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Home My WebLink About1000-87.-4-9 � sou, 4* OFFICE LOCATION: �/�� , Ol MAILING ADDRESS: Town Hall Annex �� P.0 Box 1179 54375 State Route 25 • } alt Southold, NY 11971 (cor Main Rd. &Youngs Ave.) N Southold, NY 11971 • . fik -k,1� , � Telephone: 631 765-1938 court w.o. LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM �tJ To. John Bredemeyer, President Town of Southold Board of Trustees 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 supporis 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. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc. Lori Hulse, Assistant Town Attorney d V � ' Town of Southold ECEIVE LWRP CONSISTENCY ASSESSMENT FORM 1111 MAY 0 5 2015 { A. INSTRUCTIONS Southold Town Planning Board 1. -All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# ( OOO - - oy -061 PROJECT NAME Y)j t 6ai 12e ;d e Ay e _ The Application has been submitted to (check appropriate response):Town Board 1:1Planning Board Fi E Building Dept. [ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g.grant, loan,subsidy) (c) Permit, approval, license,certification: j Project Description(use attachments if necessary): fiac[Se_ /4e• L�JJ y � :i 1 1 cf4L s , 2 1 — e- eoLurtt) • cc 1 < 7 L (n c./(v e cis �b�y 3 4/ Q l ?A-72 MCPS (le •-tik, CL A a t • Location of action: �� 6/),,„,,Ai g✓f- 16.r ,41'J ``,� (l / p Site acreage: a 2 Present land use: g. 07 Present zoning classification: g- z/6 /'r S,tie h A 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: ()Aar l ed, K•r4 c.i, � Ar y ki•rst A kai-Aer r N r �a ,1t) (b) Mailing address: SS1 NY , 071 (c) Telephone number: Area Code( ) 63/ - .765-005-c (d) Application number,if any: Will the action be directly undertaken,require finding, or approval by a state or federal agency? Yes No If yes, which state or federal agency? /dew York I ik c4,,,,,, 4A,P- J 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. JYes n No 0 Not Applicable Ave,' w,M,,c- t. {i ,7 /_ r 5aY/llakfdir 4f1-��y....5 Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Polici s Pages 3 through 6 for evaluation criteria LI 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 v{r Yes No ❑ Not Applicable la!?lice 14))11 be j;f3ecQ L„'qil,.r on pop tj tsy 1Alier flevafioyl 140 wwi11 poi' 014Qhce 06LtaI �iu0,0-13 1-1,iauy4aoLr ,ro/er d'pr.;/rci•- Srei-%G oct 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 grNot Applicable 4"isfi•l •I.2akr ��rahhJ d- 5v1y iv one?in witliout- Gia py Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III-Policies; Pages 22 through 32 for evaluation criteria. ❑ El Yes No Not Applicable • Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. n Yes n No dNot 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. El Yes n No 12(Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. YeE No Not Applicable • • Attach additional sheets if necessary L WORKING 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. I 1 Yes ❑ No Not Applicable I Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town wa ers. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. I I Yes I I No \ Not Applicable 4 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. 0 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. I1 Yes H No Not Applicable P . k1� r4 ' J PREPARED BY y t 6J k TITLE /� �/111`'I eit, DATE ©®' ' .' P (631)650-6666 • F (631) 650-6667 40 C (516) 658-0325 TODD O'CONNELL www.tocarchitects.com ®IA R C H IT EC T P C todd@tocarchitects.com March 10, 2015 . Town of Southold Board of Town Trustees - 54375 Main Road Southold, NY 11971 - Re: The Kirsch Residence ' 555 Windy Point Lane Southold, NY 11971' , 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 designate base flood zone established by the NAV1988 army 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 cont. 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 bereinforced 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 allow for mold remediation-subject to contractors report .2) Asbestos abetment on all exterior elevation siding. 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 flood waters: 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.conditions only and the.structure as it currently stands does not appear to be structurally compromised from the storm. , Please feel free to contact this office, ions or concerns you may have. ,,. ED,,gRc- Very truly'yours, ��f — :•- C oo 9 Co4,4; y x• Todd O'Con Y ,i-, V' ' - - ' 1---------_r -'= - �-lf, I r ;1 -r. -• .y•'"��,. "=i •r� �"'=i .�"w.� L� ;,� � .i.'`i .1,. Y..i`.'.t..�-:`,LY�:•i,yi• cN •� �k r5 '.� .3:�_Y. �,` si ,- c•�,, _r,..,',.,. .7, ..�793a, ,, ` .�. amu,, ;, ‘j'•;,--1-1';'n, ' , C _ 4 ' '^ ',-`"�'•'•�,o•cr'�; .r..,,•� Z'��": �V• .. ,�'•'•:,�.,, • `+✓� .__ -ki� i :?-X�•kF.i-�'.'�"aG \';•&f./.;ii J •,�,�� #,��. .�;. .,�+.. .'1�, - '•M1%':-ti��tr '• _ u_ '\ �•%-.ate \:.�( "' . ;c '< i tt, ,1 1 jiG.a,c',T Yy i-h ,�,,,F..J�r• r�t4�� 1200 Veterans Memorial Highway,Suite 120 • Hauppauge, NY 11788 Recs.:es 64.13 03 i .41 COT'014 t, 4\frat' 144IN 84 '-vretv E 1310.00 ' 7403 4,.. pastas ...i 7./'ittritklitile ../.,...,.. ..t . •_,? •••1703 LittE .'33 -.\-..\-ly---------H3 . ...' \ .... ,,,,, ' ,4•• - 03.04 •- -- -1m,v,.; c'.4. ra ._ - ,.-------_____16.3.L.. 3.1 . no, oses-a e„ e!oese,s. 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Eft o 0 I 6.1 el- GE 1-1`''• 1 . • 1° o . -, m , EL.•- "C 1 ELS / 1,!9 k-. 7 h. (/OA „If?, .•i 0 k ig NR (,t tA i gr7 gIE, I '" '' .\-• ;21 1 G _..,-, 15,5 • 0 CD ' 0 I 10 cir I .01 1 tttlie !to. EL CO . '9 3.8. C.; - ...1 • , - --• / ' 71' i El- 4.0' "2 4•,.3Zia EL SI• I • 31/ 11 31 ill \-\ 1.3'.. - 4.2. i ,/ S•2 il ig ll •i! 41f, :"17. ,tv°0 3 - • . , v .. ., Rs,ii'44:: 4 C4C • .e. SCALE, 1 "= 301$ CO ,• -k` ,..., TEST HOLE DATA -----;......------___-------' ' IcIeDONALD GEOSCIENCE " 04/29/14 . ._ • AREA = /0,2/2 Sq.F1. • . . ../ ., . . ... /// DARK BROWN LOAM OL. , U0 " 1/ 7 BROWN SANDY CLAY CL -I g 0 A 0 DRAINAGE CALCULATIONS / / / m NA__." 1,.• ...3WC1057111111 -17 .J 'M40:4111 , g 4 HOUSE - 1013 SO.FT vt// WATER IN BROWN SANDY CLAY CL lika:t•?.i!'1' 1 ! DRIVEWAY:- 800 SO.FT. 1%/-' o 3 I 1 ' o A ,1:,Ait;;* 10131 f I x 0.17 x 172 CU.FT WATER IN BROWN S7LTY SAND SM z 1 ill p ,I, •,.',1:10,„K,'„. ;i 172/22.3 g' 7.7 VF , + io! 11Il 14 PROVIDE 4- DWs 6'O x 2' DP. , 2 1 sr WATER IN PALE BROWN FINE SAND S 2 I; DRIVEWAY 111 r0`1.irtif4:: 800 x 0.5 x 0.17 x 68 cu.11. V $ I 1 I i 5 ii. ••',1 d , 0 68/22.3 ,, 3 VF 17' PRrVIDE I OW 60 x3' DP. I ill NOTE WATID? ENCOUNTERED .3.2'BELOW SURFACE I g . . . :MARCH 5, 2015 (addi1.) 1# / JAN. 3Q, 2015 , /..a., ,,.1,.• . . • dl ./ AIWAXIg . ................ stIFP04,ir''... CHAPTER 236 COMPLIANCE DATE: 1/22/15 e,z, .. ,:-.)., rb %, .. .. JOHN T. ME 2 .• -,z.--.?...q *\), ' : STORRATER MANAGEMENT CONTROL PLAN CHARLES KIRSCH • I , APPLICANT: 1..v.. L 0 StandardStangater Retails PECO'NIC SUR ' oRS,Waf','::;-::.q-.- -.. o • 4 .• 1000-87-04-09. (631) 765-502 0 .X .Cf3pa'36.: •I 7•7 „ . ....... ,,,, ... 4,, ••• -,7 0'1 - S.C.T.M.#: • P.O. BOX 909 ,‘, .0..0,1 >T<1/%0•4 • '..••••:.;•••009 . EFFECTIVE9/11/13 Drawing .#: SMCP PROPERTY 555 WINDY POINT LANE 12.30 TRAVELE• dr 9, de- SOUTHOLD, N.Y. : ADDRESS: SOUTHOLD, N.Y.. °D.LANID - • . ' -..... ._ • . . , ( . ELEVATIONS & CONTOUR LINES REFRENCED TO N.A.V.D. SURVEY OF PROPERTY FLOOD ZONES FROM FIRM 36103C0166H AT BA YVIEW •• TOWN OF SO UTHOLD N . SUFFOLK COUNTY, N. Y. . , 1000-87-04-09 •` SCALE: 1'=30' MAY 20, 2014 JULY 8, 2014 (REVISIONS) S.R.F. CO, r '`• 1 EL . S6 Ss4.44. I MAR 232015 .1 3S O O4 o syec, OZ sg Ro4o •z U. P , O CONI EL . s3, / 47/ 4.3' 0 swyNER EL / 'V- -3! 24Si . ZONE Z TO EL AE cd 3.0' 3.5' 1Fv. E 0 STOUStu N TEST HALE Z EL 3.4 O in. r. ' 1-6 • 0.7 ELI.' EL. 3.6' Z .3.5' r ® _ (' .3 ". ,o TEST HOLE DATA -- N McDONALD GEOSCIENCE 04/29/14 O EL EL. 00.0' ' Y' 3 6 / // DARK BROWN LOAM OL EL / 1 1' BU .0a 4:0' /// / MHV // // BROWN SANDY CLAY CL EL E1. / / / 4.2' % / /S/2,3.2' / ��/// EL. j' - �+� 1./. . WATER IN BROWN SANDY CLAY CL 5ij�olkh.1� �, .�: 8 WATER IN BROWN SILTY SAND SM g TEl? IN PALE BROWN FINE SAND SP og� 17' • NOTE: WATER ENCOUNTERED 3.2' BELOW SURFACE ---/------1------- All = MONUMENT -c%>'""�"' . -;. AREA=1Q,212 SQ. FT. I F:. i-5, ,e r. �;.,, , n"'.j' `'✓IV. Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDI T7ON TO THIS SURVEY IS A VIOLATION .• /Q Nd"q ORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIQNS (631) • — 020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET _03 ry WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 ua GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES NYS ENERGY CODE COMPLIANCE - - '�" -""x """-r-I } CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R105.2 AIR LEAKAGE: MINIMUM DESIGN DEAD LOADS* AS PER ASCE 7-05 TABLE: NI102.1(I) � ,,, p _/" CONSTRUCTION, AIA DOCUMENT-201 TO BE A5 INDICATED ON DRAWINGS. OF THE RESIDENTIAL CODE OF N.Y.S. -JOINTS, PENETRATIONS, AND ALL i" ' . 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR OTHER SUCH OPENINGS IN THE LOAD INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 4t;, 'V, ALL SLOPED ROOF SHINGLES SHALL COMPONENT (psf) 4 �,,, �+ SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE BE GAF-GLASS-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 CEILINGS MAXIMUM MINIMUM fooD o'c.t�rat�.ELL NOT BE MADE WITHOUT WRITTEN h " ` " ' cc c 1 ' OF 150 INFILTRATION MIN. MAINTAIN MAXIMUM SHINGLES SHALL BE APPLIED OVER SEALED. GYPSUM BOARD (I/2-In.) 7.0 CLIMATE ZONE FENESTRATION SKYLIGHT CEILING HALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE } AUTHORIZATION BY THE ARCHITECT. 20 CFM THROUGH THE 15# ASPHALT FELT WITH -RECESSED LIGHTS MUST BE TYPE IC U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE - L E B DEPTH WALL R VALUE 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-in.) 1.0 TODD O'CONNELL,ASA REASONABLY CLEAN AT ALL TIMES. 10 CONT. OR 10 CONT. OR FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, PENETRATIONS, OR TYPE IG OR NON-IG SUSPENDED STEEL CHANNEL SYSTEM 2.0 4 0.55 O.6 38 13 5/10 1110 / 2FT. 1200Veierans Memorial Highway AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO NY5 ENERGY VALLEYS AND FLASHING. ROOFING RATED INSTALLED INSIDE AN 15 CAVITY 13 CAVITY 9 Y CONTRACTOR SHALL REMOVE ALL CONSERVATION CODE. FIREBOX TO BE CONTRACTOR TO PROVIDE ALL APPROPRIATE AIR-TIGHT ASSEMBLY COVERINGS, ROOF, AND HALL Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, COMPLETELY LINED WITH FIREBRICK. FLASHING NECESSARY FOR A WITH 0.5" CLEARANCE FROM ASPHALT SHINGLES 2.0 Hauppauge,NY 11788 ETC., CLEAN GLASS AND LEAVE WORK PROVIDE MIN. 8" FIREPLACE WALL WATERTIGHT, WEATHERPROOF JOB. COMBUSTIBLE MATERIALS AND 5" GYPSUM SHEATHING, I/2-in. 2.0 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 I/2-In.) 1.6 F{631}650-6667 SPECIFIED. THE CONTRACTOR SHALL FIRESTOPING BETWEEN COMBUSTIBLE ACCORDANCE WITH THE GARRY WORKMAN'S COMPENSATION HOOD FRAME CONSTRUCTION. MANUFACTURES SPECIFICATIONS. VAPOR RETARDER: RIGID INSULATION, I/2-in. 0.15 ZONING INFORMATION , . ....,C(516)658-0325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR -REQUIRED ON THE WARM-IN-WINTER SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 TOM O� 50UTHOLD �, "`'`0., ; ��:�- ;�° ALL SHALL COMPLY WITH STATE ANIS FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR SIDE OF ALL NON-VENTED FRAMED SECTION:8i BLOCK: 04 LOT(S): Oq i,';,;> I d* q' , i LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TROWELED OWNER'S APPROVAL, PRIOR TO CEILINGS, WALLS, AND FLOORS. BITUMINOUS, SMOOTH SURFACE i 5 FEMA FLOOD ZONE (AE-EL-6) s'" t4 '':" ;• ;;, .' CONTRACTOR SHOULD FULLY ON FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. WATERPROOFING MEMBRANE GUARANTEE HIS WORK AND THE WORKTHIS IS AN ARCHITECTS PLOT PLAN AND IS T S.S.G. 155 TYPE-I) MEMBRANE TO BE MATERIALS IDENTIFICATION: FLOORS AND FLOOR FINISHES ZONE: R-40 (I ACRE) REQUIRED EXISTING PROPOSED SUBJECT TO VERIFICATION BY A LICENSED OF HIS SUBCONTRACTORS FOR A -MATERIALS AND EQUIPMENT MUST BE LOT AREA 40,000 SQ.FT. 10,212 SQ.FT. EXISTING- NO CHANGE EXISTING-NON-CONFORMING SURVEYOR. INFORMATION OBTAINED FROM f'1-r� n h CONTINUOUS FROM TOP OF INSULATION CERAMIC OR QUARRY TILE (5/4-in.) ' �- "" "" • ' :'' PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS INSTALLED IN ACCORDANCE WITH THE16.0 LOT WIDTH 150 FT 102.6'4 FT EXISTING- NO CHANGE EXISTING-NON-CONFORMING SURVEY PREPARED BY: n' ,.' COMPLETION OF THE PROJECT UNLESSON I/2-In. MORTAR BED /1/,C,:;;,,- -)c.)` : `\, = JOHN T. METZ6�R- PEGONIG SURVEYORS, P.G. OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL MANUFACTURER'S INSTALLATION LOT DEPTH 175 FT 190.61 FT EXISTING- NO CHANGE ` 1230 TRAVELER STREET,SOUTHOLD, NY I1g71 !. , , FACED FIBREGLASS BATT INSULATION INSTRUCTIONS. HARDWOOD FLOORING, 7/1-in. 4.0 FRONT YARD 50 FT. 55.4 FT EXISTING- NO CHANGE P: 631-165-5020 F: 631-765-I"Iq-I "'�' - ` ' SHALL BE PERFORMED IN REAR YARD 50 FT. 48'-65/a" EXISTING- NO CHANGE EXISTING-NON-CONFORMING ', FIREBLOGKING BY JOHN MANVILLE OR APPROVED -MATERIALS AND EQUIPMENT MUST LINOLEUM OR ASPHALT TILE, 1/4-1n. 1.0 0 ;: , ACCORDANCE WITH GOOD BUILDING EQUAL, FOIL TO BE PLACED TOWARD IDENTIFIED 50 THAT THE COMPLIANCE REAR YARD TO DECK 3q'-5) " EXISTING- NO CHANGE EXISTING-NON-CONFORMING /• .3 SUBFLOORING, 5/4-in. 5.0 SIDE YARD (MIN) 15 FT. 3 FT. EXISTING- NO CHANGE EXISTING-NON-CONFORMINcS : _ �" PRACTICES. THE CONTRACTOR SHALL FIREBLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE 11/2" RIGID CAN BE DETERMINED. ,*: :. AS PER SECTION R502.I3 OF THE '' ,L" INDEMNIFY AND HOLD HARMLESS TRS FOAM INSULATION ON ALL EXTERIOR -MANUFACTURER MANUALS FOR ALL FLOORS, HOOD JOIST (no plaster-) 12-in. I6-in. SIDE YARD TO DECK lo'-EJ'a' EXISTING- NO CHANGE EXISTING-NON-CONFORMING ' _ ~"` OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK FOUNDATION WALLS FROM FOOTING INSTALLED HEATING AND COOLING JOIST SIZES (in.) O.G. O.G. SIDE YARD (AGC) 35 FT. 28'-5/4 EXISTING- NO CHANGE EXISTING-NON-CONFORMING ;,M ; -i.; AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONCEALED TO 6"BELOW FINISHED GRADE UNLESS EQUIPMENT AND SERVICE WATER LIVABLE FLOOR AREA 850 SQ. FT. 1,013 SQ.FT. EXISTING- NO CHANGE DRAFT OPENINGS (BOTH VERTICAL 2x6 6 5 LOT COVERAGE 20 % 12.07 % EXISTING- NO CHANGE AGAINST ALL CLAIMS, DAMAGES, OTHERWISE SPECIFIED. CARE SHOULD HEATING EQUIPMENT MUST BE ,„ 'LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). PROVIDED. 2x8 b b BUILDING HEIGHT 35 FT. 17'-Fa1 20'-6Y4° SE TAKEN NOT TO DAMAGE % R NUMBER OF STORIES 2 1/2 11/2 EXISTING- NO CHANGE ATTORNEYS FEES ARISING OUT OF d PROVIDE FIREBLOGKING IN FOUNDATION WATERPROOFING. -INSULATION R-VALUES AND GLAZINGIn RESULTING FROM THE PERFORMANG CONCEALED SPACES OF STUD WALLS U-FACTORS MUST BE CLEARLY 2x10 1 b S 6 co OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED4� FEMA ZONE tr m GLASS WINDOWS AND DOORS MARKED ON THE BUILDING PLANS OR 2x12 - 8 1 `� 43� $O, ' �' SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SPECIFICATIONS. FRAME PARTITIONS I \� O r EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONCEALED HORIZONTAL SECTIONRS08 OF THE RESIDENTIAL HOOD OR STEEL STUDS, 1/2-In. GYP. BOTH SIDES 8.0 `� RO ry BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE CODE OF N.Y.S. ALL GLASS IS TO SE DUCT INSULATION: I LI! Z it O OR DEATH OR TO INJURY TO OR FIREBLOCKED AT INTERVALS NOT INSULATED LOW-E UNLESS OTHERWISE -SUPPLY DUCTS IN UNCONDITIONED FRAME WALLS 1 `� Q DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. SPECIFIED. GLASS SUBCONTRACTOR ATTICS OR OUTSIDE THE BUILDING EXTERIOR STUD WALLS: NORTH SHED / 1 .6(OTHER THAN THE WORK ITSELF SHALL NOT INSTALL GLASS UNTIL MUST BE INSULATED TO R-8. 1:1) PLUMBING 2x4 ® I6-in., 5/8-in. GYPSUM,INCLUDING THE L055 OR USE PROPER CLEARANCES ARE -RETURN DUCTS IN UNCONDITIONED 11.0 ` J CONTRACTOR SHALL INSTALL WATER'' ATTICS OR OUTSIDE THE BUILDING NSULATED, 3/8-In. SIDING RESULTING THEREFROM). (B) IS PROVIDED. ALL SLIDING GLA55 �) Z CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS DOORS, SKYLIGHTS AND/OR WINDOWS MUST BE INSULATED TO R-4. 2x6 a. Ib-in., 5/5-In. GYPSUM, INDICATED. PROVIDE HOT AND COLD AS REQUIRED BY CODE, SHALL BE -SUPPLY DUCTS IN UNCONDITIONED INSULATED, 5/8-In. SIDING 12.0 i 76 F CONTRACTOR, R, OR OMISSION THE INSULATED TEMPERED GLASS. ALL SPACES MUST BE INSULATED TO R-8. wn_11Cu . o CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. 6 � ° � ALL HATER PIPING TO HAVE -RETURN DUCTS IN UNCONDITIONED EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 z I - _ Q O o F In W ANYONE DIRECTLY OR INDIRECTLYGLASS DOORS AND WINDOWS SHALL - EMPLOYED BY ANY OF THEM, OR CLEANOUTS AT ALL CHANGES OF BE INSTALLED IN STRICT SPACES (EXCEPT BASEMENTS) MUST * WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR in �id u,a H x 0 0 0 0 ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF ACCORDANCE WITH THE BE INSULATED TO R-2. PLASTER, ADD 5 ib/ft2 FOR EACH FACE PLASTERED. VALUES REMOVE EXISTING WOOD 1 EXISTING / a _°o T v i W VERTICAL WASTES. USE 4" CAST IRONGIVEN REPRESENT AVERAGES. IN SOME CASES THERE IS A STAIR AND PROVIDE NEW SHOWER / ll . F m O K°.. ed THEM MAY BE LIABLE REGARDLESS MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ONP r° a i o THROUGH FOUNDATION WALL PITCHED CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. EGRESSA STAIR,PLATFORM STALL TO / Qr d OF WHETHER OR NOT IT IS CAUSED I1N WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. AND HANDRAIL AND O REMAIN ON / 61191- ;(10 v w w PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE SEALED AS PER N.Y.S. ENERGY GUARDRAI'-COMPLY WITH W I GRADE / z °N Z°,o?m [A HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL SE AS CONSERVATION CODE REQUIREMENTS. DUCT CONSTRUCTION: PSEG REQUIREMENTS AND O a z u D CONFORM WITH TOWN OF 4 N 0 w n o z W ASSEMBLIES, AND METHOD OF FOLLOWS: PROVIDE FLASHING PANS UNDER ALL -ALL JOINTS, SEAMS, AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER SOUTHOLD CODE SECTION ...000............ / / o m` 3:n ,� aL CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" SLIDER, DOORS, AND WINDOWS WITHIN CONNECTIONS MUST BE SECURELY TABLE R3O1.1 OF THE RESIDENTIAL CODE OF NEW YORK 28.104-C2 ,:,o4_±_ Y rZ �' v LIMITED TO FORM-WORK, KITCHEN SINK I 1/2" A 6" OF AN EXTERIOR SURFACE. ALL FASTENED WITH WELDS, GASKETS, -t..30 SOFT. 5'-1O" '� ior ,„„_„<_v,6 . v ALLOWABLE ilk =��Q n�"UomE� z O BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" STRUCTURAL MEMBER / d' / „w w p z rX-p w 1/4) r- PLACING (- EXTERIOR DOORS ARE TO BE FULLY MASTICS (ADHESIVES), DEFLECTION 3.0' % ' offw zQwo� % ' RAISE / QQ� <ti -xz PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" WEATHER-STRIPPED. PROVIDE ALL MASTIC-PLUS-EMBEDDED-FABRIC OR 1 ' EXISTING / z u Ll ~ ° BE CAREFULLY SUPERVISED BY THE TOILET 5" SCREENS AND HARDWARE AS TAPES. DUCT TAPE 15 NOT RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 , Q v 2 w N to ° p} CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAINWITH NO FINISHED CEILING ATTACHED TO �'"' ;, FIRST FLOOR- m REQUIRED. ALL GLASS S TO BE FREE PERMITTED. 1 ' %. .' t 1,013 sQ.FT. / / o o s 5 Y '--Q k N t3 RAFTERS STRAP EX. 1, f "1//,/,/,'///, / �: Q� Q N w IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" OF SCRATCHES AND IMPERFECTIONS EXCEPTION: CONTINUOUSLY WELDED PROPANE ,r'.'Z,,'. //-, / (( Q Opp z l�v SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE AND GUARANTEED BY THE AND LOCKING-TYPE LONGITUDINAL INTERIOR WALLS AND PARTITIONS H/180 TANK AS PER / NO. 555 i,. ' RAISE EXISTING i Q v N u ua Q o z �, s, xN KFi= O FEMA ,,�,� I STORY DECK- t 204 / J ft:Too-w�w w�Q � AND GOOD PRACTICE. DEVIATIONS FROSTPROOF HOSE-BIBS AS MANUFACTURER FOR A PERIOD OF NO JOINTS AND SEAMS ON DUCTS FLOORS AND PLASTERED CEILINGS L/360 GUIDELINES ON j/ F SQ.FT-ALL EXISTING 3` J o N j w o a t FRAME r i w - w E- PROM THE DRAWINGS AND INDICATED ON PLANS WITH EASILY LESS THAN 5 YEARS. ALL WINDOWS TO OPERATING AT LESS THAN 2" w.g. ALL OTHER STRUCTURAL MEMBERS L/240 NEN , RESIDENCES 1 DECKING MATERIAL, / O' o *F o w Q BE ANDERSEN UNLESS INDICATED sl_AB 1 1i '2RESIDENCE//;,� FRAMING,ETC.TO w r- Q m tnui SPECIFICATIONS HILL NOT BE ACCESSIBLE DRAIN DRAIN-COCKS. (500 PA.) - i ,//,',;-':-; :-,V4:;,\ REMAIN-WITHOUT `�v w°o z cP a i_i u_ c PERMITTED WITHOUT WRITTEN THE WATER SUPPLY AND SEWAGE OTHERWISE. -DUCTS SHALL BE SUPPORTED EVERY EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 I Il'''//:/ .f ' ; . `®' GHAN6E-DECK TO / / i- 0-n r e m °o al AUTHORIZATION OF THE ARCHITECT. DISPOSAL SYSTEM SHALL COMPLY TO -a i` " REMAIN IN EXACT 3 x°w T a I 0 I o,_ Z 10 FEET OR IN ACCORDANCE WITH THE EXTERIOR WALLS - WIND LOADS° WITH BRITTLE L/240 O t ; ". a°w i_o w THE CONTRACTOR SHALL BE THE APPLICABLE COUNTYFINISHS°51. f s r '_ CONDITION AND 0 O cictF z�n -elu,J AND STAINING MANUFACTURER'S INSTRUCTIONS. 4` I ` , n.//:/‘ FOOTPRINT/ z °Q UQ Q w a RESPONSIBLE FOR THE SHOP DEPARTMENT OF HEALTH STANDARDS PAINTING , : / �� w i O o w K i i-o OC THE FOLLOWING 15 INCLUDED FOR THE -COOLING DUCTS WITH EXTERIOR EXTERIOR WALLS - WIND LOADS° WITH FLEXIBLE L/120 , O to ul z ui 3 i o .25''53 / t-1-Q4 -kno01-00 b DRAWINGS WHICH MAY BE NEEDED. AND REGULATIONS. APPROVAL OF CONVENIENCE OF THE PAINTING INSULATION MUST BE COVERED WITH A FINISHES ie" 0 ALL DIMENSIONS AND CONDITIONS ALL PLUMBING MUST BE OBTAINED CONTRACTORS AND ONLY AS AN VAPOR RETARDER. 1 DECK ��FFF 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 woe / / Z O CONTRACTOR TO REMOVE AUTHORITIES PRIOR TO CONGEALMENT. REQUIRED FOR VARIOUS SURFACES. IT RETURN AIR SYSTEM. a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 0'-6/4' ?'4,:..........1 .U) Z Z Z (D RELOCATE AS REQUIRED ALL PRIOR TO ORDERING, CONTRACTOR IS THE INTENT OF THESE -THE HVAC SYSTEM MUST PROVIDE A TIMES THE COMPONENT AND CLADDING LOADS FOR THE 1 osiosr EXISTING WORK WHICH INTERFERES SHALL SUPPLY CUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A MEANS FOR BALANCING AIR AND PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN I / WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT \ c: / THAT THE OWNER CHANGES, THE COMPLETE FINISH. ALL PAINTED WATER SYSTEMS. �" / o SITE WORKSURFACES MUST BE FULLY COVERED THIS PROJECT COMPLIES WITH THE 1 9 / CONTRACTOR SHALL CREDIT T THE STAKEOUT I5 TO BE PERFORMED BY A IN A UNIFORM MANNER TO BE TEMPERATURE CONTROLS: - 2010 RESIDENTIAL CODE OF NEW I 9 OWNER FOR THE FULL LICENSED SURVEYOR. STAKING AND ACCEPTABLE. -EACH DWELLING UNIT HAS AT LEAST NOTE: YORK STATE k LAYOUT ARE TO ESTABLISH ALL LINES SUBCONTRACTORS COST FOR THE INTERIOR HOOD SURFACES-APPLY TO ONE THERMOSTAT CAPABLE OF THE PLUMBING SYSTEM SHALL BE INSTALLED CHANGED UNIT. IN ACCORDANCE WITH THE REQUIREMENTS OF 1 m /� / AND BENCHMARKS. VERIFY ALL GIVEN LIGHTLY SANDED SURFACES, WALLS, AUTOMATICALLY ADJUSTING THE 1 CHAPTERS 25•-352 OF THE RESIDENTIAL CODE GOLD ROOF SNOW LOADS DATA ON DRAWINGS. IN CASE OF DOORS, FRAMES, TRIM, AND BASES, SPACE TEMPERATURE SET POINT OF NOTE: E DISCREPANCY, RECEIVE HVAC ONE GOAT HOOD FILLER OR STAIN THE LARGEST ZONE. . OF NEW YORK STATE. FOUNDATIONS CHAPTER 4 DESIGN AS PER ASCE 7-05 i CLARIFICATION FROM ARCHITECT SYSTEM TO BE DESIGNED BY OTHERS. AND TWO COATS MCKLUSKY'S THE MECHANICAL SYSTEMS SHALL BE 1 BASED UPON PRESUMPTIVE LOAD SLOPE ' CS GSL LIVE LOAD / PROVIDE PROPER SUPPLY TO ALL INSTALLED IN ACCORDANCE WITH THE _ p9 i�� riq PRIOR TO PROCEEDING. EXCAVATE ROOMS CONFORM WITH ALL STATE EGGSHELL FINISH NON-YELLOWING ELECTRIC SYSTEMS: BEARING VALUES OF SANDY GRAVEL (1.0) X (20 PSP) 20 PSF �,`F�� Oct' to REQUIREMENTS OF CHAPTERS 12-23 OF THE 5:12 AND BAGK FILL FOR WORK INDICATED POLYURETHANE. -SEPARATE ELECTRIC METERS ARE AND/OR GRAVEL AT 2000 LBS PER ' 9 D AND LOCAL CODES. RESIDENTIAL CODE OF NEW YORK STATE. 4:12 ON DRAWINGS. STOCKPILE TOPSOIL GYPSUM BOARD- MINIMUM ONE GOAT REQUIRED FOR EACH DWELLING UNIT. SQUARE FOOT. CONTRACTOR TO (0.14) X (20 PSF) 11 PSF 1 d _� THE FUEL GAS SYSTEM SHALL SE INSTALLED CONSULT ENGINEER IF DIFFERENT SOIL 5:12 OBTAINED FROM STRIPPING DRIVEWAY PRIMER AND TWO COATS FLAT PAINT. IN ACCORDANCE WITH THE REQUIREMENTS OF (0.�1) X (20 PSF) 18 PSF I �V, `� AND BUILDING SITE. STOCKPILE ALL EXTERIOR HOOD SURFACES- TWO FIREPLACES: MATERIALS ARE FOUND UPON ~ ~ CHAPTER 24 OF THE RESIDENTIAL CODE OF 6:12 (0.52) X (20 PSF) 16 PSF 00 �� EXCAVATED MATERIAL. NEW AND GOATS EXTERIOR GRADE STAIN. -FIREPLACES MUST BE INSTALLED EXCAVATION OR TEST HOLE, FOR 1 i ° -� i i NEW YORK STATE. 7:12 (0.74) X (20 PSP) 15 PSF EXISTING BACK FILL MATERIAL AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM WITH TIGHT FITTING NON-GOMBUSTABLE ALTERNATIVE FOOTING AND 1 /t� U� I- . . ' '' 0 p Q O TOPSOIL ARE TO BE FREE OF WEEDS, JOISTS RAFTERS AND STUDS SHALL ONE COAT ZING CHROMATE AND TWO FIREPLACE DOORS FOUNDATION WALL DESIGN 8:12 (0.67) X (20 PSF) 13 PSF V� -( TREE ROOTS, ROOKS AND DEBRIS. BE CONSTRUCTION GRADE DOUGLAS COATS EXTERIOR ENAMEL. -FIREPLACES MUST BE PROVIDED NOTE: �1:12 (O.6) X (20 PSF) 12 P5F I_. '---L---‘-- ; v U V Z 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 : ;.:J ►n 1- UNSUITABLE FOR BACK FILL MATERIAL WOOD SILLS AND HOOD IN CONTACT QUALITY PITTSBURGH, PRATT B AS REQUIRED BY THE FIREPLACEAPR 1 3 2015T MAXIMUM SPAN OF 8-O FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMED I I:I2 (0.52) X (20 PSF) 10 PSF N p dJ SHALL BE REMOVED FROM THE SITE. WITH MASONRY SHALL BE AGQ. ALL LAMBERT, DUTCH BOY. GABOTS, CONSTRUCTION PROVISIONS OF THE BUILDINGS. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACH _12:12 (0.44) X (20 PSF) 1 P5F_ T O p PROTECT ALL TREES WITHIN EIGHT EXTERIOR SHEATHING SHALL BE 1/2 MCKLUSKYS, OR APPROVED EQUAL. BUILDING CODE OF NEW YORK STATE, MENT HARDWARE. ATTACHMENT HARDWARE TO BE IN COMPLIANCE WITH TABLE - FEET OF THE BUILDING. PROPER CDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE THE RESIDENTIAL CODE OF NEW YORK APPROVALS MUST BE OBTAINED SUB-FLOORS TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS STATE OR THE NEW YORK CITY R301.2.1.2 OF THE NEW YORK STATE BUILDING CODE. (SEE BELOW) -- - - , -- BEFORE COVERING ANY EXCAVATED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS BUILDING CODE, AS APPLICABLE. - - HARM ROOF SNOW LOADS WORK. BE COVERED WITH "TYVEK" HOUSE APPROVAL. TABLE R501 .2.1 .2 : W }INDBORNE DEBRIS PROTECTION FASTENING AS PER ASCE 1-05 > WRAP OR APPROVED EQUAL. BLOCK SERVICE WATER HEATING: SCHEDULE FOR WOOD STRUCTURAL PANELS SLOPE CS GSL LIVE LOAD PLOT PLAN 1� CONCRETE BLOCK STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD -WATER HEATERS WITH VERTICAL - '3:12 (0.85) X (20 PSF) I? PSF SCALE: I" = 20'-O" ALL CONCRETE BLOCK 15 TO HAVE AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R102.5.2. PIPE RISERS MUST HAVE A HEAT TRAP FASTENER SPACING "DUR-O-WALL" REINFORCING EVERY PLYWOOD. PROVIDE SOLID BLOCKING THROUGHR702.3.6 OF THE ON BOTH THE INLET AND THE OUTLET 4:12 (0.5) X (20 PSF) 16 PSF THIRD COURSE. FILL TROP COURSE AND DIAGONAL BRACING OF FLOOR RESIDENTIAL CODE OF N.Y.S. GYPSUM UNLESS THE HATER HEATER HAS AN FASTENER TYPE 4 FOOT 6 FOOT 5:12 (0.74) X (20 P5F) 15 PSF IU SOLID. MORTAR MIX TO BE ONE PART JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE INTEGRAL HEAT TRAP OR 15 PART OF PANEL SPAN < PANEL SPAN < PANEL SPAN 5:12 (0.61) X (20 PSF) 13 PSI- kn PORTLAND GEMENT, ONE PART LIME SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM A CIRCULATING SYSTEM. <_4 FOOT < 6 FOOT < 8 FOOT (0.5) X (20 PSF) 12 PSF PUTTY, AND SIX PARTS SAND, OR ONE UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" -INSULATE CIRCULATING HOT WATER 1:12LI PART MASONRY CEMENT AND THREE ALL CAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE PIPES TO THE LEVELS ON TABLE I. 2-I/2 #6 WOOD SCREWS IC 12 Q 8:12 (0.56) X (20 PSF) II PSF < l "i PARTS SAND. AND NAILED BOTTOM CAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. 2-1/2" #8 WOOD SCREWS _ 16" Is" 12" 1:12 (0.51) X (20 PSF) 10 PSF - V v z _ CONCRETE END OF STUDS. LAP CAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES CIRCULATING HOT HATER SYSTEMS: 10:12 (0.48) X (20 P5F) 10 PSF Z < t- NO CONCRETE OR MASONRY WORK CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE -INSULATE CIRCULATING HOT WATER 11:12 (0.44) X (20 PSF) 1 PSF' In ill _1 tr SHALL BE DONE DURING OCCURS, USE MIN. 16GA SHEET METAL COATS OF JOINT COMPOUND. ALLOW PIPES TO THE LEVEL-5 ON TABLE I. 12:12 (0.38) X (20 PSF) 8 PSF v, Q TEMPERATURES OF 40 DEGREES F. JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN COATS. TABLE I : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES D Z )-- AND FALLING. NO CONCRETE SHALL APPROVED EQUAL. ALL CORNERS TO FINAL COAT TO BE SANDED SMOOTH. HEATING AND COOLING PIPING WALL KEY O z BE PLACED ON FROZEN SURFACES. BE MINIMUM 5/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON INSULATION: INSULATION THICKNESS IN INCHES BY PIPE SIZES O CONCRETE SHALL SE AIR ENTRAINEE7. SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND -HVAC PIPING CONVEYING FLUIDS HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS - - n/ il Q EXIST TO BE REMOVED l� TOTAL AIR CONTENT (PERCENT BY NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. ABOVE I05°F OR CHILLED FLUIDS TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA }- VOLUME OF CONCRETE) SHALL NOT BE FOR STUDS, JOISTS AND BEAMS SHALL BELOW 55°F MUST BE INSULATED TO 170-180 _ 0.5 1.0 1.5 2.0 Q LESS THAN 5% OR MORE THAN 7% BE 5 1/2", USE DOUBLE JACK STUDS ELECTRICAL THE LEVELS IN TABLE 2. 140-160 0.5 0.5 1.0 1.5 TABLE R�01.2( ) NYS RESIDENTIAL CODE EXIST TO REMAIN Z • FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THEGROUND SNOW LOAD 20 PSF O ADDITIVES SHALL BE ALLOWED 100-130 0.5 0.5 0.5 1.0 WITHOUT WRITTEN PERMISSION OF THE LENGTH. SEE NAILING SCHEDULE WHICH NATIONAL ELECTRICAL CODE AND ALL NOTES: CEILING LIVE LOAD 20 P5F NEW HOOD FRAME GNST ARCHITECT ALL CONCRETE IS TO Bl REFERS TO NEW YORK STATE CODE STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO SECOND FLOOR LIVE LOAD 30 PSF nO "i In 0 MIN. 5,500 P.S.I. AT 28 DAYS 4,000 R.506 4 R.501 CODES AND REGULATIONS. ALL THE START OF WORK. FIRST FLOOR LIVE LOAD 40 PSF - T NEW POURED CONCRETE D_ _- to PSI FOR GARAGE SLAB. PROVIDE ALL CIRCUITS SHALL BE MINIMUM 15 AMP. WIND SPEED 10 MPH O [. SLEEVES AND FOUNDATION VENTS AS NOTE: POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINI .UM INSULATION THICKNESS FOR HVAC PIPES 4x4 POST UNLESS OTHERWISE (�/ THIS BUILDING HAS BEEN DESIGNED AS AWG. CONVENIENCE OUTLETS SHALL WITH ROD B SHELF, ALL LINEN SEISMIC DESIGN CATEGORY B 0 NOTED "`- z REQUIRED BY NYS CODE. UNLESS PER THE AMERICAN FOREST AND BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5WEATHER INDEX SEVERE fl_ INDICATED, ALL FOUNDATION PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE - HOLD DOWN AS NOTED FOOTINGS ARE TO BE A MIN. 8" DEEP PAPER ASSOCIATION (AF it WOOD FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" FROST LINE DEPTH 5 FEET PROJECTING 6" ON EACH SIDE OF TIRE AND FRAME CONSTRUCTION MANUAL ALL SWITCHED TO BE LOCATED 36 TERMITE MODERATE TO HEAVY HARD WIRED SMOKE 0 FOR ONE AND TWO-FAMILY ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS FOUNDATION WALL. PROVIDE TWO #4 DECAY SLIGHT TO MODERATE OO DETECTOR W/ BATTERY DWELLINGS (ANSI/AFB PA WFGM-2001) OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 DEFORMED BARS CONTINUOS IN THE WINTER DESIGN TEMPERATURE II° BAGK-UP Ok RECOMMENDED LAMPS IN ALL LOW TEMPERA""UR� 120-200 0.5 1.0 1.0 1.5 d V FOOTING. ALL 4" THICK CONCRETE It i) ALL NON-ENGINEERED LUMBER FIXTURES. 4. ALL BATHROOM FIXTURES AND STEAM GONDENSA'I E ICE SHIELD UNDERLAYMENT REQUIRED YES " 80 CFM FAN TO EXTERIOR iS" p SLABS TO HAVE 6X6 10/10 WELDED i TO SE DOUGLAS FIR #2 OR BETTER FAUCETS TO BE SUPPLIED BY OWNER FLOOD HAZZARDS AE-EL 6 WIRE REINFORCING. ANCHOR BOLTS IN (FEED WATER) ANY 1.0 1.0 1.5 2.0 - z • AND INSTALLED BY CONTRACTOR HARD HIRED CARBON MONOXIDE T N N CONCRETE SHALL BE HOOKED 5/8" y< COOLING SYSTEMS DETECTOR W/ BATTERY BAGK-UP TI t�- O 12" AT MAX. 5' D.G. PROVIDE BITUMENCHILLED WATER, REFRIGERANT 201-250 1.0 1.5 15 2.0 MIN 12" A.F.F. AS PER SECT. 1225.2 - EXPANSION JOINTS BETWEEN SLABS 5. FINISHES TO BE SUPPLIED ] AND FOUNDATION WALLS. BY OWNER AND BRINE - 120-200 0.5 1.0 1.0 1.5 NYS CODE : O Ti d QU SIE DENOTES EGRESS WINDO' -7 14 tr)U Ll S ..• y .. w 11 I TABLE 3.11 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TABLE 3.118 SEGMENTED SHEARWALL SIDEWALL SHEATHING REQUIREMENTS TABLE 3.1 NAILING SCHEDULE AS PER ANSI/AF,$PA WFGM-2001 AS PER ANSI/AFBPA WFGM-2001 AS PER ANSI/AFBPA 1/1/41FGM-2001 NUMBER OF i' '` ,e'''-.-.ryN_ `M'"$`='N" .-4(-7.--).�l,7 NUMBER OF NAIL SPACING jNT1SjjTjNj_ GOMMONNAILSNAILjAjNS STRUGTURAL'SHEATHING OR PANEL SIING' THREE SECOND GUST110JOINT DESCRIPTION COMMON NAILSMAXIMUM NAIL SPACING FOR 8d COMMON WIND SPEED (MPH) ,STUD SPACING , „ ANAILS (INCHES O.G.)SHEATHING LOCATION (INCHES, O.G.) SHEAR WALL LINE BUILDING END WALL MIN. LENGTH OF FULL _ _ _ 110 MPH ZONE 120 MPH ZONE BENEATH HEIGHT SHEATHING ON �,�s r�� fi:N r r HALL HT. LENGTH, W (FT.) RAFTER TO TOP PLATE (TOE-NAILED): / E F E F BUILDING SIDEWALL. L (FT) n : chi E 1 C. 12" O.G. SPACING 8 (2) Sd •R " • • - ROOF 8 CEILING 12 1.6 ;,,� 10 (2) 8d PER RAFTER GREATER • FIELD 12" O.G. 6 12 6 12 --- r _ EDGE / 4' EDGE ZONE 16 2.1 IS" O.G. SPACING 8 (3) 8d DIAGONAL BOARD SHEATHING / 16" O.G. 6 12 6 12' 20 2.1 `ODD O'CONNELL,AEA PER RAFTER I"x6" OR I"x8" (2) Sd PER SUPPORT INTERIOR ZONE 12" O.G. 6 12 6 12 24 3.2 10 1200 Veterans Memorial Highway (3) 8d 16 O.G. 6 12 6 12 28 3.5 J Y CEILING JOIST TO TOP PLATE (TOE-NAILED): HALL HT. 1"x10" OR HIDER (3) 8d PER SUPPORT 32 4.3 Suite 120 12" O.G. SPACING 8 (2) 8d SHEATHING SIZE STUD SPACING MINIMUM NUMBER OF Sd COMMON 36 4.8 Hauppauge,NY 11788 ' (2) 8d PER JOIST I. NAILING REQUIREMENTS ARE BASEDON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL (INCHES, 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 %0 50 6.1 P(631)650-6666 IS" O.G. SPACING 5 (3) Sd FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED Ix6 OR 1x8 SHEATHING 12-11.2 2 2 60 8.0 (631)650-6667; (3) Sd PER JOIST • TO MAINTAIN LOAD PATH. lx10 OR LARGER 12-11.2 3 3 10 1.4 ` _C(516)658-0325 G= CEILING JOIST TO PARALLEL RAFTER (FANAILED): ROOF SPAN SHEATHING 0 10. rt 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE ROOF,CEILING, 4 I FLOOR20 5.6 GROUND SNOW LOAD 20 PSF 12'-0" 24'-0" 36'-0" REDUCED TO I-ISD NAIL PER FOOT. E = NAIL SPACING AT PANEL EDGES (INCHES) 24 b7 <a °!`�,i ` ,� 'l,,^ ',,,'� ^ 12" O.G. SPACING 3:12 PITCH (4) 16d (1) I6d (10) I6d EACH LAP F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) / 16" O.G. SPACING 3:12 PITCH (5) Ibd (q) I6d (13) 16d EACH LAP 3. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL 28 1.5 a>�+� 1!?Y"f;ffmf.t;;,:s ,nV y:is REQUIREMENTS. I. FOR HALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 32 8.1 12" O.G. SPACING 4:12 PITCH (3) Ibd (5) Ibd (8) I6d EACH LAP ATTACHMENTS SHALL BE USED 36 10.0 ' Ib" O.G. SPACING 4:12 PITCH (4) I6d (1) Ibd (10) I6d EACH LAP RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 3.4A ANSI/AFBPA WFGM-2001): 1 40 11.1 ,e."--'', -77-7"-----.„_ I. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUDFRAME % 50 13.9 `.'1\''`;:- ' :', :', \, MEMBERS WITH G > 0.41. ` 12" O.G. SPACING 5:12 PITCH (3) 16d (4) Ibd (6) I6d EACH LAP 60 16.1 I6" O.G. SPACING 5:12 PITCH (3) I6d (6) I6d (8) I6d EACH LAP 2. TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B FOR FRAMING MEMBERS WITH 0.42 < G <0.41, THE NAIL SPACINGS SHALL BE REDUCED TO 610 11.4 " '', 12" O.G. SPACING -7:12 PITCH (3) I6d (3) I6d (5) Ibd EACH LAP INCHES O.G. 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 1:12 PITCH (3) Ibd (4) I6d (6) Ibd EACH LAP ROOF, CEILING, 4 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 TORE 28 11.5 SUBSITUTED FOR COMMON NAILS :zepifi-c. : -� ,12" O.G. SPACING 1:12 PITCH (3) Ibd (3) Ibd (4) 16d EACH LAP32 13 5FN 4. TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING / 16" O.G. SPACING 1:12 PITCH (3) Ibd (3) Ibd (5) 16d 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 40 16.8 12" O.G. SPACING 12:12 PITCH (3) Ibd (3) I6d (3) Ibd EACH LAP RIDGE TENSION STRAP CONNECTION (TABLE 3.6A ANSI/AFBPA WFGM-2001): IS" O.G. SPACING 12:12 PITCH (3) I6d (3) Ibd (4) led 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 0.10 FOR FRAMING NOT LOCATED TABLE 3.25 BOTTOM PLATE TO FOUNDATION CONNECTION 11 I GROUND SNOW LOAD 20 PSF 12'-0" 24'-0" 36'-o" WITHIN 8 FEET OF BUILDING CORNERS AS PER ANSI/AF4PA WFGM-2001 1 bO 25.3 (4) I6d (1) I6d (10) Ibd EACH LAP THREE SECOND GUST 10 29.5 /II 12" O.G. SPACING 3:12 PITCH2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B 110iv V tr 16" O.G. SPACING 3:12 PITCH (5) 16d (ci) I6d (13) I6d EACH LAP HIND SPEED (MPH) 50 33.1 12" O.G. SPACING 4:12 PITCH (3) I6d (5) Ibd (e) Ibd EACH LAP 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT N ANCHOR BOLT COMMECTION SUPPORTING SPACING (IN.)'2''° I. TABULATED LENGTH REQUIREMENTS ASSUME A BUILDING LOCATED IN .. 0 16" O.G. SPACING 4:12 PITCH (4) I6d (1) I6d (10) Ibd EACH LAP (0.5 X 10 PSF) RESISTING EXPOSURE B # 4. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPACING, FORDIFFERENT RIDGEZ 12" O.G. SPACING 5:12 PITCH (3) Ibd (4) Ibd (6) Ibd EACH LAP 1/2" ANCHOR BOLT 2. TABULATED SHEATHING LENGTHS ARE BASED ON BFT. WALL HEIGHTS. v 16" O.G. SPACING 5:12 PITCH (3) Ibd (6) 16d (8) Ibd 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 J RIDGE CONNECTION SPACING (IN.) 12 16 11.2 24 48 12 LATERAL AND SHEAR 30 12" O.G. SPACING 1:12 PITCH (3) 16d (3) I6d (5) I6d EACH LAP MULTIPLIER 1.00 1.33 1.60 2.00 4.00 6.00 LOADS MULTIPLIED BY H/8. 5/8" ANCHOR BOLT IS" O.G. SPACING 1:12 PITCH (3) I6d (4) I6d (6) 16d EACH LAP 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO I AND THE FRAMING IS 1-3 STORIES 3. TABULATED LENGHTS ASSUME HALLS ARE SHEATHED AS SPECIFIED IN v Z 12" O.G. SPACING 1:12 PITCH (3) Ibd (3) I6d (4) I6d EACH LAP ATTACHED IN ACCORDANCE WITH TABLE 3.1. THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED. 45 SECTION 3.4.4.2. FOR OTHER SHEATHING MATERIALS THE TABULATED LENGTHS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE IS" O.G. SPACING 1:12 PITCH (3) 16d (3) I6d (5) 16d EACH LAP I. PERSCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 ADJUSTMENT IN TABLE 3.11D. S. WHEN COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH END OF w na q Q w F 0 12" O.G. SPACING 12:12 PITCH (3) I6d (3) I6d (3) I6d EACH LAP THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d COMMON NAILS IN A STEEL STRAP, OR THE NUMBER OF 4. MINUMUM LENGTH OF FULL HEIGHT SHEATHING SHALL NOT BE LESS THAN o -7-z~In 0 a a 16" O.G. SPACING 12:12 PITCH (3) 166 (3) I6d (4) Ibd EACH LAP 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL AND SHEAR 126 BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IOd BOX NAILS IN A STEEL THE MINIMUM REQUIRED TO SATISFY THE MAXIMUM SHEAR HALL SEGMENT �w a w°�6 0 0 0 STRAP. LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Q N r o 0 0 COLLAR TIE TO RAFTER (FACE-NAILED) SPAN ASPECT RATIO LIMITATION IN TABLE 3.I1D. =u,o z w LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.20) OR e F m o r v w --+ 12'-0" (2) 8d LATERAL AND SHEAR LOADS (TABLE 3.23), FOR OTHER ANCHOR BOLT u_0.10_1-1 Q i-o p I6'-O" (2) Sd TABLE 3.8 WINDOW SILL CONNECTION LIMITATIONS SEE SECTION 3.2.1."1 AND 3.2.2.3. 5. TOTAL ROOF SPAN SHALL NOT EXCEED 36FT. BASED ON 3.1.3.4o. ,)z o u,o w a • AS PER ANSI/AFBPA WFGM-2001 ENDWALL WIDTHS UP TO SOFT. ARE SHOWN FDR USE WITH THE INSCRIBED z v zo w m 20'-0" (5) 8d BUILDING PROVISIONS OD 3.1.3.3c. a 16 Q z w z w l- p 3:12 PITCH TREE SECOND GUST 3. TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS N° o o W 24-O (3) Sd PER TIE 110 w p HIND SPEED (MPH) ASSUME HALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. o z �'r)v w 6 w 0 V 28'-0" (4) Sd FOR OTHER HALL SHEATHING TYPES THE TABULATED ANCHOR BOLT Q i-f z n o z v 32'-O" (4) 8d WINDOW SILL SPAN REQUIRED LATERAL CAPACITY OF SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE w i K a*N°°w°vi 2 CONNECTION AT EACH END OF ,,, ,0,-00,-, 36'-O" (5) 8d (FT.) WINDOW SILL PLATE (LBS.) ADJUSTMENT FACTOR IN TABLE 3.11D, BUT IN NO CASE SHALL ANCHOR BOLT o i Q*,o z a i-a w v E- 12'-0" (2) 8d 2 132 SPACING EXCEED 6 FEET ON-CENTER. o(_il-. 1-1_z Q p ui z-QwoQ 16'-0" (2) Sd 116 -ap)_ 4 265 4. FOR THREE SECOND GUST HIND SPEEDS GREATER THAN 110 MPH, WITH A �,w w a o a Q w m 20'-O" (2) 8d 6 311 TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, o - ri~Q° z < i- 4:12 PITCH 24'-0" (3) 8d PER TIE 8 521 LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM <° o D-o l g o z w o 28'-O' (3) 8d l0 661 TABLE 3.5. w F w_Q VII-10p_ 36'-0" (4) 8d 12 114 Lo>uli°wwcwF wad u*.�uILD 12'-0" I) Sd 14 126 16 IO58 TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS k)N 13 o<m a o~° 1111 16'-0" (2) 8d A5 PER ANSI/AFBPA WFGM-2001 N )-Q H o �towi� ion Z 20'-0" (2) 8d Quw)�oulZ�1Nw K I. TABULATED UPLIFT AND LATERAL CONNECTION THREE SECOND GUST 110 Q Q= Q <w a 5:12 PITCH 24'-O" (2) 8d PER TIE REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED HIND SPEED (MPH) w �owQzQw�� 28'-0" (3) 8d BY 0.12 FOR FRAMING NOT LOCATED WITHING 8 FEET i Q Q y m o o 0 o o p 32'-0" (3) 8d OF BUILDING CORNERS. BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT ANCHOR BOLT COMMECTION SUPPORTING SPACING (IN)'2 36-0" (3) 8d RESISTING t Z Z Z [p I-3 STORIES _ 12'-O" (I) 8d 2. TABULATED FRAMING LOADS ASSUME A BUILDING 16'-0" (2) 8d LOCATED IN EXPOSURE B. 8 FT. END ZONES 20'-O" (2) Sd RAFTER / CEILING JOIST HEEL JOINT CONNECTION (TABLE 3.1A ANSI/AFBPA WFGM-200I): 39 6:12 PITCH 24'-O" (2) Sd PER TIE UPLIFT LOADS 28'-O" (2) Sd I. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHEDINTERIOR STORIES INTERIOR ZONES 90 32'-0" (3) Sd 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER 45 36'-0" (3) Sd OR RIDGE BEAM 12'-0" (I) 8d I. PERSCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 16'-0" (2) Sd 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD SEARING 20'-0" (2) 8d HALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS 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 1:12-12:12 PITCH 24'-O" (2) Sd PER TIE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 5.2C) OR 0 25'-0" (2) Sd 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) 8d LIMITATIONS SEE SECTION 3.2.1.1 AND 3.2.2.3. to 36'-0" (5) 8d 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY p (� ZLii BLOCKING TO RAFTER (TOE-NAILED) (2) Sd EACH END 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE Q RIM BOARD TO RAFTER (END NAILED) (2) I6d EACH END BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE _1 ,y HALL FRAMING p"� THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: UPLIFT STRAP CONNECTION REQUIREMENTS -_� CEILING HEIGHT/ HEEL JOINT T FACT TION (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 5.45) (V �1! TOP PLATE TO TOP PLATE (FACE NAILED) (2) Ibd PER FOOT ROOF RIDGE HEIGHT NNE ADJUSTMENT FACTORS FASTEST MILE HINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) p Q o O0 TOP PLATE AT INTERSECTIONS (FACE NAILIED) (4) 16d JOINTS - EACH SIDE 1/2 2 FRAMING FRAMING STUD TO STUD (FACE NAILED) (2) I6d 24" O.G. 1/3 1.5 SPACING ROOF SPAN (FT.) 110 MPH SPACING ROOF SPAN (FT) 110 MPH HEADER TO HEADER (FACE NAILED) 166" •.0. ALONG EDGES1/5 1.25 (IN.) NAILS IN EA. END OF (IN.) NAILS IN EA. END OF TOP OR BOTTOM PLATE TO STUD HALL HT. 1/6 1.2 0/4"x20 GAGE STRAP IY4"x20 GAGE STRAP ry O N Q (END NAILED): 8 (2) I6d 1/10 1.11 i 10 (5) Ibd 12'-0" (2) 8d 12-O (2) 8d 4- m O A 12 (4) 166 PER STUD 16'-0" (2) 8d 16'-0"0 (2) 8d - 12" O.G. SPACING 14 (4) I6d TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 20I-0" (2) 8d 20'-0" (3) 8d ti 16 (4) Ibd AS PER ANSI/AFBPA WFGM-2001 12 24'-0" (2) ad 112 24'-0" (5) 8d 18 (4) 166 STRUCTURAL SHEATHING MAXIMUM 25'-0" (2) 8d 25'-0" (3) 56 20 (4) 166 RAFTER/TRUSS NAIL SPACING FOR 8d COMMON 32'-0" (3) 8d 32'-0" (4) 8d 8 (2) I6d SHEATHING LOCATION' SPACING NAILS (INCHES, O.G.) 36'-0" (3) 801 36'-0" (4) 8d 10 (3) Ibd (INCHES, O.G.) 110 MPH ZONE 120 MPH ZONE , 12'-O" (2) 8d 12'-0" (3) 8d 12 (4) I6d E F E F 16'-0" (2) 8d 16'-0" (3) 8d PER STUD 20'-0" (2) 8d 20'-0" (3) 8d ILI 16" O.G. SPACING 14 (4) I6d 12" O.G. 6 12 6 12 I6 (4) 166 INTERIOR ZONE IS" O.G. 6 12 6 12 16 24 18 (4) Ibd 24'-O' (3) Sd 24'-O' (4) 8d v 20 (4) I6d 12" O.G. 6 122 6 122 25'-0" (3) 8d 25'-0" (4) 8d PERIMETER EDGE ZONE 16" O.G. 6 122 6 6 32'-0" (3) 8d 32'-0" (5) 86 1�- V Z - BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, (2) I6d' PER FOOT LLI ENDJOIST, OR BLOCKING (FACE NAILED) GABLE ENDWALL RAKE OR RAKE TRUSS S 5 4 4 36'-O" (4) Sd 36'-0" (5) 8d W/ LOOKOUT BLOCK FLOOR FRAMINGZ < r GABLE ENDWALL RAKE OR RAKE TRUSS 6 6 6 b '' , JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) (4) 8d PER JOIST W/O RAKE OVERHANG BRIDGING TO JOIST (TOE NAILED) (2) 8d EACH END RAFTER/TRUSS V I BLOCKING TO JOIST (TOE NAILED) (2) 8d EACH END SHEATHING SIZE SPACING MINIMUM NUMBER OF 8d COMMON BLOCKING TO SILL OR TO TOP PLATE (TOB NAILED) (3) 166 EACH BLOCK (INCHES, O.G.) NAILS PER SUPPORT 0 0 (3) I6d EACH JOISTv I LEDGER STRIP TO BEAM (FACE NAILED) I � D- Q JOIST ON LEDGER TO BEAM (TOE NAILED) (3) 8d PER JOIST Ix6 OR Ix8 SHEATHING 12-11.2 2 2 14. BAND JOIST TO JOIST (END NAILED) (3) 166PER JOIST 1x10 OR LARGER 2 3 3 Q Q O BAND JOIST TO SILL OR TOP PLATE (TOE SAILED) (2) I6d1 12-11. U PER FOOT SHEATHING X l, ZF. ROOF SHEATHING E = NAIL SPACING AT PANEL EDGES (INCHES) ,`n' O STRUCTURAL PANELS 8d *SEE TABLE 3.10* F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) O V 1 DIAGONAL BOARD SHEATHING I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF V I"x6" OR I"x8" (2) 8d PER SUPPORT THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED I"x10" OR HIDER (3) 8d PER SUPPORT V CEILING SHEATHING 2. TABULATED 12 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTACHEDTO RAFTER/TRUSS FRAMING MEMBERS �.?. "..,.L.,•,..,.., l� WITH G > 0.41. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.41, THE NAIL SPACING SHALL BE REDUCED BY 6 I1NCH. O.G. t' Z GYPSUM WALL BAORD 5d COOLERS 1" EDGE / 10" FIELD I : i) IL WALL SHEATHING 3. TABULATED 6 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTACHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH - APR 1 3 2015 I j o ' STRUCTURAL PANELS 8d *SEE TABLE 3.11* O C . 5 > 0.49. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.41 THE NAIL SPACING SHALL BE REDUCED BY 4 INCH. FIBERBOARD PANELS 4. TABULATED 4 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTACHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH --f: :7,..:: - . G > 0.41. FOR FRAMING MEMBERS WITH G < 0.42 5 < 0.41, THE NAIL SPACING SHALL BE REDUCED BY 3 INCH. O.G. 0 V 1/16" bd' 3" EDGE / 6" FIELD F- W 25/32" 8d° 3" EDGE / 6" FIELD 5. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B et z0 j ci GYPSUM HALL SAORD 56 COOLERS 1" EDGE / 10" FIELD HARDBOARD 8d *SEE TABLE 3.11* Z PARTICLEBOARD PANELS 8d *SEE MANUFACTURER* _ �1 Q Z • DIAGONAL BOARD SHEATHING I I"xb" OR 1"x8" (2) 8d PER SUPPORT O 0 v I"x10" OR WIDER (3) 8d PER SUPPORT 0 ki USE SIMPSON Z-MAX OR HOG CONNECTORS �� " r.l.e.of'. TO INCREASE CORROSION RESISTANCE ,1 u u u o'G o N N k.i.i PROVIDE HOLD DOWNS AT FOR ALL HARDWARE IN CONNECTION ALL CORNERS AND BOTH W/AGQ LUMBER. a_ c h e c i P, L. �v OR GREATER IN W D H SIDES OF OPENINGS DEGKIN- ' WALL STUDS ® 16" O.G. TODD O'CO�iIV1E1.L,ALA�� 1 4 1200 Veterans Memorial Highwa \\ Suite 120 CONNECTION OF MULTIPLE Hauppauge,NY 11788 .�: PIECES OF TOP-LOADED BEAMS '\ DOUBLE 2X STU► �� `. NOTE: P(631)650-6666 ALL STRAPPING TO BE /� SIMPSON HDU5-5D52. INSTALLED AS PER MANUFACTURES 13% Width Pieces: F(631)650-6667 SPEGIFIGATIONS AND NYS CODE • " 12" ' : C(516)658-0335. _ MIN. 12 PENETRATIOIII / 16 Ga. STRAP TIES MANUFACTURED ;.. .. INTO FOUNDATION EX. BOTTOM PLA BY SIMPSON STRONG-TIE CONNECTORS • Minimum of 3 rows 16d (3Y") nails at 12" o.c. 4, rs ° ;�, . . 4„ , /P EX. RIM JOIST ODEL No. G516 OR APPROVED EQUIVALENT. for 14" and deeper beams s„�F , ;T, ;Q Y STRAP TO HAVE MIN. 12" BEARING ON THE STUD L �, AND WRAP UNDER SILL PLATE AT FOUNDATION. • Nailed connections require an additional row of ss« HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A i q OR APPROVED EQUIVALENT AT EVERY �/ �� 0.1„. . nails when nail size is smaller than specified (1111Pr,,;°:001,14#11:.: "" J ; DECK JOIST t, =EAM TO JOIST CONNECTION BOTH SIDES \,� �I �� above (minimum 0.131 x 3.25 )BEA 1 „/ 3�”WidthPieces:' r► POST GAP MANUFACTURED BY SIMPSON '. STRONG-TIE CONNECTORS MODEL LED 52-2/4 (BC46 ® TRIPLE BEAM) �/ EX. 5UB FLOOR \1' OR APPROVED EQUIVALENT INS AL • Minimum of 2 rows Y" bolts atA5 PER MANUFACTURES SPECIFICATIONS I EX. FLOOR JOISTw24" o.c. staggered �� ' .,li •x4 AGQ COLUMN44.'‘,"0.1°' `\ r'' COLUMN BASE MANUFACTURED BY SIMPSON STRONG-TIE Additional nailing or bolting may be ��' ODEL No. GB044-5D52 INSTALLED AS PER MANUFACTURERS �� required with side-loaded multiple member SPECIFICATIONS OR APPROVED EQUIVALENT t_ I 1 beams. Refer to current product literature. ""A `'' 12". P.GONG. 50NOTUBE iIII ►'� I I i 11 036" BELOW GRADE MIN. ' ki0010 . , =LOCKING A5 REQUIRE FOR STRAPPING IA USE SIMPSON Z-MAX OR HD& CONNECTORS CONC. BLOCK PIER ,' 1 ' TO INCREASE CORROSION RESISTANCE COLUMN BASE MANUFACTURED BY SIMPSON STRONG-TIE FOR ALL HARDWARE IN CONNECTION MODEL No. CBQ SERIES- SIZE A5 REQUIRED FOR VARIOUS BEAM WIDTH 1i` Ci USE SIMPSON Z-MAX OR HDG CONNECTORS W/ACQ LUMBER. --. INSTALLED A5 PER MANUFACTURERS TO INCREASE CORROSION RESISTANCE SPECIFICATIONS OR APPROVED EQUIVALENT Z # FOR ALL HARDWARE IN CONNECTION h4 4 BEAM GONNE TI ON D TII 0 / \ W/ AGQ LUMBER. I,�I I f i / •HOLD �OY�tl V DETAIL 3 1101 SCALE: N.T.S. Z 0 <L _ J > SCALE: 3/4" = I'-o" FOUNDATION STRAPPING DETAIL z SCALE: 3/4" = I'-O" m W °4* o QFinEL g0.N_V \./ EX. WALL CONSTRUCTION TO EX. FINISH FLOOR TO REMAIN— F<:::::!I :r)-t }FREMAIN— MODIFY AS REQUIRED— REMOVE AND REPLACE x 1-WowEX. FINISH FLOOR TO REMAIN— STRIP 2'—O" IN HEIGHT DAMAGED FINISH FLOOR oz ~vNv°—x��410 PORCH STRAPP I NC DETAIL REMOVE AND REPLACE SIDING,ETC. DOWN TO ;1 "IN—KIND" AS REQUIRED ,� 3 = o OaN�:::::::::1 l- DAMAGED FIINISH FLOOR SHEATHING AROUND PERIMETER �j o ,*° 1:1Wvt- SCALE: 3/4" = I'-O" REMOVE AND REPLACE Q i-a°,w o e:61 "IN-KIND" AS REQUIRED �� EX. SUB-FLOOR TO REMAIN- Q Q 91-Q QTO ALLOW FOR NEWSTRAPPING- CONTINUE SIDING ► DAMAGED SUB-FLOOR "IN-KIND" z`�,n°wri eEX. FLOOR CONSTRUCTION TO EX. SUB-FLOOR TO REMAIN- PAST BLOCKING TO PIER o o o �;REMAIN AND BE RAISED- REMOVE AND REPLACE .1� AS REQUIRED ooio zWlla `/,— iz=N�°l 1OPROVIDE NEW FLOOR JOIST DAMAGED SUB-FLOOR IN-KIINDEX. FLOOR CONSTRUCTION TO I �� HURRICANE ANCHORS MANUFACTURED v~ Ian - WHERE INDICATED -SEE FLOOR A5 REQUIREDREMAIN AND BE RAISED- 1 a o>w=o°-9(ALT BY SIMPSON STRONG-TIE CONNECTORS a 0 a z x a.1-6,..0 l_ PLAN FIRST FLOOR CANTILEVER AND BLOCK DOWN ►. \ FIRST FLOOR MODEL No. H2.5A OR APPROVED N m w o o °-6,.o i r xkNN��)NPoo al ,I EQUIVALENT AT EVERY JOIST TO e WALL TO FLOOR STARPPING � _�",�o N��o� z 1' GIRDER CONNECTION BOTH SIDES _ Q o a o NEW 5/4" EXTERIOR GRADE PLYWOOD THROUGHOUT CLG. CANTILEVER VARIES �- HURRICANE ANCHORS VERIFY BEAM QUANTITY AND SIZE- SEE ( w z a z z 0 0 z 0 o * MANUFACTURED BY FLOOR PLAN ' , PLYWOOD EXTERIOR GRADE GHOUT 1-1-«1-0001_00 0 p SIMPSON STRONG-TIE 11 r NEW /EXIST. BEAM-V.I.F.- STRAP BEAM TO ( ;k FLOOR AND PIER AS REQUIRED WITH CONNECTORS MODEL No. BLOCKING AS REQUIRED BOLTED TO BEAM " APPROVED STRAPPING H2.SA OR APPROVED TO SECURE FLOOR STRAPPING �I ( NEW BEAM-V.I.F.- STRAP z z z m 2"x6" AGQ PLATE EQUIVALENT AT EVERY I 1I J i" I BEAM TO FLOOR AS REQUIRED O JOIST TO GIRDER WITH APPROVED STRAPPING TERMITE SHIELD--T I . \ 2 CONNECTION BOTH SIDES TERMITE SHIELD- 1, _I ii IL o I6"x16" G.M.U. PIER • II w — = IU • I I — CO w FILLED SOLID-QUANTITY AND HEIGHT I p } O • TO BE DETERMINED IN FIELD 4 w ' `� w \ ( I / r 'n w BEAM TO PIER ANCHOR u w dJ � Q � ,r �/ ' tXz dJ OQ STRAPPING BY SIMPSON ` 4 z 0 Di (2)5/8"x12" HOOKED ANCHOR },( +t O Di s } Q d-1 Orr 'c BOLT ® 6" O.G. `°' V p SEE DETAIL 3/A.5 FOR STRAP DETAIL V Vp r 2u- � Z r 1 I U_ fl to • (Y I6"x16" G.M.U. PIER : p E lu FILLED SOLID-QUANTITY AND HEIGHT . d <, •` - 11.1 z z W PROVIDE ICE PROTECTION AS PER RQ052.1.I WHICH �, TO BE DETERMINED IN FIELD to u -i - CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT r d d I- > CEMENTED TOGETHER OR A SELF-ADHERING POLYMER [A LQ 1 MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVES ct \ \ v 12 EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL RADE RADE to of r EXIST. LINE OF THE STRUCTURE V.I.F. p 0 O EXISTING R.R. • 16" O.G. AND BATT INSULATION •„. dAPp,. -.Ara -- EXISTING I/2” CDX PLYWOOD SHEATHING _ ' , ' W #4 HOOKED RE BARN d 0 p #4 HOOKED RE-BAR n I I ` m 0 .rP NEW HURRICANE ANCHORS ,,, MANUFACTURED BY SIMPSON Z •,� Al I I Z .I 'dy STRONG-TIE CONNECTORS MODEL No. - I - 1 1 ik ,, H2.5A OR APPROVED EQUIVALENT AT I , 1 1 40 EVERY RAFTER TO PLATE I I II j REMOVE EXISTING AND REPLACE WITH m 11 \ f(l I NEW ASPHALT SHINGLES TO SELECT (2)4'4 REBAR ' I 11 <, 4 I OVER 15* BUILDING FELT (2 EACHWAY •EACH WAY Oda.. -MIN. 3" CONC. SURROUND . _ -MIN. 3" CONC. SURROUND �`` \ ', EXISTING FASCIA " " *'� ' de , ll 11 kn EXISTING G.J. ® I6" O.G. :11 \ \ \ \ • JLI ►1' �1 EXISTING ALUMINUM GUTTERS ,� ,ii NEW TYVEK HOUSE WRAP W/LEADER L J II = L — J ill • " NE RIGID INSULATION Jit, — J V 1 � � z - .� NEW I/2 POLYSTYRE - _ _ EXISTING BATT. INSULATION 11 NEW SIDING- MODIFY FOR NEW STRAPPING U 12"0 SONO TUBE FILLED WITH .I) 12"0 SONO TUBE FILLED WITH 0 kn O Z 1/2" CDX PLYWOOD SHEATHING 3,500 PSI CONCRETE W/ 3,500 PSI CONCRETE W/ I • (4) *5 VERTICAL STEEL \ (4) #5 VERTICAL STEEL I ' ' D_ Q 4I EX. 2x4 STUDS 0 16" O.G. \ REINFORCING EARS N, REINFORCING BARS 1 Ill IQIi._ HELICAL STEEL PILE /' HELICAL STEEL PILE ;. _� O �) 11) V z 1 � Q. APA 132015 a tr 7 `t 9 n ROOF STRAP I NO 6) INTERIOR PIER FOUNDATION DETA 11... ©EXTERIOR 'I OU1�D TI Oil D T, I • 3 SCALE: 3/4" = 1'-O" ' •3SCALE: 3/4" = i'-O" SCALE: I" = I'-O" w ' tr,TH.---r,,r,'.,-- ' ,Z1.1), GENERAL NOTES . , x I. ALL HABITABLE ROOMS AND t iZ° ' : NOTE: ALL FASTENERS/ CORRIDORS SHALL BE SUPPLIED WITH I;. -i #{ HARDWARB FOR INTERWIRED FIRE/SMOKE AND CARBON 'uuu a'cr�Nr t��_ PRESSURE TREATED WOOD ►VOT>=: BUILDING MATERIALS USEE3 THE MONOXIDE DETECTORS WITH BATTERY R N I : E , 1 PC TO BE HOT DIPPED OR i GALVANIZED AS PER R31a.3 DESIGN FLOOD PLAIN SHALL COMPLY WITH REMOVE EXISTING WOOD BACKUP AS PER NFPA 72 AND N.Y.S. RCNYS 8324.1.1. ALL WOOD, INCLUDING FLOOR STAIR AND PROVIDE NEW BUILDING CODE SEG. RSIS TODD O'CONNELL,AIA 3/4 / SHEATHING AND STAIRS, SHALL BE /-3'-5" / 6'-O" / EGRESS STAIR, PLATFORM PROVIDE NEW 4" / 24'-4 5'-6" PRESSURE-PRESERVATIVE-TREATED IN se" HIGH " AND HANDRAIL AND 1200 Veterans Memorial Highway �4-6 �� 2. ALL ELECTRIC. WORK SHALL BE Suite 120 ACCORDANCE WITH AWPA UI FOR THE SPECIES, GUARDRAIL $ CLEAR GUARDRAIL COMPLY WITH PERFORMED IN STRICT ACCORDANCE Hauppauge,NY 11788 THICK GONG. (w/ bxb �— 77 _ .: ., ;;• . PRODUCT, PRESERVATIVE AND END USE OR BE HANDRAIL PSEG REQUIREMENTS AND W.W.M.) PAC AT END ';"= •..'' • OF STAIRoR THE DECAY-RESISTANT HEARTWOOD OF pia.•..,,' , •:`+':4 of `;• WITH SPINDLES CONFORM WITH TOWN OF WITH THE LATEST EDITION OF THE N.E.C. STRINGER SUPPORT- -\-- --u -- o- - REDWOOD, BLACK LOCUST OR CEDARS. SPACED LESS SOUTHOLD CODE SECTION P(�'31)650-6666 PRESERVATIVES SHALL BE LISTED IN SECTION THAN 28.104-C.2 F(631)650-6667 TVP. J 4. ALL CONDITIONS AND DIMENSIONS I --c. —>n—m I 4" APART TO C(516)658-0325 ry ry 4 OF AWPA UI. TO BE VERIFIED IN FIELD BY THE 1-0-1`4--I x-xH EXISTING CONC. MATERIALS AND INSTALLATION METHODS USED CODE-TYP. REMOVE EXISTING I cv cv cv cv I FOR FLOORING AND INTERIOR AND EXTERIOR GENERAL CONTRACTOR AND REPORT SLAB WITH EX. , f�'sd,r;r;; cr ` a E «� "". PORCH, FOUNDATION " -'-10' . f DRAIN TO REMAIN WALLS AND WALL COVERINGS SHALL 1 EXISTING SHOWER ANY DISCREPANCIES TO ARCHITECT a..A,>� ,.a , ',.. r. �,a AND SUPPORTS IN _� s,';:„ ,� ,.' CONFORM TO THE PROVISIONS OF STALL TO REMAIN ON PRIOR TO START OR CONTINUATION I~ �'`� "'`°i' ' P�'%"`) ENTIRETY TO ALLOW FEMA/FIA-TB-2 __ 1_1 GRADE- DETACH, FOR NEW EGRESS r1 2-.2x6 AG �1� - - OF WORK ,K-,__ •. MODIFY AND STAIR ABOVE t n' .' I RELOCATE SHOWER *'`- - ' " I - V I DN 8R ®t8-I/8" /:,:-/..\':.\l'-‘,71:::".':::.'''''-:,,,,::., ,.ti'' __ ti ..;,: LI - -� - 1 TREADS ® 10" XISTING BODY CONTROLS AS 5. NO GALV. NAILS OR CONNECTORS IN .._,' �,C.r", - 2"x8" AGQ F.J. • 16" O.G. 0 OI j ©• I • TDOO ' REQUIRED TO a C~ � ,` _• NOTE: CONDITIONS DRAWN AND NOTED uI SH.' ,; DWELLING AGO. LUMBER ARE PERMITTED. ALL �. � ACCOMMODATE � cn m I I O A5 EXISTING ARE TO SE CONFIRMED AT CONNECTORS AND FASTENERS FOR AGO � �, ' r I2' MIN. / TO -= MAIN LUMBER MUST BE STAINLESS STEEL OR START OF CONSTRUCTION.ARCHITECT IS ELEVATION �- . - HOT DIPPED GALVANIZED G-185. _4111"41 ....'°a, d LI-HI 5-3/4 r-... I TO BE NOTIFIED IM :DIATEL.Y OF ANY E.M. /1"01.(�) 2x8 Q ` DISCREPANCIES II-- cQ J3) 2x1 ACQ (3) 2 to 't � DIS 4" I I I 6. AS PER N.Y.S. CODE SEG. R5IO - L., + "� I EX. WINDO I� `��W 12 EX. WINDOW EACH HABITABLE ROOM , ; i 1 '1 O `sza L R O SHALL HAVE _..., L - u. - u_ v L 0 - GP AT LEAST ONE OPERABLE WINDOW (:') :., '.' 0 6. o HELICAL PILE Q FOR EMERGENCY EGRESS WITH A 1 �1 0 �I o Zo �I �, to NOTE: 2 EX. RELOCATE EX. -- MINIMUM CLEAR OPENING OF 5.7 SQ. I'-4" 6'-4T/8" /I'-4" 6'-3" N '-4" n 6'-4143"/1'f' r HELICAL PILES TO BE PLACED - O u1 PANEL METER TOS111 _ QELECTFT. (GRADE FLOOR OPENINGS SHALL I n 7 x Y i Y x "-� I �i - MAXIMUM OF 8'-0" O.G. ALONG EXISTING T PROPER HT.- HAVE A MINIMUM CLEAR OPENING OF m I Ill u� u w I FOUNDATION WALL. VERIFY WITHtr 5.0 SQ. FT.). THE MIN. HT. OF �eI I 1 I N Im� - AT ALL FOUNDATION CORNERS/INTERSECTIONS w ' UTILITY OPENINGS TO BE 24" AND MINIMUM (V cv - = - 4-1 AND SUPPORTS ` COMPANY �- -I iv nWIDTH TO BE 20 AND THE BOTTOM dil_ JANA& �� I I c` I I - UNDER ALL PIER FOOTINGS cv _ —r _-�i _ '�' ` _ - _ OF OPENINGS NO HIGHER THAN 3'-8" z #E IST. GIRDER- V,t®•'. I . LIST. GIRDE-4- A.F.F. v 0 Li 1J - - 7. ALL WOOD POSTS SHALL BE BUILT I'-4" 4'-5/2" (1'-4'/ 4'-53/8" ,� '_ " 4'-35/8" A'-4" 4'-61/4" /1' O UP WITH (2) 2X4'5 NAILED TOGETHER W/ z QUANTITY AND li o ' Q I IOd NAILS o 5" O.G. UNLESS OTHERWISE 2-0" x PLACEMENT OF FLOOD Z I EX. CONC. PIER TO `p VENTS MAY VARY BASED NOTED m I I •t BE REMOVED IN II I I `r ON TOWN REQUIREMENTS 2-0 0 ENTIRETY-V.I.F- m I D S. ALL FRAMING SHALL COMPLY WITH w a w • 11/4-- ,:.,:„.:,; :. �� TYPICAL t� I _ '- THE 2001 HOOD FRAME CONSTRUCTION o ' z Y F 1 . reCOMPACTED THROUGHOUT >� t1 = : MANUAL. w o �°0 0 NOTE: HELICAL PILES TO w w �y ? wry J,, :- GRADE I ' I- DWELLING -�, �� w a I F in a w V 0 .' .... I I BE ENGINEERED BY , ill OTHERS , , Q. ALL EXTERIOR PORCH/DECK/ ` o =3 0 m E -CO R IN Q I.! STAIR FRAMING TO BE AGO N F J o a w � ,' .'. PROVIDE GRAVEL - f"„ A BASE -COORDINATE 0.'i -111 WITH OWNER = w el w 1 LUMBER-U.O.N. m-oP - o tt ALL EXISTING 1 ! j F zoz mw- PLUMBING z ��zU�o�:n PROVIDE WEW 4 pI o IX � / ; I 10. ALL ELECTRIC TO REMAIN ANDo N a°THICK GONG. (w/ 6x6 x ; o Nmu� EXISTING - I ELECTRICAL, v w w A 2"x8" F.J. ® I6" OC. 1-d �' MECHANICAL, ETC. ,1. MODIFIED TO ACCOMMODATE NEW i w c z a 6 z to v W.W.M.) PAP FOR m N THAT INTERFERES NEW SLAB FOR - } CONSTRUCTION. FINAL ELECTRIC TO T~ (N P o Q ro o p v OO PROPANE TANK NEW CRAWL SPACE P � WITH NEW WORK TO EX. PROPANE BE DETERMINE IN THE FIELD oc�1` -�* -W oQ= SUPPORT- VERIFY b H.W. w F o OPEN THROUGHOUT I 147 7 BE REROUTED, TANK- STRAP 1- z Q o Q a w 6 z Q FINAL LOCATION INHTR z< - o o a F� MODIFIED, PROPANE TANK Q')N w l w .1 p FIELD LLi I �' I _� 1 I. ALL ENGINEERED LUMBER TO BE w w Q z>o a 4 m REMOVED, ETC. AS WITH CLADDED AND SEAL AS REQUIRED 013 - You,‹> ~ LL 0 12'-17/8" d s TI- - TO PROTECT AGAINST THE V-0 ,W9086/ �u REQUIRED TO GALVANIZED 48' N N w > ESTABLISH PROPER LONG x%" 0011- p ALL NEW DWELLING GIRDERS I ' NOTE: DOUBLE ALL F.J. WORKING DIAMETER I+' WEATHER ENVIRONMENT- U.O.N. E nX F 0. TO BE PARALLAM P5L 2.0E I =ry UNDER PARALLEL WALL I � CONDITION-ALL DOUBLE-HEAD :::"<z" wvPARTITIONS ABOVE \ DAMAGED EXISTING GROUND ANCHOR !I NEW HVAC MITSUBISHI NEWHVAC CONDENSER ow wFOR EXTERIOR USE UNLESra i WALL HUNG HEAT AND UNIT ON WALL BRACKET- e m o E oin OELECTRICAL WIRES, WITH 6" SINGLE t•OTHERWISE NOTED- ALL O EXISTING x A/C COMPRESSOR UNIT- BOLTED TO WALL ° ozmEXISTING GIRDERS TO BE x t- ETC. AND PLUMBING HELIX AUGER AS2"x8" F.J. m 16" O.G. N INSTALL AS PER STUD-INSTALL AS PER En Q N-z o NOTE: VERIFY ALL BEAM LINES TO BE PER FEMA x w iV oz AGQ LUMBER- V.I.F. AND I 1 mMANUFACTUS WRITTEN MANUFACTURESWRITTENo ,�wm u I SUPPORT LOCATIONS REMOVED AND GUIDELINES-V.I.F. O REPLACE "IN-KIND" IF r -I INSTRUCTION- INSTRUCTIONS-VERIFY oa= Q w ILI BEFORE START OF WORK REPLACE- VERIFY Q ,u,uv w QxREQUIRED �. COORDINATEWITHOWNER z_ FINALLOCATIONINFIELDI*a $dl o o r„ ALL CONDITIONS IN IT -11«! Q MAKE AND MODEL OF 3 AND COORDINATE WITH I I NOTE: GRADE UNDER I I I ,c I `; FIELD UNITS- TVP. X OWNER 1 DWELLING TO BE I- _ PROVIDE s/a" �. u1 I _I EQUAL OR GREATER f EXTERIOR GRADE I o THEN EXTERIOR PLYWOOD m I 11145\k2 Z Z z m 417 I ! GRADE-V.I.F. -RAISE EX. ifi F • I _ g /A\ 0 � a o AS REQUIRED THROUGHOUT I CI Q I in 14 I Ab %ag z 4 I N 4-53/4 / 4'/ 4-5/q I 4-33/4 / -4 4-61/8 h ' I LX On j DEMOLITION NOTES: — — 14+ — NEW HELICAL XI. REMOVE PARTITIONS SHOWN TO BE , Mil IST. GIRDER- v r 1 T. GIRDER- PILE- (TYP) tl• EX. WINDOWS to EX. WINDOW ® REMOVED AS NOTED ON DWGS.- SHORE AS ammummums I ' - '� .•� I- '� - I I _ REG?ID AT LOAD BEARING PARTITIONS I--r -1 I- - -J L - L - _J >_J 2. CONTRACTOR SHALL BE CAREFUL AS TO E 0 NEW I6" XI6" CMU PIER NOT DAMAGE EXISTING CONSTRUCTION THAT CONTRACTOR TO REFER TO :.. W/3O INC HI " P. GONG " NREMAIN AND SHALL REPAIR ANY OF THESE I o I tt EGR AND DESIGN Ulz FOOTING WITH HEL. PILE o \ _ O O DAMAGES AS REQUIRED.o ® X PROFESSIONAL SCOPE QQ x N 7 ( ) LETTER (6100 FORM) REPORT 9 zQ3' Q LUw m FOR ADDITIONAL 3 k. 3. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR m INFORMATION ON REPAIR- X X REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, zH >I'-4" 6'-47/8" /I'-4" : b'-3" /I -4'Y 6'-4�/8" '-14" ALLOWANCE FOR DAMAGEDwQ PLUMBING AND HEATING LINES THAT INTERFERE O. CONSTRUCTION THROUGHOUTWITH NEW CONSTRUCTION. m (3)=2x10 AGO I (3) 2x10 ACO (3) 2x10 ACO _ k-� FIRST FLOOR EX. WINDOWS w EX. WINDOWS Q Q r-I---�– +1 1 Lairs -� —I- 7 r — I�1. I -' i �- t� - Tr4 w 2) 2x10 AGO O 2x10 AGC. %to, (2) 2x10 AG RAISED DECK FOUNDATION RAISE EXISTING STAIRS 4 GUARD NOTE: T A ' r L J L J L J J DECK- t 204 � � (NI Q 1/4 1.:.1 1' REMOVE EXISTING DIMENSION TO SQ.FT.-ALL / (TO COMPLY WITH 8311 $ R512) , , > > ti;,. LEDGER BD AND EQUAL EXISTING EXISTING -STAIRWAYS SHALL NOT BE LE55 THAN 36" IN to O 15: , , j DIMENSION- DECKING REPLACE WITH NEW BEAM CLEAR WIDTH ABOVE THE PERMITTED LINE OF EXISTING W IL§ VERIFY IN FIELD MATERIAL, RAISED DECK w w FRAMING, HANDRAIL HEIGHT AND BELOW THE REQUIRED y ABoti/E R p EXISTING AGQ Q REMOVE EXISTING DECK O REMAIN- WITHOUT HEADROOM HEIGHT IR L2 x8 D.J. ® I6 o.Gl lln a I FOUNDATION AND II! o p CHANGE- DECK is V.I.F. kr) SUPPORTS IN ENTIRETY TO REMAIN IN -MINIMUM HEADROOM HEIGHT TO BE 6 - N x N -MAX. RISER SHALL NOT EXCEED SY4 w u NOTE: PROVIDE GHCAR WALL HOLD DOWN EXACT CONDITION " 12"� SONO TUBE FILLED 6 AND FOOTPRINT -MIN. TREAD SHALL NOT BE LESS THAN 9 BETWEEN FOUNDATION AND FIRST FLOOR soLIDGONG W/3500pe1 AS PER SECTION 3.4.4 OF W.F.C.M. 2001 -STAIR PROFILE: NOSINGS SHALL NOT BE LESS CONCRETE MIN. 36" 6 0T-3/4" 4-10/4" I T-5)/4" • b" BELOW GRADE (TVP) rilig r -1 r ' 1 r �,-1 DN SR C±5-I/8" THAN 3/4" NOT MORE THAN Ui" Ill 15T. GIRDER-V.I.F. 4,N - EXIST. GIRDER- V.I.F. t 4"X4" AGQ 1 TREADS ® 10" -HADRAILS SHALL BE PROVIDED ON AT I vW —+ Vj _- __ v I I POST (TYP) LEAST ONE SIDE OF EACH STAIRWAY WITH ,( 'U L - J= L -I ___ I— J L — I TWO OR MORE RISERS. TOP OF HANDRAIL nn�� -- SHALL NOT BE LESS THAN 34" AND NOT V v z — ---�---u 24"X24"X12" MORE THAN 38 . ALL REQUIRED HANDRAILS Z < LINE OF NEW P. CONC. FTG. (TVP) SHALL BE CONTINUOUS TO THE FULL LENGTHIll 'U _J I x I LINE OF NEW ^ - EGRESS STAIR EGRESS STAIR OF THE STAIRS FROM DIRECTLY ABOVE THE 1-� I_ ABOVE I N__ N _N 1 AND HANDRAIL TOP RISER OF A FLIGHT TO A POINT — Z )- f1 , in TO EXISTING t, __ f, _ f, I RAISED DECK DIRECTLY ABOVE THE LOWEST RISER OF THE 0 0 O Z • FLIGHT. ENDS SHALL BE RETURNED OR SHALL I 1N-1-1IL Q 7. -7-._. : . _ TERMINATE IN NEWEL POSTS OR SAFETY /- iL }_ -1 TERMINALS. HANDRAILS ADJACENT TO A WALL (N O ,145'-0"--71/ 1�/ SHALL HAVE A SPACE OF NOT LESS THAN V2" 1LI Z 1_ BETWEEN THE WALL AND THE HANDRAIL. O - n - / 8'-2%" / 4'-0" / 8'-2%" / HANDRAILS SHALL NOT PROJECT MORE THAN O n O 41'2" ON EITHER 51 DE OF THE STAIRWAY. D_ P/ th th / 20'-43/4" / -GUARDS/RAILINGS ARE REQUIRED FOR ANY SURFACE 30" ABOVE FLOOR OR GRADE. O V `h / 24'-43/4" / -GUARDS/RAILINGS SHALL NOT HAVE A GAP V 6 OF PASSAGE OF MORE THAN 4" O.G. Q– z -BOTTOM RAIL TO TREADS SHALL NOT HAVE A GAP OF PASSAGE OF MORE THAN 6" Q POUNPAT I ON PLAN P I RST FLOOR PLAN SPHERE Q w SCALE: 1/4" = I'-O" SCALE: I/4" = I'-O" 7 tt 0 k t- < ItJ yl z • 0 4 Q -3 Q Q �. GENERAL NOTES '4 f ,.. .�, . I. ALL HABITABLE ROOMS AND ,',.,, ~;F,., CORRIDORS SHALL BE SUPPLIED WITH HUD GPD GREEN BUILDING RETROFIT CHECKLIST 10,...V...1.146.111.11 I NTERW I RED FIRE/SMOKE AND CARBON THE GPD GREEN RETROFIT CHECKLIST PROMOTES ENERGY EFFICIENCY AND GREEN BUILDING PRACTICES FOR :4J(./ t) C.O N N L L L RESIDENTIAL RETROFIT PROJECTS.THE CHECKLIST 15 BASED ON THE NSP GREEN SINGLE FAMILY AND MULTI j R i.. n ' t C. • P. t MONOXIDE DETECTORS WITH BATTERY FAMILY HOUSING REHABILITATION SPECIFICATIONS DEVELOPED UNDER THE NEIGHBORHOOD STABILIZATION clef BACKUP AS PER NFPA 72 AND N.Y.S. PROGRAM(NSF).ADDITIONAL DETAILED INFORMATION FOR EACH MEASURE IS PROVIDED IN THE BUILDING CODE SEG. R5I5 SPECIFICATIONS. GRANTEES SHOULD FOLLOW THE CHECKLIST IN ITS ENTIRETY AND APPLY ALL MEASURES TODD O'CONNELL,NA 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 Memorial Highway 2. ALL ELECTRIC WORK SHALL BE SPECIFIED GREEN IMPROVEMENTS,PRODUCTS,AND FIXTURES ONLY WHEN REPLACING THOSE SYSTEMS DURING Suite 120 • PERFORMED IN STRICT ACCORDANCE THE NORMAL COURSE OF RETROFIT. Hauppauge,NY 11788 • WITH THE LATEST EDITION OF THE N.E.G. 1NATER AND ENERGY CONSERVATION MEASURES P(631)650-6666 4. ALL CONDITIONS AND DIMENSIONS la 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- 1.28 GPF;URINALS-0.5 GPF;SHOWERHEADS- 2.0 GPM;KITCHEN FAUCETS-2.0 GPM;AND "�'"""';'..'.aP•"`""`'""'"''.'"°''"">" "Tr.r.."''° ANY D I SGREPANG ES TO ARCHITECT BATHROOM FAUCETS 1.5 GPM. ;'il'SY"�' r " �,� �'. ,* PRIOR TO START OR CONTINUATION ® ENERGY STAR APPLIANCES eo"r It=an i ;: ,.,4,.-,: : OF WORK INSTALL ENERGY STAR-LABELED CLOTHES WASHERS,DISHWASHERS,AND REFRIGERATORS, IF THESE APPLIANCE CATEGORIES ARE PROVIDED IN UNITS OR COMMON AREAS. 5. NO GALV. NAILS OR CONNECTORS IN If AIR SEALING: BUILDING ENVELOPE r"'r -'r-- ,-..., . SEAL ALL ACCESSIBLE GAPS AND PENETRATIONS IN THE BUILDING ENVELOPE WITH LOW-VOC AGQ. LUMBER ARE PERMITTED. ALL CAULK OR FOAM. F-v�C,<i.,. ,`';._- CONNECTORS AND FASTENERS FOR AGO / r�° •"/ LUMBER MUST BE STAINLESS STEEL OR ® INSULATION: ATTIC(IF APPLICABLE TO BUILDING TYPE) FOR ATTICS WITH CLOSED FLOOR CAVITIES DIRECTLY ABOVE THE CONDITIONED SPACE,BLOW IN HOT DIPPED GALVANIZED G-185. INSULATION PER MANUFACTURERS SPECIFICATIONS TO A MINIMUM DENSITY OF 3.5 LBS.PER CF. FOR '...• I ATTICS WITH OPEN FLOOR CAVITIES DIRECTLY ABOVE THE CONDITIONED SPACE, INSTALL L, ' . 6. AS PER N.Y.S. CODE SEC. RSI0 INSULATION TO MEET OR EXCEED 2001 IECC LEVELS. .:', , , 10:r'-` EACH HABITABLE ROOM SHALL HAVE u INSULATION FLOORING(IF APPLICABLE TO BUILDING TYPE) AT LEAST ONE OPERABLE WINDOW INSTALL > R-I1 INSULATION IN CONTACT WITH THE SUB-FLOOR IN BUILDINGS WITH FLOOR SYSTEMS :,R FOR EMERGENCY EGRESS WITH A OVER VENTED CRAWL SPACES. INSTALL A 6-MIL VAPOR BARRIER IN CONTACT WITH 100%OF THE • ,• KY, MINIMUM CLEAR OPENING OF 5.'1 SQ. FLOOR OF THE CRAWL SPACE(THE GROUND),OVERLAPPING SEAMS AND PIERS AT LEAST b INCHES. FT. (GRADE FLOOR OPENINGS SHALL ® DUCT SEALING(IF APPLICABLE TO BUILDING TYPE) 1!N HAVE A MINIMUM CLEAR OPENING OF IN BUILDINGS WITH DUCTED FORCED-AIR HEATING AND COOLING SYSTEMS,SEND ALL PENETRATIONS 11) OF THE AIR DISTRIBUTION SYSTEM TO REDUCE LEAKAGE IN ORDER TO MEET OR EXCEED ENERGY IT 5.0 SO. FT.). THE MIN. HT. OF STAR FOR HOMES DUCT LEAKAGE STANDARD. 1-- OPENINGS ' TO BE 24" AND MINIMUM 01 WIDTH TO BE 20" AND THE BOTTOM ® AIR BARRIER SYSTEM di O -v--. • _ _.._- „µµ4 ___.. -«-__ �._ _ _ 1 ENSURE CONTINUOUS UNBROKEN AIR BARRIER SURROUNDING ALL CONDITIONED SPACE AND z # r — __... ,._. ._ ... 1 A.F.F.OF OPENINGS NO HIGHER THAN 3'-a" DWELLING UNITS. ALIGN INSULATION COMPLETELY AND CONTINUOUSLY WITH THE AIR BARRIER. . . . .. . ._. ._ „_. . ...._.._.... ___. I• _-. ..._._.._........__. ;1 D RADIANT BARRIERS: ROOFING J _1 -..-_ EXISTING ROOF----...---___—....,•/,w� ......._..—.,._.�,..../ I I I. ALL WOOD POSTS SHALL BE BUILT WHEN REPLACING OR MAKING A SUBSTANTIAL REPAIR TO THE ROOF,USE RADIANT BARRIER n SHEATHING OR OTHER RADIANT BARRIER MATERIAL;IF ECONOMICALLY FEASIBLE;ALSO USE COOL CONSTRUCTION TO 1� 11; UP WITH (2) 2X4'S NAILED TOGETHER W/ ROOFING MATERIALS. Z __ REMAIN- MODIFY_.__._.__ ___. _. • , 1 1I1: �. ____,._ . __._ __..._ ._....__ ' = 1 ,I. I IOd NAILS g 8 O.G. UNLESS OTHERWISE v Z - '- A5 REQUIRED T I I ':I. ' ® WINDOWS I ALLOW FOR NEN— --- ----------- j IIT NOTED WHEN REPLACING WINDOWS, INSTALL GEOGRAPHICALLY APPROPRIATE ENERGY STAR RATED ROOF STRAPPING- I; 'II WINDOWS. 9 ez ___ __ I, 8. ALL FRAMING SHALL COMPLY WITH )_ wQQ,,, o STRIP EX. _�____._._._._,.___ -___ i SHINGLES AND 1 . THE 2001 WOOD FRAME CONSTRUCTION ® SIZING OF HEATING AND COOLING EQUIPMENT p a y z~N u, d -_. WHEN REPLACING,SIZE HEATING AND COOLING EQUIPMENT IN ACCORDANCE WITH THE AIR u�,�.� w 0 O REPLACE WITH ...__.. 'I i. MANUA . CONDITIONINGCONTRACTORSOF AMERICAI(ACCA)I MANUALS,PARTS J AND 5,OR ASHRAE Q I_N 4 F I a d_I- NEWL 1_t i I_d i( HANDBOOKS. Q u i w K=w u2 w -0 1- --- - . 7—�.-- - :�-�--- Q4-. --.-_ ---',-- - - --11 ci. ALL EXTERIOR PORCH/DECK/ `U " K § IVB 1 : 1 a oAJ 1-p0 �{ I I I` 11 1! I I STAIR FRAMING TO SE AGQ ® DOMESTIC HOT WATER SYSTEMS N Q Q u, w 1 e' I j1 II , WHEN REPLACING DOMESTIC WATER HEATING SYSTEM(s),ENSURE THE SYSTEM(s) MEET OR EXCEED z w v z p H N 4 ,_ LUMBER-U.O.N. f` I #; ;j 11 THE EFFIGIENGY REQUIREMENTS OF ENERGY STAR FOR HOMES REFERENCE DESIGN, INSULATE PIPES ;_ti; r Qzuz mr (, k ?; ,, 1 P 10. ALL ELEGTRIG TO REMAIN A,DBY AT LEAST R-4. Q w Q O Y 1 MODIFIED TO ACCOMMODATE NEW ® EFFICIENT LIGHTING: INTERIOR UNITS O zLI 0yr 1 # I '1 1 i :. Qw �Q :I) OwO1 f € Ik i ICONSTRUCTION. FINAL ELECTRIC TO FOLLOW THE GUIDANCE FOR THE PROJECT TYPE: INSTALL THE ENERGY STAR ADVANCED LIGHTING = q N :0; Qri LINE OF WALL PACKAGE (ALP);OR FOLLOW THE ENERGY STAR MFHR PROGRAM: GUIDELINES,WHICH REQUIRE THAT Q p:/: V!' 1 1 d 1 3i # g1 ¢ BE DETERMINE IN THE FIELD 80% OF THE INSTALLED LIGHTING FIXTURES WITHIN UNITS MUST BE ENERGY STAR QUALIFIED ORO W z pBELOW 1 1 ; 1 I I IiII; II 1 1 I I HAVE ENERGY STAR QUALIFIED LAMPS INSTALLED,OR WHEN REPLACING NEW FIXTURES AND O~Q j I I ( 1 I; I (, 1' CEILING FANS MUST MEET OR EXCEED ENERGY STAR EFFICIENCY LEVELS. Q O N w O 1 I I + 1 i I . ALL ENGINEERED LUMBER TO SE z Na p� i S (( 00 >�w Q�UlO k` I. �, Ii t : 1 I GLADDED AND SEAL AS REQUIRED ® EFFICIENT LIGHTING: COMMON AREAS AND EMERGENCY LIGHTING(IF APPLICABLE TO BUILDING TYPE) F 0�.0 X N°w<m r--w 1, 1 1 I I I 1 TO PROTECT AGAINST THE FOLLOW THE GUIDANCE APPROPRIATE FOR THE BUILDING TYPE: USE ENERGY STAR LABELED FIXTURES V N Ow p V r z w p I I I: OR ANY EQUIVALENT HIGH PERFORMANCE LIGHTING FIXTURES AND BULBS IN ALL COMMON AREAS;OR il 2 N N r x H K o Q I I 1 ! 11 WEATHER ENV I RONMENT-U.O.N. 1-w-w w y Q w I 1 s, I, WHEN REPLACING NEW COMMON SPACE AND EMERGENCY LIGHTING FIXTURES MUST MEET OR EXCEED U N z W N it 1 y ! l• 1 ENERGY STAR EFFICIENCY LEVELS.FOR EMERGENCY LIGHTING, IF INSTALLING NEW OR REPLACING Y O>Lu x O 0.u-Q ce j i I; I 1 I 1 1 ALL EXIST SIGNS SHALL MEET OR EXCEED LED EFFICIENCY LEVELS AND CONFORMS TO LOCAL In u•-w i H p 11.100u1'u ww w i, 1 i , I BUILDING CODE. NVNOO9J0.0~O ).- s I I' ., -t1-.6), -- 1 tZO • 1 I 1 s ® EFFICIENT LIGHTING EXTERIOR ' rlN In*O i- ZZ i 1 1 i1 I 4 y FOLLOW THE GUIDANCE APPROPRIATE FOR THE PROJECT TYPE: INSTALL ENERGY STAR QUALIFIED l- z 9 in 9 I 1 ! ; FIXTURES OR LEDS WITH A MINIMUM EFFICIENCY OF 45 LUMENS/WATT: OR FOLLOW THE ENERGY STAR 0 Q= .Q w d u«j I . I '1I f 1 I , MFHR PROGRAM GUIDELINES,WHICH REQUIRE THAT 80% OF OUTDOOR LIGHTING FIXTURES MUST BE * F :1 p ! ! 1i 1 �HQQ�0n00 OU Q 1 ( I I ENERGY STAR QUALIFIED OR HAVE ENERGY STAR QUALIFIED LAMPS INSTALLED;OR WHEN EXITING ROOF I ; ! 1 REPLACING INSTALL ENERGY STAR COMPACT FLUORESCENT OR LEDS WITH A MINIMUM EFFICIENCY OF , I 45 LUMENS/WATT. iCONSTRUCTION TO 1i 1 1 1' JNDOOR AIR QUALITY Z Z 0 m I ,_ � REMAIN- MODIFY I € r AS REQUIRED TO =1 11 I I } I I a ALLOW FOR NEW [! 'I I 1 ! i ® AIR VENTILATION:SINGLE FAMILY AND MULTIFAMILY(THREE STORIES OR FEWER) G ROOF STRAPPING- I 1 '- i I INSTALL AN IN-UNIT VENTILATION SYSTEM THAT COMPLIES WITH ASHRAE 62.2-2010 ;, 4 STRIP EX. i; ' i i . DEMOLITION NOTES: o SHINGLES AND I' 1 I ! , ;I 1 U AIR VENTILATION: MULTIFAMILY(FOUR STORIES OR MORE) C REPLACE WITH t1 I I ! I� 1 I ,, I 1 I. REMOVE PARTITIONS SHOWN TO BE INSTALL APARTMENT VENTILATION SYSTEMS THAT SATISFY ASHRAE 62.2-2010 AND COMMON AREA ~ I ,; 1 VENTILATION SYSTEMS THAT SATISFY ASHRAE 62.2-2010. CONSIDER HEAT/ENERGY RECOVERY FOR I n NEW I ! I ! 1 1. I 1 REMOVED AS NOTED ON DWGS.- SHORE AS 11 „ ! 100%OF CORRIDOR AIR SUPPLY. 1 1 i E I 1 ( 1 11 I ,: REQ'D AT LOAD BEARING PARTITIONS t ;1 (' 1 1 I 1 I I 1 13 COMPOSITE HOOD PRODUCTS THAT EMIT LOV./NO FORMALDEHYDE i, I I ; ' I I 1 2. CONTRACTOR SHALL BE CAREFUL AS TO COMPOSITE HOOD PRODUCTS SHOULD BE CERTIFIED COMPLIANT WITH CALIFORNIA 13120. IF USING A w , Ilii1 j I 11 I { I ; COMPOSITE HOOD PRODUCT THAT DOES NOT COMPLY WITH CALIFORNIA 13210,ALL EXPOSED EDGES Q . ;• i I ! ' , 1 ) NOT DAMAGE EXISTING GONSTRUGTION THAT AND SIDES MUST BE SEALED WITH LOW-VOC SEALANTS. !i I 1; i i i1 ;` it 1 I .//6\ REMAIN AND SHALL REPAIR ANY OF THESE CN A 11 11 li 1 i I (' 1 I' , pl,d I$ i1 i I I s i I 1 I , Ab DAMAGES AS REQU I RED. ENVIRONMENTALLY PREFERABLE FLOORING WHEN REPLACING FLOORING,USE ENVIRONMENTALLY PREFERABLE FLOORING, INCLUDING THE I! , I ,• ! . '1 I f i. FLOORSGORE CERTIFICATION. ANY CARPET PRODUCTS USED MUST MEET THE CARPET AND RUG Di D e I li 3. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR INSTITUTES GREEN LABEL OR GREEN LABEL PLUS CERTIFICATION FOR CARPET,PAD,AND CARPET Q !: ! r 11 I II REMOVE (AS REO'D) ALL EXISTING ELECTRICAL, ADHESIVES. Wv J I}` ! I I 1 ;11 PLUMBING AND HEATING LINES THAT INTERFERE z ~ y I': 11 � 11 . 1 I ( , , ® LOW/NO VOC PAINTS AND PRIMERSIll y i '1 1 I I` I ' 1- WITH NEW CONSTRUCTION. ALL INTERIOR PAINTS AND PRIMERS MUST BE LESS THEN OR EQUAL TO THE FOLLOWING VOC LEVELS: V 99 19 11 1 `:, I i I FLATS-50 g/L;NON-FLATS-5Og/L;FLOOR- g/L. Q Q O it — — - I' li --+ I: 1 !! - 1--_ — ,1 II A v V Z ® LOW/NO VOG ADHESIVES AND SEALANTS 1 1 ALL ADHESIVES MUST COMPLY WITH RULE 1168 OF THE SOUTH COAST AIR QUALITY MANAGEMENT 1 1 DISTRICT. ALL CAULKS AND SEALANTS MUST COMPLY WITH REGULATION 8,RULE 51,OF THE BAY AREA In 1 I EXISTING ROOF 11 !1 QUALITY MANAGEMENT DISTRICT., T I UJ 1I Il - _GONSTRUGTI ON TD- __ _._....____ 1, I I. (V O N d REMAIN- MODIFY "._ II k ® CLOTHES DRYER EXHAUST 1 1 D - AS REQUIRED TO--------------- I VENT CLOTHES DRYERS DIRECTLY TO THE OUTDOORS USING RIGID TYPE DUCT WORK. m 0 I ' I ALLOW FOR NEW._.. I II, COMBUSTION EQUIPMENT ROOF STRAPPING- _ i1 ® WHEN INSTALLING NEW SPACE AND HATER HEATING EQUIPMENT,SPECIFY POWER-VENTED OR DIRECT # _ STRIP EX. ; ;I VENT COMBUSTION EQUIPMENT. SHINGLES AND __.__\. �_.__._'__ REPLACE WITH _ _ \ - _. - . - - I ® MOLD PREVENTION: WATER HEATERS NEW I PROVIDE ADEQUATE DRAINAGE FOR WATER HEATERS THAT INCLUDES DRAINS OR CATCH PANS WITH ,I. 1 DRAINS PIPED TO THE EXTERIOR OF THE DWELLING. L; J, <. , ® MOLD PREVENTION: SURFACES WHEN REPLACING OR REPAIRING BATHROOMS,KITCHENS,AND LAUNDRY ROOMS,USE MATERIALS THAT ILI HAVE DURABLE,CLEANABLE SURFACES. ■n ® MOLD PREVENTION: TUB AND SHOWER ENCLOSURES WHEN REPLACING OR REPAIRING TUB AND/OR SHOWER ENCLOSURES.USE NON-PAPER-FACED BACKING MATERIALS SUCH AS CEMENT BOARD,FIBER CEMENT BOARD;OR EQUIVALENT IN BATHROOMS. DI ,v` I-LI ® INTEGRATED PEST MANAGEMENT SEAL ALL WALL,FLOOR,AND JOINT PENETRATIONS WITH LOW-VOC CAULKING OR OTHER APPROPRIATE SEALING METHODS TO PREVENT PEST ENTRY. ® LEAD-SAFE WORK PRACTICES — Z )- FOR PROPERTIES BUILT BEFORE 1118,USE LEAD-SAFE WORK PRACTICES CONSISTENT WITH THE EPA'S O f1 - Z RENOVATION,REPAIR,AND PAINTING REGULATION AND APPLICABLE HUD REQUIREMENTS. V J co RADON TESTING(IF APPLICABLE BASED ON BUILDING LOCATION) Q FOR BUILDINGS LOCATED IN EPA ZONE 1 OR 2,PERFORM RADON TESTING.FOR BUILDINGS WITH IL !- LEVELS OF RADON GREATER THAN 4pC1/L, IMPLEMENT EPA'S RECOMMENDED RESIDENTIAL RADONDi MITIGATION STANDARD OF PRACTICE. t O ® I '3 MOLD REMEDIATION V ��---- INSPECT THE INTERIOR AND EXTERIOR OF THE BUILDING FOR EVIDENCE OF MOISTURE PROBLEMS. O O ROOF PLAN- LA` ' E X I ST I K w ` 'O NOR< DOCUMENT THE EXTENT AND LOCATION OF THE PROBLEMS AND IMPLEMENT THE PROPOSED REPAIRS ,n 11�`I� rV� 11�`I ACCORDING TO THE MOISTURE SECTION OF THE EPA HEALTHY INDOOR ENVIRONMENT PROTOCOLS FOR (v In v 1 SCALE: I/4" = I'-O" HOME ENERGY UPGRADES. � ii-- IA OV " CL z ij w w (NI v — m Y- r z O Q v W 4 NOTE: BUILDING MATERIALS USED BELOW THE DESIGN FLOOD PLA IN SHALL COMPLY WITH RCNYS (.‘1:' ' l''' e' R524.I.1. ALL WOOD, INCLUDING FLOOR SHEATHING AND STAIRS, SHALL BE = 1, PRESSURE-PRESERVATIVE-TREATED IN ACCORDANCE WI TH ANF'A UI FOR THE SPECIES, PRODUCT, -''°.•° PRESERVATIVE AND END USE OR BE THE DECAY-RESISTANT HEARTWOOD OF REDNOOD, BLACK . NOTE:RAISE EXISTING LOCUST OR CEDARS. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF ANPA UI. DECK- ± 204 50.FT.-ALL EXISTING DECKING MATERIALS AND INSTALLATION METHODS USED FOR FLOORING AND INTERIOR AND EXTERIOR -= O'CONNLL.L. / i`A R C h 1 r T C T P T MATERIAL, FRAMING, ETC. TO REMAIN- 1,11 THOUT WALLS AND WALL COVERINGS SHALL CONFORM TO THE PROVISIONS OF FEMA/FIA-TS-2 EX I STING ROOF CHANGE- DECK TO REMAIN IN EXACT CONDITION ' CONSTRUCTION TO AND FOOTPRINT , TODD O'CONNELL,MA REMAIN- MODIFY AS 4190. RIDGE HEIGHT REQUIRED TO ALLOW1200 Veterans Memorial Highwa \ 4,-m. N. \ \ - - - - - - - - - - __ -- _________ _ . . .„ . . , . . . . . ,. - - - - - - - '11ELEV. ±24.0' FOR NEW ROOF Suite 120 STRAPPING- STRIP EX. isi...... _ . . _ . . , . . .„ Hauppauge,NY 11788 _ _ - - - - _ _ _ EXISTIN"i5,- R' oo-r7 ------ '---- ------- ......._.„. ...,. . SHINGLES AND REPLACE WITH NEW I P(631)650-6666 1- ..._____ _____, _ REMOVE EX. ; . NI N y.5,,,,,,,,,...v,,,,,...-9,,,,1r. • EX I STING DECK IA r7 0 D I-- NOTE:RAISE EXISTING DECK- ± 204 50.FT.-ALL EX'STING DECK ING MATERIAL, FRAMING, ETC. TO REMAIN- WI THOUT I ' ...I i -1 I FOR NEW ROOF SHINGLES AND REPLACE WI TH NE1A1 ____... .... . C(51 6)658-0325 . .',---r,r,r.,,,,,--,0,...,.• ' T:1,,;r,1,;\i':,',44,4',-;.'0;.,'..i'`4,''•, .. . ... ., . .. . .. „ . . . , - , • - .,, . I CONSTRUCTION AND - •° 0 CHANGE- DECK TO REMAIN IN EXACT COND I TION ' ' " ' " ' ' - '-- NI- -1 1- AND FOOTPRINT AS REQUIRED GUARDRAIL - / - --' ,c)`°' 0 tt 0- al • , .. , , TO ALLON T TO BE 0 D, 0 /// / e 'Y /// '-': // i''' //,/:':-/:///i/ /.://2' '.// 7 RAISED -..f 0 § EXISTING DECK AND I/ ' . ii../ /////7, „, 27,,,/, ,.., .° / . ., // , , / ,/,/ 7, , /2,', ,',/".//,,',„/ ,'"7"7',' •°:,,,`/7..°22/ ,4.../2° ''//'/7/.°' //////:// /...° /./ / /7°'/ 7 7 /.., / /7„ /7/7, •7 r°/,,, ° ./i° -... / / " .- ''' ' STRAPPING- .... PATCH AlsID ----------------------.-':///)./- REPAIR TO CONSTRUCTION Z i) 0 NEN HANDRAIL EXISTING SHOWER STALL MATCH AS REQUIRED0 -0 ...c TO MATCH I TO REMAIN ON GRADE- TO ALLOW t.T) ri IL EXISTING =`? EX. DOHS I] EX. WI gfr ONS FOR NEW 111 0 EX. WI'ICONS I DETACH, MODIFY AND < -0 . W I NDO i EX. N I NDO A RELOCATE SHONER .- :.• 0°'=': '.°! - '-.:,'''' - ..-. STRAPPING- , . ... . _ BODY CONTROLS AS 01 PATCH AND X 411* NEN RAISED FLOOR REPAI R TO P I , 1 _77- REQUIRED TO ACCOMMODATE MATCH 1- 2: onumnipm --I"? ------ •-• '- ' 111 N- - 4- 77;4 1 ?rt.. ',/„,,/,;/,-;/,/,/,/,/, //,,/,- ,/,:// //,/, ////://///////4 /-1,/,' // ///../. //:<://, ' 1 ' ,/,4-°/ // //,1,- -.,/,/:///...,/..,/,..//,/,/,/,.<21,./.// /,/,,,/,/.. , ,,-- 7-y7...y7r...,•T,•=,.7,7,/,,.... =. ,-.7,„ 77/..,...--,-.. MI ' FEMA DESIGN BASE FLOOD _ .<=7 , , ___ - -... i -,.............- \ _ - - -1 1cr II ELEV. 8.1' 1 I I L r- F7 11111 4 Z.Z.--- . , - r . , . . -L-,-, ,.. ("1 iiiiii di IV EX, FIRST EL.Q23._ - in _ 111111111 M__ El IJRI .... - a - _ ris _ __ _. -_ ____ _i_ - - - It.ELEV. 6.1' -- 1111011 . . - z . . , ... . ,•, 11111 „ . 4. ,..... ii 1. 1111 . 111111 ' MI CONC. CMU PI ERS = Aill -= I- /Pikk FEMA BASE FLOOD _ ., .. °"-• , ___ 5I llt"ELEV. 6.0' am = 111 =II . ' MI ...-.. - \ .=.:-.',--- ‘ 11111 Z 151 EL. 5.5' EL. 5.6' EL. 3.6' EL. 3.5' NEN EGRESS NEN HVAC CONDENSER UNIT ON0 )-- STAIR AND NEW EGRESS/ REMOVE EX. CONSTRUCTION HALL BRACKET- BOLTED TO '3 z • A ilik AVERAGE NATURAL GRADE HANDRAIL TO NEN ND. POST ON PI ER STAIR TO NEW HD. POST ON PIER AS REQUIRE TO ALLOW FOR HALL STUD-INSTALL AS PER VIP ELEV. 5.415EXISTING FOUNDATION EXISTING FOUNDATION NEN STRAPPING- PATCH MANUFACTURES NRI TTEN L CONC. CMU PIERS RAISED DECK RAISED DECK AND REPAIR TO MATCH INSTRUCTIONS-VERIFY FINAL )- 9° < . 0 ca 0__Itil ti ti_ NAVD 1'1845 -LOCe.Ant:21S-IN EIELP AND- b °Vz'ill-,1wri \ 10/ELEV. 0.0' COORDINATE NI TH OIAINERitlyr„ iruiRI-A°° <I(11CIXI-D_VI6 fLiF-1_ 1610ii 1-Ati <oi-S) turyiLl -10Ii>- :°-ipt:::d' F-z1--"IzOY01_0) in 6):11-ituorizItn8 tugrei. i 0 :toUt_LI-n- tFLLrIL)0:-I (--) • gar41(?)6CIR NI CIZ.TI-10LAtitin 0 1-0-10-0Z ILI 0 IF <OF DMEri I- "-iti IZ Foul 01- ' Q41illiPaCIDII WC_IF,<VI-TZ<6 REAR ELEVATION- SOUTH SIDE ELEVATION- EAST >0 u... 009noillo< tflO , ....-------....-..-............ 1---LriVontutOW) < °D-OZiii0 SCALE: 1/4" = I'-O" SCALE: 1/4" = 1C-0" ' 1742'itlue!iic9°- , `-'v 9§niTivcio_D ' EL?ri-t-f-°Lui °tre , 4.0-Ni60<u_DEntut-V6- , 0%.) _1 a_o 0 in zi`24iN)- (rItiljzO XTOLUTCei - I°1= Z § 61-ii9111_1/4 ,,,tr19 b<CT ....(proixan-D, . iliT.« -,DopiiT-oo CI g . II NOTE: BU I LD I N6 MATERIALS USED BELOW THE DESIGN FLOOD PLA IN SHALL COMPLY NI TH RCNYS R.524.1.1. ALL WOOD, INCLUDING FLOOR SHEATHING AND STAIRS, SHALL BE PRESSURE-PRESERVATIVE-TREATED IN ACCORDANCE WITH ANPA UI FOR THE SPECIES, PRODUCT, 0 PRESERVATIVE AND END USE OR BE THE DECAY-RESISTANT HEARTWOOD OF REDNOOD, BLACK LOCUST OR CEDARS. PRESERVATIVES SHALL BE 11-ISTED IN SECTION 4 OF ANPA UI. MATERIALS AND INSTALLATION METHODS USED FOR FLOORING AND INTERIOR AND EXTERIOR WALLS AND HALL COVERINGS SHALL CONFORM TO THE PROVISIONS OF FEMA/FIA-TB-2 E . EXISTING ROOF CONSTRUCTION TO Ds 0 REMAIN- MODIFY AS Q ihroR11,6E HEI6HT RF-OURED TO_ALL_01"I \ \ - \ ,-- - - lar ELEV. ±24.01 FOR NEN ROOF gl (I) () 5..TEAErnie.:: c"Cl-RIP_FX. - . - - _ - - - - - - - . . .„_._ .. . . _ „ . _.__._ .. .__.__ _ .. .._ .___.„ ......_._. ..... . . .. .._, . . ..„„. .. _ ._ . ...._._, . _ _ _ -I SHINGLES AND . - -_„_.____-_.._._..... 1 .1 tH REPLACE WITH NEW RELOCATE ELECTRICAL METER I -_---...,___ EXISTING ROOF--- ---- - •-°--- - I 1/43 -I TO 21-0" ABOVE BASE FLOOD --I- 1.., I- > EXISTING FLUE TO ELEVATION-I NSTALL AS PER REMOVE EXISTING WOOD I- .7. ‘.. NOTE:RAI SE EX I STING 6 Y - REMAIN UTILITY COMPANY al STAIR AND PROVIDE NEN I 21' . REQUIRED TO ALLOW ' - '' -. ' '' '°°' I° ' ' DECK- ± 204 SQ.FT.-ALL EXISTING DECKING ,) 1 -01A1 t..) i , I EXISTING FLUE FOR NEN ROOF I SPECIFICATIONS n EGRESS STAIR, PLATFORM MATERIAL, FRAMING, ETC. TO REMAIN- NI THOUT t-1 ta (NI REMOVE EX. CONSTRUCTION -000001011.11.°11.41 111 0 AND HANDRAIL AND -TO REMAIN STRAPPING- STRI P EX. - ------ - -- 1-- CHANGE- DECK TO REMAIN IN EXACT CONDITION p - - 10 S19 0 0 GUARDRA IL COMPLY NI TH 1 SH INGLES AND AND FOOTPRINT I- P5E5 REQUIREMENTS AND 1 REPLACE NI TH NEN El I I UN 't 1111 AND REPAIR TO MATCH _ ._„__ ..k- 0 SOUTHOLD CODE SECTION _,___ REMOVE EX. CONSTRUCTION 1- -4 I- AS REQU I RE TO ALLOW roR EXISTING SHONER STALL = I (°( 0- Ill 28.104-02 . i // // • . ,, /,.,. „..,/ /7,..7 7/ 7 '/ ',////// ///.//4/// /////////, .-..--I NEN STRAPPING- PATCH 1 0 . t `- // /„ ., 7;.,'',/ , =,, , , , / = .//////,..,/,71 /72,/,/,/././. / . ' AND REPAIR TO MATCH .11111 ., /.7 7/7/../ /7 /' ,/,,/ ' . TO REMAIN ON GRADE- l'f ' /21/ i // //' ///.// ///// ' 56" HIGH _c. Di ? i 0 . DETACH, MODIFY AND 0 , = / ' • ////2/ // 7 77.7/7//. EX. DOOR , HANDRA IL in 0 NEN EGRESS , ,,,,,,.//,',,/ ,,„,,,/,,,/ „. ,/,,,,/,,/,/,/, r / : ,/,/,,,,,,,-/ //, /,," ,.... . RELOCATE SHOWER T 1///,, / .... , _ ____. /2„.</. .Z.//./.ZY.Z.,1.., - LI = 0 WITH SPINDLES Li . :1-ui STAIR. TO NEIN DECK ., _ . . BODY CONTROLS AS SPACED LESS z Q 0 56" HIGH NEW HANDRAIL FZEQU I RED TO ,... ,X. WINDOW 0 THAN 0 -0 •A I I (.._.--) TO MATCH • HANDRA IL ACCOMMODATE I 4" APART TO t.T1 (N LE- .ii..;...taEXISTING 6 DWELL I NG ELEVATION X - 1,0 CODE-TYP. al Di WITH SPINDLES EX. W NDOW I EX. li DON EX 1 DOHA SPACED LESS 74- ' RELOCATE EX. 01 RELOCATE EX. X THAN 41*, NEN RAISED FLOOR I ROOF FOR 4" APART TO LLI 11F /0 ROOF FOR TANKS ". ELEV. 1.1' ' -'7/- ` '71/4 ' ' - I ---- ' ';';' TANKS . 4114 i 2,//_;„///// ,, ,, r2/. _ . 2_.2,,/22../;72., ,,.... .. . , . .,2,,.., ; /, _.. ,/.,/. .. ,_. _2_./.. , , h. 44.. .... i) AI/ Ittik FEMA DESI GN BASE FLOOD / . /.° bk.... ..-/ ° , . °' 74.,. ..:-' --__ • ' / i / - • - - Z.:_ rill , -L- -1,:-.- .'. ..• -L-.., .,,„ ..,.: ..=-.---.=-= -------.- ,..... .....-.-...,...... --L-- r -47- N. - - - V 0 Y _ . . 411:I ELEV. 5.1' 1...."1-7 -.. ..--- .--.1:3 NEW SLAB FOR ° i• 64411 Z < r". EX...FIRST FL.Q.O.S____ _ - _ - - El .. ---4 ________:_ ..,.-{ ILI 1.11 -1 If . i -177 . - . ,.. E . , _ , , 1 _ z 4* FEMA BASE FLOOD - ,. = ,„. , ' MI , •..,. 0 0 6 Z lotr ELEv. 6.0' . ,. 1 \- IMO OM MI WM r..-, .------1 _ - EL. 3.$' \EL. 3.3'/\\ SECURE PROPANE TANK WITH EL. 3.3' I I SECURE PROPANE TANK WITH EL. 3.5' I 1-1-1 Et_ 6 AVERAGE NATURAL GRADE1 , / GALVANIZED 48" LONG x5/4" NEN SLAB FOR I GALVANIZED 48" LONG x%" V )- -t -- NEN WD. POST ON PIER-//NEN'EGRESS' L , DIAMETER DOUBLE-HEAD PROPANE 1 - DIAMETER DOUBLE-HEAD b --I- c) 0 low ELEV. 5.415' STAIR TO NF_Sisl CONC. CMU PIERS A. -.7--,.. NEN ND. POST ON PIER NEN ND. POST ON PI ER ' FOUNDATION DECK GROUND ANCHOR NI T1-1 6" FOUNDATION TANKS GROUND ANCHOR WITH 6" CONC. CMU PIERS FOUNDATION . Li -1-.. .% Z SINGLE HELIX AUGER SINGLE HELIX AUGER --k- T.._ i : kn ‘.) n NAVD 1°1813 - - - - - - . \ - , 0.-. ..... . V 6 D._ z • . rz . o FRONT ELEVATION- NORTH SIDE ELEVATION- HEST 0 V SCALE: 1/4" = 11-0" SCALE: 1/4" = '-0" L„Eun In4. Tz n 7C'4 tn X • z Ill < 0 < V -7 11 41 p A( N. ..4, '1iODD O'CONNLLI F C. h ; { E C [ P. C 4 TODD O'CONNELL,AtA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 it P(631)650-6666 F(631)650-6667 ' NOTE: BUILDING MATERIALS USED BELOW THE NEW BEAM-SEE FLOOR PLAN C(51G)658-0325..._.. , KO RIDGE HEIGHT DESIGN FLOOD PLAIN SHALL COMPLY WITH ELEV. 124.0' '� �[ K., �` .Mx^marmn+^ro«gyprm!w w•;,tfin _ _ RGNYS R324.1."i. ALL WOOD, INCLUDING FLOOR ill ' Y4 / as � �' $SHEATHING AND STAIRS, SHALL BE II • PRESSURE-PRESERVATIVE-TREATED IN ` tla ,q r, ;: ;;`: kt.5 ACCORDANCE WITH AWPA UI FOR THE SPECIES, .. .t . ., � EX. PITCH � PRODUCT, PRESERVATIVE AND END USE OR BE I� EX. ROOF - V.I.F. E THE DECAY-RESISTANT HEARTWOOD OF FLOOR/DECK JOISTS ' CONSTRUCTION TO REDWOOD, BLACK LOCUST OR CEDARS. TO BE CONNECTED TO NEW REMAIN-NO CHNAGE a PRESERVATIVES SHALL BE LISTED IN SECTION BEAM BY SIMPSON ' :-/ r` ,/ O p 4 OF AWPA UI. STRONG-TIE (LUS SERIES) SIZE I� z IY MATERIALS AND INSTALLATION METHODS USED AS REQUIRED OR ).;° �- m REMOVE EX. �t-�i � FOR WALLSLA�D ING WALL'GOVERIN6S SHALL INTERIOR AND EXTERIOR APPROVED EQUAL EX. CEILING D NEW FLOOR/DECK JOISTS � CONSTRUCTION m w CONFORM TO THE PROVISIONS OF � �:.► L1 FEMA/FIA-TB-2 T CONSTRUCTION TO 0 0 ' EX. WALL REMAIN-NO CHNAGE AS REQUIRED i 0 Q �p� CONSTRUCTION TO TO ALLOW in 0 OC REMAIN-MODIFY AS FOR NEW kte I� -� EX. FINISH FLOOR EX. SUB-FLOOR TO EX. FLOOR ill NOTE: VERIFY ALL BEAM REQUIRED TO STRAPPING- Z 0 IV SUPPORT LOCATIONS ALLOW FOR NEW TO REMAIN- REMAIN- REMOVE CONSTRUCTION TO PATCH AND l� CONSTRUCTION REMOVE AND AND REPLACE REMAIN AND BE REPAIR TO N O BEFORE START OF WORK REPLACE DAMAGED RAISED- PROVIDE U.1 Q DAMAGED FINISH SUB-FLOOR MATCH-SIDING 'd F OOR "IN-KIND" "IN-KIND" AS NEW FLOOR JOIST TO EXTEND Q AlL EXISTING PLUMBING, tr 01 02) L WHERE INDICATED N AS REQUIRED REQUIRED PAST ELECTRICAL, MECHANICAL, A NEW RAISED FLOOR _ -SEE FLOOR PLAN ETC. THAT 15 DAMAGED 0 BLOCKING /ELEV. q•I' / TO PIER ►L AND/OR INTERFERES WITH �3M TO JOIST STi�i�11�C I- NEW WORK TO BE N- _rIt l g _ � _ � - I1 / I' - - REROUTED, MODIFIED, cp < —/i FEMA DESIGN BALOOD _ • , �_ .(.. li,,_ _ _ REMOVED, ETC. AS /ELEV. 8.1' REQUIRED TO ESTABLISH SCALE: 5/4" = I'-O" NEW BEAM-SEE -�� EXIST. BEAM-V.I.F: � PROPER WORKING t tit V FLR. PLAN I I LUMBER TO BE _ I .. , - BLOCKING A5 CONDITION- VERIFY ALL OU /# �. FIRST FLOOR _ _ _ _ __ --_,= AGQ-PROVIDE NEW \ � = REQUIRED BOLTED CONDITIONS IN FIELD - �. I UIRED aJ �� I IU btAM 1Q '�ELEV. 6.1 • NEW s/4" EXTERIOR I I ' I I SECURE FLOOR GRADE PLYWOOD co �" STRAPPING di its, FEMA BASE FLOOD THROUGHOUT GL6. CONTRACTOR TO REFER TO } w-� „ o /ELEV. 6.0' _ I �r I _ I - I - \ ECR AND DESIGN o w E o .o 0 0 0 v w EL. 5.5'' - I ' EL. 3 6' PROFESSIONAL SCOPE Q i N E `f-' v i- a =Wo 16"xI6" G.M.U. PIER ' I C GRADE D I I LETTER (6100 FORM) REPORT ` 0 `0 = 0 ;: AVERAGE NATURAL GRADE .-I`,- FILLED SOLID '"I' OPTIONAL TO POURED CONC. PIER FOR ADDITIONAL a~ 0 0 w z w F EL V. 3.475' N z i_ _ o w o* [� I\1 T r .r. ,.',„w.. zWO�2 SwON I I PROVIDE GRAVEL I I FOOTING WITH INFORMATION ON REPAIR- H z BASE COORDINATE HELICAL PILE ALLOWANCE FOR DAMAGED w IL NAVD Ig88_ _ _ - _ - - _ WITH OWNER _ - W u�p O Hilo- _ W II I CONSTRUCTION THROUGHOUT \ w x w N-o H w Q yLH�ZlL U1i ELEV. O.O' - — - - PQ • v. I I �t ( FIRST FLOOR Z )\ b-aIQzoowov W0 IH}Q01--OAm:-ri 1- 0.0 6 I ALL NEW DWELLING GIRDERS Q Z Q o ® oCwz9 dwOQY �� \ ` � TO BE PARALLAM PSL 2.0E SPINDALS TO BE MAX Q w u a a>o o j o)_ FOR EXTERIOR USE UNLESS " z w -z 2 w I-- OTHERWISE NOTED- ALL OF 4 O.G. o(YriI u o w N U w NOTE: INTERIOR GRADE TO BE EXISTING GIRDERS TO BE 0 o w w o w r z_9.z9,9 NOTE: HELICAL PILES AT EQUAL OR GREATER AGQ LUMBER- V.I.F. AND a 0 a 0 �iwowwYQKQ�- ALL SUPPORTS. THEN EXTERIOR GRADE-V.I.F. REPLACE "IN-KIND" IF v v N w v a w�- wHW x REQUIRED m Nov=F°w"owH •HrJ SECTION A y0Q9=<o§.os Q %"x6" AGQ x DECKING A5 SELECTED- SCALE: 1/4" = I'-O" COORDINATE WITH OWNER J' iitimaii " 1 AGQ DECK JOIST C 16" O.G. Z z z m -SEE FLOOR PLAN / , MULTIPLE ACO 2x GIRDER \ I' BOLTED- AS SHOWN ON FLOOR / PLANS 2 �� s/8'4> 6ALV. STL. BOLTS O I pr , 4x4 ACPOST NEW DECORATIVE POST GAP AS E 1 4i, I SELECTED I o / VARIES-±4'-O" MAX. / ( A I OPTIONAL SKIRT TO BE SELECTED- Q \/ COORDINATE WITH OWNER NEW SPINDLES AS SELECTED I X FOR LOCATIONS AS to tn /` DESIRED (i / / 4" CLEAR MAX. I , z 41 NEW GUARDRAIL AS SELECTED BY OWNER • °--.------f / . r i I „, m CV 0 a Di Di 0 a •EE DETAIL I/A.5 FOR In Ul • ' di *4 HOOKED 'Q STRAP DETAIL N O 0 F RE-BAR °• 12"0 SONO TUBE FILLED SOLID CI m 1 Q d I ° W/5500ps1 P. CONC. Zi) I i. •1 24"x24"x12" DEEP 5500ps1 N 4X4 POST a ° 14 ° PB COOING FAODEIN6 O MIN 56" 1 ANCHORED TO SPANDREL BEAM • m (OUTSIDE) . WITH (2) 5/8” DAM STAINLESS STEEL I THRU BOLTS ILI° tNEW DECKING A5 SELECTED Z — © © k(') 4 +--4 Z 12"0 SONO TUBE FILLED WITH V 1 O z o (� 5500 PSI CONCRETE W/ O • o — LLI-1 (4) *5 VERTICAL STEEL ` Q W W °7REINFORCING BARS /- LT_ e7 \ p Z_ } 5/8" DIM. NEW SPANDRAL BEAMN I Li Q 1 ID )_ 1- STAINLESS STEEL 0 — t- IL io BOLTS @ I s" O.G. O 0 IP(' to _/ O GRADE HELICAL STEEL PILE /_ V 111 / z• _ 0_ 0 e2 GUARDRAIL DETAIL w I- �.615 SCALE: i = 1 -o DECK OUND TION7 7 1- z 1_ cv tn z 1U 6 SCALE: I" = I'-O" V t zIF la u_IJ _ <I( O d 0 w LI tn p §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. ��-; _- , 1=-1,1 MACLEAN 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 §1808.1 Definitions. The followingwords manner and sequence as toprevent in the rou to avoid compacting the surrounding soil Pipe piles shall be connected to the ), q group. \ z°i HELICAL PILE SPEGIFIG TIONS 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 t ';. -'\k, ., this section, have the meanings shown installed or alreadyinplace to the 2 . Two-thirds of the effective weight of be installed properly, and toprevent reinforcement or field-placed dowels I77,77.7.„ UALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTENANCES AS MANUFACTURED BY MACLEAN DIXIE AND FURNISHED g 9 P P Yr EXCLUSIVELY BY PREMIUM TECHNICAL SERVICES (I-800-282-1453). 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,i0DD CY(JANLLI, capfor a distance equal to the C " I - I, 1 P. ( CERTIFIED INSTALLER, 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 . pile qf. WITNESS PILE INSTALLATION. ALL HELICAL PILES MUST BE ICC APPROVED. FLEXURAL LENGTH. Flexural length is the piles . of the group and the length of the pile. development length. For deformed bars, la A. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED 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 TODDO'CONNELL,AIA 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 CODE DI.I. pesoupspes1200 Veterans Memorial Highway „ I' underside of the pile cap or grade beam• maintain constructtaueoalignmeas to ptoand eposation of shall ldevelop lultimategrload ofapacities capacity piseverified tby pileoad testsdin excess narea. houAlternative measuresforHal�lapauge,1NY117t38 20 2) HELICAL PILE LEAD SECTIONS SHALL BE MODEL Pb WITH A _ ROUND CORNER SQUARED SHAFT AND AN 10 DIAMETER HELIX. PILE FOUNDATIONS. Pile foundations the componentparts of thepier orpile of at least twice the design workingaccordance with §1808 .2 . 8 . 3 . The laterally confining concrete and LEAD SECTIONS SHALL BE 5' LONG. ALL HELIX PILE EXTENSIONS SHALL BE 2 li' ROUND CORNER SQUARED SHAFT 5, 7 OR 10' LONG P g P(631)650-6666 DEPENDING ON VERTICAL CLEARANCE. ALL PILES SHALL INCORPORATE THE PATENTED MACLEAN-DIXIE SQUARE CONNECTIONS. 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 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 F(631)650-6667 C(61 )658667 3) HELICAL PILES, EXTENSIONS AND APPURTENANCES SHALL BE HOT-DIPPED GALVANIZED 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 - - (LATEST REVISION) AND ESR-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 °""'-"--'., --',"" """- ""`-`„°""• 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 'W; " (` • ( a 44 4) ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED ENGINEER. THE INSPECTOR SHALL KEEP A times the least horizontal dimension. driving and under service loading. be less than two. test piles . terminated with 135-degree (2 . 35 rad) • .:,-tt1' f`y -''-'' ' . 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. INSTALLED TO A MINIMUM DEPTH OF I5 AND 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 5) HELICAL PILES SHALL BE 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 FOLLOWING PROVISIONS: �'r ' ','„c' , •4' 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 . / c- A) c 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, I! 4 c ., ', :f'° `, 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, ; anchorage of steel pipe, a) INSTALL THE PILE DEEPER USING, ADDITIONAL EXTENSIONS UNTIL THE SPECIFIED TORQUE LEVEL IS OBTAINED. resisting at allowable working stresses representative pier or pile. transmit the required driving forces . g P P ► �� ) ' � ` �, §1808.2.1 Design. Piles are permitted to the moment and shear that would result concrete-filled steel pipe or H piles to ` . , b) REMOVE THE EXISTING PILE AND INSTALL A PILE WITH LARGER AND/OR MORE HELICES. THE REVISED PILE SHALL be designed in accordance with from an assumed eccentricity of the §1808.2.8.8 Overloads on or §1808.2.17 Protection of materials. the ile ca shall be made b means * . BE INSTALLED BEYOND THE TERMINATION DEPTH OF THE ORIGINAL PILE, AS DIRECTED ENGINEER. pierspiles. pile P P yip c) ADD ADDITIONAL PILES A5 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 , a) THE OPTION TO INCREASE THE TERMINAL TORQUE TOA 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 5,500 FT. LBS., WAFTER CONSULTING 1,4ITH THE ENGINEER OF RECORD, THE CONTRACTOR MAY REDUCE THE SIZE OF THE HELIX official: upper 10 feet (3048 mm) of embedment. 1other 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 Lateral support. materials shall be adequately protected in 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 r 6) HELICAL PILES SHOULD BE INSTALLED A5 SHOWN ON THE ENGINEER'S PLAN. ALL CHANGES IN PILE LOCATION MUST BE APPROVED BY exceeding two stories of light-frame §1808.2.9.1 General. Any soil other than approved by the code enforcement pile moments, shears and lateral THE ENGINEER. construction, or deflections used for desi n shall be N §1808.2.8.1 Determination of allowable fluid soil shall be deemed to' afford official. Protective materials shall be g 7) 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 z 2 . Where the surroundingfoundation orpile toprevent bucklingand to rendered ineffective bydriving. The interaction of the shaft and soil, as THE OBSTRUCTION IF POSSIBLE OR RELOCATING THE PILE WITH THE ENGINEER'S APPROVAL. THE LATTER OPTION MAY REQUIRE THE loads on piers or piles shall be 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 - support for the pile. tests or method of analysis . accordance with accepted engineering processes for the particular purpose professional . Where the ratio of the 8) THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING A PTS APPROVED STEEL BRACKET OR SLAB-SUPPORTINGpractice and the applicable provisions shall have been thoroughly established depth of embedment of the pile-to-pile 0 CHANNEL AS THE CASE MAY BE- AS SHOWN ON ENGINEER'S PLAN. THESE CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY §1808.2.2 General. Pier and pile §1808.2.8.2 Driving criteria. The of this code. by satisfactory service records or other diameter or width is less than or equal 0Z TRANSFERRING THE STRUCTURAL LOADS TO THE HELICAL PILE. foundations shall be designed and allowable compressive load on any pile evidence that demonstrates the to six, the pile may be assumed to be PP installed on the basis of a foundation where determined bythe application of §1808.2. 9.2 Unbraced piles. Piles effectiveness of such protective rigid. q) WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HELICAL PILE. THESE RECORDS SHALL INCLUDE, BUT ARE NOT tY investigation as defined in §1802, an approved drivingformula shall not standing unbraced in air, water or in measures . m -,Qti -11v,- ° LIMITED TO THE FOLLOWING: PP Pier orpile groupeffects from soil on � �z �� 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 w �xo, t-000 b) NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO WITNESSED 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 %10EN vI6 c) DATE AND TIME OF INSTALLATION. 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 o418c _Y9 d) LOCATION AND REFERENCE NUMBEix OF EACH PILE. 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�10 -, - , e) DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. The investigation and reportprovisions laterallysupported at 5 feet (1524 mm) shall not be used for the support of force is less than 8 pile diameters . 0Z�=zozo(wu-N tTl f) OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM BOTTOM OF GRADE BEAM OR FOOTING. g P both driving stresses and net PP of §1802 shall be expanded to include, displacement per blow at the ultimate below the ground surface and in soft new construction unless satisfactor Pile rou effects on vertical ca acit w�wNQz~N� = Q TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PRACTICAL. IN LIEU OF THIS REQUIREMENT, THE TERMINAL Y g P P Y K L~ u H-m 1- 9 til but not be limited to, the following: load. Allowable loads shall be material at 10 feet (3048 mm) below the evidence is submitted to the code shall be considered where pile Q *` QO��N v TORQUE SHALL SE RECORDED A5 A MINIMUM. w L Y Q o 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' :za0"'z I) 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 . z T K i00 -111-0 o t O ) ABRUPT CHANGES IN INSTALLATION TORQUE installed capacities . equation load shall be determined for official after a foundation meet the requirements of this code. 61.(00M-RV k) ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. gravity-drop dro or ower-actuated hammers investigation b an approved agency. Such piers or piles shall be load Where a minimum length for reinforcement � o�dtiWFxQo g Y PP g Y• P P 1-06 t oma} 2 . Recommended center-to-center spacing g y P P tested or redriven to verif their or the extent of closely spaced .(wwaz>oQj�� P g and the hammer energy used shall be the Y 99',0609111- maximum ,�,_w Z z of piers or piles . maximum consistent with the size, §1808.2.9.3 Allowable lateral load. Where capacities . The design load applied to confinement reinforcement is specified oa >UI < O 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, VNowo0;ort9� 3. Driving criteria. 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 �-Fw,'wwiQ �L I. EXISTING RESIDENCE SHALL BE TEMPORARILY SHORED AND SUPPORTED UNDER THE DIRECT SUPV with the approval of the code pile group shall be determined by an redriving data. specified lengths or extents are wv9W 1110 L= n_o>w'o w L� OF NYSPE, AND THE CONTRACTOR SHALL NOTIFY THE DOB IN WRITING AT LEAST 45 HOURS IN 4 . Installation procedures . enforcement official. The introduction approved method of analysis or by maintained after pier or pile cut-off. ,nFWFIo�wO?u_ ADVANCE PRIOR TO COMMENCING ANY WORK IN ACCORDANCE WITH THE AUTHORITY HAVING lateral load tests to at least twice the §1808.2.19 Heaved piles. Piles that have 0 o N o°<J020 L 0 o e JURISDICTION. 5. Field inspection and reporting of fresh hammer cushion or pile cushion GENERAL NOTES: --w i-n(Y}a • o P P g material just prior to final proposed design working load. The heaved during the driving of adjacent uwz�r� o z 2. PILE CONTRACTOR SHALL INSTALL ALL PILES UNDER THE DIRECTION OF A NYSPE MIN. 25' DEPTH procedures (to include procedures for ALL PILES MUST COMPLY WITH PILE LOG ) Lj o m o ~ penetration is not permitted. resulting allowable load shall not be piles shall be redriven as necessary to �HzD%� Z_3Ln3 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 Q<C 1 ,d p aw D- PILES MUST BE ICC APPROVED, SUPPLIED BY PTS MACLEAN DIXIE I-8OO-282-'7453, AND SHALL more than one-half of that test load develop the required capacity and Q w capacity where required) . STATE LICENSED ARCHITECT OR ENGINEER AND y y D y, _.-o HAVE A MINIMUM FOS OF 2.0 WRT TO TORQUE CORRELATION AND PILE WORKING LOAD. §1808.2.8.3 Load tests. Where greater that produces a gross lateral movement penetration, or the capacity of the SUBMITTED PRIOR TO CONSTRUCTION. 1-1-Q a i-m o to 1-o o A 3. ALL HARDWARE, JOIST HANGERS, HURRIOANE STRAPPING COMPONENTS, COLUMNS, NAILS, PLATES B 6. Pier or pile load test requirements . compressive loads per pier or pile than of 1 inch (25 mm) at the ground surface. pile shall be verified by load tests in STEEL COMPONENTS SHALL BE HD GALVANIZED AFTER FABRICATION. permitted by §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 SITE INSPECTING THE PILES AS THEY z z z m 4. ALL REBAR 4 TIE WIRE SHALL BE EPDXY COATED. ALL CUT OR EXPOSED REBAR SURFACES pile foundation is in doubt, control or pile stresses. Allowable stresses §1808.2.20 Identification. Pier or pile ARE SCREWED INTO THE GROUND. SHALL BE TOUGHED UP W/ EPDXY OR COLD GALV. PAINT AS NEEDED. test piers or piles shall be tested in greater than those specified for piers materials shall be identified for 8 . Designation of bearing stratum or u, 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 strata. 4945 . At least one pier or pile shall are permitted where supporting data this identity maintained continuously 1808 OF THE NEW YORK STATE BUILDING CODE. o • MACLEAN DIXIE HFS I- Y2" D6 HELICAL FOUNDATION PILES 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) necessar subsoil conditions . Where required by with the code enforcement official . point of installation or shall be Y• the code enforcement 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. L ULTIMATE COMPRESSION CAPACITY - 55 KPS WITH A TORQUE FACTOR (Kt) = Ioof types of piles not specifically tested where necessary to establish the 1 . A soils investigation in accordance grade. The approved agency shall E �� SINGLE 12' HELIX ULTIMATE STRENGTH - 30 KIPS, %/a" C 50 KIPS,)" EXTENSION mentioned herein is permitted, subject safe design capacity. The resulting with §1802 . I furnish an affidavit of compliance to PROVIDE TEST PILES IN CONFORMANCE WITH ASTM A ULTIMATE TENSION STRENGTH - 60 KIPS WITH COUPLING BOLT code enforcement official. D 1145 OR ASTM D 4q45 PER NEW YORK STATE to the approval of the code enforcement allowable loads shall not be more than 2 . Pier or pile load tests in accordance BUILDING CODE. 0 N official, upon the submission of one-half of that test load, which with §1808 .2 .8 .3, regardless of the load §1808.2.21 Pier orpile locationplan. A z acceptable test data, calculations and lb Produces a permanent net settlement of g Lu P GENERAL CONTRACTOR MUST COORDINATE PILE Q SINGLE HELIX EXTENSION not more than 0. 01 inch ton (0. 0285 supported by the pier or pile. plan showing the location and = N other information relating to the perPLAN AND PLANS PREPARED BY TODD O'CONNELL .3 _i - -.mr structural properties and load capacity mm/kN) of test load, and not more than designation of piers or piles by an �- ARCH I TELT PG. ► P P P YThe design and installation of the pier identification system shall be filed - T U of such piles . The allowable stresses 3/4 inch (19.1 mm) . In subsequent , , or pile foundation shall be under the with the code enforcement official m N t shall not in anycase exceed the driving of the balance of foundation OBTAIN ALL PERMITS PRIOR TO THE START OF v 13/16 DIA.HOLE(TYPI 11/2'RCS BAR(TTP)-{ OUPLIND direct supervision of a registered prior to installation of such piers or Q Di Q 0 limitations specified herein. piles, all piles shall be deemed to have r I design professional knowledgeable in the piles . Detailed records for piers or WORK. 0 0 z II a supporting capacity equal to the field of soil mechanics and pier or individual piles shall bear an �t _ §1808.2.4 Pile caps. Pile caps shall be control pile where such piles are of the >n ,- w ---riao4�► of reinforced concrete. The soil same type, size and relative as pile foundations who shall certify to identification corresponding to that ,- i Z F i lengththe code enforcement official that the shown on the plan. 0 cN Q I I immediately below the pile cap shall not the test pile; are installed using the el 3XLDER ��u''' be considered as carrying any vertical same or comparable methods and equipment Piers or piles as installed satisfy the 4 m p 3K1ER HELIX DIA. load. The tops of piles shall be as the test pile; are installed in design criteria. §1808.2.22 Special inspection. Special - I "rL`XDfA inspections in accordance with §1704 . 8 I ' ' 4 • 3"LAVER _ !� embedded not less than 3 inches (76 mm) similar subsoil conditions as the test §1808.2.11 Piles in subsiding areas. and §1704 . 9 shall be provided for piles y 1 "K°'� �r� into pile caps and the caps shall pile; and where the rate of penetration Where piles are driven through subsiding and piers, respectively. 3 XLPVER I� extend at least 4 inches (102 mm) (e.g. , net displacement per blow) of ll' TYP HELI%DIA. i fills or other subsiding strata and 4- beyond the edges of piles . The tops of such piles is equal to or less than that I derive support from underlying firmer §1808.2.23 Seismic design of piers or HEX HEAD ; 4' 711. piles shall be cut back to sound of the test pile through a comparable materials, consideration shall be given piles. BOLT 6 NUT n IN e material before capping. driving distance distance. to the downward frictional forces that TWO HELIX SINGLE HELIX TWO HELIX THREE HELIX TYPICAL PILE/ANCHOR may be imposed on the piles by the §1808.2.23.1 Seismic Design Category C. 111 EXTENSION EXTENSION_ LEAD LEAD LEAD ASSEMBLY §1808.2.5 Stability. Piers or piles §1808.2.8.4 Allowable frictional tn - EX. D6E84 EX, D6E84S1E'-14S11 EX. D684S12 EX, D684S1214 EX, D684S101214 EX. 0612058101214 LEAD shall be braced to provide lateral resistance. The assumed frictional subsiding upper strata. Where a structure is assigned to Seismic 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 V 0 z NOTES: pile, the allowable stresses specified shall be interconnected by ties . Ties that the piles are located in radial the soil material at minimum depth as in this chapter are permitted to be shall be capable of carrying, in tensionILI iii _j I. FINISH - HOT DIP GALV. PER ASTM 153 OR BLACK 7. SEE TEST REPORT FOR ALLOWABLE AXIAL AND directions from the centroid of the set forth in Table 1804 .2, up to a where satisfactory and force to ^ - BY ADDING SUFFIX "U" AFTER CAT. NO. LATERAL LOAD PER ICC-ES ACCEPTANCE CRITERIA, group not less than 60 degrees (1 rad) maximum of 500 pounds per square foot increasedneaeawher data are submitted. andpro of the compression, agfr pileeequalap oro theumn -1 .- z - AC358 BY GTL/THOMSON, AN ACCREDITED IAS 17025 apart. A two-pile group in a rigid cap (24 kPa) , unless a greater value is sload times the seismic coefficient SDS 2. SHAFT MATERIAL- ROUND CORNERED SQUARE (RCS) TESTING LABORATORY. shall be considered to be braced along allowed by the (code enforcement official 0 0 Q z em STEEL BARS PER ASTM Ata e§1808.2.12 Settlent analysis. The divided by 10 unless it can be AND ASTM A516 GRADE the axis connecting the two piles. after a soil investigation as specified 0- 8. ALL MATERIAL 15 MANUFACTURED A5 PER ICC-ES, settlement of piers, individual piles or demonstrated that equivalent restraint Q IOV45M, Methods used to brace piers or piles in §1802 is submitted. Frictional WITH MILL CERT. AT 70 K51 MIN. YIELD STRENGTH. ALIO ACCEPTANCE CRITERIA FOR QUALITY CONTROL groups of piles shall be estimated is provided by reinforced concrete beams }- -I DOCUMENTS. shall be subject to the approval of the resistance and bearing resistance shall based on approved methods of analysis . within slabs-on-grade or reinforced ‘...;Q 3. 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 I Z H STEEL PER ASTM A1018 OR EQUAL WITH 55 KSI unless recommended by a soil cause harmful distortion of, or by competent rock, hard cohesive soils, Piles supporting walls shall be driven investigation as specified in §1802 . i n MINIMUM YIELD STRENGTH. alternately in lines spaced at least 1 instability in, the structure, nor cause or very dense granular soils . (� Q 3• t, Tk foot (305 mm) apart and located §1808.2.8.5 Uplift capacity. Where any stresses to exceed allowable values . 0 Pi In 4. COUPLING BOLTS: 5/4" DIAMETER X 3 LONG HEX j \' E EXCEPTION: Piers supporting foundation • HEAD PER ASTM A525 AND 5/4" HEX JAM NUTS PER �� -T symmetrically under the center of required by the design, the uplift O --U ' §1808.2.13 Pre-excavation. The use of walls, isolated interior posts detailed ASTM A563. ALL HELIXES FORMED BY PRESS DIE gravity of the wall load carried, unless capacity of a single pier or pile shall ettin (FORMED VIEW) j g, augering or other methods of so the pier is not subject to lateral effective measures are taken to provide be determined in accordance with ASTM D pre-excavation shall be subject to the loads, lightly loaded exterior decks V z _ 5. NOMINAL SPACING BETWEEN HELICAL PLATES 15 3X for eccentricity and lateral forces, or 3689, or an approved method of analysis approval of the code enforcement and patios, of Group R, Division 3 and THE LOWER DIAMETER. the wall piles are adequately braced to based on a minimum factor of safety of official. Where permitted, Group U, Division 1 occupancies not provide for lateral stability. A single three. The maximum allowable uplift pre-excavation shall be carried out in exceedingtwo stories of light-frame Q 6. ALL WELDING TO BE DONE BY WELDERS CERTIFIED g 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 PER AWS CODE DI.i permitted for one-and two-familyproduces an upward movement of the pier piles subject to load tests and in such interconnection if it can be shown the 0 v 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- F in not exceeding two stories or 35 feet (10 extension of the pier or pile plus 0 . 1 tr carrying capacity of the piers or piles to the approval of the code enforcement 7 d' z 668 mm) in height, provided the centers inch (2 .5 mm) . For pile groupsi z already in place or damage adjacent official_ . of the piles are located within the subjected to uplift, the allowable structures . Pile tips shall be driven T r Q O width of the foundation wall. working uplift load for the group shall below the pre-excavated depth until the uj Z be the lesser of: Q required resistance or penetration is P obtained. 0 0 Q