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HomeMy WebLinkAbout50907-Z x � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE u SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50907 Date: 7/8/2024 Permission is hereby granted to: Jimenez, William 23900 Route 25 PO BOX 420 Cutcho ue, NY 11935 To: Demo existing structure and construct new single family dwelling as applied for with flood permit, Trustees #10403, DEC, and SCHD approvals. At premises located at: 23900 Route 25 Cutcho ue SCTM #473889 Sec/Block/Lot# 109.-3-1 Pursuant to application dated 11/29/2023 and approved by the Building Inspector. To expire on 1/7/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,891.50 DEMOLITION $403.40 Flood Permit $150.00 Total: $3,444.90 Building Inspector r�xaaa 440 '�. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 � Telephone (631) 765-1802 Fax (631) 765-9502 httD -,Hw-v`w.,sotttlioldtovwrnny.go , Date Received APPLICATION I For Office Use Only yry IT NO. � 0 Building Ins PERM g Inspector;P 612�� u,I,G i! �' Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an n Owner's Authorization form(Page 2)shall be completed. Date: '�2 OWNER(S)OF PROPERTY: Name: W 111'\U J\A,kq Z SCTM # 1000- j U� Project Address: Phone#: "`� t d "� Email: Mailing Address: CONTACT PERSON:AME -Name: k-,c cAm -Z. A,) �e^ , S "1 Mailing Address: J Phone#: / Z Email: DESIGN PROFESSIONALT INFORMATION: Name: , w, °,'� Mailing Address: ? C� � . J 1 Phone#: L Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION 8 New Structure ❑Addition ❑AI ration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other rn0 + D $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to h G[ N this property? ❑Yes GCNb IF YES, PROVIDE A COPY. Chapter 236 Box of the After odReading' d ii Pg: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by pte LICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to'comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):AMP Architecture BAuthorizedAgent ❑Owner PP Signature of Applicant: Date: g STATE OF NEW YORK) SS: COUNTY OF ��1—) f it being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. BARBARA H.TANDY Sworn before me this Notary Public,,State Of Noww York p t No. 01 TA60880�01 day of 0 t�P�l . 20 a3 o Qualified In Suffolk O tal ,�S 3va-] Notary Public PROPERTYHOI Z .� (Where the applicant is not the owner) I, ill 1 Q r�A J %m e (AC Z residing at IZD 3q OO do ct►r-\ u+C ho uC— do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. a A�tr�� 3 - 3o - a3 Ow er's ignatu� Date l_�.) t l t i Q IM _3 v m2,ne L Print Owner's Name 2 1 t TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 r4 Telephone (631) 765-1802 https://www.soti th ol townn y. ov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone:x,shaded x,&AEs FIRM Panel: 163 of 1026 SCTM#1000-109-3-1 Address:23900 Main Road City:Cutchogue =—Zi!: 11935 CONTACT PERSON: Name:AMP Architecture Phone#:631-603-9092 Mailing Address:PO Box 152, Mattituck, N.Y. 11952 PROJECT DESCRIPTION: Proposed 2 Story Frame Dwelling, Breezeway, Garage, I/A OWTS, & Storm Water Management SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity 8 Residential(1 to 4 families) R New structure ❑ Residential (more than 4 families) R Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑ Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ii Grading ❑ Drilling ❑ Dredging 8 Connection to public utilities or services ❑ Paving ❑ Placement of fill material 8 Drainage improvement (including culvert work) ❑ Roadway or bridge construction R Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): B signing blow I agree to the terms and conditions of this permit and certify to the best of m knowledge the information contained _Y _g g e g P r�fY Y g in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By (print nam : P Arch iteff 11 re Signature of Applicant: Date: 1 1/29/2023 Submission Requirements - (4) sets of drawings 1 copy of the following at 8x11, b/w -Application signed and notarized (PRINTED) - Floodplain Application if property is in a Flood Zone (PRINTED) -Copy of survey (11x17, COLOR) (PRINTED) -Trustees permit or letter of non jurisdiction, if applicable (PRINTED) - DEC permit or letter of non-jurisdiction, if applicable (PRINTED) - Health Department Permit&approved site plan (11x17) (PRINTED) - Rescheck (PRINTED) -Manual J &S (PRINTED) A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build May 2,2024 Town of Southold 54375 NY-25 Southold,NY 11971 Jimenez Residence 23900 Main Roach :" Cutchogue,NY 11935 r, Tax map#1000-109.-3-1 To Whom It May Concern. At the above referenced property,the gas service has been disconnected from the house back to the road.Also,the electric service has been detached from the house and moved to an H Frame. Please contact our office if you have any questions. Thank you, Anthon crtillo,RA, LEED AP PHOTOS OF REMOVED METERS ATTACHED FOR REFERENCE r OFtiw A X N . m .. Y A M Arch j te 1 g Address:10200 Main Road,Unit 3A,Mattituck NY 11952 11 Phone:(631)603-9092 Design + Build j i Y, m i 9 to k r � � 4 w i r MAY ..- 2024 ��YY u'" ipl is s i Town Hall Annex Glenn Goldsmith,President ° � 54375 Route 25 A. Nicholas Krupski,Vice President 4 P.O.Sox 1179 Eric SepenoskiJ Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 September 14, 2023 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Anthony Portillo AMP Architecture P.O. Box 152 Mattituck, NY 11952 RE: WILLIAM JIMENEZ 23900 ROUTE 25, CUTCHOGUE SCTM#: 1000-109-3-1 Dear Mr. Portillo: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 13, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE:the Administrative Amendment to Wetian,d Permit#10403 to construct a 2 Story Frame House &Garage: 1,750 SF, 50'x25' & 20'x25'(Garage) in lieu of the previously approved 50'x25' two-story dwelling with a 22'x25 g' gara a (1,895sq.ft. combined), Front Covered, Porch. 345 SF, 5`x43' in lieu of the previously approved 8°x34' (272sq:ft.) front covered porch; Proposed Breezeway: 30 SF, 8'x10' in lieu of previously approved 8'x20" (150sq.ft.) breezeway; Proposed Concrete Aprons: 100 SF 4'x13' & 2'x14' in lieu of previously approved 3'x13' and 2'x20' (104sq.ft.) concrete aprons; AC &Generator on Cone. Slabs: 36 SF in lieu of previously approved 30sq,ft. aprons, Install Drywells: (5) @ 3'Dia. x TD, in lieu of previously approved seven (7) drywells to install 5' high deer fencing at rear and sides of property, approx. 334 If; establish and perpetually maintain a T wide vegetated non-turf buffer at rear of property in lieu of previously conditioned split rail fence 1 ' off seaward side of property line and anon-disturbance buffer; and as depicted on the site plan prepared by Anthony M. Portillo, RA, dated August 17, 2023, and stamped approved on September 13, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely„ Gl nn Golds ith President, Board of Trustees yy 44w— wD I�R ... rb.46F0. q d rt :. V TCJ141d Of f`.r'��4Gb19� JI'ME vN EZ RESIDNENCE Wq'�x H,w �'yi �P �V d��� �X� � mn^�rvm yq ��fi,.�� �i�•� ,tlNJpY d a fy tl f 2*m •" , � �, w��in nw rr^ MMiwian L 1 ,i w o-uw awm mmpmm�x I', Wft�r V tlp' u w NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov September 29, 2023 William Jimenez 23900 Route 25 PO Box 420 Cutchogue, NY 11935 RE: Permit No. 1-4738-04956/00001 Facility: 23900 Main Rd, Cutchogue SCTM# 1000-109-3-1 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECI-) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity, Please carefully read all permit conditions- and special. permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, ;2'le ec Victoria Reed Environmental Analyst Cc: AMP Architecture, BMHP, File PO RK Department of �rlt Environmental Conservation in NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04956 PERMIT Under the Environmental Conservation Law GCL Permittee and Facility Information Permit Issued To: Facility: WILLIAM JIMENEZ JIMENEZ PROPERTY 23900 MAIN RD 23900 MAIN RDI1000-109-3-1 PO BOX 420 CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935-0420 Facility Application Contact: AMP ARCHITECTURE PLLC PO BOX 152 MATTITUCK,NY 11952 (631) 603-9092 Facility Location: in SOUTHOLD in SOI^I OLK COUNTY Facility Principal Reference Point: NYTM-E: 710.59 NYTM-N: 4542.206 Latitude: 41100'13.9" Longitude: 72°29'45.4" project Location: 23900 Main Rd, Cutchogue SCTM# 1000-109-3-1 Waterbody: Downs Creek Authorized Activity: Remove existing single-family dwelling and garage, and construct new single- family dwelling, barn, and I/A OWTS. All work must be done according to the three page plan prepared by Anthony M. Portillo, last revised on 918/2023 and stamped NYSDEC approved on 9/29/2023. (VAR) (DEP-ARNO) Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04956/00001 New Permit Effective Date: 9/29/2023 Expiration Date: 9/28/2028 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARY A MACKINNON, DEPUTY REGIONAL PERMIT ADMINISTRATOR Address: NYSDEC Region I Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY 11790 - 40 Date " Authorized Signature, Page 1 of 6 Generated by REScheck-Web Software Compliance Certificate Project 23900 Main Rd Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 2,820 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 23900 Main Rd Cutthogue, NY 11935 Compliance: 9.4%Better Than Code Maximum UA: 427 Your UA: 378 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,410 49.0 0.0 0.026 0.026 37 37 Walls-East: Wood Frame, 16"D.C. 594 21.0 0.0 0.057 0.060 30 32 Orientation: Left side Door-Left: Solid Door(under 50%glazing) 21 0.200 0.320 4 7 Orientation: Left side Windows-Left: Wood Frame SHGC: 0.40 47 0.320 0.320 15 15 Orientation: Left side Walls-West:Wood Frame, 16"o.c. 594 21.0 0.0 0.057 0.060 30 32 Orientation: Right side Door-Right: Solid Door(under 50%glazing) 21 0.200 0.320 4 7 Orientation: Right side Windows-Right: Wood Frame SHGC: 0.40 40 0.320 0.320 13 13 Orientation: Right side Walls-South:Wood Frame, 16" D.C. 900 21.0 0.0 0.057 0.060 41 44 Orientation: Back Windows- Back:Wood Frame SHGC: 0.40 173 0.320 0.320 55 55 Orientation: Back Walls-North:Wood Frame, 16"o.c. 900 21.0 0.0 0.057 0.060 39 41 Orientation: Front ........ ....... ...- Project Title: 23900 Main Rd Report date: 11/25/23 Data filename: Page 1 of 2 / .,I OG FMAF CATA H 7P2Ba5.� a, w✓5✓mb L py„RAL';E a s, sEnERAi REa REME s... +d CN 7.°^'h n.' rT*z5'"'.. ���, /J M wP" r .woes Chi,,, R,L.r"p^ n L rr.-1 •t Lq t L e F -tc i ^'A Y1 e v / m 4 v, A d : MAF 36103LGIb3 F x 2 RAINFALL_VENT-"V,y` a 14e:rfc w Samwu-;GcdNir ar f4:::A•uw n dr q,..pf'4: :arcrn. 4mwy,o,p4n a P 4 M c� 'f �)��I(l�,fl;� g+'..{..,•,„, P%YO^'t'.S"' ,r�,I, iim ✓ltl MAP D4TE Oev25v20e9 a./ PER FT OF GEPiH Q AAam t wd,.9"" b Flm• m+t e/.,aatl✓ Jon'.:da•'•b.:re.:"wrvm ea{.r..p nwca.+.as.b.'.Tn x«*R'w qcs.,er awi be ',ly/„� G/ •, q„'gyp^ _ - I v;B'm D¢5 E E PROVIDES 42:G e ^p.Lm I.y y:do.. rp cmcntcd I� IIY q ,_FT COC_'JNCS:X SHPDCD X e fv IEL= •- ED Q Lmm A � A 9 -H.L hA „,,;/e p.,;v.c ,µgda rs h° %;i I E PROTEGTIOn'v51LT FENGIN6 TO BE S E" 3 DEEP D PROPOeEC 63 G F°TOR �E��-� W ma Lelia° at of ccrocc rA Oh'S M° oncc Pros°cro 3 Tnc/A OWT5 tmt any tc rat°c°o[cvc °rcct / __P�A'P.11 •ORS m R G fw a maxunum w v°ncc n cy orcc-v cl•,arc gwtcr 4 i ^' INSTALLED A5 REOLIRED BY THE TONN OF _ ]A IA ohTS mua:ew.cg scree G gmeM an.m a mm mum 3 nvcn tn'ct ewo of o•aper,_,cvc eo aro c°mp°cbe aow m SOUiHOLD W m^I`.KATER"'SER wE NE rICLG' LWC¢V✓Gt"'PIW WG'..,;.:�:'.® J °«°rm,ae w Ln Ar.e e 9°x 5,r°k eo.+fi.Itia.' Lack J pp - 3 eE 4'„!Or�Rc.^.B Q M roW)or pee vwe (), WATER SERVICE L,NE YW'NG"EAA aCL V„'M Uf 1w5 'L°TV'C'' : y: N_ Iree cram 7 y ARE T i'ri+"- prl°r w rc Dcpa[mcnt don.ng ccr- cat on of ccmp c[°tl y!JN v p,r SURFACE A-NIN5 OR OF HIE AlGS Ln eonavuet an en'm tv['p a"a 3 /A ohTS conk,aw ew prev oee w h e•ng a cat et ppppppgqyii _ W SIN 30'�"GF THE PROPERTY. D,,.,/ d O �L -wL°n bo.marno c or b'a✓Icul or tact ng-trvcwrc Troy x /f qI LOLAT-D +v 'w'E C85CrC'0-rhC..,P fiwW:A'+C✓'1u, HLySn C 3 4n Ope r Llw a ayaeen-wtn vv°tP a coca r° [rvcWre,:.n eaa an 6 II MMM lIMM 4 ELEVATION'S¢E-EREN,'_E NAVY 19BB A MIPERTlll LINES 5'SE�A¢ATIGV IS k'S"^.w"'•9F.'%J 6EThE=V pRYI-ELLS e O �_ De vlmcnt Ia't§e ii,/:up cd.qr:w h Ory a'V.' w pi mtl as gyp.vHp: eaemotve oeag:I•ryprwe°b,the Dcovtment �/'�I I � ,„, I p A,p'w J J , " N J151BLE ELLS ARE LOCATED v.ITHIN CONNED ALL ER_EACERS TO NEAll ORYNCLL^^^n^ of Y(0 DeP t d:u+J'ba^:vm'fivfv':'.A.rMM.me"x e-"➢n3'n'NA Om:+^A'�A c.The top ai-/A OhT5 bnk•n° ro[be°cwe grcoter Ines / �l C N Z O Son terry L°ee 25 5 C OF SI1B-lE-�.T PROPERTY LII•E5. •• mom-If � � nl I-O O�I �I A tl/A D t 9 Y° 4 I.u^. R✓."2 +rvY W:a,.m 6 o na / �ly u5v /N;u 'I Q. (0 y V tT 5 ury:r'bll 0. tr Cxp a Irv�ln MS!" M:Lm4F ! t ''tlti m I" I E STANO Rl TO BE ABANDONED PER LGJ 5 O O J CB 4P^ 9^ pmf0m u,C 0.ne0 m caw 1C+ Mb+'waM. a[; W r. N N I G mry w.m fm'mwm'Y',,:m 4-A M1 0.m. mPxnpaaam pµ mn '"i e r 6 u[ pmrvk we a / IE STANDARDS THE FOLLOWING LO-5 WHIN 150 OF It['A!,J'"°'A&�al asw rnzn~ n o,.rc�w-m:�w .w�.>aw«w w.n a.ra s w��m�a as g ..._......�. ..» „�.�..... °m•+� Sul a 5m1 5 Ne t ' „ �,TILIZE FUB_IO NA-ER AS PER SLWA: _ Desl n Professional's Certification R....ui red. � �O m:,ww�A'r A »�% m t w Aa[tw �. equired. a �o �r,ceb� p " e oarf p, uP.E.or R.A.Certification For ,ma era 6 � d P� �� w a.ewnw t am'.r.k anm nm�o-.-,an.m�,n Aaw+ t SCTM=Iooe-09 I,I Submit P ' / ScT*+•cot-mnrtR�v5p m�rt�aA.maA g wt io-2w0.e tla che.�egrA WWY+mMkWp". ',/� + o 3 sw Awar ..a_. . The Installation and Construcion of the SewageDisposal Syst em al o I lot elo •loot-o3 aaaroro ,xa A�ab reclrwI^wer a..H:w.,eree.'anra mvteImk in°':.w,.Irnm c roume ea:.m,TLen[°eI r°oo-,�In�lw_m,ne. 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NG m wk my,m '.I�ap«a Ip[L ek Mew rarnnM+x� U r L- one s-war tnla ery Iy r // 117//„i���G 2 came Ik/ IF ...../v/�0� 3 Ln the x I Lro eocM1 ng strucwclayawm that I ere o t>r avt Lro pare°r°rc vac°pbne number L r + fl+ di Q e n«corocrrc w to xu on Wn'M1 %LOT / 1°I / Wt5 b be rry DESL¢IPTION(FOOTPRINT) /`RE'°' COVERAGE NET-AND DELINEATED B- / 0. v a MN2't S G % uFWw tl at SHAAN ,B E¢TALN-" Q I A / t aM1e Fwe 20 HCF 3 C"nM R P°'a A tl qym 0 tl aN A.t l.Aa emg e nc act mo *hw.:gc':m� :,^ 'al^a�tm Y:duvea" M1CIP -OTAL SOT AREA 19^Ic.O SF. out tw g Y 2-1 t tcrtgat me p pe"t^C btl k:!g Wr P tc covcro at PPROPOSED ROPOSED GARAGE GARASE IpG00 SF. 5q I n°p✓mtle hte :y.'q/ grotl n Fe con4o paro anell«pl«ee at°c mfortob a ti<aM1l roc l s T Fccde Ema-S-r Maaccmcnt A«ra i% w1 rT-A)I coo_mc rcgv cementer - AO µ.S FP N um wry cr pmrk.Mr�wem,nNe .t,b ew ere-c dt'^m:+MM mu',f. Imo 6 The omc ab meet Not ore E-t-Ice vocal«Wren PROPOSED BREEZEWAY BOO S F 0.4% v.:Aw �'. 411� i q°S V.ArvSr. Aaaccbtlan(nLMA 4X apec kc[Irna x�� q r fen v ohTS is PROPOSED COVERED PORCH 2BI O 5 F. 5% L'P' REPEN 5PAc'REATIoN a "A rb ow°rom wlrlro moat m rvr r e ec4:cc ccra t Tres OPEN SPADE 6LII� ° p t canto L m:at Feve epp cFrwte acerb c wavers gme•aro o at.re PROPOSED SCREENED PORCH 35,0 5 F OT% AJ a DEER FENLE I-om reecM1ing the conve°cro or-I,rctbn ewxea - py�LLINS u./ mm <',w'++' avYP q,. rviMga ISk.ILuFfTM+putt lne R.BL:G WATER r,ry AnpApW4wmwrpq exsn 4.mgry area to B E«n,yaw 4 P h I L n5 "9 atem �OTAL AREA OF AL_ST¢IY-UR=.S 3406.0 5 F I"1690 -- du^" W,p y:aAa.eCtla:'A4CWa Ae Gdr nv J' LNn lea:, F w « artlb tl� .The d PROP 4� ......,,e. .-.�— _,........ De a[menb * reeo d p PROF 6 G'epavewm?d py, �So mLY 10 MAXIMUM LOT COVERAGE ALLOhED:20% �. ticc yIt°no conatrucbe of aoure cro tl *Wes PROPOSED CONCRETE APR✓NS 1000 SF O`% DCCR FCNe V.k a, u vI ' n 9,r /A OhTS tees alo tx avert GaI.a� Ip[ L N «Herr 59�tm 1 D.M prwlxr IMPERVIOUS SURFACES v 8'FROM SRADE \, ""...� B'S"IG"I•b✓.S'"W. tivrme mated°a IHot a-e ro:our Ject to cxceaa ve corrmwn or oHq mp qpa per,Ob W am.�aw q °y a-A tmka mue[x walert Nt Two xtH°ea°I eneur n9 Lancer arc umF mare m. - ^\ uv<rt ne ewe[•+e-vacvm tmtn ka: "I"""r""''a'^''aA'p lsr be mo�I:ppwef uemlt+wP y *'m+""®'ed PROPOSED STEPS 440 5 e 02% Iylt a g or.ester praeaurc ng amaf'e:g cY IIN'Mtmld ennmroM1m 4w.Cmimfmf"a'UIe aya{eee'pwWgy:q metn°ea m f°ow, p—pV ale. PROP.AG OV GONG.PAD ISO 5 F "Y IO.V«wm bat Sc°tn°amao-nnk aM° "9 - pp y c vacvm to your r�",„uw,y+ticr)„p„yrll(p3,,,, ygy, wyk„A+, dy` L PROP GENERATOR ON GONL.. I8�0 5 F O,I% L1yry W f OOmnU o Y The,° b� O%or ^W+°'ron f1°tea :a 'a - oc k f t L :.ma mba 1:g+n vaam lATmud?tmk cnamrer -GTAL LOT COVCRAGE InGLUDING 35&6,0 5.F. IBb% r "'W.. A•y °nen--PA ONRS P ocee S e 6 tltl ,rna MP,rq A 4SY"✓k 0. mfprnrNl'n; q (cmcre[c p m[Ic r °erg ma,a•N novc°aovvepro°r pNll y fib N ¢ +"Aeb #to w.M o^4 1 w e+c .re ewer a y A6 ,'^d^dw^'G^I k mp6++ aMtme vtxel IF, p��. m' tl q IG pm°rp NWd P R++hS 4 o All «pu Cpa mre I oe[Lrees meat♦x«eeaalb a me aervkeeble ,pn xqe arvwna tc."xm p.Cm.tin T AwN NM om+.,. 1°m c a open-s. .'L,Nti'0'G"<:WC "uE pI JY Vxu 6.0. <D PVG I eet tree LwL can BRAD' be e"ym new.epe°for acre ce er°oJ:.atment The I oota N6 ot file qq„ rI y any n x Nsermm Av ew lo-ae meln N `°'w:+•..s n `". g o I.Non concratc prerobr catee o-bnk,yen c°Morm L°Ne I,brn<,eI°w Ae /A L aoclet en o=P„ror°ow Meanm 11 alcoa s The eeper[,ncnt arell°bxrve the°�Ino algLem operab wa:gl Abandonment of the existing sanitary system must be In �,,r y�vp (I4PMA01'Amer con Na-Stec-to P-1-1-1-S,pt c e ne- 1 ep-Hl cyc c. `J 'l 7 A; �,,,, " " PRJP cy "' e a a 'ra'.T•JJ iC L"v"h Gnw°jW9 .......'ie S GREEN ll3 S VA fi'.ro'AS: h tlAC Tana'AN5 Z Ooo-2oOT me ary oco coele rev a onahpbote,. O DeEP°a e wHltth w wmmee conformance with the Department's requirements. �^ 2.Von concrete tmta a oe we macma gib°.a»em eo ai Pe�°^far�akagc of ere ga „tl��I yam„ �� ,� x _- Pv^P aroemure. � a aaA�' uIe I eId/e xr bp[c f ty ty°,e Flee P awe a mf rre e'o'^-. A cone PAD vE11-o " er ..Submit completed form 080 as proof � � �Pµ '" RGGF A5 REG D 4.111..S,..1 W 1n k Imp _w..__ ,�Y{y n LONTOUR LINE OF PROP. umM'w,r nn mwC Amp "7T w'+m .�yd q, PRy IpA[v NAwl fiy'R IL$�.UJ o rcabL wWP ad " A A ✓ / * � z' " �" GRADING N W GRADING SHALL - A � r�'AA i Y v.F4L i[�an L hkM., :AAC'C A A TO d 'J NOT EKGE D 13 LOPE All we a Ill un c-a oMc-wbc vrovco w Lb mvur«surer. 1 A W1 LL OAI LH'CAd.," YCim1'A".LC ^w _®.. �..,... '� „..• """ •. yl 5 pwnea ecr aqu°re zr:q /vYJ''A n A N O CARE El-=13' ,... rw m„w �l GO'f IK,'Jtiaf Ib: root,°r°occcaa c corm°f SDD ( l � A d" d r F' ������_.._, ..�......"...,e.e..._.�. /Plop'"' FEN E d a"Av J PL L 1 a p tL n ncr: apPd F0.nOd`q[ $ E P ..ANJARr 2oi� /A qunA f Y �d •-PROP 2-STORY 0. PROP. _.. I �L_ .G I�- ?�e 1 d r. PR4�.IE�C arx'mta+a 9 kt'm' ry Dn 4"mm4 F ^^+"ro m l PA tt4 W e r M n 6 a.w Mom: All h/ L V.A q PR'GP'..9'FVL AIR LINE JIMENEZ Mm^pm'd WD.FR COVERED PORCH G A Y ° wIPCWn'1KNV 3 I Iweff 50U Poo 1 NYAI 9A A y r I klE o'UM"Mr •.. I T Iryay;mC MAW.SPEL,5; Axrn-An My UN NwP % gplwGe pM F^Iti =5�€ A pn*m b { Y t MCDONALD GC05CRVILES A ,LA A d ga s as Ar p SEPTIC Lba e L t a. FOB 1258 A A ..y 9: I s .'�'..N.. - M„,.5'MIN apt f t tX'pl P mM Splmp 4^:m.^R MGDGE)165-5- u Jy• m ry -- ¢ ..µ••gm A .vd, I - 1 ✓d q _ G ✓ '63U 165-36T1 **^e ms e M /y .LEV A G AIR BLOVV^cR •_. 'aMtl A"A4 ¢ Pr ^ yi,v, 1 M /A NAAv JAry INSTALLED ABOVE DFE _ 23900 MAIN ROAD h m p:mrA m : ALL�D ABOVE DFE m m Z / I FUJMLEAN A A¢M a CONTROL CUTCHOGUE NY 11935 !PAN V R m.>r ¢y b enk1M1 vl%FL SAND I LOAM W ,m p rf �p -- lmk eao r" A +pry is M 0. 'wa'Gy.so 'L^L.AF+ LJ m .AAA N 1f'ri' z .,.ROP 6 ..�� .. �_... ..... V I �/I.m Vr cal .I P"TOfi DR VEWAY FR✓r'c'" •,...:.�,.,-. 10 ������. M 4.$G.',':.. "�u.,^i G:E.. ,w:A c: g.i. i NOTES lf�ta-TITLE, . H nrve.armkwnt urn o,.-,e Iq+ cq.:Hmta O ( A IA7 d Y e ✓ % &b'j O 1 7EER FENe- 9p+", "Wm'1m wu r AA mpwmtxnt�+a M. 4 G- / "O MODIFIED PERVIg15 d� £ �,M.'F ' NOTES eRD T F nE ARSE - ' pJa A w v - { .. Mln,. �,: .. " SITE INFORMATION nnh c�zAVSL I�I / 811J 7 yl 1 I 'o tcm.. @'.AAu;,.+A walk wvx'AG'. n/ W aA tiCGhI '�OE EXIST M 6'w'W J) M1RvL'M"Y CA'ELY.N6L� P �•(P. N ; - y lL a In MA%SLOPE hlThl\ CXI V 2 J'mt°+'A6" k SITE PLAN dtl Nov O r ��C A k E%15T 6ARA63 _ TO B=DEMOLISHED f{ n L`44p" nb�PROP O'm-O_YLOK,D15T "^ /. �. / d YI ` rT 50% 6 {3�"IX'(YAINTAIFH 2 NS POINT), ' H„S "'.F .- •,,-1'�'Www."- NO.: R 2� .�4Fj!/ O rypnpyJ A�,fn''�tl4 �' ` e ABANDONED'OR 4 EXP.,m q p. m'"q n., FROM LE 2":MtBn SEPARATION •••'• ""— _ ......n - Cam... I\T APPROVA. -m-- �'✓/✓: z dyj \\OWE REMOVEDF NG'JVFLIe-NITH 50% Y ACHIN6TRENL�S PAGE: UFFOLK awI HEALTH DE: R-25- o - A ,o PROP.I AREA oPL isT scSP l wDAN u r I` �" WnreR N PUE 31 251.00 �" ANC��K OK5TRucnow- s a. P r' D�FIgSA a __ �. SP-101.00 UFFOLK COUNTY DEPARTMENTF HEALTH SERVICES °" A Y � C+tiv;@Y' M N SEPARATION FROM DRIVEWAY ;DID m. •rv5"ID rT s ,! �.:..,................w�. rn (ATL BY IVF_TRATOW MAINTA rd ®.yes try Wiz. V ..h's-Jxm', ,......-- e I. ryry .S uc/ PROP wTION FFIO 'ara N DATE W09 �cPaD` __., ._ 4 _ _,_------ os/23 10F2 PERMIT FOR APPROVAL OF CONSTRUCTION FORA -m y� Ev 5' VERHEAG E.LEG SINGLE FAMILY RESIDENCE MMe.T_ shA E� -___----_ � � A ".�� ------ ---------µ e, EL 95E' _.„,._.. __ � '5...m ...�... I, En.,G.-Eri ee FwIRrAlib ..�.Y�•.,..0. -. w ,,:,:...�. .. uw `�"'�...'�..�..,.«.•--...........w "`.p ....-_....:_....,-..--__- ___-_---_-_ m%ST.GAS MAN El AYGUT THIS 5 AN AVER FI ATI 51TE PLAN a,1 p aY6-, SLEIECT TO THE ON BY A LICENSED 10/19/23 E'w,�.Ii'�+^� R-23-0488 S.RVEYOR THE INFORMATIONIS SIPA I N ROAD (5.�. 2�) E "A YI10..p REPRESENTED ON THIS SITE PLAN IS TO THE p F --- � � ARe-tlITELT5 BE5T0 KNGNLEGSE, p APPROVED r 2 SURVEYWAS INFORMATION S OBTAINED FROM A SURVEY GATED 01/19/_022 MOS- .w-.,. J OR MAXIMUM Im 4 BEDROOMS RECENrkrREvlseDOl,l-/2023.AND �37dt%`� 0 PREPARED 3Y Iq Ui�" OFI�t _ SITE: �}'{ ,N,,�p 5ADING E ATTACHED SPECL4L�ONDITIQNI ,,.,�,' '�r......__�I �' .�---'�.G vJSLAnGSL'RVEY Gev -51 1.'.L/'"'11.'M. _.. ....,.»..._...UU......__. ,,,,,_... ... FHIG SCALE sOU eArw�✓EP P- :.._::.:...... ..- .,_,,,.._.....,.. :.�_ PLAN AND/OR PLOT PLAN...,LLL m_.., ... ... -- RArl-4—.,.. ,� L:_—c,ALE 165 s 2 _.-...,_ ...EXPIRESTHREE YEARS FROM DATE OFAPPROVAL Sogo SITE PLAN HATCH KEY: 4ANCY OR PROPOSED DWELLING PROPOSED FRAME BARN 8 APPROVED AS NOTED USA IS �.Si lL�'',YV? UL 4 GARAGE DAM 6.P� ��t' ! Oi.+` VL! 1 t ts� Lu NOTIFY BUILDING DEPARTMENTAT " ` " .c 631765-1802 SAM TO 4PM FOR THE x J m FOLLOWING INSPECTIONS' .••b..�.�-A. Wes''' r��`,"� - 1 FOUNDATION-TWO REQtnRED - s f T Lo • �R�� � I S�Q F ��,°+':�. ', i.. �°. „ r'b ,�,'` ��` SUBJECT PROPERTY 'C� � C � FOR POURED CONCRETE ' `. 2 ROUGH•FRAMING 8 PLUMt3INt; :' ;`� .�p INSULATION ;®.�. .. FINAL-CONSTRIlCTLON MUST t�'�N YOR ti'VtTN�t_L CO®vS Oo- I . PROPOSED 2 S ORY Nli c z o KSTATE&TOWN CODES T PRIME DWELLING � �TT�CHED C?�R�CE o _ c� 8 COMPLETE FOR REQUIRED AND COt�Ot + ' •��' V ta� . a � �, -Y BE AS R CONDITIONS OF 2. PROPOSED SCREEN PORCH \ =: ✓' C ALI.CONSTRUCTION SHAH MEET .. 0�.1V1�1 ,• ,, ,, • ,•P X CV REQUIREMENTSOFTHECODE �T 5. PROPOSED COVERED PORCH '\ , • : r .'' � tea" �;.: ,!. a', O O O Z C4 DRAINAGE SYSTEM CALCULATIONS: YORK STATE. NOT RESPONSIBLE FM � s : T'�S;`;VP(A(`'s�{t",13E , ,? �� r ` '�� "` '� *f �� �`�� t � m �{'', � TOTAL IMPERVIOUS ROOF COVERAGE = 3,660 S.P. �-. PROPOSED PRIME SR "* 3528 S.F. x 2" RAINFALL EVENT = 610 G.F. STORAGE REG2.'D DESIGN ORCONSTRZ�NERRORS D �� TO � �E BREEZEWAY "`' , , °� . 1 -ccu 6. PROPOSED STOR l WATER M�4NAS E1�ENT 4� �' �*.. .. ;..: a 20 (P DRYWELL PROVIDES 42.2 G.F. PER FT. OF DEPTH (5) 8'(P x 5' DEEP D.W. PROPOSED = 633 G.F. STORAGE PROVIDED (1) 95 s•••� +O(D} + -7' PROPOSED I/A OWTS ' `''� ' y 4 # � '° •` ,�-� "5 s J,a, 1 ° ���1�-,,,�.aR�w.`� •a�.-'r ,p. ,. [ a `[�R �, DRAINAGE SYSTEM INSTALLATION NOTES: T `i 94 • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS / - E WATER SERVICE LINE, UNDEQOROUND UTILITY LINES, SEPTIC / \ O T DATA : LOCATION MAP COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER / DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS / - - _ _ _ • A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS S SCALE: NTS PROPERTY LINES / • A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELLS AND / N, PROJECT / ZONING DATA Q • _ BURIED PROPANE FUEL TANKS. • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL a \• SEE ALSO DETAIL I-A/302. TAX MAP # 1000-IOa-3-I -0O .00 PROJECT LOCATION & SCOPE _ � ZONING DISTRICT AG / NG 4J WETLAND DELINEATED BY \ LOT AREA 0.4 ACRES SITE PLAN & ZONING DATA SITE LAYOUT NOTES: SHAWN M. BARRON + I. THIS IS AN ARCHITECT'S SITE PLAN $ IS ENVIRONMENTAL CofO - ALTERATION, SUBJECT TO VERIFICATION BY A LICENSED 01/2I/2021 RENOVATION, 4 ADDITION NO. Z-1841Q ; 09/26/IQB�i U SURVEYOR. THE INFORMAT ON REPRESENTED ON THIS 517E PLAN 15 TO THE Q�4 FEMA FLOOD ZONE X, SHADED X, $ AE (EL 6) �/-0 0 2 .0 0 GENERAL NOTES ARCHITECT'S BEST OF KNOINLEDGE. ENERGY TABLE 2. SURVEY INFORMATION WAS OBTAINED Q ''w WETLANDS DISTRICT PENDING • STRUCTURAL DESIGN CHARTS � FROM A SURVEY DATED O'1'/Iq/2022, M057 �tV�`� I DEC DISTRICT PENDING (�, RECENTLY REVISED OI/17/2023, AND 0��?� RECREATION W PREPARED BY: N// N ,QQ HOLDOWN, ANCHOR BOLT, 0 DWELLING w/ n�0 OPEN SPACE PROF. (01 DEER FENCE SUFFOLK COUNTY HD APPROVAL PENDING 4 BDRMS. SGALIGE LAND SURVEYING P.G. \\` PUBLIC WATER FLOOR AREAS PER SOUTHOLD TOWN GORE 280-4: STRAPPING, & NAILING DETAILS 1 SOUTH BAY AVE. ISLIP, NY 11-151 1 _ FASTENING SCHEDULE Aim MJSLANDSURVEY.GOM PROP. 6' � EXISTING EXISTING 631-Q5"1-2400 \ DEER FENCE _ 115.00 HABITABLE GROSS --►--= - Q SPACE AREA �^ FRAMING GRAPHICS BASEMENT AREA 0 S.F. o S.F. BEAM CONNECTION PATTERNS JANUARY19,2020 11 00 FIRST FLOOR AREA 6a6 S.F. '165 S.F. FIREBLOCKING DETAILS 1� o TEST HOLE DATA co P MCDONALD&EOSERVICES V " EL.=4.8a' O POB I252, , E .=5.Q2' LD SECOND FLOOR AREA 257 S.F. . 2Q6 S.F. A- 10 1 .00 PROPOSED DEMOLITION PLAN SOUTHOLD,NY IMI - (63I)-765-56-M O /MWOEOaSMAIL.COM O_ AREA TOTALS C155 S.F. 1,061 S.F. 1 EL-6.0' �1 PROPOSED PROPOSED - 0� ,OQ PROPOSED FOUNDATION PLAN�el HABITABLE GROSS SPACE AREA MIXED SAND d LOAM GRAWLSPAGE AREA o s.F. o S.F. 0�,OQ PROPOSED FIRST FLOOR PLAN -00 SH BROWN FINE TO COARSE ii ;} O , _ _ - - - - -5.� - /� - 35' REAR Y RD SETBACK L �O� SAND WITH GRAVEL n , - FIRST FLOOR AREA 1,321 S.F. I,gIO S.F. . 5'•� 5P PALE BROWN FINE SAND - - - -��- (P➢ A- I O�,0O PROPOSED SECOND FLOOR PLAN II If \ -o-► SECOND FLOOR AREA 1,255 S.F. 1,346 S.F. n -� �15.0; rn � AREA TOTALS 2,5-74 S.F. 3,256 S.F. PROP. A- 105 .00 PROPOSED SECOND FLOOR PLAN WATER IN PALE \ - SCREEN I 'SP' BROWN FINE SAND [�j� ¢ _ _ PROP-OAS - L� -_ PORCH - _ N�/�'� /r O' 6.0 - , o, - ®� .00 PLAN SCHEDULES PROP:WATER 5UPPLY LINE - �o N L LOT GOVERAOE LIGHT &VENT - - I O / / PROP. 2 STORY WD. FR. � - rn COMMENTS, &ROUNDHATER � SOUTHOLD TOWN CODE 280-124B tq ENCOUNTERED 5.5'BELOW DWELLING w/ GRAWLSPAGE 8 7.0 �� _ -2® � .O® PROPOSED EXTERIOR ELEVATIONS 12 GARAGE w/ SLAB ON GRADE 7�C �� w q % 'd �25.0 O . (4 BEDROOMS) /0 w - I _ -i DESCRIPTION (FOOTPRINT) AREA LOT N COVERAGE IL , F.F. EL.=10.0 ETBACK FROM I l p aN GAR. EL.=q.3' _ 8.0' I l00 5 202 .00 PROPOSED EXTERIOR ELEVATIONS PROP. 6' i l / - a R 34.0'% FLAGGED WETLAND TOTAL LOT AREA 1a,314.0 S.F. rJ ILl >r--- -C 1 DEER FENCE ' / / ' - - - - �I I PROPOSED DWELLING w/ I,QIO.O S.F. / PROP. 2-STORY PROP. ATTACHED GARAGE qg3o 2 �.00 PROPOSED EXTERIOR ELEVATIONS HIM. FR. COVERED PORCH p $ ,' O lARAGE w/ p I I 090 I I PROPOSED GARAGE 1,000.0 S.F. 5.230 �w�p SLAB ON i Q GRADE 4 5 -J`� 5 i1 PROPOSED BREEZEWAY 50.0 S.F. 0.4% A-50 ,QQ BUILDING SECTIONS o BEDROOMS) }-- q.o PROPOSED COVERED PORCH 281.0 S.F. 1.59b SLAB EL.=Q.3' I / ' �o - 8.0 - - i PROJECT: /M_/ / PROF.I Q 31 , I PROPOSED SCREENED PORCH -5.0 S.F. 0.�10 -�Q� QQ BUILDING SECTIONS I Lu ,� / \\DW i I 0 j TOTAL AREA OF ALL STRUCTURES 3406.0 S.F. 11.690 J I M EN EZ / I / I / 25.0' I i MAXIMUM LOT COVERAGE ALLOWED: 2090 L q 55' FRONT YARD SETBACK ► \-�O .®® DESIGN DETAILS RESIDENCE / I / �. - - / p 1 IMPERVIOUS SURFACES < 8 FROM GRADE �� I / / GONG. APRON ^\ '' j DEER FENCE �P� � „(1 /J/ /O MODIFIED PERVIOUS I �?� PROPOSED CONCRETE APRONS 100.0 S.F. 0.590 A-4Q2 �QQ DESIGN DETAILS PROF. N�// DRIVEWAY -� 10 I I 0 C. o � \ DW / 2 ON PROPOSED STEPS 4a.0 S.F. 0.3�b 23900 MAIN ROAD DW (RAISE EXIST. GRADE/ ♦ MIN. - I- - i Z `-�� TO EL.=�f.0' w/ 590 f PROP.1 �' / I FRCP. AG 4 GEN. GONG. PAD 55.0 S.F. 0.295 �✓ q� �� '' & / / \ Dw / - - --- I / �- O I .00 PROPOSED STRUCTURAL PLANS CUTCHOGUE, NY 11935 �-I--u 0/ I/ p MAX. SLOPE WITHIN EXIST. I-1/2 STORY p TESTX I TOTAL LOT COVERAGE INCLUDING �Q'/ / DEMOLISH 20' OF ANY D.W.) FRAME DWELLING �(� _ _ HOLE JOC I �� STRUCTURES <8" FROM GRADE 3588.0 S.F. 195.6% / / EXIST. GARAGE TO BE DEMOLISHED r m� / / / ; i� �� ' ' - - -: -- I,� �j- Q� ,0O PROPOSED STRUCTURAL PLANS DRAWING TITLE: / 1 PROP.1 AREA OF EXIST. SEPTIC SYSTEM; PROJECT LOCATION/ JW// ; \ DW / TO BE ABANDONED (OR & SCOPE CD_ _ � � N ZONING REGULATIONS MAIN BUILDING + I REMOVED IF IN CONFLICT WITH I� 0 u► rj- O�j.00 PROPOSED STRUCTURAL PLANS SITE PLAN & ZONING DATA 0 / Q 2� ANY PROPOSED CONSTRUCTION) /L _ _ ,/ i-rn _ �� /Q� / PER SGDHS STANDARDS ,// Iz a . SOUTHOLD TOWN GODS 280, ATTACHMENT 3 280-2145 - -- rn N65°10'40"E N'78°Oq'20"E 159.17 /° EL.=&.23' `__ 483, EXIST. EXIST. PROPOSED COMPLIES �- 10�.00 PROPOSED STRUCTURAL PLANS UTILITY EL.=ci.56' If EXIST. //� _____POLE PAGE: n I UTILITY ----_�:�" _ _ _ _ _ _ I I POLE EXIST. OV_ER_HE_AD_ E_LE_G_WIRE_S_ _ _ --�_ MIN. FRONT YARD 35.0' 33.4' 35.0' YES ,�� - - - - - - - - - -I - -I - - - - - - - - - - - - - - MIN. SIDE YARD 10.01 34.5' 1'7.4' YES - IOI .00 PLUMBING RISER DIAGRAMS // EXIST. ,�- I GAS RISER DIAGRAM G-001m0o MIN. COMBINED 25 0' 110.5' 4clY YES DRAIN --=I=��__� / ---- SIDE YARDS II I -I-----�--�- ------------ EXIST. GAS MAIN -------T MIN. REAR YARD 55.0' 6'7.4' 40.3' YES DATE: 11/08/23 1 OF 22 I I MAXIMUM HEIGHT =55,01 33.1' YES " I A I N: R O A D (5.R. 2 5) I I 50UTHOLD TOWN GODS 280-207 (A)(I) LOT SIZE / AREA IN ALLOWABLE TOTAL ra EXG_SS OF 10,000 S.F. 10,000.0 S.F. Q,314.0 S.F. GFA GFA SITE FLAN (b) LOTS CONTAINING UP TO 3,550 S.F. SCALE: I" = I5'-O" 20,000 S.F. MAX, r ; ALLOWABLE S.F. / PLUS .; 77-1 12.5% OF EXCESS LOT 2,100.0 S.F. 1,164.3 S.F. 5,264.5 S.F. 3,256 S.F. ' AREA OVER 10,000 S.F. P CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY 1. $� D \ / IC, FOUNDATION AS IT NOTES � Ji�EG I F I GATI ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 # BETTER (Fb = b'75) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE APPLIES TO THE NEW WORK BE NB ERFORS TO VERIFY ALL IRMED AND ONS OF ISHALL GOORD NATE THE A55 E 1( I AT I O I�lJ OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING TOOETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2• ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK b" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ---- GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2 ALL FODTIN65 TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E I BFE BASE FLOOD ELEVATION INT. INTERIOR Q S. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BLDG, BUILDING K KIPS (1000 LBS) 0 GENERAL PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD L!J I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATlONS Lu co 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED J Cy) 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TINC PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Q +� Lo STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MESH. MECHANICAL �C b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING UNTIL 151 TIER OF FRAMING 15 IN OLAGE. Z) b7 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH I.B. B.O.W. BOTTOM OF WALL MIN. MINIMUM O AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - - U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, �• FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. �- C9 G.J. CEILING JOIST NAVDbb NORTH AMERIGAN VERTICAL DATUM OF labb +_ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED y' Z 0 OF THE OWNER/BUILDER "I. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE CRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE c C\J 1 SOLID WITH CONCRETE. t1 WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE .CO Ln � � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS b. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. 1 CONTINUOUS O.G. ON CENTER T 2 X V CV 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR Q• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. SHALL BE CLARIFIED WITH THE ARGHITEG�'/ENGINEER BEFORE PROCEEDING C � i WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE INSIGNIA OF THE GRADING AOENGY WHICH COMPLIES WITH THE DBL. DOUBLE EGG. OCCUPANCY O 0 O a--+ (9 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 26 m P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. _c 0 4-J `""' 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.5.1., U.O.N. 4-J .m � UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DFE DESIGN FLOOD ELEVATION �PBFE PRELIMINARY BASE FLOOD ELEVATION 1 � CV � (B 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING 5GHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH Q 0 ON PACE 6-003. GENERALLY, 5HEATHING 15 OF 1/2" THICKNES5 ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I C10.1 STRUCTURAL GLUED LAMINATED b MIL. POLYETHYLENE VAPOR BARRIER UNDER [DIM. DIMENSION P. GONG. POURED CONCRETE '- a:'1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. P.I.I. DECK JOISTS PL. PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED b. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 EA. EACH [PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 1 I /� � 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE (i) WALL TIE PER (3) SQ. FT. W NAILING AS PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS ELEV. ELEVATION P.T. PRESSURE TREATED DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12• EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. 11. THESE SET OF DRAWIN65 ARE THE PRO'=ERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. EXISTING RI r RISER AND SHALL NOT BE ALTERED OR BE REFRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. EXT. �I EXTERIOR RM. ROOM I PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF Ib. NO CONCRETE MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES F.A.I. R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE OF 40°F AND FALLILI FRESH AIR INTAKE NG, UNLESS APPROVED BY ARCH ITEGT/ENGINEER. NO • EXCEED b'-O" AND AT EVERY b'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS CONCRETE SHALL BE PLACED ON FROZEN SURFACES. n 1 RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO STL. STEEL tjf 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ARCHITECT/ ENGINEER. F•A•V. FRESH AIR VENT S.V. SMART VENT �}� WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD TO BE DETERMINED • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE Ib. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK SENNEGT H WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 A. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A r 1 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. F.J. FLOOR JOISTS THK. THICK v LIABILITY INSURANCE. ALL SHALL COMPL•i' WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - L_ AND ORDINANCES. " WALLBOARD, ASTM 05-1 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7a CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FOUND. FOUNDATION � T.O.W. TOP OF WALL 0) FLOOR SHALL NEVER EXCEED A Ib SPAN. _. ____ SPECIFICATION FOR GYPSUM 5HEATHING BOARD. � • 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FRCS FLOOD RESISTANT CONSTRUCTION ELEVATION T�r TREAD r ^ 14. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING v J THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL A5 IN SOLID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x b"' --- COMPLETION OF PROJECT. AS PER PAGE G-003. DEEP S 3'-O" BELOW GRADE. FR. FRAME rl TYP. TYPICAL MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF _ 0 n 1 I"1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE FRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD 5IDING. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED �/ ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLASS WINDOWS AND DOORS Q AGAINST ALL CLAIMS, DAMASE5, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. METAL BY REPEATED BRUSHING DIPPING OR SOAKING UNTIL THE WOOD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.b.l. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE GYP. BD.- � GYPSUM BOARD �V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR I5 TO INSTALL HARDWARE THAT I5 5PEGIFIED BY P.T. LUMBER CLEARANCES ARE PROVIDED. MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WITHIN Ib" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACTT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWISE NOTED. - < CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEUSER 7RU5 JOIST 2.OE MICROLLAM LVL 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEORCIA PACIFIC 2.OE 6-P LAM LVL 1.6.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. HER. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET _ A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE Ib. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. 5EG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. 11 BUT NOT LIMITED TO FORM-WORK, aLO CAREFULLY SUPERVISED FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR �I S I I I A`�I O�I � F E I E S`BRA 7 I O I F_O� RF_�EE 175 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22• STANDARD FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR `�✓l�l.- I I `t I `t I I y I y I �J TO BE SURE THEY ARE IN ACCORDANCE hIITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S I.b.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPEGIFIGATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL AUTHORIZATION OF THE ARCHITECT/ENGINEER• REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ I Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT COMPLIES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE b. ALL CLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS VALUE GIT TION (PER 2020 NYSEGGG) PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1114.1 CELLUL051C -.-- EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE I U-VALUE = 0.25 MAX. U-VALUE = 0.52 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH I FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/5F YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 5I0ING USED IN THE GHARAGTERISTIGS OF THE ANDERSEN WINDOW SPECIFIED. THE PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, _____7 SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING,U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS i R-49 BATT INSULATION, OR R-49 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- I), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. CEILING R-VALUE SPRAY FOAM INSULATION WHEN MIN. R-VALUE = 4ct YES 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION INSUFFICIENT ATTIC SPACE PER TABLE R402.1.2 - CLIMATE ZONE 4 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/b" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME GROSS-SECTION. TEMPERED CLASS. UNAUTHORIZED USE UNDER FEDERAL LAW E3Y THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2"xb") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) YES COPYRIGHT PROTECTION ACT OF I990 (AWGPA), WHICH HAS SEVERE PENALTIES. 25• FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE i GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-003 S 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 SQUARE AND MISSILE TEST OF ASTM Elaab AND ASTM E1666 AS MODIFIED BY 2020 NYS BC MIN R-VALUE = IQ ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SECTION 501.2.1.2.1. 6ARASE DOOR GLAZED OPENING PROTECTION SHALL MEET FLOOR R-VALUE R-30 BATT INSULATION CONSTRUCTION; 557D 10-99 AND 2015 550 HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR PER TABLE R402.1.2 - CLIMATE ZONE 4 YES N CONSTRUCTION 50HEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 5GREW5: LA6 5GREW5 OR LAG BOLT5 SHALL COMPLY WITH ANSI/ AN51/DASMA 115. Z 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME BI6.2.1 5OUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). HOT WATER PIPE MIN R-VALUE = 3 E FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE 5PEGIFIE0 ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH ,R-3 PIPE INSULATION 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN b' SHALL INSULATION PER R403.4 8 R403.5 YES 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOW5: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OENING. PANELS SHALL BE COMPLIANCE STATEMENT: BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH 7HE ATTACHMENT HARDWARE PROVIDED A5 TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN w WALL w/ STEEL SHIMS E A MIN. 5/4" OF NON-SHRINK 6ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GODS USING GRAFTER 4 [RE]. 3. METAL PLATES, CONNECTORS, 5GREW5, BOL75 AND NAILS EXPOSED SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS a R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS 6 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 57RAPPINO 51ZE AND CORROSION-RESISTANT AND THE ANCHOR5 SHALL BE PERMANENTLY INSTALLED AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING a G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" CASE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. F WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED 0 POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL a 4. WHERE WIND HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY TABLE R30I.-T S SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS PLUMBING CLIMATIC $ GEOGRAPHIC DESIGN CRITERIAI. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) i ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) b ANCHOR BOLTS, CODE EVALUATION REPORTS. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. PROJECT: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" SENT PLATE b" LONG 2,2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66"1 STANDARD GROUND SNOW LOAD 25 LBS 5. RIDGE STRAPS SHALL BE ATTACHED TE EACH PAIR OF OPPOSING w/b" RISE d w/ (2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LE65 ALLOWABLE �� �� �� "" SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. RAFTERS EXCEPT WHERE COLLAR TIF-5 OF I xb OR 2 x4 LUMBER 1s STRUCTURAL MEMBER BASIC, WIND SPEED 150 MPH LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.2.b. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND 57APLES 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION DEFLECTION J I M EN EZ RAFTERS. ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND AT BASE OF VERTICAL WASTE PIPES. RESIDENCE SHINGLES OR APPROVED EQUAL. I. ALL SLOPED AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/b" PER W/ NO FINISHED CEILING ATTACHED TO RAFTERS L/I80 # FOOT. i SEISMIC DESIGN CATEGORY a 2. SHINOLE5 SHALL BE APPLIED OVER 15 BUILDING FELT, UNLE55 OTHERWISE 227 5GREW5: 5GREW5 SHALL COMPLY "1. FLOOR TO FLOOR HOLD-DOWNS TO BE: PROVIDED EVERY 46" AND EVERY . . . WITH AN51/ASME B Ib.b.l IV' WITHIN 4' OF EXTERIOR CORNERS. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE WOODSCREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: INTERIOR WALLS b PARTITIONS I H/I80 AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WEATHERING SEVERE - DISH WASHER........................................2' b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - KITCHEN SINK.......................................2" FLOORS E PLASTERED CEILINGS L/360 23900 MAIN ROAD MECHANICAL CONNECTIONS: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - LAVATORY..............................................2" FROST LINE DEPTH 3'-O" OF J" AND 3"x3"xj" WASHERS. A MINIMJM OF ONE ANCHOR BOLT SHALL BE 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF - SHOWER/TUB...................,.....................2" CUTCHOGUE, NY 11935 CONSTRUCTION. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE 3 ALL OTHER STRUCTURAL MEMBERS L/240 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - TOILET.................................SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF "1' IN CONCRETE/MASONRY - LAUNDRY ................................................2" TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL SE LOCATED WITHIN 12" OR CORNERS 4, ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S - FLOOR DRAIN.........................................5" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 AND AT SPACING NOT EXGEEDINS 4' GIN CENTER. 6Y 'SIMPSON" MANUFACTURER.SPEGIFIGATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ICE BARRIER REQUIREDF YES CODES AND REFERENCE STANDARD: 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAWING TITLE: GENERAL NOTES b. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4" 5. NAILING OF ROOFING SHALL 6E TO CODE. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 THROUGH ROOF. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib SAGE STAPLES ARE INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL ENERGY TABLE PERMITTED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 5TATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 -1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN E EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 NEN YORK STATE FROPERTY'STATE ENERGY CONSERVATION GIONSNANOE CODE, ANDE. 2020 NEW YORK LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON" DRAIN COCKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW STRUCTURAL DESIGN CHARTS "i. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2:12 PITCHES TO 4:12 PITCHES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 2. REFERENCE STANDARD USED FOR ALL HOOD FRAMING, CONNECTIONS OF b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED STRUGTURAL DESIGN LOADS WOOD FRAMING, AND CONNECTION TO FOUIDATION - 2018 WOOD FRAME b. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WITH BACK FLOW PROTECTION. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 8 PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES USING ASTM D 63bl. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. (AFBPA) AMERIGAN WOOD COUNCIL (ANC). 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL PAGE: b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER HEALTH DEPARTMENT STANDARDE AND REGULATIONS. USE LI\/E LOAD DEAD LOAD 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE SITE WORK SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING CODE. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR TO CONGEALMENT OF PLUMBING. EXTERIOR BALCONIES 40 psf 15 psf G002m00 - 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 7. VARIATIONS IN CONNECTOR GONFIGURATIDN SHALL BE APPROVED BY 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, ARCHITECT MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. RECEIVE CLARIFICATION FROM ARCHITEGT/ENCINEER PRIOR TO PROCEEDING. II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. DECKS 40 psf 15 psf b. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC S. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. NOR ANY POTENTIAL DAMAGE THEREOF. CODE, NFPA "10 AND 2020 NEW YORK STATE ENERGY CONSERVATION HANGER SHALL 6E ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE DATE: 11/08/23 2 OF 22 CONSTRUCTION CODE. SITE. STOCKPILE ALL EXCAVATED MATERIALS. WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf GYPSUM WALL BOARD 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ; I. GYPSUM WALL BOARD 5Y5TEMS SHALL BE OF A TAPE JOINT AND JOINT ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE COMPOUND METHOD. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. MECHANICAL FUEL GAS: ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf I 15 psf ELECTRICAL: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. 1. MECHANICAL AND FUEL CAS SYSTEMS SHALL COMPLY w/ THE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE NYS MECHANICAL GODS AND FUEL 6A5 GORE TO 201-I NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE ,�-_� s, DEEMED APPLICABLE. ENERGY CONSERVATION CONSTRUCTION COPE. SLEEPING ROOMS 30 psf 15 psf ,,, e � ��''_N°=��i,, INSULATION 2. ALL MECHANICAL SYSTEMS, APPLIANCES, d EQUIPMENT SHALL BE LISTED, p p `�'� 3. 5/b", ONE HOUR RATED, TYPE 'X' 6YP5UN1 BOARD ON CEILING AND WALLS 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 2. CONTRACTOR WILL FURNISH A =IRE UNDERWRITERS CERTIFICATE UPON 'ti'sr ..,,�- f� LABELED, b INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.S 8 CODE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. COMPLETION OF WORK. STAIRS 40 psf 15 psf Z", I ', c_� - FOIL TO BE PLACED TOWARD WARM SIDE. `'P IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS ! .r `. ' !�i" '_' EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: GUARDRAILS AND HANDRAILS 200 psf 15 psf �. ) - 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION - GENERALLY, VERIFY OR PROVIDE HARD WIRED p 1. CONCRETE PANELS OF 5/b" THICKNESS MINIMUM. SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. �C' WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY SMOKE DETECTORS w/ BATTERY BACK-UP IN: 7 � �� , ':�.;"'7 w~r+� CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE a Y ,�/r 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 4. SUPPLY E RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED �. '�' �- F;, ti t TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS FOUNDATION WATERPROOFING. COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED A. EACH SLEEPING ROOM ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf IS psf (1) ..pc `, '` 'z.; r': �/ P P -x.-..� �s wr.. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): 4i�,"� r t",°, l� �.'` 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: B. OUTSIDE OF EACH SEPARATE SLEEPING ' b;.r �`,;��o 5. METAL CORNER BEAD TO BE USED cl" R-50 FOR FLAT CEILINGS ON ALL OUTSIDE CORNERS AND AROUND - 5.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS DUSTS 3"R d GREATER, LEGATED AREA IN THE IMMEDIATE VGINITY OF ATTIC: R-b ALL OPENINGS. DUCTS UNDER 3"(P, LEGATED IN ATTIC: R-6 THE BEDROOMS (GENERALLY THE HALLWAY) (I) - AN ADDITIONAL UNIFORM DEAD LOAD OF 10 PSF WAS INCLUDED FOR THE - 3.5 R-13 FOR 2 x4' WALL CONSTRUCTION DUCTS 3"O d GREATER, OTHER PORTION OF BUILDING: R-6 STRUCTURAL EVALUATION OF SOLAR-READY ZONES b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003, - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION DUCTS UNDER 3"(P, OTHER PORTIONS OF BUILDING: R-4.2 C. EVERY LEVEL OF DWELLING - 5.25" R-21 FOR FLOORS (BASMENT, FIRST FLOOR, b SECOND FLOOR, ETC.) ALL STRUCTURAL DESIGN CONSIDERATIONS ARE 1N CONFORMANCE WITH ASGE -7-I6 (MINIMUM DEVON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOM DETAILS T`rF 1 GAL NAIL NO/STRAFF I NO REOU I REMENTS FOR FASTENING SCHEDULE A ALL HARDIVARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UAL I FT, SHEAR/ $ LATERAL Y`4 ND RES I STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q ALL STRAPPING TO BE I%4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - G AND ROUGH OPENING FRAMING REQUIREMENTS) �520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W *USE Iad NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J � FASTENER 5PEG. FASTENER m HOLDONN HOLDONN B CONNECTION A DESCRIPTION AND QUANTITY SPACING Q N NA I L I NO OR DF '� W FOFOUNDATIONST ROOF I$ GE I L I NC FRAM I NC AT RAFTER TO RIDGE ry � O CONNECTION: I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd , >- C9 ENDWALL ••• """� COMMON NAIL w/o PREBORED HOLES. L Z O ENDWALL """' " RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER "„... (5) 2x FULL (5) 2x FULL CORNER STUD " " �^ 2 2. WOOD 15 ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE N HEIGHT STUD HEIGHT STUD ONNEGTED TO FOR STRAP - 3 8 d* COMMON R.R. 2. SERVICE IL •C6 L0 -1 CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST T 5 v_ () ONNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 L X =3 CV TRANSFER SHEAR "SIMPSON" HDab �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL 0 O 0 4� � • •— •— • CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP (fl I FOR ROOF SLOPES UNDER 5:12 WITH • fir HOLES,SET NEW MEMBER. m LOCATIONS NOTED 2-I6d COMMON O 4J L0 NAILS O O.G. d ROOF SPANS OF 24' OR GREATER, • • ° • • NAILS ® 6" O.G. +C • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED � (V � � � HOEDOWN ANCHOR 2-I6d COMMON � `. USE 4 8 d COMMON NAILS a EA. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-I6d COMMON EACH LAP C O O 10" O.G. IF BLOCKED ON PLANS 10' O.G. IF BLOCKED •,,,,,...,,,.. cc CORNER POST END OF STRAP. G J. c TIE �' • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO a a G O CORNER POST TISHTL GBLOI "SIMPSON" HDab THE END OF THE NAIL TO A 9O° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE THE ABOVE ASSUMES A RAFTER HOEDOWN ANCHOR 5 SPACING OF 16" O.G.; FOR SPACINGS n 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-bd COMMON EACH END „ SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE LOCATIONS NOTED a OF 24 O.G., INCREASE NAILING BY A GR 4-1. ON PLANS o FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END d °n CONNECTION BI E32 AT RAFTER TO TOP PLATE TO STUD NALL FRAMING CONNECTION:• HOLDONN INSTALLATION OPTIONS: - FOR NEW P. GONG. FOUND.'s "." ° ° FOR STRAP - 5 5 d* COMMON NAILS a EA. 52 "�--- -� TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/7/b"0 THREADED ROD ""x ° • • �� END OF STRAP. • • U WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE ` . FOR EXIST. P. GONG. OR NEWLY GURRED FDUND.'s .,.•'"�..., • • ��•5 I • • WeI P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO i 11 GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY --- B� • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. M ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "51MP5ON" AT '' SIMPSON #H2A (OR EQUAL) RAFTER TIE "� —I••�J 1 1 1 (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 3 b d COMMON NAILS ` FOR EXIST. /NEW G.M.U. (GONG. BLOCK) c:: TOP or $OTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME w/7/8'� THREADED ROD CONNECTION "" -•-_............„„„ �„ FOR G.J. TO R.R. - Q I6 d COMMON NAILS � 1 RECUIREMENT5 FOR — BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, v RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-Ibd COMMON I� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDONN 'G' HOLDONN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAK NC FOR NEW 6 EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n l FOUNDATION ® ONE STORY ONLY ; U. W (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD CONNECTED TO • BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR ° "51MPSON' HDab o , (5) 2x FULL �, --"" _ • AT STUD TO FLOOR ASSEMBLY HOLDONN ANCHOR 0 2-16d COMMON HEIGHT STUD ,, -"" �� -' """ CORNER P05T TO STUD CONNEC BLOCKING TO SILL or TION: 5-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 8 --'" - ° TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED G Ifl7t FOR STRAP - 5 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST C q ° i,� NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d CCNMCN ° BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® 6" O. ,o ::::::���.... !......_.._....._„........... I j 1 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT \ a a • ` .. ROOF SHEATH I NC STRUCTURAL PANELS: ID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST D14RJ CONNECTION DI 4 D2 o KING PERIMETER EDGE ZONE s ad COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG, FOL'ND.'s UP TO 4" RAKE OVERHANG .....-•••••""" HOEDOWN CAST IN PLACE w/7/b"� THREADED ROD ,-...--•-""'"•" • • PLATE(5) GONNEGTION:AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NC SHEATH I NC FOR EXIST, P. GONG, OR NEWLY CURRED FOUND.'s "`" • • '} 7/b"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO D2 CONCRETE W "SIMPSON" SET(HIGH STRENGTH EPDXY r7 1/2" MIN. FROM GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), d FOR, TEMR's O°F-40°F USE "SIMPSON" AT CORNER ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. (HIGH 5TRENOTH ACRYLIC, ADHESIVE) ONE #4 REBAR SPECIFIED ON D( `w:". ° END OF STRAP (WRAP STRAP UNDER SILL PL.) NALL SHEATHI NC FOR EXIST. /NEW G.M.L1. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN 1` o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/7/b"O THREADED ROD `.l` 2 Ibd COMMON NAILS I ; STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ••; ° ` ° ° ° ° d FLOOR A7E CO FO�URATION -TABOVE OD TO - _ „„-...._.... ! GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD / LP S N (OR P.STRAP w/0) NAIL_ I N O/S T RA F F I NO N I N D O N/D O O R HEADER 57ANDARD/AL7ERNA7E EQUAL) 0 PLATFORM TO SILL PLATES OF NAILS R EA.END z OF£A.STRAP TO W EA.JOIST-(FOR FLOOR SHEATHI NC (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON H2.5A) 0 A - NUMBER OF bd NAILS ® EA. END OF STRAPPING (2016 WFGM, TABLE 3.1, P. 169);WHEN STRAPPING CONNECTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE SIMPSON CSI6 STRAPPIN6 (OR EQUAL). "„ I" or LESS: �il -..„• ad COMMON 6" EDGE / 12" FIELD � •""'"'""" GREATER THAN III: IOd COMMON 6 EDGE / 12 FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOOR5) (2015 WFGM, TABLE 5.235, P. 291) -'"""" • G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.25G, P. 242; "" ALTERNATE AS PER TABLE 5.23D,P. 215) ...... I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. UJI A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q (2016 WFGM, TABLE 3.-1,P. 169) d PLATE(5) GONNEGTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2olb WFGM,TABLE 5.22F, P. 288) a a° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER (2015 WFGM, TABLE 5.22F, P. 266) a° ° ° °a ° ° 5LAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE ,� a °, a a ° ° a °a m 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. E• (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.6,P. 191) `- „ ° ° FOR STRAP - 5 5 d* COMMON NAILS a EA. 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B �a END OF STRAP (WRAP STRAP UNDER SILL FL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE J I M E N EZ F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS `"^-•.,. e ° g` FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) 2 16d COMMON NAILS RESIDENCE A NOTATION S I CNAGE FOR TRUSS TYPE PRE—ENO I NEERED ROUGH P` B G D (2 PLY (s PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDR) HDW 23900 MAIN ROAD `+ �� THE FOLLOWING BIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2'-0" 5 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE CUTCHOGUE, NY 11935 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR SQL G I NO O TOE 'LAT A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 4'-0" 6 I 2 5 2 2 3 CABLE ENDNALL AUTHORITY HAVING JURISDICTION: " - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-O" a I 5 4 5 2 4 BRACING/STRAPPING DRAWING TITLE: TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT LESS PROVIDE b'-o" 12 2 5 5 4 3 5 }-- SPLICE —{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKIN6. 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "I", "11", "11I", "1V", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B4G - Io'-o" 14 2 4 6 5 5 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLA551FIOATION OF FASTENING SCHEDULE d THE STRUCTURE UNDER SECTION 602 OF 12'-O" 16 2 5 8 6 4 8 BUILDING MINIMUM 5PLIGE'"," BUILDING MINIMUM 5PLIGE'�2a'4 THE NY5 Br,,. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: bell NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-0"/2'-6" I2'-0" 3'-O" OF EA. STRAP do 00, 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, I6'-O' 4-O ATTIC PRE-ENGINEERED WOOD, OR TIMBERG-003mOO I I - - ANGHOR BOLT S�F_CG GAT ON✓GC� CONSTRUCTION AS FOLLOWS: 20'-O"20'-0" 4'-0"/5'-0" 5'-0" - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS TI GIRDERS 4 BEAMS CORNER SPECIFICATION (20I8 WFGM TABLES 5.2A 4 5.26, P. I57 24'-O" -I60) 4'-0"/5'-O" 24' =sa" � -O" 6'-O" BACK® 4 O O.C. �,.' _ "�R= ROOFOR 4 ROOF FRAMING DATE: 11/08/23 3 OF 22 CONDITION FOR ALL STRUGTURE5: 5/2,",P ANCHOR BOLTS a 3q" O.G. 25'-0" iv SECOND FLOOR „ L N6CONNEHS,IOTHE NAIL SPAGIN6ILS SHALLRBE REDUCED I FOOT.FOP, N ORDER TORTER 40-0 8-O'/IO-oil40-O III-oil NOTES: I.TABULATED SPLICE LEN6THS ASSUME TOP PLATE-TO-TOP PLATE a I. MIN. 7 EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS • PROVIDE AN EQUIVALENT NUMBER OF NAILS h. ' w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-O" O.G. N �' END 11 " " 1, ` •: ,%,`,.• 5r.k..,1' `_, :T a. 4� " 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 501.011I3-O CONDI"PION I5 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE TOP TWO COURSES SOLID 8d NAILS EA. END 5.TABULATED SPLICE LENGTHS ARE BASED ON b FOOT WALL 60-O I2-O /15-O 60-O I I6-O OF EA. STRAP s 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/b; PLAN DIAGRAM OF ZONES, OR REPLACED B W Y HOLD DOWNS FOR 5HEARALL5 FOR ALTERNATIVE WALL HE16HT5 MULTIPLY THE ABOVE 70-0i u I4- 70i u i-0 IQ-O FIRST FLOOR iOu n NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12 60'-O" I6'-O" 80'-0" 22'-O" FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- I.125 REFLECTIVE REFLECTIVE �• (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 BLOGKIN6 2 BAYS 11'WALL- 1.515 RED PANTONE WHITE THIS COLUMN w/MULTIPLIER BACK® 4-O' O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0"WALL #157 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP C IRDERS/ B OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A REBLOCX I I O FOR PLATFORM FRAM I O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER Ile. WOOD I-J SPEC.'S FOR SEE MANU. SPEC.' FOR ADDITIONAL INFO.) ANL> ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) BETWEEN 1/6 � CONNECTION t 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED - Q DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING NALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. LtJ NON-LOAD BEARI NS NALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS m 12"O.G. P W cu THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST _J STUD5 STUD B (3)ROWS IOd NAILS m 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. 5UB P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q t N SUBFLOOR C (2)ROWS 1/2" m BOLTS m 12"O.G.STA66ERED; TWO-PIECE JOINTED ON THE SANE SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE "O DEL.® ENDS BUILT UP GIRDER p MAX.g2" PLATE SERVE AS FIRESTOPPIN6. SOL D (2)Rows 1/2" m BOLTS• Ib"O.G. TWO IP ECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE -0 p SOLE PLATE - ------- JOIST SERVES AS FIRESTOPPIN6. C9 SIDE WITH IOd NAILS,TWO NEAR EACH END OF -1� E (2)ROWS 1/2" m BOLTS o 24"O.G. y— z O BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRE5TOPPIN5 SHALL BE 2 INCHES OF WOOD BLOCKING O C CV (2)ROWS 3-516'TRUSSLOGK SCREWS a 12"O.G. 3 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. a. — W F 50REWED ON(1)SIDE OF MEMBER •Co LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 6 (2)ROWS 3-3/8"TRU55LOGK SCREWS m 16"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE c U SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O p XO 4- C1 (2)Rows 3-516"TRUSSLOCK SCREWS 6 24'O.G. JOISTS SERVE AS FIRESTOPPIN6. m W H P BETWEEN NAILS IN A HORIZONTAL LINE. .� p �-+ .— JOIST SCREWED ON(1)SIDE OF MEMBER a-J T THREE-PIECE 1. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND C N p N MAXIMUM OFFSET J (2)ROWS 5"TRU55LOGK SCREWS m 12"O.G. BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS p JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. 51DE W TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q �- 0 MATCHED 51ZE OF BLOCKING d (2)Rows 5"TRU55LOGK SCREWS• 16"O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 PARTITIONS ® 52" O.G. BLOCKING SAD L WA DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5"TRU55LOGK SCREWS m 24"O.G. BETWEEN I/b OTHERS STAGGERED DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W GE I L I NG BRAG I NS STRINGER TO SERVE AS FIRESTOPPIN6. v� GANTI LEVERED FLOOR I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED � SABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR b CONNECTION PATTERN B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREWIN6 OR NAILIN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL - OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH _�_J 70 SOLE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING LATERAL BRACE o b' O.G. T55 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST (2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED � G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 �I I �I �I I �/� /� I J�j PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I `4A I L. I I `�O FATTERI `lS FOR 51 DE LOADED BEAT " IS (Ic . FLUSH I BEAMS -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIREB�USTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE � m lo)8d AS FIRESTOPPIN6. W NAILS ■ FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 STOPPING STOPPING FIRE- FIRE- SOLE N FA5TENING RECOMMENDATIONS FOR SIDE-LOADED, sroPPIN6 STOPPING MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' 2"x4" BLOCK NAILED TO EA.BRACE ,n I VERTICAL Rows 2 ROWS Ibd BROWS 16d 2 W5 "J5" 2 ROWS X�" 2 RO Nz BLOCKING w/(4) IOd NAILS COMMON COMMON BOLTS■24" BOLTS BOLTS Tl 10 ROWS 12' O.G. THREE ROWS 12"O.STUDOF 20 G�O.STRAP . 12"O.G. • 12"O.G O.G.STA66ERED° 0 12"O.G. •b"O.G. FIRE INC,15 AP WHEN COVERING IS APPLIED _ GYPSUM BOARD O.C. TO UNDERSIDE JOISTS DOUBLE PLATE * 5d COOLER NAILS® 10" O.G. (10) 6d NAILS BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 ENDWALL STUDS AS NOTED IN NOTES -1 $ 8 ° ° STU NONCOMBUSTIBLE ALTERNATE W J015T SHALL BE LOCATED DIRECTLY w N;;� Affli DENOTES ALT.. FOR USE OF DRYWALL 5GREW5 ° ° SOLE FIRESTOPPIN6 LOCATION Q OVER STUDS,UNLESS TOP PLATE 15 4" m EDGE/12"® FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROW ED6E9 S SHOULD BE 2"FROM WOOD FIRESTOPPIN6 OF DESIGNED TO CARRY THE LOAD SCREWS#6 - lY4 TYPE W OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA66ERED TWO ROWS b"D.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE NU MEMBER.USE WASHER5 UNDER HEAD AND T. O O O O O OVERLAID ROOF STA66ER EAGH ROW OF FASTENERs BY 12". O O 0 0 O 0 O O O 2"SPACE NOT ATTACHMENT 9 VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE HICKF¢ESTOPPIN6 III FIRE �IAPPROX.I INCH T 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO STOPPING BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION -I STD. NAILING FOR TOP LOADED MULTIPLE-PIEGE BEAMS: STRAPPING W/ 1•2 ROW5 OF Ibd COMMON NAILS 02"0.0)FOR DEPTHS 12"OR LE55 FIRESTOPPIN6 LOCATION 9 \ 4 bd NAILS LOCATION 8 ® EA.END 0 R.R. b.S ROWS OF Ibd COMMON NAILS(12"O.GJ FOR DEPTHS OF 14",Ib"t 16". LOCATION 10 FULL WIDTH 2">�BLOCKING z O -- tuCONSTRUCT 1 ON DETA I LS N I ND LOAD FA7H CONNECT ON DETA I LS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. INTERSECTION DETAIL - EXIST.OR NEW NOT TO SCALE NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS `1 IOd NTINUOUS LOWER TOE NAILS NOTED CONT. BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. �j R.R. AS SHOWN KING STUDS �J PLAN VIEW NOTE; SIMILAR® 'SHED' HOOD JO I S 4D HOOD JO ROOF,R.R. IN LINE CRIPPLE STUD fl BLOCKINS - - -fl JOIST HANGER HEADER GENERAL REOUIREI�ENT5 FOR GENERAL RECOUIREMENT5 FOR z W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER o 1 WOOD SIRDER JACK STUDS 0 HOOD JOIST_ MAIN MEMBER TT �_ I�o, &0. H Q JOIST FRAMING OVER WOOD GIRDER JO 157 FRAMING FLUSH NI TH SIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS ::)IAM.X 5 APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. }l THE LENGTH OF THE NAIL FROM THE MEMBER END, J I M E N EZ I. NAILS SHALL BE DRIVEN PERPENDICULAR TO A5 SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. R —O HALL BE IIN5TAL ED IN AVOIDSPLITTINS EA. SIDE OF RAFTER OR CEILIN6, NO MORE THAN 2 TOE NAILS5015T NALL STUD NALL STUD S WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR _ 23900 MAIN ROAD DOUBLE JOIST DOUBLE JOIS - O TOP PLATE CUTCHOGUE, NY 11935 CHIM. CHASE SECURING @ STD. SIDE NALL DRAWING TITLE: NALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING HALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'6 TO R/L SIDES w/STRAPPING TO FVL SIDES) O PAGE: tu TOP PLATE ® 0 V^4 ND RES 1 STANT CONSTRUCTION CONNECTORS GHIM. CHASE WALL w z Q � G-004m00 CONNECTION LOCATION: PART NUMBER: NOTES: w RIDSE-TO-RAFTERS 0520 21 APPLY TO EACH PAIR OF RAFTERS u ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER Z DATE: 11/08/23 Ui 4 OF 22 ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REC'D BLOGKIN6 -' a PLATE-TO-NALL STUD C520 ® 18" APPLY TO EACH NALL STUD -� TO ALIGN w/STRAPPING w ILI ® EA. LEVEL AEOVE N r' "=;" •a �3 THE FIRST FL. ® z w 2ND. FLOOR WALL-TO-IST. FLOOR NALL LFTA or C520 @ 56" APPLY TO EACH NALL STUD FLOOR/�LG. HEADER-TO-JACK STUD C520 12" APPLY TO EACH JACK STUD C R. CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD a SHEAR NALL HOLDDONN A14CHOR 557516 APPLY TO EACH 5117)ENALL END IST. FLOOR-UNDER-SILL PLATE G520 NRAP UNDER DOUBLE SILL PLATE SIDE V I EN PLAN V I EN (USE N1 TH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OE I ` ERAL 5'%r�vIE30L F-� : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT d rr r r WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.O. NEW FOUNDATION WALL L STL. WHEN APPLICABLE) CD NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL rr rr rr WOOD FRAME (L.G. STL. POST FOR 4" WALLS b7 (MIN. (2) 2"x " STRUCTURAL APPLICABLE) ' POST FOR 6" WALLS), U.O.N. -0 O NEW 2-HR FIRE RATED0 I , � (9 1WF DAPPLICAB STL.LE) OPEN SPADE d C O RECREATION DWELLING w/ 'c� �t PURL I G WATER c x cv O O o 4 o ( SILT EENOINO � N p ') AND/OR HAY BALES 1t3,00'— a o a 2 575°01'1011W — — . — - -" I z � to U / 4-j m I + / U � zrn � 0 � O 1 rn � J / L U 2 �I DEMOLISH 1 / EXIST. O ARAOE I — I— --I EXISTING 1-1/2 5TORY FRAME DWELLING, DEC<, � � L / 4 STOOP TO BE DEMOL 15HED r- z z w I ILU < LL� o / I - -�I > — — PROJECT: JIMENEZ Lu / RESIDENCE Lu F-X 1571 NO PERVI OU5 3 DRIVEWAY 1 23900 MAIN ROAD mp CUTCHOGUE, NY 11935 °mo N DRAWING TITLE: + Iva PROPOSED DEMOLITION PLAN i N78001f'20"E PAGE: A-101m00 EXIST. DRAIN DATE: 11/08/23 5 OF 22 v� `1 C S � Nv r Re Pi�OPOSD DEMOL I TI ON PLAN SCALE: I" = 10'-V 6 OE I ERAL 5"**r�-150L ❑"�r EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT d WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J STL. WHEN APPLICABLE) Cy) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Lo WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0 67 POST FOR (5" WALLS), U.O.N. — -0 O NEW 2-HR FIRE RA EID 'N �: _� WOOD FRAME (L.G. STL. c N z 0 WHEN APPLICABLE) a •� r c x � CV Q O O O 4- FOUNDATION PLAN NOTES - - - J N O L0 EXTERIOR CRAWL SPACE ACCESS HATCH: I— — — — —I Q 0 O 56"x56" LOCKABLE ACCESS i-ATCH — — — OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS — — REO.'D TO ACCOMMODATE OARAOE DOOR CLOSURE (VERIFY DIM. IN FIELD) O INTERIOR CRAWL SPACE AGGE55 HATCH 3 I. 50"x56" AGGE55 HATCH 2.MIN. 550 LBS CAPACITY 5.DEL. FRAMING SURROUNDINc5 OPENING 4.INSTALL AS PER MANU. SPEc:.'s (WHEN APPLICABLE) �J FREEZE PROOF HOSE BIB: U O FASTENED W MASONRY ANCHORS (PRECISE Q LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) n , CONCRETE APRON W 8'-4" 8'-4" 8'-4" 8'-4" 8'-4�� 8'-4" ' , M O I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 1 1 SMOOTHLY FROM SLAB EL. TO GRADE I T 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 5. GROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 (2% SLOPE) `t _ t%v. t%v. 4. BROOM FIN15H TO PROVIDi= SLIP-RESISTANT SURFACE U SEPTIC SYSTEM HOUSE CONNECTION: III >i ry OI. LOCATION OF SEPTIC SYSTEM HOUSE CONNECTION PROPOSED OAS SERVICE N 2. SEE 5CDH5 APPROVED PLANS UNDER REFERENCE NO. 4 R-25-0488 DATED Oq/O5/25. • 5. PROVIDE CAST IRON SANITARY PIPE EXTENDINO 2'-O" l MINIMUM FROM BUILDING FOUNDATION W ( ALL. 4 W 12 Q GRAWLSPAGE A-401 1345 S.F. V FLOOD VENT NOTES: PROPOSED WATER SERVICE I. 'S.V.' DENOTES I6"x8" FLOOD VENT BY 'SMART VENT' I.I. FOR MASONRY /P. GONG. - MODEL # 1540-510 1.2. FOR ND. FR. - MODEL # 15-41-0-510 e 1.5. FOR GAR. DR. - MODEL # 1540-524 OR 1540-514 2. INSTALL AS PER MANU. 5PEG.'5; r � 5. IT 15 RECOMMENDED TO USE THE POUR IN PLACE VINYL 1) BUCK" BY 'SMART VENT' WHEN IN NEW P. GONG. FOUND. WALLS — — — — V 4. EA. 'SMART VENT' IS RATED FOR 200 S.F. OF UNDERFLOOR — — — — — a V Q SPACE p 1,3g5 S.F. / 200 S.F. PER VENT = -1 VENTS REQUIRED — — — — — — — — — — — — — — — — — — — — — — — — — — — ('I VENTS PROVIDED) 5. BOT. OF VENT SHALL BE LOCATED A MAXIMUM OF 12" FROM > m FINAL EXTERIOR ORADE AND INTERIOR GRADE i PROVIDE INSULATED PIPE INSULATED PIPE CHASE MAY rEN HA5E PER DETAIL I6/A-402 CONTINUE BENEATH DWELLING, EATH BREEZEWAY IF DESIRED. CONSULT OWNER. AGGE55 D OPENINGS OARAGE ENTRY DOOR 2 BREEZEWAY PROPOSED ELECTRIC SERVICE ABOVE GRAWLSPACE II ,. — —I — — — — — — — — `° — — — — —�— — — — — H w MASONRY PATIO ABOVE FA-501 A-301 0 V BAGKFILL COMPACT EVERY 6". PROVIDE 5 IS GONG. SLAB W/ PROPOSED WASTE LINE ,4_40 STONE FINISH W 1 � A-401 ~ NEW GARAGE SLAB ON GRA PROJECT: Q DE a 1000 S.F. 1v -ht T Q : JIMENEZ RESIDENCE A-502 A-302 -5 -5 5 23900 MAIN ROAD CUTCHOGUE, NY 11935 J"W PITCH Z DRAWING TITLE: A-502 Q PROPOSED FOUNDATION PLAN A-502 4- z 4- v GARAGE SLAB ON GRADE X 500 S.F. r fV 2 PAGE: 4 4"W PITCH Aml 0- 2- mOO 2 IO A-401 DATE: 11/08/23 6 OF 22 -4 xI& GONG. APRON- J 0 5 10 20 "'"•� FROFOsEr�) FOUNE�)AT I ON PLAN GRAPHIC SCALE 0 S.F. HAE3 I TABLE Si=AGE; 0 S.F. CROSS AREA SCALE: 1/4" = 1'-0" DOE NE io�NL 5*"-r�-I BOL <ENTOO' : HOT WATER PIPING INSULATION: HIGH EFFICIENCY LAMPS: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING NOT LESS THAN 110% OF THE PERMANENTLY INSTALLED SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN L16HTIN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG LAMPS, AS PER 2020 NY5 EGG R404.1;DOES NOT APPLY EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT R403.4 $ R403.5: TO EXISTING FIXTURES - WOOD FRAME (L.O. STL. I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING a WHEN APPLICABLE) FLUIDS >105°F OR <55T (R403.4) Q EXISTING TO REMAIN 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 0 NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 3. PIPING SERVING MORE THAN(1) DWELLING UNIT / W STL. WHEN APPLICABLE) 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE l/ Lu CD 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 1. NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 6. PIPIN6 LOCATED UNDER A FLOOR SLAB Q N WOOD FRAME (L.O. STL. P05T FOR 4" WALLS 7. BURIED PIPING Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL b. SUPPLY E RETURN PIPING IN RECIRCULATION SYSTEMS b7 OTHER THAN DEMAND RECIRCULATION SYSTEMS. POST FOR b" WALLS), U.O.N.NEW 2-HR FIRE RATED O >1 = _0 } 0 WOOD FRAME (L.O. STL. WHEN APPLICABLE) p C CV z O FLOOR PLAN NOTES c 2 X =3 cV 50'-0" O O O +- DOOR NOTE: A/C CONDENSERS: 14-2 +�_c O m a--' r- 15-0" Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT q I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" 20'-10" 'a'� N Lr) ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL. 4'-0" 6'-O" 4'-O" Q O O. 0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2. PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). z a- 5.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DEVONATIONS $ DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND $ PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) H/ WE161-IT RATING = WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF _ 5. INSTALL AS PER MANU 5PEG.'5 CONDENSER. b.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS a 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 5' FROM WINDOWS/DOORS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. 0 STAIR $ RAILING NOTE: O THERM05TAT: x 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI b MIN. 101. 10 1. PROVIDE THERMOSTAT FOR (2) ZONES: Tr - RISERS SHALL BE CLOSED - ZONE 1: FIRST FLOOR (DWELLING) 1 2. GREATEST RISER HE 0 IGHT IN A FLIGHT OF STAIRS SHALL - ZONE 2: SECOND FLOOR(DWELLING) - • NOT EXCEED THE SMALLEST BY I'r10RE THAN J". - ZONE 3: DETACHED 6ARA6E 1 3. HEADROOM IN STAIRWAYS SHALT_ BE AT LEAST 6-5". m loq 4. STAIRS SHALL HAVE THE FOLLOlNIN6 CLEAR WIDTHS: 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. SPECS M 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 36" MIN. NEW ATTIC ACCESS - PULL DOWN STAIR: L W 4.2. BELOW HANDRAIL, RAIL Ot'1 ONE SIDE: 31.5" MIN. O O 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. II I. MIN. 550 # CAPACITY x x 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") i m SCREENED ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 5.DBL. FRAMING WHEN NEW OPENING - Q n PORCH z z OR MORE RISERS, AND WHERE SHOWN ON PLANS. 4.WEATHERSTRIP ACCESS OPENING b PROVIDE R-4q (UNCONDITIONED) z 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED INSULATION ABOVE H/HD. FR. (OR EQ) BAFFLE OR IA S.F. m v WALKING SURFACES LOCATED MORE THAN 50" ABOVE RETAINER TO PREVENT INSULATION FROM ENTERING 37' FINISHED FLOOR OR GRADE, $ WHERE SHOWN ON PLANS. DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 '7'-4" 10'-4" a'-O" 7. 42" HIGH GUARDRAIL 3 SPINDLE SPACING NOT TO (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE F 6 F E E 4 ALLOW PASSAGE OF A 4" (P SPHERE;56" H16H THERMAL ENVELOPE OF BUILDING). x IL HANDRAIL Q SPINDLE SPACING NOT TO ALLOW 5. INSTALL AS PER MANU. SPEC.'sF I ' ^ PASSAGE OF A 4" (P SPHERE. b Io8 5 (J, . 6RIPPABLE RAIL AS PER CODE. `Q 4 DW UPPERS n, q. RAILING TO BE WOOD W/METAL SPINDLES. H ® - 0 BATHROOM 2 W NEW PLUMBING FIXTURES: 3' PANTRY 60 12 Q OSMOKE DETECTOR / GO DETECTOR NOTES: 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 60 S.F.S.F I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SEE ALSO PLUMBING G GENERAL NOTES ON PAGE 6-002. I2 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 0 20 KITCHEN x$0 HARD WIRED TO EACH OTHER H/ BATTERY BACKUP. NEW FLOOR: KIT dl 2.INTERCONNECTION BETWEEN NEW b EXISTING DEVICES 13 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); m IT S.F. i m SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ARE NOT INTERCONNECTED, AS PER NYS R314.4. 8 INTERIOR.3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND GREAT ROOM LIVING ROOM 2.NEW FINISHED FLOOR PER H.O. SELECTION O PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. l��1I IGRO. 264 S.F. _ - 13 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. OO �o l�Q i O z 0 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 14 NEW TILE FLOOR: 4 I. NEW TILE FINISH (H.O. TO SELECT) UPON b OPENINGS TO BATHROOMS H/SHOWER OR TUB. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON HOOD 7O O - - - - - 13 5. INSTALL ALL AS PER MANU. SPEG.'s VENT - V-O" x a'-b" ISLAND D b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3. NEW DUROGK CEMENTBOARD (OR EQUAL) UPON O 3'-b" q IN COMPLIANCE WITH LOCAL CODE: 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE $ 5CREW); _ WINDOW NOTE: SCREW PERIMETER OF SHEATHING 6" O.G. 6 12" O.G. O I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN INTERIOR. CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). HYDRONIG AIR HANDLER: H BEDROOM I INSTALL AS PER MANU. SPEC.'S. _ �t 2'-b" x 15'-0" 136 S.F. 13 I. PROVIDE (5) NEW HYDRONIG AIR HANDLER(S) BY "RI-EEM" 1000 GALLON A.V. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; i'= CABINET 10 - SEE DESIGNATIONS d WINDOW SGhIEDULE. OR APPROVED EQUAL;(1) AT FIRST FLOOR, (1) IN ATTiG, d �zu z Q q'O" GLG. AQUARIUM BELOW q 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS (1) LOCATED IN DETACHED 6ARAOE MECH. CLOSET. O > la u I6 ® ® - - HGHT. s iv AND DOORS" ON PAGE G-002. 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES - t - THROUGH WALLS OR CEILING. Lu 4.ALL CASEMENT WINDOWS TO HAVE: STRAIGHT ARM HINGE. -.-. UPPERS i � uTILITMm 3. INSTALLER TO PROVIDE BLOCKING, PIPIN6, AND m 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH SLOP.I coMei- ELECTRICAL AS REQUIRED FOR MOUNTING B �MEGHt.' eoi�erz 4'-�" 4'-0" 4-2" = CLOSET 6.IN GENERAL, TEMP. GL. SHALL BE 1 ROVIDED: GEIL. 1 A.H. c - REF. SLOPING INSTALLATIONQ T z b.l. FOR ALL SKYLIGHTS 3 OPI=RABLE PANELS OF � � \ 107 I CEILING� I64.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER SWINGING, SLIDING, d BIFOI_D DOORS y�o- Iq _6.2. WITHIN 15" OF F.F. REQUIREMENTS OF A/C 8 HEATING SYSTEM (SEE 05 12 / I7 I / I > -, z N S - - 1q / \ SM/GO 4,„ I _THERMOSTAT FOR ZONE DESIGNATION . - I I 6.3. WITHIN 24 OF A DOOR ) BATHROOM - / - 1 0 36.4. WITHIN STAIRWAYS WITHIiy 36" OF A LANDING 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT 15 mob' CEILINGS V 6.5. WITHIN TUB/SHOWER ENGLO'.SURES WATE OILER COMBO TO NEW COIL. _ U) a6.6. SEE ALSO GENERAL NOTES ON PACE 6-002 INTERIOR CRAWLSPACE ACCESS HATCH 0 _ 104 X p SM/CO Dt>' `- O 103 Lu iq'O" GLG. NEW Ib) RI t .6'7. SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND 16 I. 30"x36" AGGESS HATCH p ® = N HGHT. UP 14 r ® 10'WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 2.MIN. 550 LB5 CAPACITY � O W _ � ( )5.DBL. FRAMING SURROUNDIN6 OPENING _ _ W DINING ROOM O 3'_b" 112 A.H. - F.A.I.(2) 2 xl0" HEADER U.O.N. 105 O 0II5 S.F. FOYER WO IN Iq aoiLee b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 4.INSTALL A5 PER MANU. SPEC.'S (WHEN APPLICABLE) NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS N.T 2 SLOP / �_ SINK H LOCATION OF FUTURE G 05ET G / I 13 AQUARIUM FILTRATION 25 S.F. /•`i lip/ I LE55 THAN 24" ABOVE F.F., THAT ,ARE MORE THAN 72" NEW MECH. AREA: (BELOW LANDING) �77 ABOVE GRADE OR THE ADJACENT SURFACE AT THE 17 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s HALLWAY MEGI-Y. � BUILDING EXTERIOR. 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL - OPEN TO ' ROM / �' Z UNITS AS PER NYS MG 506.1 :fl ---- 4 �� � 4 � 106 ABOVE tt1 114 - - 28 S.F. 1 7A 24 � EGRE55 NOTE: 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES w iv 13'-6" v IN COMPLIANCE WITH NEW PORK STATE E3UILDIN6 REQUIRED PER NYS MG 504. p z 5'-O" --`-5'-6" CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 4.IF APPLICABLE, DISCONNECT,REROUTE, B RECONNECT - x AM Q V EGRESS SHALL BE FOLLOWED: EQUIPMENT TO EXIST. PIPING AS REQ.'D. A 4 A A 4 BUILT-IN _ � LHALL TREE 25 � NET CLEAR OPENINS........... 5.7 S.F. TYPICAL MECHANICAL AREA NOTES: N 7'-4" 8'-O" 3'-4" 4'-10" 7'-b" NET CLEAR HE16HT............... 24" MINIMUM 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY II5 q'0" GLG. II6 117 NEW UP NET CLEAR WIDTH................. 20' MINIMUM "DUROCK" (OR EQUAL) N HGHT. O TYPICAL BATHROOM NOTE: 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" COVERED PORCH A-301 I'x4' STEP A-501 in W O I. WALL 50ARD TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) -3 MUDROOM I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. �' 150 S.F. 1 p ALL BATHROOMS SPEC.'S AND AS PER NYS MEGH. AND FUEL GAS CODE 4 O VENT _ 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT 0 (SEE ' TUB SURROUNDS IT CONFORMS TO NYS MECH. AND FUEL CAS CODE 8'-0" 54'-0" _ o PROJECT: 2. SHOWER FLOORS 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE - - ELEV)_ - 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON FRESH AIR INTAKE FROM EXTERIOR � I LINE OF -1'-11" CEILING HEIGHT � 2.2. CONCRETE MUD-SET(SLOPE 1/5" PER FOOT 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I� JIMENEZ EMEROENGY SHUT OFF SWITCH2.3. WATETOWAR PROOF (MEMBRANE TO COVER SHOWER N) UPON 7• FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH N r7tF DRYER 4-6 FLOOR, WRAP DRAIN 6 ATLEAST ib" UP WALLS 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER VENT RESIDENCE CLEARANCES A5 PER CODE O r Uw 4-6 118 - - - NEW LAUNDRY ROOM/CLOSET: q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT d I. NEW WASH / DRY HOOK UP CONNECT TO SANITARY SYSTEM AS PER NYS T Q O GARAGE PLUMBING CODE 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s 10.APPLIANCES JOINED THROUGH A COMMON NATURAL SLAB ON 6RADE- H/ SIZE OF EQUIP. DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL -IO' CEILING- tl ` (/I 04e, 23900 MAIN ROAD 3.PROVIDE HOOK UPS AS REQ'S PER MANU. SECTIONS OF 2020 NYS RC 62427. A-302 �v �I�r z a* I G W/n•� �! 1.^�T 1 CHOGUE, NY 11935 COMBINATION BOILER DRYER EXHAUST NOTE: 1b NEW NAVIEN N05-240/130H (® MAIN DWELLING) d NOB I. DUCT SHALL TERMINATE TO EXTERIOR 240/IIH (® DETACHED GARAGE) CONDENSING NATURAL GAS N - - - - 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY WALL-HUNG COMBINATION BOILERS (OR APPROVED EQUAL). \ I DRAWING TITLE: OPENINGS I. VENT THROUGH WALL. 3.DUCT SIZE AS PER MANU. 2. F.A.I. THROUGH WALL. 4 \ PROVIDE " THICK (MIN) PROPOSED FIRST FLOOR PLAN 4.DUCT SHALL BE EQUIPPED H/A BAGKDRAFT DAMPER 3. PROVIDE NAVIEN CONDENSATE NEUTRALIZER KIT ON N \ GYP. BOARD AT GARAGE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONDENSATE DRAIN LINE, PRIOR TO FLOOR DRAIN TO \ HALLS AS PEROOF UNDERSIDE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO SEPTIC SYSTEM. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 4. INSTALL ALL PER MANU. SPEC.'S _ _ � \ III � SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO _ _ _ - - - - - _ - EXCEED a FEET AND SHALL BE LISTED AND LABELED FLOOR DRAIN: z IN ACCORDANCE WITH UL 215&A. Iq NEW 3" GUARDED FLOOR DRAIN H/3" TRAP. A-302 Q Q \ .EXHAUST DUCTS SHALL BE MIN O.CI6" THK RI61D SLOPE FLOOR TOWARDS DRAIN. PAGE: b METAL H/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUSTFAN iV 4 �y > (J ' DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL (O VENTILATION IS NOT MET BY MEANS OF NATURAL �'WHERE A 0 Ilq / GARAGE "/) 448 S.F. VV SCREWS OUTDOORCIRCULAT ON THROUOH SPACESAS EINDOWS ORR NYS MECH.OORS TO GOPE SECTION N O / _ 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER � ®� � LOCATION TO THE WALL OR ROOF TERMINATION. THE 0 - - _/- - oo MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 403.3.2.3; INSTALL AS PER MANU. SPECS 1 - - - - - - - - - - - FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0° „ BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 21 NEW b x3 ALUM. GUTTERS (TYP.) / O NOT INCLUDE THE TRANSITION DUG' . O i NEW 4"x5" ALUM. DOWNSPOUT (TYP.); DATE: 11 22 CONNECT TO DRYWELLS / / I �08�23 7 OF 22 OELECTRICAL METER: INSTALL NEW ELEG. METER AS PER NYS MEGH. CODE, 23 GUTTER HIGH POINT (TYP.) 101 m OVERHEAD UTILITY CO. STANDARDS (SEE SITE PLAN) DOOR FUTURE SOLAR ELECTRIC RESERVED SPACE ELECTRICAL PANEL: 24 ELECTRIC SERVICE PANEL SHALL HAVE A RESERVED 102 ry O 7A NEW 200 AMP ELECTRICAL PANEL LOCATION; SPACE TO ALLOW THE INSTALLATION OF A DUAL POLE , d CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC ALL INSTALLATION AS PER NYS ELECTRICAL CODE. - - - - - - - - INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC", PER NYS EGG RA103.7 ate... GAS METER: 7'-b" 10'-O" I" ,�• �` O INSTALL NEW GAS METER AS PER NYS MECH. CODE, d B 1 4 B B 4 1" � �.y 3 UTILITY CO. STANDARDS (SEE 517E PLAN) FUTURE_5OLAR-READY INTERCONNECTION PATHWAY GONG. APRON 25 PROPOSED PATHWAY SHALL PENETRATE ROOF AND GAS METER: PARTITIONS BENEATH TO REACH ELECTRIC SERVICE PANEL 25'-O" 1 ) ® INSTALL NEW GAS METER REGULATOR /VENT AS PER NY5 MECH. CODE, FUEL GAS CODE, $ UTILITY CO. STANDARDS. 50LAR-READY ZONE OAS METER SHALL BE POSITIONED ® GRADE 26 kf.`<<'T ,', µ, MINIMUM ROOFTOP ACCESS CLEARANCES PER NYS RG R324.6. 0 5 10 20 i �+w s - FROP05 D FIRST FLOOR PLAN GRAPHIC SCALE SCALE: 1/4" = I'-oil HOT WATER PIPING INSULATION: HIGH EFFICIENCY LAMPS: 1 MECHANICAL SYSTEM PIPIN6 AND HOT WATER PIPING NOT LESS THAN a096 OF THE PERMANENTLY INSTALLED SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG LAMPS, AS PER 2020 NY5 EGG R404.1;DOES NOT APPLY _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT R403.4 4 R403.5: TO EXI5TIN6 FIXTURES a. WOOD FRAME (L.O. STL. I. MECHANICAL SYSTEM PIPIN6 CAPABLE OF CARRYING Q EXISTING TO REMAIN WHEN APPLICABLE) FLUIDS >105°F OR <55°F (R405.4) 2. PIPIN6 J" AND LARGER IN NOMINAL DIAMETER Lu �- { NEW WOOD FRAME (L.O. 4. FOUNDATION WALL 5. PIPIN6 SERVING MORE THAN (1) DWELLING UNIT LLI f---i STL. WHEN APPLIGABL.E) 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE J cu 5. PIPIN6 FROM WATER HEATER TO A DISTRIBUTION MANIFOLD Q 4-+ (�J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 6. PIPIN6 LOCATED UNDER A FLOOR SLAB Ln WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS 1. BURIED PIPING 0) WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS POST FOR b" WALLS), U.O.N. OTHER THAN DEMAND RECIRCULATION SYSTEMS. v__ 0 - � NEW 2-HR FIRE RATED }. (D WOOD FRAME (L.O. 51'L. LO N z 0 WHEN APPLICABLE) Ln I cc c X :3 CV FLOOR PLAN NOTES O 0 O 4--' DOOR NOTE: A/G CONDENSERS: � O a--+� L17 Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O 1. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" CD ON PLANS BY 'JELD-WEN' (OR EOUAL). OR APPROVED EQUAL. Q O a O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 5.NOTE DOES NOT INDICATE EACH NEW DOOR 5.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF 5. INSTALL AS PER MANU SPEC.'S CONDENSER. 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS 1. SEE PAGE 6-003 FOR ALL OTHER FRAMIN6 APPLIANCE, AND AT LEAST V FROM WINDOW5/DOOR5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. 1 , OSTAIR 4 RAILING NOTE: THERMOSTAT: T I. ALL NEW STAIRS SHALL HAVE MAX. 5-114" RI 4 MIN. 10" 10 1. PROVIDE THERMOSTAT FOR (2) ZONES: Tr - RISERS SHALL BE CLOSED - ZONE I: FIRST FLOOR(DWELLING) U • - 2. OREATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL _ ZONE 2: SECOND FLOOR (DWELLING) j NOT EXCEED THE SMALLEST BY MORE THAN ". - ZONE 5: DETACHED 6ARA6E IL 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-8". _ Q!L 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. SPECS O ,�_J 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. � m ' 4.2. BELOW HANDRAIL,RAIL ON GENE SIDE: 31.5" MIN. NEW ATTIC ACCESS - PULL DOWN STAIR: - 4.5. BELOW HANDRAIL,RAIL5 ON BOTH SIDES: 2"1" MIN, II I. MIN. 350 # CAPACITY Q > 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 5.DBL. FRAMING WHEN NEW OPENING 50'-O" OR MORE RISERS, AND WHERE 5HOI,IN ON PLANS. 4.WEATHERSTRIP ACCE55 OPENING 4 PROVIDE R-41 13'-6" 6'-4" 5'-II" 10'-6" r 1 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED INSULATION ABOVE w/PC. FR. (OR EQ) BAFFLE OR v WALKING SURFACES LOCATED MORE THAN 50" ABOVE RETAINER TO PREVENT INSULATION FROM ENTERING '7'-4" 10'-4" 8'-O" '7'-2" FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. DWELLING WHEN OPENED, A5 PER NYS EGG R402.2.4 "1. 42" H16H GUARDRAIL 4 SPINDLE SPACING NOT TO (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE G 4 G L D V46 D D • ALLOW PASSAGE OF A 4" 4) 5PHESE;56" HIGH THERMAL ENVELOPE OF BUILDING). HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW 5. INSTALL AS PER MANU. SPEC.'S PASSAGE OF A 4" 0 SPHERE. 6. ORIPPABLE RAIL AS PER CODE. 4' x ER n 1 q. RAILING TO BE WOOD W/METAL SPINDLES. BUILT IN DRESSER HANGING SHOWER , W NEW PLUMBING FIXTURES: OSMOKE DETECTOR / GO DETEGTOIZ NOTES: 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. ^ ^ dj�o' 3 I. CONTRACTOR SHALL PROVIDE COD12 COMPLIANT SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. l� O 13 V / SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/EA'TIERY BACKUP. NEW FLOOR: /] BEDROOM 3 dJ 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 13 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); Z WALK-IN 204 STUDY SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® h CLOSET ARE NOT INTERCONNECTED,AS PER NYS R314.4. INTERIOR. 6 IOq S.F. 202 5 BATHROOM 3 q5 S.F. 5.PROVIDE SMOKE/Co DETECTORS AS INDICATED,AND 2.NEW FINISHED FLOOR PER H.O. SELECTION X 12 (MASTER) q'O" GL6.PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4'-O" H6HT. 13 4.SMOKE /Co DETECTORS TO MAINTAIN 5' MIN. O 13 14 Ilq S.F. cV HORIZONTAL SEPARATION FROM SUF'PLY/RETURN DUCTS NEW TILE FLOOR: _TILE- - I. NEW TILE FINISH (H.O. TO SELECT) UPON 4 OPENINGS TO BATHROOMS w/SHOWWER OR TUB. Q 205 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 5.INSTALL ALL AS PER MANU. SPEC.s 3.NEW 4" DUROCK CEMENTBOARD (OR EQUAL) UPON `r O O LINEN 4 O D 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SHELVING 205 IN COMPLIANCE WITH LOCAL CODE 4.NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); WINDOW NOTE: SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® - - INTERIOR. 3 O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN _ � _ CASEMENT,DOUBLE-HUNG, OR 6LIDItI6 (A5 NOTED). HYDRONIC AIR HANDLER: 12'-6" 12'-6" C HALLWAY 5 PULL DOWN � 206 • INSTALL A5 PER MANU. SPEC.'S. 13 I. PROVIDE (5) NEW HYDRONIG AIR HANDLERS) BY "RHEEM" O 201 "� ATTIC LADDER' SM/GO BEDROOM 2 q'0 GL6. • 2.NOTE DOES NOT INDICATE EACH NElrJ WINDOW PROPOSED; 15 m _ J 2C77 OR APPROVED EQUAL•(I) AT FIRST FLOOR (I) IN ATTIC, 4 � HOHT. SEE DESI6NATION5 4 WINDOW SCHEDULE. N (MASTER) SM/GO II - (U LOCATED IN DETACHED GARAGE MECH. CLOSET. D 4 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS C 205 S.F. 13 208 AND DOORS" ON PAGE 5-002. 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 5 4 4.ALL CASEMENT WINDOW5 TO HAVE STRAIGHT ARM HINGE THROUGH WALLS OR GEILIN6. 9'O" GL6. i- GL. GL. Q O 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 5.INSTALLER TO PROVIDE BLOCKINO, PIPING,AND HOHT. • 201 3'-5" Jv_1' "-b q'-O" p 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: ELECTRICAL AS REQUIRED FOR MOUNTING 4 5M/GO NEW (I6) R ® '7. � INSTALLATION 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF I 10 DN 14 Tr ® 10" / 5 4.HANDLER SIZIN6 (TONNAGE) SHALL BE SELECTED PER SWINGING,SLIDING, 4 BIFOLD DOORS 18 RI t 1.5' NE 2l0 4 m U- REQUIREMENTS OF A/G 4 HEATING SYSTEM (SEE - _ 12 6.2. WITHIN IS OF F.F. (16) Tr � I DN Q 6.5. WITHIN 24" OF A DOOR THERMOSTAT FOR ZONE DE516NATION). Oi Q 14 - 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT V. d 6.5. WITHIN TUB/SHOWER ENCLOSURES WATE OI ER COMBO TO NEW COIL. - - 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 INTERIOR CRAWL SPACE AGGE55 HATCH 2 20 � S D O u; 13 O0 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 16 I. 50"x36" ACCESS HATCH G O �� • C] WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 2.MIN. 550 L55 CAPACITY 2 O' O �� SM/GO i- w (2) :VxIO" HEADER U.O.N. 5.DBL. FRAMING SURROUNDING OPENING Q t BEDROOM 4 dJ 0 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 4.INSTALL AS PER MANU. SPEC.'s (WHEN APPLICABLE) Q m IRq S.F. w NYS R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS a r ui LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" NEW MECH. AREA: _W ABOVE GRADE OR THE ADJACENT :iURFAGE AT THE I"I I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s OPEN TO 5' �- BUILDING EXTERIOR. Z 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL BELOW ) 3' x 25 g Ix UNITS AS PER NYS MG 306.1 / TUB EGRESS NOTE: 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES iV m E tz IN COMPLIANCE WITH NEW YORK STATE BUILDING REQUIRED PER NYS MG 804. ® _ - - _ - CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 4.IF APPLICABLE,DISCONNECT, REROUTE, 4 RECONNECT - I D 7/� EGRESS SHALL BE FOLLOWED: EQUIPMENT TO EXIST. PIPING AS REQ.'D. I . 4 D I D lO J.T < 211 2I2 NET CLEAR OPENINO........... 5.1 S.F. TYPICAL MECHANICAL AREA NOTES: _ NET CLEAR HE16HT............... 24" MINIMUM I. FOR HP. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY j�p SLOPING SLOPING r N NET CLEAR WIDTH................. 20" MINIMUM "DUROGK" (OR EQUAL) A-301 >R GEILIN6 GEILIN6 \ 2. FOR HP. FR. WALLS - PROVIDE (1) LAYER OF 516" A-501 TYPICAL BATHROOM NOTE: -3 _g a O I. WALL BOARD TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) a O I.I. INSTALL M015TURE RESISTANT 6YP5UM BOARD IN 3. WHEN NEW, INSTALL FURNAGE/BOILER A5 PER MANU. m ALL BATHROOMS 5PEG,s AND AS PER NYS MECH. AND FUEL OAS GORE BAN UET 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT 5TORAOE PROJECT: TUB SURROUNDS IT CONFORMS TO NYS MECH. AND FUEL OAS GORE 6110 S.F. 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE 2. SHOWER FLOORS RAFTER TIES 6-0" A.F.F.- D . K D 4 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON FRESH AIR INTAKE FROM EXTERIOR -UNHEATED- 2.2. CONCRETE MUD-5ET (SLOPE 1/.5" PER FOOT 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL -UNFINISHED- '1'-4" # 4" q'-q" 2'-," 8'-O" 8'-O" M E N EZ TOWARDS DRAIN) UPON EMERGENCY SHUT OFF SWITCH 2.5. WATER PROOF MEMBRANE TO COVER SHOWER '1. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH i 15'-6" I4'-4" 5' 2'-8" 8'18" RESIDENCE FLOOR, WRAP DRAIN 4 ATLEA5T 15" UP WALLS 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER Q CLEARANCES AS PER CODE O NEW LAUNDRY ROOM/CLOSET: el. PROVIDE 5" FLOOR DRAIN IF REQ'D BY EQUIPMENT 4 54'-0" b O CONNECT TO SANITARY SYSTEM AS PER NY5 I. NEW WASH / DRY HOOK UP PLUMBING CODE 2.COORDINATE LAUND. ROOM 4 DOOR.DIM.'s 10.APPLIANCES JOINED THROUGH A COMMON NATURAL I 23900 MAIN ROAD 3.wH/SIZE DE HOOK UPS AS REQ'S PER MANU. SECTIONS VENTING SYSTEM SHALL COMPLY WITH ALL I I SECTIONS OF 2020 NY5 RC 6242'1. A-302 A-50,21 CUTCHOGUE, NY 11935 COMBINATION BOILER DRYER EXHAUST NOTE: IS NEW NAVIEN NOB-240/150H (® MAIN DWELLING) 4 NGB 1. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MN. 5 0" FROM ANY WALL11HUN6 COMBINATION BOILERS (OR APPROVED EQUAL). DRAWING TITLE: OPENINGS I. VENT THROUGH WALL. 5.DUCT SIZE AS PER MANU. 2. F.A.I. THROUGH WALL. PROPOSED SECOND FLOOR PLAN 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 5. PROVIDE NAVIEN CONDENSATE NEUTRALIZER KIT ON 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONDENSATE DRAIN LINE, PRIOR TO FLOOR DRAIN TO CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO SEPTIC SYSTEM. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 4. INSTALL ALL PER MANU. SPEC.'S SHALL BE LIMITED TO SINGLE LENOTH5,NOT TO EXCEED 5 FEET AND SHALL BE 11-157ED AND LABELED FLOOR DRAIN: IN ACCORDANCE WITH UL 2158A. Iq NEW 3" GUARDED FLOOR DRAIN w/3" TRAP. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R161D SLOPE FLOOR TOWARDS DRAIN. PAGE: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST NEW EXHAUST FAN SHALL BE INSTALLED WHERE DUCTS SHALL NOT BE CONNECTED hIITH SHEET-METAL Qp VENTILATION 15 NOT MET BY MEANS OF NATURAL SCREWS CIRCULATION THROUGH WINDOWS OR DOORS TO '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION A-w104m00 LOCATION TO THE WALL OR ROOF TERMINATION. THE 405.5.2.5; INSTALL AS PER MANU. SPECS MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° 21 NEW 6"x3" ALUM. GUTTERS (TYP.) BEND. THE MAX. LENGTH OF THE EXI-AUST DUCT DOES 22 NOT INCLUDE THE TRANSITION DUCT. ONEW 4"x3" ALUM. DOWNSPOUT (TYP.); DATE: 11/13/23 8 OF 22 CONNECT TO DRYWELLS OELECTRICAL METER: 23 INSTALL NEW ELEC. METER AS PER NY5MEGH. CODE, 4 GUTTER HIGH POINT (TYP) t UTILITY CO. STANDARDS (SEE SITE PLAN) 4 FUTURE SOLAR ELECTRIC RESERVED SPACE ELECTRICAL PANEL: 24 ELECTRIC SERVICE PANEL SHALL HAVE A RESERVED ?A NEW 200 AMP ELECTRICAL PANEL LOCATION; SPACE TO ALLOW THE INSTALLATION OF A DUAL POLE ALL INSTALLATION AS PER NYS ELECTRICAL GORE. CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURE '"H SOLAR ELECTRIC",PER NY5 EGG RA105.'i o P 4 O OAS METER: O8 INSTALL NEW OAS METER AS PER NYS MECH. CODE, 4 UTILITO. STANDARDS (SEE SITE PLAN) FUTURE SOLAR-READY INTERCONNECTION PATHWAY 12'-6" 12'-6" �_ �,{ �u Y G 25 PROPOSED PATHWAY SHALL PENETRATE ROOF AND ! ! . GAS METER: PARTITIONS BENEATH TO REACH ELECTRIC SERVICE PANEL ® INSTALL NEW OAS METER REGULATOR /VENT AS PER NY5 MECH. CODE, FUEL OAS CODE, 4 UTILITY CO. STANDARDS. SOLAR-READY ZONE 0 5 10 O y 26 20 6A5 METER SHALL BE POSITIONED ® 6RADE MINIMUM ROOFTOP AGGE55 CLEARANCES PER NY5 RC R324.6. FROFOSrzD SEGOND FLOOR PLAN GRAPHIC SCALE 1/4"=1'-0" , SCALE: 1/4" = 1'-0" �ENERA L 5"*r 50L <E� • HOT WATER PIPING INSULATION: HIGH EFFICIENCY LAMPS: /� I v I1 MECHANICAL SYSTEM PIPING AND HOT WATER PIPING NOT LESS THAN g096 OF THE PERMANENTLY INSTALLED SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN LI&HTINO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG LAMPS, AS PER 2020 NY5 EGG R404.1;DOES NOT APPLY _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT R403.4 d R403.5: TO EXISTING FIXTURES 0- iiiiii WOOD FRAME (L.O. STL. I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING Q EXISTING TO REMAIN WHEN APPLICABLE) FLUIDS >105°F OR <55°F (R405.4) 2. PIPING J" AND LARGER IN NOMINAL DIAMETER Lu �-{ NEW WOOD FRAME (L.6. NEW FOUNDATION WALL 3. PIPING SERVING MORE THAN (1) DWELLING UNIT LLI Fi STL. WHEN APPLICABLE) 4. PIPINO LOCATED OUTSIDE CONDITIONED SPACE ca 5. PIPING FROM WATER EATER TO A D STRIBUTION J C7 MANIFOLD Q a..r N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 6. PIPING LOCATED UNDER A FLOOR SLAB WOOD FRAME (L.O. STL. � POST FOR 4" WALLS 1. BURIED PIPING a c WHEN APPLICABLE) 5. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS .- (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. OTHER THAN DEMAND RECIRCULATION SYSTEMS. _ _ O NEW 2-HR FIRE RAVED } WOOD FRAME (L.O. 5TL. LO O N Z WHEN APPLICABLE) a •� I X = N FLOOR PLAN NOTES 0 O O 4 DOOR NOTE: A/C CONDENSERS: � O m •�' cm4-J Lt7 Oj 1. INSTALL NEW INTERIOR DOORS W O WHEN GALLED OUT O I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" 0 co ON PLANS BY 'JELD-WEN' (OR EGLIAL). OR APPROVED EQUAL. Q � a G 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 3. NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND E PROVIDE &ROUND 4.PLACE DOORS 4" MIN. FROM PER"ENDIGULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING rI 1 WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE 6R055 WEIGHT OF W 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. 1'-0" O.H. I'-0" O.H. b.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS b" O.H. 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 5' FROM WINDOWS/DOORS ELEMENTS AROUND DOORS (TYP. 7OR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR $ RAILING NOTE: 4--JTHERMOSTAT: 22 r -I 22 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI $ MIN. 10" 10 1. PROVIDE THERMOSTAT FOR(2) ZONES: Tr - RISERS SHALL BE CLOSED - ZONE is FIRST FLOOR (DWELLING) I I U 2. GREATEST RISER HEIGHT IN A FLIOHT OF STAIRS SHALL - ZONE 2: SECOND FLOOR(DWELLING) NOT EXCEED THE SMALLEST BY MORE THAN A"• 5:12 5:12 • - ZONE 3: DETACHED &ARA6E I �� �� I (W, 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 2, H.O. TO SELECT MODEL; INSTALL AS PER MANUF. SPECS 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. T m 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NEW ATTIC ACCESS - PULL DOWN STAIR: - 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. II I. MIN. 550 # CAPACITY 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") + ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 3. DBL. FRAMING WHEN NEW OPENING OR MORE RISERS, AND WHERE 5HOWN ON PLANS. 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-4q 6. OUARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED INSULATION ABOVE w/ND. FR. (OR ECG.) BAFFLE OR 22 21 23 ( 23 I 23 21 r 1 I'-O" O.H. WALKING SURFACES LOCATED MORE THAN 50" ABOVE RETAINER TO PREVENT INSULATION FROM ENTERING 22 V FINISHED FLOOR OR GRADE, d P4HERE SHOWN ON PLANS. DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 E3i--� -I. 42" H16H GUARDRAIL b SPINDLE SPACING NOT TO (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE _ ALLOW PASSAGE OF A 4" (P SPHERE;56'. H16H THERMAL ENVELOPE OF BUILDING). 6" O.H. - - - - - - - - - - - 6" O.H. r n HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW 5. INSTALL AS PER MANU. SPEG.'s V / PASSAGE OF A 4" (P SPHERE. b. &RIPPABLE RAIL AS PER CODE. an q. RAILING TO BE WOOD W/METAL SPINDLES. Q NEW PLUMBING FIXTURES: O SMOKE DETECTOR / CO DETECTOR NOTES: 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. p Q I wQ N 3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR v T v HARD WIRED TO EACH OTHER w/BATTERY BACKUP. NEW FLOOR: Q Q d 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 13 O 2 m I. NEW '�" PLYWOOD SUBFLOOR BENEATH (GLUE � SCREW); SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SCREW PERIMETER OF SHEATHING b" O.G. b 12" O.G. ARE NOT INTERCONNECTED, AS PER NYS R314.4. INTERIOR. 5.PROVIDE SMOKE/ GO DETECTORS AS INDICATED, AND 2.NEW FINISHED FLOOR PER H.O. SELECTION PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. N 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. NEW TILE FLOOR: ry ry HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS d OPENINGS TO BATHROOMS w/SHOWER OR TUB. I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. INSTALL ALL AS PER MANU. 5PEC.'s 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON IN COMPLIANCE WITH LOCAL CODE 4.NEW " PLYWOOD SUBFLOOR BENEATH (CLUE 8 SCREW); SCREW PERIMETER OF SHEATHING 6" O.G. b 12" O.G. ® _ q O 1 ALL ASEMENT,IDOUB E4HDOORS HA L BE ANDERSEN INTERIOR. L __ _ _ __ _ _ __ _ _ __ _ _ __ _ _ _ _ __ _ __ _ _ _ 25 DO NOTE: 71N6 (AS NOTED). HYDRONIC AIR HANDLER: I8" WIDE RIDOE SETBACK r INSTALL AS PER MANU. SPEC.'S. 18" WIDE RIDGE S�TBAGK 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 13 1. PROVIDE (3) NEW HYDRONIG AIR HANDLER(S) BY "RHEEM" OR APPROVED EQUAL;(1) AT FIRST FLOOR, (1) IN ATTIC, Q 23 b" O.H. 23 SEE DESIGNATIONS # WINDOW SCHEDULE. OR LOCATED IN DETACHED CARA6E MEGH. CLOSET. IB" WIDE R!DOE 5E75AGK le," WIDE RIDGE 5ETBAGK 26 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "OLA55 WINDOWS AND DOORS" ON PAGE 6-002. - - - - - - - -2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 22 23 26 - - - - _- ------ 4.ALL CASEMENT WINDOWS TO HAVE THR000H WALLS OR CEILING.STRAIGHT ARM HINGE. 5.INSTALLER TO PROVIDE BLOGKIN6, PIPING, AND W I A H 5. ALL DOUBLE HUNG WINDOWS TO BE TILT ASH ELECTRICAL AS REQUIRED FOR MOUNTING B 6.IN GENERAL, TEMP. OIL. SHALL BE PROVIDED: INSTALLATION I I (ATTIC) IS 6.1. FOR ALL SKYLIGHTS S OPERABLE PANELS OF 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER SWINGING' SLIDING, BIFOLD DOORS REQUIREMENTS OF A/G b HEATING SYSTEM (SEE 6.2. WITHIN 18' OF F.F. THERMOSTAT O ZONE DEGTO . 6.3, WITHIN 24' OF A DOOR FOR SINAIN) N (V I N 6.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANDING 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT N 6.5. WITHIN TUB/SHOWER ENCLOSURES V4ATERVBOILER COMBO TO NEW COIL. 6.b. SEE ALSO GENERAL NOTES ON PAGE 6-002 INTERIOR CRAWL SPACE ACCESS HATCH 1. SEE PAGE 6-005 FOR FRAMING (ELEMENTS AROUND 16 I. 50"x36" ACCESS HATCH WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 2. MIN. 550 LB5 CAPACITY (2) 2"xIO" HEADER U.O.N. 5. DBL. FRAMING SURROUNDING OPENING w 8.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER 4.INSTALL AS PER MANU. SPEG.'s (WHEN APPLICABLE) I w< I 3 w< NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HE16H7SLESS THAN 2411 v= ABOVE GRADE OROTHE ADJACENT SURFACE AT THE THAN NEW MECH. AREA: m Q Q m Q< ul BUILDING EXTERIOR. 11 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEC.'s 2. MAINTAIN 50"x30 CLEARANCE IN FRONT OF MECHANICAL 10:12 10:12 uj Z UNITS AS PER NY5 MG 306.1 � 23 2 EGRESS NOTE: 5. MAINTAIN ALL APPLICABLE VENTING CLEARANCES IN COMPLIANCE WITH NEW YORK STATE BUILDING REQUIRED PER NYS MG b04. I GORE, SECTION .1;THE FOLLO{,IING MEANS OF 4.IF APPLICABLE, DISCONNECT,REROUTE, k RECONNECT L 2 10:1� 10:12 10:1� U BE FO E6RE55 SHALL BE FOLLOWED: EQUIPMENT TO EXIST. PIPING AS REC;Z.D. I'-O" O.H. 22 23 I NET CLEAR OPENINO........... 5."i S.F. TYPICAL10:12 10:12 MECHANICAL AREA NOTES: ­:�� NET CLEAR HEIGHT............... 24" MINIMUM I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY NET CLEAR WIDTH................. 20" MINIMUM "DUROCK" (OR EQUAL) I 1'-0" O.H. A-3OI Lu A-301 O IDE LAYER OF TYPICAL BATHROOM NOTE: 2 TYPE "X G BD UL U3 5V(OMIT I)ON GONG. WALL 5) _3 -3 p 5 1. WALL BOARD 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS 5PEC.'s AND AS PER NYS MECH. AND FUEL GAS CODE 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT ari PROJECT: TUB SURROUNDS IT CONFORMS TO NYS MECH. AND FUEL GAS CODE _ _ _ _ _ _ _ _ 2. SHOWER FLOORS 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE 2.1. NEW FRESH AIR INTAKE FROM EXTERIOR 22 TILE FINISH (H.O. TO SELECT) UPON 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 2.2. CONCRETE MUD-SET (SLOPE: Ile," PER FOOT 2" O.H. r r_J r 1 r 1 I N EZ TOWARDS DRAIN) UPON EMERGENCY SHUT OFF SWITCH J _ L J L J L J I I'-O" O.H. i. FOR GAS SERVICE, PROVIDE 6A5 SHUT OFF SWITCH RESIDENCE 2.3. WATER PROOF MEMBRANE 'TO COVER SHOWER 8. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER FLOOR, WRAP DRAIN E ATL.EAST IS" UP WALLS 21 �'I' 5:12 23 CLEARANCES AS PER CODE �� q. PROVIDE 3" FLOOR DRAIN IF REO'D BY EQUIPMENT 22 6 O.H. 21 23 ONEW LAUNDRY ROOM/CLOSET: CONNECT TO SANITARY SYSTEM AS PER NYS 6 I. NEW WA514 / DRY HOOK UP PLUMBING CODE 2.COORDINATE LAUND. ROOM a DOOR DIM.'s 10.APPLIANCES JOINED THROU64+ A COMMON NATURAL I I 23900 MAIN ROAD w/SIZE OF EQUIP. DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL 0 5. PROVIDE HOOK UPS AS REO'5 PER MANU. SECTIONS OF 2020 NYS RC 62471. A-302 Q I I CUTCHOGUE, NY 11935 COMBINATION BOILER -5 DRYER EXHAUST NOTE: 18 NEW NAVIEN N05-240/130H (® MAIN DWELLING) S NGB I. DUCT SHALL TERMINATE TO EXTERIOR 240/IIH (® DETACHED GARAGE) CONDENSING NATURAL OAS DRAWING TITLE: 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY WALL-HUNG COMBINATION BOILERS (OR APPROVED EQUAL). -- - OPENINGS I. VENT THROUGH WALL. I O 0 I PROPOSED ROOF PLAN 3.DUCT SIZE AS PER MANU. 2. F.A.I. THROUGH WALL. 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER 3. PROVIDE NAVIEN CONDENSATE NEUTRALIZER KIT ON 5. TRANSITION DUCTS SHALL NOT BE: CONGEALED WITHIN CONDENSATE DRAIN LINE, PRIOR TO FLOOR DRAIN TO CONNECT FLEXIBLE THE DRYER TO THE EXHAUSTDUCTSNSITION SEPTIC SYSTEM.EXHAUSTDUCT SYSTEM 4. INSTALL ALL PER MANU. SPEC.'S SHALL BE LIMITED TO SINGLE LENOTHS, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED FLOOR DRAIN: 10:12 10:12 IN ACCORDANCE WITH UL 2158A. 19 NEW 5" GUARDED FLOOR DRAIN w/3" TRAP. b.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID SLOPE FLOOR TOWARDS DRAIN. METAL W SMOOTH INTERIOR SURFACES WITH JOINTS 4- I PAGE: RUNNING IN THE DIRECTION OF AIR FLOW, EXHAUST NEW EXHAUST FAN SHALL BE INSTALLED WHERE DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL O VENTILATION 15 NOT MET BY MEANS OF NATURAL 5GREW5 CIRCULATION THROUGH WINDOWS OR DOORS TO I A-105m00 -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER OUTDOOR SPACES AS PER NYS MEGH. CODE SECTION LOCATION TO THE WALL OR ROOF TERMINATION. THE 403.5.2.5; INSTALL AS PER MANU. SPECS MAX. LENGTH OF THE DUCT SHALL. BE REDUCED 2.5 FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° 0NEW 6N5" ALUM. GUTTERS (TYP.) 6" O.H. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 22 NEW 4"x5" ALUM. DOWNSPOUT (TYP.); I p p ( DATE: 11/08/23 9 OF 22 CONNECT TO DRYWELLS OELEGTRIGAL METER: O INSTALL NEW ELEC. METER AS PER NYS MECH. CODE, 6 23 GUTTER HIGH POINT (TYP.) UTILITY Co. STANDARDS (SEE SITE FLAN) FUTURE SOLAR ELEGTRIG RESERVED SPACE 24 ELECTRIC SERVICE PANEL SHALL HAVE A RESERVED 22 ELEGTRIGAL PANEL: SPACE TO ALLOW THE INSTALLATION OF A DUAL POLE �iEE',��° 4, O7A NEW 200 AMP ELECTRICAL PANEL LOCATION; L - - - - - - - - - - - - - - - - - I 6" O.H. ALL INSTALLATION AS PER NYS ELECTRICAL CODE. CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC , INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC", PER NYS EGG RAIO3.7 22 6" O.H. OAS METER: SO INSTALL NEW OAS METER A5 PER N'r5 MECH. CODE, 4I'-O" O.H. 1'-0" O.H. UTILITY CO. STANDARDS (SEE SITE PLAN) FUTURE SOLAR-READY INTERGONNEGTION PATHWAY 23 - •`� %;' g� Ca 25 PROPOSED PATHWAY SHALL PENETRATE ROOF AND 22 1'-0" O.H. 1'-0' O.H. ® GAS METER: PARTITIONS BENEATH TO REACH ELEGTRIG SERVICE PANEL 21 �- INSTALL NEW OAS METER REOULATC>R/VENT A5 PER NYS MECH. CODE, FUEL OAS CODE, $ UTILITY CO. STANDARDS. SOLAR-READY ZONE 6A5 METER SHALL BE POSITIONED i® GRADE 26 MINIMUM ROOFTOP ACCESS CLEARANCES PER NYS RC R324.6. 0 5 10 20 FROFOsEn ROOF FLAN GRAPHIC SCALE / SGALI=: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. *" SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FDOOR SCHEDULE FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER CONTRACTOR TO VERIFY MANUFACTURER DIMEN51ON WIDTHS FOR ALL MULLED WINDOWS DOOR MATERIAL d WINDOW CHART r TAG DESCRIPTION MANUFACTURER p J FIRE NOTES 0 - -- EGRESS LIGHT VENT O Q ROUGH OPENING WINDOW DIMEN51ON CLEAR PROV. PROV. WIDTH HEIGHT O w W � � 45 MIN. RATED W OPENING l� _ TAG TYPE FMODEL � � TEMP. PER PER SELF CLOSING WIDTH REQ'D: 20' UNIT UNIT J (� WIDTH HEIGHT WIDTH HEIGHT co HE16HT REQ D:24 " OPEN REO-D: 5.7 S.F. (S.F.) (S.F.) FIRST FLOOR F-- � A (3) DOUBLE HUNG TW21046 3'-O -L 4-8 2'-I I 4'-8 �" n/A q.64 5.41 101 SINGLE SWING THERMATRU 3'-O" 7'-O" • I ��J O . 0 -0 A.T (1) DOUBLE HUNG TW21046 5'-0 �" 4-,5 2-I I 4'-5 n/A Q q.b4 5.41 �� 102 BARN DOORS TBD (2) 5'-O" q'-O" �I I� C IX �; C9 B (3) DOUBLE HUNG TW24310 2'-6 4'-O 2'-5 -4'-0 n/A 6.3"1 3.66 O `N 2 SINGLE SWING JELD-WEN '-6" -71-O" • p„ •- 3'-5 2'-4 J" 3'-4 " 5.7 S.F. 6.0IF U G (4) 7F GA5EMEN77 GWI35 2 4 1 104 SINGLE SWING JELD-WEN 2'-6" "i'-O" ! Q 0 O 0 4-J D (15) GASEMEN7 F CW14 2'-4 4'-O 2'-4 4'-0" bb 5.F. '7.2 6.8 �111���� 7��7� SINGLE SWING THERMATRU 3'-O" 7'-O" • II • cm O I.f) --- n/A � 5."i3 3.30 L�JI �l -J E (2) DOUBLE HUi`1G 7 TW2436 2-6 3-8 2-5 3-8 9 Q 0 a o 0 -- � - -- SINGLE SWING THERMATRU 3-O 7-O E.T (I) DOUBLE HUNG TW2436 2'-6 �" 3'-8 �" 2'-5 3'-8 �" n/A 5.'13 3.50 106 ��� _ � � 1011 I SINGLE SWING �r JELD-WEN �E 2'-6" 'i'-O" • F (2) DOUBLE HUNG I TW2032 2'-2 �" 3'-4 J" 2'-I j" 3'-4 i" n/A � 4.21 2.48 � ----------- - n 1 G (I) PICTURE P4055 4'-O 3'-5 4'-0" 3'-4 n/A 10.8 n/A 108 - 7� GLIDING ANDERSEN 8'-O° - 7'-O" I - " H (3) DOUBLE HUNG TW21032 3'-O �" 3'-4 J" 2'-11 gg" 3'-4 J" n/A 6.42 3.62 IOq DOUBLE SWING CUSTOM (2) 2-6 "1-O • -- - ------- -- -- ----i--=- L- -__J I (4) AWNING A251 2'-4 2'-0 2'-4 2'-O �" n/A 5.2 I.I I10 SINGLE SWING JELD-WEN 2'-4" 7'-O" • 70 - -- - J.T (I) AWNING AW251 2'-4 �" 2'-4 2'-4 2'-4 n/A 3.q 1.1 III SINGLE 5WIN6 JELD-WEN 2'-4" 7'-O" • K (I) HALF GIRGL_E GTGX2 5'-3 2'-10 i" 5'-2 2'-q ill n/A [--I- 3 n/A 112 POCKET JELD-WEN 2'-4" 7'-0" • 1 L (U AWNING AW21 2'-0 2'-4 2'-O �" 2'-4 Fn/A 3.2 O.q I 113 SINGLE SWING JELD-WEN 2 4IF 7-O ��L� . - �L.T (I) AWNING AW21 2'-O 2'-4 2'-O 2'-4 - 114 BARN DOOR JELD-WEN 7'-O" n/A 3.2 D.q - L SINGLE SWING THERMATRU 5'-0" 7'-O" • I� U M (4) AWNING A21 2'-0 2'-O 2'-O �" 2'-O �" IF n/A 2.6 p,q 115 LLJJ N (I AWNING AW31 3'-0 2'-4 �" 2'-II 2'-4IF n/A 5.2 1.41 116 SINGLE SWING JELD-WEN 2'-6" 7'-O" �� Q N.T I AWNING AW31 3'-O 2'-4 2'-II 2'-4 n/A Q 5.2 1.4 117 SINGLE SW �ING THERMATRU 3'-O" '-O" • Q ■ - O (3) GASEMEN7� 013 2'-O 3'-O 2'-O 2'-11 n/A 4.5 4.0 115 SINGLE SWING JELD-WEN 5'-0" T-O" Q W it O.T (1) FCASEMEN7� G13 2'-O J 3 O :2'-0-O Il l 2'-ll n/A Ldl 4.5 4.0 Ilq GARAGE OVERHEAD TBD �,L 12'-O" 1E P (I) DOUBLE HUNIG 7W2446 2'-6 i" 4'-8 2'-5 4'-8 i" n/A 1L65IF 4.3q SECOND FLOOR P.T (I) DOUBLE HUNIG TW2446 =Z- �I 4'-5 2'-5 g" 4'-5 n/A Q '7.65 4.3q 2 �E 201 51NOLE 5WING JELD-WEN '-b" '71-0" • I�I I - 202 �I SINGLE SWINO JELD-WEN 2'-4" 7'-0" 203 SINGLE SWING JELD-WEN 2'-4" "7'-0" 2047i� SINGLE SWING JELD-WEN 2'-4" 7'-O" • �C 205 BARN DOOR JELD-WEN (2) 2'-O° 206 SINGLE SWING JELD-WEN 2'-4" "1'-O" j F • �r 20-T BI-FOLD JELD-WEN ---- --(2) 3'-0"--IDI-0 SING E SWING - - - j •208 I'� L JELD WEN 16 7 O 20q SINGLE SWING JELD-WEN 2'-4" �'-O" I • 1�� 210 �' SINGLE SWING JELD-WEN 2'-4" '7' 211 POCKET JELD-WEN 2'-4" �'-O" • �� 212 POCKET JELD-WEN 2'-4" 7'-O z � w a 44& 0 U o � r � � 4-1� j a o PROJECT: JIMENEZ NATURAL L 10H7 $ NATURAL L. 1 O�4T 4 NATURAL L 1 OHT NATURAL L O HT $ RESIDENCE VEN7ILA71ON VENTILATION VENTILATION VENTILATION ROOM K I TC HEN ROOM O REAT ROOM ROOM D I N I NO ROOM ROOM BEDROOM 1 23900 MAIN ROAD LIYINO ROOM CUTCHOGUE, NY 11935 FLOOR FLOOR FLOOR FLOOR AREA 238 S.F. AREA 264 S.F. AREA I I� S.F. AREA 136 S.F. DRAWING TITLE: S.F. REO. S.F. PROV. S.F. REQ. S.F. PROV. S.F. REQ. S.F. PROV. S.F. REQ. S.F. PROP. PLAN SCHEDULES LIGHT & VENT L I OHT L I OHT L I OHT L I OHT REQ'D I�fi.O S.F. 32.1 S.F. REQ'D 2i .1 S.F. �1�.5 S.F. REQ'D �i•2 S.F. 25.E S.F. REQ'D IO.�i S.F. 14.4 S.F. VENT q.5 S.F. 12.2 S.F. VENT 10.6 S.F. ��f.�f S.F. \/ENT 4.6 S.F. 14.4 5.F. VENT 5.4 S.F. 15.6 S.F. PAGE: REO'D REG ID RECQ'D RE0'D A-106mOO NATURAL L 1 C HT NATURAL L 10HT NATURAL L 1 C H7 NATURAL L 1 OHT VEN71 LA71 ON VEN71 LA71 ON VENT LA.TI ON VENTI LA71 ON DATE: 11/08/23 10 OF 22 ROOM BEDROOM 2 ROOM STUDY ROOM BEDROOMS ROOM BEDROOM 4 FLOOR FLOOR FLOOR FLOOR ,AREA 205 S.F. AREA �i3 S.F. AREA 1�6 S.F. AREA I�� S.F. E . S.F. S.F. RE��. S.F. PROV. S.F. REQ. S.F. PROS. S.F. R 0 S.P. PROV. REQ. S.F. PROV. LIGHT 16.4 S.F. 52.8 S.F. LIGHT LIGHT LIGHT -r.4 S.F. 14.4 S.F. IO.1 f S.F. 21 .6 S.F. 14.5 S.F. 58.1 S.F. REQ D REQ D REQ D r9 \/ENT 8.2 S.F. 2-7.2 S.F. VENT 5:7 S.F. 15.6 S.F. \/ENT 5.4 S.F. 20.4 S.F. VENT -7.2 S.F. 2�1.2 5.F. RE0'D REQ'D REO'D REO'D - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- < 0 Lu Lu cu cy) C\i v— d -0 70 >; (.0 T- oN z0 Lo cu , c 2 x 0 1:2 1:2 1:2 0 -c 4-1 4-J r) 10 10 10 c c\j (z; L ku < 0 b ex 1:2 10 f T T 4 J— —0 -I- I L -I- � �L - - L I 0 1 1 7 Z-L—11 1 L -jI I - - - - - - - - - - - - - - - -j < EE (D 71 d>alm NEAREST DISTANCE TO WESTERLY P/L I Lj IL-J I AVERAGE GRADE" NCR7H ELEVA710N (FRONT) 50ALE: 1/4" = 1'-0" ELEVATION NQ-,-E5 0 TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION S STANDING SEAM METAL ROOF PANELS; BLACK TYPICAL SIDING: (3:2 I.-SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION w z BEFORE INSTALLATION 0 HARDIE BOARD 4 BATTEN, 2'-0" SPACING; CONsr. 1:2 GRADE CEDAR 10 OHARDIE CEMENT LAP, 9�.25"V4 I-IORIZON7AL; CON57. Sl\ GRADE CEDAR NEW A/C CONDENSER ON CON(::. PAD OR OTHER, APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) NEW CLOSED P. CONC. STAIR PROJECT: - 5 JIMENEZ O TYPICAL "xa" CEDAR PAIN7zD (OR Ea.)! I. PROVIDE AT ALL FASCIAS RESIDENCE ONEW ELECTRIC METER; INSTALL. PER UTILITY CO. STANDARDS —W 23900 MAIN ROAD ONEW GAS METER; INSTALL PER UTILITY 00. STANDARDS f CUTCHOGUE, NY 11935 IA OAS METER VENT ABOVE Dr-r- DRAWING TITLE: NEW HOSE 515 II -S.F. PROPOSED EXTERIOR ELEVATIONS NEW PR'I'F-R VENT: 10 SEE NOTE 6 PLAN MIN. NEW MECHANICAL UNIT DIRECT VENT: II INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. PAGE: 5FEC.S IN FULL CONFORMANCE NIVENTIN6 --0 CLEARANCES REQUIRED PER N'rS MC &04. MIN.— SEE ALSO NOTE a FLOOR PLANS. A- 00 NEW MECHANICAL UNIT FRESHAIR INTAKE: 21■ 12 INSTALL AS PER MANU. SPEC.'S 4'-0" MIN; PROPANE FUELED OENFRATOR.; FILED UNDER DATE: 11/08/23 13 SEPARATE APPLICATION E:l 11 OF 22 NEW BATHROOM EXHAUST FAN VENT: 1:2 14 VENT THROUGH HALL AS 5HOHN. NEAREST DISTANCE TO SOUTHERLY P/L SEE AL50 NOTE 0 PLAN. ., I% '.. ...� ' I 1 40'-4y.2 NEW BATHROOM EXHAUST FAN VENT: — — — — — — nFE — — — — — — — — — — — — — — — — — — — — — — — — 15 LOCATE VENT HITHIN ROOF SOFFIT. - - - - - - - - - AVERAGE ORAVE SEE ALSO NOTE ® PLAN. ENEN HOOD VENT ) iL 0 5 io 20 NE57 ELEVATION (RIOH7 5C)E) GRAPHIC SCALE SC,ALE: 1/4" ELEVATION NOTES - — — — — — — — — — — — — — —OI — TYPIGAL ROOFING: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I. SEE NOTE AT BUILDING SECTION FOR MINIMUM \ Q CONSTRUCTION STANDARDS \ 0 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION W BEFORE INSTALLATION \ \ W � IA STANDING SEAM METAL ROOF PANELS; BLACK \ _l M \ Q :+>✓ N \ cl� c Lr) TYPICAL SIDING: \ 07 O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O CONSTRUCTION STANDARDS IA \ 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION \ L 0 a � HARDIE BOARD 4 BATTEN, 2'-0" 5PAGING; GON5T. \ O C Lo CV ® GRADE CEDAR i \\ \ • � � i \� \ : X L cm2B HARDIE CEMENT LAP, 5.25"W O HORIZONTAL; GONST. \ O a--r ' \\ \ m Q0 O GRADE CEDAR ' �_ \ J cm O tu Lo NEW A/C CONDENSER ON GONG. PAD OR OTHER 3 APPROVED GROUND SURFACE (SEE FLOOR 15 5 \\ \ \ Q O a O PLAN NOTES) 40 NEW CLOSED P. GONG. STAIR --- - ---- --- -- ----- ----- \ 10 \ n 1 O TYPICAL I"x5" CEDAR PAINTED (OR EG.): - �/L�� - �/ •T\� / \ ' \\ \ I. PROVIDE AT ALL FASCIAS D D D D NEW ELECTRIC, METER; INSTALL 2 2B / / / - i O \\ \ O PER UTILITY CO. STANDARDS - NEW GAS METER; INSTALL �+'� /'Y1 O7 PER UTILITY GO. STANDARDS w 14 14 \\ I _ 12 S.F. \ _ - 8 GAS METER VENT ABOVE DFE 01 _ �* \ • O NEW HOSE BIB - to NEW DRYER VENT: _ •j � _ O SEE NOTE * PLAN EE EE - 12 ( n 1 EW MECHANICA L UNIT DIRECT VENT: �- E —� E E - { - N L O O O - II INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. -.F _ { _�� - BREEZEWAY 12„ Q SPEC.'S IN FULL CONFORMANCE w/VENTING -- CLEARANCES REQUIRED PER NYS MG &04. _- - ""-" " "" " MIN. p SEE ALSO NOTE ® FLOOR PLANS. - _ O 1 • NEW MECHANICAL UNIT FRES14 AIR INTAKE: m m NEAREST DISTANCE TO EASTERLY P/L 12 AL INSTALL AS PER MANU. SPEC.'S _ -F F - -F F- OPROPANE FUELED GENERATOR; FILED UNDER SEPARATE APPLICATION P " 4 AVER AGE GRADE 41 ENT: N EW BATHROOMEXHAUST FAN V 14 O VENT THROUGH WALL AS SHOWN. I O O N.SEE A 50 NOTE ® PLAN. •�. :..L _J NEW BATHROOM EXHAUST FAN VENT: IS LOCATE VENT WITHIN ROOF SOFFIT. SEE ALSO NOTE ® PLAN. SOI v ITH ELEV A71 ON� I (REAR) I6 NEW HOOD VENT SCALE: I/4" — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- RIDGE HEIGHT —-—-—-—-—-—-—-—- ELEV. +40.6' ------- --------------------- — i� \ 12 \ 10 \ H i \ IA Z \ ui ui - - - - - \ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � \ M \ I \ \ \ PROJECT: I JIMENEZ G / 12 m ; - \ 23900 MAIN ROAD CUTCHOGUE NY 11935 SECOND FLOOR ----------- — �� \ \ \ DRAWING TITLE: - -- -----------------------= \ PROPOSED EXTERIOR ELEVATIONS I i I O Q d 0 -- 0 BREEZEWAY I PAGE: i NEAREST DISTANCE TO NORTHERLY P/L FIRST FLOOR_ n ' I -202mOO GARAGE SLAB ELEV. DESIGN FLOOD ELEV. (DFE) J.1 OH 2 ELEV. +8.0' — _-- — — — — — — — — — — — .-�' — :�. ' DATE: / / 3 12 OF 22 AVERAGE GRADE - - - - AVEf?AGE GRAD�r � 0 ' . ELEV. +7.5' - - - - - - - - - - - - q FLOOD ZONE A_E(o ELE1(.+ro-6 GRAWL5PAGE SLAB--� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f WATER ENCOUNTERED -� v ELEV. +2.7' ---- 0 5 10 20 E /�" ST ELEVATION (LEFT SIDE) GRAPHIC SCALE ELEVATION NOTES O TYPICAL ROOFING: f1 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS Q 2. H.O. TO VERIFY FINAL COLOR 6 'MATERIAL SELECTION BEFORE INSTALLATION ui LLl J IA STANDING SEAM METAL ROOF PANELS; BLACK IA fy) TYPICAL SIDING: Q N w O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS `- 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION — } 0 BEFORE INSTALLATION i A HARDIE BOARD 4 BATTEN, 2'-O" SPACING; GONST. CL � LI)GRADE CEDAR � )( 0 N 2B HARDIE CEMENT LAP, 8.25"W HORIZONTAL; CON57, 0 O co , GRADE CEDAR 4-J O +-+ Lo NEW A/C CONDENSER ON GONG. PAD OR OTHER co 3 APPROVED GROUND SURFACE 'SEE FLOOR O O PLAN NOTES) 4O NEW CLOSED P. GONG. STAIR n , O5 TYPICAL I"x8" CEDAR PAINTED (OR EQ.): I. PROVIDE AT ALL FASCIAS ONEW ELEGTRIG METER; INSTALL 2 6 PER UTILITY CO. STANDARDS U NEW GAS METER; INSTALL PER UTILITY CO. STANDARDS 8O OAS METER VENT ABOVE DFE - -- �EE / ,NEWHOSE BIB \ v BREEZEWAY NEN DRYER o 0 oll 10 VENT: SEE OTC ® PLAN nnVJ NEW MECHANICAL UNIT DIRECT VENT: IFW II INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. Q SPEC.'5 IN FULL CONFORMANCE w/VENTING CLEARANCES REQUIRED PER NYS MG: 504. SEE ALSO NOTE ® FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: 12 INSTALL AS PER MANU. SPEC.'S GRAWLSPAGE 13 PROPANE FUELED GENERATOR; FILED UNDER SEPARATE APPLICATION NEW BATHROOM EXHAUST FAN VENT: GARAGE UTILITY 14 VENT THROUGH WALL AS SHOWN. w \ /� SHAFT BEYOND Y SEE ALSO NOTE ® PLAN. EST ELE X/AT I O�I I `� � l../ARAOE NEW BATHROOM EXHAUST FAN VENT: 15 LOCATE VENT WITHIN ROOF SOFFIT. SCALE: 114" = 1'-0" SEE ALSO NOTE ® PLAN. I6 NEW HOOD VENT I i H Z Lu O U H PROJECT: - JIMENEZ ,r RESIDENCE 23900 MAIN ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 5 2 X'x PAGE: A-203mOO N.T DATE: 11/08/23 Ell 13 OF 22 am 15/ a - — --- — HIAI I r a ks 0 5 10 20 ,`�'v EAST ELEVATION ® OARA E GRAPHIC SCALE 5CALE: 1/4" = 1'-0" CONNECTION 'A' AS BUILDING SECTION NOTE5 PER PAGE 6-005 NEW RIDGE NEW ROOFING NOTE (TYP.): _________________________--- ______ RIDGE HEIGHT - a O I. INSTALL NEW AS NOTED ON ELEVATIONS ELEV. +40.(o' Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS \\ LLI OVER Lu 3.INSTALL 15 # BUILDING FELT (U:O.N) OVER 12 J fB 4.I/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) m 5. GAP SHINGLE OVER RID6E B HIPS (AS REG'D) IO Q +_� (V b.PROVIDE RIDGE VENT (AS REG'D) UNFINISHED ` .� L0 1. FLASH ALL VALLEYS ATTIC P 5.INSTALL DRIP EDGE AS REG'D �\ p 4. INSTALL ALL AS PER MANU. SF'EG.'s F-Q AF — i O o` CO-ORDINATE � . (D CTION: O Z TYPICAL ROOF 8 CEILING CONSTRU ' F-' � BIRDSMOUTH TO ENSURE 4� 2 O2 • NEW ROOFING AS NOTED RIDGE PER PLA / � � � R.R. NOTCHED LESS _ � • 1/2" GDX PLYWD SHEATHING (E�LOGKING ® ALL PLYWD THAN 25% OF RAFTER SEAMS) I DEPTH (TYP) 12 ,� I T r- U r' • R.R., G.J., E G.T. AS NOTED ON PLANS (® SPANS OVER ADJU5T RIDGE H6T. AS P� .\ O O Xx ate+ N ` REG.'D TO PROVIDE 3.5" 10 b' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) MIN. BEARING TO R.R. Q� o\ m Z (D • PROVIDE R-41 BATT INSULATION WHEREVER ALLOWED �¢ SECOND FLOG � 2 c O Ln PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE 7" \ \ GO-ORDINATE F-4 BEDROOM 4 �� N O THK. SPRAY FOAM INSULATION (R-411 ® R-7/INCH) G.J. PER PLAN BIRDSMOUTH 0 d u O • PROVIDE 2 THK. SPRAY FOAM INSULATION ® EAVES (TYP.): CONNECTION TO ENSURE R.R. CONNECTION 'BI' AS NEW EXTERIOR WALL GON5T'F:UCTION PER PAGE 0-005 NOTCHED LE55 �� `� PER PAGE 6-003 O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON R.R. TO G.J. TO ~ THAN 25% OF R.R. TO WALL STUDS • -- - - WALL STUDS RAFTER DEPTH I/2" GDX PLYWD. 5HEATHIN6 (E''LOGKIN6 ® ALL PLYWD - - (TYP) SEAMS) UPON n , • 2"xb" STUDS ® Ib" O.G. w/ DEL. TOP PLATE / SECOND FLOG // O m / W • MIN. R-21 BATT INSULATION • 5/b" GYPSUM BD. WALL FINISH z \ / p BEDROOM 2 Q 4 / NEW 5101NO NOTE (TYP.): SILL PLATE(5) (MA5TER) NEW STUD TO \ / 1 \ OI. IN57ALL NEW AS PER ELEVATIONS ® WINDOWS FLOOR ASSEMBLY L. I 2."TYVEK" HOUSE WRAP (OR EQUAL) PER TABLE ON CONNECTION 'CI' A5 in OIL. \ / \ 3. INSTALL ALL AS PER MANU. SPEG.'s PAGE 6-003 WALK-IN PER PACE 6-005 4.PROVIDE ALL NECESSARY TRI1r1 FOR PROPER CLOSET v INSTALLATION D 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL 12 51 N _ SECOND FLOOR BANQUET � � � LINE OF M -------- ----------- 1 1 1 TYPICAL FLOOR CONSTRUCTION: p�,P` 1 ELEV. +20,2' � - - - MUDROOM ROOF, O I. FINISH FLOORING TO SELECT F.J. PER PLAN --- -- - - - _- - -- - 5:12 PITCH 2. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED d SCREWED 3. F.J. AS NOTED ON PLANS - AT SPANS OVER b' INSTALL - 4 LOWER CEILING (BEYOND) 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION(ONLY BETWEEN FIRST AL16N FASCIA W/ G. PER P 5 FLOOR AND FOUNDATION) GARAGE DINING KITCHEN — - FIRST FLOOR 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS ROOM COVERED ALIGN NEW UN-REINFORCED P. GONO. SLAB PORCH I MUDRIOOM/LAUNDRY PORCH FASCIA 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. b MIL POLY VAPOR BARRIER, UPON PERMACAST STRUC. p FIRST FLOOR _ •V J 3. 4" (MIN.) GRAVEL BASE COL.;SQUARE 6 NEW STUD TO NEW STUD TO � - o 0 0 0 NEW REINFORCED P. GONG, SLAB PROVIDE GALV. _ FLOOR ASSEMBLY FLOOR ASSEMBLY bB 1. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON FLASHING TO =, --- CONNECTION 'DI' AS -FIRST FLOOR ONNEGTI E 0 0®®®®® ®® m® o o Q 2. b MIL POLY VAPOR BARRIER, UPON PROTECT LUMBER 3 � � - - PER PAGE 6-003 PER PAGE 6-003 3. 4" (MIN.) GRAVEL BASE FROM CONTACT w/ o 0 0 0 ��— ELEV. +10.0' I I 0 SOIL OR GONG. PROVIDE GALV. / DESIGN FLOOD FLASHING TO ELEVATION (DFE) PROTECT BLUESTONE PATIO PITCH ` \ -------- -� ��— ELEV. +5.0' PITCH GONBTAGT FROM F.J. PER PLAN 1 TTT .� �� ' �� GRADE 5 _. AVERAGE GRADE -- - —-- O G - - - - _ — — — — — - - — — — — — — — - - - - - -- ��� ELEV. +7.5' bA _ GRAWLSPAGE PROVIDE BACKFILL GRAWLSPAGE GRAWLSPAGE SLAB COMPACTED IN b" LIFTS ___—_ 0 ELEV. +6.1' 4 4" THK. GONG. - -- — — — - - - - w/STONE FINISH ELEV. +6.0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- ........... `\GROUNDWATER ENCOUNTERED ELEV. +2.7' SECTION I -I/A-50I SEG71ON 5-5/A-50I SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" I 2 RIDGE PER PLAN I 1 I W O V I I � I I I H Q I PROJECT: I I I PROVIDE HDR ABOVE ALL J I M E N EZ - - WINDOWS DOORS AS PER BEDROOM 3 I� ❑ I ❑ STRUCTURAL PLANS RESIDENCE SECOND FLOOR SILL PLATES) HALLWAY ® WINDOWS s a PER TABLE ON 23900 MAIN ROAD PAGE 6-003 CUTCHOGUE, NY 11935 3 I i 4 BEDROOM 2 DRAWING TITLE: (MA57ER) BUILDING SECTIONS FIRST FLOOR GREAT ROOM KITCHEN PAGE: HALLWAY -AGUARIUM- FOYER DINING 0 BEDROOM i ROOM �® . II BEYOND m BEYOND BEYOND 00 ' o a m DATE: 11/08/23 REF 14 OF 22 5 �.x� b GRAWLSPAGE 0 5 10 20 z. 55G7I0N 2-2/ " -5O1 GRAPHIC SCALE SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW AS NOTED ON ELEVATIONS Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 0 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS LLI OVER J co 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) m 5. GAP SHINGLE OVER RIDGE d HIPS (AS REQ'D) I Q t � b.PROVIDE RIDGE VENT(AS RE:Q'D) RIDGE HEIGHT-f. FLASH ALL VALLEYS __-—-—-—-— 5.INSTALL DRIP EDGE AS REQ'D ELEV. +31.0' OPEN SPACE ABOVE 2 O 9. INSTALL ALL AS PER MANU. SPEC.'S (NO 61olB FASTENED TO RAFTER TIES) i }' OTYPICAL ROOF d CEILING CONSTRUCTION: i 2 Z 0 • NEW ROOFING AS NOTED PROP. RIDGE HEIGHT 0 N •— N • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD ELEV. +2•T.8' RIDGE PER PLAN A co V SEAMS) • R.R.,G.J., 4 G.T. AS NOTED 014 PLANS (® SPANS OVER P�� RAFTER TIES PER PLANS ��I< cO X0 �� 1 8' INSTALL "X" BRIDGING a CENTER OF SPAN,U.O.N.) �F-¢ �Y GO-ORDINATE 0 O m • .,.t CD • PROVIDE 4" THK. SPRAY FOAM INSULATION (R-28 ® 12 BIRDSMOUTH �, � L!) R--f/INGH),FOLLOWED BY R-21 BATT INSULATION (R-4cl TO ENSURE R.R. N (z; co TOTAL) a NOTCHED LESS Q 0 a 0 • PROVIDE 2" THK. SPRAY FOAM INSULATION * EAVES THAN 25% OF RAFTER DEPTH NEW EXTERIOR WALL CONSTRUCTION (TYP.): I ! ' � ' � (TYP) O • "TYVEK" HOUSE WRAP(VENTE'D) (OR EQUAL) UPON " NG ® P YWD 12 GDX P YWD. SHEATHING 'BLOGKI ALL L/ L f SEAMS) UPON POST TO • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE STORAGE RIDGE • MIN. R-2I BATT INSULATION rKLOF7 FLOOR - BEYOND - - -- ----- -- --- --- ----• 5/B" GYPSUM BD. WALL FINI5I4 E LEV. +20.0' G.J. PER PLANS NEW SIDING NOTE (T O YPJ: I. INSTALL NEW AS PER ELEVATIONS TT T D 2."TYVEK" HOUSE WRAP (OR EQUAL) 3 - GARAGE IJ (NO INSULATION) v — — NEW HEADER 5 3.INSTALL ALL AS PER MANU. SPEG.'s ; U 4.PROVIDE ALL NECESSARY TRIM FOR PROPER 4 _ __ V INSTALLATION PER PLAN 5. SIDING SHALL EXTEND TO T01' OF FOUNDATION WALL CONNECTION 0 5 ^ ` I PER PAGE G-003 W NEN STUD TO TYPICAL FLOOR CONSTRUCTION: GARAGE FLOOR ASSEMBLY O I. FINISH FLOORING TO SELECT _ 3 ■ 2. 5/4" T b 6 GDX PLYWD. SUBFLOOR CLUED b SCREWED �i _ O s O 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL O iq 4 (y 'X' BRACE ® MIDSPAN CONNECTION 'E' AS = 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST PER PAGE 6-003 r --- x xCONNECTION 'E' AS / 1 FLOOR AND FOUNDATION) NEW STUD TO PER PACE 6-003 v 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS FLOOR ASSEMBLY NEW STUD TO PROP. GAR. SL_AB 1 bB bB FLOOR ASSEMBLY NEW UN-REINFORCED P. GONG. SLAB ELEV.+q.5' � 1 b I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON \ 2. b MIL POLY VAPOR BARRIER UPON ----------- / 1 P1TGH GARAGE SLAB 3. 4" (MIN.) GRAVEL BASE ELEV. +q.3' ----- ----- ---- P GRADEANIL NEW REINFORCED P. GONG. SLAB z W bB 1. NEW 4" THK. P. GONG. SLAB w/b"xb"-I0/I0 W.W.M. UPON Q 2. b MIL POLY VAPOR BARRIER UPON m 3. 4" (MIN.) GRAVEL BASE m SECTION 4-4/A-502 �,"J WATER ENCOUNTERED _ ELEv. +2."1' ——— — — — — — — — — — — — — — — — — — — — — — — SCALE: 1/4" = 1'-0" 0 5 10 20 SEC71ON 5-5/A-502 GRAPHIC SCALE 1/4"=1'-0" SCALE: 1/4" = 1'-0" I ``U. U. a R FD ED 0 o in p Lu N U Q N C U it Z W w W= F= P W W Wm W 11: Iz0, z a a2' HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE � ix m= SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEC.'s; g ix it= PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO 0 a a PITCHED METAL STAIRWAY;SEE HANDRAIL 6RIP SIZES ADJACENT U m m m W JOIST HANGER BY IH N /'SIMPSON' OR EQUAL \ SECOND FINISHED FLOOR N N 8" TH I GK RE I NFORGED CONCRETE VY MIN. SPACE BETWEEN O SLAB PROJECT: WALL AND HANDRAIL \ \ 5/4" PINE RISER \ O BASS SHOULDER AREA (7`rP.) 24'' DIAMETER CAST IRON D RDS FOR ORI PPABLE HANDRAIL OR DEFINED SURFACE CO\/ER INLET ORATE FRAME J I M EN EZ S/4 PINE TREAD STAN A - SCALE: NTS RESIDENCE lo" X _ O GROSS SECTION MIN, a� I" ROUNDED NOSIN6 p CLEARANCE _ — — GIRGULAR NON—CIRCULAR 23900 MAIN ROAD \ w/Y4" RADIUS Q - CUTCHOGUE NY 11935 (NOT INCLUDED IN \ TREAD DIMENSIOW �2° 1y4�_211 PERT- 2y4�� / MIN. / MAX. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DRAWING TITLE: \ / METER / — 1 z / = o / — z ( I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ BUILDING SECTIONS ] ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �— N / / / / Q ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ / / / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III= PAGE: (3) 2"xl2" STRINGERS ® w/R-21 INSULATION, IF UNDERSIDE IS FACING STORAGE/NON-HABITAL SPACE 1 \ o � II IA-302mOO (y I=RECAST GONG. Y� GYP. BD. STOF.AC E UNDER O ROUND LEACH I NC R I NO. SEE DATE: 11/13/23 15 OF 22 (WHEN APPLICALB fi� G E) WATEALGULATIONS ON \ SITE PLAN FOR REO'D EFFECTI\/E DEPTH - 2�'-O" r )W-ITER AS "2'-O ,f TREATED 2"xl2" SILL FOR CONTACT \ I"I IN. PER ER SITE PLAN MIN. w/ GONG. (IF APPLICABLE) CLEAN SAND ORAVEL FILL ` � ` GARAGE/FIRST FLOORG� ' INTERIOR MOOD STAIR DETAIL r2 STORM WATER DR)00'NELL DETAIL f4-302.00 _ A-302.00 SCALE: 5/4 P _ " — —O" SCALE: 1/2" — 1'-0" !,h. t 1• TYP. ROOFING (SEE I I SECTION NOTES) TYP. ROOF CONSTRUCTION 0- FLOOR SYSTEM AS FLOOR SYSTEM AS FLOOR SYSTEM AS (SEE SECTION NOTES) p,N Q NOTED ON PLAN NOTED ON PLAN NOTED ON PAN SIMPSON' H2.5A PAR PL �W Lu NEW 5TL. GAP PL. 'A', 'B', NEW 5TL. GAP PL. 'A', 'B', NEW 5TL. GAP FL. 'A', 'B', RAFTER TIE R -1 cz FLOOR WOOD BEAM FLOOR WOOD BEAM FLOOR WOOD BEAM m OR 'G' (PER BEAM GO�IFIG.) OR 'G' (PER BEAM GONFI6.) OR 'G' (PER SEAM GONFIG.) 1.AS NOTED ON PLAN AS NOTED ON PLAN AS NOTED ON PLAN WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP Q ;4-J N PL. DETAILS NEW 3-1/2" OR 5-1/2" (AS FL. DETAILS NEW 5-1/2" OR 5-1/2" (AS PL. DETAILS NEW 3-1/2" OR 5-1/2" (AS C LO NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. w b7 NEW BASE PLATE 'A' 50H 40 HOT DIP GALV. NEW BASE PLATE 'A' 5GH 40 HOT DIP 6ALV. NEW BASE PLATE 'A' SGH 40 HOT DIP 6ALV. WELDED TO COL.;SEE STL. COL. (A5TM AI23) WELDED TO COL.;SEE STL. COL. (ASTM AI23) WELDED TO COL.;SEE STL. COL. (A5TM AI23) - o BASE PL. DETAILS FOR AS PER FOUND. PLAN BY BASE PL. DETAILS FOR AS PER FOUND. PLAN BY BASE PL. DETAILS FOR AS PER FOUND. PLAN BY G.J. AS PER PLAN (WHEN APPLICABLE) '� >: C9 BOLTING SIMS STEEL (OR EQUAL) BOLTING SIMS STEEL (OR EQUAL) BOLTING SIMS STEEL (OR EQUAL) FASCIA BOARD L N z r- O w O PROVIDE GOLD .IOINT PROVIDE GOLD JOINT PROVIDE GOLD JOINT •� "Y NEW 4" THK. P. NEW 4" THK. P. I NEW 4" THK. P. � U AT GONG. SEAMS (TYP.) GONG. SLAB AT GONG. SEAMS (TYP) GONG. SLAB AT GONG. SEAMS (TYP.) GONG. SLAB BEAM AS PER PLAN NEW SIMPSON LU526 C 2 x N GALV. JOIST HANGERS 0 O 0 (OR APPROVED EO.) o m Ji . e e .a ii iI m Ii ji° 4-J a-' Lo N• ° ° •a GJJ ILLJa a °, ° ° ° °° ��' .LL' ,•e ° e .. ° n • ° ° a J�° �L�• . aS . ` o cc o 4" GRAVEL BASE / e G In 4" GRAVEL BASE ° ti EXIST. GRAVEL a e e NEW (5) #5 HOR. - - NEW (4) #5 HOR. BASE ° - 3" -- - ------ NEW (5) #5 HOR. REBAR UPON (3) #5 G=__`-�-,---.,-r-��. •��_=�=__�_=`-�-s,� ` o REBAR UPON (4) _ . - REBAR UPON (5) PERMAGAST COLUMNS A5 PER PLAN HOR. REBAR (6 TOTAL) #5 HOR. REBAR #5 HOR. REBAR NEW 24"x24"x12" NEW 30"x30"Xlb" - ..----- -----.- NEW 56 x3b"xl8 �3 (B TOTAL) I I w/ "SIMPSON" PG64 (FOR 3 PLY BM) DEEP P. GONG. PAD DEEP P. GONG. PAD DEEP P. GONG. PAD i`3" (10 TOTAL) OR "SIMPSON" 5652-2/4 (FOR 2 PLY FTC. (MIN. 4,000 PSI) COMPACTED FILL FTC. (MIN. 4,000 P51) FTC. (MIN. 4,000 PSI) BM) POST GAPS - COMPACTED FILL EXIST. FILL 57EEL COL.. 24"x24"x 12 " FTO. DETAIL 4 STEEL COL.. � 50"x50 "x 18" FTO. 1�ETA I L � STEEL COL. 4 5G "x5& "x 18 " FTO. DETAIL 4-J -0 A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" - '- " v '- - I O n1 W CENTERED ABOVE COL. CENTERED ABOVE GO1VIDE BEAM � � COVERED fi�ORGH DETAIL M WHEN NOTED ON PLANS I, WHEN NOTED ON PLANS „ 64) 5/8" H.D.C. LAG 8" A-401.00 SCALE: 5/4" = 1'-0" PROVIDE BEAM SPLICE 811 =� 8 (4) 5/8" H.D.G. LAC =� 8 BOLTS (PREDRILLED) - CENTERED ABOVE COL. (4) 3/8" H.D.G. LAO BOLTS PREDRILLED WHEN NOTED ON PLANS BOL75 (PREDRILLED) ( ) \ I411 - - - - - _ V. O.D. 5GH. 40 HOT _ O O (AS ALV. STL. COL. PERMAGAST COLUMN AS — -� (AS AI23) AS PER PER PLANS; INSTALL AS PER MANU. SPECIFICATIONS n 1 — �- -� — — -_ - - - — -'r- — — — — — — — - — — — PLAN WELDED TO PL. W — — — — — — STLB'BASE PL. POST BASE PER MANU. -Al 7- - - - - - - - - - - - - I � - - SPECIFICATIONS 3/8" THK. I I I n - - - - - \-�/ - - - - - - - - - - -\` / - O - - - - - - �� NEWF0071N05: PROVIDE (4) 1/2" AL STL. H< I /4 3/8 THK. H.D. HOOKED ANCHOR BOLTS EMBEDDED FINISHED 57ONE /4 GALV. PL. O O O / INTO FOOTING MIN. 4" w/ OVERSIZED — — — — — —1 WASHER 4 END NUT SETUPIf 4" GONG. SLAB GAP PLAT= '�' EXISTING FOOTINGS: PROVIDE (4) " I/2 THK. I II I li I/2 THK. I II ( II FOR CONNECTION OF 5TL. COL. TO (3) I-3/4" WIDE 5TL. PL. �4 /� I/2" THK. H.D. 5TL. PL. ��, /4 I/2" THK. H.D. /., GALV. THREADED ROD, DRILLED ° a EPDXY PINNED INTO EXIST. FTC. LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE GALV. PL. GALV. PL. U51NO 0UIKRETE HIGH-STRENGTH DIMENSIONAL LUMBER OR 5.25" WIDE P5L , , ANCHORING EPDXY (OR EQUAL) TO GAP PLATE B GAP PLATE G BASE PLATE 'A' AN EMBEDMENT OF b" BAGKFI L FOR CONNECTION OF 57L. COL. TO (5) 2" WIDE FOR CONNECTION OF 5TL. COL. (5) 2" WIDE GRADE // L DIMENSIONAL LUMBER w/ (2) 1-5/4" WIDE LVL LUMBER DIMENSIONAL LUMBER w/ (2) 1-5/4" WIDE LVL ° a ° ��4�� OMPAGTED LUMBER, AS WELL A5 (5) 1-5/4" WIDE LVL LUMBER EVERY b' OR (5) 2" WIDE DIMENSIONAL LUMBER / / / /�/ COTEND L.. PER FOUND. O D PLAN; PROV DE STEEL COLUMN CAP 3A5E PLATE DETAILS \//�//\/ ADDITIONAL (2) #5 VERT. REBAR A-4OI.00 - ° �\�\/\ IN GONG. WALL BENEATH COLUMN S (I) #5 HOR. REBAR IN 5GALE. 5 - I O ° ��/��/ ENLARGED FTC. ° EXTERIOR MASONRY DECK °° FOUND. WALL S FTC. AS PER DETAIL X/A-XXX 2'-O" LAP � ----� (TYP.) p PERMAOA57 COL. FTO. DETAIL �- _— A-401.00 z --------—-— -— -- -rt SCALE: 5/4" = 1'-0' w I I o ---- _ II PROVIDE 3" (MIN.) GONG. COVER w OF ALL REBAR WITHIN P. GONG. H j I PROVIDE 3" (MIN) GONG. COVER FOUND. WALLS d P. GONG. FT6'5. PROVIDE STRAPPIN6 S NAILING Q #5 REBAR (TYP.) 0. I OF ALL REBAR WITHIN P. GONG. AS PER CONNECTION 'D' IN 0 Q-• I I FOUND. WALLS S P. GONG. FTG'S. PROVIDE STRAPPIN6 Q NAILING "TYPICAL NAILING/STRAPPING #5 BENT I I I AS PER CONNECTION 'D' IN PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, N I i I "TYPICAL NAILING/STRAPPIN6 BETWEEN CAVITIES SHEAR, d LATERAL RE515TANCE" PROJECT: REBAR (TYP.) i PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. BETWEEN CAVITIES j SHEAR, S LATERAL RESISTANCE" (WHEN APPLICABLE) J I M E N EZ PER ENERGY TABLE ON PACE 6-003 ® EA. STUD. NEW (2) 2"xb" P.T. SILL PLATES I I FLOOR SYSTEM AS TERMITE SHIELD WHEN APPLICABLE) NEW (2) 2"x6" P.T. SILL PLATES UPON SILL SEAL UPON COPPER FLOOR SYSTEM AS NOTED ON PLAN RESIDENCE NOTED ON PLAN UPON SILL SEAL UPON COPPER NEW 5/5"m HOOKED ANCHOR TERMITE SHIELD BOLTS ® 39" O.G. w/ 3" SQUARE WASHER d ENDNUT I PROVIDE STRAPPING +� NAILING NEW 5/8"0 HOOKED ANCHOR PROVIDE 3" (MIN.) GONG. COVER AS PER CONNECTION 'E' IN 23900 MAIN ROAD TYPICAL NAILING/S7RAPPIN6 BOLTS ® 3q O.G. w/ 3' SQUARE WASHER 4 ENDNUT CUTCHOGUE NY 11935 O ALL REBAR WITHIN P. GONG. REQUIREMENTS FOR UPLIFT, #4 HOOKED VERT. r CORNER GONNEGTI ON FOUND. HALLS a P. GONG. FTG'S. SHEAR, $ LATERAL RESISTANCE" REBAR ® 48" O.G. i-z e \° ON PACE 6-003 ® EA. STUD. #4 HOOKED VERT. ° 1° \ I� X NEW (2) 2"xb" P.T. SILL PLATES REBAR ® 48" O.C. t-y I'v\' #4 HOR. CONT. REBAR ® TOP E ° .II L ° DRAWING TITLE: UPON SILL SEAL UPON COPPER BOTTOM OF WALL (2 TOTAL) 4' P. GONG, SLAB #4 HOR. CONT. REBAR ® TOPS I `n91 DESIGN DETAILS TERMITE SHIELD BOTTOM OF WALL (2 TOTAL) II X P. GONG. FOUND. WALL 6 xb -IOxlO W.W.M. BETWEEN NEW 5/5"(P HOOKED ANCHOR %I < (MIN. 4,000 PSI) jI #5 REBAR (TYP) 2'-0" LAP CENTER 8 UPPER � OF SLAB BOLTS w/5" SQUARE WASHER 8 P. GONG. FOUND. WALL j1< - !p (TYP) SECURED IN PLACE DURING POUR ENDNUT;SPACING AS INDICATED I O Ip ASPHALTIC DAMP ON 6-003 (MIN. 4000 P51) jp -, I PROOFING TO 6 MIL POLY ASPHALTIC DAMP EXTERIOR ----- -t - -{ ---I --------- MOISTURE RETARDER PROOFING TO EXTERIOR ASPHALT DAMP 4" P. GONG. SLAB " II e` --------- ° z a II, PROOFING TO EXTERIOR CRAVE ----I -�I---- a I'I� 4' P. GONG. SLAB II ° a a a �I AGE. r � . -------- -- I-- _ � � 11 I I I I I ---- ( �,(_.f 1l( t�Jl .( I GRADE a GRADE lC�v I 1 .'.`f. _J�r_ _ c-4 I n e II I 4 GRAVEL_BASE - A-40minOO -------------- L s - MOISTURE RETARDER- II . °.1 - - b MIL POLY - II .. ----- - --h---I�--I ------- I I I I I I I I °114. - I 1 �� II #4 HOOKED VERT. REBAR ® 48 O.G. II X b MIL POLY II I I II MOISTURE RETARDER 4 GRAVEL BASE II - z #4 HOR. CONT. REBAR ® TOP S - -' II - I I I �I II _ (I I 1 - 1 4" GRAVEL BASE I ` 11 a II (I II BOTTOM OF WALL (2 TOTAL)- - 1I ,� 0 z P. GONG. CONT. FTC.- 11 ' - O DATE: 11/08/23 16 OF 22 n , 0- I I II #5 BENT P. GONG. FOUND. WALL II° . �I .` _ _ (MIN. 4,000 PSI) O I I I REBAR (TYP) (MIN. 4,000 PSI) I a 1I . ° i Ik < - c I O- P. GONG CONT. FT6. O cV I I I I I I e ml I (MIN. 4,000 i 51i-- - II - to- -(3) #5 HOR. CONT. REBAR I I P. GONG. CONT. FTC. ° I� I I I (MIN. 4,000 PSI) I - - - °II -(3) #5 HOR. CONT. REBAR 114 (5) #5 HOR. CONT. REBAR _ I a I I _ PROV. GLEAN �d a e�• - �.:'� -':� �•,i. �; , COMPACT FILL - - I I "PROV. GLEAN -� - COMPACT FILL- - �• • *,, ., ' ;°• . '��� I I PROV. GLEAN -COMPACT FILL C, i• il.. E e:.> 'T' GONNEGTION 4.•iy`g�F ..�ice,'•,;.'� ,� REE3AR OVERLAP DETAIL O FOUND. NALL DETAIL (OARAOES) I I FOUND. MALL DATA I L (BREEZENAY CRANL5FACE FOUND. WALL DETAIL (DNELL I NO CRANLSFACE) A-401.00 SCALE: 5/4" = 1'-O" A-401.00 5GALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = I'-0" HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS PROVIDE STEPPED FOUNDATION WALLS 6-0" OR GREATER IN HEIGHT WITH PROVIDE STEPPED FOUNDATION WALLS 6-0" OR GREATER IN HEIGHT WITH Q ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: 0 NEW #4 CONT. HOR. REBAR b'-8": #4 REBAR 0 BOTTOM, MIDDLE, b TOP OF WALL (3 TOTAL) NEW #4 CONT. HOR. REBAR 6'-5": #4 REBAR ® BOTTOM, MIDDLE, d TOP OF WALL (5 TOTAL) LLj ® TOP b BOTTOM OF >8': #4 REBAR 0 BOTTOM, MIDDLE THIRDS, Q TOP OF WALL (4 TOTAL) 0 TOP d BOTTOM OF W; #4 REBAR ® BOTTOM, MIDDLE THIRDS, Q TOP OF WALL (4 TOTAL) ,W_{ co FOUND WALL (2 TOTAL) NEW P. GONG. FOUND. ("7 FOUND WALL (2 TOTAL) NEW P. GONG. FOUND. Q +_� N WALL(MIN. 4,000 P5I) WALL (MIN. 4,000 PSI) "E Lf) NEW ADJOINING NEW #4 VERT. NEW ADJOINING NEW #4 VERT. O b7 FOUND. WALL REBAR ® 48" O.G. FOUND. WALL REBAR ® 48" O.G. >: � . d ♦ �-+ NEW #5 HOR. REBAR ° d ° . e < e n e ° d e NEW #5 HOR. REBAR d' ° • ° s ° ° e° °d O N z O SPACED VERTICALLY ° n e . e ,� m e a _ . a '. . . ♦n SPACED VERTICALLY ♦ ° e . ♦' a d ° d _ _=_--_____ —s ---- '— ------ — ------- --- cam- ---- --- — _v__ •. a. • d n e a ,/� 1:2 O.G.;DRILL ff ° d - - 12" O G DRILL d -e ---------s----- "f6 r- II d' e a d ° • a EPDXY PIN 4"IINTO d e II , d. �, •. . .'.° -e --d° - --- GRA E �-1 �I e cc EPDXY PIN 4" INTO lI♦ e `ll wed II GRADE `° II L ` G x N ADJOINING FOUND. II d° ° . • ' .. .d ♦e ' ° d II .• ° ° II ° ° e e ° a II . ° da e D II' II e .II ° ADJOINING FOUND. a a n II+ Q �..i WALL USING QUIKRETE C- -e---= tl ° ° ° n °e d° 'll ♦° e : 'II., '. WALL USING OUIKRETE ° -_ a II tlm d a ♦ d• ° e e II ° (4 HIGH-STRENGTH - d° II a . • °e ♦ II •' .ae e e♦ °' )I HIGH-STRENGTH =_ =--_� 114 e" a d 8 II I . , .� m r- CNI ANCHORING EPDXY II ll n a l e. 114 • all d: ° I{ a-J -J Ln (OR EQUAL) e•♦'II" °°.e ° •d° ° I) + ° ° • ed ° d n <• II ° e e (OR EQUAL) °e 1I e d d. e ! " `` O ° d ° e' e ° ° ° ANCHORING EPDXY '° n ° a e e N cc I I a a s e ♦ d ° a. ♦ J l ° d ♦ e I I e e ° ♦e I I e ° ° ♦d I1. .. I I t Q ♦ .° ♦ d A. A. ° d e e Ilse <e .:e °_ _ ° :dl e� •. '.a .. II 'a a °' 11 °' a •. e e eQ d II v • ° ° e d e d e.. e e I G `' °. °<. ° I d " ° d X _ —'°.° {I °a ."d ♦ ° ° "II ° e ,d ° °n U I( °°° ' d d a ° a• _° e 1 a ♦4' A e °° Il.i .e°. • ° — —___. II a e d° ae ° < ll ° °. ° °d,' e_ it qu ° • a d ell .a ° .�l e' d • e _ .an .a, II � II ° n , ° a ° ♦ d. ll ° < ° ° d'. ll ' '" dII d e tt ll lla Ile W MIN. . II" ♦ " ,' a4 _ ° ♦ ° d , 4 e ° u=_-_-----_��-�L_--°__�_ O II ° ° e II °' ♦ ii e d • - MIN. ♦11 e ° ♦ 'e. ' II •--_--Q--_ 11 ♦ ��- a-_--- _I 11. I I e. °lI ° ° ° Ilr a —�— lI --- —__— °d— m . ° d de _--•�4___ — d a ° _ It e . d ° II c-- II d -�I----------.- I ° d e C- ----� II♦ a♦' ° III u Il" _ d_ a I a e e d '. a IIl a n • 11 "°' e . " e♦ °.°. ° a :.♦ d . .a d °dI a e ..• a .° e.. ° II d° ♦ a = ° ° e ql d ♦ tl °° ° °° ° II' a 11 ° °.a °A 11 e 4 ° °Il .. lI ♦ a ♦ ° a II a d, a °.. 'A ° t-----a�t —� a--ii"— C a —.... 'i—___ e ° ---- a II° a °. °° e' G ° '♦_ ° II ll ^I - —:,' C .==—�sI--`=_— --ail'Ja._l-e—____—_ e ° ° d e ° Illl r — ---___�--- — __ a —. __--.� _..° tl e a tl ° [------_J__l}-_ _� °c e_° eTt- _ —_ -- u-- --_—°— _ dII° _ �. a ♦d e .8 ° l( ., .♦ ° `a .d• .e41 a - ° °d ° e ♦ e 11 II n Ile ° .e . • Jll( .. . ° n 3 a r 1 II n It° c_111L-e=���__- _ ° it♦ ' ] ♦d .° °° '.II ell :° II • \�/ • NEh #5 HOR. REBAR =_ =e=== 'II e a c===- -#I=== -�111 -------- = de # __ ___`-_< JI - ell c e V.I.F. NUMBER OF STEPS REQUIRED NEW 5 HOR. REBAR II ° °elt II ° n , II n e (3 TOTAL) - DRILL d 11 e • < a m n_ ° II°e. 1L •-_�---n-- 11- W (3 TOTAL) - DRILL d d' a ° ° 11I1 ° °`d 11 a all d° d°tea=FF - ---------"-4 NEW #4 BENT VERT. REBAR EPDXY PIN b" INTO d ll d _ II ° E PIN 6" INTO [___=p -__ -I ='y--? • IF-----� " ° ADJOINING FT6. II ° " 11° ll __ _ tl = PROVIDE 3" MIN.) GONG. COVER PDXY II d ° -- e y ° m d e E--�-�----=_li}J--� ( ADJOINING FTC. a II d II ♦ de. .I I.I ® 24 O.G. HOOKED W U51NO 0UIKRETE o: .Il `_____ _ _=� II -°. -- OF ALL REBAR WITHIN P. GONG. it ° ° BENEATH HORIZ. REBAR ■ d ,r ° 'e USING OUIKRETE a '01 "{I HIGH-STRENGTH III . 8 . . ♦ II II FOUND. WALLS B P. GONG. FTG'S. HIGH-STRENGTH ° II II " ♦ • u I I ° • NEW 24" WIDE x 12" DEEP. ANCHORING EPDXY e= a-===n I�11 . {I ° ° ° ANCHORING EPDXY e= _____ 4 II♦ d; ♦ 11 °II. e (OR EQUAL) Illl ° e° G--'-w----=--== 1-- ° (OR EQUAL) e e jj . H ° d ° •���° u-------- . .d II. a tI. °_ _ O P. GONG. STEPPED FTC. -,� --- -- NEW #4 BENT VERT. REBAR 0 Ib O.G. -(r--a-r—a---== ==yr==== Illl 11 e U . ----�f==-a --� e° 4 . ° HOOKED BENEATH HORIZ. REBAR d a II °Il. 41 (MIN. 4,000 PSI) 6 °111 I I11 °� e � � I I I I ♦ .. I I ° NEW #5 HOR. REBAR NEW Ib WIDE x 8 DEEP. P. GONG. a II ♦ II. STEPPED FTC. (MIN. 4,000 PSI)-➢�'� ° ♦ 'll ♦ 11 ��=� e-��-° ll _ V.I.F. NUMBER OF STEPS REQUIRED (3 TOTAL) m q" 3" MIN. NEW #5 HOR. REBAR (3 TOTAL) C__ _ d- � ,°° _--_ a— °° • d PROVIDE 3" (MIN.) GONG. COVER V J NEW ADJOINING MIN. ° ° 2'-8" 2'-8" NEW ADJOINING �i" ♦ e FOUND• WALLLS 3 P.CONG. FTG5. W NC. A016 FT6. us FTC. MIN. I 3" MIN. Q -O 4•'-0" ST FFED FOUNDATION DETAIL (I6 "x8" DEEi� FTO.) STEFi�ED FOUNDATION D " " A-4o2.0o 14' �T�I L (24 x l 2 D��fi� 'PTO.) SCALE: 5/4" = 1'-O" A-402.00 5GALE: 5/4" = I'-O" SELF-RE&ULATIN6 FREEZE PROTECTION HEAT TRACERS OF COMMERCIAL GRADE EXIST./NEW NEW BY"CHROMALOX"OR EQUAL.PROVIDE 6 SEND REBAR SUBFLOOR INSULATION AS yyn=T A5 PER MANUF.SPECS.TRADERS TO TO SLAB PER PLANS HAVE A DEDICATED CIRCUIT.(INSTALL AS EXIST./NEW PER MANU.SPEC.'S) FLOOR JOIST TYP.UNDERSIDE ASSEMBLY, NOTE: I. 4'Ames HA IE,,( E SOFFIT BEADED PORCH PANEL'BY ALL P. GONC:. SHALL 4" P.CONC. SLAB w/ "JAMEB HARDIE"(OR EQUAL)-JOIN d FASTEN PANELS BE 4,000 P'S1 (MIND � '---_ - b"xb"-10/10 W.W.M.UPON AS PER MANU. `—�— -- COMPACTED FILL 2. SET ON 2"x4"• I6"O.G.P.T.FRAME SPIKED TO JOISTS ° �\j\\ 5. w/(2)LAYERS OF P R-5 RI61D FOAM INSUL.- Z (I) #4 REBAR I \ \ "FOAMULAR"BY OWENS CORNING(OR EQUAL)AS SHOWN N CONT. aD TOP l l° j\\j\\j\ 4. FASTEN AB PER MARJ BPEG.'s W 5. INSTALL ALL AS PER MANU.BPEG.'S SPIKE FRAME TO JOISTS #5 REBAR ® 36" O.G. CLOSED CELL PIPE O 2.T.F•ME O.G. U / INSULATION BY P.T.FRAME "ARMAFLEX' OR EQUAL COMPACTED CONTRACTOR TO PROTECT (INSTALL AS PER MANU. DOMESTIC,HOT FILL ALL PIPING FROM FREEZING SPEC•'s) 8 COLD PATE6 5" THK. P. (�J i / // DURING CONSTRUCTION CONC•. WALL #5 BENT REBAR Li l ® 36" O.G. I ILL a z (I) #4 F:EBAR CONT. ® BOTTOM O 11 l I° ' � //\//\ ' 16" WIDE x b" DEEP Ij lul PROJECT: m P. GONG. FT6. (3) #5 HOR. Ib a REBAR ��, � J I M EN EZ RESIDENCE SIMPSON H2.5A RAFTER TIE (OR EQUAL) 5/4"xb" P.T. DECK 23900 MAIN ROAD EX7ER I OR MASONRY' DECK DETAIL I� 1 NSULAT�D FIFE CHASE DATA I L SIMPSON IE (O RAFTER BOARDS TIE (OR EQUAL) _ _ ,_ CUTCHOGUE, NY 11935 A-402.00 5GALE: 5/4" = 1'-O" A-4o2.00 5GALE: 5/4 - I O BOARDS - �� _ �_ �� 5/4'xb" P.T. DECK I___ I­- I \.1 _ _- •I (2) 1/2"0 HOT DIPPED GALV• DRAWING TITLE: 5/4"xb" P.T. 7 BOLTS a EA.P.T. D.J. AS - ___ ,--WASHERS $ END S UT PREBORED D DESIGN DETAILS DECK 80ARD5 P.T. DECK JOISTS AS I I PER PLAN tV Z INTO BEAM, POST, DECK TIE b NOTED ON PLANS (2) 1/2"m HOT DIPPED GALV. M RIM BOARD ASSEMBELY BOLTS ® EA. POST w/ OVERSIZED P.T. BEAM AS NOTED 5/4" x REO'D P.T. D.J. A5 =_= i—WASHERS 6 END NUT PREBORED _ z --- HEI6HT P.T. RISER PER PLAN tV Z INTO BEAM, POST, DECK TIE > --- SOLID BLOCK ® 12" O.G. EXTERIOR SHEATHING AS RIM BOARD ASSEMBELY (2) SIMPSON DJTI4Z (I) I/2' H.D. GALV. THRU ° PER SECTION NOTES / __ DECK J015T TIE ® BOLT w/OVERSIZED WASHER 5/4"xb" P.T. - — — — — — — — _ P.T. BEAM AS NOTED EA. POST 4 END NUT PREBORED INTO DECK BOARDS SIDING MATERIAL AS z --- POST 8 DECK J015T TIE 2"x BLOCKING ® EA. PER SECTION NOTES N� --- SOLID BLOCK ® 12" O.G. PAGE: 5TRINGER TO MATCH 51ZE BUILDING PAPER Q HOUSE WRAP (2) SIMP50N DJTI4Z (1) 1/2"(P H.D. GALV. THRU OF P.T. DECK JOISTS TO FULLY OVERLAP FLA5HIN6 DECK JOIST TIE ® BOLT w/OVERSIZED WASHER SIMPSON GALV. ABA66Z EA. POST E END NUT PREBORED INTO b"xb" P.T. POST POST BASE (OR EQUAL) ® ■ FASTEN STRINGER TO POST d DECK JOIST TIE - OO BLOGKING (MIN. 6 ', "SIMPSON" ABA66Z Z' FLASHING 5/4"xb" P.T. DEGKIN6 ® COLUMN BASE GRADE I„ FASTENERS) NOSINS OAF FOR (U.O.N. ON PLAN/ ry b"xb" P.T. POST I2"0 "50NOTUBE" FILLED a (TYPJ DRAINAGE SECTION/DETAILS) SOLID w/ P. GONG IUP� DATE: 11 08 23 4" THK. x 8" WIDE x WIDTH 2'X12" P.T. STRINGERS ® I6" ll ' GRADE (MIN. 4,000 PSI) �I�jl 17 OF 22 O.G. (MIN. 5 STRINGERS ® - - n , OF STAIR P. CONC. P,AD I EA. STAIRWAY) Ib"(P 'SONOTUSE' FILLED r lI I I' (2) #5 BENT REBAR II 1, • SOLID w/P. GONG. I J{ l I' ' (CENTER BETWEEN SQUARE FOOT SF-2& -_ -- (MIN. 4,000 FBI) 1C•. . ',Jl PARALLEL REBAR IN FTC) CONCRETE FOOTING z 2"x6" P.T. BLOCK IN BETWEEN - EA. STRINGER. FASTENED TO d �( N- I `�L' P. CONC. PAD w/ la/64" x m Q ALL DEGKIN6 SHALL BE FASTENED I e ° FORM FILLED SOLID II •: (3) #5 HOR. REBAR l w/ P. GONG. (MIN. ✓ �r, t a 4,000 PSI); INSTALL w/ COATED DEGKIN6 SCREWS BY METAL DTT DECK TENSION z UPON (2) #5 HOR REBAR I + 3-I/2" CONCRETE SCREWS BY >- DECK MATE" (OR EQUAL) JOISTS A5 PER PLAN FASTENED w/(2) PLASHING TIE BY 'SIMPSON' (OR I (5 TOTAL) COORDINATE PER MANU. SPECS. >` '=d• *� �'I "CALIBURN" (OR EQUAL) - MIN. 5/5" 0 x 5" LONG HEAVY DUTY GAL. EQUAL) I w/PLACEMENT OF BENT I (5) SCREWS PER BLOCK O MIN. LAG 5OLT5 ® I6" O.G. INTO MUD SILL d lI' II �i REBAR I,II ° {?' �• + g XRIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER FLASHING P.T. DECK JOIST GRADE GRADE w/(2) 5/8"0 x 5" LONG APPROVED MASONRY ANCHORS ® I6" O.G. A5 PER PLAN a;• (2) #5 VERT. REBAR FOUNDATION WALL —1 EX7ER I Off' HOOD STAIR DETAIL 18 LEDOER CONNECT 1 ON DF—TA I L EXTERIOR V400D DECK DETAIL EXTERIOR MOOD DEC,< DETA I L A-402.00 A-'402.00 5GALE: I - I O A-402.00 SCALE: 3/4" = I'-O" A-4o2.00 SCALE: 3/4" = I'-O" 5GALE: 3/4" = I'-O" �� - � �� CL _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (L.6. NEW FOUNDATION WALL J C 5TL. WHEN APPLICABLE) ) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURALLo WOOD FRAME (L.6. STL. POST FOR 4" WALLS m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. 0 NEW 2-HR FIRE RATED +-+ WOOD FRAME (L.5. 5TL. LO O N Z C WHEN APPLICABLE) a - Lo X � (V STRUCTURAL PLAN NOTES O 0 m Z ILO SPLICED 5TRUGTURAL MEMBER: I� WATERPROOF DECK CONSTRUCTION: 83'-O" J N 0 cu Ln O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS . J"xb" COMPOSITE DECK BOARDS UPON ACROSS BEARING POINT, PROVIDE SPLICES DIRECTLY . 2"x4" P.T. RIPPED SLEEPERS UPON 25-O 8-O Q 50'-O" ABOVE INDICATED P05T5/COLUMN5. . TPO ROOF MEMBRANE, INSTALLED AS PER ® STACKED POST/COLUMN: MANUFACTURER DETAILS UPON LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN • TAPERED RIGID FOAM INSULATION w/PERIMETER OF ON FLOOR ABOVE. INSULATION WRAPPED IN VAPOR BARRIER, SELECT 14 STACKED POST/COLUMN: THICKNESS AS REQ.'D TO PROVIDE 4:12 PITCH, UPON 2B LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON • J" THK. DENSDECK INSTALLED AS PER MANUFACTURER SPECIFICATIONS UPON FLOOR BELOW. 6B • DECK JOISTS AS NOTED ON PLANS (® SPANS OVER 5' -� LOAD BEARING WALL (ABOVE): INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) _ 3 A5 INDICATED BY DASHED OUTLINE. • PROVIDE R-50 BATT INSULATION BETWEEN D.J. 6 ftZ 2"xl0" P.T. 2) 2xl0" (2 0" P.T.ALICN STUDS OF BEARING WALLS TO LAND DIRECTLY PROVIDE 2" THK. SPRAY FDAM INSULATION ® OPPED - _PROPPED BMA - DROPPED BM. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. PERIMETER RIM JOISTS INTERIOR LOAD BEARING WALL: • PROVIDE 6ALV. DRIP STOP EDGES AT ENDS OF DECK I I r , 3B AS INDICATED BY HATCHING. V ALIGN 5TUDS OF BEARING WALLS TO LAND DIRECTLY UPON TOP OF FOUND. WALL MAY BE 5TEPPED DOWN A5 ? /� W F.J. OR BEAM (WHEN APPLICABLE) BELOW. 18 REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE ~ Ca V F HOLDOWN (15T TO 2ND FLOOR): (VERIFY DIM. IN FIELD) 4 HOLDOWN 'A' AS PER PACE 6-005 TYPICAL CLOSED FOUNDATION d)0 HOEDOWN (FOUNDATION TO IST FLOOR): Iq ® PORCHES / PATIOS: N w � ® _ 4D I. SEE DETAIL 15-A/402 m HOLDOWN 'D' AS PER PAGE 5-003 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY I 8'-4" I 8'-4" 8'-4" 8'-4" I'-O' U STRUCTURAL PERMAGAST COLUMN (8,000 LBS): FROM BUILDING 5A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER P - - _5,000 LBS LOAD BEEARIN6 CAPACITY. BEAM FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, - - - - _ - - _ - - - - 12 PLACEMENT SHALL ENSURE CONCENTP:IG LOADING OF BED ALL FLASHING IN ASPHALTIC MASTIC _ COLUMN, A5 PER MANUFACTURER 5PEVFIGATION5. 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL - „ - • i . . . , .• , • • e , ' •• P, f' BE DOWELED w/ #5 ® 5" O.G. VERTICAL TO EA. OTHER PERMAGAST COLUMN FOOTING (C•ONT. FTC.) `t v V J 5B $ TO MAIN FOUND. ! - - - - - - - - - - - - - - _ - - - - - - - _ - - - - - - - - - - - - -(2) 2"xl0 RIM JOIST PERMAGAST COLUMN UPON EXTENDED' FOUND. WALL d FT6. cV r)1 PROVIDE ADDITIONAL (2) #5 VERT REiBAR IN GONG. FOUND. 10 IS ABOVE OPENING cIV j J WALL BENEATH COL. d INCREASE HOA:IZONTAL REBAR IN POST 8 COLUMN DESIGNATIONS: GONG. FTC. BY AN ADDITIONAL (1) #5 REBAR. P05T5 d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 0 V _ x Q I 4D SEE ALSO DETAIL 8/A-401. AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY �y R O iv SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED - Q _ `fl FOUND 8 P05TS FOR WD. DECK: ? � ! m 0 2"xlo" F.J. FRAMING REQUIREMENTY OTHER S DOCUMENT NOTES 8 STANDARD IL V IL . < Q IL v � 6A -1 Aim 6"xb" P.T. POST UPON I8"� P. GONG. PIER, _ O gA _ o -i Q ® � ILO Q ® 16" O.G. A5 PER DETAIL Iq/A-4o2. O ILmx O Q FOUND $ POSTS FOR WD. DECK: A2 (2) 2"x4 POST BZ (2) 2"xb" POST M---� Q}---❑ o =N cv ® iy ® 0 -1 GRAWL5PAGE 0 J mx ® -I X m I,845 S.F. bB b"xb" P.T. P05T UPON 12"0 P. GONG. PIER UPON ! ;y X w C SQUARE FOOT SF-28 CONCRETE PAD FOOTING, A3 (3) 2"x4" POST Bg (5) 2"x6" POST - cn iv 16 AS PER DETAIL 20/A-402. „ I I i ,� 3/2 6 B�2" 6 3y2" b 3y2 6 31/2" PAD FOOTING A4 (4) 2"x4" POST B4 (4) 2"xb POST 7A "fA 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 3-A/401. O Q 3A A5 (5) 2 x4 POST B5 (5) 2"xb" POST AREA OF PRO 05ED AOJARIUM ABOVE PAD FOOTING 14 - �B 30"x3o"xl8" DEEP P. GONG. PAD FOOTING AS BREEZEWAY _ - - - - - (3J I.'i5"xll.8l5" TB �B (3) I.'i5"x11.8'I5" �G �G (3) I."15"x11.8"i5° m HU21SIMPo 3NHNGR. PER DETAIL 4-A/401. 3-1/2" O.D. SCH 40 5-I/2" O.D. SGH 40 GRAWLSPAGE-HEIGHT _ - T.J. 2.OE p FOUNDATION WALL TO _ _ _ _ _ T.J. 2.OE G M GROLLAM + �•� �- �j� MIGROLLAM TB G 5TL. COL. (ASTM p 5TL. GOY (ASTM CONTINUE UNTIL THIS POINT G PAD FOOTING AI23) BY SIMS A123) BY SIMS 4D 11 4D _ ! L_VL DRP. BM. LVL DRP. BM. -VL DRP. BM.� qB MIGROLLAM S6"x3b"xIW DEEP P. GONG. PAD FOO'1-IN6 AS PER STEEL (OR EQ.) STEEL (OR EQ.) - - - - - - - - - - - - - - - �i 12 DETAIL 5-A/401. GONTINUDUSFOOTING �- - - - - - - - - - - - - - - - -1 - � = IT - L - _ - - - -I I6"x8" DEEP P. GONG CONTINUOUS FTE3. AS PER DETAILS POURED CONCRETE AND STEEL REINFORCEMENT NOTES: NEW 4"x4" 6 6"xb" \ ji> o i- POSTS TO BEAMS 16 o (�` Q J / 7G Q L J SIMPSON 10/A-401 (AT GARAGES), II/A-402 (AT'BREEZEWAY I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I ( 0 I W Q ( I I�i1 J> I ( ( I IY .910 - lU -I J > i tV HHU5210-3 HN6R.B ED OTH -1 Q - A OVE;EMB B � - ° oo WwGRAWLSPAGE), 3 15/A-40Z (AT MASo'NRY DECK). FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND m 1 z U F 0 Oo I>a - 3AQ 7 (DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. - POSTS S SAME FOOTING I IZ / c z < U t 11 N m 7A Ib - p CONTINUOUS FOOTING I6 w/ SIMPSON A$A44 d _ J �_to O N O 0 Q 24"xl2' DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION I ABAbb POST BASES - - A O O I a O z a v N z ~1 Uj lu z��LLII t1 L 12/A-401 (AT MAIN DWELLING GRAWLSPAGE). SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR i0 ;fl � ' 0 ® IY b o o ® - O u 0 O Q m-7 lu 0 � - L-° - - _ o �m X Q I � � = lu Q I oa - N I 1 I I Q I m G - - � ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER N ® < w m -j w ri 3 O 3 z O NEW UN-REINFORCED P. GONG. SLAB ENCOUNTERED. 3'-II" (2 2"xl0" F.J. BELOW qA O iv IL m m X - m O - -j O IL,Q x - 9A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 7A GARAGE WALL IZ �Q O ? ® O w ® ~ O p ® L J 2. 6 MIL POLY VAPOR BARRIER UPON 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. h 16 O O 3. 4" (MIN.) GRAVEL BASE 18 iv m O O w ff x J N N p - b y ®'I 16"'O.G. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I BREEZEWAY I x x ( ( x u in I I I I I N Q x NEW REINFORCED P. GONG. SLAB. 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. GRAWLSPAGE I iv -I >-j m N m in i SIMPSON qB I. NEW 4" THK. P. GONG. SLAB w/ b"x6 -10/10 W.W.M. UPON ( m m n-� m U210-3 G 2. b MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/G 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL L - - - y- _ _ _ _15 Q HNOR. 3A 15 Z ui CONDENSER SLAB) UPON ASTMA615 GRADE 60. HAM FOR SLABS DO NOT NEED To BE 16 L - - - - I- 7 3. 4" (MIN.) GRAVEL BASE COATED. TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 16 - - - - - J - O (3) I.iS"xg.5" T.J. (3) i.15"xg.5" T.J. U IO • SILL SEALP.T. SILL PLATES w/COPPER TERMITE SHIELD SHALL BE STAGGERED. ' BREEZEWAY 2.OE MIGROLLAM -� 2.OE MIGROLLAM • ANCHOR BOLTS A5 PER PAGE &-003 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN GRAWLSPAGE- 4D LVL DROPPED BM. LVL DROPPED BM. qB HEIGHT FOUND. • P. GONG. FOUND. WALL AS PER DE--AILS 10/A-401 (AT PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, WALL TO CONTINUE 16 MASONRY PATIO -I_4 7-4" O GARAGES), II/A-401 (AT BREEZEWAY GRAWLSPAGE), 6 COVERAGES, AND PLUMBNE55. I UNTIL THIS POINT ABOVE I in 12/A-401 (AT MAIN DWELLING GRAWLSPAGE) UPON • P. GONG. FOOTING AS PER DETAILS (LISTED ABOVE) 5. CEMENT SHALL CONFORM To ASTM G-33 FOR STANDARD WEIGHT , 0 Ig H • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE. �' O 2"xl0" F.J. 0 ORADE MIN. • 1//2" EXPANSION JOINTBE®OPERIMETER OF SLAB (WHEN GONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE 16 IO --I _O 4D ® 16 oG 4D APPLICABLE) 5B 55 55 Iq 55 PROJECT: • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /5TOOFS I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF qA (WHEN APPLICABLE) CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE - - - - - - - - - L- - - - - - - - - - - 7 • MASON TO ACCOUNT FOR FINISH 5-ONE ON THIN SET FOR HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. ° bB J I M E N EL HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) ' AGGESS HATCH FRAMING: 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. p NEW GARAGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r r 10 10 RESIDENCE II I. MIN. 350 # CAPACITY AGGESS HATGH/PULL-DOWN STAIRS 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL SLAB ON GRADE 8'-O" 2g'-6" - - - - 2.DBL. FRAMING WHEN NEW OPENING CONFORM TO AGI 306. 4D , 3.INSTALL AS PER MANU. SPEC.'s 4. IN No CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / - - - - - - - TYPICAL LEDGER BOARD: SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO �Rs IZ 1. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR TEMPERATURES WITHIN 10° F OF CONCRETE. C� I6 10 I6 a 23900 MAIN ROAD EXTERIOR INSTALLATIONS) 2. SECURED w/(2) 5/6" (P x 5" LONG H.D. GAL. LAO S. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. IO I a CUTCHOGUE, NY 11935 BOLTS ® 16" O.G. REMOVE A5 REQ'D. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE EQUAL) PERMITTED WHEN NECESSARY. .: ( I DRAWING TITLE: 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING TUCKED UNDERNEATH SIDING $ BENT OVER TOP EDGE 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER PROPOSED STRUCTURAL PLAN OF LEDGER BD. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 5. SEE DETAIL IS/A-4o2 (EXTERIOR INSTALLATION). ,. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. OHEADER FRAMING AT DOUBLE HEIGHT WALLS: 13 I. PROVIDE (3) 2"xIO" HEADERS AT FIRST FLOOR g. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE IO 0 OPENINGS OF DOUBLE-HEIGHT WALLS. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 2. EXTEND HEADERS BETWEEN (5) 2"xb" SINGLE-HEIGHT (ASTM G4g4/C4g4M, TYPES G AND E).KINO � DOUBLE-DE16HT KN6 STUDS, ASpSFOWLN AM P5L 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL V 18 O 3. PROVIDE (2) 2"xb" JACK STUDS AT EA. END OF HDR. AREAS EXCEED ONE SQUARE INCH. qB GARAGE gB ry PAGE: 4. FASTEN HEADERS TO KING STUDS 11/(1) SIMP50N II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED °. SLAB ON GRADE A54 ANGLE CONNECTOR AT EA. END (INSTEAD OF To REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS NAILS END-NAILED) REACHED A COMPRESSIVE STRENGTH OF bOO PSI. S-1.0 In 00 5. FASTEN KING STUDS To TOP PLATE: w/ (2) SIMPSON A34 ANGLE CONNECTORS AND TO BASE PLATE w/ 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. (2) SIMPSON A34 ANGLE CONNECTORS. FOR WOOD STAIRS ® GRADE: TYPICAL DOOR/WINDOW HEADER NOTE: DATE: ll 14 4" THK. P. GONG PAD 5" WIDE x REQ'D LENGTH UPON PROVIDE (2) 2"xIO" HDR AT ALL DOORS 8 WINDOWS, U.O.N. �08/23 18 OF 22 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® SEE PAGE 0-003 FOR NAILING/5TRAPPING/FRAMING 18 IS MAX. I6" O.G.,U.O.N. (MIN. 5 STRINGERS) REQUIREMENTS BY OPENING WIDTH. 15 BEAM POCKET: 501L BEARING CAPACITY NOTE: - - - - - - - - - - _ I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL - - - - - - - - - WIDTH OF BEAM, FOR A LENGTH OF � THE WALL BARIN&RCAPACIAL TY OF I.O TON/S F ASSUMES A SOIL •' ;. �• - - - - - - - - 10 - - - - - - - - -- 2. 'w THICKNESS (3.5 MINIMUM). PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF - - - -�- - - - - - - - - - - - - - - - - - - •• • ,` ��� �• - BEAM TO PROMOTE AIR CIRCULATION try ^ _,.' `•, 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND CONCRETE INTERFACES 4. BEAM SHALL REST ON GALV. STEEL SHIMS;GROUT IN 4D PLACE ONCE BEAM PLACED. STEPPED FOOTING Ib F76. TO STEP AS NEEDED TO ALIGN WITH ADJOINING FOOTIN05, AS PER DETAILS 13/A-402 # 14/A-402. P` rE 25'-O" 5I'-b" 25'-O' MAINTAIN MIN. 3'-0" BELOW GRADE TO BOTTOM OF FTC. "'"�;• � ;- �,�� SCALE: 1/4" = 1'-O" EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT i ii i WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) uwj NEW WOOD FRAME (L.5. NEW FOUNDATION WALL J cu STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL tea,• c LO ii ii i WOOD FRAME (L.G. S�"L. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. C09 WOOD FRAME (L.O. STL. O N z Q WHEN APPLICABLE) CL •(u W c X :3 N STRUOTURAL PLAN NOTES O O O 4 00 SPLICED STRUCTURAL MEMBER: 17 WATERPROOF DECK CONSTRUCTION: � O , N * � O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS O . J"xb" COMPOSITE DECK BOARDS UPON O � ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY • 2"x4" P.T. RIPPED SLEEPERS UPON Q O 0- 2 6 ABOVE INDICATED POSTS/COLUMNS. • TPO ROOF MEMBRANE, INSTALLED AS PER ® STACKED P05T/COLUMN: MANUFACTURER DETAILS UPON LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN • TAPERED RIGID FOAM INSULATION w/PERIMETER OF ON FLOOR ABOVE. INSULATION WRAPPED IN VAPOR BARRIER, SELECT SCREEN PORCH OPENINGS; ^ , STACKED POST/COLUMN: THICKNESS AS REQ.V TO PROVIDE 4:12 PITCH,UPON 6"xb" P.T. POSTS BETWE b"Xb" P.T. POSTS BETWEEN EN (WI ) 2B • J" THK. DENSDEGK INSTALLED A5 PER MANUFACTURER SCREEN PORCH OPENINGS; LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON SPECIFICATIONS UPON POSTS SHALL BE POSTS SHALL BE FLOOR BELOW. CONTINUOUS TO FOOTINOS CONTINUOUS TO FOOTIN65 • DECK JOISTS AS NOTED ON PLANS (® SPANS OVER b' BELOW (WHERE PRESENT) BELOW (WHERE PRESENT) 3� LOAD BEARING WALL (ABOVE): INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) 3 2"x9>" HDR x AS INDICATED BY DASHED OUTLINE. • PROVIDE R-50 BATT INSULATION BETWEEN D.J. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY . PROVIDE 2" THK. SPRAY FOAM INSULATION UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. PERIMETER RIM JOISTS INTERIOR LOAD BEARING WALL: • PROVIDE 6ALV. DRIP STOP EDSE5 AT ENDS OF DECK 1 1 r 1 38 AS INDICATED BY HATCHING. V ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 5GREEN PORCH HEADERS: Ib REQ.V TO ACCOMMODATE 6ARAOE DOOR CLOSURE Q WRAP IN Ix AZEK C �I W F.J. OR BEAM (WHEN APPLICABLE) BELOW. O I QI UTILIZE P.T. LUMBER x � m W HOEDOWN (15T TO 2ND FLOOR): (VERIFY DIM. IN FIELD) X iq 4 HOLDOWN 'A' AS PER PAGE G-005 TYPICAL CLOSED FOUNDATION N SCREENED l HOLDOWN (FOUNDATION TO 15T FLOOR): la ® PORCHES / PATIOS: I PORCH iv IN --�- 4D HOEDOWN 'D' AS PER PAGE G-003 I. SEE DETAIL I5-A/402 tt1 (UNCONDITIONED) m 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:46 AWAY I 1141 S.F. II O 'STRUCTURAL PERMAGAST GOLUMIV (&,000 LBS): FROM BUILDING U STRUCTURAL SQUARE PE G w/RMAAST COLUMN MIN. 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 4 I 14 6,000 LB5 LOAD BEARING CAPACITY. BEAM FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 4D 4D PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF BED ALL FLASHING IN ASPHALTIC MASTIC (5) 1.75"xa.5" T.J. 2.0E MICROLLAM LVL HDR COLUMN, AS PER MANUFACTURER 5PEC'IFICATIONS. 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL x BE DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER '` n PERMAGAST COLUMN FOOTING (CONT. FT0.) --- V J 5B d TO MAIN FOUND. (3) 1.75"xa.5" T.J. 2.OE (3) 2"xl0" HDR PERMAGAST COLUMN UPON EXTENDED FOUND. WALL E FT6. MICROLLAM LVL HDR BATHROOM 2 PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. I 60 S.F. ALL BENEATH COL. B INCREASE HORIZONTAL REBAR IN POST 4 COLUMN DE5IGNATION5: I W GONG. FT6. BY AN ADDITIONAL (1) #5 REBAR. P05T5 E COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED V SEE ALSO DETAIL b/A-401. AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY I p vJN O SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED .p IV 0 O FOUND 4 POSTS FOR ND. DECK: t-Q z z - 6� b"x6" P.T. POST UPON Ib"m P. GONG. PIER, BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD ® m� K238 5FN fQ FRAMING REQUIREMENTS. N z z 1 4 m. AS PER DETAIL la/A-402. � -� rim 0 v O v FOUND $ P0575 FOR NO. DECK: A2 (2) 2"x4" POST B2 (2) 2"xb" P057 ~� N GREAT ROOM - p LIVING ROOM � z_j � a p -� 264 S.F. O6B b"xb" P.T. POST UPON 12"(P F. GONG. PIER UPON 2"xb" F.J. ® I6" O.C. o o m R 0 0 ^D ZU "SQUARE FOOT" SF-26 CONCRETE PAD FOOTING, w/ LU526 HNGR. 6 a _ N® _ ® aJ A5 PER DETAIL 20/A-402. q3 (3) 2"x4" P057 gg (3) 2 xb" POST (STAIR LANDING) O 0 0 O m 0 ~ - = F.J. " 61, O.C.0 ~ O H �'IY 10 f? F.J. ® I6" . 2"x6" G.J. ® I6" O.G. O N z = N z ; � -' !L CREATING b'-0" G.H. (BELOW F.J.) O f�T I,= 3A PAD FOOTING A4 (4) 2"x4" POST B4 (4) 2"xb" POST O O7A 24"x24"x12' DEEP P. GONG. PAD FOO'"INO AS PER (2) 2"xl0' UPSET BM. ! x � r ; (FLUSH w/TOP OF _ _ _- _ _ DETAIL 5-A/401. II-7/b" TJI 110 F.J. ® I6' O.G. _ _ _ AS 99'4 4"x4" POST TO w/HNGR. ®NFLUS�BM88 - - - 5A I w w - - - - - - - LANDING JOISTS) - - - (5) 2"x4" POST B5 (5) 2'xb' POST ( BEDROOM I PAD FOOTING I ? ? 136 S.F. � 7B 30"x30"xlb" DEEP P. GONG. PAD FOD'iING AS u L AREA OF STAIR UPSET BM. 1.75"xll.b-75" T.J. 2.OE � 1.75"x11.675" PER DETAIL 4-A/401. 3-I/2" O.D. 5GH 40 5-I/2" O.D. SGH 40 PROPOSED p�G� STL. COL. (ASTM ('�---rr�� STL. COL (ASTM 4A b xb POST TO LVL MICROLLAM LVL FLUSH BM. 4 1 Q Q 3B T.J. 2.OE _ �u ``'' Fug AO'JARIUM P2 MICROLLAM PAD FOOTING AI23) BY SINS A123) BY SIMS 4D ® STAIRS w/ IT51.61/Il.bb 4D VL FLUSH BM F.J. d FLUSH BM. HNGR. ® SUPPORTING F.J. r,12 7G 36"x36"xlb" DEEP F. GONG. PAD FOO�'ING AS PER STEEL (OR EQ.) STEEL (OR EQ.) DETAIL 5-A/401. _ _ _ N UTILI?Y 12 MEGH• _ �x� a G 05ET � '15"xll.b"15" T.J. 2.OE MIGROLLAM (3) 2"xb" DROPPED BM. F.J. BELOW BEDROOM WALL ABOVE CONTINUOUS FOOTING - REF. _ _ _ _ _ _ _ POURED CONCRETE AND STEEL REINFORCEMENT NOTES: CLOSET _ N H • U 16"xb" DEEP P. GONG. CONTINUOUS FTEi. AS PER DETAILS �'� -.� Ul _ �-� dJ - - - _ - 82 i (2) 2"xb" F.J. p - - - - - 1.75"xll.b75" T.J. "_ Q C ANI-S (AT 6ARA&ES), II/A-402 (AT BREEZEWAY I® STRIN6ER5� ® �-kL ® I GRAWLSPAGE), b 15/A-402 (AT MASONRY DECK). I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ( 2.OE MICROLLAM p�2 �� 3A FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND w/ LU526-2 U 3B LVL FLUSH SM. 38 v O Q DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HNORS. P- 7 A HRO p dJ p dJ - _ - _..._ O N ®`Q I 1 OCONTINUOUS FOOTING - d? 68 24"xl2" DEEP P. GONG. CONTINUOUS FT'G. A5 PER DETAIL } _ -� A2 A2 1.75"xll.b75" T.J. 12 m 7 N� II-7/b" TJI I10 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION _ _ - - , �(>7m 2.OE MIGROLLAM Q ~� F.J. ® I6" O.G. I 12/A-401 (AT MAIN DWELLING CRAWL5PACE)• SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR - - - - ®_ ® _ LVL FLUSH BM. O z ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 1.75"x11.875' T.J. 2.0E -i v N -i [� _ ICROLLAM VL F.J. 0 p N 0 p -i UlmNEW UN-REINFORCED P. GONG. SLAB ENCOUNTERED. 3B \G 3Btu DINING ROOM ►L ~� _zI. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON x - x _ O z II5 S.F. O z FOYER2. 6 MIL POLY VAPOR BARRIER UPON 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. _ ® _ ® ip Nx WALK-IN w r x w ® ® � 01 _� o.� 2"xb" F.J. ® IW O.G. O �? ram-3 CLOSET MI. 5. 4" (MIN.) GRAVEL BASE O(Y �0 V N II-7/b TJI 560 F.J. ® 16" O.G. IV IO ! 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 60 - _  0 _ 25 S.F. T.J. 2.OE - J 17 z z w/LU526 HNGR. NEW REINFORCED P. GONG. SLAB 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. x tL- w/SIM R. a ITS 3.56/Il.bb c��nx J1= (STAIR LANDING) EOH. MICROLLAM , �� ;�w �? HNGR. ® FLUSH BM. I �� �� �- � HALLWAYL- aB I. NEW 4" THK. P. GONG. SLAB w/b"xb'-10/10 W.W.M. UPON �� r,O N ® ; 3 r i - ROOM LVL HDR 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C B. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL - -I -rj - - CONDENSER SLAB) UPON ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE r9-1 I 13 13 13 (2) 1.75`xIIb75" T.J. 2.0E 3B 28 S.F. 3B w 3. 4" (MIN.) &RAVEL BASE COATED. J 82 (5) 2"xb" DROPPED SM. _ (3) 2'xl2 HDR - _ _ ! w MICROLLAM LVL HDR A3 -a (5) 1.75"x15" T.J. 2.OE MICROLLAM LVL UPSET BM. - - - - V TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I (FLUSH w/TOP OF F.J.) BELOW POST ABOVE - ID • (2) 2"xb" P.T. SILL PLATES w/ COFFER TERMITE SHIELD i SHALL BE STAGGERED. -y 4 SINGLE HOT. (3) 2"xb„ DBL. HOT. A3 SILL SEAL j 1 qD 3 12 KING STUDS, BRACED 5.25"x7" T.J. I.bE 3(Y 12 • ANCHOR BOLTS AS PER PAGE G-003 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL Q HARDWARE IN I „ IU PARALLAM PSL II-7/b' TJI I10 II-7/b" TJI I10 F.J. ® I6 O.G. BY IST FL. F.J. 0 • P. GONG. FOUND. WALL AS PER DETAILS 10/A-401 (AT PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, z KING STUDS �? z SINGLE HOT. I F.J. ® 16" O.G. w/SIMP50N ITS 1.81/11.88 0 = _ OARAOE5), II/A-401 (AT BREEZEWAY CRAWLSPA(fE), 4 COVERAOE5, AND PLUM15NE55, HNGR. ® FLUSH SM. I �p 0 (5) 2"xb" KING 12/A-401 (AT MAIN DWELLING CRAWLSPACE) UPON I COVERED PORCH .p N STUDS, MUDROOM Iii b. CEMENT SHALL CONFORM TO ASTM C-53 FOR STANDARD WEIGHT BRACED BY H • P. GONG. FOOTING AS PER DETAIL_: (LISTED ABOVE) ® J ® I50 S.F. CONCRETE. II-7/b" TJI 560 15T FL. F.J. • ASPHALTIC MASTIC DAMP PROOFING T. EXTERIOR F.J. ® I6" O.G. ? oz ? pzo 3°' (2) 1.75"x11.875" T.J. 2.OE MICROLLAM • B.O. FOOTING 3'-0" BELOW GRADE MIN. p LVL F.J. BELOW WALL ABOVE 4A 4D • 1/2" EXPANSION JOINT® PERIMETER. OF SLAB (WHEN i 11 4D 4 - - - - - - - x x _ x _ _ - _ _- _ _ - _ -_ _ - PROJECT: APPLICABLE) GONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE Q • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /STOOPS I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF NI N (5) 1.75"x7.25" T.J. 2.OE (5) 1.75"x7.25" T.J. 2.OE (3) 1.75"x7.25" T.J. 2.OE g3 2"xb" G.J.No - BB (WHEN APPLICABLE) CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE m I - MICROLLAM LVL FLUSH BM. MICROLLAM LVL FLUSH BM. - MICROLLAM LVL FLUSH SM. ® 161, O.G. I M E N EZ • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. HEIGHT OF WALL 8 SLAB (WHEN APPLIGABLE) OI ACCESS HATCH FRAMING: 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. B2 - - - - - - - - I B2 5A 5A 5A 4 RESIDENCE I. MIN. 350 # GAPACITY AGCESS HATCH/PULL-DOWN STAIRS 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 3 1.75"xlb" T.J. 2.0E MICROLLAM LVL UPSET BM. FLUSH w/TOP OF F.J. BELOW POST ABOVE 83 ■ B3 `{D CE ( ) L ( ) 2.DBL. FRAMING WHEN NEW OPENING CONFORM TO AGI 506. S.INSTALL AS PER MANU. SPEC.'s GARAGE POST TO UPSET BM. MAY 4D 4A • 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / COUNT TOWARDS FULL TYPICAL LEDGER BOARD: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO HOT. KING STUDS REQ.'D 23900 MAIN ROAD 12 I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (F.T. BD. FOR TEMPERATURES WITHIN 100 F OF CONCRETE. FOR WINDOW OPENING EXTERIOR INSTALLATIONS) 2. SECURED w/(2) 5/5" m x 5" LONG H.D. 6AL. LA6 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. CUTCHOGUE, NY 11935 BOLTS ® I6' O.G. REMOVE AS REQ D. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'S1MP50N' (OR Lu 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE (I Q Q EQUAL) PERMITTED WHEN NECESSARY. 11 �_ w DRAWING TITLE: 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING J TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 53° F OR HIGHER I ~J Q w PROPOSED STRUCTURAL PLAN OF LEDGER BD. AND SHALL BE WITHIN 10= F OF CONCRETE TEMPERATURE. �r J Q Q �ll 5. SEE DETAIL Ib/A-402 (EXTERIOR INSTALLATION). 43 b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER FOURIN6. I I _j m I ( 0Qi OHEADER FRAMING AT DOUBLE HEIGHT WALL5: ? I x v_- p- - - - 13 I. PROVIDE (5) 2"xl0" HEADERS AT FIRST FLOOR a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 7-1-I r, U m 0 O OPENIN65 OF DOUBLE-HEIGHT WALL.5. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 - - - _ 2. EXTEND HEADERS BETWEEN (3) 2"xEi" SINGLE-HEIGHT (ASTM C444/G4a4M, TYPES G AND E). ` .75"xlb" T.J. 2.OE MIGROLLAM LVL UPSET BM. (FLUSH w/TOP OF F.J.) BELOW POST ABO� R ~ N ~ ~ 00,N ~ ~ 0, KING STUDS 3 5.25"x7" T.J. I.bE PARALLAM PSL x-r I Q v 0 N Q w p 0 cv N V 0 DOUBLE-HEIGHT KING STUDS, A5 SHOWN 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL in uQ� �0 -j 3 �p 3. PROVIDE (2) 2"xb" JACK STUDS AT EA. END OF HDR. AREAS EXCEED ONE SQUARE INCH. r, w I � x F-0 O GARAGE x - F-p 0 x PAGE: _v 1 O 1 -1-1 N ® _j -r CV 4. FASTEN HEADERS TO KIN6 STUDS Hi/(1) SIMPSON 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED I m fL O m 0 A54 ANGLE CONNECTOR AT EA. END (INSTEAD OF TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ~ z j ® NAILS END-NAILED) REACHED A COMPRESSIVE STRENGTH OF 600 PSI. -.1oo 5. FASTEN KING STUDS TO TOP PLATE w/(2) SIMPSON r�w y uN� • 2 A34 ANGLE CONNECTORS AND TO BASE PLATE w/ 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. x Q Q IX J IK (2) SIMPSON A34 ANGLE CONNECTORS. 11-7/95 TJI 560 m � FOR WOOD STAIRS ® GRADE: TYPICAL DOOR/WINDOW HEADER NOTE: F.J. ® 161, O.G. �[ Q 14 4" THK. P. GONG. PAD &" WIDE x REOV LENGTH UPON PROVIDE (2) 2"xl0" HDR AT ALL DOORS a WINDOWS, U.O.N. Q z DATE: 11/08/23 19 OF 22 6" &RAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® SEE PAGE 6-005 FOR NAILING/STRAPPINO/FRAMINO MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) REQUIREMENTS BY OPENING WIDTH. BEAM POCKET: 15 501L BEARING CAPACITY NOTE: WIDTH OF BEAM, FOR A LENGTH OP � THE WALLLL I. POCKET SHALL PROVIDE BEARING SUPPORT FULL STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL (3) :VxIO" HDR • THICKNESS (3.5" MINIMUM). BEARING CAPACITY OF 1.0 TON/5.F. �- __ ___ • k� a Y' 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF 4A 4 • `' :""''�, �:�% BEAM TO PROMOTE AIR GIRGULAT ON �`.• :„fix. i• 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND 4 53 153 4bf.. CONCRETE INTERFACES 4. BEAM SHALL REST ON OALV. STEEL SHIMS;&ROUT IN ; . t*): PLACE ONCE BEAM PLACED. , STEPPED FOOTING Ib FTC. TO STEP AS NEEDED TO ALIGN V(ITH ADJOINING FOOTINGS, AS PER DETAILS 13/A-402 4 14/A-402. J MAINTAIN MIN. 3'-0" BELOW GRADE TO BOTTOM OF FT6. FROPOSED FIRST FLOOR STRUCTURAL LAN SCALE: 1/4" = I'-O" OE I `tDRAL 5��50L <E'*"r : _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALLuj W 5TL. WHEN APPLICABLE) '--I C) NEW I-HR FIRE RATED' MIN. (2) 2"x4" STRUCTURAL n; c Lo WOOD FRAME (L.6. 57L. © POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL % O POST FOR b" WALLS), U.O.N. _ O NEW 2-HR FIRE RATED a-J >. _Q0 WOOD FRAME (L.G. 57L. 0 CV z O WHEN APPLICABLE) d •co 2: X N STRUCTURAL PLAN NOTES O 00 m SPLICED STRUCTURAL MEMBER: i� WATERPROOF DECK CONSTRUCTION: a--� O 0 ca C O � STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS . J"xb" COMPOSITE DECK BOARDS UPON a � � � o ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY . 2 x4" P.T. RIPPED SLEEPERS UPON ABOVE INDICATED POSTS/COLUMNS. . TFO ROOF MEMBRANE, INSTALLED AS PER ® STACKED POST/COLUMN: MANUFACTURER DETAILS UPON LOCATE INDICATED POST/COLUMN BENEATH P05T/COLUMN • TAPERED RIGID FOAM INSULATION w/PERIMETER OF ON FLOOR ABOVE. INSULATION WRAPPED IN VAPOR BARRIER, SELECT OSTACKED P05T/COLUMN: THICKNESS AS REG.'D TO PROVIDE 4:I2 PITCH,UPON 2B LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN OV • s4" THK. DENSDECK INSTALLED A5 PER MANUFACTURER FLOOR BELOW. SPECIFICATIONS UPON • DECK JOISTS A5 NOTED ON PLANS (® SPANS OVER 5' 3A LOAD BEARING WALL (ABOVE): INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) AS INDICATED BY DASHED OUTLINE. • PROVIDE R-50 BATT INSULATION BETWEEN D.J. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY . PROVIDE 2" THK. SPRAY FOAM INSULATION ® � UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. PERIMETER RIM JOISTS 3B INTERIOR LOAD BEARING WALL: • PROVIDE 6ALV. DRIP STOP EDGES AT ENDS OF DECK U AS INDICATED BY HATGHIN6. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 W F.J. OR BEAM (WHEN APPLICABLE) BELOW. 18 REO.'D TO ACCOMMODATE GARAGE DOOR CLOSURE W (VERIFY DIM. IN FIELD) M HOEDOWN (1ST TO 2ND FLOOR): 4 HOLDOWN 'A' AS PER PAGE 6-005 TYPICAL CLOSED FOUNDATION • OHOLDOWN (FOUNDATION TO 15T FLOOR): Ig ® PORCHES / PATIOS: 4D HOLDOWN 'D' AS PER PAGE 6-005 1. SEE DETAIL I5-A/402 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY ' ` STRUCTURAL PERMAGAST COLUMI,4 (6,000 L®S): FROM BUILDING U SA STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. 3. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER 5,000 LES LOAD BEARING CAPACITY. BEAM FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, 4A 4A T'�1 PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF BED ALL FLASHING IN ASPHALTIC MASTIC �JJ COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL •(�/� PERMAGA5T COLUMN FOOTING (CONT. FT6.) BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER (5) 2"xIO" HDR (3) 2"x10" HDR (5) 2"xIO" HDR " 5B PERMAGAST COLUMN UPON EXTENDED FOUND. WALL 4 FTC. TO MAIN FOUND, AMk n l PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. Lu 0 cD W WALL BENEATH COL. 4 INCREASE HORIZONTAL REBAR IN POST 4 COLUMN DESIGNATIONS: Q GONG. FTC. BY AN ADDITIONAL (1) #5 REBAR, P05T5 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED SEE ALSO DETAIL 5/A-401. AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED FOUND 4 POSTS FOR WD. DECK: BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ? v v v -i U BEDROOM 5 b� 6"xb" P.T, POST UPON IS"(P P. GONG. PIER, v WALK-IN AS PER DETAIL Ig/A-4o2. FRAMING REQUIREMENTS. O 0 0 O STUDY 136 S.F. CLOSET FOUND 4 POSTS FOR WD. DECK: 2) 2"x4" POST (2) 2"xb" POST B2 `fl 109 S.F. `0 -'� BATHROOM 3 A2 ( I 93 S.F. iv ® ® Z IL (MASTER) N ® N ® I v 6B 6"xb" P.T. P05T UPON 12"4P P. GONG. PIER UPON SQUARE FOOT" 5F-25 CONCRETE PAD FOOTING, V AS PER DETAIL 20/A-402. A3 (5) 2"x4" P05T gg (3) 2"xb" POST PAD FOOTING A4 (4) 2"x4" POST B4 (4) 2"xb" POST N a= I I II 7A cac-- 24"x24"x12" DEEP P. GONG. PAD FOO-"ING AS PER 2 2"x5" -� DETAIL 3-A/401. A5 (5) 2"x4" POST B5 (5) 2" H xb" POST FLUSH BM. PAD FOOTING 3B 3B HALLWAY II� II 7B 30"x30"A5" DEEP P. GONG. PAD FOOTING A5 PER DETAIL 4-A/401. 5-1/2" O.D. SCH 40 5-1/2" O.D. 5CH 40I-I I BEDROOM 2 0 u 5TL. COL. (ASTM (l�n 5TL. COL (ASTM PAD FOOTING AI23) BY SIMS ``--'' �1-1� AI23) BY SIMS 4' F= (3) 2"x I2" HD R 4 I (MASTER) - 36"x56"xl5" DEEP P. GONG. PAD FOOTING AS PER STEEL (OR EO.) STEEL (OR EO.) DETAIL 5-A/401. If GL. ® CONTINUOUS FOOTING V POURED CONCRETE AND STEEL REINFORCEMENT NOTES: cVp� I6"x5" DEEP P. GONG. CONTINUOUS FTC. A5 PER DETAILS O N 10/A-401 (AT 6ARACES), II/A-402 (AT BREEZEWAY 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT -j V GRAWL5PAGE), 4 15/A-402 (AT MASONRY DECK). FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND V 0 ® ZJ v v 0 3B O DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. IL CONTINUOUS FOOTING 5B 24"xl2" DEEP P. GONG. CONTINUOUS FT6. A5 PER DETAIL 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION N ® U �R' N ® v (Ica I 12/A-401 (AT MAIN DWELLING CRAWLSPACE)• SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR •A,Z ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER IT NEW UN-REINFORCED P. GONG. SLAB ENCOUNTERED. IK 0 Xw O O N V 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON gA b BEDROOM 4 2. 6 MIL POLY VAPOR BARRIER UPON 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 2"xb" RAFTER TIES Q ® x - m 3. 4" (MIN) GRAVEL BASE ® ib" O.G. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT �Z NEW REINFORCED P. GONG. SLAB 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. JK ;$ gB 1. NEW 4" THK. P. GONG. SLAB w/ b"xb"-10/10 W.W.M. UPON I (5) 2"xl0" UPSET HDR ® A5 A3 Fy- 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL (INSTALLED UPON DBL. TOP 35 CONDENSER SLAB) UPON ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE PLATE, FLUSH w/ BOTTOM OF G.J.) 3B w 3. 4" (MIN.) GRAVEL BASE COATED. B4 � TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS • (2) I.75"xg5" T.J. 2.OE O O10 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 4 SHALL BE STAGGERED. 4 (5) 2"xIO" UPSET HDR 13 DBL. HOT. 13 MICROLLAM LVL UPSET BM. U SILL SEAL (INSTALLED UPON DBL. TOP 5.25"x"1" T.J. 1.5E (FLUSH w/BOTTOM OF G.J.) • ANCHOR BOLTS AS PER PAGE 6-003 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN PLATE,FLUSH w/BOTTOM OF G.J.) P RA AMSTU PSL BELOW POST TO RIDGE ABOVE • P. GONG. FOUND. WALL AS PER DETAILS IO/A-401 (AT PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, GARAGES), II/A-401 (AT BREEZEWAY CRAWLSPACE), S GOVERAOES, AND PLUMBNE55. 12/A-401 (AT MAIN DWELLING GRAWLSPACE) UPON 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT ui • P. GONG. FOOTING AS PER DETAILEi (LISTED ABOVE) Q • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE. • S.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER: OF SLAB (WHEN CONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE STORAGE 4 --- - • 4 APPLICABLE) 870 S.F. PROJECT: • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF -UNHEATED- (5) 22"x5" HDR (WHEN APPLICABLE) CONCRETE IN TEMPERATURES UNDER 45' F IF THAT TEMPERATURE ^-UNFINISHED (JACK STUDS MAY BE REl�UGED FROM QTY. SPEC.'D ,,I M E N EZ • MA50N TO ACCOUNT FOR FIN15H 570NE ON THIN SET FOR HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. IN HDR �TABLE ON PAGE -003 TO (2) ® EA. END) HEIGHT OF WALL d SLAB (WHEN AP'OLICABLE) I I ACCESS HATCH FRAMING: 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. B4 RESIDENCE I. MIN. 350 # CAPACITY ACCESS HATc'H/PULL-DOWN STAIRS 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 2.DBL. FRAMING WHEN NEW OPENING CONFORM TO AGI 506. 3.INSTALL AS PER MANU. SPEG.'s 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 2"xb" RAFTER TIES TYPICAL LEDGER BOARD: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO ® Ib" O.G. 12 1. (1) 2"x W. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR TEMPERATURES WITHIN 10' F OF CONCRETE. 23900 MAIN ROAD EXTERIOR INSTALLATIONS) 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. CUTCHOGUE NY 11935 2. SECURED w/(2) 5/5" (P x 5 LONG H.D. SAL. LAG REMOVE AS REO'D. �ry BOLTS ® I6" O.G. O` 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE ,- EQUAL) PERMITTED WHEN NECESSARY. I I DRAWING TITLE: 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 d BENT OVER TOP EDGE 7, FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER I PROPOSED STRUCTURAL PLAN OF LEDGER BD. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 5. SEE DETAIL 15/A-402 (EXTERIOR INSTALLATION). I 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 13 HEADER FRAMING AT DOUBLE HEIGHT WALLS: I. PROVIDE (5) 2"xIO" HEADERS AT FIRST FLOOR g. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE OPENINGS OF DOUBLE-HE16HT WALLS. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 B4 2. EXTEND HEADERS BETWEEN (5) 2"xb" 51NOLE-HEIGH7 (ASTM G4g4/(:,4114M, TYPES G AND E). KING STUDS 4 5.25"xl" T.J. 1,5E PARALLAM PSL 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL DOUBLE-HEIGHT KING STUDS, AS SHOWN AREA5 EXCEED ONE SQUARE INCH. I PAGE: 3. PROVIDE (2) 2"xb' JACK STUDS AT EA. END OF HDR. 4. FASTEN HEADERS TO KING 57UD5 v+/(1) SIMPSON 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED A54 ANGLE CONNECTOR AT EA. END (INSTEAD OF TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I 2"xb" RAFTER TIES S-ml03m00 NAILS END-NAILED) REACHED A COMPRESSIVE STRENGTH OF 500 PSI. ® I6" O.C. 5. FASTEN KING STUDS TO TOP PLATE' w/ (2) SIMPSON r A34 ANGLE CONNECTORS AND TO BASE PLATE w/ 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. (2) SIMPSON A34 ANGLE CONNECTORS. FOR WOOD STAIRS ® GRADE: TYPICAL DOOR/WINDOW HEADER NOTE: 14 4" THK. P. GONG. PAD 5" WIDE x REG'17 LENGTH UPON PROVIDE (2) 2"xIO" HDR AT ALL DOORS 4 WINDOWS,U.O.N. DATE: 11/08/23 20 OF 22 b" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® SEE PAGE 6-005 FOR NAILIN5/5TRAPPIN6/FRAMIN6 MAX. I&" O.G., U.O.N. (MIN. 3 STRINGERS) REGUIREMEN75 BY OPENING WIDTH. BEAM POCKET: 15 SOIL BEARING CAPACITY NOTE: I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL i (3) 2"xl2" HDR STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL <.'171 A WIDTH OF BEAM, FOR A LENGTH 01= � THE WALL nj THICKNESS (3.5" MINIMUM). BEARING CAPACITY OF 1.0 TON/S.F. 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF 4 4A BEAM TO PROMOTE AIR CIRCULATION 3. PROVIDE COPPER FLASHIN6 BETWEEN ALL WOOD AND CONCRETE INTERFACES , 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN t- PLACE ONCE BEAM PLACED. _'' E '-tLl • STEPPED FOOTING Ib FT6. TO STEP AS NEEDED TO ALIGN I,^(ITH ADJOINING FOOTINGS, A5 PER DETAILS O/A 402 4 14/A 02. P!� �* ' MAINTAIN MIN. 3'-0" BELOW GRADE TO BOTTOM OF FT6. Fes- `" i ROF'OSF_17 SECOND FLOOR 57RUG7URAL PLAN SCALE: 1/4" = 1'-0" (5ENER A L 5)000M50L <E _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT,�r-i777Ti�J WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) Q EXISTING TO REMAIN � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL .W_I STL. WHEN APPLICABLE) uj C>3 ('7 NEW I-HR FIRE RATED ® P05T FOR4" WALLSTURAL LN WOOD FRAME (L.G. STL. O WHEN APPLICABLE) (MIN. (2) 2"x(b" STRUCTURAL O POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. -J WHEN APPLICABLE) O �_ N Z O� Ln --,e � STRUCTURAL PLAN NOTES c x0 ,� CV SPLICED STRUCTURAL MEMBER: WATERPROOF DECK CONSTRUCTION: O m Z (9 4- I,J� O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 1-f • j"xb" COMPOSITE DECK BOARDS UPON C cm O cB ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY . 2"x4" P.T. RIPPED SLEEPERS UPON Q O a 2 O ABOVE INDICATED P05TS/00LUMNS. • TPO ROOF MEMBRANE, INSTALLED AS PER STACKED POST/COLUMN: MANUFACTURER DETAILS UPON LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN • TAPERED RIGID FOAM INSULATION w/PERIMETER OF ON FLOOR ABOVE. INSULATION WRAPPED IN VAPOR BARRIER, SELECT STACKED POST/COLUMN: THICKNESS AS REG.'D TO PROVIDE 4:12 PITCH, UPON n 1 2B LOCATE INDICATED POST/COLUMN ABOVE P05T/COLUMN ON • J" THK. DENSDEGK INSTALLED AS PER MANUFACTURER V•/ SPECIFICATIONS UPON FLOOR BELOW. . DECK JOISTS AS NOTED ON PLANS (® SPANS OVER 6' 3A LOAD BEARING WALL (ABOVE): INSTALL "X" BRIDGING 6 CENTER OF SPAN, U.O.N.) [E - - - - - - - - - - - _ _ AS INDICATED BY DASHED OUTLINE. . PROVIDE R-50 BATT INSULATION BETWEEN D.J. - ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY 0 PROVIDE 2" THK. SPRAY FOAM INSULATION ® I B2 I I UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW PERIMETER RIM JOISTS � • - INTERIOR LOAD BEARING WALL: • PROVIDE GALV. DRIP STOP EDGES AT ENDS OF DECK 3B AS INDICATED BY HATCHING. I I 5 2 5:1 ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPCN 18 TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 W. REO.'D TO ACCOMMODATE 6ARA6E DOOR CLOSURE I I Q I I /� F.J. OR BEAM (WHEN APPLICABLE) BELOW. W HOLD OWN (I5T TO 2ND FLOOR): (VERIFY DIM. IN FIELD) I I fY I M TYPICAL CLOSED FOUNDATION 4 ) HOLDOWN 'A' AS PER PAGE 6-003 O I 1 1 1 Iq ® PORCHES / PATIOS I I 2 xb', R.R. x 2"x5" R.R. I I • - HOLDOWN (FOUNDATION TO 15T Fl_OOR): : 4D HOLDOWN V' AS PER PACE 6-005 I. SEE DETAIL 15-A/402 STRUCTURAL PERMAGAST COLUMN (8,000 LBS): 2• ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY m FROM BUILDING SA STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER ❑ c 8 `J 6,000 LBS LOAD BEARING CAPACITY. BEAM FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF BED ALL FLASHING IN ASPHALTIC MASTIC COLUMN, AS PER MANUFACTURER SPEi:.IFICATIONS. 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL JI- - - - - - - - -) - - - - - - - - - - - - - - - - - _ _ _ BE DOWELEDw/ #5a5" O.C. VERTICAL TOEA. OTHER -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • 5B PERMAGAST COLUMN FOOTING (C•ONT. FTC.)O S TO MAIN FOUND.PERMAGAST COLUMN UPON EXTENDED' FOUND. WALL b FT6. ` ) PROVIDE ADDITIONAL (2) #5 VERT R n�EiBAR IN GONG. FOUND. W WALL BENEATH COL. INCREASE HORIZONTAL REBAR IN P05T b COLUMN DESIGNATIONS: us Q GONG. FT6. BY AN ADDITIONAL (1) #5 REBAR. POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED SEE AL50 DETAIL 5/A-401. AS FOLLOWS. NOTE THAT THESE DESIONATION5 DO NOT IMPLY FOUND $ POSTS FOR WD. DECK: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, A5 SPECIFIED b� 6"xb" P.T. P05T UPON IS"m P. GONG. PIER, BY OTHER FRAMING REONST UCTION DOCUMENT NOTES B STANDARD AS PER DETAIL Iq/A-402. I w. V U A2 (2) 2"x4" P05T B2 (2) 2"xb" POST z FOUND 8 P05T5 FOR WD. DECK: O O ry � a OO 6B 6"xb" P.T. POST UPON 12 �" P. GONG. PIER UPON �x - N x -.o N ® "SQUARE FOOT" SF-26 CONCRETE PAD FOOTING, AB " " POST gg 2xb" " POST O ry O -(5) 2x4 (5) AS PER DETAIL 20/A-402. �'� �'-❑ RIDGE BEAM POST GAPS: PROVIDE THE FOLLOWING POST GAPS AT ALL PAD FOOTING A4 (4) 2"x4" POST ffln54 (4) 2'xb" POST POST-TO-RIDGE BEAM CONNECTIONS. PROVIDE SHIMS AS -IA 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER REQUIRED WHEN POST WIDTH EXCEEDS RIDGE BEAM WIDTH. DETAIL 5-A/401. - SIMPSON AG6 POST GAP AT INTERMEDIATE POSTS A5 (5) 2"x4' POST B5 (5) 2"xb' POST PAD FOOTING SUPPORTING CONTINUOUS RIDGE BEAMS. 7B PER DETAIL" DEEP F.1,GONG. PAD FOOTING A5 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 - SIMPSON LGE4 POST GAP AT ENDS OF RIDGE BEAMS. 2"xl2" RIDGE BD. 2"xl2" RIDGE BD. p-E STL. COL. (A5TM (�� STL. COL (A5TM PAD FOOTING _- L--J AI25) BY SIMS LJ AI25) BY SIMS 7G 56"x56"xlb" DEEP P. GONG. PAD FOOTING AS PER STEEL (OR E0.) STEEL (OR ED.) DETAIL5-A/401. - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - Ow �i O p� - - - ® CONTINUOUS FOOTINCO 7 El 76 0 I6"x6" DEEP P. GONG. CONTINUOUS 1` . AS PER DETAILS w EL POURED CONCRETE AND STE REINFORCEMENT NOTES: B3 Q I m QI to/A-401 (AT 6ARA6,ES), II/A-402 (AT BREEZEWAY I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT CRAWLSPACE), 6 15/A-402 (AT MASONRY DECK). FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND pC O I Q d 4 CONTINUOUS FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. 2"xl0" R.R. 1U� 2"xl0" R.R. ry� i0 I ry (Y m�u Qi lb��u ai ry_ ry V ® Ib' O.G. x - _ Qr U Q>( (Y U Q� V Q>I OC V Q I V 24"xl2" DEEP P. GONG. CONTINUOUS FTC. A5 PER DETAIL 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION ® I6' O.G. p ry ® I I O p O 0 p O p 6 p a O 0 O _ 12/A-401 (AT MAIN DWELLING CRAWLS-AGE). SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER cV x - x - X - x - x - x - NEW UN-REINFORCED P. GONG. SLAB ENCOUNTERED. X I ry ® ry ® cv ® ry ® ry ® ry qA I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON cV 2"x10" RIDGE BD. I O d O /X1'0 2. 6 MIL POLY VAPOR BARRIER UPON 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. -. L p5. 4" (MIN.) &RAVEL BASE 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT ry � y� �kill, � <NEW REINFORCED P. GONG SLAB 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. = 0.4 �y t� 0I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2"xl0' y 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/G 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL 10:12 10:12 cV ® I 2"x10" ry_� 2"xl0' 2"x10" ry 0 2"x1O' R.R. ® R.R. ® Z CONDENSER SLAB) UPON ASTMA615 GRADE 60• WWM FOR SLA55 DO NOT NEED TO BE �� ��� R.R. ® R.R. ® R.R. ® 2 R.R. ® I6 D.G. Ib' O.G. W 5. 4" (MIN.) 6RAVEL BASE COATED. gq �L - - I6" O.C. Ib" O.C. - - - - _ _ - Ib" O.G_ 16" O.C. O - - - - - - - - - - - - - - - - - - - - - V TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ❑ 1012 10:12 I 10:12 - LJ p A2 Li 10 • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD d SHALL BE STAGGERED. SILL SEAL • ANCHOR BOLTS AS PER PACE 6-005 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL # HARDWARE IN 1 10:12 10:12 • P. GONG. FOUND. WALL AS PER DETAILS 10/A-401 (AT PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, w CARA5ES), II/A-401 (AT BREEZEWAY CRAWLSPACE), E COVERAGES, AND PLUMBNE55. p I x 12/A-401 (AT MAIN DWELLING CRAWLSPACE) UPON ( V U ry • P. GONG. FOOTING AS PER DETAIL5 (LISTED ABOVE) 5. CEMENT SHALL CONFORM TO A57M 0-55 FOR STANDARD WEIGHT W • ASPHALTIC MASTIC DAMP PROOFIN.6 TO EXTERIOR CONCRETE. N ry ry 2"xl0" R.R. 2"xl0" R.R. • B.O. FOOTING 5'-0" BELOW GRADE MIN. x • 1/2" EXPANSION JOINT C PERIMETER OF SLAB (WHEN _ ry ® - ry ® ® I6 O.G ® Ib" O.C. APPLICABLE) CONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE m ui ui ui L - - - - - - - - - - _ - - _ PROJECT: • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS /STOOPS I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 2"xl0" R.R. 2"xl0" R.R. ❑ (WHEN APPLICABLE) CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE L J L J L J L J I ® I6" O.G. Ll ® 16" O.G. I I J I M E N EZ • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. � HEIGHT OF WALL b SLAB (WHEN APf°LIGABLE) 2"xl0" R.R. 2"xl0" R.R. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 15.12 ry I I RESIDENCE II AGGE55 HATCH FRAMING: _ O I. MIN. 550 # CAPACITY AGGE55 HATCH/PULL-DOWN STAIRS 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I Q 2.DBL. FRAMING WHEN NEW OPENING CONFORM TO AGI 506. 5.INSTALL AS PER MANU. 5PEC.'s F_ -- - _ _ _ _ _ 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / - - - - - - - - - - - - - - - - TYPICAL LEDGER BOARD: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I 2"xl0" R.R. 2"xl0" R.R. 12 I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR TEMPERATURES WITHIN 10° F OF CONCRETE. I ® I6" O.G. ® I,-,, O.C. I 23900 MAIN ROAD EXTERIOR INSTALLATIONS) IN NO CASE SHALL CONCRETE CUTCHOGUE NY 11935 2. SECURED w/(2) 5/5" (P x 5" LONG H.D. GAL. LAC 5. BE PLACED ON ICE OR SNOW. BOLTS ® 16" O.G. REMOVE AS REO'D. Q I ��FY r 0���,�- I f 5. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE EQUAL) PERMITTED WHEN NECESSARY. I a d 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING x I a 0 n _'i O O� w p N fY I I DRAWING TITLE: TUCKED UNDERNEATH SIDING 4 BEN'T OVER TOP EDGE "7• FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER ry I O IJ l OF LEDGER BD. AND SHALL BE WITHIN ID° F OF CONCRETE TEMPERATURE. m I x�_ - O �_ N p O 0 I PROPOSED STRUCTURAL PLAN 5. SEE DETAIL 16/A-402 (EXTERIOR INSTALLATION). 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. � I ry � ry ® phi_•Q ry ® ry ® I I FADER FRAMING AT DOUBLE HEIGHT WALLS: 13 I' PROVIDE (5) 2"xIO" HEAVERS AT OF DO BLE H W EIGHT ALL5. FLOOR q• PERMITTED TO BE ADDED T01 VE ACCELERANT ADMIXTURES ARE OPENINC75 CONCRETE MIXTURE AS PER AGI 506 I I IQ 2. EXTEND HEADERS BETWEEN (5) 2"xE," SINGLE-HEIGHT (A5TM 04cWC414M, TYPES G AND E). 10:12 B4 10:12 I I O B3 KING STUDS 8 5.25"x 1 T.J. 1.6E PAF ALLAM PSL I BS (5) 2"x12" RIDGE BM. (5) 2"x12" RIDGE BM. B3 DOUBLE-HEIGHT KING STUDS, AS SHOWN IO. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL (3) 2"xl2" RIDGE BM. I PAGE: 5. PROVIDE (2) 2"xb" JACK STUDS AT EA. END OF HDR. AREAS EXCEED ONE SQUARE INCH. 4 4. FASTEN HEADERS TO KING STUDS w/(I) SIMPSON (2) 2"xl0" HDR BELOW POST I B3f (2) 2"xl0" HDR BELOW POST I A3S ANGLE CONNECTOR AT EA. ENT) (INSTEAD OF 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED I (ABOVE WINDOW, SEE ELEVATIONS; I (ABOVE WINDOW, SEE ELEVATIONS; I TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS WINDOW NOT SHOWN ON FIRST I WINDOW NOT SHOWN ON FIRST S-104mOO NAILS END-NAILED) REACHED A COMPRESSIVE STRENGTH OF 800 P51. FLOOR STRUCTURAL PLANT) I I FLOOR STRUCTURAL PLAN) 5. FASTEN KING STUDS TO TOP PLATE w/(2) SIMPSON A54 ANGLE CONNECTORS AND TO BASE PLATE w/ 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. (2) 51MP50N A54 ANGLE CONNECTORS. Q I 11)! V fY V Rr U FOR WOOD STAIRS ® GRADE: TYPICAL DOOR/WINDOW HEADER NOTE: 14 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON PROVIDE (2) 2"xl0" HDR AT ALL ODORS WINDOWS, U.O.N. 2"xl0" R.R. X 2"xl0" R.R. I I 0 O `� I I DATE: 11/08/23 21 OF 22 b" GRAVEL UNDER 2"x12" P.T. STAIR S�"RINGERS ® SEE PAGE G-003 FOR NAILING/STRAPPIN6/FRAMINC- ® Ib" O.G. n ® I6" O.G. I I ry MAX. 16" O.G., U.O.N. (MIN. 5 57RINGER5, m ry ® ry REQUIREMENTS BY OPENING WIDTH. BEAM POCKET: 15 1. POCKET SHALL PROVIDE SEARING SUPPORT TO FULL 501E BEARING CAPACITY NOTE: I B3 WIDTH OF BEAM, FOR A LENGTH OF' � THE WALL I STRUCTURAL DE51GN OF FOOTINGS ASSUMES A SOIL L - - - - - - - - - - - - BEARING CAPACITY OF 1.0 TON/S.F. THICKNESS (5.5" MINIMUM). ❑ - - - - - - - - - - - - - - - - - - - - - - - J ❑ I I a:' .. - .,..2,'f r,�"•,. 2. PROVIDE " AIR SPACE: AROUND ENDS AND TOP OF L- - - - - - - - - - - - - - - - - - - - - - - - - J BEAM TO PROMOTE AIR CIRCULATION L_ - - J f?° .:`,; ' ''•�0 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND CONCRETE INTERFACES 4. BEAM SHALL REST ON GALV. STEEL SHIMS;GROUT IN JE3 1 PLACE ONCE SEAM PLACED. � '' i, '��; ?•~' `•.! F � •`'+ STEPPED FOOTING .;fa;�>'," Ib FT6. TO STEP AS NEEDED TO ALIGN WITH ADJOINING . FOOTINGS, AS PER DETAILS 15/A-402 S 14/A-402. MAINTAIN MIN. 5'-0" BELOW CRAVE TO BOTTOM OF FT6. PROPOSED ROOF FRAM I NO PLAN SCALE: 1/4" = 1'-0" d Q W W co J cM fV � C � O � � L — p o O— _0 �- O o +� k 4" FRESH AIR VENT V O C (V z 0 J I`THROUGH ROOF a - �co W c _ 3 1 W I' HW v p G X (V 0 (CLOSED k 0 O O O I Q= _LOOP SYSTEM) -------------------------i Qp' -c O m •z I c O (:5cu L ) Q — a20 Br(MASTER) 3 BATHROOM 4 2 1 1 -_1 BATHROOM 3 BATHROOM 4 1 -- ---- I (MASTER) I NOTE: --i----i---i I I I HALL ALLPLGOS CONFORM TO (Y NOTE: ALL PLUMBING 4 O 1 2" 2"1 1 2"1 1 I I 0 Q4 Q4 p� LOCAL PLUMBIN6 CODE 0 LL 21'I 1 I 1 I 1 2 1 1 PROVIDE "ABE500 i p� i I p SHALL O FORM I I I I FF200 FR EXPANDING iIL TO LOCAL z j I I 12" I I 12 I I FOAM" (OR EQUAL) AT Q I Q I Q 1 4 1 PLUMBIN6 GORE 4 O I I I I I I z 1 1 I I I I I Az FUEL OAS I ALL PENETRATIONS IN � � Q4 3 w 1 ( I FIRE RATED WALLS AND O 1 j3 1 j3 I p� I j I pa p j EGEND PIPING PENETRATIONS: w W.G. _ �1 v I I� �i p I� W.G. w I I I I FLOORS/CEILINGS. N z I =1 z1 V $I I= x1 v ____ HOT WATER � _ I N I. PROVIDE 'ABESGO r 1 1 1- ISHOWER 1- I I I ASTM E 814, ASTM EPRODUCT S84, m �� Ni �ry SHOWER �I Ni �ry m 1 -� SUPPLY FP200 FR EXPANDIN6 v TUB I TUB 1 FOAM" (OR EQUAL) AT • AND UL 1479 L _-� n--------------- I GOLD WATER ALL PENETRATIONS AT W L.._..5._.._..1._.._.._.I_.._.._.._.._.._. _.._r.._..J.._.._.._.._.._..1.._.. I I - - SUPPLY FL LS AN ILINGS. TJ KITCHEN BATHROOM I BATHROOM 2 LAUNDRY/MUDROOM MEGH. UTILITY I MEGH. I PROVIDE "ABESGO 2.PRODUCT CONFORMS NOTE; KITCHEN BATHROOM I BATHROOM 2 I I FP200 FR EXPANDING TO ASTM E 814,ASTM (HALF BATH ____ OOM G OSET (HALF BATH) LAUNDRY/MUDROOM I ROOM KITCHEN LAUNDRY MECH. Cl. E &4, AND UL 14'7Q _ _ ALL PLUMBING WORK � I I FOAM" (OR EQUAL) AT ___ T T SHALL CONFORM TO I I I ALL PENETRATIONS IN ---�---- -1 7 I LOCAL PLUMBING CODE w I I FIRE RATED WALLS AND ( 2 I I I p I I FLOORS/CEILINGS. p U 0 i 2 I O I I I PRODUCT CONFORMS TO O I I 2 1 I 1 1 1 GLEAN OUT IL 1 Q4 1 Q4 r I ASTM E 814, ASTM E 54, i pr 3 3" FLOOR AS REQ'D I- I I w_ L Q N VERIFY SIZE ED- REGULATOR Q4 AND UL 147a �- fll ul I I 1 I I I .� I •� O O I J 1 HW r 12 1 1 1 2 DRAIN w/ I I I 3 I I 3 Q Q 1 0 _ oo � I I 5" TRAP 1 �/ 3 I I (CLOSED �r z w/ MANU. d� �„I•G• I W.C. I (BELOW 3" FLOOR PROVIDE F.A.I. � �1 �v � �1 I� W.G. v �I I� �I I� v I :� I :3 I LOOP Q� � _ I (SELON DRAIN w/ z1 iy =) =1 :v = v W G d� �I I U =1 (U v� 1 SYSTEM) RANGE ^, - " ISHOWER I- 1 2" i Dom BOILER) 3" TRAP FLOOD RESISTANTry1 I= SHOWER Nj �N m ryl jN ry1 iN DOGI 1 FLOOD RESISTANT cv am W I WASH CONSTRUCTION - �1 '- WASHER �1 CONSTRUCTION m DW WASHER , DW -I I - - WASH I to DRYER - Q 3 2 3 211 ELEVATION (DFE) 1---------1------=----y=---------L'----- '----1 _ -----L-------=J ELEVATION (DFE) G.O. _.._.._.._i.._.._.._.._..L.. _.._.._.._.._.._..G.O. L.._.._.._.._.._.._.._.._.._.._.._.l_.._.._.._I._.._.._.._.._.._..� .._.._. 1.._.._..� ua - G.O. w 1 w GAS SUPPLY v — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — V v Q 4 — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — - I Q NEW VENT 0 4" HOUSE WATER SUPPLY FLOOD RESISTANT c OUTLET MAIN DRAIN G.O. SYSTEM TO STREET CONSTRUCTION ABOVE K FNATER MAIN ELEVATION (DFE) FRGE (DFE) v 411 TO SEPTIC v v TO GAS SYSTEM MAIN FLUME3 I NC it l SER - DRAIN / NA.STE / VENT (r I)NELL I NC) FLUME3 1 NC RISER - SUFFLY (0)NELL I NC) CAS RISER - ([WELL I NC) SCALE: NTS SCALE: NT5 SCALE: N75 z W 0 V LI.1 F- Q PROJECT: JIMENEZ PROVIDE "ABE560 FF200 FR RESIDENCE EXPANDIN6 FOAM (OR EQUAL) 11 4" FRESH AIR VENT AT ALL PENETRATIONS IN FIRE V J `THROUGH ROOF RATED WALLS AND NOTE, k 1 FLOORS/CEILINGS. PRODUCT U ALL FL Q CONFORMS TO ASTM E 4514, CONFORM TO 3 I ASTM E 84, AND UL 14741 LOCAL PLUMBING CODE k ALL PLUMBING # 1 Q v FUEL 6A5 WORK 23900 MAIN ROAD 1 k SHALL CONFORM Q TO LOCAL CUTCHOGUE, NY 11935 I PLUMBIN6 CODE 4 FUEL GAS I NOTE: LEOEND DRAWING TITLE: GARAGE ALL PLUMBIN6 WORK PIPING PENETRATIONS: MEGH GL. SHALL CONFORM TO BATHROOM ____ HOT WATER 1. PROVIDE "ABESGO FP200 FR PLUMBING RISER DIAGRAMS GARAGE BATHROOM GARAGE - MECH. GL, 2 LOCAL PLUMBING CODE MEGH. GL. SUPPLY EXPANDING FOAM (OR EQUAL) r--- _--- I AT ALL PENETRATIONS AT WALLS GAS RISER DIAGRAM AND FLOORS/CEILINGS. GOLD WATER 2.PRODUCT CONFORMS TO ASTM E (X � 1�� HW �--.._.._.._1 SUPPLY w p0 2"� 2"� 0 p� (CLOSED O 814, ASTM E 84, AND UL 147a I 2 1 GLEAN OUT Q4 I LOOP SYSTEM) - w 51 AS REOV u- I I `-'S I -' w PROVIDE "ABE5G0 FP200 FR L VERIFY SIZE 0-j lu I 1 Q Q � -� EXPAND w/ MANU. U EXPANDING FOAM" (OR EQUAL ~ w I I j PROVIDE F.A.I. _ 1 I I I 3 00 Q AT ALL PENETRATIONS IN FIRE PAGE: 5" FLOOR DRAIN [0 < RATED HALLS IL 5" TRAP $I v =1 5 W.G. KI ix Q FLOORS GEIL N65D PRODUCT FLOOD RESISTANT At FLOOD RESISTANT I- I- " I (BELOW GOMBI- 1 I' 1 I= CONFORMS TO ASTM E 514, BOILER CONSTRUCTION tV I �_ cV _� t •V CONSTRUCTION P-101000 I Q �I ASTM E &4, AND UL 14711 ELEVATION (DFE) -I I I m In ELEVATION (DFE) 3" L ---------1 '----------- G.O.1 ---J — — — — — — - v w — - - - - - - - - —�CONSTRUCTION - - - - - Q CONNECT TO V 6A5 SUPPLY WATER SUPPLY � FLOOD RESISTANT � U MAIN DRAIN G.O. SYSTEM DATE: 11/08/23 22 OF 22 HOUSE N L••-••- - .� ELEVATION (DFE) TO HOUSE Q N 4" L70 HOUSE v TO HOUSE r�. Ti tad s f AF FLUME31 NC RISE - IDRA I N / NASTE / VENT (DETAGHE:D C ARAOE) FLUMB I NC RISER - SUFFLY (17)E7AOHED C Ate'AC E) CAS R 15ER - SUFFLY (DETACHED C ARA E) SCALE: NT5 SCALE: NT5 SCALE: NT5