GWB GYPSUM WALL BOARD Z 3. SOIL TO HAVE MINIMUM BEARING CAPACITY OF (1) TON/SQ. FT. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING CLEAR OPENING WIDTH SHALL BE 20 INCHES. 4. FOOTINGS TO REST A MINIMUM OF 3'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. SITE. STOCKPILE ALL EXCAVATED MATERIALS. OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND s 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE DATE 5, WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ROOM WITHOUT THE USE OF KEYS OR TOOLS. 9/18/2017 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R303.1 HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA SCALE 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. ELECTRICAL - CHAPTER 34 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS AS NOTED SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH R403.1.6 IN THE 2015 INTERNATIONAL RESIDENTIAL CODE. 1. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET TO BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDLE OF EACH OUTDOOR CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MIN. OPENABLE AREA TO THE DRAWN BY 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. EGRESS DOOR HAVING GRADE LEVEL ACCESS. OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. 11. CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE. 2. ELECTRICAL SWITCHES FOR STORAGE SPACES ARE TO BE PLACED OUTSIDE THESE SPACES AT THE POINT OF ENTRANCE AS PER E3803.4 S.D. 12. FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 3. GFCI ARE TO BE PROVIDED AS PER E3802. 140 MPH EXPOSURE B WIND ZONE CHECKED BY 13. BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (3) SQ. FT. 2.1 GENERAL LOADSTable 13. Percentage of Full-Height Sheathing in Maximum Building Dimension (L) V.L. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXISTING CONDITIONS CHECK LIST The structure shall be anchored to the foundation system to resist the loads in Table 3 and to comply with the hold down requirements Wood Structural Panel 15. APPLY 1 COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. THE EXISTING MECHANICAL SYSTEM IS ADEQUATE Exterior PROJECT NAME ( ) in Section 4.3.For pile and girder foundation systems or pier and beam foundation systems that support the floor joists on top of the TO HANDLE THE ADDITIONAL LOADS IMPOSED BY Sheathing Sheathing 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40 DEC. F AND FALLING, UNLESS APPROVED BY girder or beam,the Stem wall foundation loads in Table 3 shall be used.When the floor joists are hung on the sides of the girder or beam CHOOSE ONE THE NEW ADDITIONS) / ALTERATION(S) g ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. with proprietary joist hangers,the Slab-on-Grade loads in Table 3 shall be used.Ledgers are NOT permitted. [ ] THE EXISTING MECHANICAL SYSTEM WILL BE Type (Exterior Wall Sheathing per 4.3) • UPGRADED TO ___ _-_-__ 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. Table 3. Stemwall Foundations' (EG. OIL FIRED HOT AIR UNIT...GAS FIRED HYDRONIC...) 8d 8d 8d Foundation Anchorage loads UVJ THE EXISTING ELECTRICAL SERVICE IS ADEQUATE Nail Type Common Common Common 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. Building Aspect Ratio (L/W) _E FOR PROPOSED ADDITION(S) / ALTERATION(S) Slab-on-Grade CHOOSE ONE 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. s Edge Nail Spacing 6" O.C. 4" O.C. 3" O.C. Raked-floor 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 Foundations [ ] THE EXISTING ELECTRICAL SERVICE IS TO BE PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. Foundation Uplift' Lateral Shear 1 UPGRADED TO ___� ------- Felld Nall Spacing 12" O.C. 12" O.C. 12" O.C. 20 MON RETE SHALL BE AIR ASNTRAI TABLE TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR supporting: (plf) (plf) (po � TTHE HANDLE THESANITARY TOTAL #SYSTEM OF IS ADEQUATE PROPOSED Hold Down Bottom Plate-to-Floor Roof,Ceiling CHOOSE ONE (AS PER S.C.HE T REGULATIONS) (See Details) 436 plf 590 plf 730 plf 21. CONTRACTOR TO PROVIDE CONCRETE DELIVERY SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RECIEVED, 192 129 218 273 327 382 436 491 545 600 730 Shear Connection and One Floor [ ] THE EXISTING SANITARY SYSTEM WILL REQUIRE ( ) (3 /ft.) (3 /ft.) (4/ft.) O S.C.B.O.H. APPROVAL FOR THE INCREASE OF 16d Common Nails Roof,Ceiling BEDROOMS and Two Floors 119 129 327 409 491 572 654 736 818 899 730 [ ] THE EXISTING RESIDENCE IS CONNECTED TO Hold Down Capacity 4,360 lb. 5,900 lb. 7,300 lb. um INSULATION 'For Non-loadbearing walls,uplift connections need not exceed 60 plf. / THE SEWER DISTRICT (PROOF REQUIRED) zShear connection , M THE EXISTING 1ST STORY IS ADEQUATE TO requirements In the maximum building dimension(L)need not exceed the tabulated VaIUCS for L/W=1.00. SUPPORT THE NEWLOADS IMPOSED BY THE Building Aspect Ratio Percent Full-Height Sheathing • W 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL 3 Shear connection requirements are based on a required sheathing nail spacing of 3' o.c.in Tables 12 and 13.For reduced wood structural 2ND STORY ADDITION(S) INCLUDING UPLIFT Shear Wall Line Beneath FOIL TO BE PLACED TOWARD WARM SIDE. panel sheathing nailing requirements of 4"and 6"o.c.the shear loads can be reduced to the Bottom Plate-to-Frame Shear Connection BEDREQ REQUESHEAR STED BUILDING DEPARTMENT) LATIONS MAY (L/W) on Each Exterior Wall Line 0 ►�,1 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM FOOTING TO TOP OF FOUNDATION WALL. provided in Tables 12 and 13 TABLE R3O1.5 Roof and Ceilingo 0 26/o 0 �T� O U 2.2 ANCHOR BOLTS 1.25 35% 26% 22% CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. 1.00 41/0 32/0 F-y O MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS W Q 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: (IN POUNDS PER SQUARE FT) � T 1 �/1 -10" R-38 FOR FLAT CEILINGS Where 5/8"anchor bolts are used to resist uplift,lateral,and shear loads provided in table 3, USE LIVE LOAD 1.50 30% 22% 18% v p� -8 1/4" R-30C FOR CATHEDRAL CEILINGS the anchor bolts shall be installed per Table 4 using 3"0"xl/4"plate washers. -3.5" R-15 FOR 2"x4" WALL CONSTRUCTION Table 4. UNINHABITABLE ATTICS WITHOUT STORAGE 10 0 0 0 -5.25" R-19 FOR 2"x6" WALL CONSTRUCTION Stemwall Foundations with 2x6 Sill Plates' 1.75 26/0 20% 16/0 -5.25" R-22 FOR FLOORS Anchor Bolt UNINHABITABLE ATTICS WITH LTD. STORAGE 2000 Spacings Building Aspect Ratio (L/W) Slab-on-Grade 2.00 23% 17% 14% HABITABLE ATTICS & ATTICS SERVED 30 M Raised-floor 1.00 1.25 1.50 1.75 1 2.00 1 2.25 2.50 2.75 Foundations WITH FIXED STAIRS 2.25 21% 16% 13% CARPENTRY Foundation EXTERIOR BALCONIES & DECKS 40 W y '�L supporting: 5/8" Anchor Bolt Spacing(in.) 2.50 19% 14% 11% 1. ALL LUMBER SHALL BE DOUGLAS FIR-LARCH #2 OR BETTER. pp g: FIRE ESCAPES 40 SEAL 2. ALL LUMBER IN CRAWL SPACES TO BE 18" AB42 42 42 42 42 37 34 31 24 ABOVE SCRATCH COAT. MAINTAIN 8" MIN. FOUNDATION EXPOSURE. Roof,Ceiling GUARDRAILS AND HANDRAILS 200 2.75 17% 13% 10% and One Floor Roof, Ceiling and One Floor 1.00 67% 54% 45% 3. SILLS TO BE 2 2"X6" A.C.Q. ALKALINE COPPER QUATERNARY), SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL GUARDRAILS IN-FILL COMPONENTS 50 ( ) ( ) Roof,Ceiling RED AR SEAL / INSULATION. SIZE OF SILL TO BE (2) 2"X6", UNLESS (1) 2"x6" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 54 45 37 32 28 25 22 20 24 PASSENGER VEHICLE GARAGES 50 1.25 58% 45% 38% �� c and Two Floors 5 �O H N 4& >. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR EQUAL. 'The Anchor bolt spacing in the maximum building dimension(L)need not be less than tabulated spacing for L/W=1.00. ROOMS OTHER THAN SLEEPING ROOMS 40 1.50 50% 39% 33% �� C��0 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND WALLS. SLEEPING ROOMS 30 U .' m 7� �T 1.75 45% 35% 29% ? I r- 6. �� DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. R3 I O ESCAPE RESCUE l� OPENIIV GS STAIRS 40 * 7 2.00 40% 31% 29% N 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 -1/2" BEARING. TABLE R301.7 0 6 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 34"Clear L ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2.25 37% 28% 23% 2829 O � � , 20"Clear ALLOWABLE W 2.50 34% 26% 21% OP NE� 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE A.C.Q. (ALKALINE COPPER QUATERNARY). ! Minimum O enable STRUCTURAL MEMBER y p �Minimum� DEFLECTION 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE PD-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON 2.75 31% 24% 19% WALLS AND ROOF AND IS OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING area 5.7 sq.ft. RAFTERS HAVING SLOPES GREATER THAN 3/12 REQUIREMENTS WHEN APPLICABLE. WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 SHEET TITLE • Minimum opening INTERIOR WALLS AND PARTITIONS H 180 NOTES 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. NAILING AS PER FASTENING SCHEDULE ON PAGE PD-1 AND GLUED. / 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. height 24" enable FLOORS AND PLASTERED CEILINGS L/360 0 0 HOLD Minimum opening Area = ALL OTHER STRUCTURAL MEMBERS L/240 ® o a 0 0 DOWN SHEET 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGES OF EXTERIOR SHEATHING. ! / �� v Openable EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 ° o ° 14. PROVIDE CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-0" AND AT EVERY 8'-0". width 20 .7 sq.ft. Area / o imum �j EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHL/240 0 0 0 0 (2)-16D COMMON 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. _ o e Maximum sill sq. � �-- o 0 0 NAILS AT 6" O.C. OB NUMBER 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. Minimum N EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH 1/120 0 o 0 height of 44�l 2017-57 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED WITH NAILING SCHEDULE. � o ° DESIGN LOAD CALCULATIONS 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. 0 Must be openable SUB FLOOR SHALL NEVER EXCEED A 16" SPAN. Minimum size Minimum size FLOORS 40 LIVE LOAD 10 DEAD ALL ROOMS EXCEPT SLEEPING ROOMS 8c ATTICS without keys or tools window for window for FLOORS 1 30 LIVE LOAD 10 DEAD SLEEPING ROOMS & ATTICS 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER SCHEDULE. 20"clear width 24"clear height CEILINGS 1 20 LIVE LOAD 10 DEAD DRYWALL-NO FUTURE ROOMS, LIMITED ATTIC STORAGE SHEET NUMBER ROOF 40 LIVE LOAD 15 DEAD JIMEDIUM ROOF COVERING, SNOW, DRYWALL, NO ATTIC 1 Figure 19b. Corner Stud Hold Down Detail -4 Studs 6OF6