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HomeMy WebLinkAbout51528-Z 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#: 51528 Date: 01/08/2025 Permission is hereby granted to: Paul S Gilman 680 Oakwood Ct Southold, NY 11971 To Construct additions and alterations to an existing single-family dwelling as applied for to include garage conversion,finished basement, interior alterations and outdoor shower addition. Premises Located at: 680 Oakwood Ct, Southold, NY 11971 SCTM#90.-4-4 Pursuant to application dated 11/08/2024 and approved by the Building Inspector„ To expire on 01/08/2027. Contractors: Required Inspections: Fees• Single Family Dwelling- Addition&Alteration $958.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,058.00 Building Inspector 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 hg s://ww"r.s()Ltt aoldt(,)wnn )o Date Received APPLICATION FOR BUILDING PERIVIrr For Office Use Only `p Gr E PERMIT NO. 5 1 1 Building Inspecta,r I Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date: 3 Z OWNER(S)OF PROPERTY: Name: F k L Ym A,N SCTM#1000- Cl O L� Project Address: ( G Phone#: B _ e _3 8 Email: N �AH V '�)M 5 N - COWL Mailing Address: G G 0 CONTACT PERSON: Name: \ .I Mailing Address: 2 0 L IV N Av al M P-S"t' 0 RT 14 r O R T 11-73 Phone#: j _ _Z Email: DESIGN PROFESSIONAL INFORMATION: Name: to Mailing Address: 2. p �, N N 1A V L AST N O T ft JP t) Phone#: Z p Email: CONTRACTOR INFORMATION: Name: G p C; p,ULA C-9 AF-E—A Co S-Tf.0 C.-rd oN Mailing Address: S `( A�vT /_/_r 14 ti NTiNeAT00 67-rAT1'K)N 1 /7_q Phone � 15 _ 5 2 " Email:G O4 p,l.�» ra G 4 S GT l/ DESCRIPTION OF PROPOSED CONSTRUCTION 4Z ov -r L.o OV5 •<_o IM ❑New Structure ❑Addition Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ I Solo0'{C7 Will the lot be re-graded? ❑Yes'&Ao Will excess fill be removed from premises? ❑Yes>40 1 PROPERTY INFORMATION Existing use of property: `� �' 'F�m I �' Intended use of property: S Ntp r Fjkrni ? I,��L1.1 NG Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 9 i> - this property? ❑Yes'�glNo IF YES,PROVIDE A COPY. `Check Box After Reading: The mner/contractor/dwiin professional is responsible for all drainage and storm Ovate-issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the BWkft Department for the Issuance of a Building permit pursuant to the Budding Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described The applicant agrees to comply with aft applicable laws,o.-dinanees,building code, housing code and regulations and to admit authorized inspectors on premises and In budding(s)for necessary Inspections.False catements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Panel law. Application Submitted By(print name): Authorized Agent ❑Owner Signature of Applicant Date: (® , 2-�-f STATE OF NEW YORK) SS: COUNTY OF S b E O k- 'i.w being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A�a e N -I- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and so 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 ofNICAL... . .._ 20 Notary Public PATRICIA A.WALSH Nowy Public,State of Now York No,DIWA6032726 aaal;tiet in Sutfsi � PROPERTY OWNER AUTHORIZATION °rwris�►, (Where the applicant is not the owner) I, rh j1N residing at Cl AID do hereby authorize IN to apply on my beha to the Town f uthold Building Department for approval as described herein. Owners ignature Date vL ,S Print Owner's Name 2 m BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road - PO Sox 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 .° igmesh sc tl Idtc nn ', cv- Seanv8southoldt-Ainny, ov APPLICATION FOR, ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: C l Cr, +� s0,C� Electrician's Name: License No.: 6 " Elec. email: .._. � ... 0 owl Elec. Phone No: request an email copy of Certificate of Compliance Elea Address.: N � I-' ,SOB SITE INFORMATION (All Information Required) Name: Address: Cross Street LN 0;--, S 1 Phone No.: 8 Bldg.Permit#: email:. N,o � Tax Ma-p District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Pri Clearly): Z"o t /� -r-J t) L,FwN� � Lt Circle All That Apply: Is job ready for inspection?: Li YES R NO []Rough In Final Do you need a Temp Certificate?: El YESE NO Issued On Temp Information: (All information required) Service Size[-]I Ph[]3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect Elservice Reconnect[]Underground[]Overhead #Under round Laterals 111 f712 O.H Frame Pole Work done on Service? MY N Additional Information: PAYMENT DU!E WITH APPLICATION rd Town Hall Annex Telephone(631)765-1802 54375 Main Road `.° Fax(631)765-9502 P.O. Box 1179 1 Southold, NY 11971-0959 o VII BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRIG-FNtINEFRED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: .A ... ._..�._ .1 # . _-,.._....... _. .__ . _..._.... .... w _. ....... __. Location of Property: . Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure . ... Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: ......... ..._._..._ ..w_k._................... ......., _.._ ...__.._....__......... _ _... .. .._ Name (person submitting this form): Capacity(check applicable line): Owner . ,. Owner representative TrussRegl5.docx Effective 1/1/2015 LOT NL44M 67 — VACANT jil Q REQUIRED fW&4WARYw 41.9 I � \ \ 29.7' � � I \ \\ TEST HOLE DWELL 12 s I s� IT •LO R I� DEPARTMENT of NZALTH SEgVICLS - A ' 8OVA1.OF CONSTRUCTiOM RORA R M p 1LN RESIDENCE OWLS Ap QED ' I I O• 4.... r _*jp"r -? + +1 .:OF APPROVAL {{ { brown Bondy th brown clayey sand \ \ I 904' watiw in brown dam sand \ \ I I I err Infirown 1PwaM+to Comm SOW �+ I 1r 1 NOTE: LOCATION OF WATER MAIN AND ANOINERS WATER SUPPLY BY OTHERS AND ARE NOT GUARANTEED. 9-14-2001 REVISED DWELLING is r�60 M mvk*OWN MWAW no 1W INAMMUS la K ='u � m lg �W ANN m J08 No. 01-231 FILE No. CEDAR S PARK s nW immilw 100WANNORAWSPOR SURVEYED FOR UWAOIBMwMM^3*Wwu as law SLOW a A VOLOW ar ." LOT NUMBER 68 law OF 1W aww"m s m MXNW UL MAP OF CEDAR BEACH PARK awMwMwwwwl�wawwwarww�$0000 MMsu."awaym 1ec 11wwawwI m am nc SITUATED AT EIAYVIEW awar a w� al Maw�as 1W 1.a�sa awwer uMMa1M SWROM uvm waft Am 10 awMwa�N ar awM waMaa raMM+rwar`aarwarw�AN Mar 11010 s 1e sMOMIL awawarfM TOWN OF SOUTHOLD — SUFFOLK COUNTY N.Y. on MMrwwwMwW w mmm _ w or laww amm sw awM rMwwMM so um swoon�WL a SCALE 1 = 40' DATE 5-21-2001 Mwr weee aft Ne"Mar Mwr C001 1ft away t A wa WE aorr. FILED MAP No. 90 DATE 12-20-1927 CERTIFIED ONLY TO: TAX MAP No.(REF ONLY)1000-90-4-4 DISK 500 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR f" F 1866 WADING RIVER—MANOR RD. WADING RIVER. 'A NEW YORK. 11792 Suffolk County Dept. of Labor, Licensing & Consumer affairs HOMEHMP ROVE ENT LICENSE ,4ame -.; iness Name CP GAIJAGHER CONSTRUCTION This certifies thrat the CORP :)ec- rer is duly licensed by :rie County Gf suffolk License Number H-29486 wo-,!Jov� T. Rag erk Issued : 09.i20/2000 Commissioner Expires : 09/0112026 d N lA N &�sSopS _O 7iW2 P R�.- Fig$ �y rzt�s 5 — — — — Q ' wIrik�ol� I— — — 1 7c�Zl z_ 'Z8 1-7 rce4Ar.S5 I (a) z(0Z-I v ��I 5T. ( 3� 2•co31 0 I VU V N 2 2 ! G L o S- 0 ��1 5T- -;L I� F-J.- (0 I o.c. EST ErJT of r4E I=.J. !� 1 I CD T G i'1 i�l f✓,c 15 T (3� Z x l o F-J. N R • lI , ;� BaILEK G 0 IS n NEW (2-� I31ti"x91/`i1'MI�RoL rtS t4 y (1) 3/y"xq"STD'a\- FLN-rr- -fLVe, / 2x0 F=J. S�.'�meMPIS � t� 1 1 �>G I5z'- Z� to �. �, D..c- N �„O.c • �, 0) '' 1� v 11 - Z - - , pRovl�E. S�g FtR� — -- _O a m R.I�T� sN >=�TRoc.K _ I I°° nVr �JIN INC4 ZN T �� o.tV I,t PLUS cl-U-MIN. C otic,-. I IN - ig W PLLS ' to k 31 FROvN ib 3of raR STOo C3 ' 30 I I I ( I - ,i N G 115. 0 `gyp O II., LRu �L I -r+ O �- - - I �-xIST- I I 1, N M �- n �1� lO .J . o l- 3 ',9 , I, 1 L_ N 13)Z� F FLu6H 3 x ,� EXIST. C3)I2 I`lt c-'Ro -AM 3 -a �, !V -� QEA11 - 2tv /ALIUN F-�- POST 4 _ - G t7SE b _ c-oL- - --- --- (Z)Zx$ - - T Q - II E X Iz1-? _0 I - _ — -- 3 — l -- a / P ST -- JID ( 2co M t�rc� (,3) �q nX• I O L G I„1 I�RoLAMS- LUSH A.T l u a N S. si��1 LoL- S.tb. 2-0 y -Co NEW r-oL.B� LoW XN r otv 18xlaxr2`' _0 = - I -+ -- h• i -� ill u� I r4I 5 f=b - — - ur� 1=x��.v�-r � � �_ �M� Foo-r,Ny _ , — zG,a � U _rI LI T-f FM y„ I rn S'C' y � a 3� N Light required=2 00 s.f. x 8%= I co OF > _ t�X-I -t'- 2 X f d F J.- (t71'o• U p Light provided=19.1 s.f. N B to (SOD r'I Vent required=2pps.f x 4% i- o N , 2 ST'o R Y — Vent provided= I O.7s.f. 0 rlei v 2`Q -N , Ught required■I(0 1 s.f, x 8%=13.3 Light provided■I S.Z s.f. Vent required=1 fo I s.f x 4%■(o.7 1 G L D 51=T � � - � t�O.f��- '� v Vent provided■tv3 s.f. r t-.1 Fr 1. Li(o- �<9 P, ry r-X15T- 4I&c- TO f o U �T I o NL �\ N ��"= � ' o o I I'_ BASEMENT/RECREATION ROOM 8 E o R o o M LIGHTING CALCULATIONS 'MECH. VENT I LATION CALCULATIONS scl A5 PER NY5 CODE R-303.1 EXCEPTION#2 AS PER NYS CODE R-303.1 EXCEPTION# 1 RECREATION ROOM AREA=57`�5Q. FT. 6 E o R O D M AREA=10 5Q. FT. 6 FOOT CANDLES XS1450. FT.-34941-UMENS REQUIRED -.0 >11 Ilo75Q. FT.XB'-0"•GLG.HGT.=133(.GUBIGFT. Boor L�� . °�j o off . Ci (1)b5 NU4TT PER RECESSED LUMINARE=q10 LUMENS GUBIG FT. X.35 AIR GHANGEMR =y V8 / / l�`• °° z o 13 3 ( ) GUBIG/FT. I, / �o15 O 3` 44 LUMENS/q10-3.8 LUMINARE5 = 4&6 GUBIG FTJ HR. / 60 MIN./HR._ $ CUBIC FTJ MIN. REQ'D. M 1 THEREFORE BUILDER/CONTRACTOR MUST PROVIDEl N IS}Iic o BAS�M�Nr n CONTRACTOR/BUILDER MUST PROVIDE(1)S GFM VENT FAN MIN.(�65 YVATT FIXTURES � / ��.�j / •o Xv Q c . Ej Egress Window Well z�� �� i Z ��UA�Ay � BASEMENT/RECREATION ROOM , �ti ��NV ERs r a 00 MEGH. VENT (LATION CALCULATIONS Zti �- /• ?; Building II a Line Window well aide panels must L B�+I.I lib F,3/,•T H / / kn o �. _ ,�'s rn. extend 4 Inches above grade level. / A5 PER NYS CODE R-303.1 EXCEPTION# 1 Graft mustbesloped away from well.Downspouts must also be directed away from the well. Z" Z n 0 (n 3 ( P K 0{P O S E v <_ f / kA O — _-�"- --I- -- -I- -� iv t I,Q-r 't' 1 STF Lp O R RECREATION ROOM AREA=5 7 4sa. FT. '�; — S 14 50.FT.X71-3"'GLG.HGT.=y 1 fo(GUBIG FT. window-► I - R�LpG, a o tv I Egress s s- _ � I r� I, 14 S� Dimension CA p- .� 5 Measure from WIndoW °` W. G, y 16o I CUBIC FT.'X.35(AIR GHANGEMR)_= • 'CUBIC/FT. �' - — 1 top of window sill o \ -= -- '— r `; adINtT QOOMX�O (od08 -13AV80 V 181a ) — to grade level Well ,. " -' I s T _ 1,4$(o CUBIC FTJ HR. / 60 MIN./HR.=2 5 CUBIC,FTJ MIN. REQ'D, $ySte111 ,m �+�^_ Use 3/4"clean r Z �- c.o. " Z Z .00'OtiZ 3a0S,81'.6Z S GONTRAGTOR/BUILDER MUST PROVIDE(1)25GFM VENT FAN �3 t/2" .� • free.draining 3„ 3 3 u c.D. rock or A6 stone 44"Maximum s' v .:: ` ;ry .4 at least 12"In from floor to wind . :R• r. width around all atU to meat egress :�, s p "sides of the well. code requirements ,a; "'f r' :-`y f Fill to depth of foundation ;. ..:... fooling. 11 'Wells can be installed lower �"' j{`�� fin,\ 9 �^ F y•;�',.;'�: ?-- A then the recommended 34/2" ( ✓ L o I / ` O 7 G L to help meet grade conditions I Tie rock fill Into + perimeter drain It available � 'fZEv 15Et� Ip—I (p-2t-( stiEET� tNTE0.1oR ALr%.&ATIOPI LAMS - TLE E© Rey - P PRaXXT NAME -� (080 0PKL�Ir� KENNETH SCHULMAN VIA, ARCHITECT.P.C. ' DATE, Z 1 NO.0-.g531 209 LYNN A\'F,-%I 'E SCALE. N O T ED E. NORTHPORT. N.Y.11731 �,� K 5 ,' � � TEr.. PAX.(831)ss8-2388 Jim NO, 2 4 5 E+ No. F3P�T� gEbK��1� F3�bROOf'I _ _ gAT'N B�b�ooM 0- ,Ul i3/y �x � i/ �� 1:;-:x 1 gT- z x t o F.J.- I(o'' o.C-. I 1 cL r? s_ p� L TC- a l i N l- -K I l--I� N �o Hur(21 GfsiLIN(-, c3) 12." M� Ltzol-r�rts , I C. �m - p ut +Firl1st-I�� UTiLI T� CZ NI_ L 1 ~ 2yL 5.TuIQ5 - to I..I sULP,'TloH ! =rA S T o rKy - 5T- Z X q s-ry jDs Wl r4 r W _ cr � R-l S 1 N 5�L P•-r t O N � �1 z" s(�c�r�T R a c !< 0 r- It 10) 3Iy' PLYWoo� ON z8 F.J_=l �t' d.�_ W / 12,- 2 ` 1N6uLA-rio V oN T"nl°-oF ! �x• Cv t=J.- (Co • �3 A i�R 1 �fZ • i T I g �'ED 10 - lb -z- y E©�R 5HEET TITLE ARC, 1N-vr ?,tOR p LP,.NS �5 �N 5,s cy� �� Fr DXCT NAME�_�� �• G�2r C� (pea c-r. , sou rtAat, =.) KENNETH SCHUIAIAN ARCHITECT,P.C.' DATEr R10.02653� 209 LYNN AVENTUR SCALES OTep �,�,�q E. NORTHPORT,N.Y. 11731 Ewl Ks CF TEL./FAX. (631)368-2388 JOB No, ?- 6 y SHEET No. Table 3.1. Table 3.4A Rafter and or Ceilin Joist to Top Plate Lateral and TABLE R301.2.1.2 RM1.2.1.2 Protection of openings. Exce tion:Wood structural anels with a GENERAL NOTES Nailing Schedule � g xposu re P P CONCRETE&FOUNDATION NOTES Shear Connection Requirements WINDBORNE DEBRIS PROTECTION Exterior glazing in buildings located in thickness of not less•than 7/16 inch (11 1. These notes shalt apply to the General Contractor,each Sub-contractor and the Owners own forces.Each Contractor shall 1.All footings shall bear on virgin soil having a minimum bearing capadty of. . (i)ton per square foot All Number of Number of (Prescriptive Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD windbome debris re Ions shall be rotected min and a s an of not more than 8 feet ,study and familiarize himself with the site and with all trades and parts of the work.Each Contractor shall cooperate and color xterior footings shall be a minimum of 3'-0"below grade unless noted otherwise In plans. 9 P ) P 'dinate his work with the work of other Contractors. 2.All existing All,roots,and other unsuitable bearin material shall be removed and footin carried to the Joint Description Common Nails Box Nails Nail Spacing STRUCTURAL PANELSa,b,c,d from windbome debris. Glazed O enin 2438 min shall be 2. The Contractor's and Owner's agreement to enter into the work shall suitice as their acceptance to the terms s ecified g p g ( ) permitted for P bottom of such excavation.Contractor to verify assumed soil bearing capacity and assume,full responsibility for herein,and shall be Incorporated Into any and all agreements between the Owner and the Contractor, same.Contractor to notify Architect of any soil variation or condition adversely affecting assumed bearing ROOF FRAMING Wind speed protection for windbome debris shall meet opening protection. Panels shall be 3, Nothing on this drawing shalt be construed as modifying In any way the Contract between the Owner and Contractor or the to ad 3-second gust(mph) 90 9S 100 10S 110 Ji5 220 230 140 iso 160 170 190 19S FASTENER SPACING D ty Prior to the pouting of any footings Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter See Fi ure 1.1 - (IncheS)°'b the requirements of the Large Missile Test precut and attached to the framing Contractor and Sub-Contractors. 3.Minimum compressive strength of concrete at 28 days to be as follows: concrete to have 5%to 7% 4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and Building Code,New a)footings,plers,foundation walls:rca 3,000 psi stone concrete air entrainment er R402.2 Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist of ASTM E1996 and ASTM E1886 as surroundin the o enin containin the Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Rafter/Ceiling Joist Wall Number of Bd Common Nails or 10d Box Nails(Toenailed) FASTENER TYPE Panel 4 feet< 6 feet< g P 8 9 York State Energy Conservation Code,Federa105HA,and ail of the Local Governmental Agencies having jurisdiction,Insofar as b)slab on ground:rc�,500 psi conr!ate Garage slab=3.500 p.s.i, P Ceilin Joist La s over Partitions (Face nailed) (see Table 3.9A) (see Table 3.9A) each la Height 123,• span<- Pane)span panel span modified in Section 301.2.1.2.1. Garage product with the glazed opening. Panels applicable to hs portlon of the work. c)superstructure,slab:rc-3,000 psi stone concrete . g P p Spacing(in.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection 5. The Architect shall not be responsible for the performance of the General Contractor or any Sub-Contractors,nor shall he 4.Anti hydro shall be added If pouring takes place at 32 degrees For less. Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie (n•) 4 feet s 6 feet s 8 feet door glazed opening protection for shall be predrilled as required for the guarantee the performance of their contracts. 5.The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the founda- Blocking to Rafter(Toe-nailed) 2-8d 2-30d each end g 2 2 2 2 2 2 2 2 3 3 3 3 3 3 No.B wood screw-based whdbore debris shall meet the anchorage method and shall be secured 6. All existing equipment,utllltles,structures,and other Items Interfering with the installation of the proposed equipment and Uon with anchor bolts spaced a maximum o* 39" on center.Anchor bolts shall also be located within 12" from Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 12 9 2 2 2 2 2 2 2 2 3 3 3 3 3 3 re uiremen[s of an a roved im act- with the attachment hardware rovided. structures shall be removed and replaced and shall be subjec to approval of the Owner.The Contractor shall determine and/or the ends of each plate section.Bolts shall be at least 5/8 In diameter and shall extend a minimum of 7"Into anchor with 2-inch embedment 16 .10 8 9 PP P P verify the actual location of any and all utilities,process piping end related Items prior to the commencement of work.All costs masonry or concrete.There shall be a minimum of(2)Dolts In any one sill. 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 WALL FRAMING 16 length resisting standard or ANSI/DASMA 115. Attachments shall be designed to resist incurred shall be the reponslbltlty of the Contractor unless otherwise agreed upon by the Owner. 6.Perform required atteratlon to existing concrete.New work Installed adjacent to and connecting with prtes- 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 7. All dimensions and locations as Indicated on the drawings shalt be considered correct,but shall be understood that they are ent work shall match existing.Joints between new and existing work shall be trowled smooth end even. Top Plate to Top Plate (Face-nailed) 2.16d 2-16d per foot e 3 3 3 3 3 3 4 4 5 5 5 5 5 S No.10 wood-screw-based the Component and cladding loads subject to modifications as may be necessary or desirable at the time of Installation to meet unforseen or other conditions. Provide expansion joints. Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each Side 24 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6 anchor with 2-inch embedment 16 12 9 ! determined in accordance with either a. DO NOT SCALE DRAWINGS•Written dimensions supersede scaled dimensions and are subject to revisions as per actual field tort 7.A concrete block inundation wall shall be accepted In lieu of poured concrete where permitted by local: Stud to Stud (Face-nailed 2-16d 2-16d 24"o.c. dltions.The Contractor shall verify all dimensions and conditions herein shown and all discrepancies are to be brought to the Codes. Copper length Table R301.2(2) or ASCE 7, with the Architect's attention before commencing with the work. 8.Provide continuous termite shield with all joints sealed along perimeter walls and shielded termite Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Table 3.5A Top and Bottom Plate to Stud Lateral Connections '/♦-inch lag-screw•based permanent corrosion-resistant 9. if In the course of construction a condition exists which disagrees with that as lndicated on these planst the Contractor shall collars at plumbing pipes In crawIsPaces unless otherwise noted. Top or Bottom Plate to Stud (End-nailed) (see Table 3.SA) (see Table 3.5A► per stud for Wlnd Loads Exposure anchor with 2 inch embedment 16 16 16 attachment hardware provided and stop all work and notify the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shall be stepped so that the clear distance between adjacent bottom edges shall procedure and continue with the work,he shall assume all responsibility and liability arising therefrom. not exceed a slope of one vertical to two horizontal. Bottom Plate to Floor joist,Bandjoist,Endjoist 2-16d'' 2-16d''x per foot (Prescriptive Alternative to Table 3.5) length anchors permanently installed on the 10. The Architect shall not be responsible for,nor have control or charge of construuction means,methods,sequences,or pro 10.Backlill shall not be placed against foundation wars until the concrete Is of sufficient strength and until the cedures,or for safety precautions and programs.Contractor shall be reponslble for adequately bracing and protection ofall walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. or Blocking (Face-nailed) For st:i inch=25.4 mm,1 foot-304 a min,I pound.4,448 N,I building.Attachment in accordance with work during construction against damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured continuously.If pour Is Interrupted a vertical key shall be provided. FLOOR FRAMING Wind Speed mile per hour-0 447 m/s Table R301.2.1.2 iS permitted for 11.The Contractor shall check and verify location of any existing overhead or underground electrical or other hazardous utlll Horizontal Joints are not permitted. 3-second gust(mph) 90 95 10D 10S 110 ii5 120 130 140 ISO 160 170 180 195 a.This table is based on 180 mph ultimate design wind ty lines and to arrange for their safe relocation. _ 12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con- Jolst to Sitl, Top Plate or Girder (Tce-nailed) 4-8d 4-10d per joist buildings with a mean roof height of 45 dui (See Figure 1.1) speeds•V n.and a 45-foot mean roof height. 12. The Contractor shall be responsbble for temporary eledre,water,toilet fadllties,tencing,barricades,security,and roan- ts,etc as required for trades before placing concrete. Bridging to Joist (Toe-nailed) 2-8d 2-10d each end b.Fasteners shall be installed at opposing ends of the wood feet (13 728 mm) or less where the up as agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shall broom clean all affected 13.Concrete:work Included; Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Stud structural panel.Fasteners shall be located not less than 1 areas and cart away all debris. a)all footings,foundations,steps,platforms,etc.,as per drawings. 1 ultimate design wind speed, V„h, is 180 Blocking to Sill or Top Plate(Tce-nailed) 3-16d 4-16d each block Spacing Walt Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(pif) inch from the edge oftne panel. 13. Contractors or Sub-Contractors whose work and Installations require sleeves,hanger Inserts,bolts,anchors,etc.,to be b)all concrete slabs. c.Anchors shag netrate through the extenor wan covering mph(290 kph)or less. built Into the work of other Contracto shall Install or rovide these Items to the a ropriate Contractor who will set these to c)al�li other work as required by drawings. ledger Strip to Beam(Face-nailed) 3 16d 4-16d each joist (in•) ve rs' p PP d)set anchor bolts. with an snbedment length of not less than 2 inches imo the wort In the locations established by the Contractor who requlr+es these Items.These Items shall be provided and their locatlorhs Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 building frame Fasteners shall be located not less than 2'/z coordinated sufficiently In advance,so as not to delay the progress of a job as a whole.All such Items shalt be Incorporated so 14•Damp proofing:work Included; Band Joist to Joist(End-nailed) 3-16d 4.16d per joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inches from the edge of concrete block or conc ete. they wilt meet the correct physical elevations of floors at each level.They shall be secured Into the framework for concrete so a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dust,dirt,voids and cracks and shard Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d.Panels attached to masonry or masonry/stucco shalt be as to maintain their proper location and position during the placing of concrete and removal of formwork. projections. attached using vibratlont-resistard anchors having an 14. The Contractor shall conduct all'work to preclude the effects of weather on Completed work,or wort In progress.The b)allow 24 hours prior to backA)ling. ROOF SHEATHING 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 ultimate withdrawal capacity of not less than 1.500 pounds Contractor shall assume all responsibility and expense of temporary enclosures where necessary.Dust partitions are to be c)apply mastic emufslon only when temperature s 40 degrees F and rising and In dry weather. Wood Structural Panels 8d 30d (see Table 3.J0) 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 provided between work areas and the rest of the bulldflng. d)apply Cesotex Trowel Mastic or approved equal on all foundation wals below grade at basement and crawl Diagonal Board Sheathing 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 NOTE: 15. Each Contractor shall be reponsible for all loss or damage arising from the action of the elements such as water,heat,wind paces. c shall be a 11 or other unforseen difficulties which may be encountered In performing the work to be done under his contract In the event pP ed at the rate of 1/8"thick wet 1"x6"or 1"x8" 2 8d 2-30d per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL STRAPPING TO BE 1 V4'x20 GAUGE STD OR of arty suspension of work,each Contractor or Sub-Contractor shall protect his work and materials against damage.Any work 1"xio"or wider 3-8d 3-10d per support 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 V PSW EOUVAL ENT-CS20(COLED STRAP) or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his CARPENTRY NOTES - fALL STRAPPING SHALL.BE NSTALJ�PRIOR TO SFEATHWD work or materials shall be promptly removed and replaced by the Contractor. 1.Insulation shall be flberglass hafts-toll one side,unless otherwise noted thickness as shown on drawin s CEILING SHEATHING 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 TYp•PROVIDE RAFTER TO 16. Any materials or workmanship found at the time to be defective shall be remedied at once,regardless of previous Inspec Staple pads on foll OVER framing. g Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 KING ATTACHivENT Wi$t bon.The Inspection of the work Is Intended to aid the Contractor In applying labor and materials to and In accordance with the 2.All exterior nailing,In exposed exterior wood,shall be aluminum or galvenlzed. specMcatlo but such Inspection shall not o erate to release the Contractor from a of his contractual obll tlons. 3.Provide cats at all exterior and bearing walls and all walls over 8 feet hI h All stud framing having an 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALK>t�OR RAFTERS M+ P n1r � g . WALL SHEATHING KINGS TO PLATES TYP.PROVIDE RAFTER TO 17. All new materials and Installations shall be In accordance with manufacturer's latest printed specifications and with code . unsupported height of more than 10'-0" is to have stud bridging or otherwise be braced In an approved man- 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 requirements ner at Intervals not exceedin 8'-0". Wood Structural Panels 8d SOd (see Table 3.11) 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 EOVAL OR S RA�Z I S. All materials shall be new,as called for In the drawings,and the best of their respective kinds.No substitution shall be made 4.All floors designed to withstand a combined live load and dead load of 50fr per sq ft for living areas and 40* Structural Fiberboard Panels 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DETAL®LEFT by the Contractor Without the prior written approval of the Architect For portions of the�rk not shown In detail but which per sq.f.for all other areas. 1/2" it ga.galy. roofing nail - 3"edge/6"field 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 are shown generally,or for reasonable Inference as being required for a proper and comp ete Installation,the material, 5.Design timber stress-Fb+850,E=1,600,000 psi Douglas Fir Larch No_2. (0.120"xi-1/2"long x 7/16"head) NAILING& STRAPPING AT methods,and workmanship shall conform,as a minimum,to the 6.Provide cross bridging or solid blocking @ 8'-e"oc maximum floors and ceilings. 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 typical or representative detail throughout the corresponding parts of the building. 7.Studs,sills,posts,beams and jolsts shall be construction grade Douglas Fir No.2 appearance. 25/32" 11 ga.gaiv. roofing nail - 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 5 A EXTERIOR WINDOW/DOOR HEADERS 19. No materials of arty kind shall be used upon the work until tt has been Inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.All headers 5'-0" (0.120"xl-3/4"long x 318"head) 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 66MM Fall ALL taw carsrr X1[D+Aroma WW ACanOW rejected shall be Immediately removed from the work and not again offered for Inspection, and over to have a minimum of a double Jack stud on both sides of opening. 16 2 2 2 2 2 2 2 3 3 - 3 4 4 5_ 6 20. All work shall be executed In a workmanlike manner and all mechanics shall be skilled In their trade. 9.Joists supporting-parallel partitions,spaced apart to permit the passage of piping or duct work,are to be Gypsum Wallboard sd coolers 5d coolers 7"edge/10"field A NAILING SCHEDULE'B': emm�commicim wANJ•U 21. No note or detail or lack thereof shall be construed as relieving the Contractor from execution of all work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. Hardboard 8d 8d (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 D FOM OMM FEQ1JRa43ars Fan Yaa)0'N OPeata3 with all state and local codes. 10.Where joist hangers and other steel frame carriers are Indicated,contractor to provide and utilize the Particleboard Panels 8d 8d (see manufacturer) 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 Notation 22. Architect Is not retained for site Inspections and/or observation of the construction. proper smooth shank and/or annular ring nails as recommended by the hanger manufacturer,to Insure the Rough A 9 c D E F 23. The Architect has not been retained on this project for bidding and/or the negotiation and administration of the Contracts appropriate shear and withdraw)capacity of the fasteners. Diagonal Board Sheathing for construction of this project 11.Provide Flrestopping as required In compliance with part R602.8 of NYCRR. 1"x6"or 1"x8" 2-8d 2-10d per support Table 3.6 Ridge Connection Requirements for Wind Exp osu re B B r4r 2 o a4 I I I 1 24. No request from any party for Information regarding clarification,amplification or expfanationofthe drawings or notation, 12.Do all cutting and patching for all trades.In bearing walls or partitions,no stud Is to be cut more than 1/3 of C E 4•-0' a o 2M 2 2 2 2 or request for permission to vary or deviate from the requirements of these drawings or notations,will be entertained by the Its depth to receive plping,duct work, or electrical wiring. 1"x10"or wider 3-8d 3-Sod per support (Dead Load Assumptions: Roof Assembly DL=10 psf) Hr-o• 4 m a4 a n bd - 3 3 3 s Architect,unless they are set forth In writing and addressed to the Owner.If the owner refers these requests to the Architect, 13.Provide double joists under all posts,partitions parallel to joists and around ell openings.Provide double FLOOR SHEATHING F-(r e m zx•"a 2xa 3 s s a the Architect wltl,wltfi reasonable prompMess,consider the matter and respond In carting to the owner for transmittal to the framing around skylights Double all beams or joists under bathtubs and heavy appliances. wind speed too` a Ha zre 4 4 a • party concerned.The Architect does not,nor will not,assume any responsibility with regard to the above mentioned types of "014.Contractor to provide"Simpson"hurricane clips on ell rafter to stud connections Ift on all stud to box Inquiry unless above procedure Is followed beam connections W Structural Panels 3-record gust(mph) 9O 9s 200 tolls 11a ills Izo 130 lac 150 1rA 170 1a0 19s ir-o• F ra 24 s s s s 23. The Architect shall not be responsible for the performance of the General Contractor,any Sub-Contractors or the Owners 15.All exterior openings shall be property flashed. 1"or less " 8d lod 6"edge/12"field (See Figure 1.1) Notau«hs: own forces,nor shall he guarantee the performance of their contracts.The obligation of the Contractor shall not extend to the 16.New work shall tie In and lap Into existing so as to prevent leakage. greater than 1 SOd 16d 6"edge/12"field Roof span F A r4►Jee3 OF®Hugs Ar ry3C3 eo of stRAPPrs1s tbblllty of the Architect,his agents or employees. 17.Flashing to be provided at all floor penetrations,pipes,vents,skylights,chimneys,and roof ventilators. Roof Pitch - R uired Capacity of Ridge Connection Iplf)''ta'' Diagonal Board Sheathing tg g g pes,gable ends and top of foundation wags. (nl a.N,,eet°F st3.arena a 11E RJ1T oafs tx)r Jw�r To OOOt39i 26. Items shown on plans but not spectflcatly stated In the specMcatlons and/or vice versa shall be considered to De Included Flashln to be provided at hips,ridges,valleys,than es of roof slo 1"x6"or 1"x8" 2-8d 2-10d per support 12 28 39 51 64 77 91 105 136 169 205 243 284 327 397 c-HAMM OF RU H30000 STWS AT EACH SCE OF cancer In the contract. AN roof Intersections to have fiashing to extend 8"In each direction.All flashing to be aluminum unless noted 1"xlo"or wider 3-8d 3-10d per support 16 37 52 68 85 203 121 141 182 226 274 325 379 436 529 D.mmm pF Ro moy s na 4mal ItRo M AMWNT KM MW roea 27. Items not specifically called for by manufacturer number or grade spectflcations,shall be furnished In the most economical otherwise.All rafters to line up directly over studs. t>F W,*M AT EACH� model grade or manner of Installation. 18.Install shims to 10 46 65 BS 106 Ise Isz v6 227 ze2 3az 406 473 S4s 661 ' provide floor pitch under sheathing and perpendicular to the roofJolsts to provide for roof 3:u za ss 7a i0z 12B 15a 182 211 zn 339 410 497 s68 65a 793 E NLeeH OF,NIX snne AT F�W1 tao�IEAOas rnsaaHE oot>e1E rFfDa3s 28. Each Contractor shall carry Worker's compensation Insurance In the amounts prescribed by taw,and IlaDlllty,btldlly Injury, venting In F. H As"cF tan wus aQNVM tifam ADQA03Hr jNX anus To automobile and other insurance In the amounts and periods satisfactory to the Owner.The Architect shall be listed as addition flat roof areas, Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements 28 65 91 119 149 180 212 246 33s 39S 479 568 663 763 92S LACKS AND KINGS AS H3o CF s1149 AT EACH WE OOM car APPLY ro oo01t9 at names Insured. " (Prescriptive Alternative t o Table 3.9) 32 74 105 137 270 206 243 281 363 452 547 649 758 873 1057 SH05tiN TYP DETAL o LffT 29. The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect end 19.All Interior leaders are to have 1/2 foam sound Insulation. . Z0.All Interior doors to be 1-3/8"hollow core lauan veneered with approximate hardware.Contractor shall 36 83 118 154 192 231 273 316 409 508 616 730 852 982 1190 their Agents and Employees from and against all claims,damages,losses and expenses Including Attorney's fees arising out of stipulate en allowance for all lock sets. Roof live toad Ground snow Load 12 26 35 45 55 65 77 8a 113 139 168 199 231 266 321 or resulting from the performance of the work. 20 psi 30 psf SO psf 70 psi 16 35 47 W 73 87 102 Ile t56 186 224 265 3a5 354 a26 Solid Sawn Joist and Rafter"eking and Boring Limits Stud Notching and Boring Limits - 21.Use waterproof membrane flashing over all outside doors. 30_ !n any and all claims against the Owner or the Architect,or any of thter Agents or Employees,icy any Employee of the 20 43 58 75 91 109 128 147 188 232 280 331 385 443 S36 y rectly employed by any of them,or anyone for whose acts of them may RooiSpan(ft) be Rabe the Indemnification obligation nderr th sr Iadl ROOFING pper roofing nails, ♦:1z Z4 52 70 e9 110 231 153 i76 226 z79 336 397 a63 s32 643 g paragraph shall not be Umlted In any way Dy any Ilmltatlon on the amount 1.Fasteners for asphalt shinglHss shall be gatvanlzH>d steel,stalnle5s steel,aluminum or co 12 24 36 12 24 36 12 24 36 12 24 36 28 61 82 104 128 153 179 206 263 325 392 46♦ 540 620 750 Noteh � Rafter ,z 1,•s 32 69 94 119 129 153 179 206 363 372 392 464 540 620 a57 cater nr,b a depth<1/4d d or type of damages,compensation or benefits payable by or for the Contractor or Sub-Contractor under Worker's minimum 12 gage shank wfth a minimum 3/8"diameter head,ASTM F 1667,of a length to penetrate through Rafter Slope spacing(in.) Required Number of 16d Common or 40d Box Nails per Heel Joint Connection 36 7s Jos t3a 164 196 230 264 33R 41s SOa s% 694 797 9ra •p'"°^'' a l eedge s/s" Conpensatlon Acts,Disability Benefit Acts or any other Employee Benefit Acts. the roofing materials and a minimum Of 3/4"Into the roof sheathing_Where the roof sheathing Is less than 3/4" Outer 1/3 of 31. Alt work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thick,the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F 1667. pa cy,or the Owners use of the premesis "EXCEPTION:Asphalt strip shingles shall have a minimum of six fasteners er shin le where the roof Is i2 3 5 8 3 6 9 5 9 13 6 12 17 1 9 s 109 132 156 182 209 2s 3 ,Pan only year from the date of the acceptance of the Owner.Granting a Certificate of Occu n ' 16 26 36 46 57 68 80 92 its 146 176 208 242 279 3 37 Hole diameter shall not constitute acceptance of the work. P g 16 4 7 10 4 8 12 6 12 17 8 15 2 3 .2/ed In one of the following catagories:(areas within i mile from the water) 3:12 20 33 45 58 71 BS Ioo 115 ia7 182 220 260 303 348 421- stud single Stud Hob diameter 32. Contractor shall Inspect site and make all appropriate Inquirtres to deterrvdne conciltlons and field Construction criteria a. The basic wind s 19.2 4 8 12 5 10 34 7 is 2t 9 is 27 stz 24 4o Sol 69 B5 loz 139 138 177 229 264 312 364 41s 506 0o Weis smd prior to submission of bids,and shall make no additional claims regarding site conditions thereafter, peed per Flgure R301 2(4)Is 110 miles per houror greater and the nave 24 5 10 35 6 12 18 9 17 26 12 23 34 . 1/3 Joist Is 20 feet or higher above grade. u 46 63 81 99 219 139 161 206 2s5 309 36e 4z4 48s s90 d.pM Max 33. Contractor shall obtain all required approvals,permits,certtflcates of occupancy,Inspection approvals,etc.for work per peed per Flgure R3012(4)Is 120 miles g 1/4 Joist b.The basic wind s 12 3 4 6 3 5 7 4 7 10 5 9 13 32 53 72 92 114 136 159 184 236 292 352 416 485 SS7 674 depth,Max (). 2"Min. Plate formed from agencies having jurisdiction thereof. per houror teeter. 2 Asphalt shingles shall only be used on roofslopes of two units vertical In 12 units horizontal(2:12)or greater. 16 3 5 8 3 6 9 5 9 13 6 12 17 36 so at 1oa iza 153 179 207 26S 3za 396 468 s4s 6z7 7s8 Hole edge 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a For roof slopes from(2:12)up to(4:12),double tinderia dlatance>a/9" building permit from the village prior to starting any work. yment appllcatlon Is required In accordance with Section 4:12 19.2 3 6 9 4 7 I1 6 11 16 7 14 ZI 12 20 2G 33 40 4R 55 63 81 99 119 143 164 18R 127 2"Min R9052.7. 16 27 3s 44 54 63 74 8s 108 133 Is9 188 218 250 302 1/3 Joist 35. The General Contractor shall coordinate scheduling of Sub-Contractors and other Contracts and shall provide every post! 3, 24 4 8 2 2 5 9 t3 7 13 19 9 17 26 depth,Msx. s/d J.ht ble cooperative effort to coordl nate completion of all work.The General Contractor shall anplete a comprehensive shcedule Asphalt shingles steal!haveserf-sealYng strips or De lrtterocklag and comply with ASTIN D225 or D3462. 12 3 3 5 3 4 6 3 6 8 a 7 11 20 33 u ss 67 79 92 106 135 i66 199 23s 273 313 376 deptR Max 4.In areas where the average daily temperature In January Is 25 degrees F(-4 d 6:12 24 40 53 66 6o 95 92 106 135 166 199 23S 273 376 378 of all!work pertaining to all contracts and shall subfNt same to the Owner In an acceptable format for review well In advance of agrees C),or lessor when Table R301 2(t)criteria so designates,fend Ice beMer that consists of at least two le ors of underle SA2 9. 3 4 6 3 5 7 4 7 11 5 9 14 28 47 61 77 94 112 129 148 JIM 232 279 329 382 438 529 _ work Comet r shall t cemented together or of a self-adherng polymer modified bitumin sheet Y ormal 19.2 3 5 7 3 6 9 S 9 13 6 it 17 36. Contractor shall coordinate construction activities with Owner to minimize Interruptions to normal owner operations. ,shall be used In Ileu of normal 32 s3 70 85 107 127 149 169 215 26s 319 376 436 501 60S 37. The Contractor shall conduct all work In such a manner so to not Impair the structural Integrity or stability of adjacent underiayment and extend from the eaves edge to a point at least 24"Inside the exterior wall line of the bldg. z4 3 6 9 4 7 it 6 11 16 7 14 21 36 60 79 99 121 243 266 190 242 298 35a 423 491 564 68o structures,equipment,or utifltles.Should damage occur as a result of the work,the Contractor shall repair or replace said 5.All metal flashing where called for on plans shall be aluminum. 12 3 3 4 3 3 4 3 4 6 3 5 8 12 27 32 37 43 49 5s 62 76 94 112 112 Is3 17S 211 damaged Items to the sal0sractlon of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs 6 Contractor ghats provide gutters and leaders as required and shall connect them to the approved storm 16 3 3 5 3 4 5 3 5 8 4 7 10 16 36 43 so S7 6s 73 82 102 125 149 176 204 233 291 STRAPPING D ETA I L S associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items, water xterio opening as required. 7:i2 7.All exterior openings shad n properly flashed. 19.2 3 a S 3 a 6 3 6 9 a s 12 io ♦s 53 62 72 s1 92 l03 127 156 1s7 2so 25♦ 291 3S1 38. The Contractor shall have a competent representative or foreman present,who shalt follow without delay all Instructions 8.All work shag bear a written one(1)year guarantee from Roofing Contractor from flue date of the Owner's 7:12-1z:12 24 54 64 7S e6 99 110 123 153 197 224 263 30S 350 421 of the Owner or his/her assistants In the prosecution and con letion of the work in conform) with this contra and shall 1 z4 3 s 7 3 s s a g 11 s 10 1s AnChOr Bolts D ty acceptance ze 62 74 e7 100 214 1z9 144 178 218 261 307 356 408 .491 Sill Plate to Foundation have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative avail 12 3 3 3 3 3 3 3 3 S 3 4 6 32 71 8s 99 2 is 130 147 164 204 2so 299 3s1 407 466 st,2 able to redeve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours_ 9-All roof roof Ic torb to have flashing to extend 8"(measured vertically)above flat roof 16 3 3 4 3 3 a 3 a 6 3 s 8 Watl Stud I1.8uw up roof l ti In of 3ply built up roof with gravel topping;tie Into exlstln 9:12 36 ao 96 I1z Is9 147 165 IRS 229 2R1 336 395 45R szs 63z 39. The tontraetor shall,at all tlmHsS,provide constatn and eery access and safe and proper fadlitltes for the Inspection of all 9- 19.2 3 3 4 3 4 5 3 5 7 3 6 9 wall Stud Botttxn Plate .New work shall tie In and lap so as to prevent leakage. parts of the work. 12.AN exterior nailing shall be alw»lnum or IvarJlzed. 24 3 4 5 3 4 6 3 6 9 4 8 12 Anchor Bolt Anchor Bolt ° • ' 40. Before any payment will be made by the Owner,the Contractor shalt deliver to the Owner any waiver or releases of any 12 3 3 3 3 3 3 3 3 4 3 3 5 TABLE R301.5 TABLE R301.7 Bottom Plate I I� liens arising out of his contractfor work completed as of the date of the request for payment The Contractor shall also deliver 13.Flashing to De provided at all root penetrations,pipes,vents,skylights,chimneys and roof Floor Joist ° all manufacturers'warrantl ventilators.Flashing to be provided at hips,ridges,valleys,than es of roofslo 26 3 3 3 3 3 3 3 3 5 3 4 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL tee)Strap lapped under sill plate I es,guarantees,operational and maintenance manuals pertaining to his work furnish evidence datlon walls. g Pe:gable ends and top of toun- 12:12 ss • I o satisfactory to the Owner that all payrolls,bills for labor, materials and equipment,and other•Indebtedness connected with his 39.2 3 3 3 3 3 a 3 a 6 3 5 7 (in pounds per square foot) MEMBERSb'° C$20 7 M I N. I . ° work for which the Owner or his property might In any way be responsible,have been paid or otherwise satisfied.Each con 14.All skylights Installed In roof system with pitch of 3/12 or less are to be mounted on min.4"high curbs. z4 3 3 a 3 3 5 3 5 7 3 6 9 ° 15.Install shims to provide roof pitch under sheathin and I tractor shall also deliver to the Owner written guarantees In form and whose terms and extent will be established In the 9 perpendicular to the roofJolsts to provide for roof agreements between each Contractor and the Owner. venting In flat roof areas. USE LIVE LOAD ALLOWABLE I k nt 41. Each Contractor shall be responsible for cutting,fitting and patching of his work that may be required to complete the 16.All Inteerior leaders are to have 1/2"foam sound insulation over PVC piping. Table 3.10 Roof Sheathing Attiachment Requirements for Wind Exposure B STRUCTURAL MEMBER I11 I SIII Plate `_ Uninhabitable attics without storageb 10 DEFLECTION -� '- work of his contract,no Contractor shall endanger any work of any other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES L08ds b n Rafters having slopes greater than 3:12 with _ Steel Strap lapped under altering any work oTany other contras*or,and rib Contractor shalt do so without the prior written consent of the Owner. Any 1.All elet7rcal work shall be confined to the space and location allowed for!t,and shall be)n strict confor- Uninhabitable attics with limited storage •- 20 L/1 BO trill plate costs caused by detective or III-timed work shall be borne by the party responsible therefore. finished ceiling not attached to rafters ) I _ -- CS2O ' ' mance to the National EIed:Mctode and governing munldpallty. wind Speed 3---d�t t.Ph) 90 95 too - 1tn its tin 11q 160 150 160 no ... ,es " " 42. Contractor shall brace,shore,reinforce and/or underpin all structures,Including neighboring structures,as required for 2.Provide SE' (prig a 1.1� Habitable attics and attics served with fixed I 1 I m= 5/8 dia.W/3 square washer paste drcuWi for ell appliances,amperages based on manufacturer sd haven tlons 30 Interior walls and partitions H/180 safe operation.The Contractor Is to take all necessary and prudent steps to shore and brace existing structure prior to 3.Contractor Is to ve Fasten"spacing stairs Installation of headers for new openings.The proper and safe execution of this work k the sole responsiblri of the Contractor. TttY g a owner,a the owner call!be purchasing appliances and having them Installed by Raher ty others prior to submitting a bid on the protect -= , /Tr„ts Parr) HaHerm a Floors L/360 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as scaf 4.Contractor shah Install,as per owners direction,a P sheathing location Spacing cases s"p,xorts Uplift Loae per Nail(Thal Balconies(exterior)and decks 40 folds,staging,plattorms,runways,hoists,ladders,chutPS,temporary flooring,guards,rallings,shattway protectlolns,etc,for thy and�lt intercom,alarm,thermostat tote hone and/or Ceilings with brittle finishes(including plaster foe TV Antenna wiring In walls prior to sheetrocking.All wiring shall be concealed M walls,floors,or ceilings. (l"') ti"J li,.) Fire esca es 40 L/360 protectloln of workmen and of the public shall be provided,erected,and maintained In accordance with the requirements p and stucco of the New York State Bulldin S.All wring shall lu copper and all work conform with NEC and NYBfU and shall be Board of Flre Underwriters G 1.z v 19 x1 z3 2s 2a 30 3s 4i a7 s3 60 67 7s ) �t ,.,1 g Construction Code,and all olfier laws, rules,or ordlnaceS of all Governmental Agencies having approved end Include the following: 6 6 9 10 I1 1z 13 1a is is 21 24 z7 30 34 3v Guards and handrails° 20011 Ridge Structural Ridge Ra I ter to Stud jurisdiction.Contractor shall provide,erect,maintain those Items required for use,obtaining all necessary permits,Inspections a)all wiring for new switches,outlets,fixtu ry and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise res.re-d dicate rcuit a to allow for all new wow all rewiring of li ♦ • 6 7 7 s 9 9 to Iz is 16 2a zo 23 2b Ceilings with exible Inishes(including existing fixtut•es and laboring of circuit breakers to Intricate circuit use. 3 3 5 5 6 6 7 7 a 9 10 1z 14 is 17 m Guard in-fill components( 50h gypsum L/240 stipulated. - b)furntsh NFBU Certificate at completion of work. Carbon monoxide R314&R315 6 1z 23 25 28 37 34 37 ao 47 54 61 70 79 89 104 a a board 44. Contractors shall make timely submissions to the Owner of the'varous Items as set forth so as to allow reasonable and ade 6 Furnish and Install single station smoke detecting alarm device In dbmpflance with Sec: Of MY5 Dulltflnq 6 6 12 13 14 16 17 19 zo 24 27 31 35 40 45 52 Passenger vehicle garages 50 ) ,.-BEAM a tmuw ,*--- BEAM a STRAv uate time for review, ossible correds)otn pproval of submistsions without delayln the possible jest. salon,and fora Code and shalt be P g g P 16 ♦ a 8 9 l0 ,o 11 Iz ,4 16 Is 2I 2a z7 30 3s All other structural members L/240 6v 11 ts4. ss qr Tess of the entire project or an phase otthe protect provided outside each separate sloe In Brea In each sleepin s ace and on each floor level. 3 3 6 7 7 a 9 9 10 12 14 16 ,a z0 z3 z6 Rooms other than sleeping rooms 40 12 Min. 12 Min. s D Y 7.Contractor shall verify with the owner,location and quantity of lighting Oxtures,switches,outlets,etc.prior interior zone 6 22 v 30 33 37 4o as as sG Gs 74 a4 9s ,07 its Exterior walls-wind loadsa with plaster or to provlHflng a b10 on the protect 6 6 ,4 is 17 19 20 zz 24 26 33 37 42 4a 54 63 Sleeping rooms 30 H/360 .� &Provide a minimum of one outlet In a hallway that exceeds 9'-0"In length. 191 stucco finish 'o " 11 14 15 1G 14 17 15 2a 3z 3b 42 Stairs 40= a CS20 ° ° • These plans are designed in accordance with the American Forest& Paper 9.Provldeoneoutletlneechroomaminlmumof6'-o"from the entrance to that room. 3 3 7 8 9 9 7D I2 12 i4 i7 ,9 27 z4 z7 32 ° Association Wood Frame Construction Manual for one and two-famil dwellin s erybathroom 6 Lz 34 37 41 46 so 55 59 70 81 93 105 "9 113 156 _ Exterior walls-wind loads with other brittle CS20 0 unl Provide a mintmum Of one GFl outlet within 3-0 of arty sink and a minimum of one In eV H/240 y g unless otherwise specified. 24 6 6 17 19 21 23 25 28 30 35 41 47 53 60 67 7R finishes O 4 4 12 13 14 16 17 19 20 24 21 31 35 40 4s sz TABLE R402.2 3 3 9 10 11 1z 23 14 1s Is 21 4 27 30 34 39 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loads°with flexible o° ° 2018 Ed ItlOn- preSCrl ptiVe m ethod 11.Contractor must verify with has Ilceinsed electrdan ff an upgrade of electrical service Is required for this Hn 2od ° These lans con 1 with all of the re uirements of the followin D2.Co t priorr t verif loc a bid. LS U P p Y q 9� 12.Contractor to verify locations of masts,meters,sub-panels,etc for relocation as required for the protect 6 n2 1z 1s 39 43 47 57 56 66 76 a7 99 111 us ia7 CONCRETE finishes Contractor must also notify the Architect of locations if not shown on plans. 6 6 1G 1a zo zz 2a zG zs 33 3a 44 s0 sG G3 74 •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical Code 12 4 ♦ 11 12 13 is 16 17 19 22 26 29 33 3a 42 4v Lintels supporting masonry veneer wallse L/600 3 3 e 9 10 I1 1z 13 14 17 19 22 2s 28 3z 37 MINIMUM SPECIFIED PLUMBING NOTES •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code 1.All plumbing work shall be In strict conformance with all state and local codes. - G nz az 47 Sz s7 63 6R 7a 87 io1 116 132 149 1G7 iv6 COMPRESSIVE STRENGTHe •. 16 6 6 21 z4 zb 29 3z 3a 37 44 51 58 66 75 84 v8 TYPE OR LOCATION OF CONCRETE V.) • All roofs cei I in s floors desi ned MTS30 •2020 N.Y.S.Existing Building Code •2020 N.Y.S. Property Maintenance Code 2.Not water heater shall have a maximum tempesture setting of 14o degrees F. CONSTRUCTION s g ' g •3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specMcations. ♦ a 14 1b 13 ,9 21 z1 1s 29 34 39 44 so sb 6b Weathering Potemialb •2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National Electric Code 4.Provide Insulation on all new plping as required by code. l 3 11 Iz 12 ,5 7G 32 19 z2 ze 29 33 7 az 49 -_- - S.Remove and relocate all exdstlng plping as required to assure the proper execution otthe work. Perimeter Edge Zone 6 6 So Sb 6z 68 75 8z a9 S1 i1i 119 i 9 90 too z is g For dead load of 10 P.S.F. •2020 N.Y.S.Fire Code •2020 Uniform Code Supplement 5.bemo grade waste to all shall n Xipi plping. 19 2 6 6 2s 29 32 3a 3a 41 as s3 G, 70 79 90 ,00 ns Negri ible Moderate Severe a 4 17 19 2i 23 25 28 30 35 41 47 s3 bo 67 79 Basement walls,foundations and " " 3 3 13 14 16 17 19 21 23 27 31 3s 40 45 so 59 •2020 N.Y.S.Plumbing Code •2020 Supplement to the N.Y.S.Energy T_Potable Ilnes shall be type L copper. 6 :u 63 70 78 85 94 102 171 131 151 174 198 223 250 2" other concrete not exposed to the 2,500 Z500 2,500c 8.All gas or oil piping required shall be performed by the plumbing contractor. Conservation Construction Codie 9.Sanitary disposal system shall be County Department of Health Services approved for design and Installatlon.The Owners surveyor shall be responsible for design and locations of these facilities as well as 24 6 6 32 35 39 43 47 51 56 fib 76 87 99 I1 I ]47 weather • ♦ 21 24 26 29 32 34 37 44 Si 58 GG 75 Sol 98 Column Ca Floor to Floor Connection obtainin ari ermitsor approvals. 3 3 16 1A zo a z4 ze za 33 3A 44 s0 se 63 74 Basement slabs and imerior slabs 2,500 2,500 2,SOOc p Corner H oldown 10.Contractor shall provide hot water baseboard heat throughout at perimeter walls unle�otherwise noted. on grade,except garage floor slabs FwSl:1 pound per square inch=6.695 kPa. C 1T Fastener Spacing Uplift Load per Nail(lbs) - Gable Endwall Rake or Iln•1 Basement walls,foundation walls, a.Strength et za days psi. LENGTH 1 n GENERAL NOTES . Rake TruSS with u t0 9" 6 2A 31 35 38 42 4G 50 59 GA 78 BA 100 '12 137 b.See Table R301.2(1)for weathering potential. H D U EN0 11.Water main must be 7-0 away from the sanitary disposal system and 4-0"doe p exterior walls and other vertical LEW.TH 12.In bearin walls or p P• P p gr Rake overhang 4 19 z1 23 26 2R 31 33 39 45 5z 59 67 75 88 Z500 3,000d 3,000d c.concrete in these locations that is subject to freezing and thawing during 1''i e " 1. The mechanical s stem shall be installed in accordance with cha tern 12-24 of the 9 partitions,no stud ls to be Cut more than 1/31ts de th to receive I In duct or electri- 12 Y P cal worik. concrete construction shah be air-entriined.T cal it ac ntent cewlth Footnoted. Residential Code of New York State. 13.All water service and distribution pipe sand fittings to be copper alloy. !d 16 IB 19 11 13 25 1t1 3a 39 44 50 Sb b6 work exposed to the weather d.Concrete shaft be airemrained.Total air content(percent by volume or e concrete)shall be not less than 5 percent or more than 7 percent. 0 2. The plumbing system shall be installed in accordance With chapters 25-33 of the Porches,col ort slabs and ste s 9 CLEAR Residential Code of New York State. Expose re B p e.See Section R4022 for maximum cementitlous materials content. a I SPAN 3. The electrical equipment and wiring shall be installed in accordance with chapters 14.All drain,waste and vent piping and fittings to be PVC-DWV Table 3.11 Req Sheathing and Cladding Attachment exposed to the weather,and garage 3,500d• f.For garage floors with a steel troweled finish,reduction of the total air content ° Requirements for(Wind Loads floor 2,500 3,000d,e,f e,r (ptYcetd by volume of concrete)to not less than 3 percent is permmed n the 34-41 t2f the Residential Code of New York State. slabs specified compressive strength of the concrete is increased to not less than o _ 4. Exterior windows and glass doors shall be installed in accordance with Section R609. - Wind Speed 4,000 psi. BC:S All glazing shall comply with section R308. :'1).I!. . END 5. In all frame walls,floors and roof/ceilings comprising elements of the building thermal 3 second gust q0 95 100 SOS 110 ISS 120 130 140 150 1fi0 170 180 195 LENGTH envelo e,a moisture va or retarder shall be installed on the warm in winter side of the (mph) TABLE R301.2(1) � „ P P See Fi ure 1.1 CLIMATIC AND GEOGRAPHIC DESIGN \ it �r CS20 12 insulation in accordance with section R398. STRUCTURAL SHEATHING CRTi EREA 6. Wall and ceiling finishes shall have a flame spread class cation of not greater than 200 `� �0 - with a smoked developed index of not greater than 450 in accordance with section E F E F E f E F E F E F E F E F E f E F E f E F E F E F R302.9 WIND DESIGN SUBJECT TO DAMAGE FROM Column Base Stud Spacing �, GROUND SEISMIC WINTER ICE BARRIER AIR MEAN T. Insulation shall have a flame spread index of not greater than 25 with a smoke developed Sheathing Location' Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,o.c.} Frost FLOOD SHEATHING Index of not greater than 450 in accordance with section of the R302.10 (inches,o.c.) SNOW Speeds Topographfe SpeelelwTnd Wlml borne DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL SIDING 1 m Weathering" Itne TernlRee h HAZARDSO 8. Interior wall covering shall be in accordance with section R702 and exterior wall �� 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 22 6 12 6 22 LOAD° (mph) effeetsl' regkm debris zone CATEGORYr de tM' TEMP" REQUIRED INDEX' TEMPI FLASHING FOR covering shall be in accordance with Section R703. Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 p ABA44 WATER TIGHTNESS h 9. Asphalt shingles shall be installed in accordance with section R905.2 ,q� GENERAL NOTE S 24 6 lz 6 12 6 12 6 12 6 12 6 12 6 12 6 1z 6 1z 6 lz 6 lz 6 6 6 i 6 6 20 Ib 130 Yes NO B Severe 36" M t0 H 15° Yes 150 450 DECKING ��- C�J 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 MANUALJDESiGN CRITERIA" or< ° ° �����N J•SC �jl�.` PRO.CC�T 11ArIE Perimeter EdgeZone 16 6 12 6 it 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 " APPROVED JOIST HANGERS •° Indoor '. 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 winter Summer Altitude Design Heating 2'MIN. 2x LEDGER WITH FASTENERS �w 1Ca Elevation Latitude design temperature ,. IN ACCORDANCE WITH TABLE R507.2 (1d A . heating cooling correction factor tem(Jerattrrecoolin KE1V LEI Lt LH SCHULRIAN BOARD SHEATHING or LAP SIDING temperatltrC g difference a P T' T :+•,• HOLD-DOWN DEVICE MIN 750 LB.CAPACITY n, �fi-+'4". Sheathing Size Rafter/Truss Spacin � d a.,„ -. . . • FLOOR JOISTS AT4 LOCATIONS,EVENLY DISTRIBUTED /1.--,�%�-," B ALONG DECK AND ONE WITHIN 24'OF EACH 11 D/l►TEr Minimum Number of 8d Common Nails or 10d Box Nails '-•.'".' END OF THE LEDGER.HOLD-DOWN DEVICES to,r A.RCiHITrt,CI',P.C. (i0Che5,O Gi Ct1oilRg wind wind vefocrty Cointxttent Daily Winter Summer •=•'K SHALL FULLY ENGAGE DECK JOIST PER Per Support �'.i. 2U9 I.Z'NN AVEI�'LrE r.J�i�1i,-fit HOLD-DOWN MANUFACTURER. 1 tempetaruredifference velocityheating cooling wet bulb range htmlidity hllfnitlity N0.020 E.NORTHPORT,N.Y.11731 B1't 1xb or Ixs sheathing 12-24 z z 2 z z z 2 z 2 2 z z 2 z Typical DTr1Z Deck-to-House �► • A REW THREADED t/:D IN.3'P LAG TM. �FAX.(t331)W-2388 . Lateral Load Connection SCREW PREDRILLED W/MIN.9•PENETRATION -b8 ii0s rJI'fEET N10_ lx 10 Or Law er Sheathin 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 TO CENTER OF TOP PLATE,STUDS,OR HEADER. des d 1� N 90, - V _ Q P R S- FAB �U RtsS 5 — — -- AMENDMENT M c�c 135 ;- - aXt T_ Z817 rce4AV .SS (1)2-(o2-10 �xl ST. ( 3) �co310 '"'•_•""""" V N Z y> G L o 5- Ex( 5T- Zx to �,�. ((o O.a- 0 _ E�-r Gr1T of 1-4 1E P J_ x M / � N E y ` ter I T " ZcOt-�t y„ €'. a t3oltelz D ISL#,N � NE11 (Z� 13�yx9t�`I�MIcRotr MS W - =� LASt- t PLP,-rr- -FLvsH / - I(o O. c, p s/g'' F(q7E - -- R�.T tires S N ��T R o c.K I Z'-" i T 0 �'� oN I.•1PLL5 � cl.� -MfN. Cork _ I I� rx1?I-r \/r-- r -t I rJIN I CE ZNI . .9 , IN - L� W PLUS 5.P_ ( 3� F R 0o N � r6o I U r--R : O SToc� I Ij 3� I i I I I _rir I �- - - 1 �x15T- II N M .9 a" . I r L T H IF-i-1 l3)Z'P 10 F.J . F L u s f-1 3'- �' ( p'_O�' N x EXIST. C3) 1 z"Mt GRof-P•M I- 3-t� 0 N N F3EA1'1 _ — i" 2(n /ALIUN F. ._.... v C-. N q y ,S �°° y I' � Z1--7 �' _p I _� — — t4— — 3 XV9— —r-- PosT i; � 2 c o _L• _ M Iz A0Lt,M5-)=LuSH �= a. G �' II � m {7 `�- to ai NEW3'�` 1" Z ! i�AT}-� 4kcoPOSTooWN V x� s-r��t e-o L- - I I S.b. 2-0 y -roNEW GoL-8� 1.oW N 4, O � y urILIT z�P r'I P' LY m y, O� y" Sr`CO" I O 7 3� N Light required=2 00s.f. x 8%= 1(0 0 - ! �RIZ M o\1r ��c,�Y= c,� , — I u P r Light provided=i9.1 s.f. ' I S•p, - Vent required=2oos.f x 4%_ $ N ?:an "N R!✓1� R OO M ® d�(� l 0 o.P-T H- e-Lg: , 2 Sz'o R Y Vent provided= 10,*7s.f. NSW 2x8 P•a•, Q. L,EbC-A��R T30PRC� FF_- - M i LRoI.ATq }{nfZ• , I fEul1r_ (M)ZLJ2, G 1.0 �7- to s W z x to K.C..0.. F•J. I .Light required=1(0'1 s.f. xB%=13 30• C..N W 3) 2 x 6 A.c.Q v Light provided=1 S.2 s.f. �y' u�`i�� •L< tu E. �c }��.(�- - - — Vent required■i(o 7 s-f x 4%_6-7N t�-T _ ELL`�x 3�` vetnprovided=t'a3 s.f. 11+✓ 13yylo- f�yr�l�55 N STRvc.TVRPI- cotuMnlS - - 2 -O < r-X i 5T. 'e-I&e- -i-o f m Fo u �1 �� I l__ o I ( F - BASEMENT/REGREr�TION ROOM g E o R o o wt �A& yo L16HTING CA�LCULA�TIONS 'MEGH. VEINT I LA<TION CAsLCULAtTIONS AS PER NY5 CODE R-303.1 EXCEPTION#2 A5 PER NYS CODE K-W3.1 EXCEPTION# 1 RECREATION ROOM AREA=57y5Q.FT. . Q E C fR D O M AREA=!v15Q. FT. 3 V I-I-I-r' 6 FOOT CANDLES XS?'�SQ. FT.=3yy`jLUMENS REQUIRED I lo75Q. FT.X8'-0"'GLG.HGT.-113(oCUBIG FT. (1)65 WATT PER RECESSED LUMINARE q10 LUMENS 13 3(c GUBIG FT. X.35(AIR GHANGE/HR):y V8GUBiG/FT. a 3 y�•{y LUMENS/q10=3,$ LUMINARES • � 00 "'�t� � 9 2Q�� ylo8 GUBIG FTJ HR. / 60 MiN./HR._ S CUBIC FTJ MIN. REQ'0. / / °'- MAl N Tp�i N • �Ss / * 1=1NIS{'Is=D BASEM�NT'V� '� o THEREFORE BUILDERICONTRACTOR MUST PROVIDE MIN.(4)65 WATT FDCTURES CONTRACTOR/BUILDER MUST PROVIDE(1)S CFM VENT FAN v T co o N o / �� pR Egress Window Well a / A �. . BAt5EMENT/REGREA�TION ROOM MEGH. PENT LA�TION GAILGULATIONS zN� F�- / / , Z ��nlvER la 00 �Xis-r_�Ec K I Building , ?i Tb�3fc RBVILT Line Window wag skle panels must L I I`,b p �-r- I / / m= ° ,�'6 n extend 4 Inches above grade level. l.J l� l� 1 n / r Grade must be sloped away from A5 PER NYS COVE R-303.1 EXCEPTION# 1 well.ooMmspouts must also be / / cr Q v directed away from the well " o Q p Ln F' RECREATION Room AREA-S 7`15Q. FT. ;: rJ 2- / Sly 5Q. FT.X?'-3"GLG.HGT.-y )(o IGUB1,G FT. VYndow-� :s' �.S- ��(oo. L I t-I IF �? cD < Q l R�LOc_ 1 rS a �� N t NTR10R p.l,T_ •Egress / N o � ,aoz o 1 y S!A Dimension p ,f 5 l 41(o I GUBIG FT.'X.35(AIR CHANGEMR)_: ' 'GUBIUFT. Measure from WindOW — top of window sill I'`I ` — �Aj$Q QOOMXI�G (OV08 �3A"D to grade level Well _� s T �- \ — — !,4 Sfo GUBIG FTJ HR. / 60 MIN./HR.=2 S GUBIG FTJ MIN.REQ'D. System ' . 't — — — — — — ":''r � Use 3l4"clean 2.' 2-r c.o• 3" Z- Z ,00.0bZ 3„09,K.6Z S CONTRACTOR/BUILDER MUST PROVIDE(1)2SGFM VENT FAN � ' "''� free-draining ,� C.0. As stone 3 3 t' 44"Maximum " at toast 12"In from floor to window �=' �• P. ` width around all Bill to meet egress :�, p r"' sides of the web. code requirements ; Fill to depth of i .:;4' foundation enr:3 footing, •' '' i `Welts can be Instatied lower — y than the recommended 34/2" 1 ✓ I--- 1 `__J I / \ { , f , 7 G (,E I L A I I I I '•�•`s.• .; � h �,���,- to help meet grade conditions — : Tie rock fig Into ' perimeter drain if available st+EEr TITLE INT�0.1oR Al.T1�PsAT1 ot�1 LAMS • PR,O.ECT NAME I�ENNETH SCHULMAN u ARCHITECT,P.C. DATE" ` -` Z l s> 209 L.YN-.4 A�'E,\'UE SCALE, N 07 E•b -a E. EL. FAX. N.Y. 11731 BY" �5 - '� TEL. /FAX. (631)388-2.388 ,1OB NO" 2454 No. - _t fvRf, o0Wr4 try-(e7T-, Zk�R.R. P•aon R- a 1NSVL.AT113 /Z Ht7-F;Z.TR� �t< M IGRoI,�fi-I S +�X( ST. W 13�`4"x`l 1Iy" >✓ XI sr- N rt�>=� c.R o LAM N D R. I _ �Lns- P. LL � T� i= I� I I I N �I N I >` I .�PAMILy M.I-� ' t PO P G f'I C O L V I--1 r} Z•.l c A p rs H 14 rt E El I ---•I� ri ovs 14 f,Ll_ t-R Eta 3�"E�t c�}} �P•t 1,r etc _ II 5T 2Xlo �:J_-I (o" O• �_ �rW Gor'IPv51T� r�1Ec_I-(lNca t L - ------ o l-I Z x to Nu rly �1= tN (3) 12." M1LRoLfa�1S I ur-+Ftl� tst��� - t I nN tW �'� x3c� ��Mir f.e-_ S 2-x 5-to e S ,,-_-`Ito " I,,I F, 3 I t�Sl! Lp, T toT-4 ta>�1..t �o L-r'clr_a P ���',4 KA F2) V9 l o +E X./5T_ c.V - _m ST0fl, .� Liu IF>e-1 51-- Z x q s-ry jDs W1 rl rr W z�Li u0s� ll�'' sHi� r�-r� ock �X 15"t'• y'�'�.c. S L A r3 �Rrr, i r y; ,�1r� 1 31y� '���Woow ON w / t ,- 2• I 1N6vLATtoIV ON -70 DF ON- (D 13A'f�R1 �fZ i T 1 '-0 N � � R �viSt�o 3 -S - ZS g rS -1 , sar17 l o - lby �\ SHEET T17L.E ' , '=�•� PROJECT NAME R�SI pir�.N�� ��� w� (D �o ol�1LLJOon cT. l SOu'rNOLc� KENNETH SCHULMAN ARCHITECT.P.C.- O�,tGC� 209 LYNN AVENUE SGN_E: E. NORTHPORT.N.Y. 11731 Byl KS TEL./FAX.(631)368-2388 JOB No, 2. S 4 SHEET NO. Table 3n1 Nalling Schedule Table 3+4A Rafter and or Ceilin Joist to To Plate Lateral and Ex osu re B TABLE R301.2.1.2 R301.2.1.2 Protection of openings. Exce ion:Wood structural anels with a GENERAL NOTES / g p p Pt P CONCRETE&FOUNDATION NOTES Shear Connection Requirements WINDBORNE DEBRIS PROTECTION Exterior glazing in buildings located in thickness of not less•than 7116 inch (11 1. These notes shall apply to the General Contractor,each Sub-contractor and the owners own forces.Each Contractor shall 1.Alt footings shall bear on virgin soil having a minimum bearing capacity of. . (I)ton Number of Number of and familiarize himself with the site and with all trades end arts of the work.Each Contractor shall cooperate and coon " per square toot All (Prescriptive Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD windborne debris r ions shall be rotected min and a s an of not more than 8 feet i�aY P x ll exisootings shall,a a minimum ui 3'-0 below grade unless noted otherwise In plans e9 P ) P 'dinate his work with the work otother Contractors. �.All existing till,roots,and other unsuitable Denning material shah be removed and footings carried to the Joint Description Common Nails Box Nails Nail Spacing STRUCTURAL PANELSa,b,c,d ' . from windbome debris. Glazed o enin 2438 min shall be ermitted for 2. The Contractor's and Owner's agreement to enter into the work shall!suffice as their acceptance to the terms specified bottom of such excavation.Contractor to verl assumed soil bearin ce ad and assume,full P 9 ( ) P fy g P ty responslblllty for h r n and shall be into orated Into an and ell a reements between the Owner and the C n a e el , rD Y 9 o tr ctor. same.Contractor to notify Architect of any Boll variation or condltlOn adversely atiecttng assumed bearing ROOF FRAMING wind speed protection for windborne debris shall meet opening protection, Panels shall be 3, Nothing on this drawing shall be construed es modifying In any way the Contract between the Owner and Contractor or the to adty prior to the ourin of an footin s. 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 it30 195 FAST[T1ER SPACING p p q Y g Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter C )a.b the requirements of the Large Missile Test precut and attached to the framing Contractor and Sub-Contractors. 3.Minimum compressive strength of concrete at 28 days to be as follows: Concrete to have 5%to 7% See Fi ure i.i inches 4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and Building Code,New W footings,piers,lbuntlatlon wails:rca 3,000 psi stone concrete Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.aA) (see table 3.4A) per joist of ASTM E1996 and ASTM E1886 as surroundin the o enin containin the air entrainment er R402.2 Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Rafter/Ceiling Joist Wall Number of 8d Common Nails or 10d Box Nails(Toenarled) FASTENER TYPE Panel 4 feet< 6 feet< g P g g York State Energy Conservation Code,Federal OSHA,and all of the Local Governmental Agencies having jurisdiction,Insofar as b)slab on ground:rce2,500 psi concrete Garage slab=3,500 P.s.i. p Ceilin Joist La s over Partitions Face Waited) (see Table 3.9A (see Table 3.9A) each la Height t12.j,4 span< panel span panel span modified in Section 301.2.1.2.1. Garage product with the glazed opening. Panels applicable to hs portlon of the work. c)superstructure,slab:rc"3,WO psi stone concrete . B P ( ) p Spacing(in.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection 5. The Architect shalt not be responsible for the performance of the General Cotractor or any Sub-Contractors,nor shall he 4.Anti hydro shall be added If pouring takes place at 32 degrees F or less. CollarTie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie (ft 1 4 feet <-6 feet s 8 feet door glazed opening protection for shall be predrilled as required for the guarantee the performance of their contracts. 5.The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the founda- Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end a 2 2 2 2 2 2 2 2 3 3 3 3 3 3 windborne debris Shall meet the anchorage method and shall be secured 6. Alt existing equipment,uUllUes,structures,and other Iterts Interfering with the Installation of the proposed equipment and Uon with anchor bolts spaced a maximum of• 39" on center.Anchor bolts shall also be located within 12" from No.8wood-screw-based Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 12 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 re uirements of an a roved im act- With the attachment hardware rovided. structures shall be removed and replaced and shall be subject to approval of the Owner.The Contractor shall determine and/or the ends of each plate section.Bolts shall be at least 5/8"In diameter and shall extend a minimum of 7"Into anchor with 2 inch embedment 16 .10 8 q Pp P P verify the actual location of any and all utilitles,process piping and related Items prior to the commencement oiwork.All costs masonry or concrete.There shall be a minimum of(2)bolts In any one sill. 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 Incurred shall be the reponsibllity of the Cntractor unless otherwise agreed upon by the Owner. 6.Perform required alteration to existing concrete.New work Installed adjacent to and connecting with pres- WALL FRAMING ]6 length resisting standard or ANSI/DAMMA 115. Attachments shall be designed to resist T All dimensions and locations as Indicated on the drawings shall be considered correct,but shall be understood that they are ent work shall match existing.Joints between new and existing work shall be trowted smooth and even. 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 Top Plate to Top Plate (Face-nailed) 2-16d 2-16d per foot a 3 3 3 3 3 3 4 4 5 5 5 5 5 5 No.10 wood-screw-based the Component and Cladding loads subject to modlflcations as may be necessary or desirable at the time of Installation to meet unforseen or other con�tlons. Provide expansion joints. Top Plates at Intersectin5 (Face-nailed) 4-16d 5 16d joints each side 24 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6 anchor with 2-inch embedment 16 12 9 determined in accordance with either 8• DO NOT SCALE DRAWINGS.Written dimensions supersede scaled dimensions and are subject to revisions as per actual field con 7.A concrete block inundation wall shall be accepted In lieu of poured concrete where permitted by Local Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. - dlUons.The Contractor shall verify all dimensions and conditions herein shown and all discrepand4s are to be brought to the Codes. Copper length Table R301.2(2) or ASCE 7, with the Architect's attention before commencing with the work. &Provide continuous termite shield with all joints sealed along perimeter walls and shielded termite Meader to Header(Face-nailed) 16d 16d 16"o.c.along edges Table 3.5A Top and Bottom Plate to Stud Lateral Connections '/4-inch lag-screw-based permanent corrosion-resistant 9. if In the course of construction a condition exists which disagrees with that as Indicated on these plaits,the Contractor shalt collars at plumbing pipes In crawispaces unless otherwise noted. Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud Exp osu re B stop all work and notify the Architect so as to alleviate such Conflict without burden to the Owner.Should he fall to follow ths 9.Footings at different levels shall be stepped so that the dear distance between adjacent bottom edges shall for Wind Loads arlchor•with 2-inch embedment 16 16 16 attachment hardware provided and procedure and continue with the work,he shall assume all responsibility and liability arising therefrom. not exceed a slope of one vertical to two horizontal. Bottom Plate to Floor joist,Bandjoist,Endjolst 2-16d12 2-16d''2 per foot (Prescriptive Alternative to Table 3.5) length anchors permanently installed on the 10. The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro 10.Backfill shall not be placed against foundation walls unUl the concrete Is of sufficient strength and until the cedures,or for safety precautions and programs.Contractor shall be reponslble for adequately bracing and protection ofalI walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. or Blocking (face nailed) '' For SI:I inch-25.4 min 1 foot=304.8 mm,1 Pound=4.448 N.i building. Attachment in accordance with work during construction against damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured continuously.If pour Is Interrupted a vertical key shall be provided. Wind Speed mile per hour=0 441 m/s FLOOR FRAMING Table R301.2.1.2 IS permitted for 11.The Contractor shall check and verify location of any existing overhead or underground electrical or other hazardous utlll Horizontal Joints are not permitted. 3-second gust(mph) 90 9S 100 1o5 110 ifs 120 130 140 i50 160 170 180 I95 a.This table is based on 180 mph ultimate design wine ty Hines and to arrange for their safe relocation. - 12.Contractor shall verify dimensions and locations ofstots,pipe sleeves,Inserts,anchor bolts,electric con- Joist to Sill, Top Plate or Girder (Tce-nailed) 4-8d 4-lOd per joist buildings with a mean roof freight of 45 dulls,etc.as required for trades before lain concrete. (See Figure 1.1) speeds.V„m and a 4Sfoot mean roof heght. 12. The Contretttor shall be respoirslble for temporary electric,water,toilet fadlttles,fencing,berrlcades,security,and clean- p g Bridging to Joist (Toe-nailed) 2-8d 2-10d each end b Fasteners shalt be installed at opposing ends of the wood feet (13 728 mm) or less where the up as agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shalt broom clean aN affected 13.Concrete:work Included; • Blocking to Joist(Toe-nailed) 2-8d 2-Sod each end Stud 1 structural panel.Fasteners shall be located not less than 1 ultimate design wind speed, Vuh, is 180 areas and cart away all debris a)all footings,foundations,steps,platforms,etc,as per drawings. Blocking to Sill or Top Plate(Tce-nailed) 3-16d 4-16d each block Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf) inch from the edge of the panel. 13. Contractors or Sub-Contractors whose work and installations require sleeves,hanger Inserts,bolts,anchors,etc.,to be b)all concrete slabs. c.Anchors shall penetrate through the extenor wall covering mph(290 kph)or less. built Into the work of other Contractors,shall Install or provide these Items to the appropriate Contractor who will set these to c)all other work as required by drawings. Ledger Strip to Beam(Face-nailed} 3 16d 4-16d each joist (in•) with an embedment length of not less than 2 inches into the work In the locations established by the Contractor who requires these Items.These Items shalt be provided and their locations d)set anchor bolts. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-30d per joist 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 budding frame.Fasteners shall be located not less than 2'/z coordinated sufficiently In advance,so as not to delay the progress of a job as a whole.Ail such Items shalt be Incorporated so 14.Damp proofing:work Included; Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inches from the edge of concrete block a concrete. they will meet the correct physical elevations of floors et each level.They shall be secured Into the framework for concrete so a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dust,dirt,voids and cracks and shard Band Joist to Sill or Top Plate(Toe-nailed) 2-16d1 3-16d per foot 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d.Panels attached to masonry or masonry/stucco shall be as to maintain their proper location and position during the placing of concrete and removal offormwork. projections. attached using wbravon-resistam anchors having an 14. The Contractor shall conduct all work to preclude the effects ofweather on completed work,or work In progress.The b)allow 24 hours prior to backfliling. ROOF SHEATHING 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 ultimate withdrawal capacity of not less than 1,500 pounds. Contractor shall assume all responsibility and expense of temporary enclosures where necessary.Dust partitions are to be C)apply mastic emuislon only when temperature ls 40 degrees F and rising and In dry weather. Wood Structural Panels 8d 10d (see Table 3.10) 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 provided between work areas and the rest of the building. d)apply Cetotex Trowel Mastic or approved equal on all foundation walls below grade at basement and crawl Dia anal Board Sheathin 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 NOTE: 15. Each Contractor shall be reponsible for all loss or damage arising from the action of the elements such as water,heat,wind spaces. g g - or other unforseen difficulties which may be encountered In performing the work to be done under his contract,In the event e)mastic shall be applied at the rate of 1/8"thick wet. i"x6"or 1"x8" 2-8d 2-Sod per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL STRAPPNG TO BE 1 V4'X20 GAUGE STE3i OR ofarry suspension ofwork,each Contractor or Sub-Contractor shall protect his work and materials against damage.Any work - 1"x1O"or wider 3-8d 3-10d per support a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Sivl"SOPf EOUVAI.BJT-CS20(COLED STRAP) or materials that have been damaged or destroyed because of failure of any Contractor orSub-Contractor to protect his CARPENTRY NOTES (ALL STRAPPING SHAM BE INSTALL ED PRIOR TO SFfAThNG) work or materials shall be promptly removed and replaced by the Contractor. 1.Insulation shall be fiberglass batts-foil one side unless otherwise noted thickness as shown on drawin s CEILING SHEATHING 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 , 9 - TYP,PROVIDE RAFTER TO 16. Airy materials or workmanship found at the time to be defettive shall be remedied at once,regardless of previous Insprc Staple pads on foil OVER framing. 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Uon.The inspection of the work Is Intended to aid the Contractor In a Gypsum Wallboard Sd coolers 5d coolers 7"edge/30"field AUG ATTACMJBdT VJfiBV specification but such Inspection shall not o erate to release the C ntractor (from any of h s co tractual obl/ bons.with the 3.Provider"cats"lalt all ext riorraand bealring wallls and all walls over 8 feet high.AI!stud framing having an 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALIf3N®OR RAFTERS s+ P � g WALL SHEATHING i6 2 2 2 2 2 2 2 2 2 2 3 3 3 4 I%=TO FIATES TYP.PROVIDE RAFTER TO 17. All new materials and Installations shall be In accordance with manufacturer's latest printed spedflcations and with code . unsupported height of more than 10'-0" is to have stud bridging or otherwise be braced In an approved man- ORPI�I F TION H-2 A requirements. ner at Intervals not exceeding 8'-o". Wood Structural Panels 8d 10d (see Table 3.11) is 2 2 2 2 2 2 2 2 2 3 3 3 4 4 OR EQUAL OR STRAP 18. All materials shall be new,as called for In the drawings,and the best of their respective kinds.No substitution shall be made 4.All floors designed to withstand a combined live load and dead load of 50#t per sq.ft.for Irving areas and 40* Structural Fiberboard Panels 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DEfAL a LEFT by the Contractor without the prior written approval of the Architect.For portions of the�rk not shown In detail but which per sq.tL for all other areas. 112" 11 ga-gaiv. roofing nail - 3"edge/6"field - are shown generally,or for reasonable Inference as being required for a proper and comp ete Installation,the material, 5.Design timber stress-Fb+850,E=1,600,000 psi,Douglas Fir Larch No.2. 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 methods,and workmanship shall conform,as a minimum,to the &Provide cross bridging or solid blocking @ 8'-0"oc maximum floors an ceilings. (o.1zo"x1 1/z"long x 7/16"head) 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 PIAILING&STRAPPING AT typical or representative detail throughout the corresponding parts ofthe building. 7.Studs,sills,posts,beams and josts shall be construction grade Douglas Fir No.2 appearance. 2S/32" it ga.gaiv. roofing nail - 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 S A EXTERIOR WINDOW/DOOR HEADERS 19. No materials of arty kind shall be used upon the work until It has been Inspected and accepted by the Owner.All materias 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.All headers 5'-O" (0.120"x1-3/4"tong x 3/8"head) Z4 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 4REOU E3 FOR AtLMEN CM40TR1CTCN MWM tsEw AMrOs rejected shall be Immediately removed from the work and not again offered for Inspection, and over to have a minlmum of a double jack stud on both sides of opening. 16 2 2 2 2 2 2 2 3 3. - 3 4 4 S_ 6 20. All work shall be executed In a workmanlike manner and all mechanics shalt be skilled In their trade. 9.Joists suppor ingParallel partitions,spaced apart to permit the passage of piping or duct work,are to be Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field A NAILING SCHEDULE'B':mm FP,%e cO1sTw1 mar 114raw 21. No note or detail or lack thereofshall be construed as relieving the Contractor from execution of all work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. Hardboard 8d 8d (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 D ,taxi,OP8•a7 REctli WM Fart 11RCow aPSOM with all state and local codes. 10.Where jolst hangers and other steel frame carriers are Indicated,contractor to provide and utilize the Particleboard Panels 8d 8d (see manufacturer) 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 ���„ 22. Architect Is not retained for site Inspections and/or observation of the construction. proper smooth shank and/or annular ring halls as recommended by the hanger manufacturer,to Insure the Rough A 13 C D E F 23. The Architect has not been retained on this project for bidding and/or the negotiation and administration of the Contracts appropriate shear and wlthdrawl capacity of the fasteners. Diagonal Board Sheathing ■ ocer°r°J for construction of ths project 11.Provide Flrestopping a3 required In compliance with part R602.8 of NYCRR. 1"x6"or 1"xg" 2-8d 2-10d per su ort Table 3.6 Ridge Connection Req uirements for Wind E`/po M re B B r-o' z n 2xa 1 3 t 1 24. No request from arty party for Information regarding clarMcetlon,amplification or explanatlonof the drawings or notation, 12.Do all cutting and patching for all trades.In bearing walls or partitions,no stud Is to be cut more than 1/3 of PP x C E 4'-a' 4 n 2x4 z z 2 z or request for permission to vary or deviate from the requirements of these drawings or notations,will be entertained by the Its depth to receive piping,duct work, or electrical wiring. 1"x10"or wider 3-8d 3-10d per support (Dead Load Assumptions: Roof Assembly DL=10 psf) 6•-0- a m 2x4 ar n 2xa ' 3 3 3 3 Architect,unless they are set forth In writing and addressed to the Owner.if the Owner refers these requests to the Architect, 13.Provide double joists under all posts,partitions parallel to Joists and around all openings.Provide double FLOOR SHEATHING W-W 9 Q19c4"a 2xa 3 3 3 3 the Architect will,with reasonable promptness,consider the matter and respond In writing to the Owner for transmittal to the framing around skylights.Double all beams or joists under bathtubs and heavy appliances. wind Speed party concerned.The Architect does not,nor will not,assume any responsibility with regard to the above mentioned types of r•14.Contractor to provide"Simpson"hurricane clips on all ratter to stud connections tit on all stud to box Wood Structural Panels 3-second gust(mph) 90 95 loo Jos 110 115 120 130 1♦O 150 160 170 190 29s 10`-0- u m be 4 4 4 4 Inquiry unless above procedure Is followed beam connections. tZ-T tz rD be s s s s 25. The Architect shall not be responsible for the performance of the General Contractor,anySub-Contractors or the Owners 15.All exterior openings shalt be property flashed. 1"or less Bd 10d 6"edge/12"field (See Figure 1.1) own forces,nor shall he guarantee the performance of their contracts.The obligation of the Contractor shall not extend to the 16.New work shall tie In and lap Into existing so as to prevent leakage. greater than 1" 10d 16d 6"edge/12"field Noth6NiA I p y 17.Flashing to be rovided at all floor Root span ,,,,,, F a Nlw43H1 of®NP4S Ar rater eo aF stRAFPra1s liability of the Architect,his agents or em to eels. s,pipes,vents,skylights,chimneys,and roof ventilators. Dia onal Board Sheathin Roof Pitch Required Capacity of Ridge Connection(plfl P penetration g g fft► e.NL�1 of 5Ll sans cIt Tie Fur oafs cur Af•►Lr ro rxx3nst 26. Items shown on plants but not spetltcatly stated In the spe[iflcations and/or vice versa shall be Considered to be Included Fleshing to be provided at hips,ridges,valleys,changes of roof scopes,gable ends and top of foundation wells. 1"x6"or 1"x8" 2-8d 2-30d per support 12 28 39 51 64 77 91 los 136 169 205 243 294 327 397 C.N 1113M OF Fi1L Iselin 101G Snits AT EACH SCE OF SEAM In the contract All roof Intersections to have flashing to extend 8"in each direction.Alt flashing to be aluminum unless noted per support 16 37 52 68 85 103 121 141 182 226 274 325 379 436 529 D.KMM aF su W S BD-H4 M TMCtM AI NDir tits SRD TO80 27. Items not specifically called for by manufacturer number or grade spectfications,shall be furnlshed In the most economical otherwise.All ratters to fine up directly over studs. i"x10"or wider 3 8d 3 IOd rx FEAl83 AT Faai scE model,grade or manner of Installation. ZO 46 65 es 106 129 SS2 176 227 282 342 406 473 Sits 661 18.Innstall shims to provide floor pitch under sheathing and perpendicular to the roof joists to provide for roof E_NA41B OF JAO(SnDS At EACH 90 CP tEAMIS rAOM D°.9ErEr M 28. Each Contractor shall carry Worker's Compensation Insurance In the amounts prescribed by law,and liability,bodily InJury, venting In 3:12 24 56 78 102 129 154 182 211 272 339 410 497 568 654 793 F Faa4let of tea NAa9 e4)auttID THtQAt A6M4HIr JACK snna 7o automobile and other Insurance In the amounts and periods satisfactory to the Owner.The Architect shall be listed as addition flat roof areas. Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements zit es 91 119 1a9 180 212 2a6 318 395 479 568 663 763 925 JACKS AND KINGS AS nD aF fOF Ig AT F1 agW LM T r»t AfRY To oa0lt• at names Insured. " (PFUSCfIptlVe Alternative t0 Table 3.9) 32 74 105 137 170 206 243 281 363 452 547 649 759 873 1057 t9.All Interior leaders are t0 have 1/2 foam sound Insulation. . SHOYN TYP.OETAL®LEFT 29. The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect and 20.All Interior doors to be 1-3/8"hollow core lauan veneered with approximate hardware.Contractor shall 36 83 118 154 192 231 273 316 409 509 616 730 8sz 982 1190 their Agents and Employees from and against all claims,damages,losses and expenses Including Attorney's fees arising out of stipulate an allowance for all lock stets. Roof Live load Ground Snow Load 12 26 35 45 55 65 77 88 113 139 168 199 231 266 321 or resulting from the performance of the work. 20 psf 30 psf SO psf._- _ - 70 psf 16 35 47 60 73 87 102 118 ISO 186 224 265 308 354 428 Sond Satan Joist and Rafter Notching and BorrnE;Limits stud Notching and sating umfts 21.Use waterproof membrane hashing over aft outside doors. m 43 5a 7s 91 109 128 147 isa 232 zao 331 385 443 536 30. In any and all cWms against the Owner or the Architect,or any Of thler Agents or Employees,cy any Employee of the ROOFING y tly rectly employed by any of them,or anyone for whose acts of them may Roof span(ft) be llab a the Indem ification obligation n der thlsr fact pper rooting nails, 4:12 21 52 70 89 110 131 153 176 226 279 336 397 463 512 � 643 q paragraph shall not be Nmlted In any way Dy any 1lmltatlon on the amount 1.Fasteners for asphalt shlnQles shall be getvanlzed steel,stainless steel,aluminum or co 12 24i 36 12 24 36 12 24 36 12 24 36 � 2a 61 82 104 128 153 179 206 263 325 392 464 540 620 750 Notch d or type Ot damages,Compensation or benefits payable by or for the Contractor or Sub-Contractor under Worker's minimum 12 a e " Rafter t.1.t.4s 32 69 94 119 146 174 204 235 301 372 "a 530 617 709 R57 outer third of depth<1/4d g g shank with a minimum 3/8 diameter head,ASTM F 1667,Ota length to penetrate through Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection .p.ne+ty Role edge ConpensaUon Ads,Disability Benefit Acts or any other Employee Benefit Acts. the roofing materials and a minimum of 3/4"Into the roofsheathing.Where the roof sheathing Is less than 3/4" Spacing(in.) 36 78 105 13a 164 196 230 264 338 419 SO4 5% 694 797 964 outer 1/3 of distance.6/8" 31. All work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thick,the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F 1667. 12 3 5 8 3 6 9 5 9 13 6 12 17 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253 r from the date Of the acceptance of the Owner.Granting a Certificate of Occu ' span alit yea panty,or the owner s use of the pi errlesls •EXCEPTION:Asphalt strip shingles shall have a minlmum of six fasteners er shin le where the roof Is 16 26 36 46 57 68 80 92 118 l46 176 208 242 279 337 Hole ammeter shall not constitute acceptance oithe work. p g 16 4 7 10 4 8 12 6 12 17 8 15 2 3 <2/sit in one of the following cataQorits:(areas within 1 mile from the hater) 3:12 Zo 33 45 58 71 85 ]00 Its 147 282 220 260 303 348 421- Stud single stud Hob diameter 32. Contractor shall Inspect site and make all appropriate lnquirires to determine conditions and field ConstrucUon criteria a. The basic wind s 19.2 4 8 12 5 10 14 7 14 21 9 IS 27 SAZ 24 40 54 69 85 102 119 138 177 219 264 312 364 419 506 <a/ad rior to submisston of bids,and shall make no additional claims regardin site conditions thereafter. Peed per Figure R3012(4)Is 1J0 miles per houror greater and the cave 1/3,olst Dome Stud D g Is 20 feet or hl her above 24 5 4 6 6 5 7 4 17 26 12 23 34 2a 46 63 111 99 119 139 161 206 2S5 308 364 424 489 590 depth,Max. 33. Contractor shall obtain al{required approvals,permits,certificates of occupancy,Inspection approvals,etc.for work per l grade. 1ep Joist U -- ,•Mtn. Plat• formed from agencies having Jurisdiction thereat 6. The baslcwlnd speed per Figure R3012(4)Is 120 miles per hour or greater. i2 3 a 6 3 5 7 4 7 10 5 9 13 3z 53 7z 9z 1t4 136 Is9 isa 236 292 3s2 436 4A5 557 67a depth Max 2. Asphalt shingles shall only be used on roofslopes of two units vertical In 12 units horizontal(2.12)or greater. 16 3 5 s 3 6 9 5 9 13 6 12 17 36 60 81 104 126 ls3 179 207 265 iza 396 468 545 627 758 Hole edge 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a For rootslopeS from(2 12)u to(4:12),double ninderia 4:12 2-Mr,, distance s a/8" P yment application is r ulred In accordance with Section 124 3 6 9 4 7 11 6 11 16 7 14 21 11 20 I6 33 40 48 55 63 81 99 119 143 Ifi4 18R ZZ7 buildlngpermitfromthevillagepriortostartinganywork. R9052.7. eQ 16 27 35 as 54 63 74 cis ids 2 9 119 lag 164 188 327 1/3 Joist 35. The General Contractor shall coordinate scheduling of'Sub-Contractors and other Contracts and shall provide every post) 3,Aspinaltshingfes shall Kayeself-Sealin 24 4 8 11 5 9 ]3 7 13 19 9 17 26 depth Max Ind islet ble cooperative effort to coordinate completion of all work The General Contractor shall t3Tlplete a comprehensive shcedule g strips or be Interlocking and Comply with ASTM D225 or D3462. 12 3 3 5 3 4 6 3 6 8 4 7 11 Zo 33 44 55 67 79 92 106 135 166 199 235 273 313 378 1/18h,Max. 4.In areas where the average daily,temperature In January Is 25 degrees F(-4 d 6:12 24 40 53 66 so 95 lit 127 162 I" 239 252 327 376 4s3 of all work pertaining to all contracts and shall submit same to the Owner In an acceptable fOrnat for review well In advance Of agrees C�or lessor when Table R3012(1)criteria so designates,end Ice barrier Chet consists of at least two 1e ens of underld 16 3 4 6 3 5 7 4 7 11 5 9 la Zs 47 61 77 94 ill 129 148 in 232 279 329 382 438 529 _ work CommencVment. cemented together or Of a self-adherin y ��t 5:12 19.2 3 5 7 3 6 9 5 9 13 6 11 17 36. Contractor shall coordinate construction activities With Owner to minimize Interruptions to normal owner operations. underia a Polymer modified least n sheet,Shall exterio In lieu n normal 32 S3 70 a8 107 127 148 169 215 265 319 376 436 Sol 605 37. The Contractor shall conduct all work In such a manner so to not impair the structural Integrity or stability of adjacent yment and extend from the eaves edge al a poll[et least 24"Inside the exterior watt Ilne of the bldg. 24 3 6 9 4 7 1] 6 it 16 7 14 21 36 60 79 99 221 243 166 190 2a2 298 358 423 491 56a 680 structures,equipment,or utilities.Should damage occur as a result of the work,the Contractor shall repair or replace said 5.All metal hashing where called ford plans shalt eq aluminum. 12 3 3 4 3 3 a 3 4 6 3 5 8 12 27 32 37 a3 49 55 62 76 94 112 132 1s3 17s z11 damaged Items to the sa8s%ctlon of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs 6 Contractor shall provide gutters and leaders e5 required and shall connect therm to the approved storm 16 3 3 5 3 4 5 3 5 8 4 7 10 16 36 43 so 57 65 73 82 102 12S 149 176 204 233 281 STRAPPING DETAILS associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. water drainage system as required. 7:12 20 4s s3 62 72 S3 92 103 127 1% 187 220 254 291 351 38. The Contractor shall have a competent representative or foreman resent,who shall follow without dela all Instructions -7.All exterior openings shall be properly flashed. 24 3 4 S 3 4 6 3 6 9 a 8 iz p y &All work shall bear a Written one(1)year guarantee from Roofing Contractor from the date of the Owner's 7.12�[z:11 24 54 64 75 86 98 110 123 153 187 224 263 3as 3so a21 of the Owner orhis/her assistants In the prasecutlon an completion of the work In conformity with this Contra 24 3 5 7 3 S 8 4 8 11 S 10 15 Anchor Bolts ct,andshaH • acceptance. 28 62 74 87 100 214 229 144 178 218 262 307 356 408 .491 Sill Plate to Foundation have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative avail 12 3 3 3 3 3 3 3 3 5 3 4 6 32 71 8s 99 i is 130 147 164 204 250 2" 357 407 466 SO able to redeve telephone messages and provide a reasonable reply as soon as possible,but not Hater than 24 hours. 9-AH roof intersections to have flashing r extend 8"(measured vertically)above flat rant 36 3 3 4 3 3 4 3 a 6 3 5 8 Wall Stud 10,Built up roof is to be of 3-ply built up roof with gravel topplhg ti g, 9:1z 36 80 96 ]72 129 147 165 tA5 229 2R1 336 195 45R sz5 6 3z 39. The Contractor shalt,at all times,provide conststn and easy access and safe and proper fadlltltes for the Inspection of all 11.New work shall tie In and la 50 as to ,event leeke e. a into exlstln 19.2 3 3 4 3 4 5 3 5 7 3 6 9 Wall Stud Bottom Plate parts of the work. p p 9 24 3 4 5 3 4 6 3 6 9 4 8 12 Anchor Bolt ° 40. Before an 12.All exterior nailing shall be alurniaum or galvanized. Anchor Bolt I . •' y payment will be made by the Owner,the Contractor shalt deliver to the Owner any waiver or releases ofany 13.Flashing to be provided at all roof penetrations,pipes,vents,skylights,chimneys and roof TABLE R301.5 TABLE R301.7 Bottom Plate liens arising out Of hls contractfor work completed as of the date of the request for payment The Contractor shall also deliver li 3 3 3 3 3 3 3 3 4 3 3 5 Floor Joist I . ° ail manufacturers'war ranU ventilators.Flashing to be provided at hips,ridges,valleys,changes of roof slo teal Strap lapped tinder sill plate es,guarantees,operational and maintenance manuals pentalnlnq to hs work:furnish evidence pe;gable ends and top of foun- 16 3 3 3 3 3 3 3 3 5 3 4 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL lotion wars. 12:12 » I o . satisfactory to the Owner that all payrolls,bills for tabor, materials and equipment,and other Indebtedness connected with his (in pounds per square foot) MEMBERS CS20 7 MIN. I ' work for which the Owner or his property might In any way be responsible,have been paid or otherwise satisfied Each con 14.Atl skylights Installed In roof system with pitch ot3/12 or less are to be mounted on min.4"high Curbs. 19.2 3 3 3 3 3 4 3 4 6 3 5 7 b,c 24 3 3 4 3 3 5 3 5 7 3 6 9 e 15.Install shims to provide root pitch under sheathin end e • tractor shall also deliver to the Owner written guarantees In form and whose terms and extent will be established In the g p rpendlcufar to the roofJolsts to provide for roof agreements between each Contractor and the Owner. venting In flat roof areas. USE LIVE LOAD ALLOWABLE I 3t 41. Each Contractor shall be responsible for cutting,fitting and patching of his work that mray be required to complete the 16.AU Interior leaders are to have 1/2"foam sound Insulation over PVC piping. STRUCTURAL MEMBER l�l I S111PIate Table 3.10 Roof Sheathing Atttachment Requirements for Wind Exposure B Uninhabitable attics without storageb 10 DEFLECTION _ - _ . work of his contract,no Contractor shall endanger any work ofany other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES Loads Steel Strap lapped under altering any work ofany other contractor,and nib Contractor shalt do so without the prior written consent of the Owner. Any 1.A11 electrical work shall be confined to the space and location allowed for It,and shall be In strict confor- Uninhabitable attics with limited storageb•0 20 Rafters having slopes greater than 3:12 with L/180 sill plate costs caused by defective or ill-timed work shall be borne by the party responsible therefore. finished ceiling not attached to rafters I _T�, .- CS20 � mance to the National Electric Code and governing municipality. wind speed 3-wwndsust Imph) 90 ys ,op ,os tt4 Its uo 130 tao tso tea ... too 19S 111 " „ 42. Contractor shall brace,shore,reinforce and/or underpin all structures,Including neighboring structures,as required for 2.Provide se (s�,k,,,e,•t, Habitable attics and attics served with fixed �I I r�l�m- 5/8 die.W/3 square washer parnte drcultsfor ell appliances,amperages based on manufachrrer spedflcations. 30 Interior walls and partitions H/180 safe operation.The Contractor is to take all necessary and prudent steps to shore and brace existing structure prior to 3.Contractor Is to verify with owner,if the owner will be purchasing appliances and having them Installed by Rafter Fastener Spacing stairs Installation of headers for new openings. The proper and safe execution of this work s the sole responsiblN of the Contractor. -. ty others prior to submitting a bid on the protect /Tress Panel Merin. a Floors L/360 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as scat 4.Contractor shatl Install,as per Owners direction,any andeall intercom,alarm,thermostat,telephone and/or Sheathing LonWn Uplih load per Nail(Ibs) Balconies(exterior)and decks 40 , ys, sts,ladders,chutes,temporary flooring,guards,railings,shaftway protectioln etc,for Spacing Edges suPPerts folds,StaglnQ,platforms runwa h01 s, N Antenna wiring In walls Ceilings with brittle finishes(including plaster prior to s ark o nfor All wiring shall be concealed M walls,floors,re Ceilings the protectloln of workmen and of the public shall be rtrvt 3.All wiring shall be copper and ail work Conform with NEC and NY6FU and shalt be Board of Flre Underwriters fin-1 fn l r'"I Fire escapes 40 L/360 p tied,erected,and malntalned In accordance with the requirements 6 12 17 19 21 23 25 28 30 15 41 47 51 10 67 7H and stucco) to a ,,1 of the New York State Building Construction Code,and all other laws, rules,or ordinates of all Governmental Agencies having approved and Include the following: . 12 6 6 9 10 11 12 13 14 (s Is 21 24 27 30 3a 39 Guards and handrailsd 20011 Ridge Structural Ridge Ra f ter to Stud Jurisdiction.Contractor shall provide,erect,maintain those Items required for use,obtaining all necessary permits,Inspections a)ail Wiring for new switches,outlets ,fixtures,re-d dicate necessary tO allow for all new work,all rewlrinQ of Ceilin s with exib a Inishes includin and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise existing fixtures an labe{Ing of intuit breakers to indicate circuit use. 4 ♦ b 7 7 H 9 9 l0 47 14 16 1H 20 23 26 g g b)furnsh NFBU Certificate at completion of work. Carbon monoxide R314&R315 3 3 S S 6 6 7 7 a 9 Io 1z 14 is r7 m Guard in-fit componentsf 50h gypsum L/240 stipulated. - 6 u z3 zs zH 31 3a 37 40 47 sit bz 70 79 R9 too 44. Con ractors shall make timely submissions to the Owner of thevarious Items as set forth so as to allow reasonable and ade• 6-Furnish and Install single station smoke detecUng alarm device in Compliance with Sec_ of NYS Building 6 6 32 13 14 16 17 19 20 24 27 31 35 40 45 52 Passenger vehicle garages" 50a board) 16 ty".+-efAM a grnAP ��---eE.w a emAa quote Ume for review,posslDle correctlofn,possible rewbmisslon,and for approval of submissions without deteyln the 4 4 a 9 30 to I1 1z 14 16 is 21 24 27 30 is All other structural members L/24o .g tt „ r Code and shall be provided outside each separate sleeping area,In each sleeping space and on each floor level. Interior Zone 3 3 6 7 7 8 9 9 10 12 14 16 1R 70 23 2n Rooms other than sleeping rooms 40 r 2 Min. 1 2 Min, • D ogress of the entire protect or any phase otthe protect - T.Contractor shell verity with the owner,location and quantity of lighting Itxtures,switch 6 12 27 30 33 17 40 44 4a 56 65 74 84 9S 1m 125 Exterior walls-wind loadsa with plaster or to providing a bid on the project e5,outlets,etc.prior 6 6 14 is 17 19 20 22 24 28 33 37 42 4d 5a 63 Sleeping rooms 30 H/360 &Provide a minlmum of one outlet in a hallwa that exceeds 9'-0"In lea h 19.2 4 4 9 10 I3 12 24 IS 16 19 22 25 28 32 36 42 Stairs 40° stucco finish • - • These lans are desi ned in accordance with the American Forest& Parker Y 3 3 ) B 9 9 ]0 11 12 14 17 19 21 20 27 3Z a CS20 ° ° p g _ p -9.pr'Ovlde one outlet In each room a minlmum Of 6'-0"from the entrance t0 that room. 6 3 7 8 d1 9 w SS 59 70 81 93 105 119 133 156 _ Exterior walls-wind loads with other brittle CS20 ° Association Wood Frame Construction Manual for one and two-famil dwellin s .10.Provide 0minimumOfOneGnoutletwithin3-0 of any sink and a minimum of one In every bathroom H/240 y g unless otherwise specified. 24 6 6 17 19 21 23 25 2a 30 35 41 47 S3 6o 67 7R finishes o 4 4 12 13 14 16 17 19 20 24 27 31 35 40 4S 52 TABLE R4D2.2 ° 2018 Edition - prescriptive method 1 t.Contractor must venlry with his Ilcensed electrician H an upgrade of electrical service Is requlr'ed for this 3 3 9 10 11 12 23 1a 15 is 21 24 27 30 34 39 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loads"with flexible °° °° - project prior to submitting a bid. H/120d LSU These plans comply with all of the requirements ci the following: 12.Contractor to verify locations of masts,meters,sub-panels,etc for relocation as required for the project. 6 12 32 35 39 43 41 51 56 bb 7b 87 99 112 125 147 CONCRETE finishes Contractor must also notify the Architect of locations if not shown on plans. 12 e •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical Code 6 6 16 l8 20 12 24 26 2A 33 38 44 50 S6 G3 74 Lintels Supporting masonry veneer walls L/6DU PLUMBING NOTES 4 4 11 12 13 15 16 17 19 22 26 29 33 38 4z a9 MINIMUM SPECIFIED •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code 1.Atl plumbing work shall be In strict conformance with all state and local codes. 3 3 8 9 10 11 12 13 14 17 19 22 25 28 32 37 6 12 a2 41 52 57 61 68 74 87 101 116 132 149 167 196 COMPRESSIVE STRENGTH° •2020 N.Y.S.Existing Building Code •2020 N.Y.S. Property Maintenance Code 2.Not water heater shall have a maximum temperature setting of 140 degrees F. 6 6 21 zit Z6 19 32 3a 37 did 51 58 66 7s sit 9g TYPE OR LOCATION OF CONCRETE •3.Provide hot and cold water supply Imes to a new refrigerator as required by mlanutatturers speCfflcations. 26 ♦ ♦ - Ia 16 19 19 21 23 25 29 34 39 44 so 56 66 CONSTRUCTION (rc) • All roofs, ceilings, floors designed MT$30 .2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National Electric Code 4.Provide insulation on as new plping as required by code. 3 3 11 12 13 IS 16 17 19 22 26 29 33 3R 42 49 weathering Potentlalb --- -- 5.Remove and relocate all eldstlnQ plping as required to assure the proper execution ofthe woric Perimeter Edge Zone 6 12 SD 56 62 6a 15 a2 A9 'OS Izl I39 I58 179 zoo Z3s For dead load of 10 P.S.F. •2020 N.Y.S.Fire Code •2020 Uniform Code Supplement 6.Below grade waste fines shall be XIICI plping. 19 2 6 6 2S 2a 31 34 3R al 4s 3 61 70 79 90 too ua Negligible Moderate Severe • 4 a n I9 z1 z3 zs zs 30 3s 4I o s3 60 67 >9 Basement walls,foundations and 3 3 13 14 16 17 19 zl 23 27 31 35 ao as w s9 7.Potable lines shall be type"Lie copper. 6 12 63 70 78 rs 94 10z Ill 131 152 17a 199 223 250 294 other concrete not exposed to the Z500 2,500 2,500° •2020 N.Y.S.Plumbing Code •2020 Supplement to the N.Y.S.Energy &All gas or oil piping required shall be performed by the plumbing contractor. Conservation Construction Code 9.Sanitary disposal system shall be County Department of Health Services approved for design and Installation The Owners surveyor shalt be responsible for design and locations of these facilities as well as 24 6 6 3z 35 39 a3 47 51 s6 66 76 8 1 7 weather 1 4 2l 2a 26 19 32 34 37 4a sl Sa 6G 75 84 98 obtainin all Column Ca Floor to Floor onnectlon approvals. 3 3 ]6 lit 20 72 zit pl zit 33 lb d4 50 56 61 74 Basement slabs and interior slabs 2,SD0 2,SDD 2,SOOc p Corner H oldown 10.Contractor sh I provide hotwater baseboard heat throughout at perimeter walls unless otherwise noted fastener Spacinlg on grade,except garage floor slabs ForSl:1 pound per square inch=6.895 kPa. 1 Uplift Load per Nail(16s) Gable Endwall Rake or (in.) a.Strength at 28 days psi. Basement walls,foundation walls, LENGTH - Rak!Tans with up to 9" 6 zR 31 35 18 42 46 w 59 68 78 88 to0 l l2 111 b.See Table R301.2(1)forweathering potential. H D U �,D GENERAL NOTES 11.Water main must be 7'-0"away from the sanitary disposal system and 4'-0"deep. - exterior walls and other vertical LENGTH Rake Overhang 1 19 21 23 :b 2R 3t 33 39 as 52 59 67 75 88 2,500 3,000d 3,000d c.Concrete In these locations that is subject to freezing and thawing during 12.In bearing walls or partitions,no stud s to be cut more than 1/31ts depth to receive piping,duct or electri- concrete construction shall be afrtmtralned concrete in accordance w8h Footnoted. a 12 1. The mechanical system shall be installed in accordance with chapters 12-24 of the 14 16 IH :9 21 Z 3 2S 3U 34 39 44 w 56 bb �I - 0 Residential Code of New York State. cal walk. work exposed to the weather d.Concrete shall be alrentrained.Total air content(percent try volume of a 13.All water service and distribution i e and fittin s to be co er silo concrete)shall be not less than 5 percent or more than 7 percent, 0 2. The plumbing system shall be installed in accordance with chapters 25-33 of the p p g pp y, g g Ex p osu re B Porches,carport slabs and steps e.See Section R402.2 for maximum cementitlous materials content. °9 - 45 CLEAR Residential Code of New York State. g Table 3.11 Wall Sheathin and Claddin Attachment d ° . ! SPAN 3. The electrical a ui ment and wirin shall be installed in accordance with chit tes 14.All drain,waste and vent piping and fittin s to be PVC-DWV exposed to the weather,and garage 3,500• f.For garage floors with asteel-troweled finish,reduction of the total air content f � q P g P Requirements for Wind Loads floor 2,500 3,000d,e,f e f (percent by volume of concrete)to not less than 3 percent Is permitted if the ° 34-41 of the Residential Code of New York State. specked compressive strength of the concrete is increased to not less than o 4. Exterior windows and glass doors shall be installed in accordance with Section R609. - slabs 4.000 si : All laiin shall coin I with section R308. Wind Speed p BCS - 5. In all fra a walls,fioo s and roof/ceilin s coin risrn elements of the bulldin thermal 3-second gust i� -' END 9 P 9 9 (mph) 90 95 100 105 110 11S 120 130 140 150 160 170 190 19S TABLE R301.2(t) _ LENGTH envelope,a moisture vapor retarder shall be installed on the warm in winter side of the CS20 12 insulation In accordance with section R318. See Fi ure 1.1 CLIMATIC AND GEOGRAPHIC DESIGN \ " . r 6. Wall and ceiling finishes shall have a flame spread class cation of not greater than 200 STRUCTURAL SHEATHING CRITERIA ,` '- with a smoked developed index of not greater than 450 in accordance with section E f E F E F E f E f E F E F E F E F E F E f E F E F E F R302.9 WIND DESIGN SUl3JECTTO DAMAGE FROM Co I u m n Base 7. Insulation shall have a flames read index of not reaer than 25 with a smoke develo ed Stud Spacing z 3 GROUND SEISMIC WINTER ICE BARRIER AIR MEAN p 9 P Sheathing Locatcon' Maximum Nail Spacing for Sd Common Nails or SOd Box Nails(inches,o.c.) F/Oat FLOOD SHEATHING Index of not greater than 450 in accordance with section of the R302.10 (inches,o.c.) SNOW Speed°Topographic Special wind Wind-borne DESIGN a a DESIGN UNDERLAYMENT FREEZING ANNUAL SIDING k t m C r Weathering line Termite h HAZARDSa B. Interior wall covering shall be in accordance with section R702 and exterior wall 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 LOAD° (mph) effects region debris Zorte ATEGOftY de thb Tl MP° REQUIRED INDEX' TEMPI A ER TYGHTNESS covering shall he in accordance with Section R703. ��- +-i���\ �T TITLE interior zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 p 9. Asphalt shingles shall be installed in accordance with section R905.2 �Z •;�, GENERAL NOTE S zit 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 5 6 6 6 6 20 Ib 130 Yes NO B Severe 36" M to H 15° Yes 150 450 ABA44 DECKING I �. S C4i, ��,f"" 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 MANUAL J DESIGN CRITERIA" or a; ,.�1�. � � �` �`ZT�E Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 11 6 12 6 12 6 12 6 12 6 12 6 12 6 6 ° �z a Heating APPROVED JOIST HANGERS e� ! IBdoor 1S•. ,.^t. .. 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 Winter SUmtner AlfttUde Design 2 MIN. 2x LEDGER WITH FASTENERS f`,-'._ �.;•f.-0 • l� Elevation Latitude design temperature IN ACCORDANCE WITH TABLE R5072 s• '.1 heating cooling correction(actor temperature cooling �1L1�1 1�t iJ g SCH IJ LJl`�111�1 BOARD SHEATHING or IAP SIDING temperatare difference ..• ,k•. T •s' HOLD-DOWN DEVICE MIN 750 LB.CAPACrTY -,"' � Sheathin Sae Rafter/Tfuss Spacln �a-., - . BOOR JOISTS AT4 LOCATIONS,EVENLY DISTRIBUTED , g g Minimum Number of 8d Common Nails or 10d Box Nails a ".,,.;S� ALONG DECK AND ONE WITHIN 24'OF EACH ARCHITECT,P.C. I�A1TEt END OF THE LEDGER.HOLD-DOWN DEVICES \ (inches,o c.) Cooling Nand Wind velocity Coincident Daily Miller Summer "'•''� SHALL FULLY ENGAGE DECK JOIST PER M11 p--h, Per Support '�,';' . 209LY1�TNAVLI'I�'L'E 5G/1l.-Et tempelefurediffe�retnce velocity heating cooling wetbulb range hurnlicrty tlUmidlty - HOLD-DOWN MANUFACTURER. •. ai' � E. NORTHPORT, N.Y. 11731 ix6 or]x8 Sheathing 12-z4 z z 2 z 2 2 2 2 2 z 2 2 z z Typical DTT1Z Deck-to-House l� ,,� �1't A FULLY THREADED'?DIAMETER LAG eN"" TEL. �FAX.1631)M-2388 Lateral Load Connection SCREW PREDRILLED W/MtN.3'PENETRATION _m NO, e�ET NO . TO CENTER OF TOP PLATE,STUDS,OR HEADER. 1x10 or tar er Sheathin 12-24 3 3 3 3 ! 3 3 3 AririENDMENT (A j�.-► q- AS - OK- � S 29'38'50"E 240.00' ( DIRT & GRAVES. ROAD) OAKOOD DRIVE m > /foffn I,- � i. J � INI �Ic� 1'ZT'I. I� ITc-H�N � Au �a�YN Yl m cv 1 1 En �, U 39.4' t r w �1 °_'s - 2-STY. FR. ¢4 ", / >0, `` DWELL. "N 0°a N '- 12.0 35.0' vi gyp, / O= t to -Ll / 2 I- z o 08 ' / �o IL u a oL-« o W f t3 ot.T S to p.0 - I - :� I G / I ( EG AsovE. C-RAoE C-1 '/9 R141E r� rr � c,rl K ' 1z L A= 12 _q„ ,' I o' -9 IZ'' ZS - `� �. a Go VT ��� � • G/� LGS_ 7F' X l5rt' 11`4C t� n45t7- --o ��_ NI �� T I LAN I � o, ` � � � � � o o � � , � o � �.I��-1 t� �. �o� GN = 9 Z s. ,�- f- A o / 4z �- P LA t\� y 1E- � R-o�o S�r� � c. 05.3 s -�- FP OPOS1=b LO-r e-D��iQ/�� �' B ROa1'''t }� I -ram-�l4 F � RAtLNIcl p�l1SPl�c.�t�4c� of L 5S -rfl A t " f-o M flSI-rv- pp-rG k I H c . or4 Z X 12. P, -c. ©- F-J•^ I (D I,a-c-- Hu PFt e-P t4 -�1 r o N fE:P C>v-: m " I I - 2-SX�i 2 A•c.�0._ N t�Ps�t�f� W� Prlc.No� -•so ty q -/ 3(o bsmp Pc. coHo-ru�i-F- 1'-0 _ 2 X[2 l.tF-,r->fa�e, t30A1Z :> 3pl-T tF-fl ' W f 4 c30L-rs i0° 0-c STP(-Ic;t�''KLtD > F- C- T1 0 N 4F D A"R sHEEr rITL� PROX, NAME Cq I L, M N N R'E S 1 lb E N L E So oP,,){WooD GT. , SoUT1-;OLr-> KENNETH SCHULMAN ARCHITECT P.C. VATEII t r*0 Q26.� 209 LY1'N Al'E.NUE SCALE: 0 OT E. NORTHPORT. N.Y. 11731 ._ TET../FAX.(631)368-2388 JOB No. I SHEET NO. I Table 3.4A Rafter and or Ceilin Joist to To Plate Lateral and Exposure B TABLE R301.2.1.2 R301.2.1.2 Protection of openings. Exce tlon:Wood structural anels with a GENERAL NOTES Table 3tii Nailing Schedule � g p P • P CONCRETE&FOUNDATION NOTES _ _ Shear Connection Requirements WINDBORNE DEBRIS PROTECTION Exterior glazing in buildings located in thickness of not less•than 7/16 inch (11 1, These notes shall apply to the General Contractor,each Sub-contractor and the Owners own forces.Each Contractor shall 1.All footings shall bear on virgin soil having a minimum bearing capacity of. . (1)ton per square foot All Number of Number of Istudy and familiarize himself with the site and with al(trades and parts of the work.Each Contractor shall cooperate and door xterlor footings shall be a minimum of 3'-0"below grade unless noted otherwise In plans. (Prescriptive Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD windbome debris regions shall be protected mm)and a span of not more than 8 feet 'dlnate hlswork with thework of other Contractor's. 2.AII existing fill,roots,and other unsuitable bearing material shall be removed and footln carried to the Joint Description Common Nails Box Nails Nail Spacing STRUCTURAL PANELSa,b,°,a . from windbome debris. Glazed opening (2438 mm) shall be permitted for 2. The Contractor's and Owner's agreement to enter into the work shall suffice as their acceptance to the terms specified bottom of such excavation.Contractor to verify assumed soil bearing capacity and assume,ftlll responsibility for ROOF FRAMING wind speed herein,and shall be Incorporated Into any and all agreements between the Owner and the Contractor, same,Contractor to notify Architect of any soil variation or condition adversely affecting assumed bearing 3-second gust(mph) 90 95 100 105 iio lis i20 130 140 J50 160 170 190 19s protection for wlndborne debris shall meet Opening protection. Panels shall be 3. Nothing on this drawing shall be construed as modifying In any way the Contract between the Owner and Contractor or the Capacity prior to the pouring ofan footings. FASTENER SPACING Y Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter see Fi ure i.i . a,b the requirements of the Large Missile Test precut and attached to the framing Contractor and Sub-Contractors. 3.Minimum compressive strength of concrete at 28 days to be as follows: Concrete to have 5%to 7% (inches) 4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and Building Code,Neva a)footings,plers,foundation walls:f c=3 000 psi stone concrete air entrainment er to 70/6 Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist of ASTM E1996 and ASTM E1886 as surroundin the o enin containin the Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Rafter/Ceiling Joist Wall Number of ad Common Nails or 30d Box Nails(Toenailed) FASTENER TYPE Panel 4 feet< 6 feet c g P g g York State Energy Conservation Code,Federal OSHA,and all of the Local Governmental Agencies having jurisdiction,Insofar as b)slab on ground:f C�,500 psi concrete Garage slab=3,500 P.s.l. p Hei tit l x.l,. span<_ panel span panei span modified in Section 301.2.1.2.1. Garage product with the glazed opening. Panels applicable to his portion of the work. c)superstructure,slab:rc-3,000 psi stone concrete . Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 5 acin in.} g Re uired in Each Rafter and/or Ceilin Joist to Top Plate Connection 5. The Architec shall not be responsible for the performance of the General Contractor or any Sub-0ontracto y pouring takes place at 32 degrees F or less. p g(' q g rs,nor shalt he 4.Anti-h tiro shall be added If ( ) ) per tie (n•) 4 feet <-6 feet s 8 feet door glazed opening protection for shall be predrilled as required for the Collar Tie to Rafter Face-nailed (see Table 3.6) (see Table 3.6 guarantee the performance otthelr contracts. 5.The wood sole plate at exterior walls on monollthlc slabs and wood sill plate shall be enchor•ed to the founda- Blocking to Rafter(Toe-nailed) 2-8d 2-30d each end a 2 2 2 2 2 2 2 2 3 3 3 3 3 3 windbome debris Shall meet the anchorage method and shall be secured 6- AI!existing equipment,uUllUes,structures,and other Items Interfering with the InstallaUon of the proposed equipment and Uon with anchor bolts spaced a maximum of 39" on center.Anchor bolts shall also be located vNthln 12" from 12 No.8 wood-screw-based structures shall be removed and replaced and shall be subject to appr oval of the Owner.The Contractor shall determine and/or the ends of each plate section.Dolts shall be at least 5/8"In diameter and shall extend a minimum of 7"Into Rlm Board to Rafter(End-nailed) 2.16d 3 16d each end 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 anchor with 2-inch embedment 16 .10 g requirements of an approved impact- with the attachment hardware provided. verity the actual location of any and all utilities,process piping and related Items prior to the commencement ofwork.AII costs masonry or concrete.There shall be a minimum Of(2)bolts In any one sill. 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 Incurred shall be the reponsiblllty of the Contractor unless otherwise agreed upon by the Owner. 6.Perform required alteration to existing concrete.New work installed adjacent to and connecting with pres- WALLFRAMING 16 length resisting standard or ANSI/DASMA 115. Attachments shall be designed to resist l0 2 2 2 2 2 2 3 3 3 3 3 3 3 a T. All dimensions and locations as Indicated on the drawings shall be considered correct,but shall be understood that they are ent work shall match existing.Joints between new and existing work shall be trowled smooth and even. Top Plate to Top Plate (face-nailed) 2.16d 2.16d per foot 8 3 3 3 3 3 3 4 4 5 5 5 5 5 5 No.10 wood-screw-based the Component and Cladding loads subject to modifications as may be necessary or desirable at the time of Installation to meet unfbrseen or other condfUons. Provide expansion Joints. Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side 24 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6 anchor with 2-inch embedment 16 12 9 determined in accordance with either 8. DO NOT SCALE DRAWINGS.Written dimensions supersede scaled dimensions and are subjec to revisions as per actual field con 7.A concrete block foundation wall shall be accepted In lieu of poured concrete where permitted by Local Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. di ions.The Contractor shall verify all dimensions and conditions herein shown and ail discrepancies are to be brought to the Codes. Copper Header to Header(Face-nailed) 16d 16d 16"o.c.along edges length Table R301.2(2) Or ASCE 7, with the Archlteet's attention before commencing with the work. &Provide continuous termite shield with all joints sealed along perimeter walls and shielded termite Table 3.5A Top and Bottom Plate to Stud Lateral Connections 1/4-inch lag-screw-based permanent corrosion-resistant 9. If In the course of construction a condition exists which disagrees with that as Indicated on these plaits,the Contractor shall cotlrrs at plumbing pipes In crawlspaces unless Otherwise noted. Top or Bottom Plate to Stud (End-nailed) (see Table 3.SA) (see Table 3.5A) per stud for W1nd Loads Exposure B anchor with 2 inch embedment 16 16 16 attachment hardware provided and stop all work and notify the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shall be stepped so that the clear distance between adjacent bottom edges shall procedure and continue with the work,he shall assume all responsibility and liability arising ther•efr•om. not exceed a slope of one vertical to two horizontal. Bottom Plate to Floor joist,Bandjoist,Endjoist 2-16d'i 2-16d"' per foot (Prescriptive Alternative to Table 3.5) length anchors permanently installed on the 10. The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro 10.Backflll shall not be placed against foundation walls until the concrete Is of sufficient strength and until the or Blocking (Face-nailed) __.__ _ - buildin cedur•es,or for safety precautions and programs.Contractor shall be reponsible for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. For SI:1 inch-25.4 mm.1 foot-304 8 mm,1 pound-4.44a N.1 g. Attachment in accordance with work during construction against damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured conUnuousty.If pour Is Interrupted a vertical key shall be provided. FLOOR FRAMING Wind Speed mile per hour-1.447 m/s Table R301.2.1.2 is permitted for 11.The Contractor shall check and verify location of any existing overhead or underground electrical or other hazardous utill Horizontal Joints are not permitted. 3-second gust(mph) 90 9S 100 10S 110 its 120 130 140 150 160 170 180 19S a.This table is based on 180 mph ultimate design wine ty lines and to arrange for their safe relocation. 12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con- loist to Sill, Top Plate or Girder (Tce-nailed) 4-8d a-10d per joist buildings with a mean roof height of 45 -dui (See Figure 1.1) speeds,V n,and a 45-foot mean roof height. 12. The Contractor shall be responsible for temporary electric,water,toilet facilities,fencing,barricades,security,and clean- ts,etc.as required for trades before placing concrete. Bridging to Joist (Toe nailed} 2 8d 2 loci each end b.Fasteners shall be installed at opposing ends of the wood feet (13 728 mm) or less where the up as agreed upon between the Owner and the Contractor.Upon completion ofwork,Contractor shall broom clean all affected 13.Concrete:work Included; Blocking to Joist(Toe-nailed) 2-8d 2-Sod each end Stud structural panel.Fasteners shall be located not less than 1 areas and cart away all debris. a)all footings,foundations,steps,platforms,etc.,as per drawings. ultimate design wind speed, V„n, is 180 Bbcking to Sill or Top Plate(Tce-nailed) 3-16d 4-16d each block Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf) inch from tneedge°fine panel. 13. Contractors orSub-Contractors whose work and Installations require sleeves,hanger Inserts,bolts,anchors,etc.,to be b)all concrete slabs. Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist (in.) c.Anchors shall penetrate through the extenor wall covering mph(290 kph)or less. built Into the work of other Contractors,shall Install or provide these Items to the appropriate Contractor who will set these to c)all other work as required by drawings. with an embedment length of not less than 2 inches into the work In the locations established by the Contractor who requires these Items.These items shall be provided and their locations d)set anchor bolts. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 building frame Fasteners shall be located not less than 2'/z coordinated sufficiently in advance,so as not to delay the progress of a job as a whole.Alf such Items shell be Incorporated so 14.Damp proofing:work Included- Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inches from the edge or concrete block w concrete. they will meet the correct physical elevations of floors at each level.They shall be secured Into the framework for concrete so a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dust,dirt voids and cracks and shard Band Joist to Sitl or Top Plate(Toe-nailed) 2 16d1 3 16d per foal li 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d.Panels attached to masonry or masonry/stueoo shaft be as to rnalntaln their proper location and position during the placing of concrete and remfJvel offorrmwork, proJectlons. attached using vibration-resistard andrors taping an 14. The Contractor shall conduct all work to preclude the effects of weather on completed work,or work In progress.The b)allow 24 hours prior to backlilting. ROOF SHEATHING 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 ultimate wdhdrawal capably of not Less than l_%0 pounds Contractor shall assume all responsibility and expense of temporary enclosures where necessary.Dust partitions are to be t)apply mastic emulsion only when temperature is 40 degrees F and rising and In dry weather. Wood Structural Panels 8d 10d (see Table 3.10) 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 provided between work areas and the rest of the buildin d)apply Celotex Trowel Mastic or approved equal on all foundation walls below rade at basement and crawl Diagonal Board Sheathing 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 NOTE: 15. Each Contractor shall be reponslble for ell loss or damage arising from the action of the elements such as water,heat wind paces tic shall be a fled at the rate of 1/8"thick wet or other unforseen difficulties which may be encountered In performing the work to be done under his contract.In the event pD 1"x6"or 1"x8" 2-8d 2-10d per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL STRAPPNG TO BE 1 V4'x20 GAUGE STEEL OR of any suspension of work,each Contractor or Sub-Contractor shall protect his work and materials against damage.Any world 1"x10"or wider 3-8d 3-10d per support a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 V41SOM EMNALENT-C820(COLID STRAP) or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his CARPENTRY NOTES (ACL STRAPPNG SHALL BE NSTAU-ED PRIOR TO SFEATHM work or materials shall be promptly removed and replaced by the Contractor. 1.Insulation shall be fiberglass batts-foil one side unless otherwise noted thickness as shown on drawin s CEILING SHEATHING 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 9 - TYP.PROVIDE RAFTER TO 16. Any materials or workmmanship found at the Ume to be defective shall be remedied at once,regardless of previous Inspec Staple pads on foil OVER framing. Gypsum Wallboard 5d coolers 5d coolers 7"edge/30"field 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 KNG AT'TACRANT WtBi don.The Inspection of the work Is Intended to aid the Contractor In applying labor and materials to and In accordance with lice 2-All exterior nailing,In exposed exterior wood,shall be aluminum or galvanized. 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALA OR RAFTERS specifications,but such Inspection shall not operate to release the Contractor from any of his contractual obligations. 3.Provide`cats"at all exterior and bearing walls and all walls over 8 feet high.AII stud framing having an WALL SHEATHING KNW TO PLATES TYP.PROVIDE RAFTER TO 17. AII new materials end Installations shall be In accordance with manufacturer's latest printed specifications and with code . unsupported height of more than 10'-0" is to have stud brid In or otherwise be braced In an a roved man- 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 C FPLE CONK ECT10N H-2 A requirements. ner at Intervals not exceeding 8'-0", g 9 pp Wood Structural Panels 8d 10d (see Table 3.11) 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 OR EQUAL OR STRAP 18. All materials shall be new,as called for In the drawings,and the best of their respective kinds.No substitution shall be made 4.All floors designed to withstand a combined live load and dead load of 501i'per sq.ft for living areas and 403P Structural Fiberboard Panels 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DETAL e LEFT Dy the Contractor without the prior written approval of the Architect.For portions of the v�rk not shown In detail but which per sq.tt for all other areas. 1/2" 11 ga.galv. roofing nail - 3"edge/6"field - are shown generally,or for reasonable Inference as being required for a proper and comp ete Installation,the material, 5.Design timber stress-Fb+$50,E=1,600,000 psi,Douglas Flr Larch No.2. 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 methods,and workmanship shall conform as a minimum to the 6.Provide cross brid In or solid blockin (0.120"xl 1/2"long x 7/16"head) + + g 9 g 8'-0"oc maximum floors and celltngs 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 NAILING&STRAPPING AT typical or representative detail throughout the Corresponding parts of the building. 7.Studs,sills,posts,beams and Joists shall be construction grade Douglas Flr No.2 appearance. 25/32" 11 ga.gals. roofingnail - 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 S A EXTERIOR WINDOW/DOOR HEADERS 19. No materials of any kind shall be used upon the work until It has been Inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.AII headers 5'-O" (0.120"xl-3/4"long x 3/3"head) 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 S 4 Fon Au.few oorsrlILIC"ANmm�PEW ACOrnomm rejected shall be Immediately removed from the work and not again ofered for Inspection. and over to have a minimum of a double Jack stud on both sides of opening. 16 2 2 2 2 2 2 2 3 3 3 4 . 4 S_ 6 20. All work shall be executed In a workmanlike manner and all mechanics shall be skilled In their trade. 9.Joists supporUng-parallel partitions,spaced apart to permit the passage of piping or duct work,are to be Gypsum Wallboard Sd coolers Sd coolers 7"edge/10"field A MAILING SCHEDULE'B'•tvAm m-wcrosintimle31INam 21. No note or detail or lack thereof shall be construed as relieving the Contractor from execution of all work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 D Hardboard 8d Sd (see Table 3.11} MUCH a33+n FF0"sns FUR VROM a�+aas 22 Aarch taect is oft retained for site Inspections and/or observation of the construction. proper smoo h shank nd/or an ular rli g nalls as recommended by the hanger manufacturer,to insure he Particleboard Panels Sd 8d (see manufacturer) 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 Rotigh "O OA A a c D E F 23. The Architect has not been retained on this project for bidding and/or the negotiation and administration of the Contracts appropriate shear and withdraw)capacity of the fasteners. Diagonal Board Sheathing ope+lu+s for construction of this project 11.Provide nrestopping a3 required in compliance with part R602.8 of NYCRR. 1"x6"or 1"x8" 2-8d 2-10d per su ort Table 3.6 Ridge Connection Requirements for Wind B r4" 2 n 2x4 1 1 1 1 24. No request from any party for Information regarding clarification,amplification or explanatlonofthe drawings or notation, 12.Do all cutting and patching for all trades.In bearing walls or partlUcims no stud Is to be cut more than 1/3 of DD Exposu re B C E 4'4' 4 o all z 2 2 2 or request for permission to vary or deviate from the requirements of these drawings or notations,will be entertained by the Its depth to receive piping,duct work, or electrical wiring. 1"x10"or wider 3 8d 3 loci per support (Dead Load Assumptions: Roof Assembly DL=10 psf) s4- a m 2x4•e zee - 3 3 3 3 Architect,unless they are set forth In writing and addressed to the Owner.if the Owner refers hese requests to the Architect, 13.Provide double joists under all posts,partitions parallel to joists and around all openings.Provide double FLOOR SHEATHING V4= a 0 a4 or o Zxe 3 3 3 3 the Architect will,with reasonable promptness,consider Me matter and respond In writing to the Owner for transmittal to the framing around skylights.Double all beams or joists under bathtubs and heavy appliances. Wind Speed too• t3 m ae a a a patty concerned.The Architect does not,nor will not assume any responsibility with regard to the above mentioned types of -■14.Contractor to provide"Simpson"hurricane clips on all rafter to stud connections&on all stud to box Wood Structural Panels Inquiry unless above procedure Is followed beam connections. 3-secord gust 1.1M11 90 9s 100 Jos 110 its lzo ]30 la0 150 160 370 Igo 19s tr4' a to zxa s s s s 25. The Architect shall not be responsible for the performance of the General Contractor,any Sub-Contractors or the Owners 15.All exterior openings shall be property flashed. 1"t>t less " 8d 10d 6"edge/12"field (See Figure 1.1) Notatrn,e; own forces,nor shall he guarantee the performance of their contracts.The obligation of the Contractor shall not extend to the 16.New work shall tie In and lap into existing so as to prevent leakage. greater than 1 10d 16d 6"edge/12"field / ty 17.Flashing to be rovlded at all floor enetrations, Roof span ,,,,,, F a t44ea1 of®HAL3 Ar EAD3 eo a smAPPrm Ibblll of the Architect,his agents or employees eys,and roof ventilators. Diagonal Board Sheathing Root Pesch - Required Capacity of Ridge Connection(plf) P p pipes,vents,skylights,ehlmn (ftl e.HAMM aF SILL Sn09 CH TW FIAT Does Nor AIMY To DOOM 26. Items shown on plans but not specifically stated In the SpecMrations and/or vice versa shall be considered to be Included Flashing to be provided at hips,ridges,valleys,changes of roof slopes,gable ends and top of foundaUon walls. 1"x6"or i"x8" 2-8d 2-10d per support 12 2s 39 st 64 77 91 105 136 169 205 243 294 327 397 C.KLO34 of Ft1L 1m+r too stuns AT EACH 671E OF HEA0et In the contract• Ati roof Intersections to have flashing to extend 8"In each direction.All flashing to be aluminum unless noted 1"x10"or wider 3-8d 3-loci 27. Items not specifically called for by manufacturer number or grade specifications,shall be furnished In the most economical otherwise.All rafters to line up directly over studs. per support 16 37 52 68 BS 103 121 1a1 182 226 274 325 379 436 529 D.taatael DF tEo Hots eoflAteO tIf101X33 At1N[8Jf real Sun tD eo za 46 65 as 106 129 152 176 227 292 342 406 473 S45 661 OF r�AT EACH s� model,grade or manner of installation. 18.Install shims to provide floor pitch under sheathing and perpendicular to the roof joists to provide for roof E MMM DF JACK==AT EACH B0 CF WMER3 fAssiae DQHE1E7Cet51 28. Each Contractor shall carry Worker's tomperl5ation Inwrance In the amounts prescribed by law and liability bodily Injury ventin 3:12 24 56 78 102 1Za 1S4 282 211 272 339 410 487 S69 GS4 793 g In F.FLm"of sio Kms eo-+w.®Tt4um ADJA@tr JAOf sltna To automobile and other Insurance In the amounts and periods satisfactory to the Owner.fie Architect shall be listed as addition flat roof areas. Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements 2a 65 91 119 149 180 212 246 318 395 479 568 663 763 925 JACKS AND KfM AS eo aF SIMS1 AT EACH SM woes for NKY M 000F6 al names Insured. " (Prescriptive Alternative t o Table 3.9) 32 74 105 137 170 206 243 281 363 452 547 649 758 873 1057 Its agents,servants end employees sfia111ndemnf fy and hold harmless the Owner and the Architect and 19.All Interior leaders are to have 1/2 foam sound Insulation. . SHONM TYR DETAL a LE T' 29. The Contractor, 20.All Interior doors to be 1-3/8"hollow core lauan veneered with approximate hardware.Contractor shall 36 83 118 154 192 231 273 316 409 508 616 730 85z 98z 1190 their Agents and Employees from and against all claims,damages,losses and expenses Including Attorney's fees arising out of stipulate an allowance for all lock sets. Roof Live Load Ground Snow Load 12 26 35 45 55 65 77 88 113 139 168 199 231 266 321 or resulting from the performance of the work. 20 psf 30 psf SO psf 70 psf 16 35 47 60 73 87 102 118 ISO 186 224 265 308 3S4 428 Solid Sawn Joist and Rafter Notching and Boring;Llmlts stud Notching and doting limns - 21.Use waterproof membrane flashing over all outside doors. 30. In any and all claims against the Owner or the Architect,or any of thler Agents or Employees,iy any Employee of the ROOFING Rtlof Span(ft) 20 43 58 75 1 131 153 176 226 232 336 397 463 512 643 Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose acts of them may 4:1z 24 sz 70 89 iio 131 i53 i76 226 279 336 397 463 51z 643 be liable t g paragraph shall not be Umlted In any way by any limitation on the amount 1.Fasteners for asphalt shingles shall be galvanized steel,stainless steel,aluminum or copper roofing nails, 12 24 36 12 24 36 12 24 36 12 24 36 2a 61 82 104 128 153 179 206 263 325 392 464 540 620 750 Notch , he Indemnlficatlon obR etlOn under this Rafter 1 ta.a s 32 69 92 1L9 223 153 179 206 263 325 392 464 S40 620 750 ovrer tnrrd of depth<1/ad d or type of damages,compensation or benefits payable by or for the Contractor or Sub-Contractor under Worker's minimum 12 gage shank with a minimum 3/8"diameter head,ASTM F 1667,of a length to penetrate through Raper Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection .p_only Hole edge ConpensaUon Acts,Disability Benefit Acts or any other Employee Benefit Acts. the roofing materials and a minimum of 3/4 into the roof sheathing.Where the roof sheathing Is less than 3/4" Spacing(in.) 36 78 105 134 164 196 230 264 338 419 504 S96 694 797 964 Outer i/3 of distance>s/a" 31. AII work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thick,the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F 1667. 12 3 5 8 3 6 9 5 9 13 6 12 17 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253 r from the date of the acceptance of the Owner.Granting a Certificate of Occu an ' ape"o„fy yea p cy,or the Owner s Ilse of the premeds *IXCEPTION:Asphalt strip shingles shaf{have a minimum of six fasteners er shin le where the roof Is 16 26 36 46 57 68 80 92 118 l46 176 208 242 279 337 Hob dlametar shall not constitute acceptance ofthe worst P 9 26 4 T 10 4 6 12 6 12 17 8 15 2 3 <2/5d )n one of the following Categories:(a1•cas within 1)mile from the water) 3:12 20 33 45 58 71 as 100 115 147 182 2W 260 303 349 421. Single Stud Hob diameter 32. Contractor shall Inspect site and make all appropriate Inquidres to determine conditions and field Construction criteria 19.2 4 B 12 5 10 14 7 14 2t 9 18 27 SAZ 24 40 54 69 65 102 119 139 177 219 2W 312 364 418 506 Stud <3/5a a. The bade wind speed per Flgure R301 2(4)Is 110 Mlles per hour Or greater end the eave 1/3 Joist Double stud prior to submission of bids,and shall make no addltionel claims regarding cite conditions thereafter. Is 20 feet or hf, 24 5 10 15 6 12 18 9 17 26 12 23 3a i nd s above grade. 2g 46 63 ai 99 ]i9 339 16t 206 iss 308 364 424 4as 590 _ - aaPt4 Max. 33. Contractor shall obtain all required approvals,permits,certificates of occupancy,Inspection approvals,etc.for work per peed per Flgure R3012(4)Is 120 Mlles � g 1/a Jolt D. The basic wind s 22 3 4 6 3 5 7 4 7 10 5 9 13 depth,M.t U_ z-aom Plata formed from agencies having Jurisdiction thereof. per hour iz teeter. 32 53 72 92 114 136 is9 184 z36 z9z 3sz 416 4as ss7 67a 2. Asphalt shingles shelf Doty be used on roofdopes of two units vertical in 12 units horizontal(2:12)or greater. Hole edge 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a a:12 9. 3 5 8 3 6 9 5 9 13 6 12 17 36 60 91 104 129 1s3 v9 207 265 izg 119 a41 164 188 227 z Mx. i building permit from the village prior to starting any work. For roof slopes from(2a2)up to(4:12),double underiayment applltatlon Is required In accordance with Section dlataries>S/9" 19.2 3 6 9 4 7 11 6 11 16 7 14 21 1z 20 26 33 40 4& 55 63 81 99 ll9 141 164 188 227 R9052.T. 24 4 8 11 5 9 i3 7 13 19 9 17 26 26 22 35 as s4 63 7a 85 Jos 133 159 188 218 250 301 1/3 Joist 35. The General Contractor shall coordinate scheduling ofSub-Contractors and other Contracts and shall provide every posd 3,/lsphaft shingles shai)Kayeself-s�alih stri or be inteNockln end coin depte,Max. 1/6 joist ble cooperative efort to coordinate completion of all work.The General Contractor shall cmpiete a comprehensive shcedule g 0 ply with ees D223 le Dor w 20 33 44 SS 67 79 92 106 135 36b 199 23S 273 313 378 4.In areas where the average dolly/temperature In JenUe IS 25 d r 12 3 3 5 3 4 6 3 6 8 4 7 it daptpMex. ofail work prartalning to all contracts and shall submit same to the Owner in an acceptable format for review well in advance of r1' e9 eeS F(-4 degrees C),or less or when 6:12 24 40 53 66 60 95 ill 127 162 199 239 292 327 376 4s3 Table R301.2(1)criteria So designates,and Ice barrier that consists of at least two la ers of underld 16 3 4 6 3 5 7 4 7 11 5 9 1a work commencement. cemented to g polymer modified bltumin sheet shall be used In lieu of normal 5:12 Ze 47 61 n 94 111 129 !aa IJiB 232 279 329 382 436 529 36. Contractor shall coordinate construction activities with Owner to minimize Interru bons to normal owner operations underia geher or of a sell-adherin " 19.2 3 5 7 3 6 9 5 9 13 6 li 1T 37. The Contractor shall conduct all work In such a manner so to not impair the structural Integrity or stability of adjacent g. 32 53 70 88 107 127 14a 169 215 265 3t9 376 436 sot 6os yment and extend from the eaves edge to a point et least 24 Inside the exterior welt Ilne of the old 24 3 6 9 4 7 11 6 11 16 7 14 21 36 60 79 99 121 143 166 190 242 298 ass 423 491 56a 680 5.All metal flashing where called for on plans shall be aluminum. structures,equipment,or utiotles.Should damage occur as a result of the work,the Contractor shalt repair or replace said 6.Contractor shall provide gutters and leaders as 12 3 3 4 3 3 4 3 4 6 3 5 8 12 27 32 37 43 49 Ss 62 76 94 112 112 153 175 211 - damaged Items to the saSsfactlon of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs required and shall connect them to the approved storm 16 3 3 5 3 4 5 3 5 8 4 7 10 16 36 43 so 57 Gs 73 82 102 125 149 176 204 233 281 T R P P I N G D ETA I LS associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items water drainage system as required. 7:12 •7.All exterior o)lenings shall be properly flashed. ' 19.2 3 4 5 3 4 6 3 6 9 4 8 12 20 4s 53 62 72 8] 92 103 127 ss6 137 220 254 291 3S3 38. The Contractor shall have a competent representative or foreman present,who shall follow without delay all Instructions &All work shall bear a written one(1)year guarantee from Roofing Contractor from the date of the Owner's 7:12-12:12 24 54 64 75 86 99 110 123 153 197 224 263 305 3SO 421 of the Owner or his/her assistants In the prosecution and completion of the work In conform) with this contra end shall s 24 3 5 7 3 5 8 4 8 it 5 10 IS Anchor Bolts h' �' acceptance. 2a 62 74 67 ion 314 129 14a 178 2L8 261 307 356 408 .491 Sill Plate to Foundation have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative avail 12 3 3 3 3 3 3 3 3 5 3 a 6 4.All roof intersections to have flashing to extend 8"(measured vertical 32 71 8S 99 i is 130 147 164 204 25O 299 3SI 407 466 SO able to redeve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours ly)above flat roof 9:12 16 3 3 4 3 3 4 3 a 6 3 5 8 36 80 96 112 - 147 . 165 fA: 229 2a1 336 395 4sa szs 63z Wall Stud 39. The Contractor shall,at all times,provide constatn and easy access and safe and proper factlitites for the Inspection of all 10.Bulft up roof!s to be of 3-pry built up roof with gravel topping;tie Into existing. 19.2 3 3 4 3 4 5 3 5 7 3 6 9 Bottom Plate parts of the work. 11.New work shall tie In and lap so as to prevent leakage. Wail Stud 12.All exterior nailing shall be aluftllnum or galvanized, 24 3 a 5 3 4 6 3 6 9 a 8 12 Anchor Bolt Anchor Bolt " 40. Before any payment will be made by the Owner,the Contractor shall deliver to the Owner any waiver or releases ofany 13.Flashtn to De rovlded at all roof enetrotlon ts+ kyl g ts+ eys and roof 12 3 3 3 3 3 3 3 3 4 3 3 5 TABLE R301.5 1 liens arising out of his contra or work completed as of the date of the request for ayment.The Contractor shall also deliver g D D s,Pipes,ven s i h chlmn TABLE R301.7 Bottom Plate I . . D ventilators.Flashing to be provided at hl rid eys,changes of roofSlo Floor Joist • ° ail manufacturers'warrantless guarantees,operational and tmaintenance tmanuals pertaining to his work:furnish evidence Ps, gas,volt pe;gable ends and top otfoun- 16 3 3 3 3 3 3 3 3 s 3 4 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL teal Strap lapped under sill plate „ .11 0 satisfactory to the Owner that all payrolls,bills for labor, materials and equipment,and other Indebtedness connected with his datlon walls. 12:12 14.All s 19.2 3 3 3 3 3 4 3 4 6 3 5 7 b c CS20 7 MIN. work for which the Owner or his property might In any way be responsible,have been Id or otherwise satisfied Each con kylights Installed In roof system with pitch of 3/12 or less are to be mounted on min.4"high curbs. (in pounds per square foot) MEMBERS , I ' 15.Install shims to g p rp 24 3 3 4 3 3 5 3 5 7 3 6 9 ° I• tractor shall also deliver to the Owner written guarantees In form and whose terms and extent will be established In the Provide roof pitch under sheathln end a endlcular to the roofJolsts to provide for roof agreements between each Contractor and the Owner, venting in flat roof areas. USE LIVE LOAD ALLOWABLE 1 d• 16.AU Interior leaders are to have 1/2"foam sound insulation over PVC 1 1 g Exposure B STRUCTURAL MEMBER - ( 1 Slll Plate `_ 41. Each Contractor shall be onssble for cutan g y required to complete the a P rig• Table 3.10 Roof Sheathln Attachment Requirements for Wind b DEFLECTION r•esp g,fltttn andpatchtngofhtsworkthatma be Loads Uninhabitable attics without storage 10 _ 1�I work of his contract,no Contractor shall endanger any work of any other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES Steel Strap lapped under altering any work ofany other contractor,and nil Contractor shall do so without the prior written consent of the Owner. Any 1.All electrical work shall be confined to the space and location allowed for It and shall be In strict confor- Uninhabitable attics with limited storageb g 20 Rafters having scopes greater than 3:12 with L/180 sill plate costs caused by defective or Ill-timed work shall be borne by the party responsible therefore coral speed 3 s--dgins I•rwM finished ceiling not attached to rafters ) I _ .. CS20 Mande d the National Electric Code and governing rages aced 90 es too Jos uo 11s 120 170 140 ]so too vo 1ao 19s W 42. Contractor shall Brace shore reinforce and/or underpin all structures,Including neighboring d3•uctul•es,as t•equlred for 2.provide separate circuits for all appliances,amperages based on manufad:urer specifications. (see rla,,.e 1.t1 Habitable attics and attics served with fixed - �I I�1 Fii= 518"dia.W/3"square washer safe o eration.The Contractor Is to take all necessary and prudent steps to shore and brace existin structure prior to 3.Contractor Is to ve 30 Interior walls and partitions H/180 D 9 riff with owner,f<the owner will be purcltadng appliances and having them Installed by Rafter fastener sgacing stairs Installation of headers for new openings. The proper and safe execution of this work Is the sole responsibility of the Contractor. others prior to submitUng a bid On the project Runs Panel 6"erm a Floors L/360 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as scaf 4.Contractor shall Install,as per Owners direction,an SheatlNng LonWn Uplift Load per Nail(IbS) Balconies(exterior)and decks� 40 y antf'all Intercom,alarm,thermostat,telephone and/or Spacing Edges s,egorts folds,staging,platforms,runways,hoists,ladders,chutes,temporary flooring,guards,railings,shaftway protectloins,etc•,for TV Antenna wiring In walls rior to sheetrockln (in.l lint fin.1 Ceilings with brittle finishes(including plaster the protectioln of workmen and of the public shall be rovlded,erected,and maintained In accordance with the requirements D r All wiring shall be concealed M walls,floors,re ceilings Fire escapes 40 L/360 D 5.All wiring d1a11 be copper and all work conform with NEC and WYDFU and shalt be Board of Flre Underwriters 6 12 17 19 21 23 25 28 30 35 4I 47 53 60 67 78 and stucco) �a ,1 ci the New York State Building Construction Code,and all other laws, rules,or ordlnaces of all Governmental Agencies having approved and Include the following: - 12 6 6 9 10 11 12 13 14 t5 18 21 24 27 30 34 39 Guards and handrails° 20011 Ridge Structural Ridge Ra I ter tO Stud jurisdiction.Contractor shall provide,erect,maintain those items required for use,obtaining all necessary permits,Inspectiorn a)a►I wiring for new switches,outl 4 4 b 7 7 8 9 9 10 12 14 16 is 20 23 26 Ceilings with flexible finishes(including and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise ets,fixtures,re Indict a necessary M allow for all new work,all rewiring of existing fixtures and labeflng of circuit breakers to Indicate circuit use. 3 3 s 5 6 6 7 7 8 9 to 12 14 is 17 zo Guard in-fill componentsf 50h gypsum L1240 stipulated. � � b)furnish NFBU Certificate at completion of work. . Carbon monoxide R314&R315 6 12 23 25 28 31 J4 37 40 47 54 62 70 79 89 lw 44. Con ractors shall make timely submissions to the Owner of thevarious Items as set forth so as to allow reasonable and ade 6 6 12 13 I4 16 17 19 20 24 27 3t 35 40 45 52 Passenger vehicle garagesa so, board) `^�a tn11PP ( 6.Furnish and Install dingle station smoke detectlny alarm device In�omp8ance with Sec.: of NYS Building 16 l5v .--eEAMa scow quote time for review,possible correctloth,posdble rewbmisslon,and for approval ofwbmisslons without delayln the Code and shall be 4 4 e 9 10 10 If iz l4 16 Is 21 za n 30 3s tSv provided outdde each separate sleeping area,In each sleeping space and on each floor level. All other structural members L/240 » ss progress of he entire project or any phase of the project 7.Contractor shalt veri with the owner location and quanti interior Zone 3 3 6 J 7 e 9 9 In a f4 16 1s 20 z3 z6 Rooms other than sleeping rooms 40 12 Min. 12 Mln. _ fy ty of lighting fixtures,switches,ouUets,etc.prior Exterior walls-wind loads with plaster or D g D 6 4 9 30 33 3+ 40 44 4s 56 6s 2a E4 9s f07 1zs a H1360 � 8-Provide a minimum of o e ou let)n a hallway that exceeds 9'-0"in length. Slee in rDDms 30 • These plans are designed in accordance with the American Forest& Paper -g.ProvideoneoutletIneachroomatminimumof6'-o"fromtheentrancetothatroom. 19.2 6 6 14 15 17 19 20 22 24 28 33 37 42 d8 54 63 P 9 4 4 9 10 11 11 ]4 15 l6 19 22 25 Ztl 32 36 42 stucco finish 3 3 7 8 9 9 10 I1 12 14 17 19 n 24 r t2 Stairs 40` Exterior walls-wind loads°with other brittle CS20 0 ° CS20 0 ° .10.Provide a minimum of one GFI outlet within 3'-O"of any sink and a minimum of one In every bathroom Assodiation Wood Frame Construction Manual for one and two-famil dwellin s 6 12 ;4 3J dl 4b 50 55 59 70 81 93 lib 119 !33 156 H/240 ° Y g unless otherwise specified. 6 6 17 19 21 21 2s 28 30 3s 41 47 53 60 r,7 7R finishes o za TABLE R402.2 ° 2018 Edition -prescriptive method i1.Contractor must verify with his licensed electrician If an upgrade ofelectrlcal service Is required for this 4 t 12 13 1d 10 17 19 20 24 27 31 35 d0 45 52 3 3 9 30 1 11 13 14 Is 18 21 24 z7 30 0 39 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loadsa with flexible °° o - project prior to submitting a bid. 6 1Z 32 35 39 41 47 51 56 b6 7b 87 99 112 125 147 CONCRETE finishes H/120d LSU These plans comply with all of the requirements of the following: 12.Contractor to verify locations of masts,meters,sub-panels,etc for relocation as required for the project. 6 6 16 18 20 21 24 26 28 33 38 44 50 56 63 74 Contractor must also notify the Architect of locations If not shown on plans. 12 4 4 11 12 13 I; 16 17 19 22 26 29 33 38 42 49 e •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical Code MINIMUM SPECIFIED Lintels supporting masonry veneer walls L/600 PLUMBING NOTES 3 3 8 9 10 11 12 13 14 17 19 22 25 28 32 37 •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code 6 12 42 47 52 Sr 63 68 74 87 101 116 132 149 167 196 COMPRESSIVE STRENGTH° . . 1.All plumbing work shalt be In strict conformance with afi state and local codes. - 16 6 6 , 21 24 26 29 32 3A 37 44 51 58 66 75 84 9a TYPE OR LOCATION OF CONCRETE (fo) MTS30 •2020 N.Y.S.Existing Building Code •2020 N.Y.S. Property Maintenance Code 2.Hot water heater shall have a maximum temperature setting of 140 degrees F. 4 4 1a 16 is 19 21 23 25 29 34 39 44 so 56 66 • All roofs ceilin s floors desi ned , CONSTRUCTION ► g ' g -3.Provide hot and cold water supply!Ines to a new refrigerator as required by manufacturers specMcations. J Perimeter Edge Zone 3 3 11 12 13 n 16 17 19 22 2f> 29 33 3A 42 49 Weathering Potential" -- •2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National Electric Code 4.Provide tnsulatlon on ell new plping as required by code. 6 1z so s6 62 63 7s s2 a9 ins ]z1 139 u8 1 J9 2W 2 is ' S.Remove and relocate all existing piping as required to assure the proper execution of the work. 6 6 25 28 31 3t 38 41 45 S1 61 70 79 90 100 1111 Negligible Moderate Severe For dead load of 10 P.S.F. •2020 N.Y.S.Fire Code •2020 Uniform Code Supplement 6.Below grade waste lines shall be XHCI piping. 19.2 4 4 17 19 2f Zt 25 28 30 35 41 47 53 60 67 79 3 3 13 14 16 v 19 21 23 27 31 35 40 45 so 59 Basement walls,foundations and •2020 N.Y.S.Phimbin Code •2020 Su lement to the N.Y.S.Ener 7.Potable Ilnes Shall be type"L"copper. . 6 12 63 70 78 8i 94 102 Ill 131 152 174 199 221 zso 294 other concrete not exposed to the 2,500 Z500 Z500c g PP gy 8.AII gas Or oil piping required shall be performed by the plumbing contractor. 24 6 6 32 35 39 41 47 51 56 66 76 87 99 112 125 147 weather Conservation Construction Code 9.Sanitary disposal system shall be County Department of Health Services approved for design and 4 4 21 24 26 29 32 34 37 44 si 58 66 7s 84 9a - Installation The Owners surveyor shall be responsible for design and locations of these facilities as well as 3 3 16 18 20 21 24 26 Z8 33 3R 44 5D 5fi 63 74 Basement slabs and interior slabs p Corner Holdown Floor to Floor Connection obtaining allpermltsor 2,500 Z500 2,500� COIUn1n Ca Fastener Spadrgt on grade,except garage floor slabs ForSl:1 pound per square rich=6.695kPa. t� approvals. Uplift load per Nail(Ibs) LEH6TH 10.Contractor shall provide haCwater baseboard heat throughout at perimeter walls unless otherwise noted Gable Endwall Rake or (furl Basement walls,foundation walls, a.Strength at 29 days psi• GEN ERAL NOTES 11.Water main must be 7'-0"awe from the sanita dls osal ' " Rake TruSS with up t0 9" 6 28 31 35 33 42 46 50 59 bR 7R 88 f00 t 12 f 31 b.See Table R301.2(1)for weathering potential. - H U ENO Y ry p system and 4-0 deep. ' exterior walls and other vertical LENGTH 12.in bearing walls or partitions,no stud is to be cut more than 1/3 Ito de th to receive g, Rake Overhang 4 19 21 23 20 28 3I 33 39 45 52 59 67 7S 88 2,500 3,000d 3,000d c.Concrete In these locations that is subject to freezing and thawing during „ D Dlpin duct or electri- construction shall be air-entrained concrete in accordance with Footnote d. a 1. The mechanical s tam shall be installed in accordance with cha tens 12-24 Of the tar work. concrete 12 Ys P 3 14 16 19 19 21 2 t 2s w 34 t9 an so w b6 I Residential Code of New York State. work exposed to the weather d.Concrete shall be air-entrained.Total air content(percent by volume of _ e 13.All water service and distribution i e and fittin s to be co er alto concrete)shall be not less than 5 percent or more than 7 percent. 0 2. The plumbing system shall be installed in accordance with chapters 25-33 of the P p 9 PP Y• CLEAR Residential Code of New York State. 14.All drain,waste and vent piping and fittings to be PVC-DWV Exp os u re B Porches,carport slabs and steps e.See Section R402.2 for maximum cementttlous materials content. o 9 o 41 SPAN Table 3.11 Wail Sheathing attd Cladding Attachment ,' 4b 3. The electrical equipment and wiring shall be installed in accordance with chapters exposed to the weather,and garage 3,SOOd• f.For garage floors with asteel-troweled finish,reduction of the total air content 34-41 of the Residential Code of New York State. Requirements for Wind Loads 2soo 3,000d,e.r flOOf e,f (percent by volume of concrete)to not less than 3 percent is permuted If me ° SIab3 specified compressive strength of the concrete is increased to not less than o _ 4. Exterior windows and glass doors shall be installed in accordance with Section R609. Wind Speed 4,000 psi AII glazing shall comply with section R308. 3-second gust BCS i i CND 5. In all frame walls,floors and roof/ceilings comprising elements of the building thermal 90 95 106 ]OS 110 115 120 130 140 150 160 170 180 195 LENGTH envelo e,a moisture va or retarder shall be installed on the warm in winter side of the (mph) TABLE R301.2(1) � � � P p See Fi ure 1.1 y., C;S20 12-1 insulation in accordance with section R318. CLIMATIC AND GEOGRAPHIC DEStGN \ r STRUCTURAL SHEATHING 6. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 CRITERIA _ \-i=�. - with a smoked developed index of not greater than 450 In accordance with section E F E F E F E F E f E F E F E F E F E f E F E F E F E F _ R302.9 WIND DESIGN SUBJECTTODAMAGEFROM Column Base Stud Spacing �, GROUND SEISMIC WINTER ICE BARRIER AIR MEAN 7. Insulation shall have a flame spread index of not greater than 25 with a smoke developed Sheathing Location (inches,o.c.) Maximum Nail Spacing far Sd Common Nails or SOd Box Nails(inches,o.c.) SNOW d FroSt FLOOD SHEATHING index of not greater than 450 in accordance with section of the R302.10 Speed Topographic Special wind Wind-borne DESiON DESIGN UNDERLAYMENT FREEZING ANNUAL SIDING 12 6 12 6 12 6 12 6 iz 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 11 LOAD° (mph) effeetsk region' debris zone°/CATEGORY'Weathering" line TermRe` TEMP° REQUIRED" HAZARDSO INDE7C TEMPI 8. Interior wall covering shall be in accordance with section R702 and exterior wall �t L f f1 tc eSHE.ET T1Ti E depth FLASHING FOR covering shall be in accordance with Section R703. �� _1 C GENERAL NOTE S Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 ABA44 WATERTIGHTNESS I 9. Asphalt shingles shall be installed in accordance with section R905.2 1a „I- �C -r/�, 24 6 12 6 12 6 12 6 i2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 20 Ib 130 Yes No B Severe 36" M to H 15° Yes 150 450 DECKING ,,�- h7�. 4 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 MANUAL J DESIGN CRITERIA" or< ° ° (� s < �� PRO. .T NM4E Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 ° APPROVED JOIST HANGERS 1r -jf 7 '" } Indoor tintin u;;-•1°•: `"l" 24 6 ]2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 Winter Summer Altitude Design YMIN. 2xLEDGERWITHFASTENERS t`',' t;"Jy¢ Etevadon Latitude dperat temperature IN ACCORDANCE WITH TABLER5072 °",r`,.W.'^fir* KEl�ITNETH SCHULMAN • BOARD SHEATHING or LAP SIDING heating cooling correction factof telnilerature cooling -, v, temperature difference ,.• : R• HOLD-DOWN DEVICE MIN 750 LB.CAPACrrY �- .,;_, ` Sheathing Size Rafter/Truss Spacing -? .,a e : FLOOR JOISTS AT4 LOCATIONS,EVENLY DISTRIBUTED n 12ATEt ' Mimmum Number of i3d Common Nails or loci Box Nails ..•y. _+ ALONG DECKAND ONE WITHIN 24'OF EACH 40 Itit�corer- 1 ARCHITECT,P,C. (inches,O c.) Coolie Wind Wind veloC t ainCident Dail Winter Summer •":.•1• END OF THE LEDGER.HOLD-DOWN DEVICES Per Support 9 dY Y `';' SHALL FULLY ENGAGE DECK JOIST PER /yam , 2t�LY1VN AVEI`'L'E `-�► _ tempefaturedlfference vetocityheadng cooling wet bulb range htmlidity humidity HOLD DOWN MANUFACTURER. �' M��� $• NORTHPORT,N.Y. 11731 gY Ix6 or Ix8 Sheathing 12-24 2 z 2 2 1 z 2 2 z 2 z 1 2 2 Typical DTr1Z Deck-to-House "'' TEL. /FAX.(63L 3t38-2388 t IxIO or Lai er Sheathin 12.24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Lateral Load Connection SCREWYPREDwDLEEDJW7DMIN.3'PE ENETRATION JIOH NO: SHEET NO. TO CENTER OF TOP PLATE,STUDS,OR HEADER. I