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Home My WebLink About49441-Z �o�QSUFfO Town of Southold 10/12/2024 a y P.O.Box 1179 o _ 53095 Main Rd 4? �a f9 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45655 Date: 10/12/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 815 Longview Ln, Southold SCTM#: 473889 Sec/Block/Lot: 88.-5-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/11/2022 pursuant to which Building Permit No. 49441 dated 6/30/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered front porch,to existing single family dwelling as applied for. The certificate is issued to Patetsios,Peter&Constantin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-0234 9/25/2024 ELECTRICAL CERTIFICATE NO. 49441 9/20/2024 PLUMBERS CERTIFICATION DATED 10/4/2024 obe ham A ho ' ed Signat e *ofSO& o�c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 49441 Date: 06/30/2023 Permission is hereby granted to: Peter Patetsios 212-03 39th Ave Bayside, NY 11361 To: Construct additions and alterations to an existing single-family dwelling as applied for per SCHD approval.Xm_ -nded-10/_10%24o�str_uctural changes to ceconfiure floor plan: Nod additional_sq.uar_e foo�'tags-_ Premises Located at: 815 Longview Ln, Southold, NY 11971 SCTM#88.-5-9 Pursuant to application dated 11/11/2022 and approved by the Building Inspector. To expire on 12/29/2024. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $424.80 CO-ADDITION TO DWELLING $50.00 ELECTRIC $200.00 Total $674.80 Building Inspector TOWN OF SOUTHOLD o�SUFFnc�.�oG �a y� BUILDING DEPARTMENT y = ' TOWN CLERK'S OFFICE "oy • �� 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) i Permit#: 49441 Date: 6/30/2023 Permission is hereby granted to: Patetsios, Peter 212-03 39th Ave Bayside, NY 11361 To: Construct additions and alterations to an existing single family dwelling as applied for per SCHD approval. At premises located at: 815 Longview Ln, Southold SCTM #473889 Sec/Block/Lot# 88.-5-9 Pursuant to application dated 11/11/2022 and approved by the Building Inspector. To expire on 1212912024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $424.80 CO-ADDITION TO DWELLING $50.00 Total: $474.80 Building Inspector i OF SO!/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sear.devlinla'Dtown.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT - TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peter Patetsios Address: 815 Longview Ln city,Southold st: NY zip: 11971 Building Permit#: 49441 Section: 88 Block: 5 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Blue Topaz Electric License No: 48305ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 18 CO Detectors 2 Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 12 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 40 Circuit/40 Used (2) 115Arc Fault Breakers Notes: Addition, Service, HVAC, & Septic Inspector Signature: Date: September 20, 2024 S.Devlin-Cert Electrical Compliance Form Copy ®�UFFOj,��® Town Hall Annex 54375 Main Road �� G'y� Telephone(631)765-1802 P. O. Box 1179 y 2 Southold, NY 11971-0959 v, �nEr D E C � U V -� BUILDING DEPARTMENT OCT - 9 TOWN OF SOUTHOLD 2024 Building Be•Iaartment CERTIFICATION Town e ;::Ouih®;d Date: Building Permit No. 9 LI 1- Owner: (Please print) Plumber: MyA GrAcu M (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1%lead. (Plumbers Signature) Sworn to before me this ay od-00 k 20 L LORI A DEL.ORENZO Notary Public,State of New York No.01 DE6363549 Qualified in sufioitc County Notary Public, f County Commission Expires 08-21-2025 1 pF SOUTyolo * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]] RENTAL REMARKS: eA DATE INSPECTOR -- ` # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION OUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ (k )#4,, o G 1, DATE INSPECTOR ��pF SOUIyo T 1 # TOWN OF SOUTHOLD BUILDING DEPT. °ycourme 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ k]"'FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ]' RENTAL REMARKS: DVogRlo Ole-- -- . apoj)_,e anAZILdej dul" 4v s-I2-VC4(LC , DATE INSPECTOR so * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O /s [ ] RENTAL REMARKS: 4 DATE INSPECTOR ho��OE SOT°� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR : I A) VA v 1 ovabhmoR2 6-1 , 2� bwkA-',- 0�4 DATE INSPECTOR �oOF SOUlh°� 4ggqi # # TOWN OF SOUTHOLD BUILDING DEPT. courrn, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ q--i'NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �Qi ©C lux ,, ln,5uWlo-n a_ c" G� C.oy�,►Z. DATE INSPECTOR �OF SOUT,�,o# . TOWN OF SOUTHOLD BUILDING DEPT. �Tycou �`� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [" ] INSULATION/CAULK I ,NG [ ] FRAMING /STRAPPING [ �NAL A 40(lA- "'�t [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: rl&j 61 r2,ee A 6Q0eVgq P�gQkj �xtAP,�- AeA v ee5 SD 12G2 ��c:�-�►uCo.� G�,�1�'i c�e. I�e�c6C. �c�✓!s iov�S . VI,22�(c.eQ of, 2 t,Ks av Gm4ipi aom o4P. ov, c o. DATE INSPECTOR SOUTyOIo 1 1 1 G I Lon-!) v f a w L-,1 - * ' TOWN OF SOUTHOLD BUILDING DEPT. cOU 631-765-1802 INSPECTION [ .-] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION"2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ -] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION : ] PRE C/O [ ] RENTAL REMARKS: / � I -9 aA 4— �(? 1�d�� -�- p DATE INSPECTOR . P,(631)650-6666, . F.(631).650-'666.7 C(516)"658-0325 . www.tota rch itdcts.com ' T D.D O'OON'NELL ' •- , - � . (� A..R C H I T EC T 'P. C. .. - - i f. todd@tocarchitects.com_ March 5,2024 Town of Southold_ 543.75 Route 25 'Southold,,NY 11971 RE: Pappas.Residence „815 Lorngview Lane ' - Southold„NY-11791 To whom it may concern,' •I Todd O'Connell-have inspected the framing.and'strapping'at the above referenced:property in reference to the.hallway and kitchen charige an'd have'provided an-amended set'of drawings that reflect the in,,., field'changes-and certify that they meet.the requirements of the,2020 N,ew-York State,Residential code. Please accept this letter-as a certification of-the'aforesaid',and-feel free to contact'me with,any questions. - or-concerns,you may have.,. ;, ---- _ � �SID A Very truly yours,. 02.7935 y0 Todd O'Connell,AIA vim`` 7,l��_ _ •'�•, ;%� .� �, -„'\,\ ' ^� `w�£^ "x ~ :@'.c.: a, :;id•': .',a-Q' f:,;�;. .< :.'Yr'o''.'yt.' - ,,•,t n. [ w�'f` 1200 Veterans or Highway, 120 ••. • 11788 GFES INSULATION CERTIFICATION FEB 22,2024 815 LONGVIEW LANE SOUTHOLD WE ARE USE 8"OPEN CELL IN THE CRAWLSPACE auro��S �GUSTAVO FALLAS TEL:631-276-1210 PLEASE FEEL FREE CONTACT US FORANY QUESTION SOUTHAMPTON LICENSEAL.00D149 Y� ♦ a �., lip' Ap k y �l y r t a. 1 1 r i i• e l4 F !, 1 PIK let 77 P(631)650-6666 F(631) 650-6667 C (516) 658 0325 . p FEB -0 wWW,tocarchitects.com- TODD Q'CONNELL - 'P A-R C H I T E C T' P. C. • told tocarchitect's.com' ' February 3,2023' 815 Longview Lane Southold,NY 11791 Please be advised in response to the email date January 61h 2023 the following comments have been addressed accordingly. . - -The"skyplane"diagrams,have been.added to Sheet A.5. -The Gross Floor Area Calculation'has be'errProvided on Sheet A.1 -The septic system filing with Suffolk County is,being prepared by Young and Young Land Surveyor and approval Will be submitted'to the Town of Southold once received.. ; -Contractors information and'-insurance have been provided herein. . Please feel free'to contact this office upon review with any questions or concerns regarding this submission' Respectfully; ED , Todd,O Connell.AIA �T 027g3� �®Vymfrt�t - 1200 Veterans Memorial Highway,Suite 120 Hauppauge, NY 11788 FIELD INSPECTION REPORT TDATE COMMENTS FOUNDATION(IST) ------------------------------------ tt t y oV- FOUNDATION (2ND) 1 z D but ° of .uirAne e5 ROUGHefivroo- FRAMING& Y C y / PLUMBING I om &,' S' U C- Q1 lu"L✓ji- 61 irts ! 2 5alzelGdvec r INSULATION PER N.Y-. M� STATE ENERGY CODE 7��•o� - DU/�SteeC2Iva, S' 141 )), to ✓Ls 1Pcnhtj�W e-e,49jq" /a-K�Caf�s �v maw � �2Uno FINAL (L 4ol /a•�o•a Dl� 2 C.o. ADDITIONAL COMMENTS -�r-- l wt6 w— L - d o z i-L 4 ( 2-3 -f 4,c Ve r -r Se.r J 1 mot, OC ieta m 'd m i - - t ` lopy N 0 z y Nro / i o�oguFFO(��o 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 hqs://www.southoldtomnny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only DD PERMIT NO. I Building Inspector: NOV 1 1 2022 Applications-a;nd,forms,must:_be`filled o'u"t,init.heir.entirety ,applications`will,n'ot;'be accepted.:;1Nh'ere.;the Applicant•is,nofi the oviiner;'an;' BUMD1R�DE". Owner's;'Autfiorization form,(Page 2)shallibe.,completed.' TOWN OF SOUTHOLD Date: /Q 2/ 2 OWNEIT S ,'O.F•PRORERTY: Name: SCTM#1000- Project Address. Phone#: --7/q, Email: Mailing Address 3 ZC ONTACT'�PERSON Name: __�..._...__wT7�. __._M..G:Cod.�✓_�F.(�._..__..___.___._..._______..__.._.._..--__.__..._...-_.-.......______________._._..,___.__....._..____�._____.___.____-_._..__._...w� Mailing Address: /, 0 Phone#: «�Zj�.w..C�50 ..�Q.�C�Q Email0_ DESIGN PROFESSIONAL INFORMATION: Name�,a_Iv71. //.,_-___w._.---._.___.__,__.._—_.____..__..__......___.__,__..�._.._._,_.___..- Mailing Address: W.._...P'.. . . _._w.w �... .. . Phone#: c�3 ��.—��(.r✓tX._........_...._.......___..-_�_.w__._�_ Email_M.��.(_T.�w tONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION.'O`F PROPOSED'CONSTRUCTI'O'N": I ❑New Structure XAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes Mo Will excess fill be removed from premises? ®Yes •❑No r)w f2li� / ryn-04J 5yo •-10 &001t 1 ,°:PROBEnTY IhtEOR�Ap `' e ' ;8 Existing use of property:Single F'am ily � Intended use of property:S.InalG Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 � this property? ❑Yes ®No IF YES, PROVIDE A COPY. ."a, . . rwal is respona zss::<��."._...,..»........,..y,.. .,.",.,,........_.:a�:e_.....,..,.,..w......9 �f„...6.��,0,..,<.'J�......._..._ Ba After t�+eading. r#ie awner/cootractbr/design prat'6lole,#ar,all'dra riag�and stormwater�ssnes as prqvIdsd by ;Cliaptex236 o#;tii'e Towwn Code:APPCiCA PION IS'tME1tEBY.MADE•to`the Building peparEnieat for the is§fiance�of'a BuildingParr qt pursuaiSt tq tfie 8uildln d":Zopie !f `drilinanae p#"the Town of Saa q1¢;Suffolk,County;Newv Ydrli and other appitcabie.Laws,£�rclinan es;or#tegufations;formthe ca sfra tigri,cf iuuildiii s,< ,add�ttlans,alterations or far remDial or dei6601:lun as-herei»described The ap'plicint agrees to comply with ill.applicaiiie lawns,ordinances';building cads,, hnusi»g coi#s anii reguiatibns.antl to adiirit auth0,AZ4 l inspectors'on-preinise"s9and in building(s)for necessary inspiAloas:'Fal4state»Tents niade.heirein are.•' "punishable as a°Cass A.ntisdorneapar;pursuant to'sei°tion 2iq 4 af:tlie tvsinr�Yark State Pena i Lawn Application Submitted By(print name): Maria Pappas ❑Authorized Agent ®Owner Signature of Applicant: ° M Date: I C)I Z 1 2 Z STATE OF NEW YORK) � SS: COUNTY OFI mee(>S ) Maria Pappas being duly sworn, deposes and says that(s)he is the app+i,icant (Name of individual signing contract) above named, (S)he is the Owner (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. Sworn before me this _day of oa ,( , 20225,701100( 00h J, — —Notary Public JACQUELINE GIBSON NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No-OIG16236857 (Where the applicant is not the owner) My Qualified in Queens County Commission ExpiresiO3-07-2023 I, residing at •:i r� do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date ; Print Owner's Name 2 A Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, + 1 A residing at 03 3 C( (Print property owner's name) (Mailing Address) (1 1 1_do hereby authorize (Agent) E c,-tS . to apply on my behalf to the Southold Building Department. is al 2ZL (Owner's Signature) (Date) (Print Owner's Name) g�¢fpt,�C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c, - Town Hall Annex - 54375 Main Road - PO Box 1179 "' rn Southold, New York 11971-0959 �� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownny qov- seandOsoutholdtownn .qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z Company Name: FFog- FC. vi L Electrician's Name: License No.: L12K%O! m Elec. email: �31 U�• Qa'�� QC ��DO• �a� Elec. Phone No: g d ❑1 request an email copy of Certificate of Compliance Elec. Address.: IS3 (Za'jVOMl bY©0/L '�' c1�41 JOB SITE INFORMATION (All Information Required) Name: eck 99a S Address: Lo ple)I4Ptt.�- L Cross Street: �,4W,yA c vi L°w' C/ Phone No.: G p� Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OJF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ONO ORough In 0 Final Do you need a Temp Certificate?: YES O NO Issued On Temp Information: (AII information required) Service Sizeh 0 2 3 Ph Size: 00 A # Meters ( Old Meter# ❑New Service❑Fire ReconnectOFlood ReconnectOService ReconnectDUndergroundOC�verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ',� 14 JX6 zOba� n �-t 4H I PERMIT t4 Address Svvitches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD smokes DW Mini =arbon Micro Generator ` -ombo Cooktop Transfer aC 1 AH Hood Service Amps Have Usec -pedal: omments 5� i S�F9Fot,�c BUILDING DEPARTMENT-Electrical Inspector a s TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 o4h p��. Telephone(631) 765-18 Temporary Certificate # /_5 8S Da comber 2023 Customer Name�RL,10 d,,t ;oS Electrician NamAAA Address WE; Phone 57(o , $lsa . 4.0 3� e-mail e-mail a' pC-C wk0V, coy" Phone �< < �-i z , 0 3 S License# 4 O C- Inc Size DC) A Phase Overhead . Underground #of Meters 1 Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect. Old Meter# Service Reconnected Application,for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9 fro a date above. Authorized by ` \ l PERMIT# 2- l q qL41 Address: ZougUi @w L6t-t� Switches 2 Outlets p G F I's 2- Surface Sconces c— H H's UC Lts Fridge HW I �6 PM9 POOL Fans Mini Fr, , ,WAD Panel : Exhaust Pump . Oven Sump Heater Smokes 3 DW Trnsfmr. Generator Salt Gen. Carbon Micro GrbDis Water Bond Heat Lights � Pucks ERV Inst Hot DeHum Transfer HOTT_UB/SPA Disc Combo Cooktop n/li.nisplit Blowier AC AH • ► .Hood Blower Service Amps 2np Have Used Sub Amps Have Used Comments 1 ?© ; : {t)'J v,T,_te{I k 4t;xAm"W Al J51"tU 1—1 P A NtlR ,}tb__" I-t'C- P.`tr 1.N?f MYt;'S:+Mt <Kd'Is•h u[. e A_'A Y__a tV M V i•1 µi—wr A',' er V r t -t+F r-? ",'. ,, < •r tlC��l* 'm".,y R 4 i19mv-X.M m Elmd TXD sm S..?,NPT Ff CR9471 M Tq .r f 1M' TO Ft. *Kv TIFF gv"FY IS r>RFP'RU AV:PP<FRS KHA;,F'C TiE TITLE COVPc ONl I MF,"9 k,,A('V;Y mun tEWW,4•$t.iURA Ue,TEES HF PE'?#V 1W r 1$; n11;racr,7�- r.;U-r",q� "L'It,F,, C�"`1(,,11 RG'F"^7 is.•N`k FY'to n'3:,,A 'I^M-i!`.�,:r:ill c^,:)Ft?M.7:, " �.,�o fR>i�.+!r 'RFL'TC N£A YAL.. +6:('QPY.{4)+;#'A'f'd 4T;e; INO'ATEib FM,RLYW Slf�d.R OkIY Stiff UFNSFM .JE F.5 .`£."! mY*�n Nft.5 iN`� ap•t• •afri,•jt-i#CF TSPrfk S(CP)3F+OxW 144liE(iK A4f c'RCdf fE'.0 Of!'.'t�.e"dNa Fvn OP S3c fF,i6T+JkFO iB•V 0 Ostramd r Adunve, Rlv srh�sad, N-^sv York II4101 HEALTH DEPARTMENT USE t''�`� tci. 631.72?. 30F fax. 651.72"7.0144 J f'` { admim�uaum�a�nc�frderEn�.com s wlafol OF i;�.;•.«.§,'� .. c7 /Pa � � jHov4ordVi. YovmcT, Lar?d 5v voya. � Ti?vmas G. hlalp�rt, F'rGf I n � w r Dc��taias �. Ada?Tt�, F'rof��oncti �n�lneer 71 DGxrtlesf A. Yl PVC"r 1—md S tE*ttCr _.: 23 �Z✓j � >' caj, - ' SITE DATA W / _ waRaew mnr„ klliA ( ,I,x'..` _.� �'. .c. •_� `�� ROr4�' - ` AREA f 13,75f�SQ. E T. SUBDIVISION-"TERRY WATERS FILED IN THE OFFICE OF THE :,: ,;;,.,. ., •, .__.i g :.: �'g '" Cs to a �� j ,w ;rr CLERK OF SUFFOLK COUNTY ON DEC.29,1958 AS FILE N6.2 9f?:• &.a,r t'.±"".„, & ��rl,._ �.r-'e•t;+.� t^•g°+^7 a.. ��.. �`<�« F;�«+r^.�3r,» F}` �f £.r 'o.� ^n�* C. s ✓ r - s.. _ 4� .� VERTICAL DATUM =NAVD(1988) 7 ' .✓ * DEPTH TO GROUNDWATER 11 \ FT t �� 4 ! f / 4f 172. T}} �ff �rJ✓; �Clf ^ f �x HIGHEST EXPECTED GROUND WATER ELEVATION =1.A 4 {} NUMBER OF BEbROOMS(DESIGN EQUIVALENT} =3 vo r o. TEST HOLE �``' ` s ` By MrC tAt i�EEC SE 2VICE5 MINIMUM RE=Q ABED TIA OWTS CAPACITY =400 GAL DATE!010 2.3{20?3 ,�' �� / c�< ✓ r 500 GAL Et-11 o o' 4a W�' PROVIDED I/A OWTS CAPACITY aAkl�BROWN �0 Utj0 � ` "* o ,�yy Q 1 1-' ` r'. �{�, g>I `� ,l1 / r � / �5 �faro SOS * LEACHING SYSTEM REQUIRED = 300 SFSWA LOAM { C x /� 0 4 i '..if P2 d C (0= \ `�� y mot° /' t;f f: ,ate ��d `� 13 g0., W o t K�. f�� 1, �Cy;d p,�'' LEACHING SYSTEM QED ' 300 SFSWA TE PROM I r �-0, iff 3.0' \� J firr 3,// SPOWNF hl€ f V {ii u \ q L�. �•. '�. ¢ f3. 1 b 4.41 �l/�qt �, �z�„^ F�1.Y V (\"�.a�'e< .� \.,�� VC !'4' SAt ` ✓ <��G O' J� {y. b`� �r ,i v a` r• , w s t�� r (`iv) �`n \+,<1 '�v �`' � V � `' l',a,.. "' �;'e. x"`'`af A `•q '`,• "' -`z ®l '{C•"`' f ' ENGINEER CERTIFICATION Q D` rT70 i•\r j o, J l tr\ h F�" ° erwtq a,•'+Kla;<• Rau �`'�J f 4 3 •S2 b >f / ti c sit';' r,W I HEPrRY CERTIFY THAT THE WATER SUPPLY 5 A TO COAPSE ( )AND/OP SEWAGE DISPOSAL �' `°? `' a t 1 u'� SYS 1 M(S)FOR THIS PROJECT WERE DESIGN BY ME 04 UNDER MY (SW) s t'� ,l s�` Ip f > y z' ,. .f „ ; DIRECTION.BASED UPON A CAREFUL AND THOROUGH STU1bY'0F •SOIL, 6W EL=1.4 10.2' t f �;} ) *'. R' SITE AND GROUNbWATER CONDITIONS,ALL FACTLTTTES.AS PPOPOSEb',\ / ar< f! , wATCR TN / > , > .� � �a � CONFORM TO THE SUFFOLK COUNTY DEPARTMENT�HEALTH SERVICES `. f ` _ CONSTPUCTION STANDARDS IN EFFECT AS OF T H1 DATE TO COARSE «.....,.,,, 170' 1 > !"�` ^ b'""�°. t� Cb F �^,'* t^.. c:. 055 LOW,TSLAMz)DEPTtA TO WAr'R VTEWr.Z W16 9 / �p��f e ✓ � �r .^ AI P ACES&W CL AT 0.0 A 4 tT6}+ F(XPECT4C Qc7t'st;WATE& / 4'J y i z, } f '+ EL-1 R NA S BEEN UT%I.T'E1}f(jR C'Er�TGN KIP"OSE �x .0,` q�' /{ ,rns. `0 '2� �` HOWARD W.YOUNG,"`J.Y.S.LS.NO,45893n P.E.NO,61483 >C i' o $t0897 'N SURVEYOR'SE TIFICATION `� ,*,rya' 's!'.*.t.ri,<,••,"'1c,rg(tytr;..y,•; '.,[wfFei '�`;.n. 1:y.-,ww -pC �'` ,ftt"Ysa. �J t't''1 '`� F •.� ,a,• WE HEREBY CERTIFY TO MAR IA PAPPAS THAT' �4 SiJv�VtY 1 � �T. f C s,,E.4✓} w. ( *_ ( •• fi 2"'ff �.9 ` J x `. t> PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FCJh q 3b StrRst S 1 T§' a>`a M.<.•, j.`,:. da�X ✓. � `�.� �` 1 ADOPTED BY THE NEW YORK STATE ASSOCTATIOY4�& 3PE551IC�NA tiANt� C fC .�"�1 f ,\ t, 'r', y SURVEYORS. n s N, 4 6WVL1f_41q rS � HOWARD W.YOUNG, S.L.S.N 5893 DANIEL A,WEAVER,N.Y.S. �•'..r „ F* ^. .. _.,.,, � �'✓,4'•s:r��.K3 , <, VE N, .S.L.S.NO.5fJ771 - ;.. . R=20.00 SURVEY FOP, f C SANITARY SYI '�". DETAIL i PAP PAS 5 ~ LOT 4 "TERRY WATERS � 4 NOTES FOR atoyviewt, Town of Southold ABANGONTMENT OF SANITARY STRUMJRE.� �r - Suffolk County, New York - c�1 A,BAb71 N1,'�EN I ..PL r f, BVILQINC PERIU'rT SURVEY v EXISTING SYST AAS S}'ALL BE ABANb ^ BY PEMOV"E'1t AU_R`5TM1JP!SEt"JAC;E �� i a WASTES BY A LICEt !,Px WASTE HAVI 7q R�`!1A0kvTN,,T1i� T0s'OF THE ` SMVCT1PE(S;.GA.CKI`T�LIN(WITTs'SUTTr� LF SAN('�Aklb!-RAtf_=l_MATERIA+.ANi) ( E-5EN 3 ;K P{"+.(.I�FP�rLY C�.jb<��}I�E.T�"'••�ii COf1SiTY T•ftX MC1„i bt"t<tCf 1ldlJ0l WE:C+i;�", FIELD SURVEY COMPLETED n . ' FE&.02,2022 A9ANC?ONIAC:17`BY PE v FEB.03,2022 � MA PREPARED E:klSiti�t5 SYSTEMS OVA.Y ALSO RE ARrNDOtl>=-Pr BY REMOV!N1 t; t.PIESIDUAL CLF =CPAIN LINK FENCE NOTES SEWA.&E WAS TES BY A LICENSED HAULEP:•DE'A'!OVING THE;.'.','+ID STRUCTUPCi }> CCv,,} :,-0�_-PETLr M()NUMENT FOUN"5 Record of Revisions 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. 8ACKFTLLI)G'A1ITH SUITABLE SAND AND C^AVE�L MATE&rA,, A.Nti PPO"ER Y Cp =C0%?T'ETE MONUIMEN" SET COMPACTING REVISION CSa�,3 C Iv�'RE'TE SIDEWALK DATE 2,THE:DESIGN ENGINEER,FOJICLEAN USA REPRESENTATIVE,AND SCbHS DF M DRAINAGE INLET BLDG.PERMIT DATA JAN 27,2023 REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING AESANDONMFNT OF SE WER PIPING __...._-�,.-•___-____' ECG' = EfsG�'OF PAVEMENT SCDHS NOIA#1_ MAR. 211 2023 i E ASS c ZA 3 E E3 SENJE^PIPING SHA`_i. RE:'"UT AND CAPPEE)A 5 A m,_A.NS OF N�JIA#2 __._.__. __ __ _.._. SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. ___._._._..._ .�,.. _.__ APR. 17 2i323 ABANDO[IME•NT,THE DEPARTMENT SH,)U:.C^PECONTA'-TEf>FOB'P'J�aTHE:P IF IRON PIPE FOUND 5C(3}iS 1IQZA##2 �__ ___AIR.27 2023 .. r , T, 0H ON z 3-THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A ABANDONMENT REQU PEME�N f S,IF FuTORE coN,5TRUC-4 bd 15 t`6%1TEMPLA .Er FUJICLEAN USA REPRESENTATIVE. IN THE-AV--A OF THE. ABANDONED SEPTTC SV5TEM, PV!7 = PVC FENCE RO =ROOF OVER ___..__._____...__.._ _-� _ _...._..- -____._._..___..___.__ «� 4,AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE CE42TT'FICATION RE'Q'UrR€`D K4`%F = WIRE FENCE � ------ -- --- -- MAINTENANCE:PROVIDER AND PROPERTY OWNER MUST BE;SUBMITTED TO THE T1'+E ARANDONM EPA T O`EXISTING SE�<'>'AGE-D75POSAL SY 5;f.M'''. E 7-HE"R �� = =WOOD FENCE SUFFOLK COUNTY bEPARTMENT OF HEALTH SERVICES(SCbHS)PRIOR TO APPROVAL Or IN PLACE',OR BY REM0 JAL,MUST RE CEP I3 IE`D BY EITHI-P A LICENSFPS DEwSIC�U WSF = WOO*)STAKE FOUND THE IIA OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF PROFE5STC)NAL OP LICENSED CON•TRACT€OP o S!INDICATE^PY THE DEPAPTIME NT 'A:'St = WOOD STAKE SET AO 0 2a AU 60 120 THE SUFFOLK COUNTY SANITARY CODE, ON TNL PCQMIT To CONSTZUCT.FOR PPP JECT5 SL'RVEh BV vijr'3ZCTPAL SCWE fi � {; 1)OF DIRECTION/bISTANCE N - 18 _.._ 202TI DISTPTC T W,THE APP?GPRIATE MUNI!';�AL AGENCY WI T H J'°1Ra$DTCTTON .SOEIIe: � - 4Q 5,ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). SHOULD OULD ALSO RC C O%'—ACID. JOB NO.2022-0016 DWG.2W_0016_bp l OF 2 vw.,.,ntcv mnevn y aai ratan aan.r 1.IM'YflRGN so�%sDM nx S wwy 1,5 RNE'nA43'f3 AND 04 RS H&AR f TC TK ITU CMOANr WvERM'EN7A[hCrw•Y RP#3 LENi»tlG iiLT1f1.�7R`N itv i?T.F+>0.'£C AI.Mdf'TTS rYC ^>9C1d&„r;p'THE EEt—A P, AW,W'TG V V$M Try£:"R9'J!•Re PROp't—LMM'R mi ER:'.Nw re'rfh-3,(1)E. F.:d� `MIS 5UR'vC?'M.�Nt.'T wAP'uc PME IAkD S(fCvFYi3R$IIIK#b$fN.OR t1�",SS8:4*,.RE 4kpld.fKY` 'tg f4DI'RE9 TO flE R l+:k¢'TRCKE 4XX'f,(R.) }3TP�'ATlkl +. ^T+f'R'Nfwe of NC'TRMfSfERR94f Tr Ab(pT,tplq'_WStiP.sF6S1tC OR SU"EQ KNT Cm°:[:; (g,;*.¢L€CA-"iF*E:�(W),%PW rwks(SI a CESSPcOCU(Cp)SWWN kEW q AK ROM e' tD o2�:avaRcnvs laaa t+R nRrR or7rAaN[0 eRpu omERS .. 400 Ostronde;r Avenue, R.iverh00Cf, New York 11,701 tl, tel. 631,12"F.2303 fox. 63(.72"F.OI44 odminmaounner lreerinc�.com SWEET AIR \/ENT CAP M tS 5Y TUF-TITS Howard W. Ycur , Land Surveyor t4" 3' MIN FROM ANr' i?OOR 0R WINI70W) - homcas C. Wolpert, Frofessiov of Engineer Douglos E. Adom<, Frofessionol Enr�Ineer I STORY 9.0'-- 7-15ER6-LA'..55 LOCKlN6 Ponfel A. P**eI aver, Lord Svrvewc�r rRANE DOUSE PVC GOVI`R 3005-RG a k�15ER (5 BEDROOMS) 0% MIN. Mr& SY F'OL`'LOK FEEL=Ia.6�i RIY=13,0 RISERS 4 COVERS lC HEALTH DEPARTMENT USE _ WITH 5AFETY LIDS '..-,_.�.—mot _..._ T __•_i r Aatm � 2; MF'(S £-3Y TUF"-TITS OR. 4" WG � ! ` ,a" pVO � P'R�CA•"" as _ AFFROVED 1 EQUAL r ` .0096 MIN. _, EL=13.5 } RIM=13,3 1 i{ - OR DOME E -12 f i L .4 EL=Il.2t ; 1 A ; GONE-r', GGV�'•. _-------AIR C INE'�---.•1 CIE=IO,�I? .---....._.__...-- .._.-.-_�...--.._.._ i .. Lam_..........- ». ° 3 VENT GONNI=GT 3" PVC PENT LINE EE=IO.��? 2' DIA. FOL 1='YLEN%' TO VENT HOLE IN OATS SEE DETAIL FOR DISTRIBUTION BOX f FROVIUE CLEAN, OUT AT OWTS GO'4PONENTS I'S,e'�'I*oLrLotc I FACE OF SUILDIN6 ' L$15CE7--24 Cie APvrcv rojAf_ PROVIDE END CAE' LEVELIN6 ti=-�vICE LP i AIR LINE TO SLOWER MDL# L-4 M76 El' TUm-TITZ: OR AFPRI O',/EO !:OUAL FOR ALL 500 &AL. I/A OW75 D'ISTR[130TION € 0-\' OUTLET P !PBS, Mr L, CE-N-5 MPG, k3Y F UJIGLEAN USA ��D^T=4.40 SAN!T ARY LE-ACHIN6 'POOL m HYDRAL L 1G PROrILE TOTAL C!- 2 POOLS (,z�c0 SFSWA) � H(G^uErT =�' CTEI'� C!'E E'L=I.� •°v.,^,��...°�..�.�,��rr ^..r✓*✓*,�✓°✓v^.� -�_ NO:-, ALL CONCUi'S BET7w.-nN PANEL AND AT Eh'i TAN<., t-4,e7I~:- TO PREVENT r"7AS' LEA<AGE INTO PANEL. FOR. YN!'!! 1 i IG.�TiG)a' E'li<E: L .E ALAK-!-/ GO'dT!;?OLLE °C MF .` 1�" ENGINEER"S CERTIFICATION Ai Pa,*•, L ti .L#-ROL-{� *I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/QR SEWAGE Q15POSAL -112` VENTILATION PIPE "C Oq �;OL L.Ez I A 1 SYSTEM(5)FOP THIS PROJECT WERE DESIGNED By ME OR UNDER MYn _ n DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY r- SCUM &AE ELE-� B c 13.1�•11 1. . 1'c,i�€�, rk'r(1� SITE AND GROUNDWATER CONDITIONS,ALL FACILITIF ,ASTPe�C?�L, l 4cdtrfg�r€t:Etiirn Chsa€�°hcr �=°;' �`�,r�.E;- �S€I�OPOS�L?}'": — ----�°-IQ � t, CCiF1TRC°i MO'NTET: CONFORM TO THE SUFFOLKCOUNTY DEPARTMENT ELTI-IICE AiT.icrt�h'ti F alart�cta>r=C°Ita€nl 4 r ' y;k /ON 4"xz 2 .'Er...,i ' CONSTRUCTION STANDARDS IN EFFECT AS OF THI �� r., � :<•,`4 i Acrt>bt t'ont�I t Films~aEtl,a,� :I)"mtx:r 127 f` Tf2 ~A ^C� FCiS7 -. x ECIRCULATIJN S(on"Re C hariI-er R LIFT PUMP - ...�' � A• t.1:5irfi<etac�ttC'htmbcr 4 j ISINFECTIRh, ,5 CYLINDER <OPTIONAL) Total%'Olmne �- - 749 (N�?IILATED 41 INLET PI 1 E ( AI4 WEATH*R fs• A(o'w+' • F OUTLET Pig tt'r n • D'-0EC- RESISTANT <./ _ WARD W.Y ''1' �t'-o�} ' I ,� :. `� An 71ro,ic'vildia HO YOUNG,N.Y.S.L.S.NO,4 893n C`. f I'P PE k'ti;Imt Rai 36"a 1 -.�. _4,._ _ LC?Y , THOMAS C.WOLPERT,N.Y.S.P.E.NO.5I483 `" - - ENCLOSURE DOU&LAB E.ADAMS, a c I3aari� l 3T+c l�cttshic Media Pt'C t PI':k'I Fiii in Rat,: ' `' N.'/.S.P.E.NO.8C?897 ti b...4 Acrot i �9eciin PI'!'E: Filli=tl-R34w W 5 FIN. GRADE -.._ !�-EFFLUENT INLET PAFFt J AID LIFT PL"±P Tank _ I;IdI' _. s - �� ( L_ELEG fZ;C fLJPF-I Y J `:-� €-- y _...__._../Pl �.._` rt Lo ,SURVEY FOR Acm,s(diver Pt� ,Ik<C<�_.,(Iron \";0 r"L€-11CLEAN !'iER�/� s" FMinfc0ant t iorali t C ihT3 SI? _IC EJ A PAPPAS 4 �I" C.h.cfrtne Tahle is AIR LINE TO R`mwIRCULATIQU PIPE LOW BAFFLE ,y� 12' AI'? INTAKE" �" - �ELw� r'LOW OPENING <TYP. (CLEANIN'S 0 CNING) B _ Tf IG.AL S LY FL.IIGLEANI ONT5 LOT 44 "TERRY WATERS" PLAN VIEW CONTROL PANEL 4 BLOINER at Sayview, Town of Southold cL N�NHO,_E � � NTH y YO�� 1£3` MANHOLE <TYP}� 18' MANHOLE fTYP}- 7.4' MANHOLE <TYP' —DISINFECTION QIU Suffolk Count CYLINDER TIO!�AL) r New -717 B4J,LLi.1i.f VtL7 PERMIT SURVEY EC7aRIt TYPE iNI,OMIN5 5EtZV1C•E :1 `f ( CONTACT mcrIA i w' U D,GAT"r Coup Tax Ma g T p E)'strict �� } Sect'an +� ELF rk (} Lc! .3 -_ BREA<E;t (5 AN FIELD SURVEY COMPLETED FEB.02,2022 II MAP PREPARED FEB.03,2022 f i 2C f A.C., 10, 6 OFIE. 15 A%1= POOR S'TUP!*LY 5-s" C s t 1 -- I #i -2 A146 W F 6N IN I" PVC CONDUIT Record of Revisions 1 I P:cIRCE1LaTIOr: ``AIN REVISION BATE 4`-4 1. ASSEMr_Y E RI '",- BLDG.PERMIT DATA I a'-3 t a'-2 ° 1 li' F'ANE- ! T IEC, CONL AT BCD}IS p�lC1IX-# _ 3AN. 27,2023 WIR!N6 PER MC-6 §C-0HS N6I 1 #2 __ MAR.21.2€323 l i _ _ APR.17 21J23 ( SCt�HS NC1I�d#2 ... _. .___ 023 - 1 • � - \''-_...____�-,�`'�-•-.__.��._ )�`-AERATIOed ASSEMBLY SECTION A-A VIEW SECTION B-B VIEW �Rc�L:N� S-IE RHOM51.rS MAGIOJ'tt rU..IIGLEAN CCNTRCL AIR BLOWER ACRATOR PANEL, Scale: N.T.S. I/A ONT5 MILL. CEDE-5 MFCa. f3Y rUJIGLEAN U5A ELECTRICAL O> LE-LINE DI, ARAM DWGN2022 0016_bp 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDIPON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE ANI ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR-5 INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRITE COPY. 1 CERTIFICATION()CER CATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR Vh10A1 7F1E SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND TENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND DR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York I1-T tel. 651.727.2505 fax. 651.-127.0144 Nadman®youngengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer 9� Douglas E. Adams, Professional Engineer ��1 W �+c '� E Robert G. Tost, Architect '� Robert 5tromski, Architect / SITE DATA S AREA = 13,750 SQ. FT. ' *SUBDIVISION-"TERRY WATERS"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON DEC.29,1958 AS FILE NO.2901. / VERTICAL DATUM =NAVD(1988) 1k r6, N 0 V 1 1 2022 4/ �. A SPA -19 ENGINEER'S CERTIFICATION +11.24 10.72 ' S` / "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL \ `(/ 11.2 �� 6%; \ SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY �� IPF ryes/ so,� 01 DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 DY OFTFiESOIL, ` / SITE AND GROUNDWATER CONDITIONS,ALL FACILI 5,AS PROPOSED, / �/ 11.s4 SS �79�'�h e^�5 CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F HEALTH SERVICES \ l°s�� c y�o�e \ /' CONSTRUCTION STANDARDS IN EFFECT AS OF S DATE." / �A- 0 ^ Gb 11.9 9Y G 8 0 nth 1pv+e\;G'tia'��r> HOWARD W.YOUNG,N.Y.5,L.S.NO.45893n a THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 +12.26 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 +10.31 Lot 44 9.88 Subdivision- a ',4z FFb�0 �h. `�qg O F .76 A �S 0 1 10.87 tih' QP •+ S �6" 1, I K �e IPF Terry Waters" A �,o'��e�ry`�pNote�> `� SURVEYOR'S CERTIFICATION °!LCo far ° Q Jb\�G \ * +12.32 b// �� a o� Q \ d1�� h WE HEREBY CERTIFY TO M A R I A PAP PASTTHIS SURVEY WAS $ / ,�`!��' tigi ,h�o �� Sib \�r9� PREPARED IN ACCORDANCE WITH THE CODE OF PR CTICE FOR LAND 5URVEY C14C11 `�' Slo / ��Qo° G boa ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND NN:0 SURVEYORS. 1z j'° ° o� �F `'S `�o�.o ��" orb cy OQ, �j00 o J1 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 9J ore^ Q° o� kqc sic, IPF "SQL SURVEY FOR MARIA PAPPAS �.z e/ % LOT 44 "TERRY WATERS" at Bayview, Town of Southold Suffolk County, New York BUILDING PERMIT SURVEY LEGEND o ,mnk4-%mrcy County Tax Map District 1000 Section 88 Block 05 Lot 9 0 0 J FIELD SURVEY COMPLETED FEB.02,2022 a R=20.00' CLF =CHAIN LINK FENCE MAP PREPARED FEB.03,2022 i =36.47' CMF =CONCRETE MONUMENT FOUND CM5 =CONCRETE MONUMENT SET Record of Revisions CSW =CONCRETE SIDEWALK REVISION DATE DI = DRAINAGE INLET EOP =EDGE OF PAVEMENT ~C�� IPF =IRON PIPE FOUND S� OL =ON PROPERTY LINE NPVCF =PVC FENCE p/ RO =ROOF OVER WIF =WIRE FENCE WDF =WOOD FENCE m WSF =WOOD STAKE FOUND W55 =WOOD STAKE SET 40 0 20 40 80 120 • =END OF DIRECTION/DISTANCE Scale: 1" = 40' JOB NO. 2022-0016 DWG. 2022_0016_bp 1 OF 1 HEALTH DEPARTMENT USE 400 Oel ender AVerve,RNerhead,NoH Yark II90I let.691. 2303 fax,601.=DI44 h'�yy aamynH�y{ormgern�IroerNgaom , N SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 01t1�g �4VLNRQ�`j APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE R—C!PL ,LIM sR.Yeyor 7honm 0.wolpe lorpl E^9t^ea ,"Ice E. eP�nto}nl beef Date 9ILY2024 H S Ref No. R�0234 _ v�9ffh eynr W E The sewage dspasal and water supply lacild es at thus lamton ba.e been 01 SITE inspected andror caddied by this Department or other agences and found to be satisfactory FORA MAXIMUM OF a BEDROOMS. AREA=13,750$Q.FT. •SUBDIVISION-TERRY WATERS'FILED IN THE OFFICE OF THE CLERK OF SUFFOLKCOUNTY ON bEC 29.1958 AS FILE N&r. CRA of WaKNEPPER.P.E,CHIEF /]� $ � / Oftl�of stewater R7anagement � C.. V// rs 'r \ r 4J4' / 4• � ?e'er -(y ae,y5 d' o �'' `\ Lot 44 ' W o ,.g >, k W� rt�n� SURVEYOR'S CERTIFICATION `\/ •WEHEREB FY YCEATITO MARIA PAPPAS THATTHISSURVEYWAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS 4. ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND ♦/ Sg, ��v ti� SURVEYORS. OF NEIV �S SANITARY MEASUREMENTS ��-�• o� a`a A I B HOWARD W.YOUN6.RYS.LS.N°.45893 4$g93SJQ- �' yY DANIEL A WEAVER RYS.LS NO.SOM .�' OWTS 19' 22' 03 25' 265' IPI 24' 345' SURVEY FOR ' \ CCO 31.5' 306 MARIA PAPPAS CONC I.S. ZT cauAR LOT 44'TERRY WATERS' at Bayview,Town of Southold el Suffolk County,New York m20.w FINAL SURVEY R L36AT S a T LEGEND can7YrwMrp ao�a 1000 sFmu ee eQA 05 � 9 BRA P BBC ^=886UNBtOCK C1IRB MAPPRWARED OO P AU6.19,2D24 LF �, LINK CMF =CONCRETE MUNNIUNMENNTFoo C REVrnON Record of Revisions DATE �V T ms =CONRd 6:IEMONUMD Or =DRAEWALK INAGE INLfT EOP =EWE OF PAVFMH4r IPF =LtONPIPE FOUIID OL ON PROPERTY 1.11,1E PVCF =PVC FENCE WIF =WIRE FENCE g WDF =WOODFENCE 40 0 20 40 Bo 120 W5F =WOOD STAKE FOUFD wss 2Woo' KE STA5E7 Scale:le=40' END OF DIRECROWDISIrANC E JOB N0.20224I0I D.S.2°22,-OOb�s I OF 1 NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 � ^^^^^^ 113463908 MILLENNIUM CONTRACTORS LLC 36-51 BELL BLVD STE 202 ' BAYSIDE NY 11361 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MILLENNIUM CONTRACTORS LLC TOWN OF SOUTHOLD 36-51 BELL BLVD STE 202 54375 MAIN ROAD BAYSIDE NY 11361 SOUTHHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Q2163 619-6 638509 09/27/2022 TO 09/27/2023 12/21/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2163 619-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. EFTHIMA CATECHIS 1 OF 2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE SUR NCE FUND /v V �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:873179549 \U-26.3 DATE(MMIDD/YYYY) A�H CERTIFICATE OF LIABILITY INSURANCE 1/5/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dimitri S anos Astoria, NY-Kokkoris Ins Services-Hub International Northeast Limited PHONE 516 776-4020 Fv No 5 Bryant Park,4th Floor E-MAIL New York NY 10018 ADDRESS: Dimitri.S anos hubinternational.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Mt.Hawley Insurance Company 37974 INSURED MILLCON-33 INSURER B: Millennium Contractors LLC 36-51 Bell Blvd. Ste 202 INSURER C Bayside NY 11361 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:1351649175 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLTYPE OF INSURANCE 1=SU D POLICY NUMBER MM/DDY EFF MM/DPOLIDIYY XYY LIMITS LTR A X COMMERCIAL GENERAL LIABILITY MGLO194064 8/17/2022 8/17/2023 EACH OCCURRENCE $1,000,000 �OCCUR DAMAGE S(RENTED CLAIMS-MADE PREMISES Ea occurrence) ccurrence) $50,000 X 5,000 MED EXP(Any one person) $Excluded PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY JEC LOC PRODUCTS-COMP/OPAGG $1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY P AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETORIPARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED7 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Town of Southold is included as an additional insured as per written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Main Road AUTHORIZED REPRESENTATIVE Southhold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Am ry'ti," Suffolk County Department of Labor, Licensing & r Consumer Affairs , VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,,NEW YORK 117°88 t' DATE ISSUED: 12/02/2022 No. HI-67856 t ' SUFFOLK COUNTY Home Improvement Contractor License , '~ This-is to certify that Corey Cateeliis doing business.as- Millennium;Contractors.LLC„ having furnished the.re uirements set forth in accoidance with and sub•eet:to;the:= rovisi6ns,of,a Iicable Yaws, rules.and regulations of the County of,Suffolk, State.of New;York:is fiereby licensed sto;conduct business as a-HOME IMPROVEMENT CONTRACTOR, in the•County�of Suff6lk. NOT VALID WITHQUT Restrictions Addid6wif Busifiimes• K DEPARTMENTAL SEAL AND A'CURRENT HIS--Sheet RogWSpaekling; CONSUMER AFFAIRS H18-Flooring;, ; H2-Painting; -ID.CARD H21-Tile Work; r H30-Doors; .. �' H37-Cabinetry S� i �d 1 7 I i s A .l�' ''. e Sall@ t10?0 ione� � ;r w.l� 1p ra -aka}Y.'ZS�J7v3..El�i'r. :t 'i53�5 f f f" 1�BA'� i'uC.S,7�''4Y! :$L'fn�flEv 2�^.5R�3�Yh>A75'+95Y+',"rlKalst Y k�) 1i��F k,,.l� '�,�Jl s` 3� •e`:'-,.G" '::.�•'4 r� �.��7 '`.+;. sr•T \. ...( _��: i8.t� L: �l' z, oaf APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE' 2-Z3 B•P#al�±_1 NEW YORK STATE & TOWN CODES $� o p BY AS REQUIRED AND CONDITIONSQF NOTIFY BUILDING DEPARTMENT AT i 65-1802 8 AM TO 4 PM FOR THE W .1 SOUTHOLO TOWNi fir;{ Aj J FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED SOlITNOLDT0IiVNIN� DA'00 FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, $OUTHOLD TOWN'RtiUST STRAPPING, ELECTRICAL&CAULKING 3. INSULATION R.Y.S.DEC 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O: ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLUMBER CERTIFICATION DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER ELECTRICAL SUPPLY SYSTEM CANNOT INSPECTION REQUIRED EXCEED 2110 OF 1% LEAD. . Must provide Manuals Ae�PLUMBING PLuMsING WASTE D,3 and S as per &`WATER LINES NEW NYS Energy Code TESTING BEFO,FiE COVERING Blower door Fire separation and ductwork required as per testing required. NYS Code RETAIN STORM WATEPI W01OFF VU.gSUANT TO CHAPM!'N OF THE TOViN CODE. Generated by REScheck-Web Software Compliance: Certificate �(J Project Pappas Residence Energy Code: 2018 IECC Location: Southold, New York ,onstruction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 815 Longview Lane �' Todd O'Connell Southold, New York 11791 Todd O'Connell Architects 1200 Veterans Highway suite 120 Hauppauge, NY 11788 6316506666 todd@tocarchitects.com Compliance: Passes using UA trade-off Compliance: 4.3%Better Than Code Maximum UA: 92 Your UA: 88 Maximum SHGC: 0.40 Your SHGC: 0.27 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 Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 500 21.0 0.0 0.047 0.026 24 13 Wall:Wood Frame, 16"D.C. 592 15.0 5.0 0.053 0.060 27 31 Door:Glass Door(over 50%glazing) 15 0.270 0:320 4 5 SHGC: 0.27 Window: Wood Frame 60 0.270 0.320 16 19 SHGC: 0.27 Floor: All-Wood Joist/Truss 503 .,0� 0.0 '0:033 0.047 17 24 Compliance Statement. The proposed building design describ e �gc�rcfs� a building plans,specifications,and other calculations submitted with the permit application.The pro in eSI� ed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the s li ted the REScheck Inspection Checklist. Name-Title ° Sig to Date 0 NA'9 02793'0 Project Title: Pappas Residence Report date: 11/07/22 Data filename: Page 1 of 9 r REScheck Software Version a REScheck-Web Inspection Checklist . Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. r: .Section. r Plans Verified ,Field Verified it Pre-Inspection%Plan Review` Value Value Complies? Comments/Assumptions & Re4JD`. Y 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PRl]l !energy code compliance for the ❑Not Observable !building envelope.Thermal envelope represented on ❑Not Applicable ; construction documents. 103.1, !construction drawings and ❑Complies :Requirement will be met. 103.2, 1 documentation demonstrate ❑Does Not 403.7 !,energy code compliance for ❑Not Observable [PR3]1 Ilighting and mechanic6l systems. Systems serving multiple ''' ❑Not Applicable ; I dwelling units must demonstrate :compliance with the IECC 'Commercial Provisions. 302.1,• Heating and cooling equipment is;, Heating: Heating: 1❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr 1 Btu/hr ;❑Does Not [PR2-]2 on loads calculated per ACCA Cooling: ' Cooling: ' ' ` g 9 ❑Not Observable Manual] or other methods Btu/hr Btu/hr '❑Not Applicable , approved by the code official. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pappas Residence Report date: 11/07/22 Data filename: Page 2 of 9 tSection FoundatiorrTnspection Complies`? Comments/Assumption's , - 3:03.2.1 A protective covering is installed to ;❑Complies ;Requirement will be met. [FO1:1]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable 1❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [F012]2 installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pappas Residence Report date: 11/07/22 Data filename: Page 3 of 9 r ,5ecti'oei:. Plans Verified, " Field.Verified:" , u,i r z r, .;,,. #,. Frae»ing:/Rough-In;lnspection Complies? Comments/Assumptions &''IZeq.ID Ualue" Value' 402.1.1, Glazing U-factor( . , U _ v bli ; g area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 1 ;❑Not Observable ; [FR2]1 ; ;❑Not Applicable I I I I 303.1.3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance ❑Does Not with the NFRC test procedure or - + taken from the default table. ; ` ❑Not Observable go j ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ,: ~, ❑Complies ;Requirement will,be met. [FR23]1 l installed per manufacturer's " �' ❑Does Not j instructions. l-; ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 Ps listed and labeled as meeting .`;`,:, ,s ❑Does-Not AAMA/WDMA/CSA 101/I.S.2/A440 '- x ,�'`�• ., ❑Not Observable ; ^, ;or has infiltration rates per NFRi� u 1400 that do not exceed code °, ., _` - = ❑Not Applicable ; limits. 402.4.:5:'' ,IC-rated recessed lighting fixtures�•, ;` -❑Complies ;Requiremert will be met. [FR16]2• sealed at housing/interior finish i'- p. #❑Does Not and labeled to indicate :52.0 cfm j`P;. .. ❑Not Observable ; leakage at 75 Pa. ; =yo ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12] insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and R,, ❑Not Observable ; ..,.. (return ducts in other portions of ❑Not Applicable ; Ithe building insulated >= R-6 for I diameter>= 3 inches and R-4.2 ! 1 for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter .'❑Complies ;Requirement will be met. [FR13]1 boxes are sealed with i ❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as " a ❑Not Applicable ; applicable. 403:3..5 • Building cavities are not used as ❑Complies :Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ! J ❑Not Observable 1 ❑Not Applicable `403:*::, HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. '[FR17]2 1 above 105°F or chilled fluids ;❑Does Not below 55 °F are insulated to>_R- ! :[:]Not Observable 3. ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. • [FR24]1 (piping. �-4.': � ,,;;, �.' ❑Does Not , J❑Not Observable 1 ❑Not Applicable 40 .:5-:�3' " Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 >_R-3. ;❑Does Not ! . I❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ", , -;,:; ❑Complies ;Requirement will be met. [FR19]2„`� installed on all outdoor air �:•: .:�.�;:;"`� }.` '�"`❑Does Not intakes and exhausts. �� - - _ �� -•- - ❑Not Observable CEINot Applicable 1 High Impact(Tier 1) `2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pappas Residence Report date: 11/07/22 Data filename: Page 4 of 9 Additional Comments/Assumptions: sE 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pappas Residence Report date: 11/07/22 Data filename: Page 5 of 9 Section Plans Verified _ Field Veeified,`t., #, •'.Insulatiori Ins ection Com lies?,% a °Comments/Assuimptions p Value �Value. p &'Req.ID 303.1, !All installed insulation is labeled 10complies ;Requirement will be met. [IN13]2. or the installed R-values € ❑Does Not J , I provided. IFINot Observable #❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- 1❑Complies ;See the Envelope Assemblies 402.2.E I ❑ Wood ;❑ Wood ;❑Does Not :table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable T ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies !Requirement will be met. 402.2.8 !manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the )) v underside of the subfloor, or floor I ❑Not Observable [framing cavity insulation is in ❑Not Applicable ; 1 contact with the top side of sheathing, or continuous insulation is installed on the ;underside of floor framing and _. ;extends from the bottom to the I top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a I R- R- 1❑Complies ;see the Envelope Assemblies 402.2.5, 1 mass wall with at least i/z of the 1❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall I❑ Mass I❑ Mass ❑Not Observable [IN3]1 ;exterior, the exterior insulation ; iJ ;requirement applies (FR10). ;❑ Steel i❑ Steel ;❑Not Applicable ; 1 1 1 303.2 1 Walff� sulation is installed per rt'❑Complies :Requirement will be met. [IN4]1 manufacturer's instructions. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2'" Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pappas Residence Report date: 11/07/22 Data filename: Page 6 of 9 i �Iy Y f s6c,tioii; Plans Verified, Field Verified, ,F.inal,inspection,:Provisions ,omlplies? tomttments/Assumptions' 6i.Reg.ID Value° 'Value: 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, ; ❑ Steel, ❑ Steel E]Not Observable 402.2.6 [FI1]1 ; ;❑Not Applicable I i I I 1 I I 1 I I I I I I I I 303.1.1.1, Ceiling insulation installed per ❑Complies ;Requirement will be met. 3°03.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every I300 ft2. _ ❑Not Observable ❑Not Applicable 402`.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22j2 insulation include baffle adjacent ` ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable I �••: ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies :,Requirement will be met. [FI3]1 insulation >_R-value of the ;❑Does Not adjacent assembly. i r., ;❑Not Observable ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 �ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. 1❑Not Observable ; { ;❑Not Applicable 403.3.3 Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 I determine air leakage with ft2 ft2 ;❑Does Not !either: Rough-in test:Total I 1 I 1 ;leakage measured with a., ;❑Not Observable ; pressure differential of 6.1 inch ❑Not Applicable ' w.g. across the system including the manufacturer's air handler enclosure if installed at time of ,test. Postconstruction test:Total Ileakage measured with a I 1 I 1 I pressure differential of 0.1 inch ;w.g. across the entire system including the manufacturer's air handler enclosure. I I i I 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;,Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air i❑Not Observable handler @ 25 Pa. For rough-in ; ; ; tests,verification may need to ❑Not Applicable Ioccur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies ;Requirement will be met. [F]24]1 I by manufacturer at<=2%of ❑Does Not j design air flow. ; ❑Not Observable 1 ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 installed for control of primary ,, ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ; ❑Not Applicable 403.1.2 Heat pump thermostat installed i ❑Complies :Requirement will be met. [FI10]?' on heat pumps. ;. ❑Does Not • 1 " ❑Not Observable ; ❑Not Applicable 403:5.1' Circulating service hot water ❑Complies ;Requirement will be met. [FI11]z systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: Pappas Residence Report date: 11/07/22 Data filename: Page 7 of 9 Section w; • PlaYns Verified;.;••,`Field'Verified•,." Final lhsjiection°,Provisions. Complies?,-, ,' comments/Apumptions.' &,:Rego®' Value, Value' , ,.. , l l . .. ~.r❑Com lies :Requirement will be met. 4:03.6.1 = All mechanical ventilation system " .,�`� ..: .1 P� � [FI25.]2'•• : fans not part of tested and listed ❑Does Not ; HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table `❑Not Applicable R403.6.1. 4012 •• Hot water boilers supplying heat ;'Lt ❑Complies ;Requirement will be met. [FI26j2through one-or two-pipe heating El Does Not {{{{{{systems have outdoor setback ❑Not Observable control to lower boiler water :'`I ❑Not Applicable ; 'temperature based on outdoor temperature. 403:5.1.1 Heated water circulation systems '° _ ❑Complies ;Requirement will be met. [F.128]2 ,' have a circulation pump.The ': ' ❑Does Not system return pipe is a dedicated []Not Observable ' • ` :+ x ' return pipe or a cold water supply •'".� ., , pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system .: pumps start the pump with signal ifor hot water demand within the occupancy. Controls ' {automatically turn off the pump i Iwhen water is in circulation loop is at set-point temperature and _ `` • ' no demand for hot water exists. 403.5.1.2 i Electric heat trace systems '' ❑Complies ;Requirement will be met. [FI29]?- comply with IEEE 515.1 or UL ❑Does Not �515. Controls automatically ' adjust the energy input to the ; ❑Not Observable heat tracing to mal"ntin the ❑Not Applie e desired water temperature in the piping. ' 403.5:2 i Demand recirculation water ❑Complies ;Requirement will be met. [FI30]2: systems have controls that - ' ❑Does Not manage operation of the pump ❑Not Observable ' and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 1049F. 403:5.4 j Drain water heat recovery units ❑Complies ;Requirement will be met. [,FI31]? itested in accordance with CSA ❑Does Not i B55.1. Potable water-side f pressure loss of drain water heat ❑Not Observable ; ❑Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water ; heat recovery units < 2 psi for I individual units connected to > :,• three or more showers. 404.1 ;90%or more of permanent ;, ❑Complies ;Requirement will be met. [FI6]1 fixtures have high efficacy lamps. , i ❑Does Not ` ❑Not Observable { ❑Not Applicable 404.1.1 ' Fuel gas lighting systems have [ Complies ;Requirement will be met. [F.123,]3 no continuous pilot light. ^ ' ❑Does Not ; ❑Not Observable ❑Not Applicable 401.3' Compliance certificate posted. ❑Complies :Requirement will be met. [FI7]? ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pappas Residence Report date: 11/07/22 Data filename: Page 8 of 9 w :'Section Plans Verified Field Verified ;Final Inspection Provisions. Complies?` -Comments/Assumptions Value_a Value 3033 Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; P ❑Not Applicable Additional Comments/Assumptions: A 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Pappas Residence Report date: 11/07/22 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 21.00 Ductwork (unconditioned spaces): Glass . . . Window 0.27 0.27 Door 4, 0.27 0.27 Cooling Heating System: Cooling System: Water Heater: Name• Date: Comments CLIMATIC, AND OEOCRAPHIG DESIGN CRITERIA = , TABLE R30I.2(I) TO DAMAGE WIND DESIGN SUBJECT N FROM ( R'� H �TE S' �f I I • ' GROUND SPEED d TOPOG SPECIAL WIND SEISMIC a -TODD O'CONNELL SNOW (MPH) RAPHIG WIND BORN DE51ON WEATHERING FR05T LINE TERMITE WINTER ICE FLOOD AIR MEAN ARCHITECT P.C. LOAD EFFEGT5 REGION I DEBRIS CATEGORY q DEPTH 12 DE51ON BARRIER HAZARDS 0 FREEZING ANNUAL k ZONE m f TEMP Q REOUIRED b INDEX I TEMP J �Q TODD O'CONNELL, AIA BOF 3 FT MOD TO FEMA 130vu1t NO NO FROMI MILE @ SEVERE FG HEAVY YES FLOOD 1500 OR 55.4 1200 Veterans Memorial Highway COAST PA EL# E55 uite Hauppauge,NY 11788 ❑ O — MANUAL J DESIGN CRITERIA" P(631)650-6666 IX WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DE51GN TEMPERATURE HIGH TEMPERATURE F(631)650-6667 ELEVATION LATITUDE C 516 658-0325 LU LLI HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE ( ) 5LATE 1L ------ ------ ------ ------ ------ • W�`I-� COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE VELOCITY VELOCITY WET BULB — DIFFERENCE HEATING COOLING �I U --Q TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS ' O AND/OR SPECIFICATIONS ARE IN COMPLIANCE SLATE IN-GROUND WITH THE FOLLOWING: 9 . POOL ��v ` . PATIO �1 1�O 2020 RESIDENTIAL CODE OF NEW YORK STATE 90 \ PUBLICATION NOVEMBER 201c( 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 12-25 FOR MECHANICAL SYSTEMS m Y 2020 RESIDENTIAL GODS OF NEW PORK STATE CHAPTERS 24 FOR FUEL 8 GAS SYSTEMS ry Imo— z # 2020 RESIDENTIAL CODE OF NEW YORK STATE V PROPOSE_ WOOD m CHAPTERS 25-33 FOR PLUMBING SYSTEMS ON STORY ! 28.1 / DECK 5.5 2020 RESIDENTIAL CODE OF NEW YORK STATE z }——— CHAPTERS 54-42 FOR ELECTRICAL SYSTEMS 16.4 I8.1 v ADDITION Z m 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE AS ADOPTED WITH THE 2018 IECC 12.0 wQw F to pwz�N� u. THE PROJECT COMPLIANCE METHOD CHOSEN 15 TOTAL w o STORY UA-ALTERNATIVE AND A RE50HECK HAS BEEN SUBMITTED Q o WITH THESE DRAWINGS. IU132:� w FRAME DWELLINGLU ,�� rI E.I-L.EL. ►-z�= M ry w �=�z V UA OAR. — I � '_0Q- ow() w v '15.33 10.3 tV R—/O �`! 25.4 .VO Qv$0w0ov o o�m ,bwwoz�00�w ZON I NC INFORMATION 4.0 <t I.... .....R/O 1PORGH --Povoa�30 ► -7 Zo >�W~aN�;S �UW TOI�IN O SOUT OLD �N�W° if 1 �aLq'wyZvffi N SECTION: 88 BLOCK: 05 LOT(5): Oil U~w-N z WALKWAY ROPOSED WN o Q o }- R/O PORCH II— W_k)LU o W z ZONE: R_40 REQU I RED EXISTING PROPOSED - O O I LOT AREA 40,000 50.FT. 15,750 5Q.FT. 15,750 5Q.FT. w °=Q W _ ��QQ��noo�os Ll FRONTAGE 150 FT. 110 FT. 110 FT. - _ FRONT YARD 55 FT. _ 3q.8 FT. 57.8 FT. N �: (� k O ��?3 REAR YARD 55 FT. 48.6 FT. 53.q FT. v m x I S 1 DE YARD (MIN) 10 FT. 26 FT. 10.67 FT. X Q k SIDE YARD (AGG) 25 F-r. 55.6 FT. 40.27 FT. BUILDING HEIGHT 35 FT. 16 FT. 16.5 FT III II LOT COVERAOE 20 % 1l."70 % IC1.50% 280-124 NONCONFORMING LOTS � 4-75 .-7J The identical lot was created by deed recorded In the Suffolk County Clerk's 4 office on or before June 50, Ig83, and the lot conformed to the minimum lot requirements) set forth in Bulk Schedule AADI as of the date of lot creation. N 5� 0 06 ' 50 ' ' E ( I O .O O I < z LOT CO I ERAS E CALCULATION ° ° - LONO\/ IE �� LANE ZONE: R-40 SQ. FOOTAGE LOT AREA 13,750 SQ.FT. C.Q.A. CALCULATION EXIST. IST FLOOR 1,525 ZONE: R-40 50. FOOTAGE PROP. IST FLOOR 466 Z tu LOT AREA 15,750 SQ.FT. PROP. R/O PORCH q6 O Z T EXIST. REAR DECK 208 ~ 1- EXIST. IST FLOOR 1,325 EXIST. POOL �I 5(00 V 1 Q . Z PROP. IST FLOOR 466 TOTAL 1,7q I SQ.FT. 11—} TOTAL 2055 SQ.FT. u 0— k)—1 MAXIMUM ALLOWED G.F.A. <z (3 13,750 SQ.FT. -10,000 = 5,750 X12.5Y = 468.75 EXIST. POOL PATIO (N/A) a04 O 11—O �-- 2,100 468.75 - 2,568.75 D- � ALLOWED MAX. LOT COVERAOE 13,750 X 20% = 2,750 50.FT. OL z 3 ° ° w n N O IN z 4 4 z O z to 3 O Q p -� to ,Xti CH't` 'EC f§' r TODD O'CONNELL GENERAL NOTES ARCHITECT P.C. I. CARBON MONOXIDE ALARMS AND CARBON TODD O'CONNELL, AIA MONOXIDE DETECTORS SHALL BE INSTALLED 1200 Veterans Memorial Highway IN BUILDINGS AS REQU I RED IN ACCORDANCE Suite 120 Hauppauge,NY 11788 WITH THE 2020 FIRE CODE OF NYS-SECTION C115.4 (CARBON MONOXIDE DETECTION P(631)650-6666 SYSTEMS) FOR RESIDENTIAL BUILDINGS . F(631)650-6667 INTER-WIRED FIRE/SMOKE AND CARBON C(516)658-0325 MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA -720 AND SEC. R314 Vl r+ AND R315 OF THE 2020 RESIDENTIAL GODS OF NYS SHALL BE INSTALLED IN DWELLING UNITS OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE VICINITY OF THE BEDROOMS. WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, CARBON MONOXIDE DETECTION SHALL BE INSTALLED (� WITHIN THE BEDROOM. 2. ALL ELECTRIC WORK SHALL BE I PERFORMED IN STRICT ACCORDANCE " - WITH THE LATEST EDITION OF THE N.E.G. ALV. WELL. 5.CREATE CRAWL v Y� TOABE VELL RIFIED CONDITIONS FIELD BYETH DIMENSIONS ACCESS WITH O NEW 2"XIO" AGO LEDGER EXIST DECK FOOTING m IN LOCKING TIE NEW FOUNDATION 8 FT6. TO AND FRAMING GENERAL CONTRACTOR AND REPORT �- PANEL N_� p EXI5TIN6 W/ #4 REBAR 0 24" TO REMAIN ANY DISCREPANCIES TO ARCHITECT 1' o 8"xlb" O.G. VERTICAL; MINIMUM OF 2; PRIOR TO START OR CONTINUATION GUT BACK ARID ALTER (V GROUT FILL SOLID (TYPICAL) JOISTS A5 r — — — — — — — — VENT — — — REQUIRED TO OF WORK Z # I - - - - - - — LED6ERTONEW FOUNDATION WALL 4. NO GALV. NAILS OR CONNECTORS IN LEDOEFZ NOTE: I — -L — — — — — — — — — — — — — — — — — — — I p AGQ. LUMBER ARE PERMITTED. ALL --I LAC, TO EXI5T WITH j"41 X 6" LAC, BOLTS I' B.P.— ( FOUNDATION HM6HT CONNECTORS AND FASTENERS FOR ACQ 0 } O.G. 5TA66ERED;TEGO JOISTS TO LEDGER I 26'-q" _8 CHANGE N•I.Fa LUMBER MUST BE STAINLESS STEEL OR v z V41TH ZINC 6ALYAN COATED OR HOT DIPPED I I C/ HOT DIPPED GALVANIZED 0-155. x 5. AS PER SEC. R510 EACH HABITABLE . 8"xib" 1 NEw 2•x1o• F.J. O 16" O.C. ROOM SHALL HAVE AT LEAST ONE o z F G �i OPERABLE WINDOW FOR EMERGENCY w o = EGRESS WITH A MINIMUM CLEAR �FNwoo= v PENT ALIGN TOPS WITH EXISTING O '�= o�_�� NOTE: CONDITIONS DRAWN AND NOTED AS I I B.P. EXISTING ARE TO BE CONFIRMED AT NEW 2"xl0" P.J.0 16"O.G. START OF CON5TRUGTION. ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY OF ANY I ( ALIGN TOPS WITH EXISTING — p OPENING OF 5.7 5Q. FT. (GRADE '�o� TO BE NOTIFIED I I FLOOR OPENINGS SHALL HAVE A 1 EXIST r MINIMUM CLEAR OPENING OF 5.0 SQ. aQ� m I I €X I I FT.). THE MIN. HT. OF OPENINGS TO 3 046$z o w CRAWL SPACE CRAV n BE 24" AND MINIMUM WIDTH TO BE 20" gzup W W ALL EXISTING PLUMBING, I I I LESS EXIST AND THE BOTTOM OF OPENINGS NO * Q `' z as v ELECTRICAL MECHANICAL ETC. THAT N w��Q�i�v°w�� = O INTERFERES WITH NEW WORK TO BE CRAWL SPACE ° ° g F o' I I (3)2"XIO" PLUSH REROUTED, MODIFIED, REMOVED, ETC. AS I —— ——— — HIGHER THAN 3-8 A.F.F. � � Z v H REQUIRED TO ESTABLISH PROPER POINT LOAD ° Q a F w o 6. ALL WOOD POSTS SHALL BE BUILT WORKING CONDITION- VERIFY ALL I I ABOVE UP WITH (2) 2X4'5 NAILED TOGETHER W/ z 7 S)°V a°°�"m CONDITIONS IN FIELD m I I EXIST_IRDER _ _ _ _ _ _ _ _ _ _ IOd NAILS @ 8" O.G. UNLESS OTHERWISE Q o 3 ° cry c1°v 1 NOTED uFo owyoZ-� I I EXISTING �-=W�ww�Q °- N NOTES DOUBLE JOISTS UNDER FOUNDATION ° u N w v I N V I I PARALLEL PARTITIONS ABOVE w TO REMAIN 7. ALL FRAMING SHALL COMPLY WITH 0 U_a w o a u°a THE 2020 RESIDENTIAL CODE OF NYS N o o Q �o ?- 8. ALL EXTERIOR PORCH/DECK/ HT `'W�o °_°~ z < 1 zV0,svv _�'P_z°W p STAIR FRAMING TO BE AGQ 5 W Z 3� I I CRAV��SPACE EXIST �Q�u o 0 3 Ll LUMBER-U.O.N. I i UNEXCAVATED o Q. ALL ELEGTRIG TO REMAIN AND X u MODIFIED TO ACCOMMODATE NEW N I 8 xlb 6" POURED cow- CONSTRUCTION. FINAL ELEGTRIG TO m ANT FOUNDATION WALL 1 n BE DETERMINE IN THE FIELD IOX20 P.GONG. FOOTING N W/(2) #4 REBAR W/2"x4" I I KEYWAY;MIN. 56" BELOw 10. ALL ANCHORS, STRAPPING AND GRADE. (TYPICAL) CONNECTORS AND HARDWARE TO BE I I 1 SIMP50N STRONG TIE OR AN APPROVED 51. — — — —14'-V' — — — — — — MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN INSTRUCTIONS- UNLESS OTHERWISE NOTED - - - - - - - - - - - - - - TIE NEW FOUNDATION FT6. TO 8"xib" EXISTING W/ #4 REBAR ® 24" O.G. VERTICAL; MINIMUM OF 2; 11. ALL ENGINEERED LUMBER TO BE Q p VENT GROUT FILL SOLID (TYPICAL) GLADDED AND SEAL AS REQUIRED � - -- -- TO PROTECT AGAINST THE WEATHER ENVIRONMENT y N DEMOLITION NOTES: 4 z I. REMOVE PARTITIONS SHOWN TO BE REMOVED AS NOTED ON DWGS.- SHORE AS m REQ'D AT LOAD BEARING PARTITIONS Q �Q 2. CONTRACTOR SHALL BE CAREFUL AS TO p 0 NOT DAMAGE EXISTING CONSTRUCTION THAT REMAIN AND SHALL REPAIR ANY OF THESE DAMAGES AS REQUIRED. _ } 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, PLUMBING AND HEATING LINES THAT INTERFERE WITH NEW CONSTRUCTION. FOUNDATION FLAN z i..0- 5GALE: 1/4" = 1'-0" Q Z 1- WALL KEY (1 — EXIST TO BE REMOVED l-1 V Z EXIST TO REMAIN (� NEW WOOD FRAME GN5T l� > �--1 NEW LU-� 0 POURED CONCRETE � �� O ® 4"x4" P05T UNLE55 OTHERWISE O NOTED -1t ® HOLD DOWN AS NOTED , HARD WIRED SMOKE OO DETECTOR W/ BATTERY BACK-UP AS PER SECTION 514 IV Z ® &0 GFM FAN TO EXTERIOR X Q HARD WIRED CARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP Q AS PER SECTION g15.4 CIE DENOTES EGRE55 WINDOW (V C'i O Q z • < 434 AC O Q � � A k-6i"I T E C»T S TODD O'CONNELL GENERAL NOTES ARCHITECT P.C. I. CARBON MONOXIDE ALARMS AND CARBON TODD O'CONNELL, AIA MONOXIDE DETECTORS SHALL BE INSTALLED 1200 Veterans Memorial Highway IN BUILDINGS AS REQU I RED IN ACCORDANCE Suite 120 WITH THE 2020 FIRE CODE OF NYS-SECTION Hauppauge,NY 11788 a15.4 (CARBON MONOXIDE DETECTION P(631)650-6666 SYSTEMS) FOR RESIDENTIAL BUILDINGS . F(631)650-6667 INTER-WIRED FIRE/SMOKE AND CARBON C(516)658-0325 MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA 720 AND SEC. R514 AND R515 OF THE 2020 RESIDENTIAL CODE OF NYS SHALL BE INSTALLED IN DWELLING UNITS OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE VICINITY OF THE BEDROOMS. WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, CARBON MONOXIDE DETECTION SHALL BE INSTALLED (� WITHIN THE BEDROOM. ' 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE N.E.G. 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE m GENERAL CONTRACTOR AND REPORT 2g'-I" ANY DISCREPANCIES TO ARCHITECT t EXIST DECK PRIOR TO START OR CONTINUATION O ALL E'.XISTIN6 PLUMBING, OF WORK # ELECTIRICAL,MECHANICAL, ETC. THAT — Z INTER=ERES WITH NEW WORK TO BE e. 4. NO GALV. NAILS OR CONNECTORS IN REROUTED, MODIFIED, REMOVED, ETC. A5 6'-0" 6'-2" v a p ACQ. LUMBER ARE PERMITTED. ALL -� REQUIRED TO ESTABLISH PROPER _ O O m CONNECTORS AND FASTENERS FOR AGO z (n KORI<IN6 CONDITION- VERIFY ALL g N N ;� LUMBER MUST BE STAINLESS STEEL OR }- CONDITIONS IN FIELD 0 = _ Z WI.G. o STORAGE HOT DIPPED GALVANIZED G-185. 8'-0"G.H. N CLOSET cV v a V 5. AS PER SEC. R510 EACH HABITABLE � EDGER NOTE: p r- i� ROOM SHALL HAVE AT LEAST ONE m W Z i I OPERABLE WINDOW FOR EMERGENCY °w w F S o 0 LA6 TO EXI5T KITH �,v X 6" LA& BOLTS I' ® n n / I O.G. EiTA6GERED;TEGO JOISTS TO LEDGER N � _ p / REMOVE EXISTING WALL EGRESS WITH A MINIMUM CLEAR Q�0°10 W WITH ZING COATED OR HOT DIPPED �`�PROPOSED _ 2¢xba ___ ___-_ 101 m o = OPENING OF 5.7 SQ. FT. (GRADE v o=w o rj 6ALVANIZED O BATH ------ --- ----- FLOOR OPENINGS SHALL HAVE A o�� vo n 8'-O"G.H. ►N- I-_�O'W o M O g_6 II -a EXI5TIN6 EXISTING MINIMUM CLEAR OPENING OF 5.0 5Q. W mQ z N} c - 2$xb8 I j - I I DINING ROOM BEDROOM FT.). THE MIN. HT. OF OPENINGS TO &-o"G.H. 8' o" c.H. BE 24" AND MINI MUM WIDTH TO BE 20" o Z��W f W~ NOTE: CONDITIONS DRAWN AND NOTED AS i- P05T I N EXISTING °-__�z- V EX15TINO ARE TO BE CONFIRMED AT 2gxba TO BEAM 1 m I I LIVING ROOM AND THE BOTTOM OF OPENINGS NO W"'F a i N�o w o = 0 START OF CONSTRUCTION. ARCHITECT 15I I OO HIGHER THAN 5'-&" A.F.F. TO BE: NOTIFIED IMMEDIATELY OF ANY _ (2)2""' — F- 015CR.EPANCIES T LOAD POST 6. ALL WOOD POSTS SHALL BE BUILT Q °w Q� Q�~�z�o NOTE: PROVIDE HOLD DOWN BETWEEN uj „ I BBEA.LIN6 I III TO BEAM uj UP WITH (2) 2X4'S NAILED TOGETHER W// o j w a o Q N FOUNDATION AND FIRST FLOOR AND FLOOR �, I II REMOVE WINDOW - - NOTED <D�w° o?-1 m I I III IOCI NAILS 8 O.G. UNLESS OTHERWISE �'w v TO FLooR N iN I I III PATCH 4 REPAIR u m N f I N # NEW 2"x6" G.J. • 16" O.G. III A5 REQUIRED v oC v§w W v `� V NOTE: ,ANDERSEN 400 SERIES ,u BOLTED TO RAFTERS u «_Y w-m w I 7. ALL FRAMING SHALL COMPLY WITH �o>w=o°-�-Q�� THE 2020 RESIDENTIAL CODE OF NYS w 9�'o�=LL EXISTING �' Q WINDOWS OR EQUAL TO BE INSTALLED KITCHEN �=v N -THIS PROJECT IS TO COMPLY WITH I — — — 8. ALL EXTERIOR PORCH/DECK/ LU _� I = I s� T 5TA I R FRAMING TO BE AGQ _ w Q <ou e � Sawa APPENDIX O T O � '�t e Yt -X SHEET LUMBER-U.O.N. NEW `(ORK STATE RESIDENTIAL CODE p ( PROPOSES I WA S AND�cE uxs q. ALL ELECTRIC TO REMAIN AND -MUST COMFY KITH SECTION AJ8 ,- � BEDR M � — -� I I-AD MODIFIED TO ACCOMMODATE NEW N-ADDITIONS CEILING tT I � I -LEVELA IS 2 ALTERATION AS PER SECTION I ( m �Y I I � o o I � � I EXISTING CONSTRUCTION. FINAL ELECTRIC TO _ BEDROOM BE DETERMINE IN THE FIELD I I GARAGE L �[ _j s I O 10. ALL ANCHORS, STRAPPING AND EXISTING CONNECTORS AND HARDWARE TO BE REMOVE WINDOW B ATH _ I I PATCH REPAIR 8APPVED "G.H• c, MANUFAGTUR)°AND NG TIE TO E�INSTALL�D AS AS REQUIRED (2)2"xe" PER MANUFACTURE WRITTEN tl INSTRUCTIONS- UNLESS OTHERWISE NOTED #5046 #5046 I I o 11. ALL ENGINEERED LUMBER TO BE z I I Q _ r-------------7 _ GLADDED AND SEAL AS REQUIRED I PROPOSED 0 f-------------1 ROOF OVER PORCH TO WEA PROTECTTHER ENVIRONMENT HE L-------------J u N er 7'-10" �'-6" [� ❑ ❑ DEMOLITION NOTES: z I. REMOVE PARTITIONS SHOWN TO BE REMOVED AS NOTED ON DWGS.- SHORE AS m � REQ'D AT LOAD BEARING PARTITIONS Q 2. CONTRACTOR SHALL BE CAREFUL AS TO O Q 17'-0" ol NOT DAMAGE EXISTING CONSTRUCTION THAT REMAIN AND SHALL REPAIR ANY OF THESE DAMAGES AS REQUIRED. _ 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR REMOVE (AS REO'D) ALL EXISTING ELECTRICAL, PLUMB 1 NG AND HEATING LINES THAT INTERFERE WITH NEW CONSTRUCTION. F I R5T FLOOR FLAN z SCALE: 1/4" = I'-O" Q z w WALL KEY ts) — EXIST TO BE REMOVED l-! V �, lU EXIST TO REMAIN '� NEW WOOD FRAME GNST > NEW POURED CONCRETE ■U •U(11 �z O ® 4"x4" POST UNLESS OTHERWISE NOTED O ® HOLD DOWN AS NOTED ,n O J-1 1 O HARD WIRED SMOKE O DETECTOR W/ BATTERY BACK-UP AS PER SECTION 514 IV Z ® 80 GFM FAN TO EXTERIOR 3 a HARD WIRED CARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP Q AS PER SECTION G15.4 CIE DENOTES EGRESS WINDOW n ri Imu (V (V Q j z z Q 0 Q z LU O 0 � Q g'k 11'e"OYE &T S TOIDD O'CONNELL -tLLA,RCHITECT P.C. I , TODD O'CONNELL, AIIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 r,q rC r,t.1,r,f-�F f-rJ-1(l ri r1l r ri I"11 N, J (A ATCH MATCH Z # E < EXIST EXIST ac x < x LU LU z to Lu Lj- LU 0) lu t" JU < tu < z LU z LL LU U 13 0 13 z tu 14 3 cj W IS) -L LU) 0 < cl Lu -A, x < < -j N 0 < LU LU lu()��o z OVERLAP PLYP4000 MIN. 24" EACH DIRECTION <0-cMvrT,56 13 43 Z LU D tL N iL- • m . < '13 z 2"<10' RIr.>\6E' WTH OONT r ZJJS-\/EKr EXISTING F1106ELINE j 'i h IN K AL ION 10 IIT)�r E<16TI EXISTIN6 2"xb" RR 16" O.G.c. U]LU < ......... OC EXIST N REMAIN UNDERNEATH TO EX15TINO FRAMINGSKYLIGHT REMOVE ALL SHINOLES AND PAPER CUT-VENTIN& HOLES i i d 'o INTO ATTIC SPACES— NEK 2"x6m C.T. is 52' D.G. < NEW 2"x8" R.R. 0 16" O.G. NEW 211W P.A. a 1 O.G. \ 1 N tu x IMATCHL NEW VWC.T. ip 52" D.G. EXIST*1 NEW 2"x4' 0.1. 0 160 O.G. ALI :X15T z J 3:1 Wki 2"xb" R.R. a 16' O.G. NEW 2Nxb" R.R 0 161, OZZ, 4H 2'x8* R.R. 0 16, O.G. NEW 2'x6" R.R. 0 1 F- 6" 0 ::�, om ALIC7N EX15T ALION EXIST < x tLi LLI 0 < �Y—u 6 MATCH MATO EX15T EX15T > ROOF FLAN 1U_ SCALE: 1/4" 1'-0" Z1W < <jUz > 0 lu OL 0—1 O OL T— QL OL K pomp Ll La QC v O-r S\ R.R. z ri < K O < < ;'ARCHITEEtS TODD O'CONNELL ARCHITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway T.O. RIDGE _ OVERLAP PLYWOOD ELEV. +14'-4" B Hauppauge, AND BATTEN IN CABLE MIN. 24" EACH DIRECTION Suite NY 11788 P(631)650-6666 5/MATCH .�........�-.. ..- / F(631)650-6667 12 / / C(516)658-0325 FLASHING (TYP) :.. / / / \ Sri � rrri �fTrifitWri .fC�I%! _.. ............ ..._-_..........._...._._....._.._.._._ / FLASFfIN6 (TYP) 1 / BOARD AND BATTEN IN CABLE 2 5/MATCH / p T.O._PLATE MATCH EXIST1 ANDERSEN DOUBLE ........ .................... .... r�Nv_,.....-....__............. . O HUNG WINDOW (TYP) tL IL EXIST 51DIN6 TO MATCH EXISTING Q O RESIDENCE-\ 0Mo M 5" CORNER BOARD N ___._ r TO LL_jBE SELECTED TO MATCH EXIST 12 DECOR. COL . WRAP , • .0. I� FL. (MATCH EXIST _ a E DOOR TO U 1[4L7�]j I H ELEV. +O-O BE BE SEL SEL ECTED NEW FOUNDATION 0ED F1 F=71 F= f BADE N O CRAWL I I I I CULTURED STONE VENEER I z # - - - - - - - - - - VENT - - - - - - - - - - - - - - - - - - - - - - - --I � - - TO BE SELECTED - - - - - - - -� � v z m Wlu 0 NEST ELEVATION ° �W��oo w QFN°f��KU SCALE: 1/4" = I'-O" o o ro S a, } Ull- �OaKw� w Wwvz� �H�n LaASPHALT SHINGLES TO HFAhmH4 _ v w O BE .ELECTED OVER 15# R0105.1.2 ICE BARRIERS °- z- �z V BUILDIN& FELT OVER10 PROVIDE ICE PROTECTION WHICH CONSISTS OF AT LEAST 2 LAYERS OF w=��i m�O w 9 = U I" COX SHEATHING OVER MODIFIED B SHEET TO EXTEND FROM THE LOWEST RED6E5 OF ALL Is`T�z°I z a F°w V F- Qm� L1mL� 2"x8" R.R.•lb" O.G. Q_1� a P x z w z-Qw0 Nnvo 0.' ROOF SURFACES TO A POINT NOT LE55 THAN 24 INCHES INSIDE THE �w w°z p°�p m T.O._RI_D6E 2"XIO" RIDGE W/CONTINUOUS VENT N-�° � ��} " 11 EXTERIOR WALL LINE OF THE BUILDING. z 2 W>w M F z N OVERLAP PLYWOOD T.O. RIDGE _ _ ELEV. +14-4 2 xb G.T.® 52 O.G. 2 xb R.R. ® Ib O.G. ELEV. +14'-4" o o 2"AV NAILER ASPHALT SHINGLE , i`` E w_w w Q N 2"Xb" G.J. 0 I6" O.V. ROOF TO MATCH EXISTING o �' 4x3 ,ALUMINUM GUTTER W/ o>w z o LL K 5x4 ALUMINUM LEADER TO EXISTING RIDGE / LL _ BE SELECTED BY OWNER EXI5TIN6 RAFTER / ` 2 0 th p p��w H�O TG ON I"X6" FA501A BOARD 5/MATCH / -woo } N zp fA W/VI=NTED SOFFIT 12 _,_,_ _....._..__... FLASHING ( ) FLASHING (TYP) z w o tonzLU p w tu _ R-21 BATT INSULATION T.O. MATCH EXIST a Q m o o s La DUMMY RAFTER EXISTING JOISTS EXISTING JOISTS p T.O. PLATE ATGH EXI5T1 TYVEK, HOUSE WRAP OR L, N 0 APPROVED WATER PERM. v jjg SURFACE ON 1/2" COX INSULATE R-15 BATT .......... .... LL _ MATCH EXIST EXIST PLYWOOD SHEATHING ON PROPOSED INSULATION 2"x4" STUDS 0 Ib" O.G. BEDROOM W/ R-15 BATT INSULATION VAULTED CEILING Q7ARAEgE EXISTING L I" RIGID INSULATION KITCHEN RESIDENCE—� _. � 5" CORNER BOARD a'-0"C.H. = MATCH EXIST SIDING TO MATCH EXI57IN6 2"XIO" F.J. 0 16.. O.G. — 0 -----__...._ R-50 BATT INSULATION (!Y" TYPE-X 12 DE i- SIDING TO MATCH CK T.O. F FL. (MATCH EXIST MID SPAN WALLS ANDSHEETR CEILING TO B�ELEG D EXISTING (TYP) LEV. +O-O" BLOCKING T.O. 151 FL. (MATCH EXIST EX15TINO SLAB ELEV. Z PROP, s, CRAWL SPACE GRADE GRADE } p FOUNDATION ON WALL I CULTURED STONE VENEER U�1 TO BE SELECTED IOx20 P.CONG. FOOTING NOTES DOUBLE JOISTS UNDER I — — — — — — — — — — — — — — — — — — — — J — —I Q O W/(2) #4 REBAR W/2"x4" PARALLEL PARTITIONS ABOVE — — — — — KEYWAY;MIN. 56" BELOW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - � Z GRADE. (TYPICAL) m 4 O 5ECTION ASOUTH ELEVATION � SCALE: 1/4 = I -O SCALE: 1/4" = 1'-0" _ Z U— O Zw � v)�z ♦ LU 0 SMATCH - / S/MATGH / O O �2 OL �-- ® ® ® ® ® i A� to 3 ®®®® I - IMtAmo _ I 10.67' 1 N N 0 al Z Z 5KYFLANE NE5T TO EAST 51<YFLANE NORTH TO SOUTH a ° Q W SCALE: 1/4" = I'-O" 50ALE: 1/4" = I'-O" 0 4 v � Ll Ul 0 R C H CY E C T S --TODD O'CONNELL �CH I T E C T P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 ff drc'+ r,r�F r-d f OVERLAP PLYWOOD MIN. 24" EACH DIRECTION T.O. R106E ELEV. +14'-4" 5/MATCH 12 ASPHALT SHINGLE ROOF \-EXIST FLASHING (TYP) TO MATCH EXISTING ............ 7-7� SIVINO TO BE MATCH EXISTINO RESIDENCE -------- ...... T.O. PLATE (MATCH EXIST tu N. < ELEV MAO .......... ........ EX15T LL TCH CREATE CRAHL # ACCESS NITH I . ............ ..... . ........... .................... ................ INSULATED LOCKING PANEL 1.4--------- -0ALV. WELL. Z to T.O. 121 FL. (MATCH EXIST)rK L-Z--j ELEV. +0-0" 2 lu ly 0 GRADE GRADE M -7 o WZ's V v L—EXISTING FRAMED DECK TO BE NEW FOUNDATION CUTBACK AS REOUIREV - - - L=== J - - - - -INoQ0�(fLU� }- < 0 (f LU(L to Z-00 0 LU wWOOZpo tu 6 Z IU Z tTu- EAST ELEVATION z SCALE: 1/4" 1'-0" vp�'no F-ku <110- ffl4o %JLntL6 u 'c' —OZ� N W0 7 to lu so lu LUI-tL M'i-�L MI- ooz< 6- 13 0 )-)t�\3 00 1' ZZ WLUN�O 0 6'3 iz 24- < U1 LU ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT OVER I" COX SHEATHINC,OVER N 2"x8" R.R. 016" O.C. 0 7 , T.O. RIDGE ELEV. +14'-4" 2"X5" R.R. a 161, O.C. T.O. R11DOE 5/MATCH ALIGN WITH EXISTING r-1 EV 414'-4" 4x3 ALUMINUM SUTTER KI :2"x8" R.R. 0 16" O.C. 12 3x4 ALUMINUM LEADER TO ALIGN WITH EXISTING .. .......... BE SELECTED BY OWNER 5/MATCH ASPHALT SHINGLE ROOF ON I NX6" FASCIA BOARD TO MATCH EXISTING 12 LINE OF EXISTINO HIP JAV VENTED SOFFIT --BUILD-OUT NEN CABLE tu Xall G.J. 0 16 U O.C. /-KT.O. PLATE (MATCH EXIST) OVER EXISTIN& HIP ROOF LU ".I...... �� - \ 2---..................... .. ... -.- - z < .................. AS PER PLAN < v ELEV. -0 -21 BATT INSULATION \-2"Xbll O.J. 0 Ibu O.C. lu - 0 /�N T.O.PLATE MATCH EXIST TYVEK HOUSE WRAP OR R-50 BATT INSULATION APPROVED WATER PERM. . 476�-V2-O"SURFACE ON 1/2" CVX EX15T' 0PLYHOOD SHEATHINO ON ATCH PROPOSED PROPOSED cj I 4) 2"x4" STUC* 0, 16" O.C. BATH -21 4EX15T' -0Pq/ R-15 BATT INSULATION BEDROOM ILL VRIOID INSULATION &-0"O.H. VAULTED CEILINO z SIDINO TO MATCH EXISTIN&SIDINO TO MATCH EXISTIN& -2"XIO" F.I.I. a 161, O.C.R-50 BATT INSULATION ..........I ........................... HUNO HINDOPq (TYP)(5)2"XIO" FLUSHT.O. 151 FL. (MATCH EXIST) LINE OF EXISTINO t PqlNr,>OV4 CASINO \Q < ANDERSEN DOUBLEHOUSEFLEV. +0-0" - -.0. P t=L. (MATCH EXIST) fLEV. +0-0"EL. 15.4-6 NOTEI DOUBLE WISTS UNDER PRO.PARALLEL PARTITIONS ABOVE 0 SPACE CAZADEt t5" POURED CONC. ......... EL. 15.46 FOUNDATION KALLCRAVLNEN FOUNDATION CRAVLIOx2O P. CONC. FOOTINOVENTK/(2)04REBARW2"x4"KEYKAY,MIN. 56" BELOH CRAVE. (TYPICAL) O zW 5ECTION 5 NORTH ELEVATIONSCALE: 1/4" P-0" SCALE: C/4" V-0" uOL 0<ZO O OL 3:OLz Z Q ryZ rl 'a 16" ori, r -J�r�MATGH . R-50 B�' INSULATION FFFFF 13 z < O < 0 � Lo HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A OR APPROVED EQUIVALENT AT EVERY A ft C H T S' µ RAFTER TO PLATE CONNECTION BOTH SIDES WHEN TODD O'CONNELLp� ARCHITECT P.C. FTERS DO NOT ALIGN WITH STUDS "F i TO�PD-D O'CONNELL, AIA 1200 Veterans Memorial Highway 51MPSON STRONG-TIE CONNECTOR HURRICANE ONSHORE MANUFACTURED BY HURRICANE TIES MANUFACTURED BY Suite 120 L. #H'7Z TO BE USED WHEN USP CONNECTORS MODEL No. TMU26,TMU2 SIMPSON STRONG-TIE CONNECTORS MODEL Hauppauge,NY 11788 No. H2.5 OR APPROVED EQUIVALENT AT EVERY RAFTER ALIGNS WITH STUD _ OR APPROVED EQUIVALENT AT EVERY P(631)650-6666 / RAFTER TO RIDGE CONNECTION WHEN RAFTER TO BEAM CONNECTION BOTH SIDE USE A MINIMUM OF TWO 8d / ;° \ D RAFTERS DO NOT ALIGN F(631)650-6666 NAILS THIS SIDE WITH A TOTAL OF FOUR INTO RAFTE •i , I HURRICANE ANCHORS MANUFACTURED BY C(516)658-0325 : p R USP CONNECTORS MODEL No. ST22 r.A •1� (rrVgrrzi:a;rrl"f:�if'i:ffi:��t'.ta�"i�'. ROOF RAFTE OR APPROVED EQUIVALENT AT EVERY-,, OF RAFTERS o I RAFTER TO RIDGE CONNECTION t ft �ifi rt�r5ii:,f_Litii DOUBLE TOP PLA I I I WHEN RAFTERS ALIGN � i I ' RID I � STUD PLATE TIES MANUFACTURED BY SIMPSON ROOF RAFTE STRONG-TIE CONNECTORS MODEL No. RSP4 POST GOP MANUFACTURED BY SIMPSON OR APPROVED EQUIVALENT AT EVERY STUD .:; TO PLATE CONNECTION WHEN RAFTERS DO NOT STRONG-TIE CONNECTORS MODEL No. B002-3/6 ALIGN WITH STUD OR APPROVED EQUIVALENT INSTALLED _~ ' AS PER MANUFACTURES SPECIFICATIONS, : � STUDS m 160 O.c'.-/ B I ° ° TWO 8d NAILS DECORATIVE COLUMN COVER ° INTO PLATES bxb GOLU m IGHT 8d NAILS G I /� I COLUMN B T" INTO STUDS I Or- STRAFF I I & DETAIL � o z CROOF STD'AFF I NO DETAIL SCALE: 5/4" = 1'-O" � y SCALE: 5/4" = I'-0" el -1 r^ O � USE SIMPSON Z-MAX OR HMO CONNECTORS z TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/AGO LUMBER. w o P. GONG. SL 1j" MIN WALL STUDS O Ib O.G. " w w f v o 0 . EDGE I I qvv DOUBLE 2X STU DIFFERENCE 51 MP50N HDU5-SD52. LO o ro o HOOKED ANCHOR BOLT COLUMN BASE MANUFACTURED BY a �Z w�Q s= u No OB066 SO52 INSTALLED a s w z'� 'm LU MIN. 12 PENETRATION v AS PER MANUFACTURERS HM v Nz W -V INTO FOUNDATION 4' zz N 0 z V CHOR BOTTOM PLA � '. ' BOLTS AT 3 O� O.C. MAX. L � � . EQUIVALENT c w��z m�O w g _ � ZQwO°= z��° °'�o ,a} RIM Jot ST MIN EMBEDMENT OF 1" P. CONC. CHEEK WALL °Q J~Q a��z o Z.w�woWao��m SEE FLAN,,-' 4 FOROH STfi AFF I NO DETAIL Q o o�° � o M:L z SCALE: 5/4" = 1'-0" N W Q m v U TE- SUB FLOOR NAL L 5TRAPPINO TO BE a° l(z1_ ° z ~ NwZO FLOOR J01 INSTALLED AS PER MANUFACTURES ' O w �'az x O J 5T SPECIFICATION* AND NYS CODE I I a `��'z SILL PLAQx -4� XdQ1-�n0°:L TERMITE SHIEL 16 6a. STRAP TIES MANUFACTURE DX. D _`�z=�3�z BY SIMPSON STRONG-TIE CONNECTORS ° Q FOUNDATION WALL ODEL No. 0516 OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12" SEARINO ON THE STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. i II N "x3"An STL. BEARING PLATE MANUFACTURED } BY 51MFWN STRONG-TIE CONNECTORS MODEL No. LBPSIi OR APPROVED EQUIVALENT � �NGf�Ofi� BOLT D�T�I L [GAL S/e"xl2" HOOKED ANCHOR BOLT - 6 3'-O" O.G. - W/ 7" MIN. EMBEDMENT INTO CONCRETE - WITHIN 6-12" OF EACH END OF PLATE USE SIMP50N Z-MAX OR HDO CONNECTORS 1=0U CATION STR, FID I NO DETAIL T F WINCREASE CORROSION T FOR ALL HARDARE IN CONNEONNE ANCE CTIONION W/ A00 LUMBER. SCALE: 5/4" = 1'-0" w z WHEN NOT ALIGNED WITH RAFTER, Q CONNECT KING STUDS TO TOP PLATE, SEE ROOF STRAPPING DETAIL WRAP V4" GALS. 20 SA. COIL STRAP STfiz ' 'I NO D T I L (L VER TOP OF TOP PLATE 4 NAIL ROOF FRAMING O m CRIPPLE N Q tV STUDS DOUBLE TOP PLATE 3# AVER HIP CORNER PLATES MANUFACTURED HIP CORNER PLATES MANUFACTURED JACK BY SIMPSON STRONG-TIE CONNECTORS BY SIMPSON 5TRONS-TIE CONNECTORS STUD MODEL No. HCP2 FOR 2x MEMBERS MODEL No. HRCI 81 IPOR 2x MEMBERS AND No. HGP4 FOR 4x MEMBERS OR OR APPROVED EQUIVALENTAS FULL LENGTH AP IN O — PROVED EQUIVALENT INSTALLED AS STALLED ALL STUDS MANUFACTURES SPECIFICATION MANUFACTURES SPECIFICATIONS- — Z W FRAMED OPENING FOR NEW \-HIP ° ° t WINDOW OR EXTERIOR DOOR OUBLE TOP PLATE ° ° ^ — ° ° FRAMING <LU7- > — IP RAFTER tu -7 I NOTE: UPLIFT CONNECTION 15 REQUIRED 1n NO UPLIFT INECTORS I I I AT EACH END OF THE HEADER AND AT REQUIRED TI5 AREA I I I BOTTOM OF HEADER STUDS IN ADDITION H I F STRAFF I NO DETA I L iJL V 1 TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES. z SCALE: 5/4" = 1'-0" K Ll 6 CO. STRAP TIES MANUFACTURED Qtu BY SIMPSON 5TRONG-TIE CONVECTORS USE SIMPSON Z-MAX OR HDO CONNECTORS MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE t�`I (�V Q STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION z AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. UAL I =T CONNECTOR DETAIL >L ° tu 4 z Q 4 SCALE: 5/4" = 1'-0" O Q Q ;A. RCHI'TECTS -TODD O'CONNELL ARCH ITECT P.C. t FINISH TO BE SELECTED 4" CONCRETE 5LA5 MI/ TO D D O'C O N N E L L, A 1 A W105.1 2 ICE BARRIERS 6"xb" 10/10 WWM 1200 Veterans Memorial Highway PROVIDE ICE PROTECTION WHICH AT LEAST 2 COMPACT(RAVEL FILL 'RAFT-R-MATE" ATTIC Suite 120 CONSISTS OF LAYERS OF AT LEAST 2 RAFTER VENT AS MANUF• Hauppauge,NY 11788 CEMENTED TOOETHER OR A PITCH SLAB BY OWENS GORNI SELF-ADHERING POLYMER P(631)650-6666 MODIFIED BITUMEN SHEET TO 650-6667 EXTEND FROM THE LOWEST F(631) 12 �'• ED6E5 OF ALL ROOF SURFACE'S •• _ _ -p,5, C(516)658-0325 �. 4/ TO A POINT NOT LESS THAN 24 f _ - MATCH CULTURED STONE FACE INCHES INSIDE THE EXTERIOR rACr,!Crt,;'t7(:r;1"f�a�i:( C.IT:onF,i EXIST TO BE SELECTED O o0000 0 0�0 tr( ± :(,r.Fr'�( i;:rr WALL LINE OF THE BUILDINO. 0 0°Q 0 � O \` 0 ASPHALT SHIN6LE-5 TO MATCHOo 00 EXIST 00 0 00 00 0 OVER 15# BUILDING FELT R-21 BATT INSULATION — III- I 2x8 R.R. o Ib" O.G. COMPACT FILL T•: . FINISHED GRADE . 1/2' COX PLYWOOD SHEATH INO / \ , 12„ POURED CONCRETE �• Py VENTED VINYL SOFFIT FOUNDATION ALUMINUM DRIP EDGE - o �d 12 ., 2"Xb" FASCIA M� 7v 1,J Z I/2' SHEET ROCK � (2) #4 RE-BAR 4/ 2x6 G.J. • I6 O.G. 12d GLUE SHANK NAILS TYPICAL MATCH ALUMINUM CUTTER FOR 3 FROM EACH SIDE ilb" O.H.—To BE SELECTED G 01 HURRICANE ANCHORS MANUFACTUREDVF I BY SIMPSON STRONG-TIE I'-12" / m CONNECTORS MODEL No. H2SA OR Ix8 FRIEZE BOARD APPROVED EQUIVALENT AT EVERY T"' RAFTER TO PLATE CONNECTION BOTH R-15 BATT INSULATION O SIDES # 2x4 STUDS o 16" O.G. z /2" GDX PLYWOOD SHEATHING Gt—E TYVEK HOUSE WRAP I o t o t , -� IN RIGID INSULATION /` t ` ff j l Z ASPHALT SHINGLE TO MATCH EXISTING IL ON 15# FELT OVER 1/2" COX PLYWOOD SHEATHI ... SI HURRICANE GLI - t \ o ly IU 4"x5" ALUMINUM CUTTERS TO MATCH w ku w Y ~ O o CL -1 TO " RIGID INSULATION w v EXISTING CONNECTED TO EXISTING DRAINAGE SYSTEM ;. \ � O� �� R-15 BATT INSULATION O Q a w 1/2" GYPSUM WALL BOA 2x4 STUDS O Ib O.G. JOIST• 16" O.G. W/R-21 F z w tL i Ca 2"xb" CEILING zwv=zuwoFN (A tL BATT INSUL. 3 w W o O Z 0 W TRIM TO SELECT /2" GDX PLYWOOD SHEATHING ASPHALT SHINOLE5 TO - m M"P Q N Z p P u BE SELECTED OVER 15# " w:" 2"xb" ROOF o?=T j v w w V 5/4 PLYWOOD SUBFLOOR I"xb FASCIA -'z 3 `� SIDING TO MATCH EXIST. I 13UILDINO FELT RAFTER o 16 O.G. W/ w- 4-�p w o W V VER TYVEK HOUSE WRAP r R-21 BATT INSUL. w��Qu=i�vpm►_`a = O /2" COX PLYWOOD 5HEATHIN6 12" VINYL SOFFIT W/ 2x10 F.J. O 16" O.G. \ 2x6 R.R. O 16" O.G. CONTINUOUS VENT ION HURRICANE ANCHORS MANUFACTURED BY z w w p z o p AL ;-: Q��pNpp�o a} SIMP50N 5TRONG-TIE CONNECTORS MODEL r< v w O m R-50 BATT INSULATION i No. H25A OR APPROVED EQUIVALENT AT GROWN MOULDING z wW z ° 1- 2xb AGQ SILL PLATE SIDES RY RAFTER TO PLATE CONNECTION BOTH " f Q o w i•'', i o �w p Q Ui v 2 x4 WOOD FRAMED WALL `�%`.W/R-15 GATT. INSULATION p�o �w�wwaQ a N TERMITE SHEILD 4 SILL INSULATION 2x6 SOFFIT FRAMING I/2' COX m N 43, B • I6" O.G. wryO> wO �pa0.'� 1000 I/2"xl2" HOOKED ANCHOR OLT \ ALUMNIUM DRIP EDGE SHEAT1 I A. 0 V-O" O.G. FASCIA TO u p m U = IN RIGID INSULATION `. m Q O z dJ v MASTIC DAMPROFFINC, MATCH EXIST SIDING TO BE w X SELECTED z d. O VER W ALUMINUM GUTTER TYVEK BUILDN6 WRAP M w� � a. FINISHED 6RPrDE TO MATCH EXIST �)= DE TAIL `ETA(L O S L� III I .0. I 8" P.GONG. FOUNDATION WALL SCALE: I" = i'-O" V 2" P. CONC. RAT SLAB PROVIDE 2) 2x6 GIRDER EXPANSION JOINT AT WALL 10" COLUMN WRAP W/ 2x4 KEYWAY 4"X4" ACO POST " 1Ox20 P. GONG, SPREAD FTC. b 8 .A b MIN 56" BELOW GRADE m ,4 ° REBAR MIN. 5" CONG. COVER . . if W c ., A a4 } N 20" Q 11 z METAI LmCc�\�NALL 4" FRESH AIR VENT �D SCALE: 5/4" = 1'-O" J`THROUGH ROOF 0 I P3I03.1 ROOF EXTENSION I OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE 3u TERMINATED NOT LESS THAN&INCHES ABOVE THE ROOF OR 6 INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATER WHERE A ROOF 15 TO BE USED FOR I ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT 1 PIPES SHALL TERMINATE NOT LESS THAN•1 FEET ABOVE THE ROOF. PROPOSED 511 p3103.2 FROST CLOSURE 2 u WHERE THE 47.5 PERCENT VALUE FOR OUTSIDE DESIGN BATHROOM -- r TEMPERATURE IS O'F OR LESS,VENT EXTENSIONS THROUGH A SHOWER 1 ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN _ 1 DIAMETER ANY INCREASE IN THE SIZE OF THE VENT SHALL BE r MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE OF THE BOIL ID N6 I lu'I ' I I O — I zW SIZE LOF 32TRAP5 FOR PLUMBING FIXTURES 211 I 1 - TRAP 5IZE 1 I 1211 ' PLUMBING FIXTURE MINIMM _ (INCHES) I I/2n BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR I I/2 1=1R5T WHIRLPOOL ATTAGNMENTS) BIDET 11/4 FLOOR 1 Q CLOTHES WASHER STANDPIPE 2 0 I Z DISHWASHER ON SEPARATE TRAP 1 1/2 FLOOR DRAIN 2 KITCHEN SINK(ONE OR TWO TRAPS,WITH OR �\ WITHOUT DISHWASHER Al.FOOD WASTE DISPOSER) I I/2 3u LAUNDRY TUB ONE OR MORE MPARTMENTS 1 1/2 GRADE n LAVATORY 1 1/4 ■if/� SHOWER(BASED ON THE TOTAL FLOW RATE HWH tu O THROUGH SHOWERHEAD°'AND BODYSPRAYS) FLOW RATE, 5.1 GPM AND LESS 1 I/2 MORE THAN 2-GPM UP TO 12. GPM 2 1 O O MORE THAN 2.3 GPM UP TO 25b GPM 4 j OL CONNECT TO EXISTING WASTE Z Q3 Q FL.UME3 1 NO R 15ER D I AORAMtu Q SCALE: 1/411 = 1'-01" cv cv N N O z z Q +y d # o lu � z m < Q �i Q � IQ TABLE R602.3(5) SIZE, HEIGHT AND SPAG I NO OF WOOD STUDS '2 BEARING WALLS NON-BEARING WALL5 - TABLE R602.3(i) TABLE R602.3(1) '�s .�• FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM 5PAGING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY A lk'C H"I'T E CT Sro ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER 0,bA SPACING AND LOCATION ITEMDESCRIPTION OF BUILDING ELEMENTS OF FASTENER ob,c STUD 51ZE INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED TODD O'CONNELL ROOF (EIr OE5� 5UPPoRTS`° (INCHES) }{EIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE 5UPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT ARCHITECT P.C. 4-6d BOX(2 J"XO.I13") OR WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD (INCHES) ES) ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC, ASSEMBLY (INCHES) HEIGHT g (INCHES) (FEET) g (FEET) I BLOCKING BETWEEN GEILIN5 JOISTS OR RAFTERS 3-56 COMMON(2 Y2"XO.131");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] TO TOP PLATE 3-IOd BOX(2Y2"XO.12a");OR TODD O'CONNELL AIA 3-3"XO.131" NAILS bd COMMON 2"X0.113" NAIL SUBFLOOR,WALL f 30 3/e" ad COMMON(2 Y42"XO.13I")NAIL(roof);or RSRS-O 6 12 1200 Veterans Memorial Highway (2 5/" X 0.113")nail roof Suite 120 4-5d BOX(2 J"XO.1139 OR ad COMMON NAIL(2 Y2"XO.131");or R5R5-01; P Hauppauge,NY 11788 CEILING JOISTS To TOP PLATE 3-5d COMMON(2 Y2Y2"XO.I31");OR PER JOIST,TOE NAIL 31 %2" - I (2 s/a"X 0.115") noll (roof) 6 12 3-10d BOX(2 "xo.l2a");OR 2 F(631)650-6666 3-3"X0.131' NAILS 32 I Ye" - 14" ad(2 Y2"XO.131")DEFORMED NAIL loci COMMON(3"X0.145")NAIL;OR b 12 631 650-666 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"XO.125")OR OTHER WALL SHEATHING 3 LAPS OVER PARTITIONS 3-16d COMMON(3 Y2"X0.1629;OR PAGE NAIL 1)�"GALVANIZED ROOFING NAIL,7(6° HEAD (see Section R&O2.52 and Table b02S2) 4-3"XO.131"NAILS 33 �"STRUCTURAL CELLULOSIC FIBERBOARD 3 6 (516)658-0325 SHEATHING DIAMETER,OR I Y4"LONG Ib ga.STAPLE WITH 7f6"or I"GROWN 2X4 10 24c, 16� 24 10 __ CEILING JOIST ATTACHED TO PARALLEL RAFTER 1 5/a"GALVANIZED ROOFING NAIL,xb" HEAD 2X6 10 24 24 16 24 20 24 (' { i(;{(-,f;I'rj�jAC•,{;�T,rrjxj 4 TABLE R802.5.2 34 2'42"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR 1 Y2"LONG I6 a STAPLE HITH 3 6 (HEEL JOINT)(see Section Ra02.5.2.and Table Rb02.5.2) FACE NAIL 5HEATHING 7(b"OR I"GROWN g FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm d I)�"GALVANIZED ROOFING NAIL;STAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALL5 SHALL BE SHEATHED ON NOT LESS THAN ONE B H 4-IOd BOX(3"XO.12b")OR 35 Y2"&YP5UM SHEATHING GALVANIZED, I Y2"LONG;I Y4"SCREWS, 1 SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X 2090. 3-lod COMMON 0 Ys"XO.14a");OR TYPE W OR 5 5 RIDGE STRAP TO RAFTER 4-3"XO.131" NAILS FACE NAIL EACH RAFTER ci 1 s/4'GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 36 S/e°GYPSUM SHEATHING GALVANIZED, I s/e"5CRENS,TYPE W OR 5 T b. SHALL NOT BE USED IN EXTERIOR WALLS COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 52 FEET THE WALL STUDS SHALL BE INCREASED TO 3-I6d BOX NAILS(3 �"XO.135")OR 2 TOE NAILS ON ONE SIDE WOOD STRUCTRRAL PANELS 3-IOd COMMON NAILS(3"XO.I4a");OR AND I TOE NAIL ON OPPOSITE 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. <. RAFTER OR ROOF TRUSS TO PLATE 51DE OF EACH RAFTER OR 31 a/a"AND LESS bd DEFORMED(2"X0.120")NAIL;OR 6 12 6 4-IOd BOX(3"X0.12a");OR TRUSS ad COMMON(2 Y2"XO.131")NAIL 4-3'XO.I31" NAILS 1 ad COMMON(2"XO.131") NAIL;OR TABLE R602.10.4- BRAG I NO METHODS 36 Ya" - I" b 12 >4-I6d(3 j"X0.135")OR ad DEFORMED(2}21,xo.I20")NAIL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 3-I0d COMMON(3°xo.148');OR CONNECTION CRITERIA I 4-I0d BOX(3"X0.12a");OR 6 12 TABLE R301.7 T ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR FOR SI: I Inch = 25.4 mm I Foot = 3048 mm I MILE PER HOUR DEFORMED m/s;12kslxOb.bgS MPa r To 3q I Ya - I Y4 - FASTENERS SPACING ( . IOd COMMON(3'X0.14a") NAIL;OR METHODS, MATERIAL MINIMUM THIGKESS FIGURE 4-16d B x NAILS EXTERIOR SHEATHING PER STRUCTURAL MEMBER ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-Ibd BOX(3 "X0.135")OR ALLOWABLE 2-I6d COMMON(3}�"X0.162");OR TOE NAIL TABLE RbO2.3(3) 6 EDGES 12 FIELD DEFLECTION 3-IOd BOX(3"X0.125");OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING GS-WSP 3-3"XO.131"NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: b0 K5I FOR SHANK DIAMETER OF O.Ie12 INCH(20d CONTINUOUSLY SHEATHED g/SuF1 n ni RAFTERS HAVING SLOPES GREATER THAN 5/12 L/150 HALL COMMON NAIL),q0 K51 FOR SHANK DIAMETERS LARGER THAN 0,142 INCH BUT NOT LARGER THAN 0.117 INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR 5HEATHING PER WITH NO FIN15HED CEILING ATTACHED TO IY� ibd COMMON(3)�"X0.162") 24"O.G.FACE NAIL DIAMETERS OF 0.142 INCH OR LESS. TABLE R602.3(1)or R602.3(2) VARIES BY FASTENER RAFTERS b.STAPLES ARE Ib GAGE WIRE AND HAVE A MINIMUM-1/16-INCH ON DIAMETER GROWN WIDTH. b STUD TO STUD(NOT AT BRACED WALL PANELS) c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 4a INCHES OR GREATER. INTERIOR WALLS AND PARTITIONS H/00 Ib' O.G.FACE NAIL d.FOUR-FOOT BY a-FOOT OR 4-FOOT$Y q-FOOT PANELS SHALL BE APPLIED VERTICALLY. 2 3"XO.131")NAILS e. SPACING OF FASTENERS NOT INCLUDED IN TH15 TABLE SHALL BE BASED ON TABLE R&02.5(2). FLOORS P.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATHING TO W C5-0bc L/360 H # I6d BOX(3 Y2"XO.I3S");OR 12"O.G.FACE NAIL GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED CEILING WITH BRITTLE FINISHES (INCLUDING Z STUD TO STUD AND ABUTTING PAVES AT INTERSECTING WALL 3"X0.131" NAILS 3 SEE METHOD G5-WSP SEE METHOD GS-WSP L/360 Q q NAILS FOR ATTACHING PANEL ROOF 5HEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 4b INCH 1V WOOD STRUCTURAL PANEL /8 PLASTER AND STUCCO) H CORNERS(AT BRACED WALL PANELS) Ibd COMMON(3)�"X0.162") 16" O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES I N CENTER TO GABLE END WALL FRAMING. Z ADJACENT TO GARAGE -J g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 13g6 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING OPENINGS CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 --� (9d COMMON(3)4"XO.162") 16"O.G.EACH EDGE FACE NAIL SHALL CONFORM TO A5TM C 20a. GYPSUM BOARD) 10 h.SPACING OF FA5TENER5 ON FLOOR SHEATHING EDGE5 APPLIES TO PANEL EDGE5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED Q z BUILT-UP HEADER(2"TO 2" HEADER WITH Y2" SPACER) W Q Ibd BOX(3 Y2"X0.135") 12' O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.5PAGING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES z ALL OTHER STRUCTURAL MEMBERS L/240 }- SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGE5 PERPENDICULAR TO W V Z 5-6d BOX(2 Y2"X0.113");OR THE FRAMING MEMBER5 NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROV1510145 OF TH15 CODE. FLOOR PERIMETER SHALL BE EXTERIOR WALLS - WIND LOADo WITH PLASTER OR H/360 11 CONTINUOUS HEADER TO STUD 4-ad COMMON(2 Y2'XO.131");OR TOE NAIL SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. � CS-PF STUCCO FINISHES 4-I0d BOX(3"XO.125" I WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS O CONTINUOUSLY SHEATHED SEE SECTION R602.10.6.4 SEE SECTION R602.1Ob.4 ON ONE 51DE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH TH15 SCHEDULE.THE TOE NAIL ON Z PORTAL FRAME EXTERIOR HALLS - WIND LOADSa WITH OTHER H/240 M w p I= o THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. m "�w V,V IL Ibd COMMON(3 Y2"X0.162") I6"O.G.FADE NAIL F BRITTLE FINISHES p f z z 12 TOP PLATE TO TOP PLATE 10d BOX(3"X0.125");OR Q w LU T F U O O 3"XO.131")NAILS 12"O.G.FACE NAIL EXTERIOR WALLS - WIND LOAD5a WITH FLEXIBLE H/120d Q F kn o f= K~ TABLE Ra02.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES v 0) " longX 0.12 dia. d Two-! w o FINISHES. w F m v w��' b-I6d COMMON(3 I"XO.162");OR FACE NAIL ON EACH SIDE OF ab c d.e,f,ah (for Y2" thick sheathin ) O �v O FROM WIND (ASD) (POUNDS PER CONNECTION) d y2 or 25/32" for 1 s/4" longX 0.12 d,. O N 0-I� Q �- 12-I6d BOX(3 Y2'XQ.IsS");OR END JOINT(MINIMUM 24"LAP G5-5FB thic gJ 3"EDGE5 b"FIELD LINTELS SUPPORTING MASONRY VENEER WALLS L/600 m Q it w a 13 DOUBLE TOP PLATE SPLICE 12-IOd BOX(3"X0.125");OR SPLICE LENGTH EACH SIDE OF EXP05URE 5 CONTINUOUSLY SHEATHED maximuPi'i I6" Fgalvanized zed roofing ails oartad common NOTE: L=SPAN LENGTH ~Hvi,-~KL�0Z w 0X o�L~D 12-3"XO.131"NAILS END JOINT) STRUCTURAL'FIBERBOARD H=SPAN HEIGHT StUGI S aG In (2 Y2" long x O.I3I"dla�Halls W ULTIMATE DESIGN WIND SPEED Vult (mph) p 9 a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS o o v z o 0 RAFTER OR ROOF SPAN HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN q z=_ v W w V 130 mph 140 mph AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS w a�_m A o w o W TRUSS 5PAGING (FEET) FOR 51: 1 INCH = 25.4 mm I FOOT = 304.8mm, I degree = 0.0175 rod, I pound per s uore foot=47.8 N/m , I mile per hour = 0.447 m/s. OBTAINED FROM THE TABLE R301.2(2). ROOF PITCH ROOF PITCH � g p p q, p o��wm�Zam�i" � O o. Adhesive attachment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories G, Do, 01 and D2. b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE w I6d COMMON(5Y2"XO.162") 16"O.G.FACE NAIL <5:12 >5:12 <5:12 >5:12 b. Applies to anels next to Qra a door opening where supporting able end wall or roof load only. Shall only be used on one Hall THE LENGTH OF THE CANTILEVER. Q Q-1~Q a~F z o pp p 9 9 p 9 pp 9 g y y BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR 12 q5 a& 122 115 of the garage. In Seismic Design Categories Do, D1, and D2 roof covering dead load shall not exceed 3 psf, c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN Q w w o��o o�o m 14 Ibd BOX(3 Y2"X0.135");OR BLOCKING(NOT AT BRACED WALL PANELS) 3"X0.131") NAILS 12"O.G.FADE NAIL 18 122 112 157 146 z a C. Garage openings adjacent to o Method C5-G panel shall be provided with o header in accordance with Table R602.5 (1). A full ROOFS OR WALL5 OF SUNROOM ADDITIONS OR PATIO z �S> Q�iN 24 I4q 157 Iq2 1-75 height clear opening shall not be permitted to o Method G5-G onel. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS 3m 0-1 3-I6d BOX(3 Y2"X0.135");OR 3 EACH Ib" O.G. FACE NAIL g p 9 p p BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OZ 2-Ibd COMMON(3 Y2"XO.I679;OR 2 EACH 16" O.G.FACE NAIL 12 O.G. 28 167 155 216 200 d. Method G5-5F5 does not apply in Seismic Design Categories Do, DI D2. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF 1 w, o o_�w o 15 BLOCKING(AT BRACED HALL PANELS) 4-3"XO.131" NAILS 4 EACH I6" O.G.FACE NAIL 32 185 170 240 222 e. Method applies to detached one and two-family dwel ling5 in Seismic Design Categories Dothrough D2only. GLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED w w w Q v 36 203 06 264 244 L/175 FOR EACH GLA55 LITE OR L/60 FOR THE ENTIRE - o a-- 4-5a Box(2 �"xo.113"9;OR 42 230 211 300 278 LENGTH OF THE MEMBER, WHICHEVER 15 MORE 5TRINGENT. 0°-W w v N w 3-Ibd BOX(3 Y2"X0.135");OR 45 25& 236 336 511 w ,�o m r w 4-56 COMMON(2 Y2"XO.131");OR TOE NAIL 12 126 117 162 150 FOR 5ANDWICH PANELS USED IN ROOFS OR WALLS OF v N O O Q N w~O O 4-lod BOX(3"X0.128");OR 18 162 14q 20q Iq4 TABLE: R402.1.4 - 2020 NEW PORK STATE ENERGY CONSERVATION CODE SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD ?�'I�-N ► z o I6 TOP OR BOTTOM PLATE TO STUD 4-3' X 0.131 NAILS 24 Iq8 02 255 237 DEFLECTION SHALL NOT EXCEED L/120. O iz yCip N J 3-16d Box(3�"XO.I35");OR „ 2& 222 205 257 266 EQUIVALENT U-FACTORS d. DEFLECTION FOR EXTERIOR WALL5 WITH INTERIOR GYP5:UM Q T - , I Q4 2-Ibd COMMON(3 Y2"XO.162");OR END NAIL 16 O.G. BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE w w 0 o.Q z�w� 0.� 3-IOd BOX(3"XO.I2a");OR 32 246 226 31q 2q5 zxH� _ DEFLECTION OF H/150. a Q m O o 3-3"X0.131"NAILS 36 270 247 351 325 CLIMATE ZONE e. REFER TO SECTION R703.8.2. 42 306 2e l 3qq 37o FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE 3-10d BOX(3"X0.125");OR 45 543 314 447 414 U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE 1-7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS2-I6d COMMON(3Ys"XO.1679;OR NFACE NAIL 3-3"XO.I31" NAILS EXP05URE G V 3-ad BOX(2 "XO.113");OR ULTIMATE DESIGN WIND SPEED Vult (mph) 4 0.52 0.55 0.026 '0.060 O.OgB 0.C4-7 % 0.051 0.065 la 1"BRACE TO EACH STUD AND PLATE 2-ad COMMON(2 Y2"X0.131");OR RAFTER OR ROOF SPAN 2-I0d BOX(3"XO.128");OR FACE NAIL 150 mph 140 mph 2 STAPLES 1 3/4" TRU55 5PAGING (FEET) 0.30 0.55 0.082 0.055 0.050 0.055 3-ad Box 2 "Xo.113";OR ROOF PITCH ROOF PITCH 5 0.026 0.060 2-ad COMMON(2 Y2"XO.131");OR <5:12 >5:12 <5:12 >5:12 1q I"X b"SHEATHING TO EACH BEARING 2-IOd BOX(3"XO.12a");OR FACE NAIL AS MAX. AS MAX. 2 STAPLES, I"GROHN, 16go.,l 5/4"L.ONG 12 I61 151 Iq8 06 PROPOSED AS MAX. -V.I.F. _V.I.F. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. 3-ad Box(2 "XO.11311);OR 18 208 1015 251 242 3-5d COMMON(2 Y2"XO.131");OR 24 256 23ci 517 2clb 3-IOd BOX(3"X0.125");OR „ 2& 28q 2(9q 358 335 3 STAPLES, I"GROWN, 169a.) s/4" LONG 12 O.G. 32 521 2clq 3q8 575 TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE 20 1"X b"AND HIDER SHEATHING TO EACH BEARING WIDER THAN I" X b" FACE NAIL 36 553 32q 455 411 LU 4-ad BOX(2 '"XO.113'9;OR 42 402 575 4qq 465 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT z 3-5d COMMON(2 Y2"XO.131");OR 4& 450 420 560 524 Q 3-lod BOX(3"XO.125");OR J 12 214 201 263 247 4 STAPLES, I"GROWN, Ibga.,l s/4"LONG 1& 277 25q 542 322 GLAZED Q- FLOOR 24 540 315 422 3qb CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE N 4-5d BOX(2 j"X0.113");OR 161, O.G. 25 554 358 476 446 U-FACTOR b U-FACTOR SHOC bti R-VALUE R-VALUE R-VALUE i R-VALUE R-VALUE ` 4 DEPTH d WALL R-VALUE° 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-ad COMMON(2 Y2"XO.131");OR 32 42-73q8 52q 4q6 a► 3-lod BOX(311XO.I2a1);OR TOE NAIL 36 46q 438 1 583 547 OR 3-3"XO.131"NAILS 4 0.32 0.55 0.40 4�i 20 8/13 'Cl /10 CONT. OR / 10 /'2FT �` 10 CONT. OR 4 11�1 42 555 4qq 664 622 13 + 5 h 13 CAVITY ' , 13 CAVITY ad BOX(2 "XO.113") 4" O.G.TOE NAIL 0 22 RIM JOIST,BAND J015T OR BLOCKING TO SILL OR TOP ad COMMON(2 Y2"XO.I31");OR 45 5qq 55cl 745 6q7 20 OR g 15 CONT. OR 15 CONT. OR PLATE(ROOF APPLICATIONS ALSO) IOd BOX(3"XO.12a");OR 6"O.G.TOE NAIL �j 0.30 0.55 NR 4q In 13/17 30 10 / 2FT. 3"x0.131" NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.Smm, I MILE PER HOUR= 0.447 m/s, 13 + 5 la CAVITY Iq CAVITY to 3-ad BOX 2 "x0.113";OR I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.q N/m2, 1 plf 14.6 N/m AS MAX. AS MAX. 2-5d COMMON(2Ys AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. QQ 23 1" X b"SUBFLOOR OR LE55 TO EACH JOIST 3-IOd BOX(3"XO.12a");OR FACE NAIL 2 STAPLES,I"GROWN, lbgo.,l °/4"LONG o. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF O HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT REFER TO CODE BOOK FOR 5UPPLEMENT LETTER FOOT NOTES 24 2"5UBFLOOR TO JOIST OR GIRDER 3-16d BOX(3 N(5)1 X0.OR BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE 2-I6d COMMON(3Y2"5");O ") TABLE USING THE NEXT HI5HE5T TABULATED ULTIMATE DESIGN WIND SPEED. THE 25 2"PLANKS(PLANK d BEAM-FLOOR a ROOF) 3-I6d BOX ON(5 .1 XO.OR AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABLE R507.2.1 - 2-Ibd COMMON(3Y2"X0.162") TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3-I6d COMMON(3 "X0.162") HEIGHTS. 26 BAND OR RIM JOIST TO J015T 4-10 BOX 0"Xo.125");OR b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 4-3'XO.131" NAILS ;OR END NAIL 4-3"X 14go.STAPLES,a"CROHN A55EM5LY DEAD LOAD OF 15 PSF. ER s oL o c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF TOP EDGE BOTTOM EDGE ENDS ROW 5PAGING NAIL EACH LAY20d COMMON(4"XO.Ig2");OR 52" O.G.AT TOP AND BOTTOM OVERHANG OF 24 INCHES. LEDGERa 2 iNGHESd 3/4 INCH 2 INGHE5b 15/a INGHE5b AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGE5 SHALL BE PERMITTED TO BE IOd BOX(311X0.12511);OR 24" O.G.FACE NAIL AT TOP MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING BAND JOIST` Z 21 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER RED LAYERS 3"XO.131"NAILS AND BOTTOM STAGGE ON %4 INCH 2 INCHES 2 INGHE5b 15/a INGHE5b OPPOSITE SIDESCORNERS. O L_ AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED FOR Sh I I1,1011=25.4 MM �- 2-20d COMMON(4"XO.Ig2");OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. TH15 a• LAG 50REW5 OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R5012.1(I). 3-IOd BOX(311XO.125");OR AT EACH SPLICE REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED b. MAXIMUM 5 INCHES. 3-3"X0.131"NAILS FORGES. c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. � - 4-I6d BOX(3�"XO.I35"9,01R f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE HITH FIGURE R501.2.1(I). 25 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3 Y2"XO.162");OR AT EACH JOIST OR RAFTER,4-10d BOX(3"XO.125");OR FACE NAIL CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 6 p 0 If FOR EACH FULL ^ 4-3"XO.I31 NAILS WALL ABOVE. TABLE R602.10.5 1� 2`1 BRIDGING OR BLOCKING TO JOIST 2-10d(3"XO.l)4 2b")or 2-ad common EACH END,TOE NAIL g• LINEAR INTERPOLATION BETWEEN TABULATED ROOF 5PAN5 AND WIND SPEEDS MINIMUM LENGTH OF BRACED WALL PANELS lu Z (2 "X 0.131";or 2-3"X 0.131'9 nails SHALL BE PERMITTED. h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE PERMITTED METHOD MMIMUM LENGTH (� TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. (INCHES) CONTRIBUTING V ADJACENT CLEAR HALL HEIGHT LENGTH OPENING HEIGHT a 12 FEET FEET q FEET 10 FEET II FEET (INCHES) tu (INCHES) O TABLE R602.3(3) =v^, al2A TABLE R50-7.2 GS-WSP <64 24 21 30 33 36 ACTUAL O WOOD PANEL WALL. SHEATHING FASTENING SCHEDULE (� MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM HALL ULTIMATE DESIGN WIND DECK LEDGER CONNECTION TO BAND JOISTap PANEL NAIL SPACING ULT (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF STRUCTURAL PANEL THICKNESS STUD 5PAGING SPEED V (MPH) _ O � O SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY (INCHES) RATING (INCHES O.Cji (INCHES O.G) B G D JOIST SPAN f1 CONNECTION DETAILS 6d COMMON b'AND LE55 6' 1"TO b' 51"TO 10' 10'1 TO 12' 12'1 TO 14' 141" TO 16I6'1 TO la' (2.0"XO.113') 1.5 24/O 3/8 16 b 12 140 II5 I10 ON-CENTER 5PAGING OF FASTENERS ad COMMON I.15 24/I6 1/I6 Ib b 12 110 140 155 INCH DIAMETER LAG 5GREH cd 30 23 Ia IS 13 11 Io z (2.5"X0.131") 24 6 12 140 115 110 WITH� INCH MAXIMUM 5HEATHING XX FOR 51: 1 Inch = 25.4 mm, I MILE PER HOUR = 0.441 m/s INCH DIAMETER BOLT WITH' INCH 36 36 34 2el 24 21 Iq } IK a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING W MAXIMUM 5HEATHING dITH STUD 5PAGING MORE THAN Ib" INCH DIAMETER BOLT WITH I-INCH ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. MAXIMUM 5HEATHING° 36 36 2q 24 21 15 I6 b.TABLE BASED ON HIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE HITH SECTION R301.2. LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. FOR 51: 1 Inch = 25.4 mm, I foot =304.5 mm, I pound per square foot = 0.041q kPo 0 c.HOOD STRUCTURAL PANELS HITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED A5 AN ALTERNATE TO PANELS WITH A 24/0 a•Ledgers shall be flashed in accordance with Section R103.4 to prevent water from contracting the house band joist. (ja SPAN RATING. PLYWOOD SIDING'RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING. b.Snow load shall not be assumed to act concurrently with live load. ty ry WALL-16 AND PLYWOOD SIDING I6 O.G.SHALL BE USED HITH 5TUD5 SPACED NOT MORE THAN 16"ON CENTER. c.The tip of the lag screw shall fully extend beyond the Inside Pace of the band Joist. d.Sheathing shall be wood structural panel or solid sawn lumber 1 z D e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. N z . Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-inch of allowable I ry Q sheathing thickness where combined with wood panel or lumber sheathing. z TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1' 1 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA mole CONTINUOUS BEAD , IN THE BUI DI BARRIERS AIR SHALL BE INSTALLED NG ENVELOPE A R C t F SEALANT 1 GENERAL REOUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS H • T E C T 5 I CONTINUOUS AIR BARRIER A SEALING MATERIAL �-TODD O'CONNELL MANUFACTURED THIN-PROFILE ARCHITECT P.C. ---EXISTING ATTIC VENTILATION BAFFLE VENTED AIR SPACE BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE 77 / FLOOR ASSEMBLY GULL WIDTH ATTIC INSULAITON SEALED Y2" RI61D �: THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT TODD O'CONNELL, AIA INSULATION f SHALL BE ALIGNED WITH THE INSULATION AND ANY 1200 Veterans Memorial Highway CEILING ATTIC GAPS IN THE AIR BARRIER SHALL BE SEALED THE INSULATION IN ANY DROPPED CEILING/SOFFIT Suite 120 NTINUOUS MINIMAL F'TIONAL. ELEVATION SHALL BE ALIGNED WITH THE AIR BARRIER EXPANDING FOAM AT ►; CAVITY INSULATION ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE Hauppauge,NY 11788 WINDOW PERIMETER XPANDIN6 FOAM AROUND WALL DOORS TO UNCONDITIONED ATTICS SPACES P(631 SECTION! THE PERIMETER OF LOOSELY SHALL BE SEALED )650-6666 GUT RI61D INSULATION NTINUOUS BEAD F(631)650-6667 OF SEALANT THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME :aAIR IN6 GYPSUM BOARD I C(516)658-0325 RI61D INSULATION BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE BARRIER WALLS CAVITY WITH A MATERIAL HAVING A THERMAL RE51STANCEexlsnNG BAND Jo1sT INsuLAnoN THE JUNCTION OF TOP PLATE AND THE TOP OF OF R-3 PER INCH MINIMUMTINUOUS BEAD RETROFIT WITH I I/2"R161D INSULATION XTERIOR INSULATED EXTERIOR WALLS TO BE SEALED : INDOW UNIT AS OF SEALANT WALL EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED AIR BARRIER NTINUOUS BEAD q-00300 kcal&,5/4' ■ I'-0" KNEE WALL5 SHALL BE SEALED WALL5 SHALL BE INSTALLED IN SUBSTANTIAL CONTACT OF SEALANT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER THIN-PROFILE Arne eAVe BAFFLE AND VENT 1, CONTINUOUS MINIMAL WINDOWS, 5KYLIGHT5, AND DOORS EXPANDING FOAM AT NTINUOUS MINIMAL s-01oo4 scale,3/4• ■ P-0• THE SPACE BETWEEN WINDOW/DOOR JAMBS AND WINDOW PERIMETER EXPANDING FOAM AT FRAMING, AND 5KYLIGHT5 AND FRAMING SHALL BE �^ WINDOW PERIMETER SEALED � GYPSUM BOARD CONTINUOUS BEAD —MANUFACTURED RECESSED LIGHT RIM JOIST OF SEALANT X4 BLOCKING ENCLOSURE RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED f ATTIC INSULATION f I EILIN6 JOISTS �•r_ 5 5 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED NTINUOUS BEAD t C OF ADHESIVE FLOORS (INCLUDING ABOVE GARAGES 8 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE j ' ONTINUOUS BEAD INDOW UNIT AS CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF 5UBFLOOR DECKING, OR FLOOR FRAMING CAVITY OF SEALANT AIR BARRIER INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH NSUL.ATED EXTERIOR WALL THE TOP 51DE OF 5HEATHING, OR CONTINUOUS INSULATION CONTINUOUS MINIMAL XTERIOR WALL — INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND � EXTENDS FROM THE BOTTOM TO THE TOP OF ALL EXPANDING FOAM AT SHEATHING WINDOW PERIMETER AT L-EXPANDIN& SEALANT PERIMETER FLOOR FRAMING MEMBERS CRAWL SPACE WALLS N 2-.STUD CORNER WITH 1x4 BACKER NTINUOU5 BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, OF SEALANT BE COVERED WITH A CLA55 I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE CONTINUOUS BEAD RYWALL GEILIN6 WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALL5 Z F SEALANT 5-0000e Scales/4' ■ I'-0• CESSIE LIGHT FIXTURE DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS / `I NTINUOUS BEAD PENETRATIONS SHAFTS OPENING TO EXTERIOR OR ONTINUOUS BEAD I i� OF ADHESIVE UNCONDITIONED SPACE TO BE SEALED ° OF SEALANT ! NTINUOUS BEAD AIRSENJI0ATI�f�97LIOMWKAM BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT, OR z ljl OF SEALANT NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT V }' NTINUOUS SILL SEALER ON INSTALLATION READILY CONFORMS TO THE AVAILABLE Z a -FULL WIDTH OF MUDSILL NTINUOU5 BEAD S42DM scale 5/4" ■ 1'-0" CAVITY SPACE OF ADHESIVE FOUNDATION WALL I } w �d w AS AIR BARRIER M OFNJTEALANT INUOUS BEAD GARAGE SEPARATION S RAG�AL BETWEEN GARAGE AND CONDITIONED o p z U w lu -CONCRETE SLAB AS RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE �= w E n AIR BARRIER �_ BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED Q�m°x o w v IL =w0-T IftLeFLOOR ASSEMBLY LOCKING AS REQUIRED TO THE DRYWALL AIR TIGHT AND IC, RATED o o � o BATT INSULATION SHALL BE GUT NEATLY TO FIT N ~ w IK w l YPSUM BOARD BOX PLUMBING AND WIRING z I v w o !A AROUND WIRING AND PLUMBING IN EXTERIOR m-o CONTINUOUS BEAD z w�=z w�_N a e NTINUOUS BEAD ENCLOSURE w T w e ° F `- A`I-P`NT OF SEALANT WALL5, OR INSULATION THAT ON INSTALLATION ��N o v p o z�i P LU a ATTIC, INSULATION READILY CONFORMS TO AVAILABLE SPACE SHALL o kn u r 3 N w Y a „ GEILIN6 JOIST it w� Q- W V EXTEND BEHIND PIPING AND WIRING NTINUOUS BEAD $3 _ o w o OF SEALANT THE AIR BARRIER INSTALLED AT EXTERIOR WALLS w Q m V p m F = O SHOWER/TUB ON EXTERIOR WALL ADJACENT TO SHOWERS AND TUBS SHALL EXTERIOR WALL5 ADJACENT TO SHOWERS AND a J p z p= v {- NTERIOR 6YM5UM SEPARATE THEM FROM THE SHOWERS AND TUBS TUB5 SHALL BE INSULATED QaFxz WALLBOARD AS BARRIER z ~dS�Np�O-�LLr� CONCEPTUAL AIR SEALING STRATEGY // CONCEPTUAL AIR SEALING STRATEGY // � � wiN ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND Nwwozwo Vom CONCEPTUAL AIR SEALIN6 STRATEGY ,' EXTERIOR WALL5 ELECTRICAL OR COMMUNICATION BOXES OR p o T N°< �0 LOWER WALL SECTION UPPER WALL SECTION AT UPPER FLOOht BAND JOIST AIR-SEAL BOXES SHALL BE INSTALLED ► a 3 W o zw 5-02011 5calo,3/4' ■ I'-0• XPANDIN6 FOAM SEALANT HVAG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING w N w��aa - IL ►`1 5-02002 Sca I e:5/411 = 1'-O 5-02005 Sca I e:5/4" = I I-O 11 AT PERIMETER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE �o>�W o IL E D V T -Vj NTINUOU5 BEAD OF 5UBFLOOR OR DRYWALL w " GYPSUM BOARD SEALANT RYWALL GEILIN6 CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE N Q o o m SPRINKLERS SHALL ONLY BE SEALED IN A MANNER - t m } 2) LAYERS 2" RIGID INSULATION RECESSED LIGHT FIXTURE THAT IS RECOMMENDED BY THE MANUFACTURER. ffl � wINSTALL I" R161D INSULATION INSTALLED DURING FRAMING CAULKING OR OTHER ADHESIVE SEALANTS SHALL Qz' Q�GUT TO FIT BETMEN THE �RAFTERS FROM SEAL BOTH AIR SEALIW AT LI6�IN ATTIC SPRINKLER DCOVER PLATESS AND WALL5 OR _w owNo°cos Ll I" RI61D INSULATION SIDES ALONG RAFTER WITH GE I L I NGS ROUGH GUT AROUND EXPAND I N6 FOAM SEALANT. VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-02040 Scale,3/4• ■ 1'-0" N -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF R1610 IN5ULATIO NSULATED EXTERIOR MATERIALS R-VALUES v � WITH EXPANDING ATTIC INSULATION KA-L EMENT BAGKERBOARD FOAM SEALANT XTERIOR WALL MATERIAL R-VALUE INSTALL I" RI61D INSULATION / SHEATHING TUB 11J5�1 13 UNIT FINISH �- VERTICALLY TO CONNECT ✓ g�S7UD CORNER WITH RI61D INSULATION INSULATING SHEATHING TO RI61D I � � INSULATION BAFFLE. BUILDING BOARD s-0oeaT s�ale,si4•• r-0• PROVIDE BLOCKING AT ` BEYOND FOAM SEAL BOTH JOIN STUD CAVITY AT TUB GYPSUM WALL BOARD �2") 0.45 NTINUOU5 BEAD AT EXTERIOR WALL I NTINUOUS BEAD I OF SEALANT jSTUD R161D INSULATION ONTINUOUS BEAD ( ' I OF SEALANT GYPSUM WALL BOARD (5/8")OF SEALANT I INSULATED EXTERIOR THIN PROFILE WAL YWOOD 0.62 a 05 WALL PL SHEATHING 2 ) XTERIOR INSULATED " RI61D INSULATION `` W , PLYWOOD (3/4") O.q4 VIDE BLOGKIN6 AT I I XTERIOR INSULATED STUD CAVITY AT 5HOWER NTINUOU5 BE WALL Z WALL AT EXTERIOR WALL ! I OF SEALANT Q NTINUOU5 BEAD OF SEALANT NSTALL INTER OR SHEATHING NS — I'RI61D IULATION AS ATTIC SAVE BAFFLE CUT I'exTmoR 1Nsu.AnoN SHEATHING AS PRIOR TO INSTALLATION OF SIDING AROUND MANUFACTURED VENT ATTIC SAVE BAFFLE AND VENT ANDIN6 FOAM I PREFAB FIREPLACE UNIT ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 +++ 5-01006 SGale,3/4' ■ I'-0' 5-01005 5601e,3/4' ■ 1'-0' I Q FAB ALUMINUM/ VINYL SIDING a'2" INSULATION) Lao � O TILE SURROUND FINISH I FIREPLACE OD FRAME z NSTALL I" RI61D INSULATION \--CEMENT BAGKERBOARD I UNIT I i FLOOR A55EM13LY m BO TH OTH HORIZONTAL AND l NSULATED FLOORING Q DRAINAGE PLA VERTICAL POSITIONS NSULATED EXTERIOR EXTERIOR _ � 1 (LEAVE$•GAP FOR EXPANDING FOAM) STUD WALL I STUD WALL HARDWOOD FLOORING (3/4") 0.68 La THIN PROFILE WALL SHEATHING I THIN ISEALIILLE THINK&BEHIND TU15//SECTION TILE 0.05 O INSTALL EXPANDING FOAM SEALANT AT INTENTIONAL GAPS EXI5TIN6 FLOOR 1 50100q Scale,3/4• ■ I'-0' CARPET WITH FIBER PAD 2.08 # AT I" RIGID INSULATIO CONTINUOUS BEAD OF ASSEMBLY AVITY INSULATION CARPET WITH RUBBER PAD 1.23 SEALANT NTINUOUS BEAD OF MINIMUM I" DRIP I , I ANUF. SHOIAtER SELANT :L I" RIC70 INSULATEO I PAN AIR SPACE (y2" UP TO 4") 1.00 SOFFIT GL05U XPANDIN6 FOAM WOOD FLOOR ASSEMBLY--- D FRAME FLOOR ROOFING ASSEMBLY ASPHALT SHINGLES 0.44 O LU— INSULATED CANTILEVER FLO WOOD SHINGLES OA-7 — Z w OR CAVITY INSULATION WITH I'RI61D INSULATION CLOSURE 5-01019 Scale,3/4' ■ I'-0' AIR SEALING BEHIND SHI WITH AIR SEALING AT PLATFORM FOR MANUFACTURED THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY DOORS ATTIC INSULATION 5-OI007 Scale,3/4" ■ I'-0' 5-01012 scale,g/4" = I'o• WOOD, SOLID GORE (1 3/4") <IUZ 2.1� I� INSULATED METAL DOOR (2 ) 15.00 --1 111 EILIN6 FRAMING j > � LOOR GRILLE tu Q 51 ATH INTERIOR OF LOOR DUCT BOOT O_ V 0 " RI61D ATTIC ACCESS TO NTINUOUS BEAD OF LEGTRIGAL WIRE POURED CONCRETE PER I O.OS lu f�� INSULATION +I" OF INSULATION SEALANT U 1 O z LEVEL LFLOOR TOP PLATE ACCESS PANEL PLUMBING PI -,I I I I I I I I I I I I RAW ACCESS PANEL TOP PLATE----' SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT ANDIN6 FOAM EXPANDING FOAM TIE AT INNER LINER SEALANT O ,On a -TREWS SEALANT ASTIG AT INNER LINER TRIM AS REQUIRED TIE AT OUTER LINER L STUD n INISH GEILIN6 I^IA-L STUD— z_ QX Ll AIR SEALING AT ATTIC,HATCH H FINISH SCRE15 AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-01023 5cale,3/4' ■ I'-0' S-01033 Scalo,3/4' ■ I'-0' 5-01024 Scales/4 ■ I'-0' � � 0 4 4 z LU O Q 0 0 GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NY5ECC -AIR LEAKAGE: '�- CONDITION5 OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rci05.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW PORK STATE: MINIMUM DESIGN DEAD LOADS AS PER ASGE TABLE I: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES ' .. CONSTRUCTION, AIA DOCUMENT TO BE AS INDICATED ON DRAWINGS. OF THE NEW PORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE GOi-IPLETED BY THE 7-I6 - CHAPTER 3 TABLE 03.1 INSULATION THICKNESS IN INCHES BY PIPE SIZES 4/57 SHALL APPLY. THEE: CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN LOAD HEATED WATER NON-CIRCULATING RUNOUTS GIRGULATING MAINS AND RUNOUTS SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT (psf) TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" ;q�c H CT i'c"�s" OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. J-TOoo O'CONNELL NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC G E I L 1 N G 5 170-180 0.5 1.0 1.5 2.0 ARCHITECT P.C. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0 140-160 0.5 0.5 1.0 1.5 THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL :-EQUIVALENT TO GYPSUM BOARD (Per INCH thickness) 055 100-150 0.5 0.5 0.5 LO TODD O'CONNELL, AIA REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (I/2 INCHES) (2.2) 1200VeteransMemorial AT THE COMPLETION OF WORK, THE Highway CONTRACTOR SHALL REMOVE ALL R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (515 INCHES) (2.75) Suite120 NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5 CLEARANCE FROM CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR GRANGES PER MECHANICAL DUCT ALLOWANCE 4.0 TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES Hauppauge,NY11788 WATTS MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" - ETC., GLEAN OLA55 AND LEAVE WORK 8" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL 5Y5TEM 2.0 P(631)650-6666 PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE SIZE F(631)650-6667 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT WOOD FURRING SUSPENSION SYSTEM 2.5 TYPES RANGE (F) 2" RUNOUT I" AND LE55 1.25" TO 2" 2.5" TO 4"SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: THERMAL INSTALLATION - THE COMPONENTS OF -HE BUILDING GON5TRUGTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER HEATING SYSTEMS C(516 658-0325 CARRY WORKMAN'S COMPENSATION THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH ) AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY COVERINGS, ROOF, AND WALL ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. CODE OFFICIAL AN APPROVED THIRD PARTY SHALL INSPECT ALL LOW PRESSURE/TEMPERATURE 201-250 I.O I.5 1.5 2.0 ;rrZrrr,,r;:r;t f l r� Ar� Ct;r;a; LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. ASPHALT SHINGLES 2.0 LOW TEMPERATURE 120-200 0.5 I.O I.O 1.5 CONTRACTOR SHOULD I=ULLY GYPSUM SHEATHING, 1/2-In. 2,O STEAM CONDENSATE FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION:GUARANTEE HIS WORK .AND THE WORK S.S.G. 153 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per inch thickness) (FEED WATER) ANY 1.0 1.0 1.5 2.0 OF HIS SUBCONTRACTORS FOR A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, A6A. FIBERBOARD 1.5 COOLING SYSTEMS PERIOD OF ONE YEAR .AFTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION POLYSTYRENE FOAM O.2 GRILLED WATER, REFRIGERANT 201-250 I.O 1.5 I.5 2.0 OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING URETHANE WITH FOAM FOAM 0.5 AND BRINE 120-200 0.5 1.0 1.0 1.5 FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST SHALL BE PERFORMED IN FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per I/8-in. THIGKNE55) o.4 ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING SHALL BE PROVIDED, EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND RIGID INSULATION, 1/2-in. 0.75 PRACTICES. THE CONTi<:ACTOR SHALL AS PER SECTION R502.13 OF THE WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE INDEMNIFY AND HOLD hIARMLESS THE SKYLIGHT, METAL FRAME, J" WIRE CLASS &.0 RESIDENTIAL CODE OF NEW YORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING OWNER, ARCHITECT, AND THEIR STATE, TO OUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0 AGENTS AND EMPLOYEES FROM AND DRAFT OPENINGS (BOTH VERTICAL TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE AGAINST ALL CLAIMS, DAMAGES, AND HORIZONTAL). OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE 1.5 LOSES AND EXPENSES, INCLUDING PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRE55URE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 ATTORNEYS FEES ARISING OUT OF OR DETERMINE AIR LEAKAGE. CONGEALED SPACES OF STUD WALLS FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY FLOOR FILL 1!1 RESULTING FROM THE PERFORMANCE EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE MARKED ON THE BUILDING PLANS OR m AND PARTITIONS, INCLUDING FURRED OF THE WORK PROVIDED THAT ANY SPACES AT THE GE I L I NG AND FLOOR GLASS WINDOWS AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8.0 SUCH CLAIM, DAMAGE, L055 OR THE BUILDING THERMAL ENVELOPE. SAND, PER INCH N EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION 8.O BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 12.0 � O OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT NYS. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED PLENUMS FLOORS AND FLOOR FINISHES Z DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. LOW-E UNLE55 OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC OR QUARRY TILE (3/4-in.) J (OTHER THAN THE WORK ITSELF PLUMBING INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED FLUIDS : MECHANICAL SYSTEM PIPING INSULATION - CARRYING ON 1/2-In. MORTAR BED 16.0 -1 INCLUDING THE L055 OR USE FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING Z In RESULTING THERE FROM). (5) 15 SUPPLY AND SANITARY SYSTEM AS SLIDING OLA55 DOORS, SKYLIGHTS MU57 BE INSULATED TO R-4. CERAMIC OR OUARRY TILE (3/4-in) }- CAUSED IN WHOLE OR IN PART BY ANY INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED 25.0 V Z NEGLIGENT ACT OR OMISSION OF THE SHUT-OFF VALVES AT ALL FIXTURES. CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-5. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF 2020 NYS RESIDENTIAL CODE CONCRETE FILL FINISH (PER INCH THICKNESS). I.O CONTRACTOR, ANY SUBCONTRACTOR, ALL WATER PIPING TO HAVE TEMPERED GLASS. ALL GLASS DOORS -RETURN DUGT5 IN UNCONDITIONED ~ 3f a HARDWOOD FLOORING, -7/`1-in. 4.0 U ANYONE DIRECTLY OR INDIRECTLY CLEANOUT5 AT ALL CHANGES OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST pf° WSJ= EMPLOYED BY ANY OF THEM, OR DIRECTION AND AT BASE OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 �awaW o0 ANYONE FOR WHOSE A . . THAN NTS ANY OF VERTICAL WASTES USE 4" CAST IRON MANUFACTURES SPECIFICATIONS ALL -INSULATION I5 NOT REQUIRED ON O.OI X CFA + -1.5 X (# OF BEDROOMS + I) MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 a =w o = w THEM MAY BE LIABLE FZEGARDLES5 THROUGH FOUNDATION WALL PITCHED WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. o m _ GFA = CONDITIONED FLOOR AREA SLATE (PERmm THICKNESS) 150 OF WHETHER OR NOT 11' 15 CAUSED IN MIN. I/8" PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG . �o�� <Wo PART BY A PARTY INDEMNIFIED SIZES FOR FIXTURES SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: 50LID FLAT TILE ON I-in. MORTAR BASE 25.0 ► ��u w } R403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON Y z = =o= 11 HEREUNDER. ALL MATERIALS, FOLLOWS: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND m-o~ _ �z gym~ ASSEMBLIES, AND METHOD OF DISH WASHER 1 1/2" WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER AGGA MANUEL J. SUBFLOORING, 3/4-in. 3.0 0 �a o N Z o o W CONSTRUCTION INCLUDING BUT NOT KITCHEN SINK 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, FLOORS, WOOD JOIST (no plaster) 12-In. 16-In. p z=_ _ V D.G. O.G. - V R404.1: LIGHTING - A MINIMUM OF 010% OF PERMANENTLY JOIST SIZES (in.) z z wry<Q, 22wo UJ LIMITED TO FORM-WORK, LAVATORY 1 1/4" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), lLs/Fr) lt�/Fr) ► Q p m F = Q BLOCK-WORK, FRAMING, NAILING, SHOWER 2" PROVIDE ALL SCREENS AND MA5TIG-PLU5-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. 2x6 6 5 Qwo�� ~ PLACING OF CONCRETE, ETC. ARE TO LOW-VOLTAGE LIGHTING EXEMPT p Q�I-a a�F z o TOILET 3 HARDWARE AS REOUIRED. ALL OLA55 TAPES. DUCT TAPE IS NOT z $o N p o-' } BE CAREFULLY SUPERti'ISED BY THE ALL 5Y5TEM5 TO HAVE ONE 5" MAIN 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305- 2x8 6 6 W w o z o p o ro CONTRACTOR TO BE SURE THEY ARE VENT STACK INCREASED TO 4" IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2xlo 7 6 IN ACCORDANCE WITH THE DRAWINGS, THE MANUFACTURER FOR A PERIOD OF AND LOOKING-TYPE LONGITUDINAL 2x12 8 7 Q a o z THROUGH THE ROOF. PROVIDE FROST SPECIFICATIONS, APPLICABLE CODES NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R3O8.1.1 EACH PANE OF Expo vxi: �'i N AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON ,� FRAME PARTITIONS ( sf) �w-uaw�q PLANS WITH EA51LY ACCESSIBLE TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LE55 THAN 2" w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN v 9§W�a Q p - FROM THE DRAWINGS AND DRAIN DRAIN-GOOKS. THE WATER OTHERWISE. (500 PA.) SECTION R305.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL 5TUD5, 1/2-in. GYP. BOTH 51DE5 5.0 vo>w~o w v� mwoCx wuNw SPECIFICATIONS WILL NOT BE -DUGT5 SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION WOOD STUDS 2x4 UNPLA5TERED ~No"<fA"'30 9 SUPPLY AND SEWAGE DISPOSAL 4.0 o o Q M d o 0 PERMITTED WITHOUT 1^15:ITTEN SYSTEM SHALL COMPLY TO THE 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING AUTHORIZATION OF THE ARCHITECT. APPLICABLE COUNTY DEPARTMENT OF MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VI5!5LE IN THE FINAL FRAME WALLS THE CONTRACTOR SHALL BE EXTERIOR STUD WALLS: X RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND PAINTING AND STAINING -COOLING DUGT5 WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, Rx u� DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL THE FOLLON1140 15 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A 2x4 ® 16-in., 5/8-in. GYPSUM, F F Luid�<F m o Fog 0 ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE: OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED VIITHOUT BEING INSULATED, 3/5-in. 51DINO II.O APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ARE TO BE FIELD VERIFIED. PRIOR TO CONGEALMENT. PRIOR TO INDICATION 07 THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 a 16-in., 5/8-in. GYPSUM, CONTRACTOR TO REMOVE INSULATED, 515-in. SIDING 12.0 v M RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A R308.4 HAZARDOUS LOCATIONS - THE LOCATION., SPECIFIED IN �p EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R305.4.1 THROUGH R305.4.7 SHALL BE CONSIDERED TO BE EXTERIOR STUD WALL5 WITH BRICK VENEER 45.0 OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING THAT THE OWNER CHANGES, THE COMPLETE FINISH. ALL PAINTED R305.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLASS, FRAME AND SASH 8.0 WITH NEW CONSTRUCTION. CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, 5LIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES: SITE WORK OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 3CI.0 STAKEOUT 15 TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE ACCEPTABLE. ONE THE=RMOSTAT CAPABLE OF R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING 15 LE55 THAN 60 5 IN 7q.0 LICENSED SURVEYOR. STAKING AND CHANGED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INC HE5 ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115 16 IN 155. 0 LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- AND BENCHMARKS. VERIFY ALL GIVEN HVAG DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING 15 WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: DATA ON DRAWINGS. IN CASE OF ALL EXISTING MECHANICAL WORK TO ONE GOAT WOOD FILLER OR STAIN -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHES THIGKNE55 (IN INGHE5) 4 6 8 10 1 12 DISCREPANCY, RECEIVE BE ALTERED AND INSTALLED IN DENSITY OF UNIT (105 PGF) AND TWO GOATS MGKLUSKY S ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24 OF THE HINGED SIDE OF tu CLARIFICATION FROM ,ARGHITEGT CONFORMANCE WITH ALL APPLICABLE EGGSHELL FINISH NON-YELLOWING -SEPARATE ELEGTRIG METERS ARE AN IN-SWING DOOR NO GROUT 4 CODES, RULES AND REGULATIONS. 22. 24.0 31.0 37.0 43.0 PRIOR TO PROCEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R305.4.3- GLAZING IN WINDOW AND BACK FILL FOR 1�IORK INDICATED THE HVAG SUBCONTRACTOR SHALL GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q 50.FT. (GROUT SPACING) } ON DRAWINGS. STOCKPILE TOPSOIL VISIT AND EXAMINE THE PREMISES 50 PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LESS THAN 18" ABOVE THE FLOOR 48 IN. O.G. 29.0 38.0 47.0 55.0 AS TO FULLY UNDERSTAND ALL EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING I5 MORE THAN 36 " ABOVE FLOOR AND 52 IN. O.G. 2. 42.0 52. 61.0 to OBTAINED FROM STRIPPING DRIVEWAY 32 IN. O.G. 32.0 42.0 52. 61.0 w CONDITIONS PERTAINING TO HIS WORK, GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBU5TABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36 � MEASURED AND BUILDING SITE. STOCKPILE ALL 24 IN. O.G. 34.0 46.0 57.0 67.0 EXCAVATED MATERIAL.. NEW AND ANY DIFFICULTIES OF HIS WORK TO BE EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING I6 IN. O. G. 44.0 53.0 51.0 -1.0 1< EXISTING BACK FILL MATERIAL AND REPORTED TO GENERAL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 �15.0 115.0 t0z TOPSOIL ARE TO BE FREE OF WEEDS, SUBCONTRACTTHEOR HVAG GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R305.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE TREE ROOTS, ROCKS AND DEBRIS. SUBCONTRACTOR SHALL BE ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASGE STANDARD - MINIMUM DESIGN W ALL SURPLUS MATERIAL THAT 15 RESPONSIBLE FOR CHARGING AND QUALITY PITT5BURGH, PRATT $ CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND Q~ UNSUITABLE FOR BACK FILL MATERIAL STARTUP OF THE SYSTEM. ALL different dead load OTHER STRUCTURES -ASGE-1-16 LAMBERT, DUTCH BOY. GABOTS BUILDING CODE OF NEW YORK STATE, SURFACE - 0 SHALL BE REMOVED FROM THE SITE. EXISTING THERMOSTATS LOCATED IN MCKLUSKY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R305.4.6 GLAZING ADJACENT TO STAIRS AND RAMP5- GLAZING values for differ (PGF) PROTECT ALL TREES WITHIN EIGHT WALLS T BE DEMOLISHED SHALL BE CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN SOLID CONCRETE MASONRY UNIT WYTHES: RELOCATED WITHIN THE GENERAL SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 56" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF FEET OF THE BUILDING. PROPER WYTHES THICKNESS (IN mm) 4 6 8 10 12 AREA. ALL THERMOSTATS NEW AND FOR ARCHITECT'S AND/OR OWNER5 STAIRWAY LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS 47 APPROVALS MUST BE OBTAINED �� DENSITY OF UNIT (105 PGF) - - w EXISTING SHALL BE LOCATED AT 54 APPROVAL. SERVICE WATER HEATING: -GLAZING 56" OR LESS MEASURED HORIZONTALLY FROM THE 320 51.o bq.o 87.0 104o tK BEFORE COVERING ANY EXCAVATED DENSITY OF UNIT (135 PGF) 38.0 60.0 81.0 102.0 124.0 WORK. AFF. CONTRACTOR RESPONSIBLE FOR -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (155 PGF) 41.0 4.0 87.0 110.0 155.0 ENGINEERING DRAWINGS. SEPARATE GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING MECHANICAL PLANS AND CODE INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LESS THAN 56" ABOVE THE LANDING AND WITHIN " WEIGHTS OF MA50NRY INCLUDE MORTAR BUT NOT PLASTER. FOR CONCRETE BLOCK COMPLIANCE TO BE DESIGNED AND PLASTER, ADD 5 ib/ft2 FOR EACH FACE PLASTERED. VALUES ALL CONCRETE BLOCK. 15 TO HAVE PREPARED BY OTHER MEP DESIGN THROUGH R702.3.6 OF THE NEW PORK UNLESS THE WATER HEATER HAS AN A 60 HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM GIVEN REPRESENT AVERAGES. IN SOME GA5ES THERE 15 A "DUR-O-WALL" REINFORCING EVERY FIRM AND SUBMITTED SEPARATELY AS STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD NOSING CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. REQUIRED AND REQUESTED THIRD COURSE. FILL TOP COURSE WALLBOARD APPLICATION SHALL BE A GIRGULATING SYSTEM.TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE GIRGULATING HOT WATER SOLID. MORTAR MIX TO BE ONE PART NOTE: WINDOW FALL PROTECTION TO BE PROVIDED O _ PORTLAND CEMENT, ONE PART LIME FRAMING AND ROUGH CARPENTRY BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. FOR ALL NINDOW5 AS PER PUTTY, AND 51X PARTS SAND, OR ONE JOISTS RAFTERS AND STUDS SHALL ON CEILINGS UNLESS OTHERWISE 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 _ zX 1W PART MASONRY CEMENT AND THREE BE CONSTRUCTION GRADE DOUGLAS INDICATED. FINISH JOINTS, J-BEADS. CIRCULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 PARTS SAND. FIR-SOUTH SELECT STRUCTURAL. ALL NAIL DIMPLES, CORNERS AND EDGE5 -INSULATE GIRGULATING HOT WATER MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND - WOOD SILLS AND WOOD IN CONTACT SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL CONCRETE WITH MASONRY SHALL BE AGO. ALL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LE55 THAN 24 INCHES ABOVE THE HAVE A CEILING HEIGHT OF NOT LE55 THAN 7 FEET. NO CONCRETE OR MASONRY WORK EXTERIOR SHEATHING SHALL BE 1/2 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS SHALL HAVE A l� SHALL BE DONE DURINIS GDX DOUGLA5 FIR PLYWOOD. FINAL GOAT TO BE SANDED SMOOTH. INSULATION: CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES <LUZ OR SURFACE BELOW THE EXTERIOR OF THE BUILDING TEMPERATURES OF 40 DEGREES F. 5UB-FLOOR5 TO BE 5/4" GDX METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: EXCEPTION: ,>> AND FALLING. NO CONCRETE SHALL PLYWOOD EXTERIOR SHEATHING TO ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED u BE PLACED ON FROZEN SURFACES. NO BE COVERED WITH "TYVEK" HOUSE ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEC. R312.2.2 FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF DDITIVE5 SHALL BE ALLOWED WRAP OR APPROVED EQUAL. BLOCK THE LEVELS IN TABLE 2. NOT LESS THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF Ua A WITHOUT WRITTEN PERMISSION OF THE STUD WALLS AT I/2 STORY HEIGHTS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF <zO ARGHITEGT ALL CONCRETE 15 TO BE AND AT ALL UNSUPPORTED EDGES OF ALL WORK SHALL COMPLY WITH THE ASTM F20a0 NOT LESS THAN 7 FEET 0 0 MIN. 3,500 P.S.I. AT 28 DAYS 4 4,000 PLYWOOD. PROVIDE SOLID BLOCKING NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET nn PSI FOR GARAGE SLAB. PROVIDE ALL AND DIAGONAL BRACING OF FLOOR STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE l�- SLEEVES AND FOUNDATION VENTS AS JOISTS AT 8' O.G. MAXIMUM AND CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO OF BEING USED FOR ITS INTENDED PURPOSE O 0 REQUIRED BY NYS CODE. UNLE55 SOLID BLOCKING UNDER ALL CIRCUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R310.2.1 INDICATED, ALL FOUNDATION UNSUPPORTED EDGES OF PLYWOOD. POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED (� FOOTINGS ARE TO BE .A MIN. 8" DEEP ALL GAP PLATES TO BE DOUBLED AWG. CONVENIENCE OUTLETS SHALL WITH ROD $ SHELF, ALL LINEN NOTE: Z PROJECTING 6" ON EACH SIDE OF THE AND NAILED BOTTOM GAP PLATED TO BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 FOUNDATIONS CHAPTER 4 DESIGN - FOUNDATION WALL. PROVIDE TWO #4 END OF 5TUD5. LAP GAP PLATES AT FLOOR UNLE55 OTHERWISE INDICATED. ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD DEFORMED BARS CONTINUOUS IN THE CORNERS. WHERE FLUSH FRAMING ALL SWITCHED TO BE LOCATED 36" BEARING VALUES OF SANDY GRAVEL 0 FOOTING. ALL 4 THICK. CONCRETE OCCURS, USE MIN. 160A SHEET METAL ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 LBS PER 5LAB5 TO HAVE 6X6 10/10 WELDED JOIST HANGERS BY "TECO" OR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING SQUARE FOOT. CONTRACTOR TO WIRE REINFORCING. ANCHOR BOLTS IN APPROVED EQUAL. ALL CORNERS TO RECOMMENDED LAMPS IN ALL CONSULT ENGINEER IF DIFFERENT 501L 0tu CONCRETE SHALL BE I-!OOKED 5/8" X BE MINIMUM 3/2X4 STUDS. HEADERS FIXTURES. 4. ALL BATHROOM FIXTURES AND MATERIALS ARE FOUND UPON T SHALL BE MINIMUM 2/2X6 UNLESS FAUCETS TO BE SUPPLIED BY OWNER EXCAVATION OR TEST HOLE, FOR �! O 12" AT MAX. 3' O.G. PROVIDE BITUMEN � z EXPANSION JOINTS BETWEEN 5LAB5 NOTED ON PLANS. MINIMUM BEARING AND INSTALLED BY CONTRACTOR ALTERNATIVE FOOTING AND AND FOUNDATION WALL-5. FOR STUDS, J015T5 AND BEAMS SHALL FOUNDATION WALL DE51ON < O Q z BE 3 1/2". USE DOUBLE JACK STUDS 5. FINISHES TO BE SUPPLIED NOTE: ALL NON-ENGINEERED LUMBER L�GTHDERS OVER FIVE FEET IN BY OWNER TO BE DOUGLA5 FIR #2 OR BETTER O v Q 0 tf1 GLIMATIG AND 0EOORAPHIG DESIGN GRITERIA No +tom ; TABLE R501.20) � WIND DESIGN 5UBJEGT TO DAMAGE w I FROM s ; � ° 1 � \I I I e I GROUND SPEED TOPOG SPECIAL WIND SEISMIC TODD O'CONNELL �1' l SNOW (MPH) RAPHIGEFFECT WIND BORN DESIGN WEATHERING FR05T LINE TERMITE WINTER ICE FLOOD AIR MEANARCH I T E C T P.C. LOAD EFFECTS REGION I DEBRIS CATEGORY k ZONE m f a DEPTH Iz DESIGN BARRIER HAZARDS 9 FREEZING ANNUAL TEMP Q REQUIRED b INDEX I TEMP J _ BOF 5 FT MOD TO TODD O'CONNELL, AIIA 30 130vu1t NO NO I MILE B_ FEMA FROM SEVERE BFG HEAVY 15 YE5 FOOD 1500 OR 55.4 1200 Veterans Memorial Highway COAST MAP LE55 Suite 120 PANEL# I Hauppauge,NY 11788 El O - MANUAL J DES I ON GRI TER I A n P(631)650-6666 to WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE F(631)650-6667 tW— 1-- 0 W ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE C(516)658-0325 _� SLATE W U ------ _ ------ ------ WALL ------ ------ a . .: : • COOLING WIND WIND HET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE VELOCITY VELOCITY WET BULB W — DIFFERENCE HEATING COOLING r F o III �, ------ ------ ------ ----- ------ ------ ------ D�A/c =azW �Z)tz z.�u TO THE BEST OF MY KNOWLEDGE, BELIEF AND - 5 J�N Z y O 0-W a O PROFESSIONAL JUDGEMENT, THESE PLANS 7� AND/OR SPECIFICATIONS ARE IN COMPLIANCE 4<0 JZ SLATE -GROUND WITH THE FOLLOWING: �'9 027935 O� FgZo_ Pool TF y z= N PATIO ,,( 2020 RESIDENTIAL CODE OF NEW PORK STATE OF- t,1E�N 00 "OH �! Z�Z- \, PUBLICATION NOVEMBER 201ci E g 0 w jr 3 W a p a 2020 RESIDENTIAL CODE OF NEW PORK STATE O�/ CHAPTERS 12-25 FOR MECHANICAL SYSTEMS m Yily- 2020 RESIDENTIAL GODS OF NEW PORK STATE 1' CHAPTERS 24 FOR FUEL $ GAS SYSTEMS N - � O z # 2020 RESIDENTIAL CODE OF NEW YORK STATE PROPOSE WOOD toCHAPTERS 25-55 FOR PLUMBING SYSTEMS V Y j 28.1 / DECK dJ ON STOR �v 5 3 � - J 2020 RESIDENTIAL GORE OF NEW PORK STATE Z � ADDITION / m 16.4 18.1 CHAPTERS 54 42 FOR ELECTRICAL SYSTEMS 0 � z 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE m AS ADOPTED WITH THE 2018 IECC ro wo�* O / 12.0 v � THE PROJECT COMPLIANCE METHOD CHOSEN 15 TOTAL ,° ~- w I I 5TOR`>' UA-ALTERNATIVE AND A RESGHEGK HAS BEEN SUBMITTED a F N o FRAME DWELL I NO m I ( WITH THESE D d RAWINGS. LU IO.6�1 N/ I FFLEL. WTQIDzzf-�} m GAR. ?CL0 Qu, = �z _ I n�� N°°wo . w U D-�Wmt-zamo� v 0 15.33 10.3 N R/O_ N 25.4 �d� <V�-Fz�0 � I �nw��z>Oo�om 4.0 RIO PORCH o ZONI N INFORMATION o��QQ� I�f.O TONN OF SOUTHOLD _E�If LLWQ�Illa 0� ��W`�wWQ3Qo� N u y SECTION: a5 BLOCK: 05 LOT(5): OQ WALKWAY ROP05ED N u N° Intl-Q �- wuQlw I� zTo��} �k°z m R/O PORCH° I I R a �ZONE: R-40 REQUIRED EXISTING PROP05ED zo � W ° tuLUz LOT 40,000 5Q.FT. 15,-50 SQ.FT. 5,750 5Q.FT. tu 0Q <z _�o HF-dd1-NOgHO° (] FRONTADE 150 FT. 110 FT. 110 FT. -O FRONT YARD 55 FT. 5a.8 FT. 57.8 FT. N N �� d,2 2� z REAR YARD 55 FT. 4e-.6 FT. 55.q FT. v m '� x�� t-- k�2 x 1 SIDE YARD (MIN) 10 FT. 26 FT. 10.67—F T. SIDE YARD (A56) 25 FT. 55.6 FT. 40.2-1 FT. BU I LD I NO HEIGHT 55 FT. 16 FT. 16.5 FT L I IILOT COVERADE 20 % l l.70 gc ICf.50% �-„ �o A 280-124 NONCONFORMING LOTS The identical lot was created by deed recorded in the Suffolk County Clerk's d office on or before June 50, Ig85, and the lot conformed to thez minimum lot d requirements) set forth in Bulk Schedule AADI as of the date of lot creation. z v N 545 0 061 5 EI IO .00 ' p Q o a z LOT 00VERA6 gut zo2 CALCULATION- Olt� trmolo o LAONO\/ IE �^4 LANE ZONE: R-40 50. FOOTAGE �y - LOT AREA 15,750 SQ.FT. C.�.�. CALCULATION- EXIST. IST FLOOR 1,525 ZONE: R-40 50. FOOTAGE PROP. IST FLOOR 466 Z LOT AREA 15,750 5Q.FT. PROP. R/O PORCH q(0 O Z 1- EXIST. REAR DECK 205 I- r EXIST. I5T FLOOR 1,525 EXIST. POOL 560 (� PROP. IST FLOOR 466 TOTAL 1,7q 15Q.FT. — Q TOTAL 2,655 SQ.FT. tu MAXIMUM ALLOWED G.F.A. z0 15,750 50.FT. -10,000 = 5,150 X12.5% = 465.75 EX15T. POOL PATIO (N/A) qO4 O O �- 2,100 + 465.75 = 2,56&.75 OL ALLOWED MAX. LOT COVERAGE O to O 15,750 X 20% = 2,750 50.FT. t z 0 0 N N Z N ry N z ' N� ..p � z Q -7 p rrR .-T OENERAL NOTES TODD O'CONNELL ARCH ITECT P.C. I. CARBON MONOXIDE ALARMS AND CARBON TODD O'CONNELL, AIA MONOXIDE DETECTORS SHALL BE INSTALLED 1200Veterans Memorial Highway IN BUILDINGS AS REQUIRED IN ACCORDANCE Suite120 WITH THE 2020 FIRE CODE OF NYS-SECTION Hauppauge,NY11788 . Q15.4 (CARBON MONOXIDE DETECTION P(631)6 50-6666 SYSTEMS) FOR RESIDENTIAL BUILDINGS F(631)650-6667 INTER-W I RED FIRE/SMOKE AND CARBON (516)658-0325 MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA -(20 ANDLC AND R515 OF THE 2020 RESIDENTIAL CODE .w OF NYS SHALL BE INSTALLED IN DWELLING UNITS OUTSIDE OF EACH SEPARATE > O SLEEPING AREA IN THE \/IGINITY OF THE RtD qR Z>- � BEDROOMS. WHERE A FUEL-BURNING "��' C =Q=W APPLIANCE 15 LOCATED WITHIN A BEDROOM C�� o�� 0 C �Fy/ OR ITS ATTACHED BATHROOM, CARBON � ' l z a o 3 MONOXIDE DETECTION SHALL BE INSTALLED _�NZ WITHIN THE BEDROOM. " 00 wQ 2 U z Q Q J- 2. ALL ELECTRIC WORK SHALL BE 027835 g W PERFORMED IN STRICT AGGORDANGE Zo 6ALV. WELL. WITH THE LATEST EDITION OF THE N.E.G. FOF NON zao~ U y, CREATE CRAW 3waoa L S. ALL CONDITIONS AND DIMENSIONS ACCESS W NEW 2"XIO" AGQ LEDGER EXIST DECK FOOTING ITH u To BE VERIFIED IN FIELD BY THE INSULATED LOCKING O - TIE NEW FOUNDATION 4FTC. TO AND FRAMING l(1 PAS- EXISTIN5 W/ #4 REBAR m 24" TO REMAIN Q ANY DISCREPANCIES ONTACTOR O ARCHITECT DREPORT 8"xl6" O.G. VERTICAL; MINIMUM OF 2; GUT BACK AND ALTER GROUT FILL SOLID (TYPICAL) JOISTS AS PRIOR TO START OR CONTINUATION ry OF WORK �- - a� - - - - - - - - - - - - - - _ - - T = - - REQUIRED TO # LEDGER TO NEW Q LEDGER NOTE: ! — — — — — — — — — _ I = FOUNDATION WALL 4. NO GALV. NAILS OR CONNECTORS IN �.- v LAC TO EXIST WITH 1"m X 6" LA6 BOLTS I' I B.P. I -� AGO. LUMBER ARE PERMITTED. ALL J -I O.G. 5TAGGERED;TEGO JOISTS TO LEDGER I 26'_q' 6 FOUNDATION HEIGHTHITH ZINC CONNECTORS AND FASTENERS FOR AGQ 6ALVANIZEDATE'D OR HOT DIPPED I I ra \ CHANGE lv.I.F,) LUMBER MUST BE STAINLESS STEEL OR O ix o N HOT DIPPED GALVANIZED 0-185. Q Z 5. AS PER SEC. R510 EACH HABITABLE I I VENT �� NEw 2"xl0" F.J. • Ib"O.G. ROOM SHALL HAVE AT LEAST ONE w 3 W o VENT ALIGN TOPS wITH ExlsTlr� OPERABLE WINDOW FOR EMERGENCY W °o o f- NOTE: CONDITIONS DRAWN AND NOTED AS I I B.P. O EGRESS W I TH A MINIMUM N I n W�w 7*u o 0 0 EXISTING ARE S BE CONFIRMED EC NEW 2"xl0" P.J. • 16' O.G. � MUM CLEAR a W �� START OF CONSTRUCTION. ARCHITECT IS I < =w o-_ ALIGN TOPS WITH EXISTING _ OPEN I NO OF 5.7 50. FT. (GRADE w I-Y w u u w TO BE NOTIFIED IMMEDIATELY OF ANY o DISCREPANCIES f� � FLOOR OPENINGS SHALL HAVE A 0 o° 413 a W°ce ° I ' CR,4EXISPAGE I I "D MINIMUM CLEAR OPENING OF 5.0 50. z Z w z u W w ty ��° �ww �Qk�o m ALL EXISTING PLIIMBIN6, I I ( CRAWL it FT.). THE MIN. HT. OF OPENINGS TO Y=NG z MM -� iQ� lu EL EGTRIGAL,MEG fANIGAL, ETC. THAT EXIST BE 24" AND MINI MUM WIDTH TO BE 20" o 3 m H Q° Y AND THE BOTTOM OF OPENINGS NO Q z z v INTERFERES WITH NEW WORK TO BE I _ (3)2"xlo" FLUSH _ CRAWL SPACE HIGHER THAN S'-8" A.F.F. '�'' REROUTED MODII=IED REMOVED, ETC. AS I o f=Q z ► o O Q TO ESTABLISH PROPER _ _ POINT LOAD w z-Qwo WORKING CONDITION- VERIFY ALL �0 I I a� ABOVE -i Q a ~Q ► z ~ CONDITIONS IN FIELD n m I I ; � 6. ALL WOOD POSTS SHALL BE BUILT � Qu WF I �0 EXISTING GIRDER UP Od NI A I L(5 �2840.G NAILED TOLESS OTHERW I E/ ° �°�N Q��N W NOTE, DOUBLE JOISTS UNDER NOTED Q °a o z z w o EX00 � o N I PARALLEL PARTITIONS ABOVE 9 INSULATE WITH R-21 ALL C THE 2020AREI RESIDENTIAL G COMPLY WITH o W z Q w-NK w NILR=f- W- Q'F GATT INSULATION ODE OF NYS o o-w P t o o PROP, c STUD KNEE WALL 8. ALL EXTERIOR PORCH/DECK/ W p "o� z I I CRAWL SPAGN EXIST STAIR FRAMING TO BE AGO oQ= ; W- UNEXGAVAT'ED TO EXIST SLAB LUMBER-U.O.N. W x oy <o u o o Q I _ 2 '1. ALL ELECTRIC TO REMAIN AND O MODIFIED TO ACCOMMODATE NEW 8"xlb" " x EXISTING N N F POURED C.OKG n CONSTRUCTION. FINAL ELECTRIC TO `ANT FOUNDATION itiALL ( oT�A�iKN BE DETERMINE IOx20 P.GONG.FOOTING IN THE FIELD I W/(2) #4 REBAR W/2"x4" KEYWAY;MIN.56" BELOW NEW 2"x5" ACQ LEDGER BOARD ERADE. (TYPICAL) 10. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE SIMPSOMANUF G UR OAND 1TO F, AN INSTALLEDAPPROVED AS I PER MANUFACTURE WRITTEN — _ — — — — — — — — — — — — TIE NEW FOUNDATION FT6. TO , I -- - - INSTRUCTIONS- UNLESS OTHERWISE NOTED 8"XI6" EXISTING W/ #4 REBAR o 24" j L---------J 11. ALL ENGINEERED LUMBER TO BE w O VENT O.G. VERTICAL;MINIMUM OF 2; GROUT FILL SOLID (TYPICAL.) - r->----------�- j :n W Z �n 0 GLADDED AND SEAL AS REQU I RED IzV TO PROTECT AGAINST THE Q L� --------J WEATHER ENVIRONMENT = e V NEW 14"0 50N0 TUBE V� IDFILLED REMOVE EXISTIN CONCRETE NEw(?)2_x8_Accl 61 _ NEW(2)2"xs"AGQ 6 SOLID ER STOOP MIN. 56" BELOW GRADE DEMOLITION NOTES: v - - - (TYP) I. REMOVE PARTITIONS SHOWN TO BE z0 REMOVED AS NOTED ON DWCS.- SHORE AS N m REQ D AT LOAD BEARING PARTITIONS �! 2. CONTRACTOR SHALL BE CAREFUL AS TO O 6 NOT DAMAGE EXISTING CONSTRUCTION THAT REMAIN AND SHALL REPAIR ANY OF THESE DAMAGES AS REQUIRED. N _ 5. GONTRACTOR SHALL RE-ROUTE, RELOCATE OR REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, PLUMB 1 NO AND HEATING LINES THAT INTERFERE FOUNDATION PLAN WITH NEW CONSTRUCTION. SCALE: 1/4" = I'-O" Z _O Z i- < WALL KEY (� _^ —.I— EXIST TO BE REMOVED v EXIST TO REMAIN lu NEW WOOD FRAME CNST >" Q—�- NEW POURED CONCRETE I I ) 0� <ZO4"x4" P05T UNLE55 OTHERWISE v) O NOTED O ® HOLD DOWN AS NOTED ,—Jn HARD WIRED SMOKE OO DETECTOR W/ BATTERY BACK-UP AS PER SECTION 514 z ® 80 GFM FAN TO EXTERIOR +�— z a HARD WIRED CARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP Q AS PER SECTION 915.4 DENOTES ESRE55 WINDOW 0 15 n N z � p�L O z -wi O d V 7 0 Ul t I TODD O'CONNELL GENERAL NOTES _ ARCH ITECT P.C. I. CARBON MONOXIDE ALARMS AND CARBON TODD O'CONNELL, AIA MONOXIDE DETECTORS SHALL BE INSTALLED 1200 Veterans Memorial Highway IN BUILDINGS AS REQUIRED IN ACCORDANCE Suite120 WITH THE 2020 FIRE CODE OF NYS-SECTION Hauppauge,NY 11788 ci 15.4 (CARBON MONOXIDE DETECTION 'P>631) 650-6666 SYSTEMS) FOR RESIDENTIAL BUILDINGS F(631)650-6667 INTER-W 1 RED FIRE/SMOKE AND CARBON C'(516)658-0325 MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA -720 AND SEC. R514 �rvw" AND R515 OF THE 2020 RESIDENTIAL GODS OF NYS SHALL BE INSTALLED IN DWELLING UNITS OUTSIDE OF EACH SEPARATE o SLEEPING AREA IN THE VICINITY OF THE ��RED ARC Zz BEDROOMS. WHERE A FUEL-BURNING 0'C /x W= z W ~ : H APPLIANCE IS LOCATED WITHIN A BEDROOM 2 `rl oZir� OR ITS ATTACHED BATHROOM, CARBON n �'?, o_U o 3 MONOXIDE DETECTION SHALL BE INSTALLED " '` s_1( Z WITHIN THE BEDROOM. UU Wa > 2 U Z 2. ALL ELECTRIC WORK SHALL BE 027935 �� 3 Z o PERFORMED IN STRICT ACCORDANCE gTFOF NE`N "°WITH THE LATEST EDITION OF THE N.E.G. ZHZ- Z U �W O)U W I D I W Q ow J 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE 1!1 GENERAL CONTRACTOR AND REPORTlo m 28'-I" ANY DISGREPANGIES TO ARCHITECT EXIST DECK PRIOR TO START OR CONTINUATION (V ALL EXISTING PLUMBING, OF WORK Z O EL EGTRIGAL,MEGHANIGAL, ETC. THAT INTERFERES WII-H NEW WORK TO BE = 4. NO GAL\/. NAILS OR CONNECTORS IN v 6-O 6-2 21-O' 3-6" "1'-I I ' REROUTED, MODIFIED, REMOVED,ETC. A5 a O AGO. LUMBER ARE PERMITTED. ALL -� REQUIRED TO ESTABLISH PROPER _ O O m CONNECTORS AND FASTENERS FOR AGO Z WORKING CONDITION- VERIFY ALL �y ;� N CONDITIONS IN FIELD �- _ = LUMBER MUST BE STAINLESS STEEL OR Z F< W.I.G. o La o STORAGE HOT DIPPED GALVANIZED 0-1,55. 8'-o" G.H. -� to ? CLOSET 5. AS PER SEC. R51 O EACH HABITABLE o d LEDGER NOTE: p r ROOM SHALL HAVE AT LEAST ONE M) W°�'yLAO TO ° O.G. S EXIST JOISTS TO LBOLTS I' DOER ® ry I W o O s / I REMOVE EXISTING WALL OPERABLE WINDOW FOR EMERGENCY ,°� ate° z~ 9 v WITH ZING COATED OR HOT DIPPED _ ___ _____ EGRESS W I TH A MINIMUM I MUM CLEAR # m�PROPOSED w W�� O GALVANI ZED p BATH ------ --- ----- 8'-0° N FLOOR OOR OPEN N05 F-NINO OF 5-7 50. SHALL HAVE A O a I EXISTING EXISTING MINIMUM CLEAR OPENING OF 5.0 50. z w W W z �:� N �d�Fz ��m NOTE: CONDITIONS DRAWN AND NOTED AS DINING ROOM 'r� � p BEDROOM FT.). THE MIN. HT. OF OPENINGS TO u v o0z o w P05T 8`O" c." BE 24 AND MINIMUM WIDTH TO BE 20" o ��_'T W~ Y EXISTING z v w E:X15TINO ARE '1*0 BE CONFIRMED AT � 24xba TO BEAM I I m LIVING ROOM AND THE BOTTOM OF OPENINGS NO �ui�� z n ��z v START OF CONSTRUCTION. ARCHITECT 15 I I (�►i T V LWV�V' HIGHER THAN 3 8 A.F.F. z~��o Q m o d O TO BE NOTIFIED IMMEDIATELY OF ANY (2)2" -- - 8'-o c.H. _ DISCREPANCIES LOAD _ _ ou��,,° z�t-°z I- -dJ I BEARING I w z-Q W op °Q��Q�►-FzQo 6. ALL WOOD POSTS SHALL BE BUILT Q o W W`�o o} NOTE: PROVIDE HOLD DOWN BETWEEN WALL III (2)2"X8"FALSE HEADER UP WITH (2) 2X4'S NAILED TOGETHER W/ FOUNDATION AND FIRST FLOOR AND FLOOR °; I I = _ _ _ — O 1 Od NAILS @ 8" O.G. UNLESS OTHERWISE TO FLOOR —' — QWOrLoa� zzwo cv n I I 1! I I NOTED - W Q o- a'Q*K # N NEW 2"x8" GJ. m Ib" O.G. III POST EXIST I I 2 W N W w�f �o N NOTE: ANDERSEN 400 SERIES I BOLTED TO RAFTERS �I TO BEAM I 7. ALL FRAMING SHALL COMPLY WITH p o>�=o°E° WINDOWS OR EQUAL TO BE INSTALLED I I REMOVE WINDOW 3-�Y4 i THE 2020 RESIDENTIAL GODS OF NYS d o wo o o z m P o 0 0 }- z�s�m� xvw�0�x moo- Z -THIS PROJECT' 15 TO COMPLY W11TH I I ASTREQUIREDCH 4 RIR I I — — a. ALL ~W F o z w \ m MODIFIED r --- — — STAR RAMNIGRTO BE ACC GK/ o Q z' „ d APPENDIX J OF THE 2020 �t I I KITCHEN I r--- NEW YORK STATE RESIDENTIAL GODS PROPOSED_ a-°" G.H. LUMBER U.O.N. z z z z F 3 o -MUST GOMf'Y INITH SECTION AJ8 I BEDROOM I EXISTING FRAMING -ADDITIONS W VAULTED CEILING _ - � �/ I I °i. ALL ELECTRIC TO REMAIN AND -ALA 2 ALTERATION AS PER SECTION I I I I MODIFIED TO ACCOMMODATE NEW N N } I I O O I I EXISTING CONSTRUCTION. FINAL ELECTRIC TO m I I - GARAGE L_ J BEDROOM BE DETERMINE IN THE FIELD I O O 0 N I I i EXISTING 10. ALL ANCHORS, STRAFFINO T CONNECTORS AND HARDWA E O BE I PATCH d REPAIR SIMPSON STRONG TIE OR AN APPROVED AS REQUIRED MANUFACTURE AND TO BE INSTALLED AS « PER MANUFACTURE WRITTEN #3046 #3046 =—I — — INSTRUCTIONS- UNLESS OTHERWISE NOTED NEW 22W, G,J.61 Ib"O.G. �/SHEETTRROCK I (� PRQP05ED I I I 11. ALL ENGINEERED LUMBER TO BE W z WALLS AND CEILING I EO Ea ROOF OVER II I = CLADDED AND SEAL AS REQUIRED z J PIORGH ICI J O TO PROTECT AGAINST THE * OL VAULTED CEILING I �- �I I WEATHER ENVIRONMENT v N 1-6" !2)2"xb�=ETIGAP.— DEMOLITION NOTES: 1Q 01 t - - - Y u Z 4"x4" AGQ POST I. REMOVE PARTITIONS SHOWN TO BE WITH 10" DECORATIVE REMOVED AS NOTED ON DWGS.- SHORE AS N N CD WRAP (TYP) REQ'D AT LOAD BEARING PARTITIONS O Q 2. CONTRACTOR SHALL BE CAREFUL AS TO m O p NOT DAMAGE EXISTING CONSTRUCTION THAT O REMAIN AND SHALL REPAIR ANY OF THESE DAMAGES AS REQUIRED. N _ 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, PLUMBING AND HEATING LINES THAT INTERFERE WITH NEW CONSTRUCTION. F I RST FLOOR PLAN z iu- SCALE: 1/4" = 1'-0" O Z WALL KEY Q EXIST TO BE REMOVED �J '�' EXIST TO REMAIN �. to_ ('�� NEW WOOD FRAME CNST > Q Q (b-1 . NEW POURED CONCRETE � �� NOTED O ® O POST UNLESS OTHERWISE O O t NOTED -1- B HOLD DOWN AS NOTED Ory-L 7 O HARD WIRED SMOKE OO DETECTOR W/ BATTERY /� V BACK-UP AS PER SECTION 514 (� ® Z 80 GFM FAN TO EXTERIOR a HARD WIRED CARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP (� AS PER SECTION ci15.4 CIE DENOTES EGRE55 WINDOW N ry W Q N 4 z m < ac o 0 p ht l' T"'E - TODD O'CONNELL ,._' ARCHITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631) 650-6666 F(631) 650-6667 C(516)658-0325 rv'rvYi` W N �o WED ARC r oV a w Gj o p't; �j � Zw o�Zc=i �., o^Qo3 W Wz PW S U Z 027935 r �zo- LQ qTF of NE`N y 6 2 o m ZQo2 ZU VIUw 3�waoa m r N �MATGH ;-IATCH z O EXIST EXIST < w Qw Z Ul V Z \ wp<ur F O LLI V IL O17 'V000 w w 10 < iwp0T LUv 0.j w � z�zo Q�gOQ�w �_ ��FN W LU 3No 0 Z Q� W��Qu �0na°� * O Q�Fo�o ut- : o \ m w Q w wiz p _ OVERLAP PLYWOODr- \ MIN. 24" EACH DIRECTION a Q I� \ x Q �ao' zzw0 ILFWNw��OQ�o0. N CJ z 10" IP&E GO VENT EXISTING RID6ELINE 3 2)V N 2" $ cV mAL ION lell73,f E 157 EXI571IN6 2"xb' R.K.a 16, O.G. o _ Q Qu~i00 0010 Q EXIST _. . . EXI5TING FRAMING TO x SKYLIGHT N N REMAIN UNDERNEATH / v REMOVE.' ALL SHINGLES / AND PAPER i /CUT-VENTING HOLE-5 INTO ATTIC SPACES NEW 2"xb" G.T. 9 32" AL NEW 2"x8" R.R. a 16m O.G. NEW 2"x8" RR e I O.G. L Z .z J (Ld ATGH "} EX15T / NEW 2"x4" G. .e 16" O.G. \ NEW 2"xb" G.T. ID 52'O.G. Q ALIC714 XX15T v 2"xb" RAL O 16N O.G. NEW 2'x&" RR a 16, O E - NEW 2"x8' R.R. O ib" O.G. NEW 2"x8" RR O 16" O.G. Qw 6 X5T T Qw O p N N Ln _.. Q __ ATGH ATGH to 0 EXIST EXIST ROOF PLAN � SCALE: 1/4" = I'—O" O L — z w �--- < r" <jUz Q OLlu .� O OL OL O Z K 0 0 try`il N Q z 4 N 4 � # o u cA Q TODD O'CONNELL Y AtR C H I T E C T P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway T.O. RIDGE _ _ OVERLAP PLYWOOD ELEV. +14'-4° BOARD AND BATTEN IN GABLE MIN. 24" EACH DIRECTION Hauppauge,NY 11788 5/MATCH �', %�, .._. _.... / P 631)650-6666 i / F(631)650-6667 516 C 658-0325 S MATCH / \ FLASHING (TYP) ( ) /12 12 BOARD AND BATTEN I N 6ABL.E 5/MATCH �/ FLASHING (TYP) i Q T.O. PLATE MATCH EXIST Q ELEV. +5'-0" // D - - E ARC ANDERSEN DOUBLE - �� 0 6 y y/ =o Z O HUNG WINDOW (TYP) - .`off ``! dl EXIST q 'g 4, �� n4" � o�ao3 �0 51DIN6 TO MATCH EXISTING ' Q L-1 RESIDENCE I so`-�'N 5" CORNER BOARD ' 027935 t 13 Z o TO MATCH EX15TLJEl 1:1 = r 10" DECOR. COL WRAP L q�F OF NE`N��1 6 TO BE SELECTED zaoF Z c U Lj T.O. IOT FL_(MATGH EXIST a a o W �T�" ELEV. +O-O" GARAGE DOOR TO 3 W a o a NEW FOUNDATION BE SELECTED 111 • EL. 13.48 '� .'' GRADE (ry Gam- i I I I I I I - - - - - - - - - - VENT_ - - - - - - - - - - - - - - - - - - - - - - - � I I I - - - - - - - - - I z - - - - - - - - - - - - - - - - - - - - - - - - - - - - IT II- - - - - - - -� v O }- � z wpm � O Nr=5T ELEVATI ON SCALE: 1/4" = 1'-0" VOL~Mu � 9 zwOT,)Zo s° ��LLIIMwN-U�-'�HN j�N�QQo� � Q R405.1.2 ICE BARRIERS o ty F g o z ASPHALT SHINE3LE5 TO U€-w w�� Z O BUIL NS FELT OVER S# PROVIDE ICE PROTECTION WHICH CONSISTS OF AT LEAST 2 LAYERS OF " GDX SHEATHING OVER TO t Q N O A m t _ UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER 3 N o O w O ROOF MODIFSURFACES TOSHEET A POINT NOT LESS AN 24 THE ) OWEST INCHES I�THE OF ~ w w O q 2"x8" R.R. •I6" O.G. O F--�Q�Q� w V H T.O._RID 6E 2"XIO" RIDGE W/CONTINUOUS VENT EXTERIOR WALL LINE OF THE BUILDING. OVERLAP PLYWOOD Z tu tu 0 a z '�, ELEV. +14-4 2 xb G.T.® 32 O.G. T.O. RIDGE _ _ o-_Kv Q Q N 2"x8" R.R. m 16" O.G. ELEV. +14'-4" 2"A2 NAILER ASPHALT SHINGLE 4x5 ALUMINUM 4WTTER W/ 2"X8" G.J. ® Ib" O.V. ROOF TO MATCH EXISTIN6 u~w-N Lu v Q v N 5x4 ALUMINUM LEADER TO / '�'p F O-Q � EXISTIN6 RIDGE W w 0 w N V BE SELECTED SY OWNER EXISTIN6 RAFTER ._._....... 5/MAT� N IL w v F w ON I"Xb" FASCIA BOARD 5/MATGH r W/VENTED SOFFIT 12 p _ _ ZFLA5HIN6 (TYP) N FLA5HIN6 (TYP) � k w °�z x p T.O._PLATE AT'GH EXISTS R-21 BATT INSULATION �° Q Q z a- Q EV. +8'-O° w y.. �i QQ�n000v° Ll DUMMY RAFTER EXISTIN6 JOISTS EXISTIN6 JOISTS Q T.O._PLATE (MATCH EXIST TYVEK HOUSE WRAP OR ELEV, +&-0" ' APPROVED WATER PERM. -- -- --- - - N IN IIgSURFACE ON 1/.2" GDX PLYWOOD SHE,�THING ON PROPOSED INSULATE R-15 BAIT INSULATION O \- 2"x4" STUDS ® 16" O.G. BEDROOM W/ R-15 BATT INSULATION VAULTED CEILING OARAryE EXI5TIN6 IL Ff ATG 1" RI61D INSULATION KITCHEN � EXIST FF X 5T a-o° CR -t RESIDENCE� 5" CORNER BOARD SIDING TO MATCH EXISTIN6 2"XIO" F.J. 0 16" O.G. p MATCH EXIST R-50 BATT INSULATION /e' TYPE-X -' T.O. 151 FL. (MATCH EXIST) MID SPAN WALLS AND LIB 10" DECOR.TO BE SELECTED TO MATCH r -„-- - BLOCKING EXISTIN6 (TYP) ELEV. +O-O SIDING T.O. I� EXISTIN6 SLAG FL. (MATCH EXIST -. ELEV. +O-0" PROP• w w CRAWL SPACE d 8" POURED COW, GRADE X FOUNDATION WALL V k IOx20 P. GONG. FOOTING I I I I NOTE, DOU BLE JOISTS UNDER - - - - - - - - - - - - - - - - - - - - - -) *4 W/2"x4" PARALLEL PARTITIONS ABOVE KEYWAY;MIN. 56" BELOW L J - - Z — GRADE. (TYPICAL) N SECTION A m � Q SCALE: 1/4" = 1'-0" SOUTH ELEVATION o 0 SCALE: 1/4" Z t— O z 1W v ) z OL ✓,�/ 5 MATCH LLI O / � S/M.4TGH n Q- LjLj � Lj o f DODD 4 ®®®® I - Q 2cib' — 5a.8' o � I w tryiV � Z 5K)0'FLANE NE5T TO EAST 4 " Q SfGY�L�N� NORTt� TO SOUTt� �. o .. Z w SCALE: I/4" = I'-O" SCALE: 1/411 O 0 � p 1411 rx M, F TODD O'CONNELL A RCH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 4 F(631)650-6667 C(516)658-0325 W Z} O MIN. 24 HPDI�REG ON _ _ T.O. RIDGE ' V-D ARC W a o ELEV. +14'-4" �Gj�C0� 0 C M N y/ 4 zv�aa 5/MATCH y °' -W a o Y 12 i. o_ w ASPHALT SHINGLE ROOF EXIST / TO MATCH EX 5 � � `a -' RESIDENCE FLASHING (TYP) �/ TINE s, ; :. �" g"a W H I - _ / SIDING TO BE MATCH EXISTING �9T 027935 �Ol� N - Z 0 / C9 O? _ F OF NE`N Z Z a ZO w 3U��W PLATE�MATCH EXIST a w a o a ELEV. +8'-O" II -... ATGH I I _ EXIST Ri r LL li I1 , I I CREATE CRAWL � # 5 WITH __...... ... AGGES - Z I Hill I .I ._...... . . . _.... INSULATED LOGKINO y __..... ._ PANEL J J II II 6ALV. WELL. Z d1 j T.O. 151 FL. (M ATGH EXIST)_ � Z - I 1 _... ELEV. +O-O GRADE GRADE m "I°<1 TV v o EXISTING FRAMED ° j M o, 1-o 0 0 DECK TO BE L — — J NEW FOUNDATION <�=w o 1='w to CUTBACK A5 REQUIRED "m��lo_�o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J - - - - � J I �O�,JjJ Q~oRi C - - - - - - - - - - - - - - - - m FgQ0w2w_0. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y;0. za-�}� 0 o '� �oozQo W Ul J t11� F- ��v�z0.��z W V * �Qu*im�`� _ -I-w J w EAST � �ELEVATIONQELEVATION °�J�zQ Q°R�=�Z0~�o SCALE: 1/4" = 1'-0" ° I�Q Q W V�owQw�Q o`�_OZWQ N W Ri V�wF�-a V�dd1 V -7 �VnpOz ��o }- d u in To W, U fA ASPHALT SHINGLES TO w w Q Q w uN �F�?a�J BE SEL.EGTED OVER 15# m0°moo° p BUILDING FELT OVER J" GDX SHEATHING OVER 2"W R.R. 016" O.G. N N T.O. RIDGE V jjg ELEV. +14'-4" - 5/MATCH R.R. ® Ib" O.G. T.O. RIDGE 4x5 ALUMINUM 6 TER W/ 2"xb" R.R. m lb" O.G. 12 p ALIGN WITH EXISTING ELEV. +14'-4" 5x4 ALUMINUM LEADER TO ALIGN WITH EXISTING BE SELECTED BY OWNER ON 1"Xb" FASCIA BOARD ASPHALT SHINGLE ROOF W/VENTED SOFFIT 12 TGH LINE OF EXISTING HIP TO MATCH EXISTING Q T.O. PLA�MATC•H EXI5� W 2. X8" G.J. ® I b" O.G. ELEV. +&'-0" OVER E 5TING HIP ROOF Z � R-21 BATT INSULATION - - _.. AS PER PLAN 2"X5" G.J. ® Ib" O.G. lu TYVEK HOUSE WRAP OR R-50 BAIT INSULATION rk T.O. PLATE (MATCH EXIST O APPROVED WATER PERM. ATGH IL SURFACE ON 1/2" GDX EXIST PLYWOOD SHEATHING ON 2"x4" STUDS ® Ib" O.G. PROPOSED PROPOSED O1ATGH I "} - W/ R-15 BATT INSULATION BATH BEDROOM � EXIST I . I I -- - - - -. .. 2'_p V •� " G.H. VAULTED GEILIN5 I I I RI61D INSULATION -� SIDING TO MATCH EXISTING I I SIDING TO MATCH EXI5TIN6 2"XIO" FJ. ® Ib" O.G. I I Q tt (5)2"XIO" FLUSH R-30 GATT INSULATION I I ANDERSEN DOUBLE M ry T.O. I FL. (MATCH EXIST) LINE OF EXISTING I I I HUNG WINDOW (TYP) uj ELEV. +O-O" HOUSE i i _. _.. .. ..... it5" WINDOW CASING m p li I I T.O. F FL. (MATCH EXIST) I 1 1 GRADE ELEV. +0-0" I 1 I -77 I I I # NOTE EL. 15.48 DOUBLE JOISTS UNDER PROF. I I (V — �• PARALLEL PARTITIONS ABOVE CRAWL SPACE W 8" POURED GONG. GRADE 0 OCC FOUNDATION WALL - '�• •• EL. 15.48 CRAWL NEW FOUNDATION 1Ox20 P. GONG. FOOTING VENT CRAWL W/(2) 04 REBAR W/24x4" VENT KEYWAY:MIN. 56 BELOW - - - - - - - - - - - - - - - - - - - - - - - - - -� 6RADE. (rmIGAL) C - - - - - - - - - - - - - zw SECTION 5 NORTH ELEVATION SCALE: I/4" = I'-O" SCALE: 1/4" = I'-O" !� uu z O-lu �� <ZO o OL O Z 3 Ll Q 4 N Q o LU z p < Q f HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL. No. H2SA OR APPROVED EQUIVALENT AT EVERY HURRICANE ANCHORS MANUFACTURED BY A RAFTER TO PLATE CONNECTION BOTH SIDES WHEN ; TODD O'CONNELL -RAFTERS DO NOT ALIGN WITH STUDS SIMPSON STRONG-TIE CONNECTORS MODEL RCH ITECT P.C. No. HI OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTI O T O D D O'C O N N E L L, A I A E CONNECTOR .0 Suite 120 L. #H7Z TO BE USED WHEN HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway SIMPSON STRONG-TI RAFTER ALI&NS WITH STUD USP CONNECTORS MODEL No.TMU26TMU210 Hauppauge,NY 11788 — OR APPROVED EQUIVALENT AT EVERY RAFTER TO RIDGE CONNECTION WHEN USE A MINIMUM OF TWO bd / ;° RAFTERS DO NOT ALIGN F(631)650-6667 NAILS THIS SIDE WITH A TOTAL OF FOUR INTO RAFTE , , I HURRICANE ANCHORS MANUFACTURED BY C(516)658-0325 e o� �\ ^\ USP CONNECTORS MODEL No. ST22 ROOF RAF : QJ r r_i t.•r r ; " :q m ° o� ROOF RAFTE I �I OR APPROVED EQUIVALENT AT EVERY-, OF RAFTERS CEILING JOIST -� . .. , -� DOUBLE TOP PLA I i RAFTER W�RA TER AL1&N POST GAP MANUFACTURED BY SIMPSON ' STRONG-TIE CONNECTORS MODEL No. BC52-2/4 , F o I I OR APPROVED EQUIVALENT INSTALLED z i STUD PLATE TIES MANUFACTURED BY 51MP50N RID AS PER MANUFACTURES SPECIFICATIONS F,REU ARc =a o 5TRON&-TIE CONNECTORS MODEL No. R5P4 C��,�0�� NF! Z o 40 = i OR APPROVED EOUI VALENT AT EVERY STUD Z v r-a a TO PLATE CONNECTION WHEN RAFTERS DO NOT BEA / a o 3 ALI&N WITH STUD j {' g H N in z DECORATIVE COLUMN COVER �i b o U_,Z �- :.,,: .' 4x4 COL 027935 �L F g Z o STUDS • I6N O.G. i� �' 9T 'l� Z D zP OF NE`N Z HURRICANE ANCHORS w a o a 8d NAILS SIMPSON° TWOMANUFACTURED BY STRON&-TIE O BE CONNECTORS MODEL No. '��' SELECTED INTO PLATES m H25A OR APPROVED i J015T CONNECTION i lt- I& EQUIVALENT AT HT 8d NAILS EVERY BEAM TO INTO STUDS R I DC E STRAFF I NC DETAIL. ' ' o BOTH SIDES USE SIMPSON Z-MAX OR HD& CONNECTORS I ROOD S7 R>' FF I NC METAL L SCALE: 5/4" = 1'-0" TO INCREASE CORROSION RESISTANCE SCALE: 3/4" I'-O" FOR ALL HARDWARE IN CONNECTION = lil F.J. o I6" O.G. W/ACQ LUMBER. Z � O U£5E SIMPSON Z-MAX OR HDG CONNECTORS BE COLUMN BASE MANUFACTURED BY SIMPSON STRON&-TIE V Z TO INCREASE CORROSION RESISTANCE P05T GAP MANUFACTURED BY SIMPSON ODEL No. P5544 INSTALLED AS PER MANUFACTURERS FOR ALL HARDWARE IN CONNECTION 1f1/ ACQ LUMBER. SPECIFICATIONS OR APPROVED EQUIVALENT STRONG-TIE CONNECTORS MODEL No. BG52-2/4 3f a �� OR APPROVED EQUIVALENT INSTALLED " w g 1<y v W o ALL STUDS o W' O.G. 1 MIN. EDGE AS PER MANUFACTURES SPECIFICATIONS q o y-,-F q w v DOUBLE 2X STU DIFFERENCE �W�wR�0000 DOUBLE F.J. UNDER COL ; �.A Y 14"��P.GONG. SONOTUBE Q F m q a 51MP50N HDU5-SD52. 036 BELOW GRADE MIN. o o m o o HOOKED ANCHOR BOLT I z y I-_d _ MIN. 12" PENETRATIO v o) o o N} w DOUBLE F.J. UNDER COL -" m INTO FOUNDATION 4- Y (� 5/8"Ox12" STEEL ANCHOR a I « Q z o w v �\ s BOTTOM PLA BOLTS AT 3-Ou O.G. MAX. s RIM J015T MIN EMBEDMENT OF T' l ) q Q Q F z Q o �wwgz�Oq=�m FORC H STRAFF I NG DETAIL ° w' II SEE PLA 4 Q oD_I)� z00W n ��WQ zoo \� d� " �� Fwu,W� ��o N SCALE: 3/4 = I �-O %'o>WzoatLq� N"-ILL W V tf1 W SUB FLOOR NOTE- ALL TO BE Da a z��F° Q 'oI'o o f� FLOOR JOIST INSTALLED AS PER WNUFACTURE5 SILL PLA SPECIFICATIONS AND NY5 GORE I I d o Q Q 3 � QQnogo° Ca TERMITE SHIEL Ib 60. STRAP TIES MANUFACTURED FOUNDATION W? BY SIMPSON STRONG-TIE CONNECTORS ODEL No. GS1b OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. N N II ,xv>x2" STL. BEARING PLATE MANUFACTURED ' fA BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBPEV2 OR APPROVED EQUIVALENT80LT D�T�I L IGAL s/a"xl2" HOOKED ANCHOR BOLT O.G. KIT' MIN. EMBEDMENT INTO CONCRETE SCALE: 5/4" = I'-O" - WITHIN 6-12" OF EACH END OF PLATE USE SIMPSON Z-MAX OR HDG CONNECTORS �OUND�T I oN STR,�i��I N� DETAIL L TO INCREASE CORROSION RESISTANCE - _ _— FOR ALL HARDWARE IN CONNECTION YJ/ A00 LUMBER. SCALE: 514" = I'-O" W Z WHEN NOT ALIGNED WITH RAFTER, IV CONNECT KIN& STUDS TO TOP PLATE, Z WR SEE ROOF STRAPPING DETAIL AP V4" GALS. 20 6A. COIL STRAP STRAFF I NC DETAIL 3 VER TOP OF TOP PLATE 4 NAIL ROOF FRAMING SCALE: 3/4" = I'-O" 1— d O Y � z CRIPPLE Q `fl d cV STUDS DOUBLE TOP PLATE O O U. N — ADER .• cV HIP CORNER PLATES MANUFACTURED HIP CORNER PLATES MANUFACTURED JACK BY SIMPSON STRONG-TIE CONNECTORS BY SIMP50N STRON&-TIE CONNECTORS STUD MODEL No. HCP2 FOR 2x MEMBERS AND No. HCP4 FOR 4x MEMBERS OR MODEL No. HRGI 81 FOR 2x MEMBERS FULL LENGTH APPROVED EQUIVALENT INSTALLED AS OR APPROVED EQUIVALENT INSTALLED AS WALL STUDS MANUFACTURES SPECIFICATIO MANUFACTURES SPECIFICATIONS- — z w —FRAMED OPENING FOR NEW ° WINDOW OR EXTERIOR DOOR \\—HIP o LE TOP PLATE ° — ° FRAMIN& ° Q O ° OL IF RAFTER f <Z O v, O NOTE: O O UPLIFT CONNECTION 15 REQUIRED NO UPLIFT LNECTORS AT EACH END OF THE HEADER AND AT to REQUIRED TIHIS AREA ( ( BOTTOM HEADER STUDS IN ADDITION �HIF STRAFF I N DETAIL TO CONNECTORS AT WALL STUDS AND nn AT TOP AND BOTTOM OF CRIPPLES. !l_ z _ iv SCALE: 5/4" = 1'-0" — L� 6 &a. STRAP TIES MANUFACTURED BY SIMP50N 5TRONe3-TIE CONNECTORS USE 51MP50N Z-MAX OR HD& CONNECTORS Q MODEL No. C516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE IN STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDINARE CONNECTION O Z Z AND WRAP UNDER 51H PLATE AT FOUNDATION. ry Q ry Q z Ui�L I T CONNECTOR DETAIL a o w _ � Q SCALE: 3/4" = I'-O" � Q � p 4 TODD O'CONNELL t AjRCH ITE CT P.C. z TODD O'CONNELL, AIA Rg05.12 ICE BARRIERS PROVIDE ICE PROTECTION WHICH 1200 Veterans Memorial Highway " ATTIC CONSISTS OF AT LEAST 2 'RAFT-R-MATE Suite 120 LAYERS OF UNDERLAYMENT RAFTER VENT AS MANUF. CEMENTED T05ET}fER OR A BY OPENS CORNING Hauppauge,NY 11788. SELF-ADHERING POLYMER P(631)650-6666 4/ MODIFIED BITUMEN SHEET TO F0325 (631) 650-6667 EXTEND FROM THE LOWEST # F(631)650-6667 12 EDGES OF ALL ROOF SURFACE'S "!ram�` �\\ MATCH TO A POINT NOT LESS THAN 24 �,L EXIST INCHES INSIDE THE EXTERIOR � WALL LINE OF THE BUILDING. � \\� . ASPHALT SHINGLES TO MATCH EX15T 'x4" AC-0 P05T \ OVER 15#BUILDING FELT /� lY �, M o R-21 BATT INSULATION REp q z, HURRICANE ANCHORS MANUFACTURED BY 10" COLUMN WRAP W/ / '��' RC =a z W 2x8 R.R. • 16" O.G. SIMPSON STRONG-TIE CONNECTORS MODEL 4'X4" AGQ POST \� 0 0 N 'r� ~o= No. H2.5A OR APPROVED EQUIVALENT AT C� O� F� o z=> 1/2" GDX PLYWOOD 5HEATHINS EVERY RAFTER TO PLATE CONNECTION BOTH " ' SIDES �/4 xb COMPOSITE OR AGQ �(}. / ;,� � VENTED VINYL SOFFIT DECKING 6 o c� z Q ALUMINUM DRIP EDGE 2"Xb' ACQ J015T a I6" O.G. / R,,,., g J z C 12 W 2"Xb" FASCIA Q Q J cY �9 027935 O l- zoo n = 71/2" SHEET ROCK 21 2'XV" AGQ 4/ �F OF NE Ln Z z z o Ln 2x8 G.J.• Ib O.G. A 3 W a o a �- It j /a'O 6ALV.5TL.BOLTS MATCH W-J 0 ALUMINUM GUTTER 12d GLUE SHANK NAILS TYPICAL a?��W TO BE SELECTED FOR 5 FROM EACH SIDE HURRICANE ANCHORS MANUFACTURED U) BY 51MFWN 5TRON5-TIE - CONNECTORS MODEL No. H2.5A OR x6 FRIEZE BOARD APPROVED EQUIVALENT AT EVERY r RAFTER TO PLATE CONNECTION BOTH R-15 BATT INSULATION SIDES 2x4 STUDS 0 16" O.G. I I ° FRADE # /2' GDX PLYWOOD SHEATHING TYVEK HOUSE WRAP ( ) ELEVATED POST BASE MANUFACTURED BY ° RIGID INSULATION ° 4 SIMPSON STfZON6-TIE ' Z CONNECTORS MODEL ASPHALT SHINGLE TO MATCH EXISTING No. PB��44 OR APPROVED ON 15* FELT OVER 1/2" GDX PLYWOOD EQUIVALENT 5HEATHIN Z ° 4"0 50NO TUBE FILLED 50LID HURRICANE GLI / W/5000pS1 P.GONG. * w, * w 1- 0 a 4 4"x5" ALUMINUM GUTTERS TO MATCH / w oo O~ v EXISTING CONNECTED TO EXISTING I RIGID INSULATION w w v m ° DRAINAGE SYSTEM \ / w o F m 0-)Y�o R 15 BATT INSULATION O J Q 0 1/2" GYPSUM WALL BOA 2x4 STUD5 • 16' O.G. 2"xb' CEILING z u T z 0=o F N m JOIST• Ib" O.G. W/R-21 w a F Q z in (� TRIM TO SELECT /2" GDX PLYWOOD 5HEATHINS ' BAIT INSUL �,0 o z . F 5/4' PLYWOOD 5UBFLOOR 2"x&"ROOF SIDING TO MATCH EXIST. I'kb' FASCIA OVER TYVEK HOUSE WRAP ti RAFTER m 16" O G. W/ w$ z 0 o w 0 W V 2x10 F J. • Ib O.G. ° _ R-21 BAIT INSUL. ALIGN EXISTING a 12"CONTINUOUS VENT R-50 BATT INSULATION GROWN MOULDI ,�w 4 z�'o o QCD 7. 2xb AGO SILL PLATE o o uwi 2"x4" WOOD FRAMED WALL o o w o TETiMITE SHEILD 4 SILL INSULATION W/R-15 GATT. INSULATION a F w w w I Q Q3 °� N .00 12'xl2' HOOKED ANCHOR BOLT u�w a y w N w 1/2' GDX PLYWOOD SHEATHIN 4- • 5'-0" O.G• F�O �duZo } z I" RI51D INSULATION z H 0 0 v Q 'n 0 z 111 � v MASTIC DAMPROFFING � SIDIN(STOBILI E X "d. SELECTED OVER pQZd�w� `� a TYVEK BUILDING WRAP w Q z w III f FINISHED GRADE �'y'<'3 y, o R-QQ��no�1-ou Q GfG I7 T,�I L I ROOF DETAIL SCALE: I I O SCALE: I" = I'-O" N Nm • Ica 8 P.GONG.FOUNDATION WALL 2' P.GONG.RAT SLAB PROVIDE AN51ON JOINT AT WALL 2x4 KEYWAY 1Ox20 P. GONG. SPREAD FT5. Q a MIN 56" BELOW GRADE d•. ° REBAR MIN. 5" COW-.. COVER 6 O v LU Z c n ASPHALT SHINGLE5 TO IV a d•v E SELECTED OVER 15M Z 5 BUILDING FELT MATCH /2' GDX PLYWOOD SHEATHIN5 V �[ 2x8 R.R. O 16" O.G. +a 20" HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL WW No.H2.5A OR APPROVED EQUIVALENT AT < F- EVERY RAFTER TO PLATE CONNECTION BOTH Y 9SIDES It 1�1>�LL. DETAIL. 2xb SOFFIT FRAMINS cl to W � FF-- o I6" O.G. 4" FRE5H AIR VENT t11 � J I THROUGH ROOF m O Q SCALE: 3 4 = I -O ALUMNIUM GRIP EDGE p Q FASCIA TO I L 0 MATCH EXIST I P5105.1 RODF EXTENSION I OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE I TERMINATED NOT LE55 THAN b INCHES ABOVE THE ROOF OR b " ALUMINUM GUTTER INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, 5 I N TO MATCH EX15T WHICHEVER 15 GREATER.WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT PIPES SHALL TERMINATE NOT LE55 THAN T FEET ABOVE THE ROOF. PROPOSED 2" 3" T CLO5F HHIERE THE PPERC NT VALUE FOR OUTSIDE DESIGN BATHROOM TEMPERATURE IS O"F OR LESS,VENT EXTENSIONS THROUGH A (2) 2X8 GIR eR ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN �--�'-�i SHOWER ENCAPSULATED DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE 1 I MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE 1 I 10" COLUMN WRAP W/ of THE BUILDING. ( I 40X4' AGO P05T i O TABLE P520I.1 ( I I 7-517E OF TRAPS FOR PLUMBIN6 FIXTURES 2" TRAP SIZE 1 12" PLUMBING FIXTURE MINIMUM " /\ (INCHES) 1 1/2 'Oi�G i�00 I7 T>�I L BATHTUB(WITH WITHOUT SHOWER HEAD AND/Oft 1 1/2 FIRST I WHIRLPOOL ATTACHMENTS) BIDET 11/4 FLOOR G CLOTHES WASHER 2 STANDPIPE 2 0 ✓GALE: I" = I'-O" DISHWASHER ON SEPARATE TRAP 1112 1 2 2„ J-u FLOOR DRAIN 2 KITCHEN 51NK(ONE OR TWO TRAPS,WITH OR WITHOUT DISHWASHER AND FOOD WASTE DISP05EK) 1 1/2 3° /'� LAUNDRY TUB ONE OR MORE COMPARTMENTS 1 1/2 GRADE \ n �u LAVATORY 1 I/4 HWH -1 SHOWER(BASED ON THE TOTAL FLOW RATE O THROLI H SHOWERHEACS AND BODYSPRAYS) FLOW RATE: GPM AND LESS I I/2 M O MORE THAN :'- GPM UP 12.5 GPM 2 O A MORE THAN 12.5 GPM UP T TO 25.8 3 ,■u\)— MO AN 5. GPM "} CONNECT TO EXISTING WASTE 1nL V I z Q FLUMB I NO RI 5ER D I AORAM ° Q SCALE: 114" = I'-O" N N I O N ry N z 4 Q z • LU [Q 4 O Q 6 TABLE R602.3(5) SIZE, HE 1 OHT AND SPAG I NO OF WOOD STUDS TABLE R602.3(1) TABLE R602.3(1) BEARING WALLS NON-BEARING WALLS FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN / ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER Or SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abc STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY - tIIYCN'�lwC.; INTERMEDIATE UNSUPPORTED 57UD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED ; TODD O'CONNELL ROOF EDGEsh SUPPORTS c� (INCHES) a (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT A•R C hl I T E C T P.C. (INCHES HEIGHT(INCHES) 4-ad BOX(2 �"xo.113"9 OR ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC, ASSEMBLY (INGHE5) HEIGHT Q (INCHES) Q (FEET) Q (FEET) !,�' WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL BLOCKING BETWEEN CEILING J015T5 OR RAFTERS 3-ad COMMON(2 Y2"X0.131");OR TOE NAIL 5HEATHIN5 TO FRAMING[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL 5HEATHING TO WALL FRAMING] 1 TO TOP PLATE 3-IOd BOX 1`2 YYX0.126");OR bd COMMON 2"X0.113" NAIL SUBFLooR,WALL TO D D O'C O N N E L L, A I A 3-31,XO.131" NAILS 30 5/s"-Y2" ad COMMON(2 Y2"X0.131")NAIL(roof);or R51R5-0 b 12f (2 51 b* x 0.113")nail (roof) 1200 Veterans Memorial Highway 4-5d BOX(2 j"X0.113") OR ad COMMON NAIL(2 Y2"X0.131");or R5R5-01; f Suite 120 2 CEILING JOISTS TO TOP PLATE 3-ad COMMON(2 Y2"X0.I31");OR PER JOIST,TOE NAIL 31 '�52" - I (2 %" X 0.113")nail (roof) b 12 Y2'XO.I2a');OR IOd COMMON(3"X0.14a") NAIL;OR 3-3"X0.131' NAILS Hauppauge,NY 11788 3-IOd BOX(2 , 32 1 Y8' - I Y4" ad (2 Y2"X0.131")DEFORMED NAIL 6 12 P(631)650-6666 CEILING J015T NOT ATTACHED TO PARALLEL RAFTER, 4-IOd BOX(3"X0.12a") OR OTHER WALL 5HEATHING ' F(631)650-6667 (see Section R802.5.2 and Table b02 e;2) 4-3'X0.131" NAILS 33 fe"or I"GROWN (516)658-0325 3 LAPS OVER PARTITIONS 3-Ibd COMMON(3 Y�'XQ.I62");OR I Y2"GALVANIZED ROOFING NAIL, rye"HEAD FACE NAIL Y2' STRUCTURAL CELLULOSIC FIBERBOARD 3 b SHEATHING DIAMETER,OR I Ya"LONG Ib ga.STAPLE WITH 2X4 10 24 I6 -- ' 4 24 10 16 CEILING JOIST ATTACHED TO PARALLEL RAFTER TABLE R802.5.2 1 5/4"GALVANIZED ROOFING NAIL,7(b" HEAD 2X6 10 24 4 (HEEL JOINT)(see Section R502.5.2.and Table R802.5.2) FACE NAIL 34 /y2'STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I Y2"LONG 16 ga.STAPLE WITH 3 6 24 ib 24 5HEATHING 3(6"OR I"GROWN 20 24 FOR SI: I INCH = 25.4 mm, I FOOT = 304.8mm I Y2" GALVANIZED ROOFING NAIL;STAPLE 4-IC d BOX(3"XC.12a") OR d a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE > 0 3s Y2" GYPSUM SHEATHING GALVANIZED, I Y2"LONG,I Ya" SCREWS, SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED RED ARC, =Q W V COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X 20go. 3-lod COMMON (3)z"XO.14a");OR TYPE W OR 5 5 RIDGE STRAP TO RAFTER 4-3"XC.131" NAILS FACE NAIL EACH RAFTER d I %"GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. �"\ 0,U y/ a F 36 5/8"GYPSUM 5HEATHING GALVANIZED,1 5/5' `aGREN5,TYPE W OR 5 T 7 b. SHALL NOT BE USED IN EXTERIOR WALLS o = WOOD STRUCTUUAL PANELS COMBINATION SUBFLOOR UNDE 2LAYMENT TO FRAMING c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO �\ ��OO r ,'„yam NFl C) 2-0 <<3 3-I6d BOX NAILS(3 S" V'XC.1 OR 2 TOE NAILS IL ONE SIDE 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.3-IOd COMMON NAILS(3"X0.14a");OR AND I TOE NAIL ON OPPOSITE 6d DEFORMED(2"X0.120") NAIL;OR c 6 RAFTER OR ROOF TRU55 TO PLATE 4-IOd BOX(3"X0.12a");OR SIDE OF EACH RAFTER OR 37 5/4" AND LE55 6 12 w w r 4-3"XO.131" NAILS TRUSS I ad COMMON(2 Y2"X0.131")NAIL " go 0-z< J/ N Z ad COMMON(2"XO.131")NAIL;OR b 12 TABLE R602.10.4- BRAG I NO METHODS E a m= 3a /e" - I" ad DEFORMED(2 Y2"XO.1209 NAIL x` 4-Ibd (3 "X0.135")OR Y` ""r- N 3�<w 3-IOd COMMON (3"x0i14a");OR TOE NAIL 10d COMMON(3"X0.145") NAIL;OR METHODS, MATERIAL MINIMUM THICKESS FIGURE CONNECTION GRITERIA ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* A5 PER � 027935 � FSZo 4-10d BOX(3"x0.12a');OR 51 1 Ye" - 1 Y4" 6 12 FASTENERS SPACING TABLE R301.1 9 O -Z z z N 4-3"XO.131" NAILS ad DEFORMED(2 Y2"XO.120")NAIL TF y o = 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR ` � z�z o~ ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM FOR 51: 1 inch = 25.4 mm, I foot = 504.a mm, I MILE PER HOUR = 0.447 QF N m/s;I ksi = b.a95 MPa z v 3-Ibd BOX(3 �"Xo.135") OR EXTERIOR SHEATHING PER 6"EDGES 12" FIELD STRUCTURAL MEMBER ALLOWABLE a o W J 2-Ibd COMMON(3Y2"X0.162");OR TOE NAIL TABLE Rbo2.3(3) DEFLECTION 3 w a a i3-IOd BOX(3"X0.12a");OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING GS-W5P 3-3"X0.131"NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: b0 K51 FOR SHANK DIAMETER OF O.Ig2 INCH(20d CONTINUOUSLY SHEATHED 3/8" RAFTERS HAVING SLOPES OR THAN 3/12 L/180 WALL COMMON NAIL),40 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.M INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER WITH NO FINISHED CEILING ATTACHED TO DIAMETERS OF 0.142 INCH OR LESS. TABLE R602.3(1)or R602.3 (2) VARIES E, FASTENER RAFTERS m Ibd COMMON(3 Y2"X0.162") 24" O.G.FACE NAIL b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/I6-INCH ON DIAMETER GROWN WIDTH. IOd (3"X0.12a");OR c.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER. r b STUD TO STUD (NOT AT BRACED WALL PANELS) O INTERIOR WALLS AND PARTITIONS H/180 3"X0.131") NAILS I6" O.G.FACE NAIL d.FOUR-FOOT BY b-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. � N C. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE RbO2.3(2). F.WHERE THE ULTIMATE ME510N WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATHING TO lu CIS-& FLOORS L/360 O 6d BOX(3 Y2"XO.1351%OR z # D 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH STUD TO STUD AND ABUTTING 5TUD5 AT INTERSECTING WALL 12"O.G.FAGS NAIL GABLE END WALL FRAMING SHALL BE SPACE CONTINUOUSLY SHEATHED CEILING WITH BRITTLE FINISHES (INCLUDING 4 3"X0.131" NAILS NAILS FOR ATTACHING PANEL ROOF 5HEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INGHE5 ON CENTER FOR MINIMUM 45 INCH WOOD STRUCTURAL PA'iEL 3 ° SEE METHOD G5-W5P SEE METHOD G5-W5P L/360 Q CORNERS(AT BRACED WALL PANELS) DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INGHE5 ON CENTER TO GABLE END WALL FRAMING. Z ADJACENT TO GARAGE /8 PLASTER AND STUCCO) F- v Ibd COMMON(3 Y2"X0.162") 6" O.G.FAGS NAIL g,GYPSUM 5HEATHING SHALL CONFORM TO A5TM C 1346 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD 5HEATHING OPENINGS CEILINGS WITH FLEXIBLE FINISHES (INCLUDING Ibd COMMON(3 Y2"XO.162") I6"O.G. EACH EDGE FACE NAIL SHALL CONFORM To A5TM G 205. ~ GYPSUM BOARD) L/240 _l h.5PAGING OF FASTENERS ON FLOOR 5HEATHING EDGE5 APPLIES TO PANEL EDGE5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED Q 10 BUILT-UP HEADER(2"TO 2" HEADER WITH Y2" SPACER) Ibd BOX (3 Y2"X0.1359 12"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPADING OF FASTENERS ON ROOF 5HEATHIN6 PANEL EDGE-_,APPLIES TO PANEL EDGES O SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOGKIN6.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO ALL OTHER STRUCTURAL MEMBERS L/240 }- 5-ad BOX(2 Y2"X0.113");OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROV15101,45 OF THI5 CODE.FLOOR PERIMETER SHALL BE EXTERIOR WALLS - WIND LOAD" WITH PLASTER OR H/360 Z II CONTINUOUS HEADER TO STUD 4-ad COMMON(2)�"X0.131");OR TOE NAIL SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. G5-PF 4-IOd BOX(3"X0.12b" I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING J015T IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS O CONTINUOUSLY SHEATHED 7 �' SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 STUGCO FINISHES ON ONE 51DE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON /16F1 I F_J 11Ibd COMMON(3Y�'XO.I62") I6" O.G.FAGS NAIL THE OFF051TE 51ME OF THE RATER SHALL NOT BE REQUIRED. PORTAL FRAME EXTERIOR WALLS - WIND LOADSa WITH OTHER H/240 Lp<i v w0 z BRITTLE FINISHES 0 ° 'z~N 9 a W 12 TOP PLATE TO TOP PLATE IOd BOX(3"xo.12a");OR O w w° '0 O O O 3'X0.131") NAILS 12" O.G.FACE NAIL a d w 0.w v EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120 < N 0 T TABLE R802.1 I RAFTER OR TRU55 UPLIFT GONNEGTI ON FORGES I Y;' long X O.I2 dia. d�=w 0�_ b-Ibd COMMON(3�"XO.162"9;OR FACE NAIL ON EACH SIDE OF ab.c,d.e,f ah 2rJ „ (for Y2"thick sheathing) FINI5HE5. w o F ro° O_ FROM WIND (ASD) (POUNDS PER GONNEGTION) � y2 or /32 for 1 Sr4" lon X 0.12 dia. 12-Ibd BOX(3 Y2"X0.135");OR END JOINT(MINIMUM 24" LAP GS-SFBd g O J-i F O° 13 DOUBLE TOP PLATE SPLICE 12-IOd BOX(3"XO.l2a");OR SPLICE LENGTH EACH SIDE OF EXPOSURE B CONTINUOUSLY SHEATHED CY1QX1171UPYl 16 (for 2S/y2" thick sheathing) s"EDGES 6"FIELD LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 F z <�Oo w O x w 12-3"XO.131"NAILS END JOINT) STRUCTURAL FIBERESOARD galvanized roofing Halls or ad common Z O M Z O H F N StUG� 5 QG in (2 Y2" long x 0.131"dla) nails NOTE: L=SPAN LENGTH, H=SPAN HEIGHT d f_;d Z w 0 ULTIMATE DE51ON WIND SPEED Vult (mph) IO gH a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS n V w w o°z Q 0 W RAFTER OR ROOF SPAN 130 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN Qz= w IU V TRU55 SPACING (FEET) AS 0.1 TIMES THE COMPONENT AND CLADDING (ASD) LOADS w i=0 z°-0�z UJ V FOR 5I: I INCH = 25.4 mim, I FOOT = 304.8mm I degree, = 0.0115 rod I pound per s uore. foot=41.8 N/mZ, I mile per hour = 0.441 m/s. F Q N o a a o ROOF PITCH ROOF PITCH g P P of p OBTAINED FROM THE TABLE R301.2(2). ' `� a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories G, Do, DI and D2, b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE o w o Q w o a V ~ Ibd COMMON(3Y2"X0.162") Ib" O.G.FAGS NAIL <5:12 >5:12 <5:12 >5:12 b. Applies to anels next to garage door opening where supporting able end wall or roof load only. Shall only be used on one wall 0<� BOTTOM PLATE TO JOINT,RIM J015T,BAND J015T OR pp p g g p g pp g g y� y THE LENGTH OF THE CANTILEVER. 14 I6d BOX(3 Y2"X0.13s");OR 12 q5 88 122 115 of the garage. In Seismic Design Categories D , D , and D roof Covering dead load shall nat exceed 3 sf. z N 0 o BLOCKING(NOT AT BRACED WALL PANELS) 12" O.G.FACE NAIL g g g g 0 I 2 g P C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN <v w F o} 3"XO.131") NAILS 18 122 112 15-7 146 c. Garage openings ad•0cent to a Method CS-5 panel Shall be provided with a header in accordance with Table R602.5 (1). A full z uj w 0 z W 0 0 w m gJ P p ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO z ��z F 24 14q 137 Iq2 178 height clear opening shall not be permitted to a Method GS-G panel. o° w < dv 3-I6d BOX(3 Y2"X0.135");OR 3 EACH I6" O.G.FACE NAIL 2E> 167 155 216 200 g p g p p GONERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS F a d v N Q F w $OTTOM PLATE TO JOINT,RIM J015T,BAND J015T OR 2-Ibd COMMON(3Y2"X0.162");OR 2 EACH 16" O.G.FAGS NAIL 12" O.G. d. Method GS-5FB does not apply in Seismic. Design Categories Do, DI D2. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF Q N o° ° z zz_ o IS BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH I6" O.G.FACE NAIL 32 05 I10 240 222 36 205 06 264 244 e. Method applies to detached one and two-family dwellings in Seismic Design Categories Dothrough D2only. GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED i w Q N 4-95d BOX(2 j'X0.113");OR 42 250 211 500 27& L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE i w o 3-I6d BOX(3 Y2"xo.13s");oR FL 45 258 236 336 511 LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. 0 o W_ o w i5 w~ 4-95d COMMON(2 Y2'X0.131");OR TOE NAIL 12 126 111 162 150 FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF N o p o } 4-I0d BOX(3"x0.12a");OR 18 162 14q 20q Iq4 TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD z q),n V<-1 N F°Z m 16 TOP OR BOTTOM PLATE TO STUD 4-3' X 0.131 NAILS 24 1q8 02 255 231 DEFLECTION SHALL NOT EXCEED L/120. S_T�2 2 o N q °o z 3-I6d BOX (3 "X0.135");OR „ 2b 222 205 287 266 EQUIVALENT U-FAGTOR5 d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM Z)~V � - 2-Ibd COMMON(3 Y2"X0.162");OR END NAIL 16 O.G. 32 246 226 31q 2q5 0<_ < w <w 3-IOd BOX(3"xo.12a");OR BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE $w z i a $�o 36 270 247 551 525 DEFLEGTI ON OF H/180. << N o 0 o 00 Q 3-3"X0.131" NAILS 42 506 2al 3q11 1 570 CLIMATE ZONE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE e. REFER TO SECTION R703.8.2. 3-I0d BOX( 2a");0R 48 343 314 447 414 1 U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE N N 7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-Ibd COMMON (5(3 Y2"X0.162");OR FACE NAIL 3-3"X0.131' NAILS EXPOSURE G 3-ad BOX(2 "xo.113");OR ULTIMATE DESIGN WIND SPEED Vult (mph) /4 0.32 O.55 0.026 / / 2-ad COMMON(2 Y2"X0.131");OR / 0.060 0.0,15 /G.047/, 0.065 Ib I"BRAGE TO EACH STUD AND PLATE 2-106 BOX(3"X0.12a");OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph / 2 STAPLES 1 5/4" TRUSS SPACING (FEET) Box 2 xo. ;OR ROOF PITCH ROOF PITCH 5 0.50 0.55 0.026 0.060 0.082 0.055 0.050 0.055 2-501 COMMON(2 Y2"X0.131");OR <5:12 >5:12 <5:12 >5:12 Iq I"X 6"5HEATHING TO EACH BEARING 2-I0d BOX(3"X0.12a");OR FACE NAIL - - A5 MAX. A5 MAX. 2 STAPLES, I"CROWN, lb a.,i °14"LONG 12 161 151 loa 06 PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. g 3-ed BOX(2 "xo.113');OR 0 208 Iq5 257 242 3-ad COMMON(2 Y2"XO.151");OR 24 256 23q 51-1 2cla 3-IOd BOX(3"xO.I2a11);OR „ 25 28q 26q 559) 555 3 STAPLES, 1"GROWN, 16go.) 5/4"LONG 12 O.G. 32 521 1 2qq 3q8 575 TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE 20 1"X b"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X a" FACE NAIL 36 555 32ci 438 411 4-5d BOX(2 }"XO.115");OR 42 402 575 4qq 468 INSULATION AND FENESTRATION REaU1'REMENT5 BY COMPONENT W 3-ad COMMON(2 Y2"XO.131");OR 48 llJ 450 420 560 524 u Z 3-I0d BOX(3"x0.125");OR 12 214 201 265 247 4 STAPLES, I"GROWN, I6ga.,I 5/4"LONG 15 277 2501 342 522 GLAZED 4 FLOOR 24 540 318 422 3016 CLIMATE ZONE FENESTRATION 5K1'1_II51-IT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE v 4-5d BOX(2�"XO.113'7;OR 28 384 358 476 446 b b'e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE I6" O.G. U-FACTOR U-FACTOR SHGG 1 c d e 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-ad COMMON(2 Y2"X0.1319;OR 32 42-1 3q8 52cl 4q6 3-I0d BOX(3"X0.12a");OR TOE NAIL , 20 OR 36 46q 438 583 547 ' �' 40 3-3"X0.131"NAILS 42 555 4qq 664 622 /; 4 '0.32 0.55 0.40 ' 4q all /Iq !10 CONT. OR // 10 /'2FT 10 CONT. OR U ad BOX(2 "XO.113") 4" O.G.TOE NAIL / / // 15 + �✓ .h 15 CAVITY / 13 CAVITY F- < 48 5qq 55q 745 bq1 V Z RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP ad COMMON(2 Y2"XO.131");OR 20 OR V 22 PLATE(ROOF APPLICATIONS ALSO) IOd BOX(3"X0.12a");OR 6" O.G.TOE NAIL IS CONT. OR I5 CONT. OR 5 0.30 0.55 NR 4q 13/I� 30 g 10 / 2FT. 3"x0.151" NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.5mm, I MILE PER HOUR= 0.447 m/s, 15 + 5 h 11 CAVITY 19 CAVITY Box 2 xo. ;oR I POUND =0.454kg, I POUND PER 5OUARE FOOT = 41.q N/mZ, 1 plf 14.6 N/m A5 MAX. AS MAX. N 2-ad COMMON(2 Y2"X0.131");OR PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. 23 1"X b" SUBFLOOR OR LESS TO EACH J015T 3-I06 BOX(3"X0.12a");OR FACE NAIL V.I.F. -V.I.F. d 2 STAPLES, I"GROWN, l6go.,1 5/4"LONG o. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF m O HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES Q 24 2" SUBFLOOR TO JOIST OR GIRDER 2-Ibd COMMON((5 3-Ibd BOX(3 Y2' Y2"X X0..OR HEIGHT BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE 3 Y2 TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE 25 2" PLANKS(PLANK 8 BEAM -FLOOR E ROOF) 3-I6d BOX 0 Y2'X0.135");OR AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABLE R507.2.1 - 2-Ibd COMMON(3Y2"Xo.162") TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF PLACEMENT OF LAO 5GREWS AND BOLTS IN DECK LEDGERS EDGERS AND BAND JOISTS (V 3-4-10 Ibd BOX OR COMMON(3 "XO.162") HEIGHTS. 26 BAND OR RIM JOIST TO JOIST 4-0 0.131" NAILS;OR END NAIL b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 4-3"X 14go.STAPLES,a"GROWN A55EMBLY DEAD LOAD OF 15 PSF. NAIL EACH LAYER AS FOLLONT c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF TOP EDGE BOTTOM EDGE ENDS ROW SPACING 20d COMMON(4"XO.IQ2");OR 32"O.G.AT TOP AND BOTTOM OVERHANG OF 24 INGHE5. AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE LEDGER0 2 INGHESd 5/4 INCH 2 INGHESb I 5/a INGHESb 24" O.G.FACE NAIL AT TOP IOd BOX(3"xo.12a^);OR MULTIPLIED BY 0.15 FOR CONNECTIONS NOT LOCATED WITHIN & FEET OF BUILDING /4 INCH 2 INCHES 2 INGHE5 I / 27 BUILT-UP GIRDERS AND BERMS,2-INCH LUMBER LAYERS 3"X0.131" NAILS AND BOTTOM STAGGERED ON BAND JOIST` 3 b s b OPPOSITE SIDES CORNERS. a INGHE5 Z AND: e. FOR M (4" BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED FOR 51; 1 INCH=25.4 MM O Ul- 2-20d COMON XO.la29.,OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.10. THIS a. LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(I). 7 W 3-IOd Box(311X0.12511);OR AT EACH SPLICE REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED b. MAXIMUM 5 INCHES. 3-3"X0.131" NAILS FORGES. C. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. ' 4-16d BOX(3 "X0.135")RJR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE 295 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3Y2"XO.I62");OR AT EACH JOIST OR RAFTER, CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 {�if FOR EACH FULL 4-lod BOX(3"X0.126");OR FACE NAIL 4-3"XO.131 NAILS HALL ABOVE. TABLE R&O2.10.5 Q }' 2-IOd(3"Xo.125")or 2-5d common LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS Z :2; BRIDGING OR BLOCKING TO JOIST (2Y2" X 0.151";or 2-3"X 0.1319 nails EACH END,TOE NAIL 51HALL BE PERMITTED. MINIMUM LENGTH OF BRACED WALL PANELS In. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED METHOD MINIMUM LENGTH TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. (INCHES) CONTRIBUTING > ADJACENT CLEAR WALL HEIGHT LENGTH 1 OPENING HEIGHT a FEET a FEET !10FEET II FEET 12FEET (INCHES) (INGHE5) .�{ TABLE R602.3(3) WOOD PANEL WALL SHEATHING FASTENING SCHEDULE a'b'` TABLE R507.2 CS-WSP < 64 24 27 30 33 sb ACTUAL C Z O MINIMUM WOOID MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND DECK LEDGER CONNECTION TO BAND JOISTob O MINIMUM NAIL STRUCTURAL PANEL THICKNESS 5-UD SPACING PANEL NAIL SPACING SPEED VULT(MPH) (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=I O PSF SNOW LOAD <_ 40 PSF (� SIZE PENETRATION PANEL SPAN. (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY (INCHES) RATING (INCHES O.G) (INCHES O.G.) B G D JOIST SPAN O O CONNECTION DETAILS _^ bd COMMON 6 AND LESS 6' 1"TO b' b'I" TO 10' 1 10'I TO 12' 1 121 TO 14' 141" TO 16' I6I TO Ib' v' 1.5 24/0 3/a I6 b 12 140 115 110 (2.0"X0.113") ON-CENTER SPACING OF FASTENERS ad COMMON 1.75 24/I6 7/I6 I6 b 12 170 140 135 INCH DIAMETER LAG SCREW -,d 30 23 IS 15 13 II 10 (2.5"X0.131.9 24 b 12 140 115 I10 WITH j INCH MAXIMUM SHEATHING Z FOR 51: 1 Inch = 25.4 mm, I MILE PER HOUR -: 0.447 m/s � INCH DIAMETER BOLT WITH� INCH 36 36 34 201 24 21 Iq o.PANEL STRENGTH AXI5 PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" MAXIMUM 5HEATHING d ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXI5 PERPENDICULAR TO SUPPORT, INCH DIAMETER BOLT WITH I-INCH 3(_ 36 29 24 21 la 16 b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. MAXIMUM SHEATHIN6e 0 LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION RbO2.10. FOR 51: I inch = 25.4 mm, I foot =304.5 mm, I pound per square foot = 0.047c1 kilo c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF W4LL-I6 OR WALL-24 SHALL BE PERMITTED A5 AN ALTERNATE TO PANELS WITH A 24/0 a,Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contracting the house bond Joist. SPAN RATING. PLYWOOD 51MINO RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED A5 AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING. b.5now load shall not be assumed to act concurrently with live load. WALL-16 AND PLYWOOD SIDING 16 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER. c.The tip of the lag screw shall fully extend beyond the inside Face of the band Jolst. ry N [Q d. Sheathing shall be wood structural panel or solid sawn lumber N N �5 e.Sheathing shall be permitted to Ix wood structural panel,gypsum board,fiberboard,lumber or foam sheathing. 6 z Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable N sheathing thickness where combined with wood panel or lumber sheathing. N < 0 • O Q Z_ # w m < oo � la TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA CONTINUOUS BEAD A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE --OF SEALANT GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED A5 H• '. CONTINUOUS AIR BARRIER A SEALING MATERIAL TODD 0 CONNELL MANUFACTURED THIN-PROFILE A R C H I T E C T P.C. —EXISTING ATTIC VENTILATION BAFFLE VENTED AIR SPACE BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE To / FLOOR ASSEMBLY (FULL WIDTH ATTIC INSUTAITON SEALED )�' RIGID �" TODD O'CONNELL, AIA INSULATION THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 1200 Veterans Memorial Highway IONAL CEILING / ATTIC OAFS IN THE AIR BARRIER SHALL BE SEALED THE INSULATION IN ANY DROPPED GEILING/SOFFIT Suite 120 --CONTINUOUS MINIMAL ELEVATION SHALL BE ALIGNED WITH THE AIR BARRIER EXPANDING FOAM AT D CAVITY INSULATION ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE Hauppauge;NY 11788 WINDOW PERIMETER ANDING, FOAM AROUND WALL DOORS TO UNCONDITIONED ATTICS SPACES SHALL BE SEALED P{631)650-6666 SECTION. T PERIMETER OF LOOSELY F(631)650-6667 GUT RI61D INSULATION NTINUOUS BEAD CAVITIES WITHIN CORNERS AND HEADERS OF FRAME C 516 658-0325 FILING GYPSUM BOARD "O�= SEALANT THE JUNCTION OF FOUNDATION AND SILL PLATE TO ( ) AS AIR BARRIER i" R161D INSULATION WALLS BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE ExISTING BAND JOIST INSULATION THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE -CONTINUOUS BEAD RETROFIT WITH 1 V2"RIC710 INSULATION XTERIOR INSULATED EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM " �' °' •' —WINDOW UNIT AS OF SEALANT WALL EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED ,t:y C:C�I: lailltfi AIR BARRIER NTINUOUS BEAD q-00900 Scale=0/4' = Ib• KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER } o CONTINUOUS MINIMAL WINDOWS, SKYLIGHTS, AND DOORS BRED ARC, Z z W EXPANDING FOAM AT INTINUOUS MINIMAL 5-01004 5cale,5/4" . 1'-0• THE SPACE BETWEEN WINDOW/DOOR JAMBS AND '� y z w FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE Gj 0 C — WINDOW PERIMETER EXP IN6 FOAM AT SEALED Z��a WINDOW PERIMETER CONTINUOU5 BEAD i' 6YPSUM BOARD FAGTURED RECE55ED LIGHT w a —OF SEALANT X4 BLOGKIN6 RIM J015T �= z ENCLOSURE RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED '�aw� ATTIC INSULATION N 3 W Q FILING JOISTS FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED 027935 �� rgzo- OF ADHESIVE BEAD TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE v) OF ADHESIVE FLOORS (INCLUDING ABOVE GARAGES 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY qTF '�� o z= CONTINUOUS BEAD INDOW UNIT A5 OF z Z o OF SEALANT AIR BARRIER CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY NL Z o W INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH ao �LIIINSULATED EXTERIOR THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION 3wao4 WALL INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND CONTINUOUS MINIMAL HEATHI R YdAI-I- -_ EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS m ' EXPANDING FOAM AT SHEATHING WINDOW PERIMETER ANDIN6 FOAM SEALANT � AT PERIMETER CRAWL SPACE WALLS r-- 2-STUD CORNER WITH Ix4 BACKER NTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, N OF SEALANT BE COVERED WITH A CLA55 I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE O CONTINUOUS BEAD RYWALL GEILIN6 WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS Z #SEALANT 5-00006 5cale:5/4' = I'-0' RECESSED LIGHT FIXTURE DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE < V SHAFTS / a NTINUOUS BEAD PENETRATIONS SHAFTS OPENING TO EXTERIOR OR —GO TI O BEAD ° OF SEALANT OF ADHESIVE UNCONDITIONED SPACE TO BE SEALED -i NTINUOUS BEAD AIRSMIIBATREC05ML16WMINATTIC BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR Z � NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT O }- -FULL PUOUS SILL SEALER OF SEALANT NTINUOUS BEAD S4IM Swle: ■5/4' . I�-O■ ON INSTALLATION READILY CONFORMS TO THE AVAILABLE O Z -FULL WIDTH OF MUD51L1 OF ADHESIVE CAVITY SPACE —FOUNDATION KAL.L NTINUOUS BEAD GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED 3 AS AIR BARRIER OF SEALANT SPACE w 0 o —CONCRETE SLAB AS RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE w u° ��o 0 0 �w w�* ° AIR BARRIER BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED Q N o a_ TO THE DRYWALL 0 T w o�u w w ul AIR TIGHT AND IC, RATED 5 ,FLOOR ASSEMBLY OGKIN6 A5 REQUIRED �o a ° ° CONTINUOUS BEAD YPSUM BOARD BOX PLUMBING AND WIRING GATT INSULATION SHALL BE GUT NEATLY TO FIT F z F g o w w ° F SEALANT NTINUOUS BEAD ENCLOSURE AROUND WIRING AND PLUMBING IN EXTERIOR z u T z 0 1 w a OF SEALANT ATTIC INSULATION WALLS, OR INSULATION THAT ON INSTALLATION 5 N��o o z �` Q READILY CONFORMS TO AVAILABLE SPACE SHALL o 0 T IN NTINUOUS BEAD CEILING JOTS EXTEND BEHIND PIPING AND WIRING Q?F v 1 z(L 0 z V �. OF SEALANT 5HOWER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS W F d N 0 u q w F 2 O INTERIOR 6YMSUM7] EXTERIOR WALLS ADJACENT TO SHOWERS AND °o w o O WALLBOARD AS BARRIER ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FROM THE SHOWERS AND TUBS TUBS SHALL BE INSULATED p H Q w o F lalN w;-1 L. I iN % ELEGTRIGAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND z~�' o m CONCEPTUAL AIR SEA�LINO STRA�TEOY // CONCEPTUAL AIR 5EALINO 5TRAaTEOY // `Wwo_z;ooQ LOWER WALL SECTION UPPER WALL SECTION ON AT UPPER WNCaMFLp011Rt BANDI�io 5T ` i TBOY EXTERIOR WALLS ELEGTRIGAL OR GOMMUNIGATION BOXES OR o° w AIR-SEAL BOXES SHALL BE INSTALLED i a µ, w 5-02011 Scale:3/4• = I'-O• v �o-°�F°O w o 11 I n t1 11 XPANDING FOAM SEALANT HVAG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING E D w lu o w-Q z-7 N 5-02002 5r,a 1e:5/4 = I -0 5-�02003 5Ga l e:3/4 = 1 -O AT PERIMETER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE u u ,�F w u V -CONTINUOUS BEAD OF 5UBFLOOR OR DRYWALL SEALANT '�F w F�p W;3 0 W YWALL GEILIN6 WHEN REQUIRED TO BE SEALED, CONGEALED FIRE u m o o z W u�° } GYPSUM BOARD CONGEALED SPRINKLERS w O N o W " 2) LAYERS 2" RI61D INSULATION GE55ED LIGHT FIXTURE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER Q INSTALL I RI61D INSULATION INSTALLED DURING FRAMING THAT IS RECOMMENDED BY THE MANUFACTURER. z it o z� w =GIN°��u�°� � CAULKING OR OTHER ADHESIVE SEALANTS SHALL GUT TO FIT BETWEEN THE NOT BE USED TO FILL VOIDS BETWEEN FIRE $ o RAFTERS FROM SEAL BOTH AIR SFxnrs AT I�GfSEID LI6HTINS IN ATTIC SPRINKLER COVER PLATES AND WALLS OR Q Q o o o u Q I RI61D INSULATION SIDES ALONG RAFTER WITH CEILINGS ROUGH GUT AROUND EXPANDING FOAM SEAL-ANT. N IN VENTILATION G MAINTAIN EQUAL VENT SPACE 5-0�ao tee.Z/4"■ I' " MATERIALS R-VALUES -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RI61D INSULATIO INSULATED EXTERIOR WITH EXPANDING ATTIC INSULATION WALL IIg FOAM SEALANT— EMENT BAGKERBOARD IOR WALL TUB SURROUND FINISH MATERIAL INSTALL I" R161D INSULATION SHEATHING VERTICALLY TO GONNEGT TUB UNIT -VALUE INSULATING SHEATHING TO RI61D 5-SnO GARNER KITH RI61D INSULATION INSULATION BAFFLE. — �TUg SURROUND i. FOAM SEAL BOTH JOINT 5 � SIe,B/4" . I'-0' PROVIDE BLOCKING AT BEYOND �� BUILDING BOARD • STUD CAVITY AT TUB AT EXTERIOR WALL NTINUOUS BEAD GYPSUM WALL BOARD O'�") 0,45 •�I F SEROUS BEAD OF SEALANT GYPSUM WA s " I I. OF SEALANT �I " RI617 INSULATION NTINUOUS BEAD HALL BOARD (/8 ) O.S625 INSULATED EXTERIOR OF SEALANT STUD WALL THIN PROFILE PLYWOOD 02"/ 0.62 \L—"IOR INSULATED in R161D INSULATION OVIDE BLOCKING AT SHEATHING lU LU WALL XTERIOR INSULATED STUD CAVITY AT SHOWER ONTINUOU5 BE PLYWOOD (S/4") C.c14 z WALL AT EXTERIOR WALL OF SEALANT Z 4 2 NTINUOUS BEAD OF NSTA11 INTER OR SHEATHING SIDING v x E PRIOR TO INSTALLATION OF XPANDIN6 FOAM In IN OLI D INSULATION R ATTIC EAVE BAFFLE GUT I"EXTERIOR INSULATION VENT m�e °`g PREFAB FIREPLACE UNIT ALUMINUM AROUND MANJFAc:TURED VENT ATTIC EAVE BAFFLE AND VENT 5-01006 Scale,5/4' ■ I'-0" 5-01005`�Iei3/4" ■ I'-O' / VINYL SIDING (NOT INSULATED) Q.61 w AB ALUMINUM/ VINYL SIDING a2" INSULATION) 1.80 H O TILE SURROUND FINISH FIREPLACE EMENT BACKERBOARD UNIT OD FRAME Y Z INSTALL I" RI61D INSULATION FLOOR ASSEMBLY m AT BOTH HORIZONTAL AND NSULATED FLOORING ry ry DRAINAGE FL VERTICAL POSITIONS INSULATED EXTERIOR EXTERIOR F- (LEAvE g"&Ap FOR expp,ND11 s FoAM) STUD WALL STUD WALL HARDWOOD FLOORING (5/4") 0.615 Q 0 THIN PROFILE WALL 5HEATHIN6 AIR 5EALINe BEHIND TUB KITH to O INSTALL EXPANDIN6 FOAM T++IN-QROFILE SHEATHIN9//SEGr1ON TILE 0.05 O SEALANT AT INTENTIONAL GAPS --EXISTING FLOOR 5-0looq 5cale:5/4• = r-0" CARPET WITH FIBER PAD AT I" RI61D INSUlATlO 2.08 # ASSEMBLY CARPET WITH RUBBER PAD CONTINUOUS BEAD OF SEALANT —CAVITY INSULATION NTINUOUS BEAD OP OWC MINIMUM �" DRIP 5ELANT IN RI61D IN%LATIO ANUF. SHOWER PAN AIR SPACE (y2" UP TO 4") 1.00 SOFFIT GL05U XPANDIN6 FOAM �-yIOOD FLOOR A55EMBLY-- ROOF I NG ASSEMBLY ASPHALT FLOOR ASPHALT SHINGLES Z 0.44 �— IN5ULATED CANTILEVER FLOOR// •e a. WOOD SHINGLES O.c1-j O z W CAVITY INSULATION KITH I"RI61D INSULATION CL05URE 1 S-0IOIq 5cale■S/q• ■ 1'-0" AIR SEALING BEHIND SHOWER KITH f(� THIN-PROFILE SHEATHING FAII AIR AT FOR MANUFACTURED ATTIC INSULATION 5-0100T Scale:5/4• • I'-0' 5-0I0I2 Scale:3/4• . 1'-0■ WOOD, SOLID GORE (I 3/4") 2. '7 INSULATED METAL DOOR (2") 15,00 _J FILING FRAMING ---FLOOR GRILLE n >' " RI61D ATH INTERIOR OF --FLOOR DUCT BOOT EGTRIGAL WIRE ,I , -1 111 INSULATION ATTIC ACCESS TO POURED CONCRETE PER I" 0.08 to `-' +1LEVEL INSULATION SEALANT BEAD OF r i r LAGGE55 PANEL PLUMBING PI — ._.I I I I I I I !I(I FLOOR TOP PLATE O O RAW ACCESS PANEL TOP FLA !!_ SNUG WITH PERIMETER INSULATED FLEXIBLE DUCT XPANDIN6 FOAM O O a EXPANDING FOAM — f SCREWS SEALANT TIE AT INNER LINER SEALANT V/ _ TRIM AS REQUIRED TIE AT AT LINER L STUD � ,{� O INISH GEILIN6 WALL 5 W oi z 3 AIR SEALING AT ATTIC,HATCH//FINISH SCREW5 AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELEGTRIGAL PENETRATION (� Lj 5-02022 a1e:5/4" ■ 1'-0' 5-01023 5caleg/4' = Itp• . : . 5-01095 Scale:S/4 = I-0 5-01024 5cale:5/4 = I-0 Q � N tu 4 Q z 3 ■ GENERAL CONDITIONS UNLE55 OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: 2020 EGG OF NEW PORK STATE: T/��LE I : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R105.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM ME51ON DEAD LOADS* AS PER A5GE CONSTRUCTION, AIA DOCUMEN7-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 7-16 - CHAPTER 5 TABLE 63.1 INSULATION THICKNESS IN INCHES BY PIPE SIZES i- 41al SHALL APPLY. THE GONTRAGTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFF55IONAL AND P05TED IN I( )c SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-CLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT LOAD HEATED WATER NON-GIRGULATING RUNOUTS GIRGULATING MAINS AND RUNOUTS OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. (psf) TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" O> c NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC. C E I L I N G 5 I70-00 OS 1.0 1.5 2 0 ARCH R C HODD O E C TlvP C. AUTHORIZATION BY THE ARGHITEGT. R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0 "w 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO 140-160 0.5 0.5 I.O 1.5 THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IC. OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO i 100-130 0.5 0.5 0.5 I.O REASONABLY GLEAN AT ALL TI'ti1E5. RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per s INCH thickness) 0.55 FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, TODD O'CONNELL, AIA AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 202 (I/2 INCHES) (2.2) 0 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (5/2 INCHES) (2.75) 1200Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH OS" CLEARANCE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE TADLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES 'Suite 120 WASTE MATERIALS, TOOLS, RUB1315H, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A GOM5U5TI5LE MATERIALS AND 5" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY11788 ETC., GLEAN GLASS AND LEAVE: WORK HOUR. 8 FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION SUSPENDED STEEL CHANNEL SYSTEM 2.0 ' P(631) 650-6666 BROOM GLEAN UNLE55 OTHERWISE 4" NON GOMBUSTIBLE FIRE STOPPING ROOFING I5 TO BE APPLIED IN STRICT WOOD FURRING SUSPENSION SYSTEM 2.5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE 5PEGIFIED. THE CONTRACTOR SHALL R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING TYPES F(631) 650-6667 BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: RANGE (F) 2" RUNOUT I AND LESS 1.25 TO 2' 2.5" TO 4" CARRY WORKMAN'5 COMPENSATION CONSTRUCTION. MANUFACTURES 5PECIFIGATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH HEATING SYSTEMS C(516)658-0325 AND GENERAL LIABILITY INSURANCE. THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED G O V E R I N G 5, ROOF, AND WALL LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ASPHALT SHINGLES 2.0 LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. CONTRACTOR SHOULD FULLY MATERIALS IDENTIFICATION: GYPSUM SHEATHING, 1/2-in. 2,O STEAM CONDENSATE . FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE (FEED WATER) GUARANTEE HIS WORK AND THE WORK 5.5.G. 155 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE INSULATION, ROOF BOARDS (per Inch thickness) ANY I.O I.O 1.5 2.0 N Xo OF HI5 SUBCONTRACTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, A&A. FIBERBOARD 1 5 COOLING SYSTEMS zZ W o PERIOD OF ONE YEAR AFTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE RED AR FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURERS INSTALLATION 0.8 CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 IS 2.0 Gj�� 0'C C'Sj =aZW COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. POLYSTYRENE FOAM 0.2 OTHERWISE SPECIFIED. ALL WOfZK R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING URETHANE WITH FOAM FOAM 0.5 �� p�� F o�zL . AND BRINE 120-200 0.5 I.O I.O 1.5 � � �__M'- FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST R� n z�i-aa SHALL BE PERFORMED IN FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL GARS. PLYWOOD (per I/8-In. THICKNESS) O,4 2-0 0 EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND �'',. w wr FIRE BLOCKING SHALL BE PROVIDED, EQUAL, FOIL TO BE PLAGED TOWARD CAN BE DETERMINED. RIGID INSULATION, 1/2-in. 0.75 g0�LZ ACCORDANCE WITH GOOD BUILDING �-,- oU Za PRACTICES. THE CONTRACTOR SHALL A5 PER SECTION R502.13 OF THE WARM SIDE. PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE �� SKYLIGHT, METAL FRAME, I WIRE GLASS 8'O Maus a J INDEMNIFY AND HOLD HARMLESS THE RESIDENTIAL CODE OF NEW YORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING a 3 rn w OWNER, ARGHITEGT, AND THEIR R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0 027935 STATE, TO GUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER � Zo~ AGENTS AND EMPLOYEES FROM AND BOXES SHALL BE SEALED. 9T y� z o 27 o x AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL TO 6 BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE WATERPROOFING MEMBRANE F OFF NEB Z�Z- LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). OTHERWISE 5PEGIFIED. CARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE I5 ao~� Z U^U <0 PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO 51NOLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 ATTORNEYS FEES ARISING OUT OF OR CONGEALED SPACES OF STUD WALLS FOUNDATION WATERPROOFING. U-FAGTOR5 MUST BE CLEARLY DETERMINE AIR LEAKAGE. aow�w 3wao< FLOOR F I L L RESULTING FROM THE PERFORMANCE AND PARTITIONS, INCLUDING FURRED MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE !tl OF THE WORK PROVIDED THAT ANY SPACES AT THE CEILING AND FLOOR GLA55 WINDOWS AND DOORS SPECIFICATIONS. THE DUGT5 AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8.0 SUCH CLAIM, DAMAGE, LOSS OF: LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. EXPENSE (A) IS ATTRIBUTABLE 'TO SAND, PER INCH 8.0 FURRED SPACES SHALL AL50 BE FIRE R508 OF THE RESIDENTIAL GODS OF DUCT INSULATION: T" BODILY INJURY, SICKNESS, DISEASE BLOCKED AT INTERVALS NOT NYS. ALL GLASS 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED A5 DUCTS OR STONE CONCRETE, PER INCH 12.0 OR DEATH OR TO INJURY TO OR EXCEEDING 10 FEET. LOW-E UNLE55 OTHERWISE 5PEGIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND FLOOR F I N 15 H E 5 Z O DESTRUCTION OF TANGIBLE PROPERTY GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC OR QUARRY TILE (3/4-in.) f` (OTHER THAN THE WORK ITSELF PLUMBING INSTALL GLASS UNTIL. PROPER -RETURN DUCTS IN UNCONDITIONED R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING . INCLUDING THE LOSS OR USE FLUIDS >105°F OR <55'F, INSULATE TO R-3 MIN. ON 1/2-In. MORTAR BED 160 J CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING RESULTING THERE FROM). (5) 15 SUPPLY AND SANITARY SYSTEM AS SLIDING GLA55 DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-1n.) z CAUSED IN WHOLE OR IN PART BY ANY INDICATED. PROVID R403.6: MEGHANIGAL VENTILATION - THE BUILDING SHALL E HOT AND GOLD AND/OR WINDOWS A5 REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED BE ON I-in. MORTAR BED 23'O O V Z 11 NEGLIGENT ACT OR OMISSION OF THE SHUT-OFF VALVES AT ALL FIXTURES. CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF CONTRACTOR, ANY SUBCONTRACTOR, ALL WATER PIPING TO HAVE TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED 2020 NYS RESIDENTIAL GODS CONCRETE FILL FINISH (PER INCH THICKNESS). I.O ANYONE DIRECTLY OR INDIRECTLY CLEANOUTS AT ALL CHANGES OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST HARDWOOD D FLOORING, 7/-I-In. 4.0 ~ THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER T TILE, 1/4-In. I.O �" EMPLOYED BY ANY OF THEM, OR DIRECTION AND AT BASE OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHAL ° it N o ANYONE FOR WHOSE ACTS ANY' OF VERTICAL WASTES. USE 4" CAST IRON MANUFACTURES 5PECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON THAN p OR, z w w �wFOp00 THEM MAY BE LIABLE REGARD!_E55 THROUGH FOUNDATION WALL PITCHED WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 $N o *GFA = CONDITIONED FLOOR AREA SLATE (PER mm THICKNESS) 15.0 ILI o m° o y t OF WHETHER OR NOT IT 15 CAUSED IN MIN. 1/8" PER FOOT. TRAP/WATEE SEALED AS PER 2020 NYSEGG PART BY A PARTY INDEMNIFIED SIZES FOR FIXTURES SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON 1-in. MORTAR BASE 25.0 rnz�z�o=o= HEREUNDER. ALL MATERIALS, FOLLOWS: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINT5, SEAMS, AND R403.7: EQUIPMENT 51ZINO - PER ALGA MANUEL S, BASED ON ASSEMBLIES, AND METHOD OF LOADS CALCULATED PER ALGA MANUEL J. SUBFLOORING, 3/4-in. 3.0 N F o } DISH NA5HER 1 112" WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY z m CONSTRUCTION INCLUDING BUT NOT KITCHEN SINK 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, FLOORS, WOOD J015T (no plaster) I2-in. I6-in. oz=rT LIMITED TO FORM-WORK, R404.1: LIGHTING - A MINIMUM OF CIO% OF PERMANENTLY JOIST SIZES (in.) o.c.� o.c.� D,w o z a°70 LAVATORY 1 1/4" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), (LB�Fr) (Ls�r) - W v BLOCK-WORK, FRAMING, NAILING, INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. y P t 4 N�'O°n a O 0 T O SHOWER 2" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC., OR 2x6 6 5 ~ J,w p�z w�o V F- PLACING OF CONCRETE, ETC. ARE TO LOW-VOLTAGE LIGHTING EXEMPT O<w z- w O TOILET 3" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT o Q��Q�,d-�z�o BE CAREFULLY SUPERVISED BY THE ALL SYSTEMS TO HAVE ONE 5" MAIN 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R'308- 2x8 6 6 CONTRACTOR TO BE SURE THEY ARE w w p z y O p O m VENT STACK INCREASED TO 4° IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 6 IN ACCORDANCE WITH THE DRAWINGS, THROUGH THE ROOF. PROVIDE FRO57 THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL 2x12 8 7 ° d �Q `°" 09 SPECIFICATIONS, APPLICABLE CODES PROOF HOSE-BIBS A5 INDICATED ON NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 - EXGEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF Q N L w°a _o z�; FRAME FARTI T I O N S ( sf) EX00 aXi=�0� N AND GOOD PRACTICE. DEVIATIONS TO BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2" w. . GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN F--u-w �Q � PLANS WITH EASILY ACCESSIBLE FROM THE DRAWINGS AND DRAIN DRAIN-GOGKS. THE WATER OTHERWISE. (500 PA.) SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH 51DES 5.0 o> =o o L F -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLASTERED kn F W�u N°`-"Y w SPECIFICATIONS WILL NOT BE w SUPPLY AND SEWAGE DISPOSAL 4.0 �; ,� Q P'-'o }- PERMITTED WITHOUT WRITTEN SYSTEM SHALL COMPLY TO THE 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLA55 AND THE SAFETY GLAZING o° °pQ;u,°o to AUTHORIZATION OF THE ARCHITECT. FRAME WALLS z�"�' , z APPLICABLE COUNTY DEPARTMENT OF MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL ~ L��-�O THE CONTRACTOR SHALL BE HEALTH STANDARDS AND PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: '°'Z ° z` Z, z QQs Qw�Q RESPONSIBLE FOR THE SHOP REGULATIONS. APPROVAL OF ALL THE FOLLOWING IS WGLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC.-FIRED, LASER ETCHED, EMB055ED, OR BE A ww wQz w� DRAWINGS WHICH MAY BE NEEDED. 2x4 ® I6-In., 5/8-In. GYPSUM, 11.0 o i o°v p ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-in. SIDING ARE I BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ARET O BE FIELD TO REMOVE & PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2xb @ 16-In., 515-In. GYPSUM, ORDERING, CONTRACTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPEGIFI=D IN INSULATED, 3/8-in. 51DINO 12.0 RELOCATE A5 REQUIRED ALL SUPPLY GUTS OF FIXTURES FOR 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R308.4.1 THROUGH R308.4.7 SHALL BE CONSIDERED TO BE M EXISTING WORK WHICH INTERFERES OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING EXTERIOR STUD WALLS WITH BRICK VENEER 4b.0 WITH NEW CONSTRUCTION. THAT THE OWNER CHANGES, THE COMPLETE FINISH. ALL PAINTED R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLASS, FRAME AND SASH 8.0 CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES: SITE WORK OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 3C1.0 STAKEOUT 15 TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING 15 LESS THAN 60 8 IN 7a.0 LICENSED SURVEYOR. STAKING AND CHANGED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN I15.. LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY 5ANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 1550 HVAG DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING 15 WITH 24" OF EITHER SIDE: OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: AND BENCHMARKS. VERIFY AEI_ GIVEN ALL EXISTING MECHANICAL WORK TO ONE GOAT WOOD FILLER OR STAIN -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHES THICKNESS (IN INCHES) 4 6 8 10 12 DATA ON DRAWINGS. IN CASE OF BE ALTERED AND INSTALLED IN AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: DOOR IN A CL05ED POSITION AND WITHIN 24" OF THE HINGED SIDE OF DENSITY OF UNIT (105 PGF) DISGREPANCY, RECEIVE CONFORMANCE WITH ALL APPLICABLE EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT CLARIFICATION FROM ARCHITECT GODE5, RULES AND REGULATIONS. 22. 24.0 51.0 37.0 45.0 PRIOR TO PROCEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.4.3- GLAZING IN WINDOW J AND BACK FILL FOR WORK INDICATED THE: HVAG SUBCONTRACTOR SHALL GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN a SQ.FT. (GROUT SPAGIN6) Q VISIT AND EXAMINE THE PREMISES 50 PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LESS THAN la" ABOVE THE FLOOR 45 IN. O.G. 2c1.0 38.0 47.0 55.0 = ON DRAWINGS. STOCKPILE TOPSOIL V AS TO FULLY UNDERSTAND ALL EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING 15 MORE THAN 36 " ABOVE FLOOR AND 40 1N. O.G. 0.0 42.0 52. 61.0 Z OBTAINED FROM STRIPPING DF:IVEWAY CONDITIONS PERTAINING TO HIS WORK, 32 IN. O.G. 32.0 42.0 52. 61.0 WW AND BUILDING SITE. STOCKPILE: ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36 , MEASURED 24 IN. O.G. 2 ANY DIFFICULTIES OF HIS WORK TO BE EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING 54.0 46.o 57.0 67.0 EXCAVATED MATERIAL. NEW AND 16 IN. 0. G. 40.0 55.0 66.0 7Q.0 V < O REPORTED TO GENERAL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS ~ EXISTING BACK FILL MATERIAL_ AND GONTRAGTOR.THE HVAG FULL GROUT 55.0 75.0 Q5.0 115.0 Y � Z TOPSOIL ARE TO BE FREE OF WEEDS, GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE SUBCONTRACTOR SHALL BE ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES DENSITY OF UNIT (125 PCF)- SEE ASGE STANDARD - MINIMUM 17IE51ON TREE ROOTS, ROCKS AND DEBRIS. RESPONSIBLE FOR CHARGING AND QUALITY PI7T55URGH, PRATT $ CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND tV N ALL SURPLUS MATERIAL THAT 'IS STARTUP OF THE SYSTEM. ALL LAMBERT, DUTCH BOY. CABOTS, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -A5GE7-16 UNSUITABLE FOR BACK FILL MATERIAL O -_ Q SHALL BE REMOVED FROM THE: SITE. EXISTING THERMOSTATS LOCATED IN MGKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R3C5.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) � p WALLS TO BE DEMOLISHED SHALL BE CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN O O PROTECT ALL TREES WITHIN EIGHT RELOCATED WITHIN THE GENERAL L SAMPLES OF ALL PAINTS AND STAINS BUILDING GODS, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF SOLID CONCRETE MASONRY UNIT WYTHES: FEET OF THE BUILDING. PROPE WYTHES THICKNESS (IN mm) 4 6 8 10 12 AREA. ALL THERMOSTATS NEW AND FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS APPROVALS MUST BE OBTAINED DENSITY OF UNIT (105 PGF) - EXISTING SHALL BE LOCATED AT 54 APPROVAL. SERVICE WATER HEATING: -GLAZING 56" OR LESS MEASURED HORIZONTALLY FROM THE 32.0 51.0 6a.0 02. I124. ry BEFORE COVERING ANY EXCAVATED AFF CONTRACTOR RESPONSIBLE FOR DENSITY OF UNIT (135 PGF) 38.0 60.0 81.o io2.o 124.0 WORK. -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (155 PGF) 41.0 4.0 87.0 110.0 153.0 ENGINEERING DRAWINGS. SEPARATE GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING MECHANICAL PLANS AND CODE INSTALLED AS PER SEC TION R702.5.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LESS THAN 56" ABOVE THE LANDING AND WITHIN * WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR CONCRETE BLOCK COMPLIANCE TO BE DESIGNED AND PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES ALL CONCRETE BLOCK IS TO HAVE PREPARED BY OTHER MEP DESIGN THROUGH R702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60 HORIZONTAL ARE LE55 THAN 180 DEGREES FROM THE BOTTOM 61VEN REPRESENT AVERAGES. IN SOME GASES THERE IS A "OUR-O-WALL" REINFORCING EVERY FIRM AND SUBMITTED SEPARATELY A5 STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR I5 PART OF TREAD NOSING CONSIDERABLE RANGE A WEIGHT FOR THE E5 T ERECONSTRUCTION. THIRD COURSE. FILL TOP GOUR5E WALLBOARD APPLICATION SHALL BE A GIRGULATING SYSTEM. REQUIIRED AND REQUESTED TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER SOLID. MORTAR MIX TO BE ON:. PART NOTE: WINDOW FALL PROTECTION TO BE PROVIDED PORTLAND CEMENT, ONE PART LIME FRAMING AND ROUGH CARPENTRY BOARD TO BE 1/2" ON WALL5 AND I/2" PIPES TO THE LEVELS ON TABLE I. FOR ALL WINDOWS AS PER 1_U O - PUTTY, AND SIX PARTS SAND, OR ONE JOISTS RAFTERS AND STUDS SHALL ON CEILINGS UNLE55 OTHERWISE 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 - z 1w PART MASONRY CEMENT AND THREE BE CONSTRUCTION GRADE DOUGLAS INDICATED. FINISH JOINTS, J-DEAD5. GIRGULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 PARTS SAND. FIR-SOUTH SELECT STRUCTURAL. ALL NAIL DIMPLES, CORNERS AND EDGE5 -INSULATE CIRCULATING HOT WATER MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND - t- WOOD SILLS AND WOOD IN CONTACT SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL CONCRETE WITH MASONRY SHALL BE AGO. ALL COATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LESS THAN 24 INCHES ABOVE THE HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. v , NO CONCRETE OR MASONRY WORK EXTERIOR SHEATHING SHALL BE 1/2 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS SHALL HAVE A xx I- SHALL BE DONE DURING GDX DOUGLAS FIR PLYWOOD. FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES "Y\j Z TEMPERATURES OF 40 DEGREES F. SUB-FLOORS TO BE 3/4" GDX METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: EXCEPTION: (� AND FALLING. NO CONCRETE SHALL PLYWOOD EXTERIOR SHEATHING TO ALL OUTSIDE CORNERS AND AROUND ABOVE 105'F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED ^^ +�->. Q BE PLACED ON FROZEN SURFACES. NO BE COVERED WITH "TYVEK" HOUSE ALL OPENINGS. BELOW 55OF MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEC. R312.2.2 FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF 1-� k ADDITIVES SHALL BE ALLOWED WRAP OR APPROVED EQUAL. BLOCK THE LEVELS IN TABLE 2. NOT LESS THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF v WITHOUT WRITTEN FERMI 551ON OF THE STUD HALLS AT 1/2 STORY HEIGHTS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF 'Z O ARGHITEGT ALL CONCRETE IS TO BE AND AT ALL UNSUPPORTED EDGES OF ALL WORK SHALL COMPLY WITH THE A57M F2010 NOT LESS THAN "I FEET O MIN. 5,500 P.S.I. AT 2,5 DAYS $ 4,000 PLYWOOD. PROVIDE SOLID BLOCKING NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE 2• THE CEILING HEIGHT ABOVE BATHROOM AND TOILET PSI FOR GARAGE SLAB. PROVIDE ALL AND DIAGONAL BRACING OF FLOOR STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN SHALL NOT ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE J� D -� SLEEVES AND FOUNDATION VENTS AS JOISTS AT 8' O.G. MAXIMUM AND CODES AND REGULATIONS. ALL THE START OF WORK, REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO OF BEING USED FOR ITS INTENDED PURPOSE REQUIRED BY NY5 CODE. UNLESS SOLID BLOCKING UNDER ALL CIRCUITS SHALL BE MINIMUM 15 AMP. LE55 THAN THE AREA REQUIRED BY SECTION R310.2.1 INDICATED, ALL FOUNDATION UNSUPPORTED EDGES OF PLYWOOD. POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED FOOTINGS ARE TO BE A MIN. e," DEEP ALL CAP PLATES TO BE DOUBLED AWG. CONVENIENCE OUTLETS SHALL WITH ROD $ SHELF, ALL LINEN NOTE: W PROJECTING 6" ON EACH SIDE OF THE AND NAILED BOTTOM GAP PLATED TO BE LOCATED 12" ABOVE FINISHED GL05ET5 TO BE PROVIDED WITH 5 FOUNDATIONS CHAPTER 4 DE51ON Z FOUNDATION WALL. PROVIDE TWO #4 END OF STUDS. LAP GAP PLATES AT FLOOR UNLE55 OTHERWISE INDICATED. ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD 3 DEFORMED BARS CONTINUOUS IN THE CORNERS. WHERE FLUSH FRAMING ALL SWITGHED TO BE LOCATED 56" BEARING VALUES OF SANDY GRAVEL FOOTING. ALL 4" THICK CONr.FETE OCCURS, USE MIN. 160A SHEET METAL ABOVE THE FINISHED FLOOR UNLESS 5. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 LBS PER JOI5T HANGERS BY "TEGO" OR OTHERWISE INDICATED. SUPPLY TO MATCH E:X15TINS SQUARE FOOT. CONTRACTOR TO SLABS TO HAVE 6X6 10/10 WELDED CONSULT ENGINEER IF DIFFERENT 501E WIRE REINFORCING. ANCHOR BOLTS IN APPROVED EQUAL. ALL CORNERS TO RECOMMENDED LAMPS IN ALL p W BE MINIMUM 3/2X4 STUDS. HEADERS FIXTURES. 4. ALL BATHROOM FIXTURES AND U, Ix CONCRETE SHALL BE HOOKED 5/8" X MATERIALS ARE FOUND UPON ry ry SHALL BE MINIMUM 2/2X6 UNLESS FAUCETS TO BE SUPPLIED BY OWNER EXCAVATION OR TEST HOLE, FOR 12" AT MAX. 3' O.G. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN 51_AB5 NOTED ON PLANS. MINIMUM BEARING AND INSTALLED BY CONTRACTOR ALTERNATIVE FOOTING AND N N z AND FOUNDATION WALLS. FOR STUDS, JOISTS AND BEAMS SHALL FOUNDATION WALL DESIGN 0. O Q z • BE 3 1/2". USE DOUBLE JACK STUDS 5. FINISHES TO BE SUPPLIED NOTE: ALL NON-ENGINEERED LUMBER FOR HEADERS OVER FIVE FEET IN BY OWNER TO BE DOUGLAS FIR #2 OR BETTER m 7 Q � Q