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Home My WebLink AboutTR-8604 Michael J.Domino,President �O�*Of SO Town Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 ¢ P.O. Box 11 Charles J. Sanders l Southold,New York 11971 Glenn Goldsmith Telephone(631) 765-1892 A. Nicholas Imo.apskiyCOUNTY, �O Fax(631) 765-6641 f �� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1398C Date: October 2, 2017 THIS CERTIFIES that the raising of the existing one-story+/-1,013sq. ft. dwelling onto a pier system foundation using CMU blocks stacked onto a poured concrete footing; construct new 5'x6' egress platform and stairs to grade on northerly side; existing+/-5'x5' outdoor shower to remain; raise existing+/-204sq. ft. southerly deck and install new foundation and supports underneath along with a new staircase with handrails to grade; and install gutters to leaders to drMells to contain runoff; At 555 Windy Point Lane, Southold Suffolk County Tax Map #1000-87-4-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 23, 2015 pursuant to which Trustees Wetland Permit#8604 Dated May 20, 2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for raising of the existing one-story+/-1,013sq. ft. dwelling onto a pier system foundation using CMU blocks stacked onto a poured concrete footing; construct new 5'x6' egress platform and stairs to grade on northerly side; existing+/- 5'x5' outdoor shower to remain; raise existing+/-204sq. ft. southerly deck and install new foundation and supports underneath along with a new staircase with handrails to grade; and install gutters to leaders to drywells to contain runoff. The certificate is issued to CHARLES KIRSCH. MARY KIRSCH &KATHERINE SACCAMANO owners of the aforesaid property. Authorized Signature (/lg, ` Michael J. Domino, President SO � old Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O. Box 1179 Charles J. Sanders N Southold, New York 11971 Glenn Goldsmith � ® �� Telephone (631) 765-1892 A.Nicholas Krupski lij'C®UN Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: 7 +' Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction / % constructed +� Project complete, compliance inspection. INSPECTED BY: ?v ., C4,.� C=S: CERTIFICATE OF COMPLIANCE: Charles Kirsch 555 Windy Point Lane,Southold SCTM#: 1000-87-4-9 1/10/17 i - 1 4 q a s John M. Bredemeyer 111, President g�}ff0(,f-� Town Hall,53095 Main Rd. Michael J. Domino, �G P.O.Box 1179 Vice-President �� James F. King � Southold,NY 11971 (631) Telephone Tele ( 765-1892 Charles J.Sanders y !� P Dave Bergen Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, silt fence 1St day of construction % constructed Project complete, compliance inspection �r ext `?�• a 3,_ .>>.. tt1411 ! {! -.,�N ,14 D!i 4 tiyitttp r g;ttt+�Ex i{ftp `3, 4H� :�.,•....,..av7'^;x„JY*_,.Safi:�4.��.±•�i2!.:v'J..."h', �'X'�"�':{„?..at..,.k•}. ,r�, n5h'�L- r>b. ,:n'?"✓•Yf"^Aas is r ”' .;-.fi. a.....`^ _ ..� .....�. ;.4�..,.a.:.�..�""..d,_y.''L.'•`,.,.,P_.3'•'�evh.£t7fs.��'%..x.7.29?,7....•.w•T�J.�+a$..,1 O'i�".�v "S.t x :« ti t. 5 § BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK x PERMIT NO. 8604 DATE: MAY 20,2015 ISSUED TO: CHARLES KIRSCH, MARY KIRSCH & KATHERINE SACCAMANO f f PROPERTY ADDRESS: 555 WINDY POINT LANE, SOUTHOLD 3 s.ed SCTM#87-4-9 ; yv r. !7 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance•with the Resolution of the Board of Trustees adopted at the meeting held on May 20,2015,and in t " consideration of application fee in the sum of$250.00 paid by Mary Kirsch,Charles Kirsch&Katherine Saecamano and subject to the Terms and Conditions as stated in the Resolution the Southold Town Board of r Trustees authorizes and permits the following: P g: � r:'�• .,.. Wetland Permit to raise`"the existing one-story+/-1,013sq.ft. dwelling onto a pier ''F.r y Y system foundation using CMU blocks stacked onto a poured concrete footing; construct new 5x6 egress platform and stairs to grade on northerly side; existing+/-5 x5 _ to outdoor shower to remain; raise existing+/-204sq.ft. southerly deck and install new s foundation and,supports underneath along with a new staircase with handrails to grade;Yand install gutters to leaders to drywells to contain runoff; and,as,depicted on the site plan prepared by Todd O'Connell,AIA, last dated April 2,2015 and stamped approved on May 20,2015. 5 IN WITNESS WHEREOF,the•said Board of Trustees hereby causes its Corporate Seal to be affixed, i{tf ' and these presents'to be subscribed by a majority of the said Board as of this date. §#§ co 1 C* I KC .g:{ i§pb � .*,,, �+!{t §; .�� •-4��r ts-a r u ,fir. �. � f$,�,�.....§`; '"�`� {{{.,eS},t�: ,,,,t w�3§ §§§�i illlni�iii 4 TERMS AND CONDITIONS The Permittee, Charles Kirsch Mary Kirsch& Katherine Saccamano residing at 555 Windy Point Lane, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: I. That the said Board of Trustees and the Town of Southold are released from any and''all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation-performed pursuant to this permit,and the said Permittee will,at his`or-her own ' expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete-exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for i an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to M maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the.Board or its agents, and non-compliance with the provisions of the originating application may be cause for.revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation asa result of the work herein authorized. ` 6. That there shall be'no interference with the right of the public to pass and'repass along the' 'beacWbetween high and low water marks. 7. That if future operationsofthe Town of Southold require the removal°and/&alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation;the said Permittee will be required,upon due�notice,to remove or.alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that:may be required supplemental to this permit, which may be subject to revoke upon failure to-obtain same. to. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. *pE SO(/j�, ` John M. Bredemeyer III, President � ®�O Town Hall Annex Michael J.Domino,Vice-President 54375 Main Road� � P.O.Box 1179 James F.King, Trustee Southold, New York 11971-0959 Dave Bergen,Trustee p Charles J. Sanders,Trustee Telephone (631) 765-1892 1000%N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 20, 2015 Charles Kirsch, Mary Kirsch & Katherine Saccamano PO Box 668 Mattituck, NY 11952 RE: CHARLES KIRSCH, MARY KIRSCH & KATHERINE SACCAMANO 555 WINDY POINT LANE, SOUTHOLD SCTM# 87-4-9 Dear Mr. Kirsch, Ms. Kirsch & Mrs. Saccamano: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, May 20, 2015 regarding the above matter: WHEREAS, Charles Kirsch, Mary Kirsch & Katherine Saccamano applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 23, 2015, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, in accordance with Chapter 268, said application was found to be Exempt from the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 20, 2015, at which time all interested_persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of CHARLES KIRSCH, MARY KIRSCH & KATHERINE SACCAMANO to raise the existing one-story +/- 1,013sq.ft. dwelling onto a pier system foundation using CMU blocks stacked onto a poured concrete footing; construct new 5'x6' egress platform and stairs to grade on northerly side; existing +/-5'x5' outdoor shower to remain; raise existing +/-204sq.ft. southerly deck and install new foundation and supports underneath along with a new staircase with handrails to grade; and install gutters to leaders to drywells to contain runoff; and as depicted on the site plan prepared by Todd O'Connell, AIA, last dated April 2, 2015 and stamped approved on May 20, 2015. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, IV John M. Bredemeyer III President, Board of Trustees JMB/amn John M. Bredemeyer 111, President g��Fp(,�c Town Hall Annex Michael J.Domino,Vice-President ��4 �Gy 54375 Route 25,P.O.Box 1179 James F. King c Southold,NY 11971 Charles J. Sanders �y • �� Telephone(631)765-1892 Dave Bergen Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: C h C ' ' _ n CQ!YI Gt�1 L Please be advised that your application dated 3 2.3 k5 has been reviewed by this Board at the regular meeting of 1 1 S and your application has been approved pending the completion of the f (lowing items checked off below. .Revised Plans for proposed project Pre-Construction Silt Fence Inspection Fee ($50.00) 1St Day of Construction ($50.00) '/i Constructed ($50.00) Final Inspection Fee ($50:00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275'of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: i loll 1' TOTAL FEES DUE: $ . 06 1a' () BY: John M. Bredemeyer III, President Board of Trustees . a f • a- Tow", r�f7.. _ , kt L , ti t 111 r. a ; ..�� . o ,f?,�y,ti c�'tii•t S Yrr7, fp ,jt ' i ° }, J. •� � �4. :�.�"` r, .�� ,w..F� ,,{�, vt�_ id;�. �►F'C�`'fku'�ly� �.�'. �{, q .yam ' �' � �W:Y� ;- ''. twf sS�� . �.� �,,. �� Charles Kirsch,Mary Kirsch&Katherine Saccamano 8 #',a" 4..f i ' it. 555 Windy Point Lane,Southold r r .SCTM#87-4-9 �a< '�` r k= w� y -low 5/13/15x (e, ,,j�, 1, f { •�� n a, Ji., i, YS A. ' _•" �SII .}" r :}.+'ayl'. .._ [. ,r.. n�•� �?� ,. a rK1�i4.4-. •�" .. a 1� - John Bredemeyer, President gUFF91,t Town Hall Annex Michael J. Domino, Vice-President °° °ay 54375 Route 25 James F. King y = P.O. Box 1179 Charles J. Sanders • Southold, NY 11971 Dave Bergen y�O1 ,� �a Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: 13 CHARLES KIRSCH, MARY KIRSCH & KATHERINE SACCAMANO request a Wetland Permit to raise the existing one-story +/-1,013sq.ft. dwelling onto a pier system foundation using CMU blocks stacked onto a poured concrete footing; construct new 5'x6' egress platform and stairs to grade on northerly side; existing +/-5'x5' outdoor shower to remain; raise existing +/-204sq.ft. southerly deck and install new foundation and supports underneath along with a new staircase with handrails to grade; and install gutters to leaders to drywells to contain runoff. Located: 555 Windy Point Lane, Southold. SCTM# 87-4-9 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound /Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Conditions: Present Were: %,/J. BredemeY er vM. Domino ✓ J. King Sanders Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: ',ice- ,�•� �1 i . Iq a � J 4v � • 1 a 1• �,. ILI Nut a ► ,i. f .•�_�_ ,r... woo ■ s AMR. `'rT .*� L G i d McDONALD GEOSCLBNCE Box 1000-Southold, New York 11971 -(631)765-3677 TEST HOLE DATA SHEET Name: Kirsch Surveyor: Location: Southold Tax Map Number: 1000-87-4-9 Project Description: Res Date: 4/29/14 3: 15PM Dark brown loam OL Brown sandy clay CL ------- 3.2' Water in brown sandy clay CL Water in brown silty sand SM -------- 10' Water in pale brown fine sand SP 17' Comments: Water encountered 3.2' below surface Test hole_borinq. . .$400.00 MAR 2 3 2015 s a) M oi�o or x°VM�e nc-' AIN 9.9ry1EW ' za RD. ]ice MA,GM LINE y_ em W ! u . ! ! ! r ,(-i t y�� a s � • ron uMi,s � ?W4 ! a W13 116.. ]• Y"c ! ! !°a!• °' _ ]EE SEC.OB) 1' 'e )ZV I )e xa+p xni°I4 x].e ne a- a 'r ,e •ee.. 9 • .ME caA,sou,wLo r,- 5 z e 2w4 )]NU a +] TONN OE SOU,HOL. �f + e.1• N 10 x e] ��Mc1 L? � tT, _P qa � •a.,. � 96.•Alcl °I'/ :. A df O ! 6 •p .p !?fit !? ' O AaMp / au D tsMA t(U •IMA p Qi.w"•i!° e+w a a m • � 4t•, y ., If •� O / 3 •6, i n 14 r !! ]wU adl,Nolp x•14 n 9 ua £ � •?�\ ?x � M1 `°2 � / � _ ma,rser F.D.25 L.D.43 $!` �aiaA a p M1 i cownossusEax�1/ ros]t+aE sour,eolo/ � POO AWCK MY - e ,e A "a 4 -- — -- NOTCE COUNTY OF SUFFOLK © E wum0en E••—d--^— --�— •--•°•••• a+l �,.. O2 —••. --•-- --•-- Real Properly Tax Service Agency v87 p (i ra- wi•_u� _______ r•�_ rsr�.. --•-- -rraru-- A�wnw.wwarnro em E v..•w. -vim...—� reow_ .. �•� —_— uwru. • 'wr n _ QM.�.IIMMMI. a a s w- °i.anx.N wxn p.nw N o rr. a.anrv.u✓ rowan •...- » rr •a•w.�_•a•n ....._ ____ yvM _—.-- war•..—_�-- rri ._...�... w wmtxns°-we.•• v.i✓ A ° m sr.crw OFFICE LOCATION: �� 'yOlo MAILING ADDRESS: Town Ball Annex P.O. Box 1179 54375 State Route 25 5 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G Q Telephone: 631 765-1938 Southold, NY 11971 • �O P Irou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President MAY 1 8 2015 Ej Town of Southold Board of Trustees e From: Mark Terry, Principal Planner LWRP Coordinator -- Date: May 18, 2015 Re: Local Waterfront Coastal Consistency Review for CHARLES KIRSCH, MARY KIRSCH & KATHERINE SACCAMANO SCTM# 1000-87-4-9 CHARLES KIRSCH, MARY KIRSCH & KATHERINE SACCAMANO request a Wetland Permit to raise the existing one-story+/-1,013sq.ft. dwelling onto a pier system foundation using CMU blocks stacked onto a poured concrete footing; construct new 5'x6' egress platform and stairs to grade on northerly side; existing +/- 5'x5' outdoor shower to remain; raise existing +/-204sq.ft. southerly deck and install new foundation and supports underneath along with a new staircase with handrails to grade; and install gutters to leaders to drywells to contain runoff. Located: 555 Windy Point Lane, Southold. SCTM#87-4-9 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is EXEMPT from LWRP review pursuant to: §268-3. Definitions. MINOR ACTIONS items"II"which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins, jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); Note very high groundwater tables when considering specifications for drywells. PuFsuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Peter Young,Chairman y Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation AdvisoryCouncil held Wed., May 13, Y 2015 the following recommendation was made: Moved by John Stein, seconded by Peter Meeker,. it was RESOLVED to SUPPORT the application of CHARLES KIRSCH, MARY KIRSCH AND KATHERINE SACCAMANO to raise dwelling to meet FEMA flood zone guideline with same building footprint; new egress stairs; and install new foundation using helical steel pile and cement columns. Located: 555 Windy Point Lane, Southold. SCTM#87-4-9 Inspected by: John Stein, Peter Meeker, Peter Young Vote of Council: Ayes: All Motion Carried MAY 1 5 2015 E � P'(631)`650,-6666 ". F--(63'1:) 6"50-6667„ ' C (51'6).658703,25 TODD Co NELL WWWAocarchitects.com ;ARC H I T.E C-T P. C - + todd6toca rch itects,com April 2;2015 ;Town of Southold _ Board of Town Trustees •54375 Main Road. Southold;NY' 11971 ' '� Y I •� APR. t 3: 241r i Re-.' - The K••irsch``Residence 555 Windy,Point Lane Southold, NY 11971 1 To whom it may concern:'° ".,This proposed projectfor the above reference dwelling is to elevate the dwelling so that the-first floor elevation will comply'with FEMA and NY State code requirements for flood zones.-A habitable dwelling must b' raised 2'-0" above the designate base flood zone established by the NAV1988 army of engineers.The.flood zone.for this.. property is AE-6.The"dwelling will be raised 3'-0" above the base flood zone setting,'the first floor level at elevation 9.1'.The dwelling will be raised within the existing footprint,equal to 1,013 sq.ft.. New.egress platform and stair will'be' constructed of front(5' 0"deep X:6)-0"wide=30,sq.ft.)complyingwith Town of Southold building code section28.104-C2:'•An`ezisting outdoor'sh'ower will remain on grade with-no change.,The' existing deck will be raised at rear(204 sq.ft).The existing deck will'remain.with all existing materials'(decking,guardrail,framing;etc.), existing-footprint'6f deck will remain without change.A new foundation and supports will be constructed-along with'anew stair and handrail egress. The-dwelling will be placed on,`a pier system foundation (16"X16'.',pier out of CMU blocks stacked)on a poured conc. Footing(30"X30"X15').'A continuous ACQ pressure,treated girder will - span from'pier to pier(3-2X10)•while the existing floor.framing to-`remain and be reinforced with new.joists where required. Additional interior,repairs will be.made and they are as followed-Scope for storm repair: 1) ' Detach:and relocate electrical.meter to-FEMA guidelines ". 2), Roof.and floor strapping to bring up to code 3) ,Patch and repair, existing siding • 4) Replace damaged'pluinbing lines, insulate'exposed plumbing lines ' '..S) ;Removed all electric;insulation,and'sheetrock in'contactWth flood waters and replaced.in kind..", -6); Replaced molding-and finishes in kind: 7), Replaced'utilities(hot water heater)in contact with flood waters. 8), Detach and reset front and rear doors to allow for framing adjustment. 9)' Secure propane,tanks, • , ' 10) New wall hung HVAC units with wall mounted exterior condenser These findings are based on a visual inspection of exposed conditions only and the structure'as:it currently stands . does-not appear to be structural yri3e from the storm. _ Please feel free to contact o �ifi �fti ns or concerns you may have:, Very truly yours, 1 Todd O'Connell,AIA ! ,4 t 4trf 02(t7yl- dy a�J )' j { 4 ✓ '� y s ! 4 00 Veterans MemorialHighway, ••. •' NY 11788 James F.King,President �QF SQUTy Town Hall Annex Bob Ghosio,Jr.,Vice-President �� 54375 Main Road h O P.O.Box 1179 Dave Bergen . Southold,New York 11971-0959 John Bredemeyer ar Michael J.Domino • O Telephone(6 Y �G ) P5-189�� Fax(63 765 'Fi4 11 APR 16' 2015 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD [; To: Southold Town Building Department Re: Verification of Building Department Permit Requirements SCTM#: tOr on7 &6r Property Owner Name: Olmf les ki rScA, ary", )'rscli l'Ca ien'f\e &CCO-Ma/I0 Date Sent to Bldg. Dept.: ;Izr The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO i I the proposed project require a Building"Permit? Will the proposed project require a variance determination from. Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: Signature of viewer Date James F.King,President *QF STown Hall Annex y0 Bob Ghosio,Jr.,Vice-President 54375 Main Road O l0 P.O. Box 1179 Dave Bergen . Southold,New York 11971-0959 John Bredemeyer w G Telephone(031) 765_1892 OI Michael J.Domino ;"elk �,"l,YC � Fax(631:) 7�5-6 coU NTY, U L LC IJ 1J IS ; BOARD OF TOWN TRUSTEES ' MAR 2 3 2015 . v... TOWN OF SOUTHOLD 6lC)G. DEPT. 1"''`' :'t (;J''TriOLD To: Southold Town Building Department - --- -- Re: Verification of Building Department Permit Requirements SCTM#: 7 y Property Owner Name: Charles k `-sok, Mors k=i rsc.� Ko-neene- Ra�nnano Date Sent to Bldg. Dept.: 311c; 3i is- The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination from. e Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: Signature of Kviewer r Date John M.Bredemeyer III,President f 4� .,� Town Hall Annex j6 } d' ,; 54375 Main Road Michael J.Domino,Vice-President � `" �� ✓ t5 P.O.Box 1179 James F.King,Trustee -r' Southold,New York 11971-0959 Dave Bergen,Trustee Telephone(631)765-1892 Charles J.Sanders Trustee `' '' '' ` = ��' �(}. Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD '` ;.:.: r•': +> ; h-FE ~I Office Use Only _Coastal Erosion Permit Application MAR 2 3 2015 a J „Wetland Permit Application Administrative Permit ? Amendment/Trans*r/Extension Received Application: .3 23h Received Fee:$ Yc, Completed Application. _Incomplete _SEQRA Classification: Type I Type II Unlisted _Coordination:(date sent) LWRP Consistency Assessment Form 3 1S_ CAC Referral Sent:,. _Date of Inspection: o _Receipt of CAC Report.. _ _Lead Agency Determination: .Technical ng He _pPublic Hearing Held: - Resolution: Name of Applicant OL.r)e6A;'vctn Mailing Address .4"C_t f h�-120,_a� - — . _N- f Phone Number:(,/–�� Pr box roto Suffolk County Tax Map Number: 1000 - 97- ®q Property Location: jr' (provide LILCO Pole#, distance to cross streets, and location) AGENT: �� ..►�4/ (If applicable) Address: J L i' a tt l7tt Phone: /q.orl y� � r and of Trustees Applicatio:_ GENERAL DATA Land Area(in square feet): 1(/, 2I Area Zoning: f� yC Previous use of property: Intended use of property:. ��i Covenants and Restrictions on property? Yes _ZNo If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? ✓ Yes No If"Yes",be advised this application will be reviewed by the Building Dept,prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes No If"Yes",please provide copy of decision. Will t is project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s) on property have a valid Certificate of Occupancy?--zYes No Prior permits/approvals for site improvements: Agency Date V No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? 1/ No Yes If yes,provide explanation: Project Description(use attachments if necessary) t Le- Ld r i _ ` -� A toe 4:� 1 l I� �� W�LL� P (631)650-6666 F (631) 650-666.7 C (516) 658-0325 TODD O'CONNELL WWW.tocarchitects.com A.R.c H I'T e:c T 'P. C. todd@tocarchitects.com March 10,2015 . _ Town of Southold Board of Town Trustees 54375 Main Road Southold, NY;1197.1 MAR 232015 Imo' Re: The Kirsch Residence I 555 Windy.Point Lane Southold NY 11971� iy n To whom it may concern: This proposed project,for-the above reference dwelling is to elevate the dwelling so that the first floor elevation': Will comply with FEMA and NY,State code requirements for flood zones.A-habitable dwelling must be raised 2'-0" above the,de'signate base•flood zone established by the NAV1988:arm,y core of engineers.The flood zone for this property is AE-6.The•dwelling will be raised 3'-0"above the base flood zone setting the first floor level at elevation. 9.1'.The dwelling will be raised within the'existing footprint.equal.to 1,013 sq.ft.. New egress platform and,stair will be constructed at'rear.(62 sq.ft.)-while raising the existing outdoor.shower.The existing deck will be raised at front(204 sq.ft)with a,new stair constructed.The dwelling.will be placed on a pier system foundation (16"X16" pier out of'CMU blocks stacked)on a poured con'c.-Footing(30"X30"X15"),'A continuous ACQ pressuretreated girder will.span from-pier to pier(3-2X10)while the existing floor framing to remain and be-reinforced with new joists where required. Additional interior repairs will be made and they are,as followed-Scope for storm:repair: ; 1) Detach and,reset baseboard heating to allo.w'for mold remediation-subject to contractors report :2) ' Asbestos abetment on all exterior elevation siding- .3) iding.3) New vinyl siding installation -4) , Replace damaged plumbing lines 5) Removed all electric,insulation,and sheetrock in contact'with flood waters and replaced'in kind. 6) Replaced molding and finishes,in kind'. 7) Replaced utilities(boiler and hot water heater)in contact with floodwaters; 8) Detach and,reset front and rear doors'to allow for framing adjustment. 9)' Replace damaged window on second floor in kind. 10) Replaced drywall ceiling,in kitchen from window leak These findings.are based on a visual inspection of exposed,co.nditions only-and thestructure as it currently stands ' does not appear to be structurally compromised from the storm. Please feel free-to,contact this office ith�raesfions or concerns you may have. Very truly-yours, o'c0N�V hi Todd O'Con Hwt4 1200 Veterans Memorial Highway,Suite 120 Hauppauge,NY 11788 a ,, f ..l.,`U,, s'�ls...1.411 T..,,`��'�`�'u'" {{ 4 ,•( _../..- I L,__,--d of Trustees Application , _ WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Zo &hP CodL Area of wetlands on lot: /(�, 7 I j: _square feet Percent coverage of lot: Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? No Yes If yes,how much material will be excavated? 22_tcubic yards How much material will be filled? A cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: _ GQ G�niV��J avA bck 6yiS t/a bo i Statement of the effect,if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): 00 � 617.20 Appendix B Short Environmental Assessment Form Instructions for Comoletina Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part ofthe application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Informat�ionn Name of Action or Project: �►'r^SG I� 2e6 rden Project Location(describe,and attach a location map): / IVY f �� (NirvlGt jOre/1 f �Gc N .t�G r�1��. I"v Y Brief Description of Proposed Action: Xle AU911/ jSe .1v AGS l"� �e �t>/i��!///IE�S 4,) [p r'�s -514 f,e _ Gap,?a Name of Applicant or Sponsor: Telephone-.' ��.G�.✓' f�5 ��SG� E-Mail: Address: ` , �j /Wl, (�tll(� City/PO: State: Zip Code: Sd��lra�� Sr 119'7/ 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? t+ocoe.- rGLt`C� If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: of,k ian'd 6 0' �u;lr� �g ��r�pl G,4� ❑ 10 3.a.Total acreage of the site of the proposed action? a acres b.Total acreage to be physically disturbed? p, 01 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .1 J_acres 4. Check all land uses that occur on,adjoining and near the proposed action. E/ ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial E Residential(suburban) EdForest ❑Agriculture ❑Aquatic [Other(specify): liClV'1Gc,1 ❑Parkland Page 1 of 4 � t .5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO VE Sq landscape? ❑ r7i 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:.i(D; JZ f%V1+- 04 Wpm 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? RrI❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? Er ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: � u E 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: � �— ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? � ❑ b. Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? I i,}' ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: LSI 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline [Z'Forest ❑Agricultural/grasslands ❑Early mid-successional [Wetland El Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? W ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ' a. Will storm water discharges flow to adjacent properties? dNO DYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ONO [' YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: __ — __ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: _ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or ENn YES completed)for hazardous waste? If Yes,describe: -______ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsorname: _ /"ll►��/� _ Date; Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Pant 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? l� 3. Will the proposed action impair the character or quality of the existing community? ❑u 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: El a.public/private water supplies? b,public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, n waterbodies,groundwater,air quality,flora and fauna)? �_ J Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. f Check this box ifyou have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box ifyou have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental i ipacts Town of Southold-Board of Trustees Name of Lead Agency _ Date President Print or Typ Name of Respo she Of cer in Le dg cy Title of Responsible Officer nature of Resp 6 �Of cerinLead Ag-hcy Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: r;- ((';mac i>� :. �E• _,.� > MAY 8= 2015 SOt�thciJ i-•.n � . STATE OF NEW YORK COUNTY OF SUFFOLK , , residing at iN 8,A �-4 being duly sworn, deposes and says that on the day of , 20t , deponent mailed a-true copy of the Notice set forth in the Board of TruAtees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at . - tk4-d�� t,4 , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of M201L_ dZ_ ROBERT A MAZZAFERRO Notal 11 NOTARY PUBLIC-STATE OF NEW YORK NO.01 MA6207376 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 16,20L�Z - John Bredemeyer, President �oguFFOt* Town Hall Annex Michael J. Domino, Vice-President �°° °ate 54375 Route 25 James F. King P.O. Box 1179 Dave Bergen s Southold, NY 11971 Charles J. Sanders spa! , ya°� Telephorie (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD MAY 19 2015 --------------------------------------------------------------- In the Matter of the Application of CHARLES KIRSCH, MARY KIRSCH, & KATHERINE SACCAMANO COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS 1, 4V4ef residing at/dba 5 being duly sw rn, depose and say: That on the day of 1tiAA , 201 T, I personally posted the pro erty known as b r a lti. IL c A MA tfL� �� ► El 'A L A by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, May 20, 2015. Dated: (signature) , Sworn to before me this 9 day of/' 6L( 20 /b Jeanne Sweet Bartos / NOTARY PUBLIC,Statepf New York I(T' No.OIBA6210083 lified in Suffolk County No ry Pub 'c Co ission Expires August 10,20 7 ,NUTILL UF H' t: ARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CHARLES KIRSCH, MARY KIRSCH & KATHERINE SACCAMANO SUBJECT OF PUBLIC HEARING : To raise the existing one-story +/-1 ,013sq.ft. dwelling onto a pier system foundation using CMU blocks stacked onto a poured concrete footing; construct new 5'x6' egress platform and stairs to grade on northerly side; existing +/-5'x5' outdoor shower to remain; raise existing +/- 204sq.ft. southerly deck and install new foundation and supports underneath along with a new staircase with handrails to grade; and install gutters to leaders to drywells to contain runoff. TIME & DATE OF PUBLIC HEARING : Wednesday, May 20, 2015 — at or about 5:30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 of Trustees Application County of Suffolk State of New York 01"16 k�LA-- a� Ne S g oBEING DULY SWORN DEPOSES ANDA FIR THAT E/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)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 TOWN 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(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES 1N CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature of property Owner SWORN TO BEFORE ME THIS DAY OF Notary Public P— Anita G. Soni '�dh State of Florida *C MY COMMISSION NO. FF 27453 to` Expires; July 14, 2017 bocitd of Trustees Application AUTHORIZATION (where the applicant is not the owner) �r�t�PCCGbh��,.4 I, iwy �` esiding at (print owner of prope y) (mailing address) do hereby authorize (Agent) U Ljn ,C f,;extto, apply for permit(s)from the Southold Board of Town Trustees on my behalf. (Owner's signature) APPLICANUAGENUIREPRESENTATM TRANSACTIONAL DISCLOSURE FORM 'frit.-Tii.ft of Sodtliold'stode qMhiesV6hib!jlsconflicts of interest ori the BRA of town officers anddmpl6vees-,TNa PUEP69b of this form 1s to provide fiifb6ri&.ijoi.i wlif6h c.an atert tliE town of.ppssil5fe conflfdis of interest and'allow into take WlfateWt god6h is. ne6ea6jfo avoid same. YOURNAME., a A - (Last n-aiiie,first name-Oddle initial,unless you are applying ifithe name of someone else or other entity,such as a company.If so,indicate,the other person's or company's name.) r. NAME OF APPLICATION: (Check all that apply.) Tax grievance Building is Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other'',name the activity.). #z Do you pegpivilty(orti.irough your compdny,..spoilsc,sibllfik,lyatdi%or child)have a relatibilship with aiiy 61fib'dr"dr.employjae of the ToWii.of 96tAh"W "Relatldnsli'ip'?'Qiades by blood,marriage,or busine§sibwrek"Business inwicse-1 means a business,, includi.hg.d'partnet.ship,iawh.lcli the town officer or employee has even partial-.ownership of for employment by)a corporation in which the town officer or crfiplo'yee*u,,�ns mote th&i-5%"bf the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent, or child is(check all that apply): a the 0%V11e ef at6r"t�bftn 5%of-the shares of the corporate stock of the applicant p, -corporation); the,60hen up'n'r . licant is a W 'V or .cpnc'pleial owi,ier of any ffildrest in a non-corporate entity(when the h` cant is not a .C.)an officedirector,pi,..t artner,or employee of tlie applicant;or llj the actual applicant. DESCRIPTION OF RELATIONSHIP M (t -S Submitted this (g day of A C k Signature Print Name__r_1, 4 fl L e :5 jyl Vg c Form TS I Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects uyon.the.coastal Ikea(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer mast be exnlaih6d iia.fttail, listiria both supporting and non= supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 10 0 0 PROJECT NAME 'L5 d i o4 The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board E� BuiIding Dept. Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate"response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Location of action: Site acreage: 0 Present land use: Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 44 r i v )OW l' "Id e y) (b) Mailing address: jS . r�r` AN 071 (c) Telephone number: Area Code (d) Application number,if 4-iy,: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes EZ No ri If yes,which state or federal agiicy`? n C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. U x es ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2.' Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III=PoIici s Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable zit e �J•fed L,iq 6V' On 49rovekAu to a fr jke rt vk Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes-[:] No ONot Applicable I fi i Ct re ei i e nw- G Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 f-•-o—r evaluation criteria. ❑ LJ LTJ Yes No Not Applicable 7, Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters public lands,, an d public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye] No Not Applicable Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations.. See LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Towu wa ers. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaI ation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies• ages 65 through 68 for evaluation criteria.. ❑ Yes ❑ No Not Applicable PREPARED BY r ,.y�/�'V TITLE 1r, DATE I 4 L- U.S.DEPARTMENT OF HOMELAND SECURITY EVATION Y.oERT� FICATG FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flool°InsurancE'Program Imp_ _int: Read the instructions on pages 1• r, Expiration Date:July 31, 2015 � 9 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name CHARLES KIRSCH Policy Number: A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. l' �Cvmpany.NAIC,Ndnib&t 555 WINDY POINT LANE �-. --- ---- -. _ City SOUTHOLD State NY ZIP Code 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) MAH 2 3 2015j' 1000-87-04-09 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL21 - - :- - ---- - A5. Latitude/Longitude: Lat.41 DEG 02MIN 21 SEC Long.72DEG 25MIN 26.7SEC Horizont I Datum: ❑ NAD 1,927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. - A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1013 sq ft a) Square footage of attached garage _ sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade _ within 1.0 foot above adjacent grade c) Total net area of-flood openings in A8.b _ sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name&Community Number B2.County Name B3.State SOUTHOLD,TOWN OF 360813 SUFFOLK NEW YORK B4.Map/Panel Number B5.Suffix B6. FIRM Index Date B7. FIRM Panel B8.Flood B9. Base Flood Elevation(s)(Zone 36103CO166 H Effective/Revised Date Zone(s) ' AO, use base flood depth) 09/2512009 AE EL 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 ® NAVD 1988 ❑ Other/Source: located a CBRS B12. Is the building o ted m a Coastal Barrer Resources System( )area or Otherwise Protected Area(OPA). El Yes ® No Designation Date: ❑ CBRS ❑ 0 P SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/Al-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7"In Puerto:Rico only,enter meters. Benchmark Utilized: Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ®,NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 6.1 ®feet ❑ meters b)Top of the next higher floor __ ❑feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) __ ❑feet ❑ meters d)Attached garage(top of slab) __ ❑feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 6.1 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) 3.3 ®feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 3.6, ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support .3_.5 ®feet ❑ meters SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed b a land surveyor,en ineer,or architect authorized b law to certify elevation 9 Y Y 9 Y fY ecvy information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. (}r ��,E� 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1009. g C\ ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name JOHN T METZGER License Number 49618 fit ) Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS "? Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 Signature Date 05/20/2014 Telephone 631 765-5020 LAW FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the cc -, )onding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 555 WINDY POINT LANE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company, and(3)building owner. Comments Signature Date 05/20/2014 SECTION E—BUILDING ELEVATIO INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1—E4,use natural grade, if available.Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG_ E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑ above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above br ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑.above or❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 3uilding Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 555 WINDY POINT LANE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page,.use the Continuation Page. 4 Yr5dx .Y� I AIS .A FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 30ding Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 555 WINDY POINT LANE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View' and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page;use the Continuation Page. I r f 1 t FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 30ding Photographs Continuation Page IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 555 WINDY POINT LANE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. I i - 9" � i• _ y{L } 3 ).v > t- ".t FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 30ding Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 555 WINDY POINT LANE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. � E - i i FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 30C>7111g Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 555 WINDY POINT LANE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: P Y If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page; use the Continuation Page. t i i- t . A FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 555 WINDY POINT LANE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 1 FEMA Form 086-0-33(7/12) Replaces all previous editions. Scott A: Russell' °s� k�� S1 J]MM[WATIER, SUPERVISOR co M[A NA.-G IEMEN T SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YOM 11971 ' O Town of Southold 1 Y� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes. No (CHECK ALL THAT APPLY) ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[Z C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. - E]M F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. *:. 1000 Date: District ME NA : 0 70 4 D 9 1 ZZ//5 teeno Section Block Lot pp a�"/""`� FOR BUILDING DEP RTMENT USE ONLY**** .7 Contact Information: T 1 T ✓19 7-344 ---- ••-- 1I rhlepbone Number) ! Reviewed By: 1' V119 2 3 2015 — — — — — — — — I — — — — — - Property Address/Location of Construction Work: — — J,�� W 10 n y PO 1 M 1 ( �f.J F_ ❑ Approved for processing Building Permit. .. "` Stormwater Management Control Plan.Not;Requiri c — — — — — — — — — — — — — - — —�0 ` �`t°" ��. 09-7 ! ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 oS�Fi=ak CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST U DATE: APPLICANT: (Property Owner.Design Professional,Agent,Contractor,Other) It Z ZZ �5 NAME: 10 yea' S C T M #: 1000 7 Telephone Number: District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYES FN01 If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage. 00 - c. Existing-Natural &Man Made Features within 500 L.F. O� D -5 e7 --,e of the Site Boundary as-required by§tae-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing& Area of Proposed Land Disturbance. /eafre axe f. Existing&Proposed Contours of the Site (Minimurn 2'Intervals) 00 anot- g. Location of all existing& proposed structures, roads, �OO driveways, sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& - proposed structures. I. Location of proposed Swimming Pool and discharge ting. ryv /'� oY �i �i6� w,o' 1)0v� _ j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). �0 1. Location of proposed concrete washout area(s). �0 M. Location of all proposed erosion&sediment control measures. 00 r 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch i rainfall/storm event. r 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: MAR 2 3 961; a. Erosion &Sediment Controls. F-L7]00 b. Construction Entrance&Site Access. C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) rri== d. Leaching Structures (e.g. infiltration basins,swales,etc.) FORM �" SWCP Check List-TOS JAN 2014 1� n j Al I�. ' ;' �� !�!��1�.� �yy�' -•� a =?� ✓v,.:.. - +r.M r—_\ Ap ro s� ��' e ► ri��.��Y u 017 40 T f r �+ Fl { • Y j.• •iii I :u r � if -- : : i C7 `' -+ sir •� �dA��? �� -.. M -.r;r; _ ._ - - $� Emma- 41 41, Ohl Oh i S s i a - .. �t :. PAR 2 3 201 ou • a ;f ° a ° o � 1 p EL S.R.F. 4.2' V If i 12 tic / moi. •.. .9' i Z , u. POLE 4 TOPSOIL , " STORAGE 0 � CoNa 0� EL. 6; O 4Q EL. Z 3.3' O ,ZONE At--- �d \O 24.4 EL. Dw EL. 6. ^ �5411rI H 3.0• 3.5 CONC 1 i 0 o s TORY wasrr.J ,�• � V) 1 $u0�$E R • r 1 V) ®ST HALE i Z cin -F E�• EL 3.4 JO m F• D E HGT.. r R� 20.7EL 'E�-• DW 3 m r J r EL z7 3 6• 3.5' EC 3 e h F" s m ^ DW 0p1E5 cD f I.N. oEL T r 0 A Pp4.0' EL tiV k. MHF1M j. � .0 Gj m o $ \g, m:(i , SCALE: 1 "= 30' ' 3� 1t"MIN 0"MIN '• ^1`'�• (v, TEST HOLE DATA / McDON4. GNCE 0 :. 04/29/1141.4 ; - AREA = 10,212 Sq.FI. DARK BROWN.LOAM OL. 4I iF novo BROWN SANDY CLAY CL mAMR o DRAINAGE CALCULATIONS 32' j j/.' Nil. HOUSE - 1013 SOFT � WATER IN BROWN SANDY CLAY CL .{ •: F �' GI DRIVEWAY: 800 SO.FT. �� /. B' 0 WATER IN BROWN SIa SILTY SAND SU 1013x1 x0.17 = 172CU.FT 172122.3 - 7.7 VF 10' PROVIDE 44 DWs 6'0 x 2' DP. DRIVEWAY WATER IN PALE BROWN FINE SANDS 800x0.5x0.17 - 68cu.11. E Sk 68122.3 - 3 VF 17' PRI-VIDE I DW 6'0 x3' DP. NOTE: WATER ENCOUNTERED 3.2'BELOW SURFACE 10 — :MARCH 5, 2015 (addil.) / JAN. 30, 2015 suFFo< CHAPTER 236 COMPLIANCE DATE. l/22�15 �- JOHN T. MET <\ r STORM�VATRR hG1NAGRMENT CONTROL PLAN CHARLES KIRSCH t.1'S. 1 � 0;"49s� p APPLICANT: �; r= PECON/C SUR Vey' 6 StandardStarmwater Details 1000-87-04`09 16311 765-5020 F X��3-1.1�?G$i 17 7 P.O. BOX 909 S.C,T.M.#: 1230 TRAVELER §1l"R C 1 � 555 WINDY POINT LANE � � Drawing .# • SMCP PROPERTY SOUTHOLD N.Y. NW EFFECTIVE:9/17/171ADDRESS: SOUTHOLD, N.Y. ' �"�j.l n� ELEVATIONS & CONTOUR LINES REFRENCED TO N.A.V.D. SURVEY OF PROPERTY FLOOD ZONES FROM FIRM 36103CO166H AT BA YVIEW TOWN OF SO UTHOLD N SUFFOLK CO UNT Y N. Y. 1000-87-04-09 SCALE. 1'=30' MAY 20, 2014 JULY 8, 2014 (REVISIONS) S.R.F. MAR 2 3 2015 E SQe �� •Seuh;•i� ��,:r; W.M. ----- -.._._.... m� 1' 2* 2 k � O/ g 70 69, Rr ROgo - u. POLE Koko. `EL. 76 6 . Q C4 O s EL i V- 3.3' ZONE AE cd 0 2�4 EL 6 CIV EL 3.0' 3.5 ' 1 STORY . Fg. HoLIsE ® O r N TEST 4'HOLE [),, Z EL 3. ti p v: J D ,�^� Q _ R0G'?7 EL 4 J EL � O EL. 3.6' Z - — - 3.5' EEK 4' o TEST HOLE DA TA • N McDONALD GEOSCIENCE cD 04/29/14 O EL. EL 00.0' -- 3.8'. --t / N co / DARK BROWN LOAM OL EL 8 J�kEOp 4:0' / MHWIV // /// BROWN SANDY CLAY CL 2' EV / / 3.2' 41' / 6 0� j� WATER /N BROWN SANDY CLAY CL WATER IN BROWN SILTY SAND SM cgs 1°" WATER /N PALE BROWN FINE SAND SP /Y �O NOTE. WATER ENCOUNTERED 3.2' BELOW SURFACE = MONUMENT .�j• 'fin--^ i AREA=107212 SQ. FT. i° ' '� Y.S. -L/C. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA TION1 ` 0,N q ORS, P.C. OF SECTION 72090F THE NEW YORK STATE' EDUCATION LAW. 631 =-5020 FAX 631 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VAL/D FOR THIS MAP AND COP/ES THEREOF ONLY IF P:O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET _037 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 14 GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES NYS ENERGY CODE COMPLIANCE '. A.', - CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION RQ05.2 AIR LEAKAGE: MINIMUM DESIGN DEAD LOADS* AS PER ASCE 7-05 TABLE: N1102.I(I) CONSTRUCTION, AIA DOCUMEN7-201 TO BE AS INDICATED ON DRAWINGS. dC= THE RESIDENTIAL CODE OF N.Y.S. -JOINTS, PENETRATIONS, A10 ALL 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR ALL SLOPED ROOF SHINGLES SHALL OTHER SUCH OPENINGS IN THE COMPONENT LOAD INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ' SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE BE GAF-CLA55-A ASPHALT ROOF BUILDINGS ENVELOPE THAT ARE OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY SHINGLES OR APPROVED EQUAL. SOURCES OF AIR LEAKAGE MUST BE G E I L I N G 5 MAXIMUM MINIMUM IoL)D o'c,ONNELt. 4�± r . h i r c c: T P. c NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM SHINGLES SHALL BE APPLIED OVER SEALED. GYPSUM BOARD (1/2-In.) 7.0 CLIMATE ZONE FENESTRATION SKYLIGHT CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL Er--ACE AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE 15# ASPHALT FELT WITH -RECE55ED LIGHTS MUST BE TYPE IG U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE E DEPTH WALL R-`/ALUE THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER RATED AND INSTALLED WITH NO GYPSUM BOARD (5/8-ind q.0 - TODD O'CONNELL,AIA REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, 10 CONT. OR _ IO CON" OR PENETRATIONS, OR TYPE IG OR NON-IG SUSPENDED STEEL CHANNEL SYSTEM 2.0 4 0.�5 O.6 38 13 5/10 Iq 10 / 2FT. 1200 Veterans Memorial Highway AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO NY5 ENERGY VALLEYS AND FLASHING. ROOFING RATED INSTALLED INSIDE AN 13 CAVITY 13 CA%';TY J Y CONTRACTOR SHALL REMOVE ALL CONSERVATION CODE. FIREBOX TO BE CONTRACTOR TO PROVIDE ALL APPROPRIATE AIR-TIGHT ASSEMBLY G O V E R I N G 5, ROOF, AND WALL - Suite 120 Hauppauge,NY 11788 WA5TE MATERIALS, TOOLS, RUBBISH, COMPLETELY LINED WITH FIREBRICK. FLASHING NECESSARY FOR A WITH 0.5" CLEARANCE FROM ASPHALT S-KNOLE5 2.0 ETC., GLEAN OLA55 AND LEAVE WORK PROVIDE MIN. 8" FIREPLACE WALL WATERTIGHT,•WEATHERPROOF JOB. GOM5U5TI5LE MATERIALS AND 3" 0YP5UM SHEATHING, 1/2-in. 2.0 ': APPROVED BY P(631)650-6666 BROOM CLEAN UNLESS OTHERWISE THICKNESS WITH 4" NON COMBUSTIBLE ROOFING 15 TO BE APPLIED IN STRICT CLEARANCE FROM INSULATION PLYWOOD (per 1/2-In.) 1.6 BOARD OF I-RUSTEES F(631y650-6667 SPECIFIED. THE CONTRACTOR SHALL FIRE5TOPING BETWEEN COMBUSTIBLE ACCORDANCE WITH THE rC(516)658-032.5 CARRY WORKMAN'S COMPENSATION WOOD FRAME CONSTRUCTION. MANUFACTURES SPECIFICATIONS. VAPOR RETARDER: RIGID INSULATION, 1/2-in. 0.75 ZONING INFORMATION TOWN OF SOUTHOLD AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR -REQUIRED ON THE WARM-IN-WINTER SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 TOWN Or 5OUTHOLD ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR SIDE OF ALL NON-VENTED FRAMED - SEGTION:67 BLOCK: 04 LOT(S)- 09 +� ! (!'I, LOCAL CODES AND ORDINANCES. THE BITUMINOUS• SMOOTH SURFACE �'� 5 b S" INSTALL TWO LAYERS OF TROWELED OWNER'S APPROVAL, PRIOR TO CEILINGS, WALLS, AND FLOORS. WATERF'RODFING MEMBRANE 1.5 FEMA FLOOD ZONE (AE-EL-6) CONTRACTOR SHOULD FULLY ON FIBERGLASS MA5TIG. (FED. SPEC. INSTALLATION. THIS 15 AN ARCHITECTS PLOT PLAN AND 15 GUARANTEE H15 WORK AND THE WORK S.S.G. 153 TYPE-1) MEMBRANE TO BE MATERIALS IDENTIFICATION: F L. O o R S AND FLOOR FINISHES ZONE: R-40(I ACRE) REQUIRED EXIST1NO PROPOSED SUBJECT TO VERIFICATION BY A LICENSED '` OF HIS SUBCONTRACTORS FORA CONTINUOUS FROM TOP OF INSULATION -MATERIALS AND EQUIPMENT MUST BE 4-• LOT AREA 40,000 50.FT. 10,212 50.FT. EXI5TIN6- No CHANGE EXI5TIN6-NON-CONFORMIN6 SURVEYOR. INFORMATION OBTAINED FROM AL1 ` '-" �..f•% PERIOD OF ONE YEAR AFTER CERAMIC. OR QUARRY TILE (3/ In.) SURVEY PREPARED BY. ': v ` °Cl_N COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS INSTALLED IN ACCORDANCE WITH THE 16.0 LOT WIDTH 150 FT 102.69 FT EXISTING- NO CHANGE EXISTING-NON-CONFORMING EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL MANUFACTURER'S INSTALLATION ON I/2-in. 1✓ORTAR BED LOT DEPTH 1'f5 FT 140.61 FT EXI5TIN6- NO CHANGE JOHN T. METZOER- PEGONIG SURVEYORS, P.G. 1230 TRAVELER STREET,SOUTHOLD, NY I I9"I I �; OTHERWISE SPECIFIED. ALL WORK FACED FIBREGLASS BATT INSULATION INSTRUCTIONS. HARDWOOD FLOORING, 7/7-in. 4.0 FRONT YARD 50 FT. 55.4 FT EXISTING- NO CHANGE P: 631-'165-5020 F: 631-765-I"I9"f a" •" i<: :u;, �• SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED -MATERIALS AND EQUIPMENT MUST LINOLEUM OR ASPHALT TILE, I/4-In. I.O REAR YARD 50 FT. 48'-bs/a" EXISTING- No CHANGE EXISTING-NON-CONFORMING ACCORDANCE WITH GOOD BUILDING FIREBLOCKING EQUAL, FOIL TO BE PLACED TOWARD IDENTIFIED SO THAT THE COMPLIANCE - REAR YARD TO DECK 39'-5Y4" EXISTING- NO CHANGE EXISTING-NON-GONFORMINS , PRACTICES. THE CONTRACTOR SHALL FIREBLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE II/2" RIGID GAN BE DETERMINED. 5UBFLOORINC, 3/4-fn. 3.0 SIDE YARD (MIN) 15 FT. 3 FT. EXISTING- NO CHANGE EXISTING-NON-CONFORMING { INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.13 OF THE FOAM INSULATION ON ALL EXTERIOR -MANUFACTURER MANUALS FOR ALL SIDE YARD TO DECK 10'-64 EXISTING- NO CHANGE EXISTING-NON-CONFORMING AND THEIR FLOORS, WOOD JOIST (no taster) 12-in. I6-in. OWNER, ARCHITECT, RESIDENTIAL CODE OF NEW YORK p 51DE YARD (A66) 35 FT. 26'-5%" EXI5TIN6- NO GHAN&E EXI5TIN6-NON-CONFORMING AGENTS AND EMPLOYEES FROM AND FOUNDATION WALLS FROM FOOTING INSTALLED HEATING AND COOLING JOIST SIZES (in.) D.G. O.G. STATE TO GUT OFF ALL CONGEALED LIVABLE FLOOR AREA 850 SQ. FT. Ipl3 SOFT. EXISTING- NO CHANGE AGAINST ALL CLAIMS, DAMAGES, TO 6 BELOW FINISHED GRADE UNLESS EQUIPMENT AND SERVICE WATER DRAFT OPENINGS (BOTH VERTICAL 2x6 6 5 LOT COVERAGE 20 % 12.0-1 % EXI5TIN6- NO CHANGE LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). OTHERWISE SPECIFIED. CARE SHOULD HEATING EQUIPMENT MUST BE BE TAKEN NOT TO DAMAGE PROVIDED. 2x8 6 6 BUILDING HEIGHT 35 FT. I-1'-6Y4" 20'-6Y4" � ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIREBLOGKING IN NUMBER OF 5TORIF-5 21/2 1 I/2 EXISTING- NO CHANGE FOUNDATION WATERPROOFING. -INSULATION R-VALUES AND GLAZING 2x10 7 6 1 RESULTING FROM THE PERFORMANC CONGEALED SPACES OF STUD WALLS U-FACTORS MUST BE CLEARLY �65t. FEMA ZONE (() OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS MARKED ON THE BUILDING PLANS OR 2x'2 8 7 I x`3$0, SOS 'E- SUCH CLAIM, DAMAGE, L055 OR SPACES AT THE CEILING AND FLOOR SPECIFICATIONS. F R A M E P A R T I T I O N 5 EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO BE INSTA_�ED AS PER _ N BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE SEGTIONR308 OF THE RESIDENTIAL WOOD OR STEEL STUDS, I/2-In. GYP. BOTH ES 8.0 I ��` O BO DEATH U R TO INJURY TO OR FIREBLOGKED AT INTERVALS NOT CODE OF N.Y.S. ALL GLASS 15 TO BE DUCT INSULATION: z # FRAME WALL 5 INSULATED LOW-E UNLESS OTHERWISE -SUPPLY DUCTS IN UNCONDITIONED 1 � 4 DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING to FEET. SPECIFIED. 6LA55 SUBCONTRACTOR ATTICS OR OUTSIDE THE BUILDING EXTERIOR STUD WALLS: NORTH SHED (OTHER THAN THE WORK ITSELF SHALL NOT INSTALL GLASS UNTIL MUST BE INSULATED TO R-8. INCLUD'TWG THE LOSS OR USE PLUMBING 2x4 m lb-in.,D5/8-In. GYPSUM, CONTRACTOR SHALL INSTALL WATER' PROPER CLEARANCES ARE -RETURN DUCTS IN UNCONDITIONED INSULATED, 3/8-In. SIDING II.O RESULTING THEREFROM). (B) IS PROVIDED. ALL SLIDING OLA55 ATTICS OR OUTSIDE THE BUILDING CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS DOORS, SKYLIGHTS AND/OR WINDOWS MUST BE INSULATED TO R-4. 2xb o I6-fn., 5/8-In. GYPSUM, 4 INDICATED. PROVIDE HOT AND GOLD -SUPPLY DUCTS IN UNCONDITIONED INSULATED 3/8-in. SIDING 12'0 /6 NEGLIGENT ACT OR OMISSION OF THE AS REQUIRED BY GORE, SHALL BE , CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. SPACES MUST BE INSULATED TO R-8. 1 X63' uui w t o INSULATED TEMPERED GLASS. ALL EXTERIOR STUD WALL5 WITH BRIGK VENEER 48.0 Q ' u w ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE -RETURN DUCTS IN UNCONDITIONED o z �'w GLASS DOOR-5 AND WINDOWS SHALL EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL CHANGES OF • DIRECTION AND AT BASE OF BE INSTALLED IN STRICT SPACES (EXCEPT BASEMENTS) MUST WEIGHTS O MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR ANYONE FOR WHOSE ACTS ANY OF ACCORDANCE WITH THE BE INSULATED TO R-2. PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES REMOVE EXISTING WOOD ;: 1 EXISTIN5 (� w p w u VERTICAL WASTES. USE 4" CAST IRON GIVEN REPiZESENT AVERAGES. IN SOME GASES THERE ISA STAIR AND PROVIDE NEW , SHOWER w m u v w z 7 THEM MAY BE LIABLE REGARDLESS MANUFACTURES SPEGIFIGATIONS. ALL -INSULATION I5 NOT REQUIRED ON EGRESS STAIR PLATFORM •1' ° -� a i o CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. 1 STALL TO � a �o w�< � �- OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITGHEG' NINDOW5 ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. AND HANDRAIL AND O REMAIN ON / ,n F (o,,V u,a MIN. I/8" PER FOOT. TRAP/WASTE GUARDRAL COMPLY WITH W 1 GRADE / z u z O F°t 'D ITS PART BY A PARTY INDEMNIFIED SEALED AS PER N.Y.S. ENERGY P5EG REQUIREMENTS AND O i <z �-T q HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS CONSERVATION CODE REQUIREMENTS. DUCT CONSTRUCTION: CONFORM WITH TOWN OF = I N u~o o z m~ W ASSEMBLIES, AND METHOD OF FOLLOWS: PROVIDE FLASHING PANS UNDER ALL -ALL JOINTS, SEAMS, AND ALLOWABL_ DEFLECTION OF STRUCTURAL MEMBERS* AS PER SOUTHOLD CODE SECTION o z 3 w rk Q° 1L TABLE R30il OF THE RESIDENTIAL CODE OF NEW YORK 25.104-C.2 -_ =N m v CONSTRUCTION INCLUDING BUT NOT D15H WASHER 1 1/2 SLIDER DOORS, AND WINDOWS WITHIN CONNECTIONS MUST BE SECURELY _. �zp u=z W 0 LIMITED TO FORM-WORK, KITCHEN SINK I I/2" A 6" OF AN EXTERIOR 5URFAGE. ALL FASTENED WITH WELD5, GASKETS, -t30 SOFT. L w- O ALLOWABLE 51-10" _ < 'u°o m = O BLOCK-WORK, FRAMING, NAILING, LAVATORY I I/4" STRUCTURAL MEMBER `U i o ? Q* U EXTERIOR DOORS ARE TO BE FULLY MASTICS (ADHESIVES), DEFLECTION 3.0' w z<-< o / , // , RAISE (�� vF'Yx��- PLAGING OF CONCRETE, ETC. ARE TO SHOWER 2 WEATHER-STRIPPED. PROVIDE ALL MASTIC-PLU5-EMBEDDED-FABRIC, OR --- 1 1j-'%, /!,, : EXISTING RAFTE'95 f-AVING SLOPES GREATER THAN 3/12 L/180 %! i, O BE CAREFULLY SUPERVISED BY THE TOILET 3 1 FIRST FLOOR- w w p z o m SCREENS AND HARDWARE A5 TAPES. DUCT TAPE 15 N07 `" u) z �' u CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN WITH NC FI1d15HED CEILING ATTACHED TO , !, : Ipl3 SOFT. / / • . z j D j w K < t REQUIRED. ALL OLA55 IS TO BE FREE PERMITTED. STRAP Ex. �;i �: r o o wQ< Nu RAFTERS � % /' IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" OF SCRATCHES AND IMPERFECTIONS EXCEPTION: CONTINUOUSLY WELDED - PROPANE < SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE AND GUARANTEED BY THE AND LOCKING-TYPE LONGITUDINAL INTERI:7? FALLS AND PARTITIONS H/18o TANK A5 PER .";�;� No. R !;; RAISEEXISTING j uzNwQ F° o FEMA %, f DECK- t 204 u NCL AND GOOD PRACTICE. DEVIATIONS FROSTPROOF HOSE-BIBS AS , I STORY J 0 MANUFACTURER FOR A PERIOD OF NO JOINTS AND SEAMS ON DUETS FLoo�:�� AND PLASTERED CEILINGS L/36o GUIDELINES ON ;!/ FRAME " SQ.FT.-ALL EXISTINS / J w pC v w� u FROM THE DRAWINGS AND INDICATED ON PLANS WITH EASILY -- NEH �/ DEGKIN5 MATERIAL, a o>U z o �Q F LESS THAN 5 EARS. ALL WINDOWS TO OPERATING AT LESS THAN 2 w.g. ALL O'•SER STRUCTURAL MEMBERS L/240 SLAB 1 i;!RE5!DENCE�/.� FRAMING,ETC.TO / 0 i 4 N w w*~°`nai 6 N�u_ SPECIFICATIONS WILL NOT BE AGGES5IBLE DRAIN DRAIN-COCKS. BE ANDER::EN UNLESS INDICATED -- 1 '�!�/" REMAIN-WITHOUT 4' �' �i�f o o (500 PA.) �'" ' PERMITTED WITHOUT WRITTEN THE WATER SUPPLY AND 5EWAGE EXTERIOR �tiALLS WITH PLASTER OR STUCCO FINISH H/36o �'��'' !'r''/' ' GRANGE-DECK TO z N n < OTHERWISE. -DUCTS SHALL BE SUPPORTED EVERY 1", "/j� a 0 ; / REMAIN IN EXACT 3=u w 2 V O Z AUTHORIZATION OF THE ARCHITECT. DISPOSAL SYSTEM SHALL COMPLY TO 10 FEET OR IN ACCORDANCE WITH THE EXTERIOR AALLS - WIND LOADS WITH BRITTLE: L/240 �r � '','`;' ;', CONDITION AND 0 <u -�C-o� THE CONTRACTOR SHALL BE THE APPLICABLE COUNTY PAINTING AND STAINING MANUFACTURER'S INSTRUCTIONS. FINISHES' ' • 1 %/" �" FOOTPRINT Z a<k tu<wzi a RESPONSIBLE FOR THE SHOP DEPARTMENT OF HEALTH STANDARDS THE FOLLOWING IS INCLUDED FOR THE -000LI NG DUCTS WITH EXTER OR 1/��` �� w u z w<z w 0 E NEEDED. AND REGULATIONS. APPROVAL OF EXTERIOR :NALL5 - WIND LOADS' WITH FLEXIBLE L/120 - / "� z=~3�x o DRAWINGS WHICH MAY B CONVENIENCE OF THE PAINTING INSULATION MUST BE COVERED WITH A FINISHES ?s, 0 / O� «�v,o o o u p ALL DIMENSIONS AND CONDITIONS ALL PLUMBING MUST BE OBTAINED CONTRACTORS AND ONLY A5 AN VAPOR RETARDER. -- 1 DECK y ry ARE TO BE FIELD VERIFIED. FROM APPROPRIATE LOCAL INDICATION OT THE TYPES OF PAINTS -AIR FILTERS ARE REQUIRED IN THE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT _ / CO • CONTRACTOR TO REMOVE AUTHORITIES PRIOR TO CONGEALMENT. REQUIRED FOR VARIOUS SURFACES. IT RETURN AIR SYSTEM. o. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 Io-by4° ?�=4„ z Z Z RELOCATE AS REQUIRED ALL PRIOR TO ORDERING, CONTRACTOR 15 THE INTENT OF THESE -THE HVAC SYSTEM MUST PROVIDE A TIMES THE COMPONENT AND CLADDING LOADS FOR THE 1 � PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN / EXISTING WORK WHICH INTERFERES SHALL SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A MEANS FOR BALANCING AIR AND I WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED WATER SYSTEMS. SITE WORK THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED THIS PROJECT GOMPLI_S KITH THE 1 9 a CONTRACTOR SHALL CREDIT THE STAKEOUT 15 TO BE PERFORMED BY A IN A UNIFORM MANNER TO BE TEMPERATURE CONTROLS: NOTE: 2010 RESIDENTIAL GODS OF NEW I 9 LICENSED SURVEYOR. STAKING AND OWNER FOR THE FULL ACCEPTABLE. -EACH DWELLING UNIT HAS AT LEAST YORK STATE SUBCONTRACTORS COST FOR THE THE PLUMBING SYSTEM SHALL BE INSTALLED LAYOUT ARE TO E57ABL15H ALL LINES INTERIOR WOOD 5URFAGE5-APPLY TO ONE THERMOSTAT CAPABLE OF IN ACCORDANCE WITH THE REQUIREMENTS OF 1 �_ AND BENCHMARKS. VERIFY ALL GIVEN CHANGED UNIT. LIGHTLY SANDED SURFACES, WALL5, AUTOMATICALLY ADJUSTING THE DATA ON DRAWING5. IN CASE OF DOORS, FRAMES, TRIM, AND BASES, SPACE TEMPERATURE SET POINT OF CHAPTERS 25-32 OF THE RESIDENTIAL CODE NOTE: GOLD ROOF SNOW LOADS / HVAC OF NEW YORK STATE. FOUNDATIONS CHAPTER 4 DESIGN A5 PER ASCE 7-05 DISCREPANCY, RECEIVE ONE GOAT WOOD FILLER OR STAIN THE LARGEST ZONE. THE MECHANICAL SYSTEMS SHALL BE 1 CLARIFICATION FROM ARCHITECT SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS MGKLUSKY'S BASED UPON PRESUMPTIVE LOAD SLOPE GS GSL LIVE LOAD / m PROVIDE PROPER SUPPLY TO ALL INSTALLED N ACCORDANCE WITH THE S �� PRIOR TO PROCEEDING. EXCAVATE EGGSHELL FINISH NON-YELLOWING ELECTRIC SYSTEMS: REQUIREMENTS OF CHAPTERS 12-23 OF THE BEARING VALUES OF SANDY GRAVEL 3:12 I.O X (20 PSF) 20 PSF ��,`(-�� ROOMS 4 CONFORM WITH ALL STATE AND/OR GRAVEL AT 2000 LBS PER _ AND BACK FILL FOR WORK INDICATED POLYURETHANE. -SEPARATE ELECTRIC METERS ARE , AND LOCAL CODES. RESIDENTIAIL CODE OF NEW YORK STATE. 4:12 O.q4 X (20 PSF) Iii P5F 1 Q N ON DRAWINGS. STOCKPILE TOPSOIL GYPSUM BOARD- MINIMUM ONE GOAT REQUIRED FOR EACH DWELLING UNIT. THE FUEL GAS SYSTEM SHALL BE INSTALLED SQUARE FOOT. CONTRACTOR TO OBTAINED FROM STRIPPING DRIVEWAY PRIMER AND TWO GOATS FLAT PAINT. IN ACCORDANCE WITH THE REQUIREMENTS OF CONSULT ENGINEER IF DIFFERENT 501E 5:12 O.q X (20 PSF) 18 PSF �O/ AND BUILDING SITE. STOCKPILE ALL EXTERIOR WOOD SURFACES- TWO FIREPLACES: T CODE MATERIALS ARE FOUND UPON 6:12 I 0.82) X (20 PSF) 16 PSF I �i GRADE STAIN. -FIREPLACES MUST BE INSTALLED CHAPTER 24 OF THE RE5IDEN IAL OF EXCAVATION OR TEST HOLE, FOR 1 i 0 ;` EXCAVATED MATERIAL. NEW AND GOATS EXTERIORD NEW YORK `jTATE. 7:12 0.74 X (20 PSF) 15 PSF EXISTING BACK FILL MATERIAL AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM WITH TIGHT FITTING NON-GOMBUSTABLE _ ALTERNATIVE FOOTING AND �� U� 0 � TOPSOIL ARE TO BE FREE OF WEEDS, JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO FIREPLACE DOORS FOUNDATION WALL DESIGN 8:12 0.67 X (20 PSF) 13 PSF �-{ ( '_ _ - � p O Q:12 0.6 X (20 PSF) 12 P5F _ TREE ROOTS, ROCKS AND DEBRIS. BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. -FIREPLACES MUST BE PROVIDED NOTE: U0 ALL SURPLUS MATERIAL THAT 15 FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST WITH A SOURCE OR COMBUSTION AIR, PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ANDA 10:12 0.58) X (20 PSF) 12 PSF UNSUITABLE FOR BACK FILL MATERIAL WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT E AS REQUIRED BY THE FIREPLACE 11:12 0.52) X (20 PSF) 10 PSF AOR 1 3 2015 I < SHALL BE REMOVED FROM THE SITE, WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. GABOT5, CONSTRUCTION PROVISIONS, OF THE MAXIMUM SPAN OF 8 O FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMED N O BUILDINGS. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACH 12:12 _ 0.44 X (20 PSF) Q PSF`_ p PROTECT ALw TREES WITHIN EIGHT EXTERIOR SHEATHING SHALL BE 1/2 MCKLUSKY5, OR APPROVED EQUAL. BUILDING CODE OF NEW YORK STATE, MENT HARDWAR)=. ATTACHMENT HARDWARE TO BE IN GOMPLIANGE WITH 7i-%5LE FEET OF THE BUILDING. PROPER GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE THE RESIDENTIAL CODE OF NEW YORK 8301.2.1.2 OF THE 1�fEW YORK STATE BUILDING GODS. (SEE BELOW) APPROVALS MUST BE OBTAINED SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS STATE OR THE NEW YORK CITY WARM ROOF SNOW LOADS BEFORE COVERING ANY EXCAVATED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'5 AND/OR OWNERS BUILDING CODE, AS APPLICABLE. ---- WORK. BE COVERED WITH "TYVEK" HOUSE APPROVAL. TA5LE R�JC�'i .2.1 .2: WINDBORNE DEBRIS PROTECTION FASTENINE, AS PER ASCE 7-05 I WRAP OR APPROVED EQUAL. BLOCK SERVICE WATER HEATING: SCHEDULE -0112 WOOD STRUCTURAL PANELS SLOPE ' GS GSL LIVE LOAD PLOl" ��AIV CONCRETE BLOCK STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD -WATER HEATERS WITH VERTICAL --- 3:12 0.85) X (20 PSF) 17 P5I= ALL GONGRETE BLOCK 15 TO HAVE AND AT ALL UNSUPPORTED EDGES OF INSTALLED A5 PER SECTION R702.3.2. PIPE RISERS MUST HAVE A HEAT TRAP FASTENER SPACING SCALE: I" = 20'-O" "DUR-O-WALL" REINFORCING EVERY PLYWOOD. PROVIDE SOLID BLOCKING THROUGHR702.3.6 OF THE ON BOTH THE INLET AND THE OUTLET FASTEN--ER TYPE 4 FOOT L FOOT 4:12 (0.8) X (20 P5F) I6 PSF THIRD COURSE. FILL TROP COURSE AND DIAGONAL BRACING OF FLOOR RESIDENTIAL CODE OF N.Y.S. GYPSUM UNLESS THE WATER HEATER HAS AN 5:12 (0.74) X (20 PSF) 15 PSFI SOLID. MORTAR MIX TO BE ONE PA5,T JOISTS AT a' 0.0. MAXIMUM AND WALLBOARD APPLICATION SHALL BE INTEGRAL HEAT TRAP OR 15 PART OF PANEL SPAN < PANEL SPAN < PANE;_ SPAN 6:12 0.67 X (20 PSF) 13 PSF V I PORTLAND GEMENT, ONE PART LIME SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM A CIRCULATING SYSTEM. <_4 FOOT <_ 6 FOOT < E5 'FOOT (0.6) X (20 PSF) 12 PSF PUTTY, AND SIX PARTS SAND, OR ONE UNSUPPORTED EDGE5 OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" -INSULATE CIRCULATING HOT WATER „ 7.12Lu PART MASONRY GEMENT AND THREE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERN15E PIPES TO THE LEVELS ON TABLE I. 2-I/2 #6 WOOD SCREWS IC I2 q 8:12 (0.56) X (20 PSF) II PSF PARTS SAND. AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. 2-I/2" #8 WOOD SCREWS 16 16' 12' 5:12 (0.51) X (20 PSF) 10 PSF 1�- V Z _ CONCRETE END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES CIRCULATING HOT WATER SY5TEM5: _ 10:12 (0.48) X (20 PSF) 10 PSF Z < r NO CONCRETE OR MASONRY WORK CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE -INSULATE CIRCULATING HOT WATER 11:12 OCCURS USE MIN. 165A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW PIPES TO THE LEVELS ON TABLE 1. (0.44) X (20 PSF) PSF SHALL BE DONE DURING 12:12 (0.38) X (20 PSF) 8 PSF TEMPERATURES OF 40 DEGREES F. JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. TABLE I : MINIMUM INSULATION THICKNESS: FOR CIRCULATING HOT WATER PIPES � - Z AND FALLING. NO CONCRETE SHALL APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. HEATING AND COOLING PIPING BE PLACED ON FROZEN SURFACES. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON INSULATION: INSULATION THICKNESS IN INCHES BY PIPE SIZES WALL KEY O Z OL CONCRETE SHALL BE AIR ENTRAINED. SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND HVAC PIPING CONVEYING FLUIDS HEATED WATER NON-CIRCULATING RUNrOUTS CIRCULATING MAINS AND RUNOUTS _ _ N Q � - EXIST TO BE REMOVED !�- TOTAL AIR CONTENT (PERCENT BY NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. ABOVE 105 F OR CHILLED FLUIDS TEMPERATURE (F) UP TO UP TO 1.25 1.5 TO 2.0 OVER 2 CLIMATIC AND OEOORAPHIC DESIGN CRITERIA Q p O VOLUME OF CONCRETE) SHALL NOT BE FOR STUDS, JOISTS AND BEAMS SHALL BELOW 55'F MUST BE INSULATED TO 170-00 0.5 I.0 1.5 2.0 o BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL THE LEVELS IN TABLE 2. TABLE 8301.2(1) NY5 RESIDENTIAL CODE EXIST TO REMAIN L Z LESS THAN 53o OR MORE THAN 7/ FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE 140-160 0.5 O.S I.O 1.5 (- GROUND SNOW LOAD 20 PSF ADDITIVES SHALL BE ALLOWED LENGTH. SEE NAILING SCHEDULE WHICH NATIONAL ELECTRICAL GODS AND ALL NOTES: 100-130 0.5 0.5 0.5 1.0 CEILING LIVE LOAD 20 PSF NEW WOOD FRAME CNST O O WITHOUT WRITTEN PERMISSION OF THE REFERS TO NEW YORK STATE CODE STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO SECOND FLOOR LIVE LOAD 30 PSF � In ARCHITECT ALL CONCRETE 15 TO BE R.306 4 R.307 CODES AND REGULATIONS. ALL THE START OF WORK. *" :.:•'TT NEW POURED CONCRETE MIN. 3,500 P.S.I. AT 2& DAYS E 4,000 CIRCUITS SHALL BE MINIMUM 15 AMP. FIRST FLOOR LIVE LOAD 40 PSF O P51 FOR GARAGE SLAB. PROVIDE ALL NOTE: POWER WIRING SHALL BE MINIMUM 14 TABLE 2: MINIMUM INSULATION THICKNE55, FOR HVAC PIPES WIND SPEED 110 MPH SLEEVES AND FOUNDATION VENT5 AS 2. ALL BEDROOM TO BE PROVIDED 4"x4" POST UNLE55 OTHERWISE THIS BUILDING HAS BEEN DESIGNED AS AWG. CONVENIENCE OUTLETS SHALL SEISMIC DESIGN CATEGORY B REQUIRED BY NYS CODE. UNLESS WITH ROD � SHELF, ALL LINEN NOTED z PER THE AMERICAN FOREST AND BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 WEATHER INDEX SEVERE INDICATED, ALL FOUNDATION PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE PAPER ASSOCIATION (AF4PA) WOOD FLOOR UNLE55 OTHERWISE INDICATED. ROWS OF SHELVES. FRO57 LINE DEPTH 3 FEET ® HOLD DOWN AS NOTED FOOTINGS ARE TO BE A MIN. 8 DEEP TYPES RANGE (F) 2" RUNOUTS I" AND LE55 1.25" TO 2" 2.5" TO 4" PROJECTING 6" ON EACH SIDE OF THE AND FRAME CONSTRUGTION MANUAL ALL SWITCHED TO BE LOCATED 36" TERMITE: MODERATE TO HEAVY HARD WIRED SMOKE L1 FOR ONE AND TWO-FAMILY ABOVE THE FINISHED FLOOR UNLE55 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS FOUNDATION WALL. PROVIDE TWO �4 DECAY SLIGHT TO MODERATE OO DETECTOR W/ BATTERY DEFORMED BARS CONTINUOS IN THE DWELLINGS (ANSI/AFtFA WFCM-2001) OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 RECOMMENDED LAMPS IN ALL WINTER DESIGN TEMPERATURE II' BACK-UP Ir LOW TEMPERA""URE 120-200 0.5 I.O I.O 1.5 w FOOTING. ALL 4" THICK CONCRETE NOTE: ALL NON-ENGINEERED LUMBER FIXTURES. 4. ALL BATHROOM FIXTURES AND ICE SHIELD UNDERLAYMENT REQUIRED YES ® �_ fl1 STEAM CONDENSATE 80 GFM FAN TO EXTERIOR O SLABS TO HAVE 6X6 10/10 WELDED TO BE DOUGLAS FIR #2 OR BETTER FAUCETS TO BE SUPPLIED BY OWNER r 7 z WIRE REINFORCING. ANCHOR BOLTS IN (FEED WATERT ANY I.O I.O 1.5 2.0 FLOOD HAZZARDS AE-EL 6 CONCRETE SHALL BE HOOKED 5/&" ,X AND INSTALLED BY CONTRACTOR HARD WIRED CARBON MONOXIDE N � z • COOLING SYSTEMS a DETECTOR W/ BATTERY f3AGK-UP Y tI IU 12" AT MAX. 3' O.G. PROVIDE BITUMEN 5. FINISHES TO BE SUPPLIED CHILLED WATER, F:r=FRIGERANT 201-250 1 1.0 1 1.5 1 1.5 2.0 MIN 12" A.F.F. AS PER 5E(LT. 1225.2 W" to :k; EXPANSION JOINTS BETWEEN SLABS BY OWNER AND BRINE 1 120-200 1 0.5 1.0 I.O 1.5 NYS CODE F" AND FOUNDATION WALLS. -:_. Q(a v DENOTES EORE55 WINDC'� N D TABLE 3.1 NAILING SCHEDULE AS PER ANSI/APPA WFGM-2001 TABLE 3.11 WALL SHEATHING ATTACHMENT REQUIREMEN75 FOR WIND LOADS TABLE 3.1-15 SEGMENTED 5HEARWALL 51DEWALL 5HEATHIN5 REQUIREMENTS AS PER ANSI/AFEPA WFGM-2001 AS PER ANSI/AFtPA WFGM-2001 NUMBER OF NUMBER OF STRUCTURAL SHEATHING OR PANEL 51DINd THREE SECOND GUST `` T£ JOINT DESCRIPTION COMMON NAILS NAIL SPACING JOINT DESCRIPTION COMMON NAILS NAIL SP^GING MAXIMUM NAIL SPACING FOR 8d COMMON 110 � STUD SPACING WIND SPEED (MPH) SHEATHING LOCATION NAILS (INCHES O.G.) :,, ROOF FRAMING FLOOR SHEATHING SHEAR WALL LINE MIN. LENGTH OF FULL r,.�,.•, , (INCHES, O.G.) BUILDING END WALL e;•'"�'"•'°Y'?�';.h.;x;�, WALL HT. STRUCTURAL PANELS 110 MPH ZONE 120 MPH ZONE BENEATH HEIGHT SHEATHING ON ,�,�� aw wwF� RAFTER TO TOP PLATE (TOE-NAILED): LENGTH, W (FT.) 1001)D a'C O N N E l L E F E F BUILDING 51DEWALL. L (FT.) LA R C H I -: ELI R. C. 12" O.G. SPACING 8 (2) ad 1 INCH OR LF-55 ad 6" EDGE / 12" FIELD ROOF t CEILING 12 1.6 `T 10 (2) 8d GREATER THAN I INCH lad 6" PER RAFTER EDGE 6" FIELD 4EDGE ZONE 12" 16 2.1 O.G. 6 12 6 12 t / ' 16" O.G. 6" O.G. 12 2 , . SPACING a (3) ad DIAGONAL BOARD SHEATHING 20 2.7 TODD O CONNELL,AIA PER RAFTER12" O.G. 6 12 6 12 24 3.2 10 (3) ad I"xb OR I x8 I6' O.G. 6 12 12(2) ad PER SUPPORT INTERIOR ZONE 25 3 b 1200 Veterans Memorial Highway 6 CEILING JOIST TO TOP PLATE (TOE-NAILED): WALL HT. I"xl0" OR WIDER (3) ad PER SUPPORT 32 4.•5 Suite 120 12" O.G. SPACING b (2) ad SHEATHING SIZE STUD SPACING MINIMUM NUMBER OF ad COMMON 36 4.8 Hauppauge,NY 11788 • 10 (2) bd PER JOIST I. NAILING REQUIREMENT5 ARE BA5EDON WALL SHEATHING NAILED 6 INGHES ON-GENTER AT THE PANEL EDGE. IF WALL (INGHES, O.G.) NAILS PER SUPPORT 40 5.4 SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SHEAR CAPACITIES, NAILING REQUIREMENTS 50 6.7 P(631)650-6666 16" O.G. SPACING b (3) ad PER JOIST FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED 1x6 OR Ixb SHEATHING 12-19.2 2 2 (3) ad IxIO OR LARGER w o .o F{631)650-6667 10 TO MAINTAIN LOAD PATH. V 70 9.4 CEILING JOIST TO PARALLEL RAFTER (FACE NAILED): ROOF SPAN 12-19.2 3 3 C(5.16).658 1-0325 SHEATHING 80 10.7 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE ROOF,CEILING, E 1 FLOOR GROUND SNOW LOAD 20 PSF 12'-0" 24'-0" 36'-0" REDUCED TO I-I&D NAIL PER FOOT. E = NAIL SPACING AT PANEL EDGES (INCHES) 20 6� ti Y' 12" O.G. SPACING 3:12 PITCH (4) I(6d (7) Ibd (Io) Ibd EACH LAP F = NAIL 5PAGIN5 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) 8 7 8 16" O.G. SPACING 3:12 PITCH (5) Ibd (a) Ibd Ibd(13) EACH LAP 3. CORROSION RE515TANT 11 GAGE ROOFING NAILS AND I6 2 GAGE STAPLES ARE PERMITTED, GHEGK IBC FOR ADDITIONAL REQUIREMENT5. I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 32 8.'l 12" O.G. SPACING 4:12 PITCH (3) Ibd (5) Ibd (b) Ibd EACH LAP ATTACHMENTS SHALL BE USED 36 10.0 16" O.G. SPACING 4:12 PITCH (4) Ibd (1) Ibd (10) Ibd EACH LAP RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 3.4A ANSI/AFgFA WFGM-2001): ;' 40 11.1 I. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 2. TABULATED 12 INCH D.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUDFRAME ✓ 50 13.9 - `,�-'"-""� 12" O.G. SPACING 5:12 PITCH (3) Ibd (4) Ibd (6) Ibd EACH LAP MEMBERS WITH G > 0.49. 60 r� 16" O.G. SPACING 5:12 PITCH (3) Ibd (6) Ibd (b) Ibd EACH LAP 2. TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B FOR FRAMING MEMBERS WITH 0.42 < G <0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 67O 19.4 -A INCHES O.G. 12" O.G. SPACING -1:12 PITCH (3) Ibd (3) 16d (5) Ibd EACH LAP 3. WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 80 22.2 16" O.G. SPACING i ?:12 PITCH (3) 16d (4) Ibd (b) Ibd EACH LAP ROOF,CEILING, i 2 FLOOR AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TOBE 28 11.8 �. 12" O.G. SPACING 9:12 PITCH (3) Ibd (3) Ibd (4) Ibd EACH LAP SUBSITUTED FOR COMMON NAILS 32 13.5 4. TO AVOID SPLITTING, NO MORE THAN TWD TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING . �.. Ib" O.G. SPACING 9:I2 PITCH (3) Ibd (3) Ibd (5) Ibd EACH LAP JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE 4. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B. 36 15.2 12" O.G. SPACING 12:12 PITCH (3) Ibd (3) Ibd (3) 16d EACH LAP 40 16.8 RIDGE TENSION STRAP CONNECTION (TABLE 3.6A ANSI/AFIFA NFGM-2001): 16" D.G. SPACING 12:12 PITCH (3) Ibd (3) Ibd (4) Ibd EACH LAP 50 21.1 CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED): ROOF SPAN I. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPIED BY 0.70 FOR FRAMING NOT LOCATED TABLE 3.25 BOTTOM PLATE TO FOUNDATION CONNECTION GROUND SNOW LOAD 20 P5F 12'-0" 24'-O" 36' 0" WITHIN 8 FEET OF BUILDING CORNERS AS PER AN51/AF4FA WFGM-2001 i 60 25.3 12" O.G. SPACING 3:12 PITCH (4) Ibd 0) Ibd (Io) Ibd EACH LAP XP SURE B THREE SECOND GUST 110 70 295 lh 2. TABULATED RIDGE CONNECTION LOADS A55UME A BUILDING LOCATED INE O WIND SPEED (MPH) �l 80 33.7 16" O.G. SPACING 3:12 PITCH (5) Ibd M) Ibd (13) Ibd EACH LAP 12" O.G. SPACING 4:12 PITCH (3) Ibd (5) Ibd (b),Ibd EACH LAP 3. TABULATED CONNECTION REQUIREMENT5 ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT (y ANCHOR BOLT GOMMEGTION SUPPORTING SPACING (IN.)�'"'` I. TABULATED LENGTH REQUIREMENT5 ASSUME A BUILDING LOCATED IN 16" O.G. SPACING 4:12 PITCH (4) Ibd ("i) Ibd (10) Ibd EACH LAP (O.6 X 10 PSF) RESISTING EXPOSURE B Z it 12" O.G. SPACING 5:12 PITCH (3) Ibd (4) Ibd (6) Ibd EACH LAP 4. TABULATED CONNECTION REQUIREMENT5 ARE BASED ON A 12 INCH RIDGE STRAP SPACING, FOR DIFFERENT RIDGE 1/2" ANCHOR BOLT 2. TABULATED SHEATHING LENGTHS ARE BASED ON BFT. WALL HEIGHTS. H 16" O.G. SPACING 5:12 PITCH (3) Ibd (6) Ibd (a) Iba EACH LAP STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: 1-3 STORIES FOR OTHER HEIGHTS, H, THE TABULATED SHEATHING LENGTH SHALL BE RIDGE CONNECTION SPACING (IN.) 12 16: 24 45 72 LATERAL AND SHEAR 30 MULTIPLIED BY H/8. J 12" O.G. SPACING -7:12 PITCH (3) Ibd (3) Ibd (5) Ibd EACH LAP IMULTIPLIER 1.00 1 1.33 1 1.60 1 2.00 4.00 1 6.00 LOADS 5/a" ANCHOR BOLT z 16" O.G. SPACING '7:12 PITCH (3) 16d (4) Ibd (6) Ibd EACH LAP 1-3 STORIES 3. TABULATED LENGHTS ASSUME WALLS ARE SHEATHED AS SPECIFIED IN O 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE FRAMING IS 45 SECTION 3.4.4.2. FOR OTHER SHEATHING MATERIALS THE TABULATED z 12" O.G. SPACING 9:12 PITCH (3) Ibd (3) Ibd (4) Ibd EACH LAP ATTACHED IN ACCORDANCE WITH TABLE 3.1. THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED. LENGTHS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE Ib" D.G. SPACING 9:12 PITCH (3) Ibd (3) Ibd (5) Ibd EACH LAP 1. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 ADJUSTMENT IN TABLE 3.170. 6. WHEN COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH END OF } w p f w o 12" O.G. SPACING 12:12 PITCH (3) Ibd (3) 16d (3) Ibd EACH LAP THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF ad COMMON NAILS IN A STEEL STRAP, OR THE NUMBER OF E m ~ a 16" O.G. SPACING 12:12 PITCH (3) Ibd (3) Ibd (4) Ibd EACH LAP 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IDd BOX NAILS IN A STEEL 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR 4. MM MINIMUM LENGTH E FULL HEIGHT THE SHALL NOT B- LE55 THAN THE MINIMUM REQUIRED TO SATISFY THE MAXIMUM SHEAR WALL SEGMENT LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE COLLAR TIE TO RAFTER (FACE-NAILED) SPAN STRAP. ASPECT RATIO LIMITATION IN TABLE 3.1'70. LE55ER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2G) OR u F o o w ad LATERAL AND SHEAR LOADS (TABLE 3.25), FOR OTHER ANCHOR BOLT o o m J < o I6'-D" (2) ad TABLE 3.8 WINDOW SILL CONNECTION 5. TOTAL ROOF SPAN SHALL NOT EXCEED 36FT. BASED ON 3.1.3.4o. F z F< o o= LIMITATIONS SEE SECTION 3.2.1.-7 AND 3.2.2.3. AS PER ANSI/AF t PA WFGM-2001 ENDWALL WIDTHS UP TO aOFT. ARE SHOWN FOR USE WITH THE INSCRIBED z %31Z F u-r-0 201-011 (3) ad w I- BUILDING PROVISIONS OD 3.1.3.3c. � :z } o 3:12 PITCH 24'-O" (3) ad PER TIE TREE 5ECOND GU5T 110 3. TABULATED ANCHOR BOLT SPACING FOR LATERAL ANE) SHEAR LOADS 0 O U o o 7 o W WIND SPEED (MPH) ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. p 0�H 3 0 y o i-- v 28'-O" (4) ad z _1 0 w REQUIRED LATERAL CAPACITY OF FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT Q �0�z o_0�x W V 32'-O" (4) 8d WINDOW SILL SPAN � <-o CONNECTION AT EACH END OF SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE It[y-<<-o o ro O - 2 Q (5) ad (FT.) ADJUSTMENT FACTOR IN TABLE 3.170 BUT IN NO CASE SHALL ANCHOR BOLT WINDOW SILL PLATE (1-55.) w o-< o p 6 <�r <O 12-O (2) 8d 2 132 SPACING EXCEED FEET ON-CENTER. z <Lu� ~ I6'-O" (2) ad 4 265 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH WITH A 0 u, a z�'o 9�u rn 20'-O" (2) ad z 70- , 6 397 TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, _o >> u,Q<�d o 4:12 PITCH 24'-0" (3) ad PER TIE LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM ~ 10 661 Ez00 28'-O" (3) ad b TABLE 3.5. 0 0 w o p z o 32'-0" (4) bd12 794 0 " u a o 36'-0" (4) ado>w x o u_o a 4 0126 0u-axI- w-aw 12'-O" I) ad 116 1058 TABLE 3.2G SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS o o °`�'0 o o AS PER ANSI/AF$PA WFGM-20011_0 w 20'-0" (2) ad I-o xo-w Z THREE SECOND GUST a x v 5:12 PITCH 24'-0" (2) ad PErZ TIE vv- I. TABULATED UPLIFT AND LATERAL CONNECTION 110 Q< <v- REQUIREMENT5 SHALL BE PERMITTED TO BE MULTIPLIED WIND SPEED (MPH) o ci < u, Z 2&'-0" (3) ad BY 0.92 FOR FRAMING NOT LOCATED WITHlNO b FEET z _~ 32'-O" (3) 8d OF BUILDING CORNERS. BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT 6'-O" (3) ad ANCHOR BOLT GOMMEGTION SUPPORTING SPACING (IN.)'' 3 61-0 (I) ad 2. TABULATED FRAMING LOADS ASSUME A BUILDING RE515TING Z Z Z (2) ad LOCATED IN EXPOSURE B. 8 FT. END ZONES I-3 STORIES 20'-0" (2) ad RAFTER / CEILING JOIST HEEL JOINT CONNECTION (TABLE 3.9A ANSI/AFEPA WFGM-2DOU: 39 6:12 PITCH 24'-O" (2) 8d PER TIE UPLIFT LOADS 28'-D" (2) ad I. NAILING REQUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 2596 IF NAILS ARE GLINGHED I-3 STORIES INTERIOR ZONES o 32'-0" (3) ad 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOADBEARING WALL, HEADER 11 45 36'-0" (3) ad, OR RIDGE BEAM 12'-0" (1) ad I. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 Ie'-O" (2) ad 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING 20'-O" (2) ad WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR ; PROPORTIONALLY TO THE REDUCTION IN SPAN LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Ll 7:12-12:12 PITCH 24'-0" (2) bd PER TIE LE55ER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2G) OR 9 2b'-O" (2) ad 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES LATERAL AND SHEAR LOADS (TABLE 3.2B), FOR OTHER ANCHOR BOLT 32'-0" (3) ad LIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.3. 36'-0" (3) ad 5. TABULATED HEEL JOINT CONNECTION REQUIREMENT5 DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY Q Q Z Lu BLOCKING TO RAFTER (TOE-NAILED) (2) ad EACH END 6. TABULATED HEEL JOINT GONNEGTION REQUIREMENTS A55UME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE { RIM BOARD TO RAFTER (END NAILED) (2) Ibd EACH END BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC. SPACE F� WALL FRAMING THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: UPLIFT STRAP CONNECTION REQUIREMENTS (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 3.45) -� TOP PLATE TO TOP PLATE (PAGE NAILED) (2) Ibd PER FOOT CEILING HEIGHT/ HEEL JOINT CONNECTION m N ROOF RIDGE HEIGHT ADJUSTMENT FACTORS FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) [a Q p Q TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) Ibd JOINTS - EACH 51DE 1/2 2 FRAMING FRAMING v V v z STUD TO STUD (FACE NAILED) (2) 16d 24" O.G. 1/3 1.5 SPACING ROOF SPAN (FT.) 110 MPH SPACING ROOF SPAN (FT.) 110 MPH HEADER TO HEADER (FACE NAILED) Ibd I6" O.G. ALONG EDGES �/5 125 (IN) NAILS IN EA. END OF (IN.) NAILS IN EA. END OF TOP OR BOTTOM PLATE TO STUD WALL HT. 1lY4"x20 GAGE STRAP lY4"x20 GAGE STRAP (END NAILED): 8 (2) 16d 1/10 1.1112'-O" (2) ad 12'-0" (2) ad OI p m 10 (3) 16d I6'-0" (2) ad I6'-0" (2) ad 12 (4) Ibd PER STUD 12" O.G. SPACING 14 (4) Ibd TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENT5 FOR WIND LOADS 20'-0" (2) ad 20'-0" (3) 8d 16 (4) Ibd AS PER ANSI/AFEPA WFGM-2001 12 24'-0" (2) ad 1`i•2 24'-0" (3) ad IB (4) Ibd STRUCTURAL SHEATHING MAXIMUM 2b'-0" (2) ad 28'-0" (3) ad 20 (4) Ibd RAFTER/TRUSS NAIL SPACING FOR ad COMMON 32'-0" (3) ad 32'-0" (4) ad (YY 8 (2) Ibd SHEATHING LOCATION SPACING NAILS (INCHES, O.G.) 36'-0" (3) ad 38'-0" (4) ,56 10 (3) Ibd (INCHES, O.G.) 110 MPH ZONE 120 MPH ZONE 12'-0" (2) ad 12'-0" (3) ad 12 (4) Ibd E F E F _ PER STUD I6'-O" (2) 8d I6'-O" (3) ad 16 O.G. SPACING 12" O.G. 6 12 6 12 I6 (4) Ibd INTERIOR ZONE 201-011 (2) 8d .201-011 (3) ad Lu 18 (4) Ibd I6" O.G. 6 12 6 12 16 24 24-O" (3) ad 24'-O" (4) ad 20 (4) Ibd PERIMETER EDGE ZONE 12" D.G. 6 12 6 12 28'-O" (3) ad 25'-0" (4) ad BOTTOM PLATE TO FLOOR JOIST, BANDJ015T, 16,10.0. 6 12� 6 8 32'-O" (3) ad 32'-O" (5) ad ENP-1015T, OR BLOCKING (FACE NAILED) (2) Ibd PER FOOT GABLE ENDWALL RAKE OR RAKE TRU55 6° 6° 4 4361-01, :: tu W/ LOOKOUT BLOCK (4) ad 561-01, (5) ad nn,, ll 11 l� V z: - FLOOR FRAMING GABLE ENDWALL RAKE OR RAKE TRU55z r JOIST TO SILL, TOP PLATE OR GIRDER (TOE. NAILED) (4) ad PER J015T W/O RAKE OVERHANG 6 6 6 6 LU jUU BRIDGING TO JOIST (TOE NAILED) (2) ad EACH END RAFTER/TRUSS v' BLOCKING TO JOIST (TOE NAILED) (2) ad EACH END SHEATHING SIZE SPACING MINIMUM NUMBER OF ad COMMON OR TO TOP PLATE (TOE NAILED) (3) Ibd EACH BLOCK (INCHES, O.G.) NAILS PER SUPPORT - Z BLOCKING TO SILL ..^^ - NAILED (3) Ibd EACH JOIST V 1 O Z LEDGER STRIP TO BEAM (FACE ) OL Q JOIST ON LEDGER TD BEAM (TOE NAILED) (3) ad PER JOIST Ixb OR Ixb SHEATHING 12-19.2 2 2 BAND JOIST TO JOIST (END NAILED) (3) Ibd PER JOIST IXIO OR LARGER 12-19.2 3 3 - - BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) Ibd PER FOOT SHEATHING Lu ROOFSHEATHING E = NAIL SPACING AT PANEL EDGES (INCHES) STRUCTURAL PANELS ad *SEE TABLE 3.10* F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) DIAGONAL BOARD SHEATHING I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INGLUDING 4 FEET ON EACH SIDE: OF APR 1 3 2015 I"x6" OR 1"x5" (2) ad PER 5UPPORT THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE USED I"xl0" OR WIDER (3) ad PER SUPPORT 2. TABULATED 12 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS CEILING SHEATHING WITH G > 0.49. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.49, THE NAIL 5PAGIN0 SHALL BE REDUCED E3-Y6 INIGH. O.G. n GYPSUM WALL B^ORD 5d COOLERS 7" EDGE / 10" FIELD 11- WALL SHEATHING 3. TABULATED 6 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTACHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH Q bd3" EDGE 6" FIELD G > 0.49. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.49, THE NAIL 5PAGIN5 SHALL BE REDUCED BY 4 INCH. O.G. I L 11�� STRUCTURAL PANELS bd '"SEE TABLE 3.11 FIBERBOARD PANELS 4. TABULATED 4 INCH. O.G. NAIL 5PAGIN5 A55UMF-5 SHEATHING ATTAGHEOTO RAFTER/TRUS5 FRAMING MEMBERS WITH 7/16" ° / G > 0.49. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.49, THE NAIL SPACING SHALL BE REDUCED BY 3 INCH. O.G. W ° / " F- 25/32" 8d 3" EDGE 6FIELD m 5. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B O M �I GYPSUM WALL BAORD 5d COOLERS 7" EDGE / 10" FIELD r z 1� V HARDBOARD ad *SEE TABLE 5.11* PARTIGLEBO^RD PANELS ad *SEE MANUFACTURER* LU , N • �[ r z DIAGONAL BOARD SHEATHING v -1 j! I"xb" OR I"xa" (2) ad PER SUPPORTQ I"xl0" OR WIDER (3) ad PER SUPPORT d � a � o J''- USE SIMPSON Z-MAX OR HD6 CONNECTORS r TO INCREASE CORROSION RESISTANCE a,TODD o'c O r:N L t L PROVIDE HOLD DOWNS AT FOR ALL HARDWARE IN CONNECTION A k c H i : e c , r ALL CORNERS AND BOTH W/AGQ LUMBER. -� SIDES OF OPENIN65 6' DEGKIN OR GREATER IN WIDTH WALL STUDS • I6" O.G. TODD O'CONNELL,All 1200 Veterans Memorial Highway CONNECTION OF MULTIPLE Suite 120 Hauppauge,NY 11788 • DOUBLE 2X 5 NOTE; PIECES OF TOP-LOADED BEAMS P(631)650-6666 51MP50N HDUS-5D52. ALL STRAPPING TO BE 13/" Width Pieces: F(631)650-6667 INSTALLED AS PER MANUFACTURES 4 HOOKED ANCHOR BOLT SPECIFICATIONS AND NY5 CODE • Minimum of 2 rows 16d (3Y") nails at 12" o.c. C(516,)658-0325 MIN. 12" PENETRATIO I6 ba. STRAP TIES MANUFACTURED » -..� ••r; •.. EX. BOTTOM PLA • n INTO FOUNDATION BY 5IMP50N 'E5 MANUFACTURED CONNECTORS Minimum of 3 rows 16d (3Y2 ) Halls at 12 O.C. • n gh <IVw .J4s ''1 .. e EX. RIM JOI5T ODEL No. 05160 SIb OR APPROVED EQUIVALENT. for 14 and deeper beams :. STRAP TO HAVE MIN. 12" BEARING ON THE STUD `,`j.t:. 1 +': .(' i`y"».":_'�`•';'':. HURRICANE ANCHORS MANUFACTURED BY AND WRAP UNDER SILL PLATE AT FOUNDATION. require an additional row of • Nailed Connections SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A OR APPROVED EQUIVALENT AT EVERY _ nails when nail size is smaller than specified DECK JOIST EAM TO J015T CONNECTION BOTH SIDES BEA II above (minimum 0.131" x 3.25 P05T GAP MANUFACTURED BY 5IMPWN II 3%"Width Pieces: STRONG-TIE CONNECTORS MODEL No. B052-2/4 (5046 • TRIPLE BEAM) EX. SUB FLOOR " ' ; OR APPROVED EQUIVALENT INSTALLED EX. FLOOR JOIST • Minimum of 2 rows Yz bolts at AS PER MANUFACTURES SPECIFICATIONS 24 O.C. staggered ,t t x4 ACO COLUMN UI !� COLUMN BASE MANUFACTURED BY SIMPSON STRONG-TIE Additional nailing or bolting may be I _MODEL No. C6044-5DS2 INSTALLED AS PER MANUFACTURERSre 1 SPECIFICATIONS OR APPROVED EQUIVALENT quired with side-loaded multiple member I beams. Refer to current product literature. - r 12 ♦ P.GONC. 50NOTUBE •3bn BELOW 6RADE MIN. I LOCKING AS REQUIRE FOR STRAPPING USE SIMPSON Z-MAX OR HD6 CONNECTORS GONG. BLOCK PIER TO INCREASE CORROSION RESISTANCE COLUMN BA5E MANUFACTURED BY SIMPSON 5TRON6-TIE t- USE 51MP50N Z-MAX OR HD6 CONNECTORS FOR ALL HARDWARE IN CONNECTION MODEL No. GBQ SERIES- 51ZE AS REQUIRED FOR VARIOUS BEAM WIDTH TO INCREASE CORROSION RESISTANCE W/ AGQ LUMBER. INSTALLED AS PER MANUFACTURERS Z 0 J FOR ALL HARDWARE IN CONNECTION SPECIFICATIONS OR APPROVED EQUIVALENT \ W/ ACG LUMBER. � M CONNECTION DETAIL / HOLP DONN DETAIL / I \ 2 3 SCALE: N.T.S. z •3 SCALE: 3/4" = I'-O" z / FOUNDATION STRAFF I NO DETAIL SCALE: 3/4" = 1'-0" Q , w �wOF0p00 � / u-oFwV—uw�zw O�� FSO EX. WALL CONSTRUCTION TO EX. FINISH FLOOR TO REMAIN- z z N F Q REMAIN- MODIFY AS REQUIRED- REMOVE AND REPLACE K 0 o p g o�m o w EX. FINISH FLOOR TO REMAIN- STRIP 2'-0" IN HEIGHT DAMAGED FINISH FLOOR °z � -'Nw ~ 0 p—=*�M REMOVE AND REPLACE SIDING ETC. DOWN TO I N—KIND AS REQU I RED <—Of- o w o FOROH 5TRAFFINO DETAIL w� Oz-3m= W ZTMM°aw96 T 0 DAMAGED FINISH FLOOR SHEATHING AROUND PERIMETEREX. SUB-FLOOR TO REMAIN- °�w x 9�i w o o� ~ 3 LU SCALE: 3/4" = 1'-0" "IN-KIND" AS REOUIRED TO ALLOW FOR NEW < < t z< < °c STRAPPING- REMOVE AND REPLACE zCONTINUE SIDING 8UNZo �0am �o EX. FLOOR CONSTRUCTION TO EX. 5UB-FLOOR TO REMAIN- PAST BLOCKING TO PIER DAMAGED 5UB-FLOOR IN-KIND REMAIN AND BE RAISED- REAS REQUIRED MOVE AND REPLACE < o PROVIDE NEW FLOOR JOIST DAMAGED SUB-FLOOR "IN-KIND" EX. FLOOR CONSTRUCTION TO =N UD —0777V �w-ww WHERE INDICATED -SEE FLOOR AS REQUIRED REMAIN AND BE RAISED- j \ HURRICANE ANCHORS MANUFACTURED P05.0 Flute BY SIMPSON STRONG-TIE CONNECTORS N o W r F o w °W PLAN--\ FIRST FLOOR CANTILEVER AND BLOCK DOWN FIRST FLOOR MODEL No. H2.SA OR APPROVED N U o o°m 6 o } WALL TO FLOOR STARPPING EQUIVALENT AT EVERY JOIST TO Z i o U a�x N�-' o GIRDER CONNECTION BOTH SIDES "w it o N 0=knu o i 1- 1 NEW 3/4" EXTERIOR GRADE PLYWOOD THROUGHOUT GLC. I CANTILEVER VARIE o<T_ <�ce-<aHURRI CANE ANCHORS � 'T-Z wVERIFY BEAM QUANTITY AND SIZE- SEE IMANUFACTURED BY FLOOR PLAN NEW 5/4" EXTERIOR GRADE < N o a ou NEW /EXIST. BEAM-V.I.F.- STRAP BEAM TO I SIMPSON STRONG-TIE I J PLYWOOD THROUGHOUT GLC. FLOOR AND PIER AS REQUIRED WITH CONNECTORS MODEL No. BLOCKING AS REQUIRED BOLTED TO BEAM APPROVED 5TRAPPINC� I H2.SA OR APPROVED TO SECURE FLOOR STRAPPING NEW BEAM-AM - STRAP z z z m 2"xb" ACG PLATE EQUIVALENT AT EVERY I I BEAM TO FLOOR AS REQUIRED O J015T TO GIRDER O WITH APPROVED STRAPPING TERMITE SHIELD II LL_ CONNECTION BOTH SIDES TERMITE SHIELD I- in 11- o I6"xl6" G.M.U. PIER I — _ W w I _ LU >L FILLED SOLID—QUANTITY AND HEIGHT 1, } Q O A > < O TO BE DETERMINED IN FIELD w U) w BEAM TO PIER ANCHOR \ I I / w w Q STRAPPING BY S I MPSON z d (2)5/8"xl2" HOOKED ANCHOR 43 } �r t <, « > � + BOLT a b O.G. _ V IL p SEE DETAIL 5/A.5 FOR STRAP DETAIL IL IL V Q 9 LU Ib"xlb" G.M.U. PIER z0 7 . a w FILLED SOLID-QUANTITY AND HEIGHT a w zJU PROVIDE ICE PROTECTION AS PER RQ052.1.I WHICHt� TO BE DETERMINED IN FIELD :.� IS) I < CON515T'5 OF AT LEAST 2 LAYERS OF UNDERLAYMENT d < F- } CEMENTED TOGETHER OR A SELF-ADHERING POLYMER m N MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVES « t` ss i 12 EDGE TO A MIN. OF 24" IN51DE THE EXTERIOR WALL RADE RADE EX15T. LINE OF THE STRUCTURE V.LF. v V V Z EXISTING R.R. • Ib" O.G. AND BATT INSULATION Ul 1!1 � � W \, EXISTING 1/2" GDX PLYWOOD SHEATHING h n #4 HOOKED RE-BAR N Q N O \ #4 HOOKED RE-BAR m , o NEW HURRICANE ANCHORS y O \ MANUFACTURED BY SIMP50N Z ;a Oil 11 4 - STRONG-TIE CONNECTORS MODEL No. II I II II H2.5A OR APPROVED EQUIVALENT AT 11 I II I I EVERY RAFTER TO PLATE I I i l I I I I REMOVE EXISTING AND REPLACE WITH m „ NEW ASPHALT 5HIN6LE5 TO SELECT m (2)#4 REBAR ° I I , I i `' 4 (2)#4 REBAR " I I , I I 4 n OVER 15# BUILDING FELT EACH WAY EACH WAY . ji - �_; -MIN. 5" GONG. SURROUND ' O ,7 = -MIN. 5" GONG. SURROUND O v = u� _- 4 _ . _ \ \ EXISTING FASCIA v II II � V 1 4XI5TIN(9 G.J. • I6" O.G. t� v EXISTING ALUMINUM GUTTERS z NEW TYVEK HOUSE WRAP W/ z Z LEADER LH NEW 1/2" POLYSTYRENE RI61D INSULATION II IIa Z ` EXISTING BATT. INSULATION NEW 51DIN6- MODIFY FOR NEW STRAPPING 12"4) SONO TUBE FILLED WITH II /- 1/2" COX PLYWOOD SHEATHING 3,500 P51 CONCRETE W/ U 3,500 PSI CONCRETE O O Z EX. 2x4 STUDS • I6" O.G. (4) #5 VERTICAL STEEL u (4) •5 VERTICAL STEEL 3 OL REINFORCING BARS REINFORCING BARS Q lLuv � HELICAL STEEL PILE HELICAL STEEL PILE APR 3 2015 ! U- _. .i .. Z 1L NV �- Tr O K ROOF 5TRA F I NC 6 INTERIOR F I ER FOUNDATION DETAIL �EXTERIOR F I ER FOUNDATION DETAIL L i -O" _ TZ r Q IU •3 SCALE: 3/4" 1'-O" 3 SCALE: I" = 1'-O" z M d GENERAL NOTES Fi[ t..4 �r I. ALL HABITABLE ROOMS AND NOTE: ALL FASTENERS/ CORRIDORS SHALL BE SUPPLIED WITH ' . •" '"" HARDWARE FORTERWIRED FIRE SMOKE AND CARBON :a,�1 u D U U N N L L L PRESSURE TREATED WOOD A , CHI TECT r. c. To BE HOT DIPPED OR M -ONOXIDE DETECTORS WITH BATTERY kTIT GALVANIZED AS PER R319.5 DE51ON FLOOD PLAIN SHALL COMPLY WITH REMOVE EXISTING WOOD BACKUP AS PER NFPA 72 AND N.Y.S. RGNYS 8324.11. ALL WOOD, INCLUDING FLOOR STAIR AND PROVIDE NEW 24'-43`I SHEATHING 1200 Veterans Memorial Highway AND STAIRS, SHALL BE 5'-5" 6'-O" EGRESS STAIR, PLATFORM BUILDING GODS SEG. 8513 T�Di30'CONNELL,A!� PROVIDE NEW 4" _7 5'-6' PRESSURE-PRESERVATIVE-TREATED IN 3b" HIGH 4'-6" AND HANDRAIL AND 'I DR2. ALL ELECTRIC WORK SHALL BE Suite 120 • THICK GONG. (w/ bxb ACCORDANCE WITH AWPA UI FOR THE SPECIES, GUARDRAIL t CLEAR GUARDRAIL COMPLY WITH ";; PRODUCT, PRESERVATIVE AND END USE OR BE PERFORMED IN STRICT ACCORDANCE Haupp�uge,NY11788 W.W.M) PAD AT END 'Y%;_ .. .., y HANDRAIL PSEG REQUIREMENTS AND OF STAIR FOR �r ;`,:, lz�',' THE DECAY-RESISTANT HEARTWOOD OF WITH SPINDLES CONFORM WITH TOWN OF WITH THE LATEST EDITION OF THE N.E.G. STRINGER SUPPORT- ~I I REDWOOD, BLACK LOCUST OR CEDARS. 5PACED LE55 SOUTHOLD CODE SECTION P(631)650-6666 Tyr PRESERVATIVES SHALL BE LISTED IN SECTION THAN 28.104-02 4. ALL GOND I TI ON5 AND DIMENSIONS F(631)650-6667 4 OF ANPA UI. 4" APART TOC(516)658-0325 HX--IX--X-xH EXISTING GONG. MATERIALS AND INSTALLATION METHODS USED CODE-TYP. TO BE VERIFIED IN FIELD BY THE REMOVE ] XISTING I ry cy ry ry I FOR FLOORING AND INTERIOR AND EXTERIOR GENERAL CONTRACTOR AND REPORT __ ___ _ SLAB WITH EX. PORCH, FOUNDATION -lo' DRAIN TO REMAIN WALLS AND WALL COVERINGS SHALL EXISTING SHOWER ANY DISCREPANCIES TO ARCHITECT AND SUPPORTS IN __ ___ _ CONFORM TO THE PROVISIONS OF STALL TO REMAIN ON PRIOR TO START OR CONTINUATION ENTIRETY TO ALLOW FEMA/FIA-TB-2 GRADE- DETACH, FOR NEN EGRE55 = 2 2x& AG MODIFY AND OF WORK "�.._. .. STAIR A13OVE DN 8R t8-I/8" RELOCATE SHOWER ;_L1- XISTIN& BODY CONTROLS AS 5. NO GAL\/. NAILS OR CONNECTORS IN I-t - J - IJ 7 TREADS • 10" - REQUIRED TO '• _; C, r 2,1x8,1 AGQ F.J. • Ib" O.C. O 1 3 i TDO AGQ. LUMBER ARE PERMITTED. ALL ACCOMMODATE �� CONDITIONS DRAMA!AND NOTED u� SH DWELLING CONNECTORS AND FASTENERS FOR AGQ in m I I 0 A5 EXISTING ARE TO BE CONFIRMED AT 12" MIN. TO -MAIN -1 y4" TOO Bl=STARTOF NorI�ED IMMEDIATELY Gf1TECT ANY Em ELEVATION LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED G-185. ( (C L.� I ------ ---------� D15CREPANGIES '• GQ T 3 2xl AGQ 3 2 10 A D 4" 6. A5 PER N.Y.S. GODS SEG. R5I0 .{ t -I I `� Ex. WINDo o w Ex. WINDOW EACH HABITABLE ROOM SHALL HAVE w w V p AT LEAST ONE OPERABLE WINDOW v - v - O HELICAL PILE Qo) o 41 0 �I o �I ;� I NOTE: Ex. RELOCATE EX. FOR EMERGENCY EGRESS WITH A ry T �o ry ry T = HELICAL PILES TO BE PLACED O w ELECT. ELECTRICAL MINIMUM CLEAR OPENING OF 5.7 SQ. I'-4" N 6'-4/81--4" • 6'-5 ry ' -4 .� 6-4/8 r PANEL METER TO FT. (GRADE FLOOR OPENINGS SHALL N x u n I - MAXIMUM OF &'-O" O.G. ALONG EXISTING PROPER HT.- IL T.- HAVE A MINIMUM CLEAR OPENING OF I _ w L U- u� l FOUNDATION WALL. = X VERIFY WITH 5.0 50. FT.). THE MIN. HT. OF 1- ml a I I I im 1 - AT ALL FOUNDATION CORNERS/INTERSECTIONS w UTILITY OPENINGS TO BE 24" AND MINIMUM (y ry r �1 N I� n ry I AND SUPPORTS 0 COMPANY WIDTH TO BE 20" AND THE BOTTOM tri O ••� I I I F I - UNDER ALL PIER FOOTINGS c_v OF OPENINGS NO HIGHER THANAft 3'-5" z # + I - I I A.F.F. Q v < I ST. 61 RDER- V IST. 61 RDE F- - I _. - 0 0 7. ALL WOOD POSTS SHALL BE BUILT 4'-51V:2"--,1 4'-53/ "2' - 4'-35/ " '-4'i 4'-6/4 UP WITH (2) 2X4'5 NAILED TOGETHER W/ z QUANTITY AND 08 PLACEMENT OF FLOOD IOd NAILS @ 5" O.G. UNLESS OTHERWISE � Z civilNOTED ry � EX. GONG. PIER TO I � VENTS MAY VARY BASED BE REMOVED IN ry I `t ON TOWN REQUIREMENTS 2-O p ENTIRETY-V.I.F.- ml O 8. ALL FRAMING SHALL COMPLY WITHw TYPICAL F 3 THE 2001 WOOD FRAME CONSTRUCTION THROUGHOUT - _ w o v 0 0 `t NOTE: HELICAL PILES TO MANUAL. `�w a w s BE ENGINEERED BY : . W n_ =w o 2 a o .•.F;' I COMPACTED I I_� DWELLING I , T. x <u �O , :•'.. <.,.,:• ';< GRADE m ,, OPTIONAL TO OTHERS PROVIDE GRAVEL L- Q. ALL EXTERIOR PORCH/DECK/ o o <a W o STAIR FRAMING TO BE AGQF- BA5E -000RD I NATE I w - v l LUMBER-U.O.N. WITH OWNER Q o I = ALL EXISTING r ;'i �:kzF 5 o m Q PROVIDE NEVA 4" l o i , I X I PLUMBING, 10. ALL ELEGTRIG TO REMAIN AND o N ' �,z°o -V THICK GONG. (w/ bxb I- in EXI5TIN6 ry I ' ELECTRICAL, GONDSTRUDTO GTION. FINAL TE ELECTRICTO ~< o°ro, O MECHANICAL ETC. � �<-o o w o I � 2"xb F.J. • Ib' O.G. .�I � ,,,_ W v W.W.M.) PAD FOR I-. `� I IE m THAT INTERFERES NEW SLAB FOR _=3 N N w PROPANE TANK I I NEW CRAWL. SPACE WITH NEN WORK TO EX. PROPANE BE DETERMINE IN THE FIELD N,-;<e° w O° 'J ~ SUPPORT- VERIFY = 6 H.W. FIELD LOCATION IN I , I OPEN THROUGHOUT I I = - HTR _ z ' MODIFIED,UTED, TANK- STRAP <v o w w~i-z<11 } REMOVED, ETC. AS KITH z z= R I , , ICLADI7ED AND SEAL AS REQ RED o o= ci,< N REQUIRED TO 6ALVA131ZED 48 -i - TO PROTECT AGAINST THE <a o v N z w o WEATHER ENVIRONMENT- U.O.N. u-z N N° > E5TABL15H PROPER LONG x/4 ;; o N o o? ALL NEW DWELLING GIRDERS 1 I _ NOTE: DOUBLE ALL F.J. 1 WORKING DIAMETER �� w<��- 1 w I - UNDER PARALLEL WALL I = CONDITION-ALL DOUBLE-HEAD `_ TO BE PARALLAM P5L 2.OE NEW HVAC MIT5US15HI NEW HVAC CONDENSER o>,.,=o FL°cy i= N w Q= 6 N w I PARTITIONS ABOVE I WALL HUNG HEAT AND UNIT ON WALL BRACKET- w� °m T-0� _ r DAMAGED EXISTING GROUND ANCHOR � w- FOR EXTERIOR USE UNLESS I i 01 � ELECTRICAL WIRES WITH b" SINGLE ; ~,n o"z �~-o � OTHERWI5E NOTED- ALL I EXISTING x I ' A/C COMPRESSOR UNIT- BOLTED TO WALL o�,N°< N u o Z [Q x ETC. AND PLUMBING HELIX AUGER A5 z f EXISTING GIRDERS TO BE I ry 2,1x8,1 F.J. • Ib" O.G. N ry I in INSTALL AS PER STUD-INSTALL AS PER # �;x o o z AGQ LUMBER- V.I.F. AND I-.I MOTE: VERIFY ALL BEAM I m I LINES TO BE PER FEMA MANUFACTURES WRITTEN MANUFACTURES WRITTEN i o"n,:17) m SUPPORT LOCATIONS I REMOVED AND GUIDELINES-V.I.F. O `)1-"�,,- - w: REPLACE "IN-KIND" IF I INSTRUCTION- INSTRUCTIONS-VERIFY °<_ <r-w <w BEFORE START OF WORK REPLACE- VERIFY QQ REQUIRED ,-4 _ COORDINATE WITH OWNER z FINAL LOCATION IN FIELD "'< Ix o I � ALL CONDITIONS IN �-�-< NOTE: GRADE UNDER I FIELD MAKE AND NIS- TYP. XD1`1 OF AND COORDINATEOWNER DWELLING TO BE PROVIDE W, W EQUAL OR GREATER + EXTERIOR GRADE A I THEN EXTERIOR PLYWOOD • I ^ ,' Z Z Z m I &RADE-V.I.F. -RAISE EX. - ��TE�F = O A A5 REQUIRED m THROUGHOUT x l i A ii g u� I - I n l I � I �r � � "' X p I 4'-53/4" 4'-5y4" " 4'_33/4" '-4" 4_6/8" p DEMOLITION NOTES: W , I ,- - — NEW HELICAL X -- I. REMOVE PARTITIONS SHOWN TO BE IST. GIRDER- V .F . T. GIRDER- - PILE- (TYP) Ex. WINDOWS w Ex. WINDOW REMOVED AS NOTED ON DWGS.- SHORE AS REOV AT LOAD BEARING PARTITIONS IL 2. SON7f;ZAr_,TOR SHALL BE CAREFUL AS TO 1 NOT DAMAGE EXIST NO CONSTRUCTION THAT O NEW I6 XI6 CMU PIER I CONTRACTOR TO REFER TO W/3OX3OXI5" P. GONG I I =� ECR AND DEVON REMAIN AND SHALL REPAIR ANY OF THESE I z FOOTING WITH HEL. PILE Irl O DAMAGES AS REQUIRED.X I PROFESSIONAL SGOPF pp `u1' p I (�) ry l LETTER (6100 FORM) REPORT zzZ W1n � m I FOR ADDITIONAL 3 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR o 0yI m INFORMATION ON REPAIR- X X REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, > 4" 6'-5" 4' b'-4/8 '-I4" ALLOWANCE FOR DAMAGED W 0 w PLUMBING AND HEATING LINES THAT INTERFERE - o� - - CONSTRUCTION THROUGHOUT (3 =2x10 AGQ (3) 2x10 AGQ 1 (3) 2_io ACQ WITH NEW CONSTRUCTION. FIRST FLOOR X Q p Q p � --r ..I. — I EX. WINDOWS w EX. WINDOWS V 'J z F -------F - 2) 2x10 AGQ O 2x10 AG (2) 2x10 A -IRA15E EX15TINO O W 111 RAISED DECK STAIRS E GUARD NOTE: L1 J L J L J J FOUNDATION DECK- f 204 N l 1I I" l REMOVE EXI5TING DIMENSION To 50.FT.-ALL / (TO COMPLY WITH 8311 8312) Q I EQUAL EXISTING EXISTING / -STAIRWAYS SHALL NOT BE LESS THAN 36" IN rn O p > > LEDGER BD AND 1 > ' ' > 1 REPLACE WITH NEW BEAM DIMENSION- DECKING CLEAR WIDTH ABOVE THE PERMITTED , l VERIFY INFIELD MATERIAL, HANDRAIL HEIGHT AND BELOW THE REQUIRED LINE OF EXISTING I p[ w w RAISED DECK I w > EXISTING AGQ wp I REMOVE EXISTING DECK O FRAMING, ETC. TO ABOVE I I� O 6 2"xb" D.J. • Ib" O.GIl4 Ocl 1 REMAIN- WITHOUT HEADROOM HEIGHT i 1- V.I.F. I FOUNDATION AND O GHAN&E- DECK -MINIMUM HEADROOM HEIGHT TO BE 6-5-- D '-5" I D ,� F I SUPPORTS IN ENTIRETY - TO REMAIN IN „ EXACT CONDITION -MAX. R15ER SHALL NOT EXCEED 5Y4 j w 6 x I NOTE: PROVIDE SHEAR WALL HOLD DOAK n 12,10 SONO TUBE FILLED l w I BETWEEN FOUNDATION AND FIRST FLOc::R AND FOOTPRINT -MIN. TREAD SHALL NOT BE LESS THAN cl SOLID W/3500p51 I l AS PER SECTION 3.4.4 OF W.F.C.M. 2001 -STAIR PROFILE: N05IN55 SHALL NOT BE LESS Go1JCRETE MIN. 36" 6" �'-3y4" 4'-10/4" T'-5y4.. 6" - DN 8R tet$-I/8" THAN 5/4" NOT MORE THAN V4" BEUOW&RADE (TYP) 1 f �1 r IST. GIRDER- V.I.F. E�cIST. GIRDER- V.I.F. 4"x4" AGQ 't TREADS lo" -HANDRAILS SHALL BE PROVIDED ON AT _____ —___ + - -- -t— - ___-=I _ ' LEAST ONE SIDE OF EACH STAIRWAY WITH L - J L -I __- --- 1- J L - P05T (TYP) TWO OR MORE RISERS. TOP OF HANDRAIL < W ---�--_u 11 II SHALL NOT BE LE55 THAN 34 AND NOT � Q z — I I 24 X24 XI2 MORE THAN 35". ALL REQUIRED HANDRAILS Z < P. GONG. FT5. (TYP) SHALL BE CONTINUOUS TO THE FULL LENGTH --� — LINE OF NEW I F3-- x -x� I LINE OF NEW - EGRE55 STAIR EGRESS STAIR OF THE 5TAIR5 FROM DIRECTLY ABOVE THE I— �`�� 1 N__ L _N 1 �`N° HANDRAIL TOP RISER OF A FLIGHT TO A POINT — Z n n TO EXISTING RAISED DECK DIRECTLY ABOVE THE LOWEST RISER OF THE -.- FLIGHT. ENDS SHALL BE RETURNED OR SHALL � TERMINATE IN NEWEL POSTS OR SAFETY -t " TERMINALS. HANDRAILS ADJACENT TO A WALL Q O SHALL HAVE A SPACE OF NOT LE55 THAN V2' ll_i Z ETNEEN THE NALL AND THE HANDRAIL. BHANDRAILS, HALL NOT PROJECT MORE THAN 42" ON EITHER SIDE OF THE STAIRWAY. O 0 20'-43/4" -GUARDS/RAILIN65 ARE REQUIRED FOR ANY �- — 24'-43/4 SURFACE 30" ABOVE FLOOR OR GRADE. OFUPA�SAGEI O MORE THANLINOS SHALL 4" O.C. A CAP � z -BOTTOM RAIL TO TREADS SHALL NOT HAVE �- I FLAN I A GAP OF PASSAGE OF MORE THAN b" p FOUNIDATI CN PLAN F I RST FLOOR PLAN SPHERE W � W 5CALE: I/4" = I'-0" SCALE: 1/4" = 1'-0" p z z Q l� z • GENERAL NOTES � = 1. ALL HABITABLE ROOMS ANDt �,.� ,,► HUD GPD GREEN BUILDING RETROFIT CHECKLIST CORRIDORS SHALL BE SUPPLIED WITH 1 I NTERWI RED FIRE/SMOKE AND CARBON THE GPD GREEN RETROFIT CHECKLIST PROMOTES ENERGY EFFICIENCY AND GREEN BUILDING PRACTICES FOR :1+1001) U'C U N N k L L RESIDENTIAL RETROFIT PROJECTS.THE CHECKLIST 15 BASED ON THE NSP GREEN SINGLE FAMILY AND MULTI R C H i r E C T P. C MONOXIDE DETECTORS WITH BATTERY FAMILY HOU5INO REHABILITATION 5PEGIFIGATION5 DEVELOPED UNDER THE NEIGHBORHOOD STABILIZATION BACKUP AS PER NFPA -72 AND N•Y•S• PR06RAM(NSP).ADDITIONAL DETAILED INFORMATION FOR EACH MEASURE 15 PROVIDED IN THE BUILDING GODS SEG. 8515 SPECIFICATIONS. 6RANTEF-5 SHOULD FOLLOW THE CHECKLIST IN ITS ENTIRETY AND AFP_Y ALL MEASURES TODD O'CONNELL,AEA WITHIN THE CHECKLIST TO THE EXTENT APPLICABLE TO THE PARTICULAR BUILDING TYPE BEING RETROFITTED. THE PHRASE "WHEN REPLACING" IN THE CHECKLIST REFERS TO THE MANDATORY REPLACEMENT WITH 1200 Veterans Mernoridl Highway 2. ALL ELECTRIC WORK SHALL BE SPECIFIED GREEN IMPROVEMENTS,PRODUCTS,AND FIXTURES ONLY WHEN REPLACING THOSE SYSTEMS DURING SUlte 120 PERFORMED IN STRICT ACCORDANCE THE NORMAL COURSE OF RETROFIT. HakippaUge,NY 11788 WITH THE LATEST EDITION OF THE N.E.G. WATER AND ENERGY CONSERVATION MEA5URE5 P(631)650-6666 4. ALL CONDITIONS AND DIMENSIONS p WATER-CONSERVING FIXTURES F(631)650-6667, INSTALL OR RETROFIT WATER CONSERVING FIXTURES IN ANY UNIT AND COMMON FACILITY,USE THE C(516)658-0325 TO BE VERIFIED IN FIELD BY THE FOLLOWING SPECIFICATIONS: GENERAL CONTRACTOR AND REPORT TOILETS- 1.26 6PF;URINALS-0.5 OFF;5HOWERHEAD5-2.0 GPM;KITCHEN FAUCETS- 2.0 GPM;AND BATHROOM FAUCETS 1.5 GPM. Yt 1�'4Y" ANY DISCREPANCIES TO ARGH1 TELT ' PRIOR TO START OR CONTINUATION p ENERGY STAR APPLIANCES OF WORK INSTALL ENERGY STAR-LABELED CLOTHES WA5HER5,DISHWASHERS,AND REFRIGERATORS, IF THESE APPLIANCE CATEGORIES ARE PROVIDED IN UNITS OR COMMON AREAS. Q AIR 5EALIN6: BUILDING ENVELOPE 5. NO GALV. NAILS OR CONNECTORS IN 5EAL ALL ACCESSIBLE OAFS AND PENETRATIONS IN THE BUILDING ENVELOPE WITH LOW-VOG ` AGO. LUMBER ARE PERMITTED. ALL CAULK OR FOAM. CONNECTORS AND FASTENERS FOR Ar-.G LUMBER MUST BE STAINLESS STEEL OR p INSULATION. ATTIC(IF APPLICABLE TO BUILDING TYPE) FOR ATTICS WITH CLOSED FLOOR CAVITIES DIRECTLY ABOVE THE CONDITIONED SPACE,BLOW IN q HOT DIPPED GALVANIZED G-I85. INSULATION PER MANUFACTURERS SPECIFICATIONS TO A MINIMUM DENSITY OF 3.5 LBS. PER OF. FOR ATTICS WITH OPEN FLOOR CAVITIES DIRECTLY ABOVE THE CONDITIONED SPACE, INSTALL 6. AS PER N.Y.S. GODS SEG. 8310 INSULATION TO MEET OR EXCEED 200q IEGG LEVELS. EACH HABITABLE ROOM SHALL HAVE ' p INSULATION FLOORING(IF APPLICABLE TO BUILDING TYPE) AT LEAST ONE OPERABLE WINDOW INSTALL > R-Iq INSULATION IN CONTACT WITH THE 5UB-FLOOR IN BUILDIN55 WITH FLOOR SYSTEMS OVER VENTED CRAWL SPACES. INSTALL A 6-MIL VAPOR BARRIER IN CONTACT WITH 100%OF THE FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.7 SQ. FLOOR OF THE CRAWL SPACE(THE GROUND),OVERLAPPING SEAMS AND PIERS AT LEAST 6 INCHES. FT. (GRADE FLOOR OPENINGS SHALL p DUCT SEALING(IF APPLICABLE TO BUILDING TYPE) HAVE A MINIMUM CLEAR OPENING OF IN BUILDINGS WITH DUCTED FORGED-AIR HEATING AND COOLING SYSTEMS,SEND ALL PENETRATIONS m OF THE AIR DISTRIBUTION SYSTEM TO REDUCE LEAKAGE IN ORDER TO MEET OR EXCEED ENERGY �- 5.0 SQ. FT.). THE MIN. HT. OF STAR FOR HOMES DUCT LEAKAGE STANDARD. r OPENINGS TO BE 24" AND MINIMUM N p AIR BARRIER SYSTEM -- WIDTH TO BE 20" AND THE BOTTOM Nci � _ ---� — OF OPENINGS NO HIGHER THAN 3'-8" ED�� CONTINUOUS UNBROKEN AIR BARRIER SURROUNDING ALL CONDITIONED SPACE AND Z # r- ------------------------------------------=----- I F INC UNITS. ALIGN INSULATION COMPLETELY AND CONTINUOUSLY WITH THE AIR BARRIER. _ RADIANT BARRIERS: ROOFING v I _ - EXISTING ROOF _ II -1. ALL WOOD POSTS SHALL BE BUILT WHEN REPLACING OR MAKING A SUBSTANTIAL REPAIR TO THE ROOF,USE RADIANT BARRIER CONSTRUCTION TO I SHEATHING OR OTHER RADIANT BARRIER MATERIAL;IF ECONOMICALLY FEASIBLE;AL50 USE COOL z UP WITH (2) 2X4'S NAILED TOGETHER W/ ROOFING MATERIALS. — —��- REMAIN- MODIFY_--- - - �i• 10 IOd NAILS @ e> O.G. UNLESS OTHERWISE AS REQUIRED T Z I _ _ --�-.--__._.___.._�_-_-- -. I NOTED p wlxDows ALLOW FOR NEW -- I, WHEN REPLACING WINDOWS, INSTALL GEOGRAPHICALLY APPROPRIATE ENERGY STAR RATED I ROOF STRAPPING- I; _ - -- - -- �. ' - --- I 8. ALL FRAMING SHALL COMPLY W1TH wlxDows. w w �= o STRIP AND — — ( 1 THE 2001 WOOD FRAME CONSTRUCTION p SIZING OF HEATING AND COOLING EQUIPMENT O x --N w "" --....__..__- SHINGLES ANDI o lu 0 43 REPLACE WITH ..-_-____-.____._.. _ I I WHEN REPLACING, SIZE HEATING AND COOLING EQUIPMENT IN ACCORDANCE WITH THE AIR uI 0., W O l- Uo O O MANUAL. GONDITIONIN6 CONTRACTORS OF AMERICA (ALGA) MANUALS,PARTS J AND 5,OR A5HRAE <=0 Q � K W t- -._.._ � �u,� EXTERIOR PORCH/DECK/ o o m <?o STAIR FRAMING TO BE ACC Q DOMESTIC HOT WATER SYSTEMS I 11 II LUMBER-U.O.N. WHEN REPLAGIN6 DOMESTIC WATER HEATING 5Y5TEM(e),ENSURE THE 5Y5TEM(e) MEET OR EXCEED z f V z O F tL t z THE EFFICIENCY REQUIREMENTS OF ENERGY STAR FOR HOMES REFERENCE DESIGN, INSULATE PIPES F<z_w N> F Q I I 10ALL ELECTRIC TO REMAIN AID o,n'�1"` �N to� u I{ i` BY AT LEAST R-4. N V 1 Ll O z m p 111 . MODIFIED TO ACCOMMODATE NEW p EFFICIENT LIGHTING: INTERIOR UNITS z z 0.0 w W V CONSTRUCTION. FINAL ELECTRIC TO FOLLOW THE GUIDANCE FOR THE PROJECT TYPE: INSTALL THE ENERGY STAR ADVANCED LIGHTING * <N N V 0 2 Q OF WALL i I I I. PACKAGE (ALP);OR FOLLOW THE ENERGY STAR MFHR PROGRAM: GUIDELINES,WHICH REQUIRE THAT H III- LINE I BE DETERMINE IN THE FIELD Ol�i � twop� BELOW { 60% OF THE INSTALLED LIGHTING FIXTURES WITHIN UNITS MUST BE ENERGY STAR QUALIFIED OR p< F< F H z<~O { I' HAVE ENERGY STAR QUALIFIED LAMPS INSTALLED,OR WHEN REPLACING NEW FIXTURES AND i0<U b uu O 1 Q} GEILIN6 FANS MUST MEET OR EXCEED ENERGY STAR EFFICIENCY LEVELS. w I { I I 11. ALL ENGINEERED LUMBER TO BE z w N a w o a u- III ! JU CLADDED AND SEAL AS REQUIRED p EFFICIENT LIGHTING: COMMON AREAS AND EMERGENCY LIGHTING(IF APPLICABLE TO BUILDING TYPE) syn Q N�n Flu it TO PROTECT ALAI NST THE FOLLOW THE 6UIDANGE APPROPRIATE FOR THE BUILDING TYPE: USE ENERGY STAR LABELED FIXTURES <N O a z W O I I I 1 I OR ANY EQUIVALENT HIGH PERFORMANCE LIGHTING FIXTURES AND BULBS IN ALL COMMON AREAS;OR E�OE- w B - I I WEATHER ENVIRONMENT-U.C.N. WHEN REFLAGIN6 NEW COMMON SPACE AND EMERGENCY LIGHTING FIXTURES MUST MEET OR EXCEED V v-W w�tv< I; ENERGY STAR EFFICIENCY LEVELS.FOR EMERGENCY LIGHTING, IF INSTALLING NEW OR REPLACING U,O>E'=O 0.9L Q ALL EXIST SIGNS SHALL MEET OR EXCEED LED EFFICIENCY LEVELS AND CONFORMS TO LOCAL to IL W T H W U Il I' BUILDING CODE. 0 V O p<-i V O z EFFICIENT LIGHTING EXTERIOR U N V N O Z I I FOLLOW THE GUIDANCE APPROPRIATE FOR THE PROJECT TYPE: INSTALL ENERGY STAR QUALIFIED tK z a w I I; FIXTURES OR LED5 WITH A MINIMUM EFFICIENCY OF 45 LUMENS/WATT: OR FOLLOW THE ENERGY STAR h< I �1 II MFHR PROGRAM GUIDELINES,WIR WHICH REQUIRE THAT 60%OF OUTDOOR LIGHTING FIXTURES MUST BE *_ w< I I E, II ENERGY STAR QUALIFIED OR HAVE ENERGY STAR QUALIFIED LAMPS INSTALLED;OR WHEN t F<< Jl O Q F O U Q ING ROOF 11 REPLACING INSTALL ENERGY STAR COMPACT FLUORESCENT OR LEDS WITH A MINIMUM EFFICIENCY OF EXIST I �I (I I II 45 LUMEN5/WATT. CONSTRUCTION TO I REMAIN- MODIFY I it INDOOR AIR QUALITY Z Z Z m I AS REQUIRED TO I II ALLOW FOR NEW 1 1 l AIR VENTILATION:SINGLE FAMILY AND MULTIFAMILY(THREE STORIES OR FEWER) ROOF STRAPPING- INSTALL AN IN-UNIT VENTILATION SYSTEM THAT COMPLIES WITH ASHRAE 62.2-2010 STRIP EX. i ) ( �j; DEMOLITION NOTES: 5HINGLES AND i I ( III AIR VENTILATION: MULTIFAMILY(FOUR STORIES OR MORE) REPLACE WITH I1. REMOVE PARTITIONS SHOWN TO BE INSTALL APARTMENT VENTILATION SYSTEMS THAT SATISFY ASHRAE 62.2-2010 AND COMMON AREA VENTILATION SYSTEMS THAT 5AT15FY A5HRAE 62.2-2010.CONSIDER HEAT/ENERGY RECOVERY FOR REMOVED AS NOTED ON DWGS.- SHORE AS 100%OF CORRIDOR AIR SUPPLY. REQ'D AT LOAD BEARING PARTITIONS Q COMPOSITE WOOD PRODUCTS THAT EMIT LOW/NO FORMALDEHYDE 2. CONTRACTOR SHALL BE CAREFUL AS TO COMPOSITE WOOD PRODUCTS SHOULD BE CERTIFIED COMPLIANT WITH CALIFORNIA 83120. IF USING A y l 1I 11 COMPOSITE WOOD PRODUCT THAT DOES NOT COMPLY WITH CALIFORNIA 83210,ALL EXPOSED EDGES C] NOT DAMAGE EXISTING CONSTRUCTION THAT A I ( ( AND 51DE5 MUST BE SEALED WITH LOW-VOC SEALANTS. I I REMAIN AND SHALL REPAIR ANY OF THESE�Ah Q DAMAGES AS REQUIRED. p ENVIRONMENTALLY PREFERABLE FLOORING J I WHEN REPLAGIN6 FLOORING,USE ENVIRONMENTALLY PREFERABLE FLOORING, INGLUDIN6 THE FLOOR50ORE CERTIFICATION.ANY CARPET PRODUCTS USED MUST MEET THE CARPET AND RUG RELOCATE OR Q Q 5. CONTRACTOR SHALL RE-ROUTE, INSTITUTES GREEN LABEL OR GREEN LABEL PLUS CERTIFICATION FOR CARPET,PAD,AND CARPET Z UJ 1 !, I I {I REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, ADHESIVES. U N } PLUMBING AND HEATING LINES THAT INTERFERE ~ p LOW/NO VOG PAINTS AND PRIMERS (� 1 �I, WITH NEW CONSTRUCTION. ALL INTERIOR PAINT5 AND PRIMERS MUST BE LESS THEN OR EQUAL TO THE FOLLOWING VOG LEVELS: I FLATS -50 g/L;NON-FLATS-508/L;FLOOR- g/L. p LOW/NO VOG ADHESIVES AND SEALANTS V � U z I I (I ALL ADHE51VE5 MUST COMPLY WITH RULE 1166 OF THE 50UTH COAST AIR QUALITY MANAGEMENT DISTRICT. ALL CAULKS AND SEALANTS MUST COMPLY WITH REGULATION D,RULE 51,OF THE BAY AREA t!1 EX15TINO ROOF (I QUALITY MANAGEMENT DISTRICT., j 1 CONSTRUCTION TO----- -----_ li cV O N Q j REMAIN- MODIFY— �I' i p CLOTHES DRYER EXHAUST m 1 VENT CLOTHES DRYERS DIRECTLY TO THE OUTDOORS U51NO RIGID TYPE DUCT WORK AS REQUIRED TO { I, I ALLOW FOR NEWS _ I II. ROOF STRAPPING- I p COMBUSTION EQUIPMENT I (I' WHEN INSTALLING NEW SPACE AND WATER HEATING EQUIPMENT,SPECIFY POWER-VENTED OR DIRECT STRIP EX. I VENT COMBUSTION EQUIPMENT. �; SREHINGLES AND — PLACE WITH____ I ❑ MOLD PREVENTION: WATER HEATERS NEW ( I PROVIDE ADEQUATE DRAINAGE FOR WATER HEATERS THAT INCLUDES DRAINS OR CATCH PANS WITH DRAINS PIPED TO THE EXTERIOR OF THE DWELLING. Ll ------------------------------------------------- J. ---_�— ------'-- _—._-�_._.---------- - _._.__�.----_---__.----___ _-' I p MOLD PREVENTION: SURFACES 1' 1 - -..�.-— ---..--—- - - ----- -- —---- WHEN REPLACING OR REPAIRING BATHROOMS,KITCHENS,AND LAUNDRY ROOMS,USE MATERIALS THAT 1-1-1 HAVE DURABLE,GLEANABLE SURFACES. .(� L3 MOLD PREVENTION: TUB AND SHOWER ENCLOSURES WHEN REPLACING OR REPAIRING TUB AND/OR SHOWER ENCLOSURES.USE NON-PAPER-FACED BACKING MATERIALS SUCH AS GEMENT BOARD,FIBER GEMENT BOARD;OR EQUIVALENT IN BATHROOMS. ` LU U INTEGRATED PEST MANAGEMENT Z SEAL ALL WALL,FLOOR,AND JOINT PENETRATIONS WITH LOW-VOC CAULKING OR OTHER APPROPRIATE SEALING METHODS TO PREVENT PEST ENTRY. 4+-1 ju C1 LEAD-SAFE WORK PRACTICES :-D Z FOR PROPERTIES BUILT BEFORE M-16,USE LEAD-SAFE WORK PRACTICES CONSISTENT WITH THE SPA'S — RENOVATION,REPAIR,AND PAINTING REGULATION AND APPLICABLE HUD REQUIREMENTS. v) O p RADON TESTING(IF APPLICABLE BASED ON BUILDING LOCATION) Q FOR BUILDINGS LOCATED IN EPA ZONE I OR 2,PERFORM RADON TESTING.FOR BUILDINGS WITH LEVELS OF RADON GREATER THAN 49Cl/L, IMPLEMENT EPA'S RECOMMENDED RESIDENTIAL RADON MITIGATION STANDARD OF PRACTICE. Q O p MOLD REMEDIATION V 1 INSPECT THE INTERIOR AND EXTERIOR OF THE BUILDING FOR EVIDENCE OF MOISTURE PROBLEMS. v ' ROOF FLA''^`1 1 EX I ^(✓�T I N� NO NORK DOCUMENT THE EXTENT AND ROGATION OF THE PROBLEMS AND IMPLEMENT THE PROPOSED REPAIRS ACCORDING TO THE MOISTURE SECTION OF THE EPA HEALTHY INDOOR ENVIRONMENT PROTOCOLS FORO (v LN OHOME; ENERGY UPGRADES. It jn SCALE: 1/4" = I'-O" O z Q tt w ua M �l Z • N N z Q � �[ r z Q • Q � Q NOTE: BUILDING MATERIALS USED BELOW THE DES16N FLOOD PLAIN SHALL COMPLY WITH RGNYSY ' 8324.1.1. ALL WOOD, INCLUDING FLOOR SHEATHING AND STAIRS, SHALL BE ;- PRESSURE-PRESERVATIVE-TREATED IN ACCORDANCE WITH ANPA UI FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE OR BE THE DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK y .., �,., ,,�IN ION 4 OF AHPA U1. ,t '-'°= X2;7, 72 NOTE-RAISE EXISTING LOCUST OR CEDARS. PRESERVATIVES SHALL BE L15TED SECTx.V1001) o'CONNtLL DECK- t 204 5Q.FT:ALL EX15TINO DEGKIN6 MATERIALS AND INSTALLATION METHODS USED FOR FLOORING AND INTERIOR AND EXTERIOR A e c r i i e c r n MATERIAL, FRAMING, ETC. TO REMAIN- WITHOUT KALL5 AND WALL COVERINGS SHALL CONFORM TO THE PROVISIONS OF FEMA/FIA-TB-2 %' EX15TINO ROOF CHANGE- DECK TO REMAIN IN EXACT CONDITION CONSTRUCTION TO AND FOOTPRINT TODD O`CONNELL,AIA REMAIN- MODIFY A5 RIDGE HEIGHT REQUIRED TO ALLOW - - _ 200V�ter !Highway 1 Veterans Memoria Llite 120 ELEV. 124.0' FOR NEW ROOF - - - - - - - - - - --__.__-�_.________. ____. _.._ ._._----_...._.. ._--___.__.._ __.._._____. ___ - - - - Ha { p � ,NY 11788 STRAPPING- STRIP EX. _-� - - _— ._=-- - _ - -- - - - ----- --- - - - - - - - - - _ _.. . . u� puce I- SHIN&LE5 AND _ ____ �___ __ REPLACE WITH NEWF7 ---1 EXISTING ROOF--------- 1— P(631)650-6666 CONSTRUCTION TO_ F(631)650-6667 , -_.I REMAIN- MODIFY AS---k --.. __. W REQUIRED TO ALLOW 0325 yi — - - I I FOR NEW ROOF - ..__. . . i ----- 516 6 .-_,. ..-.- SHINGLES AND `r.. - _ NOTE RAISE EXISTING -._ _. __ __.__.__ STRAPPING STRIP EX----- �� -- -- - `- EXISTING I- Q DECK- t 204 5Q.FT:ALL EX15TINO DEGKIN6 I REPLACE WITH NEW I l All; REMOVE EX. _ - -_ -___. DECK z MATERIAL, FRAMING, ETC. TO REMAIN- WITHOUT -_--.-._-_- __•_, ----_ _. ,. .,: _ --- _ - _ __L_-- - -- - -- - - - ------ - - - CHANGE- DECK TO REMAIN IN EXACT CONDITION CONSTRUCTION -� _ - _- AND = < O - - ---- \ �t -1 F' AND FOOTPRINT AS REQUIRED m GUARDRAIL \ 0. to TO ALLOW TO BE O FOR NEW O / - RAISED p / / // ///� / / / / %i- , , 1/,,// :-,�, �c; ,;•;-- !`� X. DOO / 0 EXI5TIN& DECK AND STRAPPING- - = IV GUARDRAIL TO BE RA15ED PATCH AND / / REMOVE EX. 1L -- - - ------- - ( , REPAIR TO L ---- -- -- - - -� -`- --- -- CONSTRUCTION � �0 NEW HANDRAIL EXISTING SHOWER STALL J MATCH AS REQUIRED O § TO MATCH TO REMAIN ON &RADE- i TO ALLOW W N EXISTING �I DETACH, MODIFY AND p EX. DONS EX. WI ON5 FOR NEW 0 > EX. I OWS RELOCATE SHOWER STRAPPING- wINDO - - WINDO BODY CONTROLS AS N I PATCH AND REQUIRED TO NEN RA15ED FLOOR _ ! REPAIR TO ACCOMMODATE ELEV. 9.1' MATCH u- - - - "- �_7"; - j. J....- - - , . ./... . ''i ' j..//_.. - DWELLING ELEVATION FEMA DE516N BASE FLOOD ELEV. 8.1' N EX_ FIRST F-LQQ$- _ _ _ - - - _ _ _ _ _ - ' _ _ - z # ELEV. b.I f GONG. CMU PIERS FEMA BASE FLOODE - ELEV. b.0' - , - - - - - - - - - - - - _ - - z 111 EL.. 3S' EL. 3.6' EL. 5.6' EL. 5.5' NEW EGRESS N HVAC CONDENSER UNIT ON O }- STAIR AND NEW EGRESS REMOVE EX. CONSTRUCTIONTI�ENALL BRACKET- BOLTED TO O Z _EL ERA6E_NATURAL GRADE HANDRAIL TO NEN ND. POST ON PIER STAIR TO NEN ND. POST ON PIER AS REQUIRE IN ALLOW FOR HALL 5TUD-IN5TALL AS PER ELEV. 3.4"15' - EXI5TIN& FOUNDATION EXI5TINe FOUNDATION NEN STRAPPING- PATCH MANUFACTURES NRITTEN GONG. CMU PIERS RAISED DECK RAISED DECK AND REPAIR TO MATCH INSTRUCTIONS-VERIFY FINAL i w p-A�X IL o NAVD 1988 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - _ _ _ _ —1.00a�,TIDN IN FI)=LD�I12 a �4`�z~�� ELEV. O.O COORDINATE WITH ONNER ` N o °�,° ° TT H N Z F< V w0.' ztuOTz0~O N CQ u0uI0'u-j1q0~— W p &I r V W 0 i�3<N�Ooo�� O <JFFOQO <wwQz>OQ��'Q fiZ i� ELEVATION- SOUTH SIDELEVATION- ST z -w Z= °��°3�QN�'�� SCALE: I/4" = I'-O" SCALE: 1/4" = 1'-0" U To,, uQrV N*�V��N O xOwxV= xOF z tu z z z m NOTE: BUILDING MATERIALS USED BELOW THE DESIGN FLOOD PLAIN SHALL COMPLY NITH RGNYS R324.1.7. ALL WOOD, INCLUDING FLOOR SHEATHING AND STAIRS, SHALL BE PRESSURE-PRESERVATIVE-TREATED IN ACCORDANCE NITH AHPA UI FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE OR BE THE DECAY-RE515TANT HEARTWOOD OF REDNOOD, BLACK LOCUST OR CEDARS. PRESERVATIVES SHALL BE L15TF-D IN SECTION 4 OF ANDA UI. MATERIALS AND INSTALLATION METHODS USED FOR FLOORING AND INTERIOR AND EXTERIOR WALLS AND WALL COVERING5 SHALL CONFORM TO THE PROV151ON5 OF FEMA/FIA-T5-2 EXISTING ROOF p CONSTRUCTION TO REMAIN- MODIFY AS m RIDGE HE16HT - ELEV. 124.0' FOR NEN ROOF - - _ - --T - - - ---- - - - - - - ETRAPPIN� STRIP FX - - - - - - - - - - - - - -- - - - - - =-... . _ - - _ -� _ - ._.._ ... _ SHIN&LES AND -1.--- ------------- — - - EXISTING 0 RELOCATE ELECTRICAL METER I I y REPLACE WITH NEW - -.- - ---- CONSTRUCTION TO--- -- TO 2'-0" ABOVE BASE FLOOD _ _ - EXI5TIN6 FLUE TO ELEVATION-INSTALL AS PER REMOVE EXISTING HOOD —"I - - - - REMAIN- MODIFY AS 1 -- -- -- 1-- NOTE:RAISE EXISTING _ u.t --.1.--------- - •----_... ----- -------- -- REQUIRED TO ALLOW' -s-- _<=-==•Y=- � REMAIN UTILITY COMPANY IV STAIR AND PROVIDE NEW DECK- t 204 50.17T.-ALL EX15TINO DEGKIN6 i yy I EXISTING FLUE FOR NEW ROOF I SPECIFICATIONS O EGRESS STAIR, PLATFORM --I---- -TO REMAIN - - - -- STRAPPING- STRIP EX.- CHANGE- DECK TIO REMAIN EXAGIT G01ND�ION v z REMOVE EX. CONSTRUCTION AND HANDRAIL AND , .�._.._ A5 REQUIRE TO ALLOW FOR _.._..- ______ O La GUARDRAIL COMPLY WITH - I - -------- `--`-- REPLACE NITH NEN ��_ ��'- AND FOOTPRINT NEN STRAPPING- PATCH CONFPSEOORM REQUIREMENTS AND -� 1 AND REPAIR TO MATCH -"- -- "`- - -- -- -` z CONFORM WITH TONN OF -- - REMOVE EX CONSTRUCTION __-- -�- _� SOUTHOLD CODE SECTION --- "- h5 REQUIRE TO ALLOW FOR tV O N Q EXISTING SHOWER STALL = \ fl w 28.104-02 _ / NEW STRAPPING- PATCH / ' AND REPAIR TO MATCH TO REMAIN ON &RADE- // / 36 HIGH // / X. DOO HANDRAIL '� O DETACH, MODIFY AND / / -___.--- - ---._..._-_- 1_.,'_./__�_.l RELOCATE SHOWER -' i WITH SPINDLES STAT TO NEW } tu PECK a BODY CONTROLS AS - -' SPACED LE55 z h 5b" HIGH NEW HANDRAIL THAN O HANDRAIL '. WINDO EXISTING REQUIRED CCO1 ACCOMMODATE WIN W O 4" APART TO �W WITH SPINDLES TO MATCH O ONELLINO ELEVATION O CODE-TYP. p > WINDO < SPACED LE55 • OW EX. I DOW_] EX W DOW - RELOCATE EX. THAN REL OGATE EX. NEW RAISED FLOOR ROOF FOR 4" APART TO10 ROOF FO Lu TANKS CODE- TANKS ELEV. 9.1' _-__ - - - u FEMA DESI&N BASE FLOOD �J. _ j � ZZ �, - - - - _ _ - - - - - - - 'I ' ELEV. 8.1' '- -� - I r - r------' +�- ` \ Lu V Z _ NEW SLAB FOR Z < r FIRST FLQo�— _ - _ - - - - _ b.l' TANKS V ELEV. r I - FEMA BASE FLOOD Z -0ELEV. b.0' - - - - - — EL. 3.3' EL. 3S' - - - - - - (L Q El.. 3.5 �5!Er_,URZE PROPANE TANK WITH EL. 3.3' SECURE PROPANE TANK WITH I I _AVERA6E_NATURAL _GRADE _ NEW EGRESS / GALVANIZED 48" LONG x1/4" NEW SLAB FOR I I GALVANIZED 45" LONG x%" ELEV. 3.4"15' NEW ND. POST ON PIER �O• DIAMETER DOUBLE-HEAD PROPANE I I DIAMETER DOUBLE-HEAD 1-1 FOUNDATION STAIR TO NEW GONG. CMU PIERS NEW ND. P05T ON PIER DECK # GROUND ANCHOR WITH b" FOUNDATION TANKS GROUND ANCHOR WITH b" GONG. CMU PIERS NE . ION O P R FOUNDATION � � Z � 7 NAVD 1988 _ _ - - _ - - - _ _ _ SINGLE HELIX AUGER - - _ - _ _ - _ - _ - - SINGLE HELIX AUGER - - - _ - - - - _ - - _ _ - - - k Nv ELEV. 0.0 NO n" Z il- FRONT ELEVATION- NORTH 5C)F. ELEVATION- NEST o � SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-O" O m � z TC tti- d ILIz { Q O 0 '00DO WCONNkLL -\/-.r},r k H I _f E T / C �A TODD O"CONNELL,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 • tdhRIDOE HEIGHT N. NOTE: BUILDING MATERIALS USED BELOW THE NEW BEAM-SEE FLOOR PLAN C(516)658-0325 ly ELEV. 124.0' DESIGN FLOOD PLAIN SHALL COMPLY WITH RGNY5 R324.11. ALL WOOD, INCLUDING FLOOR 5HEATHING AND STAIRS, SHALL BE yy,,{) 1"r . 1� �we411•j .Y.•' 5' PRESSURE-PRESERVATIVE-TREATED IN +.. 5 AGGORDANCE WITH AWPA UI FOR THE SPECIES, EX. PITCH PRODUCT, PRESERVATIVE AND END USE OR BE EX. ROOF - V.I.F. l� THE DECAY-RE515TANT HEARTWOOD OFf CONSTRUCTION TO a REDWOOD, BLACK LOCUST OR CEDARS. FLOOR/DECK JO15T5 TO BE CONNECTED TO NEW il�\ ✓`/ REMAIN-NO CHNAGE PRESERVATIVES SHALL BE LISTED IN SECTION BEAM BY SIMPSON O p 4 OF AWPA UI. STRONG-TIE US SERIES) SIZE � \ - O MATERIALS AND INSTALLATION METHODS USED AS REQUIRED OR < FOR FLOORING AND INTERIOR AND EXTERIOR APPROVED EQUAL nf- WALLS AND WALL COVERINGS SHALL 0 EX. CEILING REMOVE ' �j Q NEW FLOOR/DECK JOISTS ,— CONSTRUCTION CONFORM TO THE PROVISIONS OF ` ', •. ,, � ' , , ,, \—CONSTRUCTION TO O p p FEMA/FIA-TB-2 EX. WALL �t AS REQUIRED ,— 4` REMAIN-ND GHNAGE O CONSTRUCTION TO TO ALLOW �n 0 REMAIN-MODIFY AS FOR NEW EX. FINISH FLOOR EX. SUB-FLOOR TO EX. FLOOR u- �w NOTE: VERIFY ALL BEAM y REQUIRED TO STRAPPING- ALLOW FOR NEW TO REMAIN- REMAIN- REMOVE PATCH AND ' SUPPORT LOCATIONS REMOVE AND AND REPLACE CONSTRUCTION TO CONSTRUCTION REPLACE DAMAGED REMAIN AND BE REPAIR TO O BEFORE START OF WORK p RAISED- PROVIDE MATCH-SIDING ' IUB DAMAGED FINISH SUB-FLOOR NEW FLOOR JOIST p (Y1 3 "IN-KIND" 11 TO EXTEND < ALL EXI5TING PLUMBING, LT FLOOR, IN- IN-KIND AS PAST f ELECTRICAL, MECHANICAL, N 3 WHERE INDICATED A5 REQUIRED REQUIRED BLOGKINO ETC. THAT 15 DAMAGED O NEW RAISED FLOOR — -SEE FLOOR PLAN O ELEV. 11.11 TO PIER tLL AND/OR INTERFERES WITH BEAM TO JO 1ST 5Ti AFF I NO Q \ / \ — — NEW WORK TO BE REROUTED, MODIFIED, FEMA DE515_N BASE FLOOD _ _ _ _ _ _ _ _ _ _ _ REMOVED, ETC. AS .6 — ELEV. 8.1' NEW BEAM-SEE EXIST. BEAM F. REQUIRED TO ESTABLISH SCALE: 3/4" = I'-0" --I PROPER WORKING FLR. PLAN ( LUMBER TO BE = I BLOCKING AS z0 FIRST FJ�OQg_— — �4 _ *a' ' CONDITION- VERIFY ALL A00-PROVIDE NEW ,\ �REQUIRED OLTED CONDITIONS IN FIELD z ELEV. 6.1' .... — BBE�CPr7Q NEW s/4" EXTERIORI I ' SECURE FLOOR GRADE PLYWOOD f(1 '' STRAPPING FEMA BASE FLOOD _ THROUGHOUT GL6. CONTRACTOR TO REFER TO ELEV. 6.0' EOR AND DEVON Q o~ a EL. 3.5' EL. 3 6' PROFESSIONAL SCOPE Ib"xlb" G.M.U. PIER COMPACTED < '�,Q ► AVERAGE NATURAL GRADE Ih-1 I I I '�F O w GRADE LETTER (6100 FORM) REPORT FILLED SOLID OPTIONAL TO POURED GONG. PIER FOR ADDITIONAL 0 °� _ o ELEV. 3.4?5' I I I FOOTING WITH INFORMATION ON REPAIR- o w o m ;. PROVIDE GRAVEL CL N- IVF •''+ ' HELICAL PILE ALLOWANCE FOR DAMAGED BASE COORDINATE � � I,� O N_AVD Ig88 O_�R I _ I CONSTRUCTION THROUGHOUT F Y w F ELEV. O.O I ( I I FIRST FLOOR �"w uNIU QO W � QF \1 QX��z��z Wyk 11 J 1 �` °°w° 6 ALL NEW DWELLING GIRDERS o *N N O Q w = O f- -�wOQ \ TO BE PARALLAM P5L 2.OE <<o F< w F j<° SPINDALS TO BE MAX <O ck w Q z>o Q�Q m FOR EXTERIOR USE UNLESS 0 m OTHERWISE NOTED- ALL OF 4" O.G. N ' LL NOTE: INTERIOR GRADE TO BE EXISTING GIRDERS TO BE O u 00 LU Q N-700 0 N O NOTE: HELICAL PILES AT z < o -°'� w ALL SUPPORTS. EQUAL OR GREATER AGQ LUMBER- V.I.F. AND O N u-w Q o z THEN EXTERIOR GRADE-V,I.F. REPLACE "IN-KIND" IF '� Ll-w y r/< W 0. REQUIRED m OWOHo_Woo. Lo 'nLL U/=F Lu—Ulw FwOLI_QUILA O0N 0<J0-0FO m zxUUL��wza�=NUUO� z 5EOTION A—AH, w<L� , 5/4"x6" AGQDECKINO AS SELECTED o , o� Q 50ALE: 1/4" = 1'-0" COORDINATE WITH OWNER AGQ DECK J015T• Ib" O.G. v V 11 )- -5EE FLOOR PLAN z z z (ja / MULTIPLE AO 2x 61RDER \ BOLTED- A5 SHOWN ON FLOOR PLANS z S/a'4 &ALV. STL. BOLTS E- INEW DECORATIVE P05T GAP AS 4x4 ACG POST SELECTED 1 w VARIE5-f4' 11-O MAX. 1 1 OPTIONAL 5KIRT TO Q BE SELECTED- q NEW SPINDLES AS SELECTED ( COORDINATE WITH OWNER N FOR LOCATIONS AS DESIRED 4" CLEAR MAX. I Q U NEW GUARDRAIL AS SELECTED BY OWNER a d a EE DETAIL I/A.3 FOR 111 #4 HOOKED .4 STRAP DETAIL i W RE-BAR a 12"0 SONO TUBE FILLED SOLID Q (I ° W/5500pe1 P. GONG. (11 0 Z d) I II. 24"x24"xl2" DEEP 5500ps1 N ° ° P. GONG. FOOTING • MIN 36" Q 4X4 P05T m i 4 BELOW GRADE m ANCHORED TO SPANDREL BEAM (OUTSIDE) WITH (2) 5/8" DAM STAINLESS STEEL THRU BOLTSLH tr �a d d d II 4 < iii X NEW DECKINO A5 5ELECTED l� v z _ Q o o a to IU O N a 12"10 50NO TUBE° 5500 PSI CONCRETEEW/WITH O O Z ll1 �W 1LI a (4) M5 VERTICAL STEEL LU Q Q 2tL Q REINFORGIN6 BARS ^^ ` w z < 5/8" DIM. NEW 5PANDRAL BEAM �1 5TA I NLE55 STEEL LU = BOLTS ® 16" O.G. z ~ LU O _ z OL GRADE � HELICAL STEEL PILE z Q 2 O UARDRA I L DETAIL LUQ 6 SCALE: 1" = 1'-0" U_ m DEOK FOUNID)ATION ° SCALE: 1" = 1'-0" aC ti- Q z LU < o N o §1808 PIER AND PILE FOUNDATIONS §1808.2.6 Structural integrity. Piers or 1 . The proposed individual pile uplift §1808.2.14 Installation sequence. Piles §1808.2.23.1.1 Connection to pile cap. M_ ACLEAN DIXIE, CHANGE OR EQUAL piles shall be installed in such a working load times the number of piles shall be installed in such sequence as Concrete piles and concrete-filled steel , 6 HELICAL FILE 5PECIEICATIONS §1808.1 Definitions. The following words manner and sequence as to prevent in the group. to avoid compacting the surrounding soil Pipe piles shall be connected to the and terms shall, for the purposes of distortion or damage to piles being to the extent that other piles cannot pile cap by embedding the pile I)ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTENANCES AS MANUFACTURED BY MAGLEAN DIXIE AND FURNISHED this section, have the meanings shown installed or already in place to the 2 . Two-thirds of the effective weight of be installed properly, and to prevent reinforcement or field-placed dowels �� t •»ur+ {' «.1.S+JriR.. wL iGyF.6iW«...C+i EXCLUSIVELY BY PREMIUM TECHNICAL SERVICES (1-800-252-7453). ALL HELICAL PILES ARE TO BE INSTALLED BY A FACTORY herein. extent that such distortion or damage the pile group and the soil contained ground movements that are capable of anchored in the concrete pile in the .1;TODD U•CONNELL CERTIFIED INSTALLER, pile ca for a distance equal to the h ` H I ` E ` T �_ C. OTHERWISE A CERTIFIED TECHNICIAN FROM PREMIUM TECHNICAL SERVICES MUST BE ON SITE AT ALL TIMES TO affects the structural integrity of the within a block defined by the perimeter damaging adjacent structures . P P q -� � WITNESS PILE INSTALLATION. ALL HELICAL PILES MUST BE ICG APPROVED. FLEXURAL LENGTH. Flexural length is the piles. of the group and the length of the pile. development length. For deformed bars, A. MANUFACTURER TO HAVE IN EFFECT INDUSTRY REC06NIZED WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND length of the pile from the first point §1808.2.15 Use of vibratory drivers. the development length is the full TODD O'CONNELL,AIIA MANUFACTURING. of zero lateral deflection to the §1808.2.7 Splices. Splices shall be §1808.2.8.6 Load-bearing capacity. Piers, Vibratory drivers shall only be used to development length for compression or B. ALL WELDING TO BE PERFORMED BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS GORE DI.I. underside of the pile ca or rade beam. constructed so as to provide and individual piles and groups of piles install piles where the pile load tension without reduction in length for izooveteransMeln()rialHiglTwa P� P �! P P �! P P P � P �! Suite 120 2) HELICAL PILE LEAD SECTIONS SHALL BE MODEL P(;, WITH A )�" ROUND CORNER SQUARED SHAFT AND AN lo" DIAMETER HELIX. maintain true alignment and position of shall develop ultimate load capacities capacity is verified by load tests in excess area. Alternative measures for Hauppauge,NY11788 LEAD SECTIONS SHALL BE 5' LONG. ALL HELIX PILE EXTENSIONS SHALL BE 2 �' ROUND CORNER SQUARED SHAFT 5, -I OR 10' LONG PILE FOUNDATIONS. Pile foundations the component parts of the pier or pile of at least twice the design working accordance with §1808 .2 . 8 . 3. The laterally confining concrete and - consist of concrete wood or steel during installation and subsequent loads in the designated load-bearing installation of production piles shall maintaining toughness and ductile-like P(631)6506667 DEPENDING ON VERTICAL CLEARANCE. ALL PILES SHALL INCORPORATE THE PATENTED MAGLEAN-DIXIE SQUARE CONNECTIONS. � F(631)650-6667 structural elements either driven into thereto and shall be of adequate layers . Analysis shall show that no be controlled according to power behavior at the top of the pile will be 3) HELICAL PILES, EXTENSIONS AND APPURTENANCES SHALL BE HOT-DIPPED 6ALVANIZED STEEL IN ACCORDANCE WITH ASTM A155 the ground or cast-in-place. Piles are strength to transmit the vertical and soil layer underlying the designated consumption, rate of penetration or permitted provided the design is such C(516)658-0325 (LATEST REVISION) AND E5R-3032. relatively slender in comparison to lateral loads and moments occurring at load-bearing layers causes the other approved means that ensure pile that any hinging occurs in the confined 4 ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED ENGINEER. THE INSPECTOR SHALL KEEP A their length, with lengths exceeding 12 the location of the splice during load-bearing capacity safety factor to capacities equal or exceed those of the region. Ends of hoops or ties shall be times the least horizontal dimension. driving and under service loading. be less than two. test piles . terminated with 135-degree (2 . 35 rad) COMPLETE RECORD OF THE PILE INSTALLATION OPERATION . Piles derive their load-carrying Splices shall develop not less than 50 hooks into the confined concrete core. 5) HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF IaD-- AND A MINIMUM TORQUE OF 5,000 FT-LBS. SUBJECT TO THE capacity through skin friction, through percent of the least capacity of the §1808.2.8.7 Bent piers or piles. The §1808.2.16 Pile driveability. Pile cross The minimum transverse steel ratio for FOLLOWING PROVISIONS: end bearing, or a combination of both. pier or pile in bending. In addition, load-bearing capacity of piers or piles sections shall be of sufficient size confinement shall not be less than splices occurring in the upper 10 feet discovered to have a sharp or sweeping and strength to withstand driving one-half of that required for columns. A) IF THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN SATISFIED AT THE MINIMUM DEPTH LEVEL, THE CONTRACTOR SHALL §1808.2 Piers and piles - general (3048 mm) of the embedded portion of the bend shall be determined by an approved stresses without damage to the pile, .. HAVE THE FOLLOWING OPTIONS: requirements. pier or pile shall be capable of method of analysis or by load testing a and to provide sufficient stiffness to For resistance to uplift forces, 1 o) INSTALL THE PILE DEEPER U51NG ADDITIONAL EXTENSIONS UNTIL THE 5PEGIFIED TORQUE LEVEL 15 OBTAINED. resisting at allowable working stresses representative pier or pile. transmit the required driving forces . anchorage of steel pipe, §1808.2.1 Design. Piles are permitted to the moment and shear that would result concrete-filled steel pipe H piles to f b) REMOVE THE EXISTING PILE AND INSTALL A PILE WITH LARGER AND/OR MORE HELICES. THE REVISED PILE SHALL P P or p be designed in accordance with from an assumed eccentricity of the §1808.2.8.8 Overloads on piers or ilex. §1808.2.17 Protection of pile materials. the pile ca shall be made b means % BE INSTALLED BEYOND THE TERMINATION DEPTH OF THE ORIGINAL PILE, A5 DIRECTED ENGINEER. Y P P P� P P Y c) ADD ADDITIONAL PILES AS RECOMMENDED BY ENGINEER. provisions for piers in §1808 and pier or pile load of 3 inches (76 mm) , The maximum compressive load on any Where boring records or site conditions other than concrete bond to the bare §1812 .3 through §1812 .10 where either of or the pier or pile shall be braced in pier or pile due to mislocation shall indicate possible deleterious action on steel section. ` B) IF THE MAXIMUM TORQUE RATING OF THE PILE AND/OR INSTALLING UNIT HAS BEEN REACHED PRIOR TO SATISFYING THE the following conditions exists, subject accordance with §1808 .2 . 4 to other piers not exceed 110 percent of the allowable pier or pile materials because of soil MINIMUM DEPTH REQUIREMENT, THE CONTRACTOR SHALL HAVE , o) THE OPTION TO INCREASE THE TERMINAL TORQUE TO A MAXIMUM to the approval of the code enforcement or piles that do not have splices in the design load. constituents, changing water levels or Splices of pile segments shall develop OF 5500 FT. LBS., b)AFTER CONSULTING WITH THE EN6INEER OF RECORD, THE CONTRACTOR MAY REDUCE THE SIZE OF THE HELIX official : upper 10 feet (3048 mm) of embedment. other factors, the pier or pile the full strength of the pile. AS REQUIRED TO ACHIEVE THE MINIMUM DEPTH WHILE STILL ACHIEVING THE MINIMUM TORQUE. §1808.2.9 La m teral support. materials shall be adequately protected 6) HELICAL PILES SHOULD BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN. ALL CHANGES IN PILE LOCATION MUST BE APPROVED BY 1 . Group R-3 and Group U occupancies not §1808.2.8 Allowable pier or pile loads. for by materials, methods or processes §1808.2.23.1.2 Design details. Pier or U- exceeding two stories of light-frame §1808.2. 9.1 General. An soil other than approved b the code enforcement pile moments, shears and lateral N THE ENGINEER. Y PP Y construction, or §1808.2.8.1 Determination of allowable fluid soil shall be deemed to afford official. Protective materials shall be deflections used for design shall be -i) IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, THE CONTRACTOR SHALL HAVE THE OPTION OF REMOVING loads. The allowable axial and lateral sufficient lateral support to the pier applied to the piles so as not to be established considering the nonlinear tN- THE OBSTRUCTION IF POSSIBLE OR RELOCATING THE PILE WITH THE ENGINEER'S APPROVAL. THE LATTER OPTION MAY REQUIRE THE 2 . Where the surrounding foundation loads on piers or piles shall be or pile to prevent buckling and to rendered ineffective by driving. The interaction of the shaft and soil, as Q RELOCATION OF ADJACENT PILES. materials furnish adequate lateral determined by an approved formula, load permit the design of the pier or pile in effectiveness of such methods or recommended by a registered design F- support for the pile. tests or method of analysis. accordance with accepted engineering -1 y p g' g processes for the particular purpose professional. Where the ratio of the � 6) THE HELICAL PILE SHALL BE CONN50TED TO THE 5TRUGTURE U51NO A PT5 APPROVED STEEL BRACKET OR SLAB-SUPPORTING N CHANNEL AS THE CASE MAY BE- AS SHOWN ON ENGINEER'S PLAN. THESE CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY practice and the applicable provisions shall have been thoroughly established depth of embedment of the pile-to-pile z §1808.2.2 General. Pier and pile §1808.2.8.2 Driving criteria. The of this code. b satisfactory service records or other diameter or width is less than or equal TRANSFERRING THE STRUCTURAL LOADS '1"O THE HELICAL PILE. g Y YZ foundations shall be designed and allowable compressive load on any pile evidence that demonstrates the to six, the pile may be assumed to be a) WRITTEN INSTALLATION RECORD5 SHALL BE OBTAINED FOR EACH HELICAL PILE. THESE RECORDS SHALL INCLUDE, BUT ARE NOT installed on the basis of a foundation where determined by the application of §1808.2.9.2 Unbraced piles. Piles effectiveness of such protective rigid. LIMITED TO THE FOLLOWING: investigation as defined in §1802, an approved driving formula shall not standing unbraced in air, water or in measures . WQ w I-: o a) PROJECT NAME AND/OR LOCATION. unless sufficient data upon which to exceed 40 tons (356 kN) . For allowable fluid soils shall be designed as columns Pier or pile group effects from soil on o � z�tn0�� b) NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO KITNE55ED THE INSTALLATION. base the design and installation is loads above 40 tons 356 kN the wave in accordance with the provisions of §1808.2.18 Use of existing piers or lateral pile capacity shall be iw w°�°000 ( ) , P g P• P P Y [-- ww' c) DATE AND TIME OF INSTALLATION. available. < [-- available. equation method of analysis shall be this code. Such piles driven into firm piles. Piers or piles left in place considered where pile center-to-center d) LOCATION AND REFERENCE NUMBER OF EACH PILE. o x 3 used to estimate pile driveability of ground can be considered fixed and where a structure has been demolished spacing in the direction of lateral �,o�;��o� f) OVERALLION OF DEPTH OFADSECTION STALLATIDNS REFERENCED EXTENSIONS IFROM BOTTOM OF GRADE BEAM OR FOOTING. The investigation and report provisions both driving stresses and net laterally supported at 5 feet (1524 mm) shall not be used for the support of force is less than 8 pile diameters . zw�<z°UI M of §1802 shall be expanded to inc�ude, displacement per blow at the ultimate below the round surface and in soft new construction unless satisfactory Pile group effects on vertical capacity �w <X~ ��= Q TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PRACTICAL. IN LIEU OF THI5 REQUIREMENT THE TERMINAL P P g Y g P P Y `�'F D-F-�_" m 1 9 but not be limited to the following: = 0u166 w TORQUE SHALL BE RECORDED AS A MINIMUM. g� load. Allowable loads shall be material at 10 feet (3048 mm) below the evidence is submitted to the code shall be considered where pile °fYw V h) MAKE AND MODEL OF THE EQUIPMENT USED FOR INSTALLATION verified by load tests in accordance ground surface unless otherwise enforcement official, which indicates center-to-center spacing is less than 3 �z�=�XQ»N V 1) THE INSTALLATION SPEED (RPM) OF THE HELICAL PILE 1 . Recommended pier or pile types and with §1808 .2 .8 .3. The formula or wave prescribed by the code enforcement that the piers or piles are sound and pile diameters. w F 3 _ o Q o�; 1111 13 ABRUPT GHAN6E5 IN INSTALLATION TORQUE installed capacities. D,�' x W V H � equation load shall be determined for official after a foundation meet the requirements of this code. W ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. gravity-drop or power-actuated hammers investigation by an approved agency. Such piers or piles shall be load Where a minimum length for reinforcement <o~iI-<<°o 2 . Recommended center-to-center spacing and the hammer energy used shall be the tested or redriven to verify their or the extent .of closely spaced <0 W[--W of piers or piles . maximum consistent with the size load lied§1808.2. 9.3 Allowable lateral load. Where capacities . The design a to confinement reinforcement 'pspecified No>>, >oZ�om P �! PP is o Fw < N� PILE INSTALLATION NOTES: strength and weight of the driven piles . required by the design, the lateral load such piers or piles shall be the lowest at the top of the pier or pile, <�o �N°z,,o-1 3. Driving criteria. °mw o` �ozwo The use of a follower is permitted only capacity of a pier, a single pile or a allowable load as determined by tests or Provisions shall be made so that those (L$NNorir,' ,V I. EXISTING RESIDENCE SHALL BE TEMPORARILY SHORED AND SUPPORTED UNDER THE DIRECT SUPV wr ith the approval of the code pile group shall be determined by an redriving data. specified lengths or extents are wu� ~w-w w < pp �� o �N OF NY5PE, AND THE CONTRACTOR SHALL NOTIFY THE DOB IN WRITING AT LEAST 48 HOURS IN 4 . Installation procedures . D_o>LJ:L o L Q V~ ADVANCE PRIOR TO COMMENCING ANY WORK IN ACCORDANCE WITH THE AUTHORITY HAVING enforcement official. The introduction approved method of analysis or by maintained after pier or pile cut-off. NLLVTu o�-O'=,L JURISDICTION. of fresh hammer cushion or pile cushion lateral load tests to at least twice the §1808.2.19 Heaved piles. Piles that have 0�Noo�w �H-o >- 5 . Field inspection and reporting 1nN oz M procedures (to include r material just prior to final proposed design working load. The heaved during the driving of adjacent GENERAL NOTES: ? tu,�� rzo 2. PILE CONTRACTOR SHALL INSTALL ALL PILES UNDER THE DIRECTION OF A NYSPE MIN. 25' DEPTH p procedures for ALL PILES MUST COMPLY WITH PILE LOG z V w p N penetration is not permitted. resulting allowable load shall not be piles shall be redriven as necessary to �� N TO VERIFY SOIL CONDITIONS, TORQUE AND EXTENSION DEPTH REQUIREMENTS. NOTE THAT ALL verification of the installed bearing ' PREPARED SIGNED AND SEALED BY A NEW YORK o<= .<� <W PILES MUST BE ICG APPROVED, SUPPLIED BY PT5 MAGLEAN DIXIE I-500-282-"1453, AND SHALL more than one-half-'of that test load develop the required capacity and HAVE A MINIMUM FOS OF 2.0 WRT TO TORQUE CORRELATION AND PILE WORKING LOAD. Capacity where required) §1808.2.8.3 Load tests. Where greater that produces a gross lateral movement penetration, or the capacity of the STATE LICENSED ARCHITECT OR ENGINEER AND zP<<`PNQo oo Q compressive loads per pier or pile than of 1 inch (25 mm) at the ground surface. pile shall be verified by load tests in SUBMITTED PRIOR TO CONSTRUCTION. 3. ALL HARDWARE, JOIST HANGERS, HUR}21GANE STRAPPING COMPONENTS, COLUMNS, NAILS, PLATES 4 6. Pier or pile load test requirements . permitted b STEEL COMPONENTS SHALL BE HD GALVANIZED AFTER FABRICATION. p y §1808 .2 . 10 are desired or accordance with §1808 .2 . 8 .3. ARCHITECT OR ENGINEER CERTIFYING THE PILES 7 . Durability of pier or pile materials , where the design load for any pier or §1808.2.10 Use of higher allowable pier MUST BE ON SITEINSPEGTINC THE PILES AS THEY z z z m 4. ALL REBAR t TIE WIRE SHALL BE EPDXY COATED. ALL GUT OR EXPOSED REBAR SURFACES Y p p pile foundation is in doubt, control Or pile stresses. Allowable stresses §1808.2.20 Identification. Pier or pile SHALL BE TOUGHED UP W/ EPDXY OR GOLD 6ALV. PAINT AS NEEDED. test piers or piles shall be tested in greater than those specified for piers materials shall be identified for ARE SCREWED INTO THE GROUND. 8 . Designation of bearing stratum or strata. accordance with ASTM D 1143 or ASTM D or for each pile type in §1809 and §1810 conformity to the specified grade with PILE INSTALLATION MUST CONFORM TO SECTION permitted where supporting 4945. At least one pier or pile shall are P data this identity maintained continuously 1808 OF THE NEW YORK STATE BUILDING CODE. MAGLEAN DIXIE HFS I- y2" D6 HELICAL FOUNDATION PILE5 4 TENSION ANCHORS 9. Reductions for group action, where be test loaded in each area of uniform justifying such higher stresses is filed from the point of manufacture to the (SEE ATTACHED) necessary. subsoil conditions . Where required by with the code enforcement official, point of installation or shall be the code enforcer.:ent official, Such substantiating data shall include: tested by an approved agency to LOAD TESTS TO BE AS PER IQ=1808.2.8.3 OF THE TORQUE STRENGTH RATING OF 5,500 FT-LB §1808.2.3 Special types of piles. The use additional piers or piles shall be load determine conformity to the specified NEW YORK STATE BUILDING CODE. ULTIMATE COMPRESSION CAPACITY - 55 KP5 WITH A TORQUE FACTOR (Kt) = 10 1 of types of piles not specifically tested where necessary to establish the 1 . A soils investigation in accordance grade. The approved agency shall A 51NGLE 12' HELIX ULTIMATE STRENGTH - 30 KIP5, °/a" 4 50 KIP5,X2" EXTENSION mentioned herein is permitted, subject safe design capacity. The resulting with §1802 . furnish an affidavit of compliance to PROVIDE TEST PILES IN CONFORMANCE WITH ASTM ULTIMATE TENSION STRENGTH - 60 KIPS WITH COUPLING BOLT 1 to the approval of the code enforcement allowable loads shall not be more than the code enforcement official. D 1143 OR A5TM D 4x45 PER NEW YORK STATE official, upon the submission of one-half of that test load, which 2 • Pier or pile load tests in accordance BUILDING CODE. 1 acceptable test data, calculations and Produces a permanent net settlement of with §1808 .2 . 8 .3, regardless of the load §1808.2.21 Pier or pile location plan. A Q Q SINGLE HELIX EXTENSION other information relating to the not more than 0. 01 inch per ton (0.0285 supported by the pier or pile. plan showing the location and GENERAL CONTRACTOR MUST COORDINATE PILE Q N designation of piers or piles b an PLAN AND PLANS PREPARED BY TODD O'CONNELL structural properties and load capacity mm/kN) of test load, and not more than g P � P Y � E- > The design and installation of the pier identification system shall be filed ARCHITECT PG. F of such piles . The allowable stresses 3/4 inch (19.1 mm) . In subsequent g p =- Y � FORGED I shall not in any case exceed the driving of the balance of foundation or pile foundation shall be under the with the code enforcement official 13/16 DIA.HOLE(TYR) 1 1/2'RCS IAR(TYR)� OBTAIN ALL PERMITS PRIOR TO THE START OF COUPLING limitations specified herein. piles, all piles shall be deemed to have direct supervision of a registered prior to installation of such piers or WORK. Q { � a supporting capacity equal to the design professional knowledgeable in the piles . Detailed records for piers or field of soil mechanics and pier or individual piles shall bear an I §1808.2.4 Pile caps. Pile caps shall be control pile where such piles are of the P� I I of reinforced concrete. The soil same type, size and relative length as Pile foundations who shall certify to identification corresponding to that 'n ,- I immediately below the pile cap shall not the test pile; are installed using the the code enforcement official that the shown on the plan. cv O N Q 1 I 3X LOVER be considered as carrying any vertical same or comparable methods and equipment Piers or piles as installed satisfy the 3XL ER design criteria. §1808.2.22 Special inspection. Special HELIX DIA. I HEETXDIA 1 j load. The tops of piles shall be as the test pile; are installed in P P P j L j 3.LOVER embedded not less than 3 inches (76 mm) similar subsoil conditions as the test inspections in accordance with §1704 . 8 I[LIX DIA 1 §1808.2.11 Piles in subsiding areas. and §1704 . 9 shall be provided for piles j into pile caps and the caps shall pile; and where the rate of penetration P } 3XlOVER extend at least 4 inches (102 mm) (e. net dis lacement Where piles are driven through subsiding and piers, res ectivel g. , p per blow) of p Y•fills or other subsiding strata and HELI%DIA derive su ort from underl in firmer §1808.2.23 Seismic desi n of iers or Ibeyond the edges of piles. The tops of such piles is equal to or less than thatHEX HEAD piles shall be cut back to sound of the test pile through a comparable PP Y g g PIOLTLNUT L,+T material before capping. driving distance. materials, consideration shall be given piles. Lto the downward frictional forces that TWO HELIX SINGLE HELIX TWO HELIX THREE HELIX TYPICAL PILE/ANCHOR §1808.2.5 Stability. Piers or piles §1808.2.8.4 Allowable frictional may be imposed on the piles by the §1808.2.23.1 Seismic Design Category C. �U EXTENSION EXTENSION LEAD LEAD LEAD ASSEMBLY y• P EX. D6E84 EX, D6E84S1214S11 EX, D684S12 EX, D684S1214 EX. D684SIO1214 EX, D6120S8101214 LEAD shall be braced to provide lateral resistance. The assumed frictional subsiding upper strata. Where a structure is assigned to Seismic V I AND EXTENSIONS stability in all directions . Three or resistance developed by any pier or Design Category C in accordance with more piles connected by a rigid cap uncased cast-in-place pile shall not Where the influence of subsiding fills §1616, the following shall apply. shall be considered braced, provided exceed one-sixth of the bearing value of is considered as imposing loads on the Individual pile caps, piers or piles / Z that the piles are located in radial the soil material at minimum depth as pile, the allowable stresses specified shall be interconnected by ties . Ties in this chapter are permitted to be shall be capable of carrying, in tension r I. FINISH - HOT DIP 6ALV. PER A5TM 153 OR BLACK "1. SEE TEST REPORT FOR ALLOWABLE AXIAL AND directions from the centroid of the set forth in Table 1804 .2, up to a LU UJ .__l lT BY ADDING SUFFIX "U" AFTER GAT. NO. LATERAL LOAD PER IGC-ES ACCEPTANCE CRITERIA, group not less than 60 degrees (1 rad) maximum of 500 pounds per square foot increased where satisfactory and compression, a force equal to the - apart. A two-pile group in a rigid cap (24 kPa) , unless a greater value is substantiating data are submitted. product of the larger pile ca or column AG355 BY GTL/THOMSON, AN ACCREDITED IAS 17025 g P g P� p � Z 2. SHAFT MATERIAL- ROUND CORNERED SQUARE (RG5) TESTING LABORATORY. load times the seismic coefficient SDS shall be considered to be braced along allowed by the code enforcement official - Z STEEL BARS PER ASTM Ata AND ASTM A516 GRADE the axis connecting the two piles . after a soil investigation as specified a§1808.2.12 Settlement analysis. The divided by 10 unless it can be 10\/45M, b. ALL MATERIAL 15 MANUFACTURED AS PER IGC-E5, settlement of piers, individual piles or demonstrated that equivalent restraint � Q WITH MILL CERT. AT '70 KSI MIN. YIELD 5TRENGTH. ALIO ACCEPTANCE CRITERIA FOR QUALITY CONTROL Methods used to brace piers or piles in §1802 is submitted. Frictional q Q shall be subject to the approval of the resistance and bearing resistance shall groups of piles shall be estimated is provided by reinforced concrete beams DOCUMENTS. O pp g based on approved methods of analysis . within slabs-on-grade or reinforced 5. HELIX MATERIAL - HOT ROLLED LOW CARBON code enforcement official. not be assumed to act simultaneously The predicted settlement shall neither concrete slabs-on-grade or confinement Q STEEL PER A5TM A1015 OR EQUAL KITH 55 KSI unless recommended by a soil cause harmful distortion of, or by k, hard cohesive soils, MINIMUM YIELD STRENGTH. Piles supporting walls shall be driven investigation as specified in §1802 . y competent rocarco (� alternately in lines spaced at least 1 instability in, the structure, nor cause or very dense granular soils. � 4. COUPLING BOLTS: s/4" DIAMETER X 3" LONG HEX any stresses to exceed allowable values . 3 �Tk foot (305 mm) apart and located §1808.2.8.5 Uplift capacity. Where In HEAD PER ASTM A525 AND °/4" HEX ,JAM NUTS PER 1O _ ffi � symmetrically under the center of required by the design, the uplift EXCEPTION: Piers supporting foundation ASTM A563. ALL HELIXES FORMED IY PRESS DIE gravityof the wall load carried p unless capacity §1808.2.13 Pre-excavation. The use of walls isolated single pile interior posts detailed (FORMEDVIEV) effective measures are taken to provide be determined in accordance with ASTM D jetting, au erin or other methods of so the n� j g► g g pier is not subject to lateral Lam. 5. NOMINAL SPACING BETWEEN HELICAL PLATES IS 3X for eccentricity and lateral forces, or 3689, or an approved method of analloads, lightly loaded exterior decks Z analysis Pre-excavation shall be subject to the THE LOWER DIAMETER. approval of the code enforcement and patios, of Group R, Division 3 and the wall piles are adequately braced to based on a minimum factor of safety of official. Where permitted, Group U, Division 1 occupancies not 6. ALL WELDING TO BE DONE BY WELDERS CERTIFIED provide for lateral stability. A single three. The maximum allowable uplift pre-excavation shall be carried out in exceeding two stories of light-frame Q PER AWS GODS DI.I row of piles without lateral bracing is load shall be one-half that load which the same manner as used for piers or construction, are not subject to permitted for one-and two-family produces an upward movement of the pier piles subject to load tests and in such interconnection if it can be shown the Q p[ dwellings and lightweight construction or pile but equal to the gross elastic a manner that will not impair the soils are of adequate stiffness, subject �t LU 113not exceeding two stories or 35 feet (10 extension of the pier or pile plus 0 . 1 carrying capacity of the piers or piles to the a 668 mm) in height, provided the centers inch (2 . 5 mm) . For Y g p Y P P approval of the code enforcement g , p pile groups already in place or damage adjacent official. z of the piles are located within the subjected to uplift, the allowable structures . Pile tips shall be driven ' �i Q O width of the foundation wall. working uplift load for the group shall aL t, below the pre-excavated depth until the z be the lesser of: required resistance or penetration is Q obtained. O Q pLr C,