Loading...
HomeMy WebLinkAboutBP24-094PERMIT #)d14Q jV' O 94 SECTION TYPE OF WO JOB LOCATIC OWNER CONTRACTO EST. COST ,/CO #_G S TCO # FEE DATE iw�caFrTION Rf.4y� DATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT C3 ALARM AS BUILT Wr FINAL INSP 7�C�I Ps'7 02 c� 7�30/ r �l%J L/ 2� ?e% (9/y)35'3-0 73 7 WIuao�,J 96 XQs4-Rc15Q P11441 414Y Pn� ��� fl l �ai�o �IPG�i�C .�'�Ll-ley/lie R APPROVALS -BUILTIFINAL SURVEY REQWRED PRIOR TO FINAL INSPECTION �'211/C✓ � � l 5' ci VILLAGE,OF RYE BROOK WESTCHESTyp CouNTX, NEW YORK NO: 24-150 Certificate of Occupancy This is to certify that Yew aer] ,i r I 1lU l � )l M` of, having duly filed an application on GY�Lot 1 �20z�requesting a Certificate of Occupancy for the premises known as, && -.l b/ d 9 DYA e , Rye Brook, NY, located in a Zoning District and shown on the most current Tax Map as Section: )35. lock: / Lot: / , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued ✓ � 20 c2 J such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises o building or part thereof listed under the following New York State Classifications, Use: Construction: for the following purposes: Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in hei hall be de, n ll the building be moved from one location to another until a permit to accomplish such change ha bee ed fro e B ilding Spector. OEC - 3 2024 Building Inspector,Village of Rye Brook: Date: x i z N o z 1 N i N v�p s 4-4 i W eQa" O W (n ca sa a 0-4 ,4 � j--I ` IZ W x F a , M QG O J� 0 o 72 C) O � V 0 z a1 � uoo 114 O can c o 0 _ 04 G1 O p � o v CA a O w ° w ' G CG CIA � v N00 #-.d 134 \ r 'VyC1 VW � H Avc W F PQ WZ Cn a V O v z FF--"-�� A z tocu Ul O CC p a a� pwyy� U W © Z A �� V �i U V - W , H 11 �+ O O p w � V v a � O H o 3 e� 44x AW J O O U O How �•, a Jd "o Ff qJ w w -7� ,� � dZ N 0.0 q W z o�G (� W LL, ' a W W ` .G v to w � _ 3 E BUILD[,,NO 6F;PARTMEN1F [E Q V IE VlLK,A OE OF RYE`s R,0OK 938 Kv%c VET RvE RR¢ t>I{,NY 10573 FEB 2 2 2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT *4i*#!#rt##i4*l4srtlrt*4i#!rt4##rt4!!rtlrt44tlirtrttwrt44f4ww###t#rtrt44t4rt wi4wt4w*4i#rt t4wiii4t4rtt44rt#ilrt4#44rttrt4i##rt4rt FOR OFFICE: USE ONL% : '1, Qom►f � / %pprn+al Date: A W-V��4Pert gPcJ �O / ! Application# —� `� "V 1 -%pprn+ul Signature: _ _ ARCHITECTURAL REVIEW BOARD: pp Dina r•o+ed: Date: BO'T Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: 4 Permit Fees: #irt#444lrt4rt!ltrtrt4rt44#4444#rt!4#44t##wrt4}!#4t4!#ti}t1####i*4#*!}#�#t4#4i##4i4tlrt444it irt444lt44rt4l4#4#rt4!#rtrtrtrt EXTERIOR BUILDING PERMIT APPLICATION Application dated `_ —C7 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of Permit for the construction of buildings, V structureespa�dditions,alterations or for a change in use.as per detailed statement described below. I. 1obAddress: 2 Ce wo I gq A dr 2. Parcel ID#- 13 5• %e- 1 — 7-1 _ Zone: ,i ��?, 3. Proposed Impro cment(Descnbc in detail): C{M+DV Ir (�►�� t — --- _! l 7�w Itom"""' d c_(c 4. Property Owner: Im • _01.' .� N� ��✓1' Address: Phone# Cell$4 �� � 7-3 Y� a-rnaif ge"S4im � IkAI List All Other Properties Owned in Rye Brook: N AA Applicant: Address: Phone# Cell-# e-mail Architect: , 50b Address- zo w4,4e srIrIS ITRo 7rPtr1r Wei (a I Phone 4 V.q 1/01c.s1�3 Cell # 11 q'7G_O' l�r Zd a-mail I4�Q r Gt� 1{'Ct+S Engineer:._/ Address: Phone# Cell# r-marl General Contractor-. N ES�r�I`�', �I©ems 1 I ����T CA A n Address: �uS- n e cx+• �1rj4eG jl F �1�'rl (05.+� Jt Phone# ��`�" f 3' �3 Cell # e-mail 6 D 49 C 0 O .� � {II h'.2023 5. Occupancy;(I-Fain..2-Fam..Commercial.,etc...)Pre-construction: ) ! Post-construction: F"I[ 6, Area of lot: Square feet: L Acres: 0 • �0(0 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: s 2 'OL + right side yard: L;" Z left side yard: 5?0(f other: 8. If building is located on a corner lot,which street does it front on: �J 1p` ' 9. Area of proposed building in square feet: Basement: E y I-fl: 2"''fl: 3'J fl: 10, Total Square Footage of the proposed new construction: e-f n'ew d'eLk # `q7.S E 11. For additions,total square footage added: Basement:E_ I" fl;_�_2'fl: 3"fl: 12. Total Square Footage of the proposed renovation to the existing structure: l I q 2 r f— �G K 13. N.Y. Stale Construction Classification: I f A64 I N.Y. State Use Classification: IF A m" t JV 14, Number of stories: Overall He ght: Median Height: 15. Basement to be full,or partial _ finished or unfinished: 16. What material is the exterior finish: C . " p 17. Roof style;peaked,hip, mansard,shed,etc: ( $� __ _! Roofing material: 18. What system of healing:__ ' � h,rL 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with tilts application. 20. Will the proposed project require the installation of a new,or an exte n s ion,'mod t fi cation to an existing automatic fire suppression system?(Fire Sprinkler.ANSL System, FM-200 System,Type 1 Hood,etc...) Yes: No: Z (i(ves,applicant must suhnirt a.separate Automatic Fine Suppression S.i-slem Permit apphcalion&2 sets ofdeladed engineered plunsi 21, Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq, fl.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No:_Area:1- 4F__13 e T 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? to Ccterx56 Yes: No:--YA-- (ih yes,upplicant moist submit u Site Plan Application.&provide eetailed d)-uuiiigs) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (if)-es,You uuist submit a Site Plon Application,&provide detailed topographical snnev) 24. is the lot located within l00 R.of a Wetland as per§245 of Village Code? Yes: No: X (fires,the area of wetland and the wetland hirer zone must he prnper/v depicted on the sun,er&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9.28'07? Yes: No:A (if yes, the area and elevations of the flood plane roust be properly depicted on the surve)'&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes:X No: (il;ver,applicant must submit a Tree Removal Perinii Application) 27. Does the proposed project involve a[tome-Occupation as per§250-38 of Village Code? Yes: No: ff Indicate: TIER 1: TIER 11: TIER Ill• (if)-es,a Home Occupation Permit Application is required) I28. List all zoning variances granted or denied for the subject property: fJ rv- 29. What is the total estimated cost of construction: S 13 st cot, Note:The estimated cost shall irtchide all site improvenlenls, lubur.material.scuffuldin&fled equipment,professiuital,lees,incluchng uiii material and luhur which may be donated gratis. If the final rust xceeds the estimated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated date of completion: (2) 6 1:7t12! BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: Section: Block: Lot: PERMITTED COVERAGE RA11OS IN RESIDENTIAL DISTRICTS 11-ocal Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 -#— 5,000 30% 5% 3.5%R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT V tN� o 228 Sq. Ft. MOO'O0. ?- _Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) $�i I��� Sq. Ft. 7i 'V-'�q. Ft. b. Area of Is'Floor Divided By Area of Lot x 100 -1 r�S % 9 y % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed,Playhouses) O Sq. Ft. Sq. Ft. a. Coverage of Accessory Building �- Area of Accessory Building Divided By Area of Lot x 100 0 % %n 4. AREA OF DECK U 5 s Sq. Ft. 1 I A2 Sq. Ft. a. Coverage of Deck Area of De k Divided By Area of Lot x 100 2,Z� % r % es to t ejesn. nowledge and belief, the above information is correct. I Architecr�s (3) k;1?rrt�„ BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 Knvc STREET RYE BROOK,NY 10573 (914)939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 2� 1N01-'1;)-LA,OD W Section: 135.34 Block: I Lot: 21 Zone: Z5 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools, patios, sidewalks, ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area °.q R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30.000 6,560 24 30,001 to 40,000 8,960 1 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area" is the minimum end of the lot size range in the"Lot Area"column Area of lot: 0(00 s .ft. Existing Allow04<0 Proposed Total impervious coverage = 4 1A lob S .ft. 5 1-nS S , ft. 6S S .ft. Front impervious coverage = " 019 5 % /1 0 % 9 % Acni �cstst of nowledge and belief,the above information is correct. 11 70 (4) x!120'-1 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: Z j W o0 0►,%#A D D 2',J,6 Section: 115 ,'34 Block: I Lot: 2� MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [(Lot Area—21,780) x 0.11478421 ]: a. Allowed = 435,(0(o Sq. Feeti10°Q' 'LgI0(00'?.Z�6S� — 2t ��Bo�F = '] Z 80,22� I b. Existing =±4.'S 7 4 1 1 Sq. Feet t`��o .22 O t 4- l c. Proposed = 14f 314 . Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Helgbt I Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE ArAWYNG PROPOSED REOL/RFD FRONT: FRONT: FRONT: .44 a-3s SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 "S SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R,ZO SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-fs SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 ALIJA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 ALf2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 i RG7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R,S SIDE: SIDE: SIDE: 4.00 64nature FRONT: FRONT: 1.20 SIDE: SIDE: 4.00 4Archit wledge and belief, the above information is correct. (5) 8-12.2021 l BUILlDkINO Dt&ARTMENT RFEB 2 2 2024 JD VILLAXE OF RYtJftOOK 938 KING$,TW.ET RYE BROrM,NV 10573 4� ,a9�04�s� VILLAGE OF RYE BROOK BUILDING DEPARTMENT r lair lc.�r *t+�,rrxwr*wwwrr,rw****k,�wr,r*w**,rw*****r�**ww*www,►ww,r�*w,►,rarwwwt,r*wwwrrr*,��„rrwrtw*trf****kw**wr�wrtrxtrrt** AFFIDAVIT OF COMPLIANCE VILLAGE CODE $216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED ARID NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as`:l , .1, t '�i IJ 1 , residing at, � UV6001"� Ckf. F pceo _ _ Is, , . , ullCfc 1,IN h'I. being duly sworn, deposes and states that (s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; It,e V� w(+'1 J ( j i v_e_ is �� , Rye Brook, NY. Further that all statements contained herein are true,and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps,or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. ui fh'teprrt� Sltvncrl.l) (Prim Napne of Prttperty Owner(,i 1 Sworn to before me this 644 day ofj LTQAAtAk4 20_2_4 Frances Sena NOTARY PUBLIC.STATE OF NEW YORK Registration No.02SE6313883 Ouali fled in Westchester County Commission Expires 10127120�L (6) 8!I ll'_G:1 This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Par, 1264& 126i NYCRR) To: The Building Insp/�ector of the Village of Rye Brook. From: Ct. A - J r 1 . Subject Property SBL: � t 3G' � Zone: ' Please take notice that the subject; ne or Two Family; �Commercial, a New Structure I_ D E C IEW E 3D Addition to an Existing Structure Rehabilitation to an Existing Structure FEB 2 2 2024 to be constructed or performed at the subject property will utilize; VILLAGE OF RYE BROOK n Truss Type Construction(TT) I BUILDING DEPARTMENT a Pre-Engineered Wood Construction(PW) o o-r �p 1 I�61-e - a Timber Construction(TC) in the following location(s);i ; Floor Framing, including Girders&Beams(F) M 6{ �YL;?VPIFI - �-! Roof Framing(R) e Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings. and NYCRR§1265 For One& Two Family Dwellings. Swom tt�efore me this d Sworn to before met is 10 r day of .XX1lJCitf 20 t- day of .20 Signature of Property Owner Signature of Des n Professtonal rint a of Property caner Pant Name of Design Professions �a�.�-...moo ►)'�-�-��,� o a Pu lie Notary PAILFELAMMA PRAKASH Frances Sena !votary Public,State of New York NOTARY PUBLIC.STATE Ol:NEW YORK No.01 PR6194075 Registration No.02SEb313883 Clualified in Westchester County Qualified inWestcbesterCounty ��:lmission Expires September29,20 Commission Expires]0/^_7!20Zk (7) This application must be properly completed in its entirety by a N.Y, State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant, Please note that application fees are non-refundable. xxw###xxxxxx,tt*xw##x#xx#xxxtxtr,txrx*xx*xxx*xxxxtrwxxxxxxxxxxxxxxxxxt►xxxxxx+xxx#xxxxxwwxxxxwxwxwwxxxww,r,trtxx STATE OF NEW YORK.COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that heishe is the applicant above named, (print name of individual signing as the appitcant I and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the _ for the legal owner and is duly authorized to make and file this application, (ind•cate architect,contructur,agent,attorney etc t That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code, the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations, By signing this application, the property owner further declares that he/she has inspected the subject property.and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this to Sworn to before me this 112 N4 day of danU;)INA 1201 day of F-eb , 20� tgnature of Property Owner'' Signature of Appilicani hem �� to l ,X rint Name of Propett weer Print Name or Applicant 1�" otary Public Abrzil l.PAMMIA PRAKASH Frances Sena Notary Public,State of New York No.01 PR6194075 NOTARY PUBLIC.STATE OF NEWYOttR Qualified in Westchester Count Rer:istration No.02SE63]3883 y Qualified in Westchester County Commission Expires September 29,20 / Commission Expires 10/47/20�?k {�1 R.1 Z.?0:.'1 13N'N07TM:_lAQ_3)3dSTd}l :IIV WI3 VON 90F. :' '�' bj; A1Nnoa ll31S3H31S3M ' b. NOOHO BAH :Ol a331N"dnJ I-LOZ-80-80 31va )aO-113NOLLMS 91-SOT AN '390Rl ONnOd OLT )C08 'O'd `Yd - suoAmins aNvi NVqd '8 AaNvminm "SU3NMO 1N3nb3S9nS UO SNOIlnII1SNI "S3IdOa 3n211 anvA 3a "MV-1 NOIldana3 IVNOIllaat! 01319VU33SNVHl ION 3HV S331N"vnJ Ol a321MISN0a 39 11VHS 1V3S 31VIS MllOA M3N 3H130 "NOI1nlI1SNI 9NIGN31 3H130 S33N9ISSV 3H101 aNV a3SSOSW3 SMOAM21nS aNVI 'Z NOISIAI(I8nS'60ZL NOI.03S 30 'NO3'd3H a31SI1 NOI1nlI1SNI 9NION3-1 aNd AaN3E)V 301V►NIMUO NV HIIM (33)IHVW NOIIVIOIA d SI 1t13S SAJOA3AunS 1d1N3WNUM09 ANV►dWOa 31111 3H10131V►H38 SIH NO A3AunS SIHI 3O IVNIJIHO aNV1 a3SN3Xl `d 9NIdVi38 aNVf 1103NVd3dd SI AMunS 3H1 WORM HOA N0583d 3H1 3H1 WONA S31dOa AINO ddW JkMunS V Ol NOIllaad 01 A1NO Nnd 11V►HS NOY83H a3lV:)IaNl S331N"vnJ HO NOII"311d a3ZIUGHinV►Nn `S1N3W3AO*ddWI b3H10 ANV► UO S3un1an211S'S3aN33 30 N01103M3 3H12iO3 a3Sn 38 Ol a3aN31NI lON 321V A3H1 'A1NO 3SOdund MAlAdS V 1103 311V -3NI1 A11.13dOUd 3HI 01 Sldn onEIS 3Hl W0113 'N03113H NMOHS SNOISN3WIa 3H1 'Y (l331NVr vnJ ION Slid NMOHS ION 'ANV► 3I `GdO:)321 30 S1N3W3SV3 IJO/aNV SAVArk 301H91U 30 3aN31SIX3 3H1 ribs„ 310078 6t 101 1.1393 wON d !gZ;61-1r 6- t t 0.9714 .9001H WVdAG JO dVlAl NOiSIAlGens3d a-gC7N3lA►V I _LN9VYibV -a Ma line zoz z Z 83J aooA4.g0,,, ,00�MIe = 7 GIMCINVIS •s"n NI IN3W3unSV3W All VON 31111 V Si 1E FT NO. r LIST OF DRAWINGS No. DRAWING NAME Village of Ry,8 rOok SP i SITE PLAN/SCHEDULES spi SP2 SOiL EROSION CONTROL PLAN � iA/ 8�ard SP3 SITE GRADING PLAN 3 SP4 SITE DETAILS - LC i SiTE LOT COVERAGE CALCULATIONS - ' -- - GN 1 GENERAL NOTES SHEET No.1 GN2 GENERAL NOTES SHEET No.2 DI PARTIAL FLOOR AND DECK ✓: -_ DEMOLITION PLAN ... - Z A 1 DECK FOUNDATION AND FRAMING 135.36-1-22 - -. 1A PLAN ' Now or Formes '� -""""'"""'° `- � _ -�---�--'------}� A2 PARTIAL FLOOR AND DECK PLAN Fronk&Sharon Liotti 0 I ., A3 ELEVATIONSIts --t \ k A ._ t Q y A4 DECK SECTION AND DETAILS Filed Map Lot 20, l Block y r ` F.M.j2931 I Q w A5 DECK STAIRS AND RAII.ING DETAn.S o S 60°34'38'E ' � t P/o Area c 8'PINE 8-PAID f0'PINE ' _ x N 5°4 '00"W y — -�— — f0'mvE T! e U R��Y (Survey/Filed Map) \ Ex.Stone Wal � — — _ I �LT+�� AL N 50 04'00"W Deed a 16'AbIPLE S/ —— _ 29 i.I I' p► "� n PRIOR 0 22.55' � '` --- �, UtRE \ Asphalt Drive �6 —— -� _ _ I �f.tC�`pECTIO N O NEW#=UWD/NC AND 1V - \ 3° STAIRS FROM SECOND ROAR �unitht Electric I \ DOWN 70 NEW*VW DECK �m � Meter Concrete Basketball e° n ouer q RTIFICATION .� Apron Hoop Asphalt Drive Rownf over 9 0 � t�rLtA Steps one � ALL EXISTING INFORMATION ON TN15 SITE PLAN \ Wood Steps p Stononry e Cum EX C4TCH BASIN WAS TAKEN FROM A SURVEY PREPARED BY C Car.Wood Edge \ NEW S7EPS FROM Pier Retaini Stone MgosWall 31.45 3994.BED FORD ROLAND SURVEYORS _ ✓. DOWN 70 6R 4DE RR . PLEASANTVILLE,NY 10510 _ ---+ West 1.36 NEW WOAD DECK 24' 2 Story I Ea TCH Y TEL.:1114-1611-MV3 A8OVE CRAAE Stucco, Frame&Stone TITLED:TOPOGRAPHIC SURVEY PREPARED FOR ANDREW AND .3? TREE 1,142.2E SF.DECK e R/A1 31.46 O Residence Flo stone Tox Lot 21 J DEBORAW EEFENSTEIN,LOCATED IN THE VILLAGE OF ✓= cam° 1,JM A9 S.F.LMP.St/RFACE As halt Q RYE BROOK TOM OF RYE,uESTCHESTER=Krr, = = \ �� olio dive FrYed Mop Lot 19, Block A o o STATE OF NEW YOR+c _ u O\ Sion* a F.M. 29.31 C O O � DATED:JUNE 1,2023 - 0 c1►{,,,,,,y fla flog. Area=29,060.228 S.F. 3 I—o o d LOT AR�a 2906022s$GZ FT. °' = NEW MgOD P£14Y,OYA OVER Ste s Steps =0.667 Acres -o �a-t y_ -t a=, '_t _, p p - �► TAX SECTION-BLOCK-LOT:13536-I-21 135.36-1-42 1H/S PAR110N QF DIEQ�C ,t-� t-tilt-�, , -, , ,'�1 i C\ III II I t t t"t I I I"I I I t'i o ��NOLE AR,'WITECT 15 NOT IMSPM5IBLE FOR ACCURACY OF t t t t t t t t t t t° 1 C IA40*32.09 EXISTING CONDITIONS Now or Formerly ,�_��=��=e,=��=t�_ _ � t t t t � t t t t t-�� 106 48' � ® ..' Irilloge of Rye Brook ;;t t t t;;t� t t;;t ' t ;_= _=k IC. 1 LOCATION MAP NO SCALE _ Flog o ¢� f® :: ''=, - tbocv t Steps y I �.�. �_ 1_J -�..� 520�0( 5ek t U o 106.49" '_� r.%u ¢eo(ood eck °,° Cleonout-� s x-_ s , _ •i-_ A\ r000so Ne4' ;x;st;n9 ``'o flagstone P t �, o Stone Curb t T t 'H to 3 Ifrigotion Asphalt Drive � - PIN£ \ �= Control f-�� J�x Y 12' � 24'1R1EE y,� solve � M � � •�f�-%i-x - �•-i x `.) it i _ 0 one ur —' �° :"� y 16'P/NE I b� — — — — — — — — — — — — — — — —— — — —— r ^' - 12 PINE Q m 0 yre,u Q U Ll 14'PINE ��P1 14-PINE 18-PINE 8-P/NE ge o Edge of Asphalt ; o �iSs 0 "'� .�. ` Asphalt Drive a� `.` ,^ Q �01 � �!CS.JI�V.i}�1L1j _ � W \ N 65°44 20'W 5L,-vey/Flea Mac 135.36-1-20 N o5°45 20'W Deed Now or Formerly , Q \ 227.20 Susan Schnur I H W ZONING SCHEDULE Filed Mop Lot 18, Block A ^-1 1 L„�,'�`��L S�RVEY IE C IE W IEZONII�TG DISTRICT:R-25 `'' � SITEPLAN AS-13 Vii.LAGE OF RYIi BROOK �� Z E1 RE D PRIOR TO 11SE GROI.A' 1-i-AMiLI' I'ACi11ir)I)WIiLLiNG SCAi I. I -I S'-'I ION z 1�;� L INSPECT m;m RI:(LOW D I XIS'I'iNG PROPOSED ALLOWED j / MiNIMUM LOT ARFA 1 `� r1 25.(tttrl ).lKill._22_;$.F. ►-y 7 _., CS(1.IT•1 S.F. 2 �^ MiN.i.O'I'WTDTIi (q)l-r. 1(Ht FI'. z Z EEe 2024 AT Bl Tii,mm;(]:fil-r► Q 0 �4 z MiNIMI IM STRF171• 'q)I-1'. I(►(I) I:RUNrn(;r ^ MiN.i:RONI'YARD VILLAGE OF RYE BROOK 451:1 I(►6.48I:1'. MiN.SiDii YARD _?7?7 Fr.)'o z rT1 v 15 rr. 1 1.32 rr. - st�'BnrK(rlir:r► PROP.DECK v,.�Q ^ BUILDING DEPARTMENT RI)si..-r t-K,l•ii'TI o x 40 i'1'. 45.67 i••-I'. AIiNiMlirl REAR YARD 4()I I. 69.04FI,ru �'.(v6FI'10 ad 51?T13:%('K iiTL'T L•XISTING DECK 1 RO.UL'C'K MAXTMT TM III R";j-rr ST.311 FT. 2 ST.30 FT. MAX.OPRIISC aa?r) - - David A. Bar �1 PRI�CII!4L BLILUIVG 14r/ �)iiS�lr TABLE R30121) MAX.LOT CRSSORP[R('[1.T, ;5, (►, Architect PC. �l:�X.nccFssoRi KLUG r , CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA LOTCO\1RAGE(PL'RCL�i) � WIND DE51G1J SUBJECT TO DAMAGE FROM ICE MAX.DECK COVERAGE 4rh �,14 GRaam SEISMIC WNTERBARRIER FLOOD AIR MEAN t PERCEK7) 150 White Plains Road 94011 SPEED(d)TOPOC*APN1c o DE zO� cADE,E Y�r,IIEATIERINGIa) FLINE T Tq&jTE(c,tee, l►�ERL.AYMBJT �s m mG AW Suite 103 (MP) EFFECTS(1v RMIOWD ((m) DEPMfb)MODERATE w _ Tarrytown,NY 10591 20 P5F ISA20 NO NO ND D SEVERE 42'3-67 ;EAvy 15 deg F. m mmicy low 522 deg F. del 914-909-5143 914-909-5144 DR-WN PROPOSED NEW WOOD DECK AND WOOD PERGOLA FOR sc�l.r \S NOT H E E B E N T E I N Ii:n PRc•t f3CI'�c i 23(61)4 26 WOODLAND DRIVE , RYE BROOK , NEW YORK o �, ),cctr'•Scal ►8-0►;' 023 0 EROSION CONTROL NOTES S 1 T 1'.1•.I' \o. !. ALL EROSION CONTRIDL AND SEDIMENT CONTROL PRACTICES DURING CONSTRUCTION SHALL BE INSTALLED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MANUAL 2016 EDITION AND THE NYSDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL"2016 EDITION,wESTCHESTER COUNTY O.£.C.AND LOCAL MUNICIPALITY REGULATIONS. SP2 I 2. EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL HAVE THE FOLLOWING: A TRACK PAD(STABILIZED CONSTRUCTION ENTRANCE), B. EROSION CONTROL BARRIERS-S/C T FENCES AND/OR SlL T Fl[TER COGS, I C. SEDIMENT TRAPS; D. SOIL STABILIZATION; E. DUST CONTROL; F. SOIL STOCKPILE AREAS RINGED WITH SILT FENCE. I I 3 A TRUCK T slir ENTRANCE To REMOVE SM£NT CAPTURED ON L ED AT T CONSTRUCTION TRUCKSENTERINGHE T AND • I LEAVING THE SITE.CONSTRUCTION ENTRANCE SHALL BE AMINTATNNED DURING ENTIRE PROXICT UNTIL S/l£PAVING IS IN PLACE.SEE EROSION CONTROL PLAN OR SITE DETAIL SHEET FOR ADDITIONAL INFORMATION I 4. AREAS NOT SUBJECT TO ONGOING EARTHWORK OR CONSTRUCTION,SOILS ARE TO 135.36-1-22 I BE SEEDED AND MULCHED TO REDUCE THE AMOUNT OF SOILS EXPOSED TO PRIOR TO START OF CONSTRUCTION,THE CONTRACTOR SHALL RAINFALL. � \ INSTALL TEMPORARYNow or Former 'PLASTIC ORANGE CONSTRUCTION FENCING �' AROUND AREA OF DISTURBANCE-SEE OIL. 71"DRAWING SPX" Frank&Sharon Liotti �O 5. DURING PERIODS WHEN SOILS BECOME DRY AND SUBJECT TO BECOME AIRBORNE, -+ \ _ PRIOR TO START OF CONSTRUCTION,THE CONTRACTOR WATERING SHOULD BE UTILIZED TD SPRAY AND MOISTEN THE SO/CS(SUBJECT SHALL INSTALL TEMPORARY SILT FENCING AROUND AREA Filed Map Lot 20,Block A I r TO DROUGHT WATERING RESTRICTIONS). 7_ ✓� OF DISTURBANCE-SEE OTC. 2"DRAWING SPX" I W F.M./2931 6 EXPOSED SOIL STOCKPILE AREAS ARE TO BE RINGED WITH F/CTER FABRIC _ - 60 34 38'E I STOCKPILES SHALL NOT B£LOCATED WITHIN 50 FEET OF SLOPES,ROADWAYS OR 5 ° ' = 5 I DRAINAGE FACILITIES ALL EXPOSED SOIL STOCK PILES SHALL BE COVERED AT = -- � ROW Ping I \ TRAINFEND OF ALL EWNTSH DAY TO PREVENT SOIL EROSION AND SOIL LOSS FROM %- -%mewtue, 7. ALL EXPOSED MASS EXCAVATION AREAS AND OPEN TRENCH AREAS SHALL BE r .. 8"PINE 8-PINE 10"PM I COv£R£D AT THE END OF EACH DAY TO PREVENT SOIL EROSION AND SOIL LOSS t\5°4 i OO°W \ I ---- _ - - ri ,I��pE I FROM RAINFALL EVENTS CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A _ ►gyp MANNER TO MINIMIZE EROS/ON (Survey/Filed Map) i to T Wal - - _ 97 I 8. OfFSIIF PAVED ROADWAYS SHALL BE KEPT CLEAN AT ALL TIMES K.'5°04'00"W Deed EXISTING WOOD DECK AND PAT/0 160 A41PLE - - _ , r 22.55' ; I TO BE COMPLETELY REMOVED -- - I 9. ALL CATCH BASIN INLETS AND TRENCH DRAINS SHALL BE PROTECTED WITH SILT FILTER COGS OR SILT FENCE. Electric -I 10 ALL orwAMRING OPERATIONS SHALL DISCHARGE THROUGH A SOIL EROSION AND EX. with SEDIMENT CONTROL FACILITY. \ I Wood Ro,,,,a Meter Basketball � -F-� Ovar Hoop !l SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND i MAINTAINED ON A DAILY BASIS TO INSURE THAT TEMPORARY AND PERMEMENT --i I 04ra9e with DITCHES,PIPS,AND STRUCTURES ARE CLEAR OF DEBRIS,THAT EMBANKMENTS Room aver AND BERMS ARE NOT BREACHED,AND THAT ALL HAY BALES ARE INTACT. E.1: CATCH BASIN DUST SHALL BE CONTROLLED BY SPR/NKCERING OR OTHER APPROVED METHODS ' \ I l Ex. �Wood R/M=131.45 �� `r_ Povin9 Sle s l3. SEE EROSION CONTROL PLAN OR SITE DETAIL SHEET FOR EROSION CONTROL CONSTRUCT/ON DETAILS i = Slone V J I f- 2 Story E.1: CATCH&lSl - ✓' I Polio I Stucco, 1 32I F7u7ne&Stone R/M=131.46 f; n m m Wood Residence Tox Lot 21 Sq°d I I II I I I I I I� Deck �� Fled Mop Lot 19, Block A o o o\ I LP S w LU stone F.M.129J 1 00 � u o I Ex WoodChtn>ney Area-2,060.228 S.F. I-o � I I Sep i =0.667 Acres I ii� l s 135.36-1-4? I __ MANHOLE Now or Formerly I r RIM=132.09 1/1loge of Rye Brook \ I ♦ I Ex. Wood Z 7-� -7:-:-- Deck = ' Z' _x EXISTIN 6"MAPLE - / �\ TREE B MOVED _ �' �" /_x A_ 0 � - = = = ON SITE SOIL STOCKPILES SHALL BE %x v�rF4- x PROTECTED BY RING OF SILT - FENC/NG AND COVERED WITH TARPS \ O SEC OIL. 3"DWG. SPX" 0000000 12-POW>, _ - -f �------- �?� r,iii�.l L, i - -12-PINE W • 14-PINE �18'PINE, 8" P/N£ 'V PINE 14 PINE PROVIDE ACCESS THROUGH CONSTRUCTION rTl \FENCE DURING WORKING HOURS-FENCE I W �MST BE ABLE TO WORK DB SCALED R WORKF AT HOUEND N oS°44 20'W S."fey/fIIeG'VIaG 135.36-1-20 TEMPORARILY INSTALL SIB"THICK PLYWOOD ~ OF SHEETS AS NECESSARY TO PROTECT LAWN N-5r 45 20'W Deed Now or Formerly AREAS FROM CONSTRUCTION EOUIPMENT I (� \ 227 26' Suson Schnur Q r Filed Mop Lot 18,, Block A Q SOIL EROSION CONTROL PLAN W� (WT11ISTfl-DEM01-Yri(1N) SCAI.I:I"=1S'-0 T ^ -� �� W z z W O LU z �+ , w1� David A. B arbud 1Architect,PC ETC*" . 150 White Plains Road Suite 103 town ry ,NY 10591 ` ar �,, ., �� ,1 1. 914-909-5143 # x: 914-909-5144 4' 'ALE. r P.0I1.I'�c� ©� 23(13114 AP •\rchitcct's Scal 08-03-2023 ire I I I SP3 I 135.36-1-22 Now or Formerly Fronk et Shoron Liotti Filed Mop Lot 20, Block A ' 127.2s x l' -�_ _ -_� 5 60°34 38'E z x 728.57 RO x 127.75��` - � � - 128.61 x 128.78 8 PINE 8-P#W 10'PINE ' N 5°4.'00"W \ 128.26 x 128.49 - �- _ 1 10'PINE ' Ex.Stone WNal(Survey/Filed Map) 128.27 28.28 297.111N 50 04'00"W Deed � 16APLE, 2 2.5 5' . . - I % x 128.52 x 128.45 x 128.54 x 128.$8-x 13692. J Ca�yt 129.10 I>I ,, Electric 1 N 128.12 x \ _-� In Jim rn 129.14 Meter LANDING P.E.- ^� O 129.33 Basketball =128.50 LANDING P.E ^p N Q Hoop =135.75 Carag�with k _ •-, 128.56x Room Over \-' 127.94 127.81 , = \ 128.49 rn EX. CATCH&SIN \ ' x x 128.15 t 28.45 N N-,Cc131.45 R/M= x x 128.40 J ✓'' qj 12.5 ® Di ;- 127.73 x \ 2 Story 1 -EX - --i 127.62 x 32'TREE NIX Stucco, Frame&Stone RM 13T14�Sl `x V I 129.02 128.69 ,np Ressla;ce TQX Lot 21 x Fr7ed Mop Lot 19, Block A o q x� PROP XCA' �?C) " u 12 5 F.M.129JI 0 0 = 00\ - E[EV= 130.50 Stone Area=29,060.228 060.228 S.F. 1-0 x 128.03 x 128.37 Chi �+QlI -0.667 Acres 1 I I '1 ' ' 1 1 !; MANHOLE ` }p=ca=elp=ky=�=ca=e� r 12 7.5 6 x "i i i i" ' ''u 133.70 135.36-1-42 ;'1 1 ,"�2�.�'+� ;;; DOOR SILL RIM=132.09 Now or Formerly '�=a 4_q�_�i=�.=i i 133.92 - - x Vi//age of Rye Brook \ ;� �� ►�� i_i�� DOOR SILL i � ~'"'+ � 127.95x 2�.46`' '7, i i i 1 � z 127.34 x 129.24 �� - -'LEVEL AND SLOPE EXISTING-/ , 129.33 p � � � �� 130.72 x;��= j 7-r \ GRADE UNDER PROPOSED \ / \ _ DECK AWAY FROM HOUSE - c9 \ x 128.09 FOR POSITME WATER FLOW 129.81 p X X 129.87 128.17 x '� r� ��1 1 �?ix Z2' _ � x 128.41 11 x 129.24 j f.� =."/�s,;✓f=?�z% 12-PM x�\ � 24;naff 128.991 // x 130.11x �/x f�� �%x�:` %:�^xs 28.99 .011 130.04 16'P/NE -- - - - - - - - - 1 O W 127.67 x - -r- -- - - ��- - - - 1?'P1/VE 130.20 U ` 128.80 PBVE 14'PAVE 22'PINE 14 PIN£ 18o PINE 8'P/NE i \ N G °44 'W -vim Fd Ma 135.36-1-20 05 20 5� ,.y/ ea � N 65°45 20'W Deed Now or Formerly , H \ 2 27 26' Susan Schnur I Q ,� PIS Filed Mop Lot 18, Block A SITE GRADING PLAN Q SCAT-E:1"=I5'-0" 'w - !� > z`^J z Q C7 W z z W L.J --• j� 1 D avid .�3. B arbud Architect,PC; 150 White Plains Road u1te r 103 NY 10591 town, `5 �/ 914-909-5143 Aft. 914-909-5144 OR-vVN' ' BY: ITIECKED Re' SC M-r: h AS 23()j114 51*A r D.-IV: 71q,'e cl ct's Scal 08-03-2023 No. 46'HIGH HIGH DENSITY ORAWSEE (2)STAKE COUPLE. / POLYEIWELENE SAFETY FENCE 2 x 2 WOOD OR STEEL STAKES PLAN vIEW INSTALL PLASTIC SAFETY SPACED 6.0'0'MAX. CAPS ON TOPS OF AL_POSTS yPpG 12'LONG STEEL'T'-POST STAKES OC pX DRIVEN R'MINIMUM BELOW GRADE FILTER FABRIC ATTACFED ,�'�� To EACH STAKESP4 SECTiCN'a' .t RE OR ZIP TIES TO SECURE § RUNOFF FLOW SAFETY FENCE TO STAKES s 4'X 6'CC TRENCH FILLED WITH COMPACTED CRUSFED STONE BACK FILL SECTION'B' SOIL STOCK PILE LEFT FOR MORE THAN 30 FINISHED GRADE DAYS SHALL BE TEMPORARILY SEEDED 2 X 2 WOOD OR STEEL STAKES J� 'TI I-III-III 111-111-I T�_ o OTH GRA55 SEED OR COVERED WITH TARP SPACED 6'-0'O.C.MAX BUTT PAVERS NAND TIGHi,USE VIBRATION '=1I�I 11= I I I=�I�F I 1=I `� = PLATE COMPACTER OVER ENTIRE '_III-III - 77 STAKED DOWN TO PREVENT EROSION SURFACE AND SWEEP SAND/CEMENT INTO t =I I I-1�11 I I„I I F MMANUFAACTI�D BR��FD;. JOINTS PER MANtFACT1JRER5 9 2 FILTER FABRIC ATTACHED 'WILOCK'OR APPROVED INSTRUCTIONS o STOCKPILE OF 10F'S011 TO EACH STAKE EQUAL AS SELECTED BY OWNER PAVER EDGE RESTRAINT STRIP SPICED OR SECTION"A" ELEVATION VIEW AND/OR CLEAN BACKFILL [ i <<< I'ro 2'AMID OR STONE DUST INTO GROUND LOCATED AS INDICATED '✓= SETTi�C,BED BLOW PAVERS ON SITE PLAID IN(;si-rpoNs oi.sii.:1'i�I:NC•E) s `[...[````` MANUFACTURERSRS LAWN TDIORLANDSCAPEDFORLOAREa I AT JOTNZ 51LT FENCE CONSTRUCTION NOTE5 [.[Y •[ PER PAVER MAN •....[ / (SEE SITE PLAIN F LAYOUT) [.•[[[.K[[.[.K■.. SPECFIRATIONS L EXCAVATE A 4 INCH WIDE BY 6 INCH DEEP TRENCH ALONG ......[...[..[...[.....[ � TFE LOIER PFRrr1ET=R OF THE 51TE r2)2 x 2 WOOD -III-I I-II I-I I \ OR STEEL STAKES SILT FENCE SECTION V 2. USIRsOLL A SECTION Al A TIME AND POSITION THE POSTS AGAINST THE BACK(DOWNSTREAM)WALL OF THE 1RENCII(NETF1 I-1 I-1 I_ � 1 I I I -I SIDE AWAY FROM THE DIRECTION OF THE FLOW.) III-I I SAKE SPACED ,f I MIX EQ. AS REQUIRED = � 3. DRivE TFE STAKES INTO THE GROU10 UNTIL THE NETTING 15 T TH KNESS TEMPORARY ORANGE CONSTRUCTION FENCE NOTES: APPROXIMATELY 2 NCNES FROM TRENCH BOTTOM MIN.SLOPE AWAY z j MIN SLOPE AWAY COMPACTED SUB-GRADE v L TEMPORARY CONSTRUCTION FENCE SHALL BE INSTALLED PRIOR TO ANY LAND FROM STOCKPILE DISTURBANCE.SEE SITE PLANS FOR PROPOSED LOCA110N(51. 4. LAY THE TOE•IN FLAP OF TFE SILT FABRIC ONTO FROM FROM 4'MNIMUM-6'MAXIMUM STONE 2. COORDINATE INSTALLATION OF CONSTRUCTIONFENCE(S)LATI WITH THE NSTALLEi ON OF J 4'X 6'CONT TRENCH FILLED WITH 50-BASE(COMPACTED) SILT FENCE 5EGTION'A' TI$UNDISTURBED BOTTOM OF THE TRENCH.BACK FILL THE L T A NOTES: TEMPORARY SILT FENCES TRENCH AND TAMP THE SOIL STEEPER SLOPES REQUIRE AN STOCKPILE NOTES COMPACTED CRUSHED STONE BACK FILL L CONCRETE PAVER SYSTEM EQUAL. L.AS MANUFACTURED BY ELECT RD', 3. INSTALL STEEL STUDDED'TEE'POSTS SPACED 10'•0'0L MAXIMYM DRIVEN 12' PLAN VIEW(AT STAKE COUPLER) INTERCEPT TRENCH L AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND OWNER'OR APPROVED EQUAL.COLOR AND STYLE AS SELECTED BY MINIMUM INTO SOIL INSTALL PLASTIC SAFETY CAPS ON TOPS OF ALL POSTS. INSTALL SiNGLE STAKE 6-O'O.C.MAX.ELSEWHERE STABLE 2. REMOVE EXISTING D AND PAVERS TO CORRECTREQUIRED LEVEL TO INSTALL 4. CONSiRUCTION FENCE SHALL BE SECURELY FASTENED TO TOP,MIDDLE AND 5. JOIN SECTIONS AS INDICATED N'PLAN VIEW'DRAWING. 2. EXCAVATION CONTRACTOR SHALL SEPARATE TOPSOIL FROM BACK - BOTTOM OF EACH POST.USE ADDITIONAL RdSTAL ZIP TIES AS NEEDED. FILL AND MAKE TWO STOCKPILES.ACCESS FILL SHALL BE REMOVED 3. FOLLOW INC PAVER MANUFACTURERS INSTALLATION INSTRUCTIONS FOR PROPER °iTALLATION. 5. CONSTRUCTION FENCE SHALL BE MAINTAINED AND REPAIRED AS NEEDED DURING FROM 511E AND DISPOSE OF LEGALLY. 4. INSTALL 4'MINIMUM To 6'MAXIMUM CRU54D STONE BASE USE COMPACTER ENTIRE TIME OF CONSTRUCTION. 3. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2A PER PAVER INSTALLATION INSTRUCTIONS. 6. ONCE CONSTRUCT ON 15 COMPLETED.CONSTRUCTION FENCE AND POSTS SHALL BE 4. UPON COMPLETION OF STOCKPILING,EACH PILE SHALL BE 5. WALL AND SCREED LEVEL 2'THICK SAND OR STONE DUST BEDDING LAYER > REMOVED AND ALL D STURBED AREAS SHALL BE RESTORED TO SURROUNDED WI74 EITI-E zN1 R A SILT CE OR H AS AY BA-ES,THEN 6. PATERS ER5 I PATTERN*CHOSEN uSNG RUCK A�DROP METF�D Cut z AVERS AS REQUIRED USING POWER MASONRY*LET SSW. PRE-CONSTRUCTION CONDITION. STABILIZED WITH VEGETATION OF COVERED WITH TARP 1. mN VIBRATION PLATE COMPACTER OVER ENTIRE PATIO OR WALKS. 5. SEE SILTFENCE DETAIL FOE INSTALLATION OF SILT-FENCE. S. BRUSH POLYMER SAND OVER PAVERS AND WET TO LOCK PAVERS IN PLACE DETAIL TEMPORARY COSSTRUCTION FENCING) 1 DETAIL(TEiPORARY SiLT FENCE) 2 DETAIL(SOIL STOCKPiLFi PROTECrTON) 3 DETAIL(CONCRETE PAVER INSTALLATION) ^ 4 SCALE:1/2"=1'-0" SP4 SCALE:1a°=1'-0" kLP4 SCALE:1/2"=V-0" SP4 SCALE:1a' 1-► SP4 �n z EVERGREEN TREE DECIDUOUS TREE EVERGREEN TREE-GROUND DECIDUOUS TREE•PIWE BACK 114'ON-ATE LINE TO BE THE SAME AS SPRAY WITH ANTI-DE51CCANT ACCORDING EXISTED AT THE NURSERY b TO MANUFACTURER'5 INSTRUCTIONS-IF ry ti FOLIAGE 15 PRESENT.DOUBLE STRAND OF �, J 10 GAUGE GALVANIZED WIRE TWI5TED b 2 IR'DIA.-10'LONG CEDAR STAKE WITH a NOTCHED END(1'EXPOSED)-2 PER TREE GARDEN W05E CUT AWAY AND FOLD BACK 3 GUYS OF 10 GAUGE--- BURLAP FROM TOP OF BALL b 3'OF CEDAR MULCH J c 7-.7-O' TWISTED WIRE 120 DEGREES ry 7 / -/ APART AROUND TREE ra d BACKFILL TREE WITH TOPSOIL AND PEAT MOSS ^ -r�-�"-_ - G d b r- W TURNBUCKLE b� MIXED AT 3:1 RATIO BY VOLUME IN 9'LAYERS.ADD STARTER FERTILIZER TO BACKFILL PER FERTILIZER % '" %_ 7'" x / 4'S011 SAUCER 8 �lb�y DIRECiI .WATER EACH LATER UNTIL SETTLED �: ^^ C= 7.'3 n 24'X 214'STAKE i �� l 7- DRIVEN'FL US4 WITA ^/ !% • - -.i - FINISHED GRADE _ - _ / r �x 12'MNIMZ r f:,. x+ LU 6'FOR PLANTS U=TO 4'•0'N.HEI547 ' �' i QLA_5 TWICE T-0 HOLE JAB TO Till E AND MIN i�� 8'FOR PLANTS Q% V R 'BA`L DIAMET R ROO 94�DI t=R OVR 4'0'IN 4==64T TREE AND 6AW16 PLANTING NOTES I. ALL P,_ANTIW%5 WiTHIN DRIP LINE5 OF EXI5TINYj TREE5 TO REMAIN 5.IALL BE DLIG BY HAND OR A METHOD LEAST DAMAGING TO EXISTING_,TREE ROOTS. r � 2. .RAP ALL DECID'JOU5 TREES OVER 1'CALIPER WITH BURLAP OR AS*I LALTIC CRiNC-E<RX-T TREE WRAP. 3. TREE ROOT FLARE TO EXPOSED BY LANDSCAPING CJNTRACTOR OR C-R TO PLANTING 4. PLANT TREE AND SHRUBS 50 ROOT FLARE 15 LEVEL WIT.*OR'SLIGWTLY'WIG-TER T-IAN SUZRZOUND,1%EXISTING GRADE. � r_, 5. DO NOT MOUNT SOIL OR MULCH AT TR:E BASE(NO'VOLCANO'MOJNDS). ...� w 6. WATER TREES AND SHRUBS ONCE A DAY FOR FIRST T-IR EE WF_EKS AFTER PLANTING AND ONCE EVERY OTHER DAY THEREAFTER DURNG FIRST rj'WWNG SEASON.WATER`10RE FREE-QJENdTLY DURLNG HOT AND DRY WEATFER CONDITION. 1. TEE STAKES 5.IAL L B REMOVED NO LATER TWAIN ONE YEAR FROM DATE TREES AR=PLANTED. DETAIL'I'REL AND SHRUB PLANTING DETAIL C SCALE:1R"=1'4I" SP4 r Mil 14 z� Z `z z� cn LLI w� W`J z ��� � (��1.•Fir � David A. Barbuti Architect,Pc ARC 150 White Plains Road ��� ���► - Suite 103 .t �� $A arry•town,NY 10591 % 1: 914-909-5143 914-909-5144 DRA%\-N !' BY: CI•II;KliD a i'RQII_t."1'�U ?3031)-} 023 TO�!.�t S'ART Dii ITi: . ' \rchitccf!>Sea} 08-03-2023 S111 I l \o C1 ► I ► ` I , I z 135.36-1-22 ► \ Now or Fom►erly Fronk&Shoron Liotti ► Filed Mop Lot 20, Block A ` F.M.12931 I .� - � - _� S GOO 34'38'E ' N5°4 '00"W (Survey/Filed Map) \ Ex Stone Wol N 5°04'00"W Deed -- _ _ _ 297,1 I' 22.55' - -- �__ / N / , \ PROPOSED NEW WOOD DECK-\ AND PAVERS LOT COVERAGE PROP. DECK= 1,142.28 S.F TOTAL AREA = 1,334.00 S.F. , / X EX. CATCH 845IN o , \ RIM=131.45 0 f f' EX CATCH SASI x ,/r ,/ / TOX Lot 21 -� ✓= Filed Mop Lot 19, Block A o F.M.)f2931 Areo=29,060.228 S.F. I o 0.667 Acres _ n / / ,' / EXISTING FRONT PA770, STEPS AND I ,� MANHOLE 0 135.36-1-42 �j' -r7 L ,/�/ WALLS LOT COVERAGE- f7J5.00 S.F. RIM-132.09 Now or Formerly li'/loge of Rye Brook \ / / ,►/ , , _ ;; i _� EXISING DRIVFWAY LOT L0WMGE=4,189.68 S.F. 70, A\ EXIS77NG R£4R WOOD DECK ❑ r x=`"- x AND PA770 LOT CO✓FRAGE(TO r i _ v- ~ L - BE REMOVED, EX DECK=f655 S F � \ TOTAL ARIA =f1,061 PY1STING HOUSE LOT - - .,ce /C - \ COVERAGE=2,861.675.F. O f _ 1.4 W W \ N 65°44 20 W 5L--vey/Elea Map 135.36-1-20 I (, N o5°45 20 W Deed Sisson Schnur Now or Formerly \ 2_7 2�' Filed Map Lot 18, Block A F.M.12931 Q w O SITE LOT COVERAGE CALCULATION PLAN SCA1 F 1" w > LOT COVERAGE IMPERVIOUS SURFACE CALCULAT/ON W'� r EXISTING WOOD DECK AND PATIO- 1,061.00 S.F. � O U ~ � PROPOSED WOOD DECK AND PAVEMENT- 1,334.00 S F. n Z "� QC7 �l W� RYE BROOK ZONING SECTION 217-STORM WATER MANAGEMENT zz (J 217-7 "MINOR LAND DEVELOPMENT ACTIVITY" f; - NET INCREASE- 1,334.00 S.F. - 1,061.00 S.F. =27J..00 S.F. ¢ W ^ H NET INCREASE OF IMPERVIOUS SURFACE AREA IN LESS THAN 400 S.F., THEREFORE NO Z ADDITIONAL STORM WATER MANAGEMENT IS REQUIRED w V EGEND °x SITE LOT CO ERAGE L LOT Vfl ar / Low� L1D DEW ® LY57NO HOUSE MW PA V£I&T David A. Bar uti LOT CoHmor Archltect,PC EYSW DRAf WAY ��► ��� �� White Plains Road LOT ciomm6r xLsmvc PAv�vr ;< _? �. � to]03 E `Q q� town,NY 10591 914-909-5143 Fa 914-909-5144 ti 023 79 a \rch►cd,Seal _s Si}i-TA'No. DIVISION 1 :GENERAL DATA DIVISION 2:SITE WORK DIVISION 2: SITE WORK-CONT. ::1 I DIVISION 3 :CONCRETE DIVISION 4:MASONRY STONE AND CONCRETE MASONRY WALL5 SHALL CONFORM TO THE RECAMMENDED PRACTICE FOR ENGINEERED BRICK I. ALL WORK 15 TO BE PERFORMED IN ACCORDANCE WITH THE 2020 NEW YORK STATE CODES EROSION CONTROL NOTES BACK FILL ING AND COMPACTED FILL GENERAL NOTES I. ALL CONCRETE 15 TO BE CONTROLLED STONE CONCRETE COMPLYING WITH ALL AL 318 MASONRY',LATEST EDITION BY STRUCTURAL CLAY PRODUCTS INSTITUTE.AND'SPECIFICATIONS FOR THE DESIGN AND INCLUDING 2020 RESIDENTIAL CODE OF NY$(HEREIN AFTER REFERRED TO AS THE I. ALL EROSION CONTROL AND SEDIMENT CONTROL PRACTICES DURING CONSTRUCTION SHALL I. PLACEMENT OF FOOTING TO BE ON UNDISTURBED SOIL WITH A MINIMUM BEARNG CAPACITY OF BUILDING CODE REQUIREMENTS.CONCRETE 15 TO HAVE A MINIMUM ULTIMATE COMPRESSIVE CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY'BY NATIONAL CONCRETE MASONRY A58oCIATION 2020-RCNYS),2020 PLUMBING CODE OF NYS(2020-PCNYS),2020 MECHANICAL CODE OF N7$ BE INSTALLED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL BEST MANAGEMENT 2000 PSF.OR APPROVED COMPACTED FILL AS OUTLINED BELOW STRENGTH OF 3000 P.9.1.AT 28 DAYS.CONCRETE FOR GARAGES SLABS.CARPORTS SLABS. 2 ,ALL UNITS SHALL BE PLACED IN FUMING BOO,EXCEPT WHERE NDICATED (2020-MCNYS),2020 FUEL GAS CODE OF NYS(2020-FGCNYS),2020 ENERGY CONSERVATION PRACTICES MANUAL 1991 EDITION,NY$DEC's'REDUCED IMPACTS OF STORM WATER RUNOFF STEPS PORCH SLABS,AND SIDEWALKS EXPOSED TO WEATHER 15 TO BE MINIMUM OF 3500 CONSTRUCTION CODE OF NYS(2020-ECCCNYS)AND ALL LOCAL CODES,ORDINANCES AND FROM NEW DEVELOPMENT',WESTCHESTER COUNTY DEL.AND CITY OF TOWERS 2 PLACEMENT OF FLOOR SLABS AND PAVEMENTS ARE TO BE PLACED ON COMPACTED FILL PSI CLASS'13''AIR-ENIAINED'CONCRETE.SEE FOUNDATION PLAN$FOR LOCATIONS OF 3 CONCRETE MASONRY UNITS(CMU)ARE To BE GRADE'N',TYPET COFOR"NG To AS.TM c-W.'HIOLLOW LOAD BEARING REGULATIONS OF AGENCIES HAVING JURISDICTION ALL CONTRACTORS AND SUB REGULATIONS AT%%OF MAXIMUM DENSITY COMPLYING WITH ASTM DI551.LAWN AND UNPAVED AREAS ARE CONCRETE WITH A HIGHER COMPRESSIVE STRENGTR WITS'.CMU WIDTHS FOR WALL THIGONE55'A5 NDICATED ON THE DRAWINGS.PROVIDE CORER SASH.HALF HEIGHT AND CONTRACTORS ARE TO COMPLY WITH ALL OSHA REQUIREMENTS PERTAINING TO THEIR WORK TO HAVE COMPACTED FILL AT W%OF MAXIMUM DENSITY.PROVIDE MAXIMUM PERCENTAGE ALL OTHER TYPES OF CFU REQUIRED TO L COLOR M DUCAT WALLS AS INDICATED 4 FACE BRICK l5 TO BE OF TYPE,SITE AND COLOR AS NDICATED ON THE DRAWINGS CONFORMING 10 ASiM G216'FACING 2. EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL HAVE THE FOLLOWING: OF DENSITY AS SPECIFIED. 2. CONCRETE 15 TO BE PLACED IN CONFORMANCE WITH AL 304,LATEST ADDITION CONCRETE BRICK(501.0 MASONRY WITS MADE FROM CLAY OR SRALEI 2 THE GENERAL CONTRACTOR(GL.)AND ALL SUBCONTRACTORS ARE TO PROVIDE ALL LABOR, • EROSION CONTROL BARRIERS-SILT FENCES AND/OR HAY BALES! 15 NOT TO BE SUBJECT TO DROPS OF MORE THAN 5'-0' MATERIALS,TOOLS,EQUIPMENT,SCAFFOLDING,SUPPLIES,LAYOUT AND SERVICES NECESSARY • SEDIMENT TRAPS! 3. BACK FILLING AND COMPACTION R AT FOUNDATION WALLS AND PIERS ARE TO BE PERFORMED 5 MANUFACTURER:OBTAIN ALL CM FROM ONE MANUFACTURER BEND OF UNIFORM SIZE.COLOR AND TEXTURE FOR EACH CMU TYPE EQUIRED FOR EACH CONTINUOUS AREAAAND EACH VISUAL RELATED AREAS TO EXECUTE AND COMPLETE ALL WORK AS REQUIRED BY THE CONSTRUCTION DOCUMENTS, • SOIL STABILIZATION! ON EACH SIDE SIMULTANEOUSLY.DIFFERENCES IN FILL ELEVATIONS ARE NOT TO EXCEED 6' 3. ALL POURS ARE TO BE TERMINATED BY FORMS.PROVIDE KEY WAYS AS INDICATED ON THE UNLESS OTHERWISE NOTED PREPARATION AND INSTALLATIONS TO BE IN STRICT ACCORDANCE • TRACK PADS(CONSTRUCTION ENTRANCE): ON EITHER SIDE OF THE FOUNDATION AT ANY TIME. DRAWINGS AND AS DIRECTED BY THE ARCHITECT, b MORTAR 15 TO BE TYPE'S'MORTAR IN CONFORMANCE WITH ASTM C-2101iORTAR FOR UNIT MASONRY AVERAGE WITH THE MANUFACTURER'S LATEST WRITTEN INSTRUCTIONS WHETHER OR NOT SPECIFICALLY • DUST CONTROL AND C I PRESSIVE STRENGTH TO BE WO P5.1.AT 28 DAYS. NOTED ON DRAWINGS. • SOIL STOCKPILE AREAS RINGED WITH SILT FENCE. 4. BACKFILLING AGAINST BASEMENT FOUNDATION WALLS SHALL SHALL NOT BE DONE UNTIL THE 4. ALL CONCRETE 15 TO BE FORMED,UNLESS OTHERWISE APPROVED BY THE ARCHITECT. 1 ALL MA504RY WALLS TO BE PROPERLY SHORED AGAINST WIND AND OTHER LATERAL LOADS INTL FLOOR AND ROOF CONCRETE OR MORTAR HAS CURED AT LEAST 1 DAYS AND THE BASEMENT SLAB AND FIRST CONSTRUCTION IS COMPLETELY INSTALLED THE GL 1510 ASSUIS FULL RESPONSIBILITY FOR MASONRY WALL STABILITY ✓; 3. THE G.C.AND ALL SUBCONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH ALL 3. A TRUCK CONSTRUCTION ENTRANCE PAD SHALL BE INSTALLED AT THE CONSTRUCTION SITE FLOOR DECK 15 INSTALLED,OR IF THE CONTRACTOR PROPERLY BRACES THE BASEMENT 5 OBTAIN CONCRETE MANUFACTURER'S CERTIFICATES OF COMPLIANCE SHOWING CONCRETE B. PROVIDE ALL ANCHOR BOLTS WITH NUTS AND WASHERS,IN SIZES AND QWANTITE5 INDICATED ON THE DRAWINGS,THAT ARE APPLICABLE CODES AND REGULATIONS IN REGARDS TO THEIR WORK FOR THEY WILL BE ENTRANCE TO REMOVE SEDIMENT CAPTURED ON THE TRUCKS ENTERING AND LEAVING THE WALLS TO RESIST THE SOIL PRESSURES OF THE BACKFILLING OPERATIONS CLASS,AGGREGATE SIZES,ADDITIVES USED AND FIBER MESH REINFORCEMENT(IF TO BE EMBEDDED INTO MASONRY.ANC'.14OR BOLTS ARE TO CONFORM TO THE STANDARDS OF AS.Tn A-301. Z RESPONSIBLE FOR SAME. SITE SEE EROSION CONTROL SHEET FOR ADDITIONAL INFORMATION. APPLICABLE). 3 COORDINATE INSTALLATION OF ALL E'BEDMENTS PROVIDED BY OTHER TRADES 5. AT NO TIME SHALL BULLDOZER,CONCRETE TRUCKS OR OTHER HEAVY EQUIPMENT BE .-. 4. THE G.C.15 TO FILE WORKER'S COMPENSATION WITH THE BUILDING DEPARTMENT. 4. AREAS NOT SUBJECT TO ONGOING EARTHWORK OR CONSTRUCTION,SOILS ARE TO BE PERMITTED TOP APPROACH FOUNDATION WALLS CLOSER THAN W-O'. 6. THE FOUNDATION SUBCONTRACTOR 15 TO OBTAIN CONCRETE TEST CYLINDERS=OR EACH 10 CONSTRUCT ALL OPENINGS,SLEEVES,CAME5 ETC,REQUIRED BY OTHER TRADES AND AS NDICATED ON THE DRAWINGS `' SEEDED AND MULCHED TO REDUCE THE AMOUNT OF SOILS EXPOSED TO RAINFALL. CLASS OF CONCRETE SPECIFIED.TAKE TWO(2)CYLNDER5 EACH FOR EACH WCU.YDS.OR It MoataR JOINS ARE TO BE STRAIGHT AND LEVEL,OF A UNFORM THICKNESS AND DEPTH THWCIOE5S TO BE BETWEEN 3/8' --I 5. THE G.C.IS TO IS TO OBTAIN AND PAY FOR THE BUILDING PERMIT.THE SUBCONTRACTORS ARE 5. DURING PERIODS WHEN SOILS BECOME DRY AND SUBJECT 10 BECOME AIRBORNE, b. SOILS FOR BACK FILLING AND COMPACTION ARE TO BE FREE OF ORGANIC MATERIAL,ROCK FRACTIONS THEREOF.TEST ONE(1)CYLINDER AT SEVEN(1)DAYS AND ONE(1)CYLINDER AT AND 10•JOINS AT INTERSECTING CORNERS MUST MEET. TO OBTAIN AND PAT FOR PERMIT REQUIRED N CONNECTION WITH THEIR WORK WATERING SHOULD BE UTILIZED TO SPRAY AND MOISTEN THE SOILS.(SUBJECT TO DROUGHT OR LUMPS GREATER THAN 6',OF PREDOMINATELY GRANULAR NON-EXPANSIVE SOILS,FREE 28 DAYS CYLINDER TESTS TO BE PERFORMED B7 A CERTIFIED TESTING LABORATORY.TEST cr. RESTRICTIONS). OF ROOTS AND OTHER DELETERIOUS MATTER,SUBJECT TO THE APPROVAL OF THE SOILS REPORTS ARE TO INCLUDE CONCRETE CLASS,SLUMP,GAGE AND LOCATION OF CONCRETE R WORK * •INSTALL ALL BUILT IN IlET15 SPECIFIED ON THINE DRAWINGS AN IN THE SPECIFICATIONS 7_ C ,_,I 6. THE G.C.AND ALL SUBCONTRACTOR'S AR3=TO ARRANGE FOR AND PAT ALL FEES IN ENGINEER AND THE ARCHITECT. SUBMIT THREE(3)COPIES OF TEST REPORTS TO 114E ARCHITECT FOR REVIEW AND 0 GROUT FOR FILLING CM�5 SOLIDLY 15 TO BE TYPE 19'OR TYPE'S'MORTAR IN CONFORMANCE WITH A5.TM.C-41b - CONNECTION WITH ALL REQUIRED INSPECTIONS b. EXPOSED SOIL STOCKPILE AREAS ARE TO BE RINGED WITH FILTER FABRIC SILT FENCING. APPROVAL. GROUT FOR WiT MASONRY'. - STOCKPILES SHALL NOT BE LOCATED WITHIN 50 FEET OF SLOPES,ROADWAYS OR 1 50 L MOISTURE TO BE WITHIN OPTIMUM MOISTURE CONTENT.BEFORE COMPACTING MOISTEN OR v 001 1. PLANS ARE SUBJECT TO CHANGES AS DIRECTED BY THE BUILDING DEPARTMENT. DRAINAGE FACILITIES.ALL EXPOSED SOIL STOCK PILES SHALL BE COVERED AT THE END AERATE EACH LAYER TO PROVIDE OPTIMUM MOISTURE CONTENT.ANY SOIL WHICH IS TO UJEt 14 FILL CU CORES SOLIDLY WITH GROUT A MNi1M OF THREE(3)COURSES UNDER EACH LINTEL BEARING PLATES, cn 1. THE FOUNDATION SUBCONTRACTOR IS TO SUBMIT FOUR(4)COPIES OF THE STEEL EMBEDMffMS,OR OTHER SKLAR CONDIVONS,UNLESS OTHERWISE NOTED Lc ._l OF EACH DAY TO PREVENT SOIL EROSION AND SOIL LOSE FROM RAINFALL EVENTS. TO COMPACT MUST BE REMOVED,STOCKPILED AND SPREAD AND ALLOWED TO DRY PRIOR REINFORCEMENT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL.THE SHOP DRAWINGS 8. THE G.C,AND ALL SUBCONTRACTORS ARE TO REVIEW THE CONSTRUCTION DOCUMENTS, TO PLACEMENT ARE TO INDICATE REINFORCEMENT TYPE,SIZES,QUANTITIES,PLACEMENT AND ALL BENDS 15 PROVIDE(RECAST REINFORCED CONCREiE LINTELS AS INDICATED ON THE DRAWINGS AT THE OPTION OF THE GC,STEEL SPECIFICATIONS,NOTES AND ADDENDUM'S THOROUGHLY TO DETERMINE THE EXTENT OF WORK 1. ALL EXPOSED MASS EXCAVATION AREAS AND OPENING TRENCH AREAS SHALL BE AND LAPS FOR ALL FOUNDATION REINFORCEMENT AS INDICATED ON THE DRAWINGS. ANGLES OR STEEL BEAM LNTELS,PROPERLY SIZED FOR THE REOUIRED LOADS MAY BE USED ALL LINTELS To BEAR A ^ P4 UNDER THEIR TRADE AND THE WORK OF OTHER TRADES REQU R NG COORDINATION,FOR THEY COVERED AT THE END OF EACH DAY TO PREVENT SOIL EROSION AND SOIL LOSE FROM 8. PLACE BACK FILL IN LAYERS NOT TO EXCEED 8'IN LOOSE DEPTH. MINI1M OF 4'ONTO SUPPORTS. WILL BE RESPONSIBLE FOR SAME.THE ARCHITECT WILL CLARIFY ANY D SCREPANCIES OR RAINFALL EVENTS CUT AND F LL SLOPES SHALL BE CONSTRUCTED IN A MANNER TO MINIMIZE 8. ELECTRICAL SERVICE GROUNDING IN FOOTINGS THE NATIONAL ELECTRIC CODE(NEL.) Ib PROVIDE SPANDREL U4TERPROOFNG AT ALL SPANDREL GIRDERS,STEEL LINTELS,DOOR AND WIDOW HEADS AND CONTRACTOR QUESTIONS IN WRITING PRIOR TO BID SUBMISS OR EROSION. 9. DO NOT PLACE BACK FILL MATERIALS ON SURFACES THAT ARE MUDDY FROZEN OR CONTA N REQUIRES THAT A CONCRETE ENCASED ELECTRODE CROWDING'LIFER'GROUND BE WERE EVER ELSE INDICATED ON THE DRA"_%5.USE FABRIC FLASHING AS MANUFACTURED BY 1NERVASTRAL'TYPE SEAL FROST. INSTALLED INTO THE STRUCTURES FOUNDATION.PRIOR TO POURING THE CONCRETE FOOTING PRUF APPROVED EfilA1 INSTALL PER MANUFACTURERS INSTRUCTIONS .ccl 9. DO NOT SCALE DRAWINGS.USE COMPUTED DIMENSIONS ONLY.IF A DISCREPANCY 15 8. OFF SITE PAVED ROADWAYS SHALL BE KEPT CLEAN AT ALL TIMES. THE FOUNDATION CONTRACTOR SHALL COORDINATED WITH THE ELECTR CAL CONTRACTOR TO n PROVIDE VERTICAL AND HORIZONTAL CONTROL AND EXPANSION JOINTS IN ALL EXTERIOR MASONRY WALLS.MAX M DISCOVERED,CONTACT THE ARCHITECT FOR CLARIFICATION PR OR TO PROCEEDING WITH THE 10 '*ROvIDE THE SERVICES OF A CONSTRUCTION SOIL ENGINEERED TO DO ONE FIELD 501E NAVE THE ELECTRICAL CONTRACTOR INSTALL THE CONCRETE ENCASED'LIFER'GROUNDING SPACING TO BE 70'•O'OL PRIDE CONTROL AND EXPANSION JOINTS EVEN F NOT SPECIFIED ON THE DR411065 I .�OOC S. ALL CATCH BASIN INLETS AND TRENCH DRAINS SHALL BE PROTECTED WITH HAY BALES. � . � DENSITY TEST FOR EVERY?000 SF.OF PAVED AREA,BUT NOT LE55 THAN 3 TESTS PRJV JE SYSTEM. W CAULKIG FOR CONTROL AND EXPANSION JOINTS TO 9E GE 51LI„OIE BASE SEA-ANT OR AN APPROVED EQILAL INSTALL TO THE ARCHITECT A WRITTEN REPORT PREPARED BY THE SOIL ENGINEER CERTIFYING THAT WIT.!APPROPRIATE FOAM BACKER ROD IN ACCORDANCE WITH MANFACTURER'S INSTRUCTIONS 10. ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS ARE TO BE CONSIDERED 10. ALL DEWATEQING OPERATIONS SHALL DISCHARGE THROUGH A SOIL EROSION AND THE COMPACTION REQUIREMENTS HAVE BEEN OBTAINED.STATE IN THE REPORT THE AREA Or 9. ALL STEEL REINFORCEMENT 15 TO BE DEFORMED BARS OF INTERMED ATE GRADE NEW BILLET P4 ALL MASONRY WORK 15 TO BE REINFORCED WITH GALVANIZED IXUR-O-WAL'JOINT REIFORC_EMENT EVERY?ed BLOCK n A5 REASONABLY CORRECT,BUT IT 15 UNDERSTOOD THAT THEY ARE SUBJECT TO SEDIMENT CONTROL FACILITY FILL OR EMBANKMENT,THE COMPACTION DENSITY OBTAINED.SOIL MOISTURE CONTENT AND STEEL A-615 GRADE 60 BENDS IN REINFORCEMENT ARE TO BE SHOP FABRICATED FIELD COS UALE56 OTHERWISE NOTED'DJR-O-WAL'1510 BE PLACED N THE FIRST AND SECOND BED JOINTS ABOVE AND ^-4 MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO THE TYPE OR CLASSIFICATION OF THE FILL MATERIAL PLACED. BENDS WILL NOT BE PERMITTED. BELOW OPENINGS AND IN EVERY SECOND BED JOINT WRO 54011JT REMAINDER OF WALL REINFORCING 15 TO OVER!AP W 7 MEET ANY UNFORESEEN OR OTHER CONDITIONS. 11. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED MNITUI ON A DAILY BASIS TO INSURE THAT TEMPORARY AND PERMANENT DITCHES,PIPES AND IL IF IN THE OPINION OF THE SOILS ENGINEER OR THE ARCHITECT BASED ON REPORTS OF THE 10. ALL REINFORCEMENT STEEL 15 TO BE SECURELY WIRED TOGETHER IN THE FORMWORK TWO 20 ;-M BRICK OR CMU VENEER.'',WITH STUD WAN.BACKUP,USE CORRUGATED GALVANIZED BRICK TIES SCREWED To STUDS 11. THE G.C.AND ALL SUBCONTRACTORS 15 TO INVESTIGATE THE JOB SITE AND ALL EXISTING STRUCTURES ARE CLEAR OF DEER 5,THAT EMBANKMENTS AND BERMS ARE NOT BREAC,4ED, TESTING LABORATORY,SUB GRADE OR FILLS 041CH,GAVE BEEN PLACED Ale BELOW WAY MATS OF STEEL ARE TO BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. AT A M AXMP SPACING OF 24'OL.VER 1CALLY AID i6'OL HORIZONTALLY.fI TIE PER 3 SF.OF VENEER FACE AREA CONDITIONS PRIOR TO SITTING BIDS AND START OF CONSTRUCTION ALL EXISTING AND THAT ALL HAY BALES ARE INTACT. SPECIFIED COMPACTION DENSITY,PROVIDE ADDITIONAL COMPACTING AND TESTING AS MA IMM) CC� SUBMITTING /_ `r, CONDITIONS AND DIMENSIONS TO BE FIELD VERIFIED.DISCREPANCIES AND UNCOVERED REQUIRED TO BRING SOIL COMPACTION UP TO SPECIFIED REQUIREMENTS. 11. THE FOUNDATION SUBCONTRACTOR 15 TO PROVIDE HIGH CHAIRS,SPACERS,SUPPORTS,ETC. 2L PROVIDE KOR.FIL'INSULATION IN ALL CMU WAILS EXPOSED TO THE EXTERIOR -=' ;/� CONDITIONS NOT ADDRESSED SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER AND 12. DUST SHALL BE CONTROLLED BY SPRINKLERING OR OTHER APPROVED METHODS AS NECESSARY FOR THE PROPER PLACEMENT OF THE REINFORCEMENT STEEL. � - -I THE ARCHITECT. 12 OBTAIN THE CONSTRUCTION SOIL ENGINEER AND THE ARCHITECT'S APPROVAL OF THE SUB 22 T�ZING CONTRACTOR I$10 PROTECT ALL MASONRY WALLS FROM COLD WEATHER INSTALLATIONS TO PREVENT MORTAR FROM GRADES AND FILL LAYERS BEFORE SUBSEQUENT CONSTRUCTION IS PERMITTED. 12. PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS U 12. ALL WORK 15 TO BE PERFORMED IN A NEAT,PROFESSIONAL MANNER BY SKILLED MECHANICS ' ✓• EXCAVATING AND GRADING GENERAL NOTES . CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH --------3' xm _, r L THE SITE CONTRACTOR IS TO PROVIDE ALL LABOR,MATER ALS,TOOLS AND EQUIPMENT FOR . V 13. THE G.C.AND ALL SUBCONTRACTORS ARE TO BE RESPONSIBLE FOR THE PROPER EARTHWORK AS INDICATED ON THE DRAWINGS STORM WATER RETENTION SYSTEM CONSTRUCTION NOTES-RESIDENTIAL DIVISION 5 :METALS - PERFORMANCE OF THEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND I. PIPING AND OTHER CONVEYANCE STRUCTURES SHALL BE PLACED AWAY FROM PROPERTY EXPOSED TO EARTH OR WEATHER 05 BAR OR SMALLER)-----1 1/2' _ SECURITY ON THE SITE Al ALL TIMES.SPECIAL ATTENTION TO SAFETY 15 TO BE PROVIDED 2, THE SITE CONTRACTOR IS TO EXAMINE EXIST NG 5 TE COND TIONS,SOIL CHARACTERISTICS, LINES AND BUILDINGS,AT A MINIMUM OF 5 FEET FROM PROPERTY BOUNDARIES AND A STEEL CONSTRUCTION SHALL CONFORM!TO AI SC'MANUAL OF STEEL CONSTRICT ON'LATEST EDI11ON. c, `= DURING ALL REQUIRED DEMOLITION WORK THE ARCHITECT AND THE ARCHITECT'S AGENT'S CONTOURS,TREE AND UTILITY LOCAT OHS,AND OTHER OBSTRUCTIONS THAT MAY BE MINIMUM OF 10 FEET FROM THE EXTERIOR FACE OF ANY BUILDING. • EXPOSED TO EARTH OR WEATHER(%BAR OR LARGER)-------2' - c ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND IS HELD HARMLESS AND 2 MATERIALS FOR STRUCTURAL STEEL SHALL CONFORM TO THE FOLLAJ/6Y�ASTM SPECIF CATIOS: . 2 INDEMNIFIED BY ALL CONTRACTORS FROM ANY CLAIMS,LOSSES,SUITS,OR LEGAL ACTIONS ENCOUNTERED ON THE SITE DURING EXCAVATING. WF COUIMS,PIPE COLIMNS,BEAMS GIRDERS.MISC STEEL A5TM A-3b 1. ONSITE STORM WATER RETENTION SYSTEM SHALL BE CULTEC INFILTRATOR CHAMBERS,OF • NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: BEARING PLATES,BASE PLATES AND CAP PLATES:ASTM A-36 ARISING ARISiNIG FROM THE CONTRACTORS PERFORMANCE OF THE WORK ON THIS PROJECT 3, CLEARING AND GRUBBING:THE ENTIRE SITE 15 TO BE CLEARED OF ALL VEGETATION. SIZES AND CONFIGURATION AS INDICATED ON THE DRAWINGS. • STRUCTURAL TUBING COLUMNS ASTM A500 N=46 kaf RUBBISH,FENCES,ABANDONED UNDERGROUND PIPES AND OBSTRUCTIONS. SLABS,WALLS AND JOISTS-----------------------3/4' r, �' 14. THE G.C.15 TO RETAIN THE SERVICES OF A LICENSED LAND SURVEYOR AND PAY THE FEE TO 3. ONSITE$TORy 1 DRAINAGE PIPES SHALL BE RANCOR'SURE LOK'PIPE WIN SMOOTH 3 ALL BOLTED CONNECTIONS SHALL BE MADE USING HIGH STRENGTH A325-F BOLTS 3/4'DIAMETER(STALLED N V., � c. � L Z%"� i LOCATE AND STAKE THE PROPOSED STRUCIURE(S).THE LAND SURVEYOR IS 10 ESTABL SW ACCORDANCE WITH'SPECIFICATIONS FOR SfidCNRAL JOINT5'USNG A325 OR A4W BOLT5 UNLESS OTHERWISE z /, ;-7- - - .-•/r..., INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS,5DR-35 PVC OR APPROVED EQUAL, BEAMS,GIRDERS,COLUMNS DETAILED. .e.•-' • - _ !:• - " 2 4. REMOVE ALL STUMPS,ROOTS,AND DEBRIS TO A DEPTH OF 24'IN THE AFFECTED AREA. ' 1 THE GRADE DATUMS)IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS SUITABLE FOR H-20 LOADING. • (PRINCIPAL REINFORCEMENT,TIES• :r `''-''' `'`` ul �-,,-' % • STIRRUPS OR SPIRALS) I�� 4 STEEL CONCRETE REINFORCEMENT BARS NEW BILLET STEEL DEFORMED BARS ASTM A 65 GRADE bO SIZED AS - �,C 5. STRIP ALL TOP SOIL AND ORGANIC SOILS FROM THE SITE.STOCKPILE AWAY FROM BUILDING NOTED ON DRAWINGS.WELDED WIRE FABRIC(UIF) ASTM AIRS,SIZES AS NOTED ON DRAWINGS .; .f=- = /.,-' � 15. THE G.C.15 TO NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS PR OR TO THE 5. TRENCH DRAIN5 SHALL BE ACO 5100K POWERDRAIN,b'WIDE.TRENCH DRAIN COVERS AND � ^�=J'" " -..I z POURING OF CONCRETE FOOTINGS. SITE AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT.DO NO1 BURY 5 PROVIDE IR'DIAMETER X I'-b'LONG MNMM i4 EADED ANCHORS BOLTS AT b-0'OL MAXIIM MNI7M 2 PER PLATE .,0:�-^, - r-,v':��-C`' BASES OF TREES SCHEDULED TO REMAIN.PROTECT TREES TO REMAIN. FRAMES SHALL BE CAST IRON,SUITABLE FOR N-20 LOADING,OR AN APPROVED EQUAL. 13. LENGTH OF REINFORCEMENT SPLICES ARE TO CONFORM TO AL.I.BUILDING CODE F _ G f%-^ TO ANCHOR EXTERIOR SILLS.ANCiM BOLTS SHALE BE ON A36 OR A301 STEEL.EMBODMWT iO BE 8'FOR POURED -. �_ %%j _"•.,_- REQUIREMENTS BUT IN NO CASE ARE THE SPLICES TO BE LESS THAN 30 BAR DIAMETER5 OR CONCH IE 6'FOR CMJ %.% /_., ,� - ,1" I6. THE GL.15 TO SECURE AND PAY FEES FOR THE CERTIFICATE OF OCCUPANCY AFTER r I E y x=-; - -: C ,, ,, r � 6 EXCAVATING AND TRENCHING OF UTILITY LINES IN LOCATIONS INDICATED ON T-IE 5 TE PLAN. b. ONSITE CATCH BASIN,YARD DRAINS AND AND OTHER DRAINAGE STRUCTURES SHALE BE A5 OTHERWISE APPROVED B7 TH_ARCHITECT I I- r �_` �• •,,_ ,_.,�` �/�,��G;�` COMPLETION OF THE WORK AS INDICATED ON THE CDNSTRUCTION DOCUMENTS,ADDENDA'S, c o fl RESIDENTIAL GRADE•HOPE IN CCVSTRUCTION UNLESb OTHERWISE NOTED.DRAINAGE b ALL STEEL 5QA.L BE SHOP PANTED WITH GRAY ZINC CHROMATE PRIER 20 MILS.N 11WICK E55.Ex',.EPT ul-ERE.C D .f- rJ r.:..r / , F F F OCCUPANCY �EPTrl5 TO B_AS REQUIRED FOR FROST PROTECTION,,ITC,-1,AND UTILITY COMPANY WELDING IS TO BE DONE.AL_WELDS AND BARE SPOTS SIALL RECEIVE TOUCHUP PANTING n i-' , -'- - .-,�c-r AND APPROVED CHANGE ORDERS.SUBMIT COPIES OF THE CERTIFICATE OF OC.U'*ANL 7 TO F STRUCTURES IN DRIVEWAYS OR SUBJECT TO VEHICLE TRAFFIC 54ALL BE SUITABLE FOR 14. WELDED WIRE FABRIC 15 TO CONFORM TO A.S.TT1.SPECIFICATION A-185. / / -_r-r[j� ;-,'� r-7. REQJIR_R1_NTS. THE OWNER PRIOR TO SUBMITTING FOR FINAL PAYMENT. H-20 LOADING. 1. ALL COLUIS UNLES5 OTHERWISE NOTED,SHALL BE 4-DIAMETER STANDARD WEIGHT(MIN)STEEL PPE COLUMNS WRH � � "� �-'� - t-�C z 1 GRADE AREA TO ROUGH GRADES SLOPED PER SITE PLAN GRADING.SUB GRADES ARE TO 15. ALL SLABS ON GRADE ARE TO BE REINFORCED WITH WELDED WIRE FABRIC 3/4'DOULN FROM BEARING PLATES At TOP AND BOTTOM WELDED To ca_u1v PRIGS COAT of PAIN TO�APP.IED AFTER WELDIG :;�C I x:;�,-�;_, ^�'_L% Il. NO EXTRA CHARGES WILL BE ACCEPTED DUE TO AN INCOMPLETE FIELD OBSERVATION BY f10'xl0'x5/8'BOTTOM RATE,UNLESS NOTED OiHERWASE) = BE 6'BELOW LAWAJLED AREAS,AND 6'BELOW ASPHALTIC PAVEMENTS.SEE BACK FILL!' 1. MINP1UM PIPING TRENCH WIDTH SHALL BE 8'ON THE OUTSIDE OF 4'AND 6'PIPES,AND 12' TOP OF S.-AB AND OVER ANY P PE5 OR CONDUITS IN THE SLAB.SIZE AND TYPE TO BE AS ✓f`�i• /i-. - THE G.C.AND ALL SUBCONTRACTORS,EXCEPT FOR HIDDEN CONDITIONS AS DETERMINED B7 ON THE OUTSIDE OF 15'OR GREATER PIPES. INDICATED ON THE DRAWINGS BUT N NO CASE IS THE WUWF.TO BE LESS THAN(oxb-W1.4N11.4 /`'V,";n ;-, n'" =•�x c=, THE aRCHlrct AND�oMPACTION NOTES FOR ADDITIONAL INFORMATION. DIVISION 6:WOOD AND PLASTICS %,f�_ _ .--f`-J''- WUUF.FOR 4'SLABS AND b X 6 W19 W2.9 WUl1F.FOR 6'THICK SLABS �/_,^i% x t,-L-�i-7^x 8. EXCAVATE FOR BUILDING FOUNDATION 14 AREA INDICATED ON THE SITE PLAN.BOTTOM OF a PIPING TRENCHES SHALL BE BAC<FILLED WIT.N CLEAN:_)ARSE GRAVEL/SAND AND Ci..f.-_-,7_?O -^ •7-.q",T 18. THE OJNER AND/OR THE ARCHITECT RESERVES THE RIGHT TO FEQUEST SUBMITTALS AND/OR = r I '*LACED IN 12'LIFTS MAXIMUM WHICH SMALL BE COMPACTED TO%96 MINIMUM,PROCTER I6. FIBER MESH REINFORCEMENT INTEGRAL WITH THE CONCRETE`11X MAY BE SUBMT TUTED FOR O =Cr,G!i i Z-~% � %- SHOP DRAWN65 FOR AP'*ROvAL ON ANY AND ALL TEMS SPECIFIED ON THE DRAWINGS FOOTING ELEVATIONS ARE AS INDICATED ON THE CONSTRUCTION DOCtJ'"9ENTS.SOIL AT r'o I >= I � � DENSITY. WJUF.IN 4'SLABS ON GRADE. t AL!FRAMING SRAL BE DUNE N ACCORDANCE WITH 114E LATEST EDITION OF THE TNATIONAL DESICdJ 5°ECFICA110N FOR INCLUDING BUT NOT LIMITED TO STRUCTURAL STEEL STEEL REINFORCEMENT,DOOR BOTTOM OF FOOTING TO BE ACCEPTABLE UNDISTURBED 501E OF THE BEARING CAPACITY Sk_%GRADED USER AND ITS FASTENINGS'AS FUBLISED BY THE NATIONAL LUMBER MANUFACTURERS ASSOCIATION HARDWARE,PLUMBING AND ELECTRICAL FIXTURES AND-NvAC EQU 9MENT THE CONTRACTOR INDICATED. S. PI'*ES SHALL BE PLACED ON A MINI`1UM OF 12'OF PIPING BEDDING OR AS RECOMMENDED 11. WUUF.15 TO LAP ONE FULL MESH SQUARE AT ALL SIDE AND END LAPS AND BE W RED t ALL_WEER MATERIALS USED N THE BUILDING$HA!L BE GOOD,SOUND,DRY T14TERW FREE FROM LAME AND LOOSE MUST SUBMIT(3)COPIES OF EQUIPMENT AND FIXTURE CUTS ON TEMS THAT THE CONTRACTOR BY THE PIPE MANUFACTURER TOGETHER KNOTS S,NaKES AND OTHER PPERFECTIONS U•EREBY THE STRENGT4 MAY BE IMPAIRED AND OF SUED INDICATED ON , IN 15 REQUESTING TO SUBSTITUTE FOR THE ITEMS SPEC FIED ON THE DRAWINGS. S. IF SOIL AT BOTTOM OF FOOTING ELEVATION 15 NOT SUITABLE FOR BEARINL's OF FOOTING, DRAIIG5 O REMOVE SOIL AS REQUIRED AND BACK FILL WITH APPROVED FILL AND COMPACT TO 95%OF I = oc = ,, r r 3 ALL UDkCMUANrrIiP INCLUDING STRd1CNRA!FRAMI►G,NALIG,E3LOCKIG,BRIDGIG,ETC SHALL CONFORM TO TUNE c I MAXIMUM DENSITY. 10 BASEMENT FOOTINGS SrIAL_GAVE 4'PERFORATED HOPE PIPE WITH FILTER FABRIC SOCK 18. THICKNESS'AND REINFORCEMENT OF STRUCTURAL SLABS ON GRADE DUE TO SPECIAL ALLREC WD MEWS OF THE 1010•RSTRU 19. THE GENERAL CONTRACTOR AND ALL S'JB CONTRACTORS ARE TO GUARANTEE WORK UNDER COVERED WITH A MINIMUM OR 2'-O'HIGH X 2-0'WIDE CLEAN,Y4'CRJSH STONE.CRUSHED LOADING RE0111REMENTS SHALL BE NOTED ON THE DRAWINGS. r_� Z THEIR CONTRACT INCLUDING PARTS AND LABOR FOR A PERIOD OF ONE(1)YEAR FROM THE STONE SHALL 3E COVERED WITH FILTER FAB@IC TO PREVENT SOIL FROM CLOGGING 4 ALL NEWDMENNSIONAL LUMBER 5•{4LL BE DOUGLAS FIR No 2 OR BETTER WRa MILL F$=R50 P51 AND E WOWP5 �1•� 10 AT THE APPROPRIATE TIME,THE SITE CONTRACTOR CONTRACTOR IS TO SPREAD DATE OF THE OWNER'S FINAL ACCEPTANCE. o : CRUSHED STONE.RUN FOOTING DRAIN AWUAY FROM MOUSE TO DAY_WGHT IF POSSIBLE, 19. POUR SLABS CIN GRADE IN ALTERNATING LANE(CHECKERBOARD)PATTERNS NOT TO e1 STOCKPILED TD'*SDIL OVER DISTURBED AREAS TO A MINI`1UM THICKNESS OF 6'A TER 5 ALL DIMENSIONAL L'BBER SHALL BEAR v158LE GRATE STAMPIG AVD BE KILN DRY. �r� RTC COMPACTION.GRADE TO MEET FINISHED GRADES AS INDICATED ON THE SITE PLAN TOPSO L CONNECT TO CULTEC INFILTRATOR CHAMBER,OR CONNECT TO SUMP PIT AND SUMP PUMP AS EXCEED 800 SF.N AREA,OR MORE THAN 40 FEET IN LENGTH BETWEEN CONSTRUCTION OR W H 4J-� 10.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFOSIM WORK DURING CONSTRUCTION OF I5 TO BE FREE OF ROCKS LARGER THAN 3'IN DIAMETER TREE ROUTS AND STUMPS AND INDICATED ON THE D116S. EXPANSION JOINTS PROVIDE DIAMOND SHAPED ISOLAT ON JOINTS AT ALL INTERIOR b ENGINEERED WISER 9WJCIS(TJI JOISTS,LVL's,L5!'s.AND PSLb)SHUALL BE BY'ILeve BY WEYERHLAEUSEW OR AN '*ROJECT AND ASSUMES NO RESPONSIBILITY FOR INSPECTIONS,CHANGES IN DESIGN OR OT-ER UNACC='*TABLE DEBRIS. COLUMNS.EXPANSION JOINTS ARE TO BE MADE FROM PRE FORMED ASPHALT IMPREGNATED APPROVED E2A-INSTALLATION OF ENGNEERED LUMBER PRODUCTS SHNALI BE PER t,E MAMIFACIURER'S NSTRCT ONS Q V) W CONSTRUCTION MEANS AND METHODS. FIBERBOARD. 1 PROVIDE LEDGER BOARDS.BI.Or..KLNG,NALER5.AND ROUG�4 FRAMING HARDWA�AS REWRED 11. ANY QEEMANING SUB 501L OR TOPSOIL FROM EXCAVATION PROCESS IS TO BE_EGA__Y ASPHALT PAVING NOTES Q DISPOSED OF OFF SITE. I. A5PHA_T PAVEMENT SHALL CONFORM TO THE REQUIREMENTS AND STANDARDS OF THE NEW 20 PLACE A MINIMUM OF 4'CRUSHED STONE UNDER ALL SLABS ON GRADE. 8 PROVIDE AL REQ11WE 2 x FIRE BLOCKING AS SPECIFIED IN SECTION 602E OF 2020-F X5 ILERE PART TIOS AT NIL•a' ^ 7) YORK STATE DEPARTMENT OF TRANSPORTATION(NYSDOT). OR TALLER INSTALL 2 X FIRE BLOCKING'CATS'AT MID PONT \%/ 12. SEED DISTURBED AREAS WITH SEED MIXTURE AS INDICATED ON THE SITE PLAN. 2. PROVIDE AND INSTALL COURSE AND FINE AGGREGATES FOR BASE CATERS AND HOT MIX 21. INSTALL(o MIL POLYETHYLENE VAPOR BARRIER UNDER ALL SLABS ON GRADE,LAP ENDS A 9 ALL DIMENSIONAL LUMBER BEAMS,J015T5 AND RAFTERS TO BE SET WITH NATURAL CROWUP 10-N,.. ASPHALT AS SPECIFIED ON THE DRAWINGS. MINIMUM OF 6'AND TAPE. ID WOOD STUD PARTITIONS SHALL BE IN5TALL WITH THE STUDS NATURAL CROW ALL ON THE SAME SIDE. �I^� IFF II V 22. PROVIDE EXPANSION JOINTS BETWEEN ALL SLABS AND VERTICAL SURFACES,BETWEEN IL PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED ON PLANS ,� -w F4 ? Tt_A 3. PROVIDE AND INSTALL ALL HOT MIX ASPHALT PRODUCTS FOR A COMPLETE INSTALLATION OF SIDEWALK SLABS AND CURBS,SIDEWALK SLABS AND EXTERIOR WALLS AND IN SIDEWALK � > O ASPHALT PAVEMENTS INCLUDING,BUT LIMITED TO,ASPHALT BINDER COURSE,ASPHALT TOP R PROVIDE(2)2X8 MINIM WEADER WHERE ROUGH OPENNG DOES NOT EXCEED Y-O' � -�'' (WEARING)COURSE,TACK GOATS. SLAB SPACED A MAXIMUM OF 10-0'OL. v11 r f B PLYWOOD FOR SUBFLOOR 5NEAIHNIG SHALL BE�'THICK TAG AND WALL AND ROOF SHEATHING SHALL BE THICK APA � 4 /'y j 23. PROVIDE 114'x V DEEP SAW CUTS(CUT INTO SLABS WITHIN 24 HOURS OF POUR)OR FORMED C-C PLIGR>£D EXTERIOR OR APA UADERLAYMi£NT EXTERIOR INDEX 57AMP 5HALL BE VISIBLE ON ALL SHEETS. 1-11 4. INSTALLATION TOLERANCES:COMPACT EACH COURSE TO PRODUCE THICKNESS INDICATED JOINT FILLED WITH SEALER AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE �u n` I� ON THE DRAWING TO WITH THE FOLLOWING TOLERANCES: 14 ORIENTED STRAND BOARD COBB')('OSB')SHEATHING SHALL BE PERMITTED WINEt�ALLOWABLE BY THE 106-WRAC C)0 r4 z,� ARCHITECT �•{•� A. BASE COURSE:PLUS OR MINUS�INCH 6 PLYWOOD SHALL BE NAILED,TO JOISTS WITH BD COPi10N NAILS AT 6'ON CENTER AT EXTERIOR EDGES AND Q'ON �T� � < � B. TOP(WEARING)COURSE:PLUS OR MINU5Y4 INCH. 24. THE FOUNDATION CONTRACTOR 15 TO ASCERTAIN THE LOCATIONS OF ALL SLEEVES,INSERTS, CENTER AT INTERMEDIATE SUPPORT,UNLESS OTHERWISE NOTED Ltl W;r.Tc�l --� ANCHOR BOLTS AND EMBEDMENT$REQUIRED BY ALL OTHER TRADES.SUCH EMBEDMENTS Ib. USE PLY CLIPS OR OTHER EDGE SUPPORT FOR ALL PLYWOOD SHEATHING WHERE FRAMiG MEMBERS AT SPACED 2�W 7� f 4 5. PREPARE AREAS TO BE PAVED BY REMOVING ALL ORGANIC MATERIALS,PROVIDING CLEAN ARE TO BE CHECKED FOR COMPLETENESS AND PROPER LOCATION PRIOR TO CONCRETE GREATER THAN Ib'OL_ Z � ^ ^� R-+-1 COMPACTED FILL AS REQUIRED.REGRADING SURFACE TO PER GRADING PLAN AND PROOF BEING PLACED. Tl PLACE FACE GRAN N DIRECTION OF SPAN(TRAVERSE TO J0157 SPANJ. R-r_4^4 � �� �-H ROLLING SUB BASE USING HEAVY,ROLLING EQUPMENT. u�L- rT, f8 LEAVE Wlb'SPACE AT ALL PLYWOOD PANEL AND JOINT5 AND US'SPACE Ai ALL PANEL EDGE JOINS, w`/ >,--- w 15. NOTIFY THE BUILDING AS LEAST?4 HOURS PRIOR TO THE PLACEMENT OF CONCRETE -� � �- 6. INSTALL AGGREGATE BASE MATERIAL IN THICKNESS'SPECIFIED ON THE AND COMPACT EACH FOOTINGS FOR REQUIRED INSPECTIONS. Fi JOIST WAMER5 FRAMING ANCHORS,STRAPS AND RAFTER ANCHORS SHALL BE HOP DIPPED GALVANIZED.'ZMAX- jA `^r LiFT TO MAXIMUM DENSITY. GALVANIZED COATED STEEL OR STAINLESS STEEL FOR PRESSURE TREATED LIBBER AS MANUFACTURED BY'SIMPSON per,,,��C, � (�l^%. � ?b. CURING OF CONCRETE IS TO START AS SOON AS THE FINISHES WILL NOT BE MARRED STRONG-TIE'USP COMECTORS OR APPROVED EQUAL GALVANIZED OR STAINLESS STEEL SPECIALITY NAILS AS SUPPL ED 1. APPLY TACK COAT AND LET CURE PRIOR TO PLACING HOT MIX ASPHALT. BY MANUFACTURER SHALL BE USED FOR REQUIRED HALING WHEN SPECIFIED THEREBY.DELAYING THE CURING PROCESS WILL NOT BE PERMITTED. A. $arbuti 20 METAL CR055 BRIDGING SHALL BE GALVANIZED STEEL AS MANFACTRED BY SIMPSON STRONG-TE'OR Appw%,ED David 8. PLACE AND SPREAD HOT MIX ASPHALT BINDER COURSE IN THICKNESS SPECIFIED ON THE 21. ALL COLD UIEAT14ER C0NCRETNG TO BE PERFORMED IN ACCORDANCE WITH ALL EQUAL,AND(STALLED ACCORDING TO MANFACTURERS DIRECTIONS. ` DRAWING5.NOTE THICKNESS DIMENSION ON DRAWINGS 15 THE COMPACTED THICKNESS. RECOMMENDATIONIS OF THE AL I.PROVIDE AND INSTALL TEMPORARY INSULATING BLANKETS 2L STRUCTURAL WOOD FASTENERS WHERE STRUCTURAL WOOD FASTENERS(SCREWS)ARE SPECIFIED OR REQARED.THE Architect P C 9 BEGIN COMPACTING ASPHALT COURSE AS SOON AS PAVING IS PLACED WITH ROLLER AS REQUIRED TO PROTECT CONCRETE FROM FREEZING.CORROSIVE ADMIXTURES SUCH AS S WOOD FASTENERS SHALL BE BY'511PSON STRONG-TIE'.VSP CONNECTORS MWTEK'S y It THOSE CONTAINING CALCIUM CHLOR DE MAY NOT BE USED. L LOK'OR APPROVED EQUAL OF TYPES AND SIZES SPECIFIED OR AS REQUIRED _ .w.. EQUIPMENT AREAS INACCESSIBLE B7 ROLLERS ARE TO BE COMPACTED WITH 22 PROVIDE 0'BOTTOM ENDS F v�sF�NA 150 White Plains Road vIBRATORY-PLATE COMPACTORS OR HAND TAMPERS AS REQUIRED 28. PROVIDE NON-SHRINIK GROUT UNDER ALL LEVEL NG PLATES AND BEARING PLATES. AFTER ENTIRE STRUCTURE 15 COMPLETE ; ite 103 10 APPLY ASPHALT TACK GOATS BETWEEN EACH COURSE OR ASPHALT 23 INSTALL DOUBLE JOISTS UNDER ALL PARTITIOS PARALLEL TO JO�ST��`� Ty'town,NY 10591 1% APPLY TROWEL FINISH TO ALL MONOL THIC SLAB SURFACES EXPOSED TO VIEW OR RECEIVING FLOORING VARIATIONS IN FLOOR SLABS ARE NOT TO EXCEEDED 1/8'IN 10'-O'UNLESS SLAB 24 WHERE 54EAI4NG 15 NOT PLYWOOD OR'OSB',DAGONAL BRAG fT TE ' 914-909-5143 11 PLACE AND SPREAD HOT MIX ASPHALT TOP(WEARING)COURSE IN TH CKNESS SPECIFIED ON CORNERS WiN V2'CDx PLYWOOD 4-V IN EACH DIRECT IOK � 914-909-5144 THE DRAWINGS NOTE THICKNESS DIMENSION ON DRAWINGS 15 THE COMPACTED THICKNESS PITCHES TOWARD FLOOR DRAIN. COMPACT SAME AS NOTED ABOVE.FINISH ROLL PAVED SURFACES TO REMOVE ROLLER5 CORNER BOARDS,FASCIA BOARDS,DOORS AND"DOUb C 1 WOOD ITE W170D ' 30. APPLY NON-SLIP BROOM FINISHES TO ALL EXTERIOR WALKS,GARAGE FLOORS AMC)AND OR�THICK ND I PINE Q`SIZE,STYLE AND DESIGN A5 ND DON THE PRI"E 7Rtl DR.��C'� MARKS WHILE HOT MIX ASPHALT 15 STILL WARM ELSEWHERE A$INDICATED ON THE DRAWINGS. 16 WHERE PVC TRIM IS SPEGF®.THE PVC TRi1 SHALL BY Bl*' K'OR A EQUAL } , BY:: C.l�.l�. 12. DO NOT ALLOW VEHICULAR TRAFFIC ON PAVEMENT UNTIL IT HAS COOLED AND HARDENED 21 EXTERIOR WOOD POSTS SHALL BE PRESSURE TREATED T A D TYPE •4I " *1F-1 �_f-IECKE.D 31. INSTALL CONCRETE SLAB SEALER TO ALL INTERIOR SLABS EXPOSED TO VIEW NOT METAL BASE,ANCHORED IN CONCRETE.SOLED FINISH TO =,6 H1 ERECT BARRICADES TO PROTECT PAVEMENT FROM TRAFFIC UNTIL IT HAS COOLED. RECEIVING FINISHES TO PREVENT DUSTING UAN. *, fp 28. WOOD PLATES AND 5LL5 IN CONTACT WITH CONCRETE WALLS CONCRETE 9 SCAd.E: TREATED WOOD I % :r. ,4 \S N(.TTE'D 2% PRESSURE PRESERVATIVES TREATMENT FOR WOOD SHALL BE 71 D B AUTHOR IciION !' �_ 1'Rc_�IEC1,NO: .::�--�,-- . 30 PROVIDE(3)2'Xb'BUILT UP P05T5 MNiMiM SPIKED TOGETr ER PO CF ALL ING MEMBERS ?3()504 UNLESS OTNERAW NOTED N _ �� .'f11tCCt'S SCal �)�-U3-�U'?3 �� R�� V \ �7�.".-.0-. -% Si 1i-77 7 DIVISION 7:THERMAL&MOISTURE PROTECTIO DIVISION 8:WINDOWS AND DOORS DIVISION 9:FINISHES-CONT. DIVISION 15 :ECHANICAL DIVISION 16: ELECTRICAL tKArIlf-THERMAL AND MOISTURE PROTECTION GEtNERAL, I. SEE ARCHITECTURAL PLANTS FOR ADDITION INFORMATION ON WINDOWS AND DOORS. F HVAC I. ALL ELECTRICAL WORK 15 TO CONFORM TO THE?020-RCNYS,THE WPA 10 NATIONAL THERMAL AND MOISTURE PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO 1. PROVIDE ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT FOR A COMPLETE INSTALLATION OF i. ALL EXISTING HVAC SYSTEM MODIFICATIONS AND/OR NEW HVAC UXORIC IS TO ELECTRIC CODE(NE.C.),AND LOCAL CODES,AND THE REQUIREMENTS OF ALL AGENCIES 1. WINDOWS AND CLA55 GLIDING AND FRENCH DOORS ARE SPECIFIED AS ANDERSEN 400 a �� �' SERIES.OTHER MANUFACTURER'S AS MAY BE SELECTED BY CONTRACTOR OR OWNER ARE THE CERAMIC,PORCELAIN AND/OR STONE TILE FLOORING AND WALLS. COMPLY WITH ALL STATE(1010-RGNYS,MCNYS,FGGNYS,EGGGNYS)AND LOCAL HAVING JURISDICTION. b DAMPPROOFING 2. CERAMIC TILE SHALL CONFORM 10 THE STANDARDS OF ANSI A131.1. CODES,ALL OTHER AGENCIES HAVING JURISDICTION. GN2 c. THERMAL iSULATION SUBJECT TO ARCHITECT'S APPROVAL. 3. PORTLAND CEMENT MORTARS FOR FLOOR AND WALL TILE INSTALLATIONS SHALL CONFORM TO d ROOFING 3. IF ALTERNATE WINDOW MANUFACTURER 15 TO BE USED THAN THIE CONTRACTOR SHALL SUBMIT THE STANDARDS OF ANI51 AliB.IA AND A118.iB. 2. THE CONTRACTOR IS TO PROVIDE ALL LABOR MATERIALS,AND EQUIPMENT 2. THE ELECTRICAL CONTRACTOR(E.C.)15 TO OBTAIN ALL PERMITS AND PAY ALL FEES IN e EXTERIOR UU4Ll FINL5FE5 MOTHER THwN MASONRY CM OR BRICK) TO ARCHITECT FOR APPROVAL COPIES OF WINDOW SIZES TO BE USED FOR COMPLIANCE TD NECESSARY FOR COMPLETE INSTALLATION OF HVAC SYSTEMS. CONNECTION WITH THE ELECTRICAL WORK REQUIRED r. FLASHING 4. WATER RESISTIVE ORGANIC ADHESIVES FOR THE INSTALLATION CERAMIC TILE SHALL 1 g EMERGENCY MEANS OF EGRESS REQUIREMENTS AND GENERAL DESIGN CONCEPT CONFORM TO THE STANDARDS OF ANSI A06.1. Fi EXPA1�CONTROL COMPLIANCE 5. PORTLAND CEMENT GROUTS USED FOR THE INSTALLATION OF CERAMIC,PORCELAIN AND/OR 3' SUBCONTRACTORS ARE TO COORDINATE WORK WITH ALL OTHER TRADES 3. THE E.C.15 TO FIELD VERIFY ALL CONDITIONS M CONNECTION WITH THE ELECTRICAL WORK STONE TILES SHALL CONFORM TO THE STANDARDS OF AN51 AII8b AND BE INSTALL IN 4. PRIOR TO SUBMITTING BID.NOTIFY THE ARCHITECT AND THE OWNER OF ANY RELATED SPECIFICATION SECTIONS- 4. THE GENERAL CONTRACTOR IS TO RETAIN A QUALIFIED HVAC CONTRACTOR TO 4. ALL GLAZING IN SHOWER/TUB ENCLOSURES AND DOORS,FIXED SIDE LIGHTS,INTERIOR AND DIVISION?SITE WORK(BUILDING EXCAVATION,FILL AND SUB-DRAINAGE PIPING) ACCORDANCE WITH ANSI AI08.4. SURVEY EXISTING HEATING EQUIPMENT IN CONNECTION WITH THE PROPOSED DISCREPANCIES. DIVISION 3 CAST N PLACE CONCRETE EXTERIOR PARTITIONS WHERE SUCH GLAZING EXTENDS TO WITHIN IV OF FLOOR LEVEL 15 TO 6• MODIFIED EPDXY-EMULSION MORTAR AND GROUT USED TO INSTALL CERAMIC,PORCELAIN ADDITION TO VERIFY ITS CAPACITY FOR EXPANSION. 4. THE E.G.15 TO SIZE THE ELECTRICAL SERVICE PER THE HOUSES REQUIRED DEMANDS AND TO DIVISION 4 MASONRY BE SHATTERPROOF TYPE GLASS,TEMPERED OR LAMINATED SAFETY GLASS AS PER CODE AND/OR STONE TILES SHALL CONFORM TO THE STANDARDS OF ANSI A1189 AND BE INSTALLED PROJECT SPECIFIC SECTIONS ARE BELOW REQUIREMENTS IN ACCORDANCE WITH ANSI A1081 5. IF THE EXISTING HEATING EQUIPMENT 15 NOT CAPABLE OF SUPPLYING THE PROPER CONFORM TO THE LOCAL UTILITY COMPANY REQUIREMENTS.THE EL.15 TO ARRANGE FOR AND 1. APPROVED FLOOR SUBSTRATES:FLOOR SUBSTRATES MUST BE DESIGNED WITH THE PROPER HEATING CAPACITY WITH THE PROPOSED ADDITION,THE HvAC CONTRACTOR 15 TO PAY ALL FEES TO OBTAIN ELECTRICAL SERVICE FROM UTILITY COMPANY. BA4EM�NT DAMPPROOFING.FOOTING DRAMS AND AIR SEALING 5. IN ADDITION TO GLAZING NOTED ABOVE,WINDOWS AT BATHTUBS AND STAIR LANDING ARE TO PORCELAIN SIZE A NEW HEATING SYSTEM SIMILAR TO EXISTING. l BASETMENT FOUNDATION U14LL5 BELOW GRADE 70 BE UTATERPROORD U 714 AN APPROVED TYPE,SPRAT ON POLYMER LIVE AND DEAD LOAD CAPACITY FOR THE PROPER INSTALLATION OF CERAMIC, CELAIN 5 ELECTRICAL SERVICE GROUNDING:THE HOUSE'S ELECTRICAL SERVICE 15 TO BE GROUNDED 'l' MODIFIED BITUTHENE COATING SUCH A5 MARFLEX W OR AN APPROVED EQUAL OR A SPRAT ON RUBBERIZED HAVE TEMPERED SAFETY GLASS. AND/OR STONE TILES.THE FOLLOWING 15 A LIST OF APPROVED FLOOR SUBSTRATES WATERPROOFING SUCH A5 RIB-R•WALL OR AN APPROVED EQUAL.WATER PROOFING SHALL BE COVERED UTH)EITHER A cP t F 6. THE HEATING EQUIPMENT 15 TO SIZED AND INSTALLED TO MAINTAIN 68 DEGREES F. PER THE REQUIREMENTS OF SECTION 250-50 OF THE NE.C.CONCRETE ENCASED ELECTRODE 6. NEW INTERIOR DOORS,FRAMES AND HARDWARE I5 TO MATCH EXISTING UNLESS OTHERWISE ACC_.TABLE TO TH_INSTALLATION OF TILE.LDORS: INDOOR TEMPERATURE WITH A 0 DEGREE F.OUTSIDE TEMPERATURE. I PROTECTION BOARD.DIMPLED STYLE DRAINAGE BOARD OR EXTERIOR INSULATION BOARD AS SPECIFIED ON THE � � 'ICIER'CROWDING SHALE BE INSTALLED TO THE HOUSE'S FOOTING REINFORCEMENT BARS PER DRAWINNGS AND AS APPROVED BY WATERPROOFW,MANUFACTURER WATERPROLO;DG SYSTEM 5-A-BE APPLIED N STRICT SPECIFIED BY THE OWNER. A DIMENSIONAL LIMBER WOOD OR ENGINEERED WOOD JOISTS SPACED 16'O.C.AND ONE SECTION 250-52(AX3)COORDINATE INSTALLATION WITH FOUNDATION CONTRACTOR. 1-1ACCORDANCE WIN MANFACTURER5 SPECIFICATIONS AND INSTALLATION RECOMMENDATIONS LAYER MINIMUM 4'THICK TONGUED AND GROOVED PLYWOOD OR 058 SUB FLOOR 1. ALL HEATING,VENTILATING AND AIR CONDITIONING EQUIPMENT 15 TO BE UL.LISTED 1. NEW EXTERIOR ENTRY DOORS ARE TO BE SELECTED BY THE OWNER.OWNER SHALL PAY FOR GLUED AND SCREWED/MAILED. AND INSTALLED IN ACCORDANCE WITH SAME. 1 INSTALL 6 FIOLTETFITLEiE VAPOR BARRIERS OVER 4'THNICKNIE55 OF li'CRUSHED STONE BASE WIDER ALL SLABS ON � I 6 ELECTRICAL LAYOUT IS TO BE BY E.C.-COORDINATE LIGHT FIXTURE LOCATIONS WITH OWNER GRADE UDM VAPOR BARRIER SHEETS SHALL BE LAPPED A MINIMUM OF 6'SEAMS SHALL BE SEALED WITH APPROVED ENTRY DOOR($)SEPARATELY AND INSTALLED BY THE CONTRACTOR B DIMENSIONAL UMBER WOOD OR ENGINEERED WOOD JOISTS SPACED I6'OJT.AND TWO --I SEAM TAPE. LAYER MINIMUM A'THICK PLYWOOD OR O5B SUB FLOOR WITH STAGGERED JOINTS GLUED 8. BATHROOMS,KITCHEN AND DRYERS ARE TO BE EXHAUSTED DIRECTLY TO 1 ALL ELECTRICAL FIXTURES AND EQUIPMENT 15 TO BEAR THE LMDERWR TER'S LABORATORY AND SGREWEDMAILED. EXTERIOR IN ACCORDANCE WITH RGNYS REQUIREMENTS. ;/; 3 PROVIDE 4'PERFORATED PVC OR 4'CORRIZATED PERFORATED WPDE FOOTING DRAINS COVERED WITH FILTER FABRIC 8. NEW OVERT EAD DOOR(5)SHALL BE OF THE SIZElS)AND QUANTITIES SHOWN ON THE PLANS C DIMENSIONAL LUMBER WOOD OR ENGINEERED WOOD JOISTS SPACED VOL.AND ONE NLJ LABELS. / 5OCK WITH MR OF 2'-0'OF CRUSHED 51014E WRAPPED UTH FILTER FABRIC ALONG FOOTING PITCH CUT TO DAYLYaNT, OVERHEAD GARAGE DOORS SHALL BE INSULATED FULLY WUEATHERSTRIPPED.CONTRACTOR S. MECHANICAL ROOMS ARE TO BE VENTED WITH FRESH AIR INTAKES IN ­4COM SUMP PIT TO S PR UTH SUP PIMP OR TO PRECAST CONCRETE DRYILELL(S)AS SPECIFIED ON THE DRAMS. TO PROVIDE DOOR TRACK,SPRINGS AND ALL OTHER HARDWARE NECESSARY FORA LAYER MINIMUM X'THICK PLYWOOD OR OSB SUB FLOOR GLUED AND SGREUIEDMAILED ACCORDANCE WITH NFPA CODES•31 OR'54. 8. ALL LIGHT FIXTURES ARE TO BE SELECTED AND PURCHASED DIRECTLY BY THE OWNER AND COMPLETE INSTALLATION.OVERHEAD DOOR MANUFACTURER MATERIAL AND STYLE TO BE WITH ONE LAYER OF}'DUROCK OR APPROVED EQUAL WITH STAGGERED JOINTS SET IN INSTALLED BY THE ELECTRICAL CONTRACTOR = 1 4 INSTALL)V THICK,PLATE WIDTH RIBBED POLYETHYLENE FOAM'SILL 5EAL'GASKET AS MANFACT RED BY DOW,006 MORTAR BASE AND SCREWED TO SUB FLOOR 10, THE CONTRACTOR 15 TO GUARANTEE ALL WvAC WORK FOR A PERIOD OF(1)ONE t CORNING OR APPROVED EQUAL WIDER ALL PT WOOD SILLS BEARING ON MASONRY OR CONCRETE FOUNDATION WALLS,AND SELECTED BY THE OWNER D MINIMUM 4'THICK CONCRETE SLAB ON GRADE OR SUPPORTED BY CONCRETE OR STEEL YEAR FROM DATE OF ACCEPTANCE BY THE OWNER S. THE E.C.15 TO INSTALL INITIAL LAMPING OF ALL NEW LIGHT FIXTURES AND PROVIDE REQUIRED ' '-1 ELSEWHERE SPECIFIED ON THE DRAWINGS. FRAMING SYSTEM C ""' THERMAL AND SO AIiENIUA110N INSULATION. 9. NEW DOORS BETWEEN GARAGES AND MAIN HOUSE,AND AT MECHANICAL ROOMS ARE TO BE 4 PLUMBING LAMPS OF ALL LIGHT FIXTURES SPECIFIED. LID L THERMAL INSULATION PRODUCTS AS SPECFED ON THE DRAWINGS SHALL NCLUDE BUT NOT BE LIMITED TO.- RING HOUR FIRE RATED DOORS AND FRAMES WITH SELF CLOSING SP HINGES NOTED ON PLANS E MINIMUM 114'THICK GYPSUM CONCRETE UNDERLAYT1ENT OVER STRUCTURAL SOUND WOOD RIGID BOARD INSULATION(EXPANDED POLYSTYRENE 00-5),EXTRDED POLYSTYRENE(EPS),POLYI50CYANRATE AS(SCFP) OR CONCRETE SLAB FLOORS. L ALL PLUMBING WORK 15 TO COMPLY WITH 2O20-PCNYS,2010FGCNYS,2020-ECCC,AND THE 10.SERVICE PANEL BOARDS AND 5UB PANELS TO BE MANUFACTURED BY SQUARE V.GENERAL GLASS FIBER BATTS 8. CEMENT BACKER BOARDS SHALL BE%*MIN_)'THICK PREFERRED FOR FLOORS AND 1' REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION. ELECTRIC,WESTINGHOUSE OR AN APPROVED EQUAL.PANEL BOARDS TO HAVE NUMBER AND MINERAL WOOL BATTS THICK MINIMUM FOR WALLS.CEMENT BOARDS SHALL BE INSTALL IN ACCORDANCE WITH THE POLYURETHANE FOAM SIZE OF CIRCUIT BREAKERS AS REQUIRED PER THE HOUSES REQUIREMENTS. CLOSED CELL SPRAT P CEMENT BOARD MANUFACTURERS INSTRUCTIONS WITH APPROVED COATED CEMENT BOARD ?. THE PLUMBING CONTRACTOR l PLJ 15 TO OBTAIN AND PAY FOR ALL REQUIRED PERMITS OPEN DELL SPRAT POLYURETHANE EDAM DIVISION:FINISHES SCREWS(NOT DRYWALL SGEW5). PERTAINING TO THE PLUMBING WORK THE P.C.15 TO ARRANGE FOR ALL REQUIRED 11. INSTALL GROUND FAULT CIRCUIT INTERRUPTER(GF.CJJ RECEPTACLES IN KITCHEN$,WET AREAS 2. RIGID INSULATION BOARDS%ALL BE OF A TYPE AND THICKNE56 AS SPECIFIED ON THE DRASNG5 FOR THE SPECIFIC USES) 9. FLOOR WATERPROOFING UNDERLAYMENT:TILE INSTALLATIONS ON FLOORS SHALL BE INSPECTIONS AMC)OBTAIN ALL APPROVALS. AND WERE REQUIRED BY CODE. '' INDICATED. INSTALLED OVER'Schluter-DITRA'LINDERLAYMENT.INSTALLATION OF'Schluter-DITRA' 3 THE PC I5 TO PROVIDE ALL LABOR,MATERIALS,AND EQUIPMENT NECESSARY FOR THE x 3. EXTRUDED POLYSTYRENE INSULATION iXPS)BOARDS SHALL BE INSTALLED ON FOUNDATION WALLS,WIDER SLABS ON GENERAL FINISHES NOTES WDERLAYMENT SHALL BE IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS FOR GRADE AND ELSEWHERE WEN NOTED. I. A_L INTERIOR AND EXTERIOR FINISHES,COLORS STYLES FOR FLOORS,WALLS AND CEILING TO c COMPLETE INSTALLATION OF THE PLUMBING SYSTEM 12 INSTALL ARC-FAULT CIRCUIT INTERRUPTER(AF.C.IJ CIRCUIT BREAKERS WERE REQUIRED BY 4. EXPANDED POLYSTYRENE INSILATION(EPS)BOARDS. THE' TYPE OF INSTALLATION REQUIRED.PROVIDE schluter-KERDI-BAND CODE. 5. GLASS FIBER BATT INSULATION SHALL.HAVE WITH A<RAFT PAPER TYPE OR FOR FACED TYPE VAPOR BARBER WITH BE SELECTED BY THE OWNER THESE GENERAL NOTES CONTAIN BASE SPECIFICATION FOR WATERPROOFING STRIP AT BUTT JOINTS AND FLOORALIALL CONNECTIONS WITH DITRA OR 4. FOR ALTERATIONS AND/OR ADDITIONS TO AN EXISTING RESIDENCE,TI-E PLUMBING R-VALUES SPECIFIED ON PLAS;-OR SPECIFIC LOCATIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS.VAPOR BARRIER 15 FINISHES FOR BASE LEVEL OF QUALITY.CONTRACTOR SHALL INCLUDE IN BASE BID PRICE KERDI-MEMBRANES. CONTRACTOR I5 TO FIELD VERIFY EXISTING CONDITIONS.MODIFY EXISTING PLUMBING SYSTEM ' I3. THE E.C.IS TO FILL IN PANEL DIRECTORIES FOR ALL PANELS TO CONFORM TO FINAL TO BE INSTALLED ON THE HEATED SIDE fWL'LESS OTHERWISE NOTED)AS MAiFALTURED BY CERTAINTED,OMENS CORNING FOR INSTALLATION OF ALL FINISH ITEMS WHERE OWNER NEEDS TO MADE A SELECTION.FINISHES 10 WALL WATERPROOFING UNDERLAYMENT:TILE INSTALLATIONS AT SHOWER ENCLOSURE WALLS TO PROVIDE ADEQUATE PLUMBING TO ALL FIXTURES NEW OR OLD. '-.1 OR APPROVED EaJAL Ua UN-FACED BATT INSULATION IS LSD PROVIDE AND INSTALL 6 MIL POLYETHYLENE SHEET E L ARRANGEMENT OF CIRCUITS .- �.., VAPOR BARRER5 ON HEATED SIDE OF CEILING AND WALLS. TO BE PURCHASED BY THE OWNER DIRECT Y SHALL INCLUDE WOOD FLOORING ABOVE BASE SHALL BE INSTALLED OVER'Schluter-KERDI'WATERPROOFING MEMiBRANE.INSTALLATION OF WOOD FLOORING TO MATCH EEXISTING,CERAMIC,PORCELAIN OR STONE TILE,WALL COVERINGS, 'Schluter-KERDI MEMBRANE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN 5. ALL VALVES,TRAP5,CLEAN OUTS,ETC,AND OTHER WORK 15 TO BE INSTALLED TO BE b. HBERCi'ASb GATT INSULATION SHALL BE INSTALL BETWEEN FRA1IJG MEMBERS CARPI NOT TO GOMFRE56 INSULATION KITCHEN AND$AiHRJOM VANIT7 CABINETRY,COUNTERTOPS AND WINDOW TREATMENTS. READILY ACCESSIBLE FOR OPERATION,REPAIR AND MAINTENANCE.ALL PIPING I5 TO�1 14.MINIMUM WIRE SIZE TO BE 14 AWG FOR 15A.CIRCUITS AND A MINIMUM OF 12 AUK.,.FOR 20A = INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION REQUIRED. CONCEALED. CIRCUITS.SIZE OTHER CONDUCTORS FOR DEMAND OF SPECIFIC APPLIANCE OR USE. 0;2 ;/; ATTACH KRAFT PAPER VAPOR BARRIER 70 FRAMING UTH STAPLES. 2. ALL INTERIOR DRYWALL SURFACES TO BE y'OR 5/8'GYPSUM WALL BOARD(A5 NOTED ON It PROVIDE CERAMIC,PORCELAIN AND/OR STONE TILES OF TYPES,SIZES,STYLES AND COLOR O::j i � 1. INSTALL SOUND ATTENUATION BATT INSULATION N ALL INTERIOR BATHROOM WALLS AND CELNGS AND IN OTHER ROOM THE DRAWINGS),UNLESS PARTITION OR CEILING 15 REQUIRED TO NAVE A FIRE RESISTANT AS INDICATED IN THE FINISH SCHEDULE.PROVIDE ALL TRIM AND ACCESSORIES INCLUDING BUT 6. ALL UNDERGROUND SANITARY SEWER PIPING TO BE SCHEDULE 40 PVC PIPING WITH PVC 15. ALL FEEDER CONDUCTORS TO BE TYPE'THWN'600 VOLT RATED COPPER ALL BRANCH r � 'f' NOTED ON THE PLANS DO W07 SUBSTITUTE WITH REGULAR BATT INSULATION RATING.G.W.B. ITTINCs5 UNLES$OTHERWISE NOTED. CIRCUIT CONDUCTORS TO BE TYPE'TIN'600 VOLT RATED COPPER 7 7_ .15 TO BE FINISHED AS NOTED BELOW. NOT LIMITED TO BULL NOSE,COVES,ANGLES,TERMINATION STRIPS,ETC.FOR A COMPLETE ?" - '-N 3. ALL INTERIOR GYPSUM WALL BOARD WALLS OR CEILINGS INDICATED AS REQUIRING A FIRE INSTALLATION. c,rp a`c 8 "RE SPECIFIED ON THE PLANS INSTALL MINERAL WOOL BATT INSULATION AS MANUFACTURED BY ROCKWOOL FOR THERMAL U 12. INTERNAL CORNERS TO BE SQUARE AND EATER OR CORNERS TO BE BULL NOSE 1. INSTALL CLEAN OUTS AT ALL DEAD ENDS,AT TRAPS,AT BASE OF STACKS,AT CHANGES IN INSULATION LOCATIONS USE'COM'FORTBATi'IN'R'VALUES AS SPECIFIED ON THE DRAWINGS.FOR SOAR ATTENUATION RESISTANT RATING ARE TO RECEIVE 5'FIRECODE GYPSUM BOARD IN NUMBER OF LAYERS I6.ALL FEEDER WIRING 10 BE NON METALLIC(NM)SHEATHING CONDUCTORS,OR AS REQUIRED ;= v, INSULATION LOCATIAS USE'SAFE'n'SOUND'SOUID PROOF INSULATION IN 3'OR 6'iHICKNESb SPECIFIED.GUUB.IS TO FINISHED AS SPECIFIED BELOW. 13. CONTRACTOR SHALL COORDINATE AS REQU RED FOR ALL ADJACENT FINISHED FLOORS TO DIRECTION AND HORIZONTAL RUN SPACED 50'-O'MAXIMUM FOR PIPES 4'OR SMALLER AND x� C f FFLASHNG NOTES 4. ALL BATHROOM WALLS,LAUNDRY ROOMS,BEHIND KITCHEN SINKS AND OTHER AREAS BE FLUSH AND LEVEL WITH THINSET T LE FIN SHED FLOOR 100'-0'MAXIMUM FOR PIPES LARGER THAN 4'. BY NEC. P.n L ALL FL A ING SHALL BE NONEERROUS METAL(UNLESS OTHERWISE NOTED)FLEXIBLE FLASHING TO BE WR GRACE V(COW 14. WALL TILES TO BE SET IN THIN SET MORTAR CONFORMING TO ANSI AIIB.I,UNLESS OTHERWISE SELF ADHERING FLASHING OR APPROVED EQUAL SUBJECT TO MOISTURE 15 TO REGEIVEy'WATER RESISTANT GYPSUM WALL BOARD.(GREEN NOTED ON THE DRAWINGS 8. ABOVE GROUND SANITARY WASTE PIPING AND VENT PIPING TO BE SCHEDULE 40 PVC PIPING 11. THE E.C.15 TO COORDINATE ELECTRICAL CONNECTIONS WITH ALL OTHER TRADES SUPPLYING BOARD).FINISH AS NOTED BELOW. 15. GROUT FOR FLOOR AND WALL CERAM C T LES TO BE LATEX PORTLAND CEMENT GROUT WITH PVC FITTINGS. ELECTRICAL EQUIPMENT WIDER THEIR CONTRACTS. �.1 2 NEW STEEL LINTELS IN MASONRY WALLS SHALL BE FLASHED WITH FLEXIBLE fLASHNG INSTALL DEEP HOLES A$REQUIRED S. ALL GYPSUM WALL BOARD SURFACES ARE TO RECEIVE(3)THREE COATS OF JOINT TAPE AND 3 Ex157NG STEEL LINTELS EXPOSED t0 ELEMENTS SHALL BE CLEANED OF LOOSE RUST AND GORR75tON AND PREPARED JOINT COMPOUND AT ALL JOINTS AND JOINT O RECEIVE 3 THREE SCREW/MAILCOATS HEADS.SURFACE IS CONFORMING TO ANSI AII8b.COLOR AS ND GATED IN THE FINISH SCHEDULE. S. ALL VENT PIPES TO BE A MINIMUM OF 12'ABOVE THE ROOF.THE P.C.IS TO PROVIDE VENT 18. PROVIDE ALL HIGH AND LOW VOLTAGE(CONTROL)WIRING FOR ELECTRICAL EQUIPMENT � ? 2 FOR APPLICATION OF R15T IN SEE TG PANT 16. SUBSTRATE TO BE THOROUGHLY CLEANED OF ALL DIRT,GREASE,DUST AND FOREIGN FLASHWNG.COORDINATE WITH G.G.FOR TYPE OF ROOF SPECIFIED. SPECIFIED. TO BE TAPED,SPAGKLED,SANDED SMOOTH READY TO RECEIVE PAINT OR WALL COVERING. OBJECTS PRIOR TO THE INSTALLATION OF THE VINYL WALL BASE. 4. ALL UH►mOWS,AND WINDOWS OPENINGS SHALL BE FLASHED AT WOOD OR STEEL STIR EXTERIOR WALL FRAMING FLASH 6. ALL BATHROOM SHOWERS,TUB AREAS,OR CEILING DESIGNATED TO RECEIVE CERAMIC TILE IS 11. VARIANCE OF SURFACES ARE TO BE CHECKED TO MAKE SURE THEY ARE WITHIN MAXIMUM 10.WATER SERVICE AND DISTRIBUTION PIPING TO BE COPPER,TYPE'K'FOR BELOW GROUND AND 113. THE EL.15 TO PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED TO INSURE THE OPENW5 WITH WIZ GRACE V(COR'SELF ADHERING FLEXIBLE FLASHING OR APPROVED EQUAL TO RECEIVE Y2'CEMENTITIOUS BACKER BOARD WITH(3)THREE COATS OF CEMENT BOARD VARIANCES OF 1/8'IN 10'-0'FOR FLOORS AND 1/8'IN 8'-O'FOR WALLS.SURFACES NOT TYPE'L'FOR ABOVE GROUND.FITTINGS TO BE COPPER OR BRASS.ALL JOINTS TO BE SAFETY OF ALL PERSONNEL AND THE POUTER REQUIREMENTS FOR ALL TRADES. i Q- - '/_,7:' S. ALL ROOF 70 ROOF,AND ROOF TO WALL"05 SHALL BE COWNUOUSLY FLASHED AND JOINT COMPOUND AND JOINT MESH AS REQUIRED PRIOR TO TILING. COMPLYING WITH THESE VARIANCES ARE TO BE CORRECTED. PROPERLY CLEANED,FLUXED AND SOLDERED USING LEAD FREE SOLDER CONFORMING TO 7 / -/r- v,7, I8. INSTALL CERAMIC TILE FLOORS AND WALLS IN ACCORDANCE WITH THE MANUFACTURERS AS.T1M.832.FLARED FITTINGS AND THREADED FITTINGS ARE ALSO PERMITTED -i? ""^; , L4�;;,*--:-� 1. ALL FLOORS DESIGNATED TO RECEIVE CERAMIC TILE FLOORING IN THINSET APPLICATION ARE 10.THE EG.IS TO FIRE STOP ALL ELECTRICAL PENETRATIONS THROUGH FIRE RATED FLOOR AND _ v b SKYLIGHTS(WEN SPECIFIED)TO BE FLASHED TO ROOF PER ROOF AND SKYLIGHT MANIFACTURER5 SPECIFICATIONS FOR INSTRUCTIONS.LAYOUT FLOORING 50 THAT FIELDS OF PATTERN'S CENTER ON EACH AREA.NO '-' - ^U=,_r' SPECIFIC INSTALLATION SHOW. TO RECEIVEY2'CEMENTITIOUS BACKER BOARD INSTALLED OVER PLYWOOD 5UBFLOOR. It HANGER AND SUPPORTS FOR WATER PIPING TO BE OF AN APPROVED TYPE,SPACED 6'-0' WALL ASSEMBLIES BY FILLING ALL VOIDS,GAPS,AND OPENINGS USING APPROVED FIRE ^? /_ - ==G: � APPLY CEMENT BOARD JOINT MESH AND COMPOUND AS NOTED ABOVE. TILE IS TO BE LESS THAN ONE HALF(Il1)A FULL TILE ALONG EACH WALL EXCEPT AT OFFSETS. ; ='�=C= ^ , 5EA.A`5 O.C.MAXIMUM FOR PIPES SMALLER THAN?'AND 10'0'O.C.MAXIMUM FOR PIPES 1'AND STOPPING MATERIALS AND METHODS. Z APPLICATIONS LOCATE CUTS IN FLOOR AND WALL TILES AS TO BE LEAST CONSPICUOUS. LARGER. - `.=-;i l- ^=- I SEALANT APPLICATIONS SHALL INCLUDE BUT NOT BE LIMITED 70 S. HARDWOOD FLOORING IS TO MATCH EXISTING FLOORS AND IS TO BE SANDED,STAINED TO a. GLAZING INSTALLATION MATCH AND RECEIVE(U COAT OF SEALER AND(?)COATS OF POLYURETHANE. 19 SPECIFIC PATTERNS ON TILES AS MAY BE INDICATED ON THE DRAWINGS ARE 10 BE LAID OUT ?I. ALL SUIITCHES/DU-C1£R ARE TO BE MOOTED 43-2'OFF.TD CENTERL INE Of SWTGH/DIMMER =a� �x %/� _" CAREFULLY PRIOR TO INSTALLATION.A7JU5T LAYOUT AS MAY BE REQUIRED DUE TO ACTUAL 12. ALL HOT AND COLD WATER PIPING TO BE INSULATED WITH TAE N.YS.ENERGY CONSERVATION r "'"i- / -�_ , ,i•., N b. DOOR AND WINDOW INSTALLATION, MULTIPLE SWITCHES AND/OR DIMo ER5 AFC TD BE GANGED AND PROVIDED WITH SINGLE YANG _ _ �; c. EXPANSION JOINTS, 9. FLOORS SPECIFIED TO RECEIVE CARPETING AND PADDING ARE TO HAVE y'A/C PLYWOOD FIELD CONDITIONS. CONSTRUCTION CODE.THE INSULATION IS TO BE FIBERGLASS,FOAM OR ANOTHER APPROVED PLATE. V'. �. _­,.4-,_ /x' i/ d PARTITIONS, UNDERLAYM'ENT INSTALLED OVER SUBFL 004Z 20.ALL FLOOR TIE INSTALLATIONS SHALL B=_GROUTED WITH EPDXY GROUT FOR STAN MATERIAL. r.r r- ::-Z) _W-' Z = e. PAVEMENT JOINTS, I F H P L_ c �/ '/ ��-•,yr� .-�0f+;n/2 r. SIDING I15TALLATIONN, RESISTANCE.JOINTS UP TOE'THICK SHALL B_NON-SANDED GROUT.JOINTS LARGER THAN Ya' 22.THE E.G.15 TO OBTAIN AND.AY FEE FORA CERTIFICATES OF INSPECTION BY THE BOARD / 1,r g ROOFING INSTALLATION PAINTING_STONING AND FINISHING GENERAL NOTES THICK SHALL$E SANDED GROUT. 13. EXCAVATIONS FOR UNDERGROUND PIPING TO BE OF THE REQUIRED DEPTH,PITCH AND � ^/_= ` -� - �' 1 ALL SEALANTS TO BE OF A TYPE AS RECOMMENDED BY PROCMICT MASIFACTUR=R5 SPECIFICATION FOR°ROPER 21. ANT TILE WORK T-1AT HAS BEEN IMPROPER:T INSTALLED,DEFECTIVE OR DAMAGED IS TO$E _OCATION5 WITH A FIRM BED TAMPED AS REQUIRED.BACK FILL TO BE CLEAN EARTA WITH OF FIRE UNDERWRITER 5,AND ALL BOARDS OR AGENCIES HAVING JUR SDI TION.SUBMIT 7_ v�� a ;1- STONE SIZES NOT TO ExGEtD?IN DIAMETER,SAND OR GRAVEL,BACK FILLING AHD COPIES OF THE CERTIFICATE OF INSPECTION TO THE OWNER AND ARCHITECT PRIOR TO f C „ INSTALLATION. I. SURFACES TO RECEIVE PAINT OR STAIN ARE TO BE THOROUGHLY CLEANED AND FREE OF CAF£FULLY REMOVED AND REPLACED WITH NEW CERAMIC TILE CF SAME TYPE,COLOR AND `':4� --="/%x�"'�i 5E_ALANT TYPES. COMPACTION ARE TO BE PERFORMED IN SUCH A METHOD TO ASSURE PROPER COMPACTNESS REQUEST FOR FINAL ACCEPTANCE AND PAYMENT. /_,:_V:,x ...: ,-,,,,•= ;x::I" I. SEALANT TYPES 5-.A_L BE A5 RECOMMENDED BY WL�Dow,DOOR MANIFACTURER5 OR OTHER-ROD'Jct DIRT,OIL,OR RUST.ROUGHNESS AND IAl'cvEt�NE55 M SURFACES ARE TO BE SAND PAPERED PATTERN TO MATCH AT NO COST TO THE DITHER _ WITHOUT DAMAGE TO THE PIP=_.THE P.C.15 TO PROVIDE DEWATERING AS MAY BE REQJIRED. ,f.�_C,-,_p=r,=4 _f: r-�_' MANUFACTURERS INSTALLATION SPECIFICATIONS BEING CAULKED FOR SPECIFIC_Or-Or AND CONDITIONS. SMOOTH A__HOLES,KNOTS,AND JOINTS ARE TO BE FILLED IN WITH APPROPRIATE FILLERS. 22. AFTER COMPLETION OF THE CERAMIC TILE GROUTING REMMOVE ALL EXCESSIVE GROUT,DIRT, 23.THE ELECTRICAL CONTRACTOR I5 TO GUARANTEE ALL ELECTRICA_WORK FROM DEFECTS FOR i�(-,i �.; j %=r _% y. a WATER BASED LATEX, AND OTHER FOREIGN SUBSTANCES.REMOVE ALL GROUT HAZE. 14 PROVIDE CHROME PLATED 54-W OFF VALVES WITH CHROME PLATED ESCUTCHEON PL ATE$AT A PERIOD OF ONE(U TEAR FROM T•NE DATE OF FINAL ACCEPTANCE OF TIF INSTALLATIONL L.f x r 7__?� - v BJTtI, 2. APPROVED PAINT MANUFACTURER'S ARE TO BE 54ER1IIN WILLIAMS.BENJAMIN MOORE, 23. PROTECT FLOORING AS NECESSARY DURING CONSTRUCTION UNTIL COMPLETION Or PROJECT. EACH FIXTURES HOT AND COLD WATER LiNES. . E.✓:c!G i J' �:0-�C C i= c ACRYLIC FDLTURETHAN1c, GLID7EN OR PITTSBURGH PAINTS. PRIOR TO FINAL ACCEPTANCE, CLEAN ALL CERAMIC TILE SURFACES AS NECESSARY. cL POLYSULFIDE, 24.CERAMIC,PORCELAIN AND/OR 5TONE TILE INSTALLATIONS SHALL BE GUARANTEED FOR A ►5 ALL FLOOR DRAINS ARE TO HAVE DEEP TRAP WATER SEALS OF 4'MINIMUM AND ADJUSTABLE �T� e SILICONE _ _ STRAINERS W TH BRASS FINISH.PROVIDE REMOTE VENT WIDER SLAB AT EACH FLOOR DRAIN F4 N 2 SEALANTS 3 COLOR OF�EXTERIOR I TO MAT-�I.SURROUNDING BE U.v NG MATERIAL OR BE OF A ACCEPTABLE TYPE THAT 15 PAIYTABLE. 3 STAIN ACTED BY THE HALL MINWAX OIL BASED STAN OR APPROVED EQUAL CJLOR(5) PERIOD OF ONE YEAR FROM THE TIME OF THE OWNER'S ACCEPTANCE OF THE WORK TYPICAL. DIVISION 17:FIRE AND SMOKE DETECTION ' BACKER RODS: u Q 1 BACKER RODS SHALL BE NON-ABSORBENT EXTRUDED RO,ND CLOSED CELL POLY--_THTLENE FOAM IN CONrivl0U5 I6 NO WATER PIPES OR WASTES LINES ARE TO EXPOSED I.N UNHEATED CRAWL SPACES OR COLS OR 6 FOOT LENGTHS. 4. POLYUR=THANE FOR STAINED WOOD TRIM AND DOORS SHALL BE OIL BASED SATIN DIVISION 10: SPECIALITIES UNINSULATED BASEMENTS.PROTECT AL_PIPING FORM FREEZING. 2. BACKER ROD SIZES SHALE BE FROM A'DIAi-ETER TO I'DIAMETER USE°ROPER SIZING CHART FOR TIE POLYURETHANE MANUFACTURER BY MINWAX OR APPROVED EQUAL. SMOKE AND CARBON MONOXIDE ALARMS. APPROPIATE SIZED BACKER ROD FOR THE JOINT OR OPENING BEING FILLED. 11. WHERE DIRECTED BY THE OWNER,INSTALL TWO NON•FREEZE W05E BIB5 INCLUDE(2/ I SMOKE D-ETECTING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 1T1 AND ARE TO BE � T INSTALLATION: NO WORK UNDER TH S SECTION INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH SLEEPING AREA IN THIE IMMEDIATE F-1 I. JOINN5 AVD OPENING SHALL BE PREPARED TO BE CLEAN,DRY AMID FREE FROM LOOSE MATERIALS. 5 ALL WOOD KNOTS OR SAPPY SPOTS ARE TO RECEIVE ONE COAT OF SHELLAC PRIOR TO NON-FREEZE HOSE BIBS IN BASE BID. VICINITY OF THE BEDROOMS AND ON EACH ADDITIONAL STORY,INCLUDING BASEMENTS PER U 2. FOR GAPS LARGER THAN 3 USE APPRO94ATEL Y SIZED BACKER ROD. FINISHING. 3. APPLY SEALANT PER BEEALANT MAMFACTURERS INSTRICTION5 N A SMOOTH,CON515ENT BEAD.ANTINI101.1511-Y 18. HERE INDICATED INDICATED ON THE DRAWINGS OR REQUIRED,PROVIDE WATER HIEATER;:'$)BY AD.SMITH SECTION R313 OF THE 2020-RCNYS,NF.PA.'12 AND ALL OTHER APPLICABLE GORES AND AGE JOINTOR°PE"W2 6. CLEAN)GALVANIZED SURFACES RECEIVING PAINT WITH SOLVENT AND RINSE WITH WATER DIVISION 11 EQUIPMENT OR EQUAL,SIZED BY THE P"-,5MG CONTRACTOR WATER,4EATER 15 TO BE PROV DED WITH A REQUIREMENTS WAVING JURISDICTION. C) V) �4 ROOFING ASPHALT S*aLES AND SINGLE PLY ROOFI�, APPLY ONE(U GOAT OF GALVANIZED IRON PRIMER AND ONE GOAL OF FINISH PAINT 2 CARBON MONOXIDE ALARMS SHALL BE L15T_D AND TEMPERATURE AND PRESSURE RELIEF VALVE WITH A OUTLET PIPE TO WITHIN 6'OF THE 8O l OF5 THAT P'ITCa LESS,THAN 3 ON 12 SHALL HAVE BIPJMEN AS°HW4LT TORCHED DM ROOF SYSTEM DESG�ED FOR LOL OR FINISHED FLO PROVIDE WITH)SHUT OFFVALVES AND UNIONS AT SUaPLY AND OUTFLOW I c LABELED A5 COMPLYING WITH U.L. SLOPE(FLAT)ROOFS.INSTALL PER MAMPACTURER5 INSTRUCTIONS AND HAVE A 20 YEAR W4WAUTY MNI1l L PIPES FOR EASY REMOVAL OF THE WATER HEATER cI 1. EXP05ED PLAIN GMU TO RECEIVE ONE(1)COAT OF BLOCK SEALER PRIMER AND ONE COAT OWNER SHALL PROV DE ALL KITCHEN APPLIANCES AND LAUNDRY EQU PMENT- 113. ALL KITCHEN AND BATHROOM PLUMBING FIXTURES ARE TO BE SELECTED BY THE OWNER AND 1034-1008151NGLE AND MULTIPLE STATION.ARGON MONOXIDE ALARMS,SECOND EDITION) f, 2. ROOFS THAT PITCH 3 ON 2 OR GREATER 514ALL HAVE ASPHALT SHINGLES OVER APPROVED UNDEMATMENT SUBSTRATE OF FINISH PAINT. CONTRACTOR SHALL INCLUDE IN BASE BID INSTALLATION OF APPLIANCES AND AND AND BE INSTALLED AS REQUIRED PER SECTION R313.4 OF THE 2020-RCNYS AND LOCAL u PURCHASE SEPARATELY FROM THE CONTRACTOR'S BASE BID.THE PLUMBING CONTRACTOR I5 t-11 LAUNDRY EQUIPMENT AND ALL REQUIRED MECHANICAL AND/OR ELECTRICAL SYSTEMS AND CODES AND ORDNANCE$.CARBON MONOXIDE ALARMS ARE TO BE NSTALLED N THE 3. ROOFS ON ADDITIONS WHERE EXISTING ROOFING IS TO REMAIN THAN THE CONTRACTOR SHALL INSTALL NEW ASPHALT TO INCLUDE IN THE BASE BID INSTALLATION OF ALL NEW PLUMBING FIXTURES INDICATED. �� / �T1 ROOFING 10 MATCH EXISTING. 8. INTERIOR AND EXTERIOR METALS 15 TO RECEIVE ONE COAT OF FACTORY APPLIED RED CONNECTIONS REQUIRED FOR PROPER WORKING CONDITIONS. FOLLOWING LOCATIONS: � µH OXIDE PRIMER METAL COMPONENTS RECEIVING FACTORY PRIMER ARE TO INCLUDE BUT NOT 10.THE PLUMBING CONTRACTOR 15 TO GUARANTEE ALL PLUMBING WORK FOR A PERIOD OF(II A. WITHIN EACH DWELLING WIT ON EACH STORY CONTAINING SLEEPNG AREA WTH14 15 ~ - � 4. THAN NEW ASPHALT SHINGLE ROOFING LS R ARCHITECTURAL OR EXISTING ROOFS ARE SPECIFIED TO BE COMPLETELY RE•ROOFED ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWINER FEET OF SLEEPING AREA.MORE THAN ONE CARBON MONOXIDE ALARM SHALL BE 'T w � THAN CONTRACTOR SHALL INSTALL 30 YEAR ARCHTTEGTUR4L SHINGLES LIMITED TO METAL DOOR AND FRAMES,STRUCTURAL STEEL AND METAL ACCESS PANELS. '� w METALS NOT RECEIVING FACTORY APPLIED PRIMER IS TO BE FIELD PAINTED WITH RED DIVISION 12 :FURNISHINGS PROVIDED uIHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA IN A STORY 5 ;� � O S. NEW ASPHALT ROOFING SHALL BE GAF tI1BERLIE OR AN APPROVED EQUAL R00FNG STYLE AND COLOR TO BE SELECTED MORE THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. ,j OXIDE PRIMER EXPOSED METALS ARE TO RECEIVE ONE FINISH COAT OF PAINT AS -4 r BY OWNER FROM STANDARD SELECTION B. ON ANY STORY OF A DWELLING THAT CONTAINS A CARBON MONOX DE SOURCE .� ,. INDICATED M THE PAINTED SCHEDULE. NO WORK UNDER THIS SECTION /'1 6. ALL ROOF TO ROOF,AND ROOF TO WALL JOINTS SHALL BE CONTalOUSLT FLASHED. 3 POWER SOURCE:IN NEW CONSTRUCTION THE REQUIRED SMOKE AND CARBON MONOXIDE �.J F-+ 9. INTERIOR PARTITIONS RECEIVING PAINT AS INDICATED IN THE PANT SCHEDULE ARE TD 2 0 r4 Z z 1. ALL ROOFS DESIClN.4TED AS HAVING ASPHALTIC FIBERGLASS SHINGLE ROOFING SHALL HAVE SELF ADHNERMG SELF SEALING GAS PIPING NOTES ALARMS SHALL RECEIVE THERE PRIMARY POUTER FROM THE BUILDING WIRING. W ICE AND WATER SHIELD BY UR GRACE'OR APPROVED EQUAL A MINIMUM OF 36'WIDE PETALLED AT EAVES VALLEYS, RECEIVE ONE(1)COAT OF LATEX PRIMER AND TWO(2)COATS OF LATEX FINISH PAINT. DIVISION 1 3 :SPECIAL CONSTRUCTION I. FUEL GAS PIPING SYSTEM AND EQUIPMENT 15 TO COMPLY WITH ALL STATE AND LOCAL CODES, ROOF AND WALL INTERSECTIONS.WIDTH OF ICE AND WATER SHIELD 57ARTER COURSE AND EAVES 15 DEPENDANT ON (COLOR(S)AND FINISHES PER FINISH SCHEDULE OR AS SELECTED BY THE OWNER-) NF.PA.REQUIREMENTS AND THE REQUIREMENTS OF THE REQUIREMENTS OF ALL AGENCIES "Li� M �:4 OVERHANS DEPTH AND ROOF PITCHi ADJUST AS NEEDED. HAVING JURISDICTION. 4 PER SECTION R313JI SMOKE ALARMS MAY BE BATTERY OPERATED IN BUILDING THAT W�, F+i 10. IF NO FINISH LEVELS ARE SPECIFIED ELSEWHERE FOR GYPSUM BOARD,THE FOLLOWING UNDERGO REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION IN W r4 8. ABOVE ICE AND WATER SHIELD STARTER COURSE PSTALL(ONE)I LATER OF FIBERGLASS REINFORCED ASPHALi ROOF FELT I. IF DRAWINGS INDICATE NEW FIREPLACE(5),NEW F REPLACES SHALL COMPLY WITH CHAPTER 10 P ACCORDANCE WITH APPENDIX V. Q1-1 r^'I Zo Ij-I INDERLAYMENT(GAF SHPGLE•MATE'OR APPROVED EQUAL OVER PLYWOOD SHEATHING ELSEWHERE LNDERLAYMENT SHALL LEVELS OF PAINT FINISH ARE TO APPLY: 1. THE PLUMBING CONTRACTOR(PL.)IS TO COORDINATE GAS PIPING WORK WITH ALL OTHER LAP UNDERLAYMEW COURSES A MNIMUM OF b'TYPICAL STAGGER ANY END LAPS A MNIMtM OF b FEET ATTACH OF THE 2020-RCNY5. CONTRACTORS SUPPLYING GAS FIRED EQUIPMENT UNDER THEIR CONTRACTS OBTAIN GAS F,P-H ^,y 7 UDERLAYMEM TO SHEAiHNG UTN GALVANIZED FASTENER WITH WASHER AS RECOMMENDED BY LNDERLATMENT BTUH REQUIREMENTS FOR SUCH EQUIPMENT FROM SUPPLYING CONTRACTORS 5 PER SECTION R313A3'EXCEPTION No.2'CARBON MONOXIDE ALARMS MAY BE BATTERY v�Q ^ v^+ r, MU4NJFACTUFifR A. GENERAL AREAS AND CEILINGS EGGSHELL FINISH 2 PROVIDE FRESH AIR INLET FOR FIREBOX. trJ u M r, B. BATHROOMS,KITCHENS AND LAUNDRY ROOMS SEMI-GLOSS FINISH OPERATED,CORD TYPE OR DIRECT PLUG IN IN BUILDING THAT WDERGD REPAIR 1..J i- 'i PROVIDE PROPER VENTILATION AT ALL ROOF CONDITIONS USING CONTINUOUS RIDGE VENTS ND VIDUAL ROOF VENTS,VENTED I 3. GAS PIPING 15 70 BE SCHEDULE 40 BLACK WROUGHT THREADED STEEL PIPE CONFORMING TO ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION IN ACCORDANCE WITH O P4 j+ � Fl SOFFITS,OR OTHER ACCEPTABLE MEANS 3. PROVIDE AIR TIGHT NON-COMBUSTIBLE DOORS AT FIREPLACE OPENING PER CODE.UNLESS A.S.TM.A53 AND A.S.TM.A106.FITTINGS TO BE THREADED MALLEABLE IRON. APPENDIX'J' 0,P..4 1� 0 `.J 10. WOOD DOORS WOOD PANELING AND TRIM,IF SPECIFIED,15 TO BE STAINED AND FINISHED SPECIFICALLY DESIGNED IN DRAWINGS,FIREPLACES INDICATED ARE TO BE PER THE OWNER'S 10 PStALL CONTNUOUS ALUMINUM DRIP EDGE AT ALL EAVES WITH THREE(3)COATS OF SATIN POLYURETHANE.SAND BETWEEN EACH COAT. REQUIREMENTS 4. INSTALL APPROVED HANGERS AND SUPPORTS SPACED A MAXNLIM OF 10'-0'O.0 It INSTALL ASPHALT 59NGLE STARTER STRIPS AT ALL ROOF EAVES 4. NON COMBUSTIBLE HEARTHS SHALL BE A MINIMUM OF 16'DEEP AND 8'PAST OPENING FOR D avid 1�. B arbud II. PINE TRIM OR ODORS RECEIVING STAIN SHALL RECEIVE li)COAT OF SANDING SEALER OR 5. THE SYSTEM IS TO BE PROPERLY SZED FOR A PRESSURE DROP OF NOT MORE THAN 05'OF II ATTACH EACH ROOF SHINGLE WITH f4)-I'LONG GALVANIZED ROOF NAILS PER SHINGLE WERE LOCAL WIND SPEED DESIGN 15 PRE-STAIN WOOD CONDITIONER BEFORE FINISH COATS OF STAN ARE APPLIED TO PREVENT FIREBOXES UP TO 6 SF AND A MINIMUM OF 20'DEEP AND 12'PAST OPENING FOR FIREBOXES WATER AT A SPECIFIC GRAVITY OF 0b. 4- 1N �� 4- � W MPH OR LESS OR AS SPECIFIED BY ROOFING MANUFACTURER 'BLOCHY'FINISH. LARGER THAN 6 SF. N 1 chit..C l P CJ U UH•ERE LOCAL WIND SPEED DESIGN 151W MPH OR GREATER,THAN EACH ROOF SHNGLE SHALL BE ATTACHED UTN(6)-I' 5. COMBUSTIBLE MATER ALS AND MANTELS SHALL BE A MINIMUM OF 12'AWAY FROM FIREBOX 6• PROVIDE DROP TEE DIRT LEGS AT EQUIPMENT AND AS REQUIRED BY CODE. j LONG GALVANIZED ROOFING NAILS PER ROOFING MANFACiURER'S RECOMMENDATIONS I? WOOD DOORS AND TRIM RECEIVING PAINT ARE TO RECEIVE(U ONE GOAT OF LATEX PRIMER OPENING. r� 1. PROVIDE SHUT OFF VALVES AT EACH GAS FIRED APPLIANCE OR EQUIPMENT.VALVES TO BE FOR BARE WOOD AND(1)GOATS OF LATEX ENAMEL SEMI-GLOSS PAINT IN GOLORrS)AS � 150 White Plains Road a ROOFING STAPLES ARE PROHIBITED AND SHALL NOT BE USED TO FASTEN 5NNGLES TO ROOF SHEATHNG SELECTED BY THE OWNER MANUFACTURED BY CRANE OR APPROVED EQUAL.SHUTOFF VALVES SHALL BE LOCATED �� � Suite 103 VINYL SIDING: WITHIN 6 FEET FROM THE APPLIANCE OR EQUIPMENT. ! �+ "r� Tarrytown NY l 0591 L VINYL SIDING PRODUCTS SOFFITS TRIM AND ACCES50RES AS SPECIFIED ON THE DRAWINGS SHALL BE MANFACTURED BY �` , TIE CERTANTEED,ROYAL BUILDING PRODUCTS OR APPROVED EQUAL 8. CONNECTIONS TO EQUIPMENT ARE TO BE HARD PIPED WITH UNION JOINTS OR FLEXIBLE Tel: 914-909-STAB 2 as LAPSDPG•CLAPBOARD LAPSIDW3IN4'OR5'EXPOWiMS DIVISION 14:CONVEYING SYSTEMS CONNECTIONS UIHERE RECOMMENDED BY THE EQUIPMENT MANUFACTURER b DLITC14LAP SIDING IN 4'EXPOSURE ax: 9 l 4-909-�144 c SHINGLE SIDING.-511 ULATED CEDAR SHINGLES'WITH 5TRAIG14T EDGE PANELS IN V OR 1'EXP051URE5 9. FLEXIBLE CONNECTORS BETWEEN PIPING AND EQUIPMENT TO BEAR A UL.APPROVED LABEL _ , d VERTICAL SIDING BOARD AND BATTEN' < DR.',�T'\ a SOFFITS•''•GROOVE OR HEADBOARD•VENTED OR NON-VENTED AS NOTED ON DRAWINGS NO WORK UNDER THIS SECTION 10 CORRUGATED STAINLESS STEEL TUBING(CSST)SHALL BE PROPERLY GROUNDED BY f, t A BY` C,1:.1'. ( TRIM AND ACCESSORIES.CORNER BOARDS STARTER STRIPS,'J'MOLDINGS AS NOTED ON THE DRAWINGS ELECTRICAL CONTRACTOR TO PROTECT TUBING FROM PINHOLE LEAKS. � [•i 3 COLORS SIDM.TRIM AND SOFFIT SHALL BE IN COLORS AS SELECTED BY OWNER FROM MANFACTURERS STANDARD CI•IL•'CKED SELECTION. 11. TESTING:PURGE GAS PIPING SYSTEM AS REQUIRED DO NOT PURGE INTO COMBUSTION BY:' 4 VINYL SIDING PRODUCTS TO BE NSTALLED PER MANIFACTURER5 URMEN INSTALLATION INSTRUCTIONS FOR PRODUCTS BEING NSTALLED CHAMBER OF EQUIPMENT SYSTEM IS TO BE AIR TESTED TO A PRESSURE OF 1 1/2 T MES THIE 5 SIDING AND TRIM BOARDS SHALL BE INSTALLED OVER APPROVED MOISTURE AND VAPOR BARRIER(TYVEK HOVSEWRAP SYSTEMS OPERATING PRESSURE AND MAINTAIN THIS TEST PRE55URE FOR 30 MINUTES. y(`V 1i OR APPROVED EQUAL). _S N(_)-1'1::D 6 CUTTING:USE MANEFACTURER RECOMMENDATIONS FOR CUTTING WEAR EYE AND EAR PROTECTION WILE CUTTING PRODUCTS • PA.(�NI'CI'I(): 1 FASTEN SIDING AND TRIM TO WOOD FRAMING USING APPROVED FASTENERS SIDING SHALL'4M'FROM FASTENERS TO ALLOW FOR EXPANSION AND CONTRACTION OF SOME ?3031 l-i S. ��L MLAWNG AT BASE OF SONG,AT DOOR AND WNDOW HEADS AND ELSEWHERE WHERE SPECIFIED BY 1l� } ti'I':':R'1'n.ylT_ S APPLY APPROVED ELASTOMERIC OR LATEX JOINT SEALANTS WHERE SPECFED BY SIDING MANFACTURER FOR PRODUCT =i \rchitect's SCai 08-03-20 3 BEING INSTALLED nc *0 11 ��m, SI-EAI' NO. iXisnN(.. RATT TROOM DI --------------------- �+ DEMOLITION NOTES:(RESIDENTIAL INTERIOR ALTERATIONS) Q I. THE GENERAL CONTRACTOR(G.C)15 TO FIELD VERIFY ALL EXISTING EXISTING OCTAGON WINDOW AND PORTION CONDITIONS AND SCOPE OF DEMOLITION RESPONSIBILITIES TO n7 COMPLETE ALL REQUIRED DEMOLITION. OF WALL TO BE REMOVED AS REQUIRED III 2 ASBESTOS ABATEMENT: TO INSTALL NEW 6'-O'WIDTH CASEMENT AND HEADER-SEE PLAN DWG.'Al' a PRIOR TO THE START OF WORK,THE CONTRACTOR OR THE EX.KITC) N I OWNER SHALL RETAIN A LICENSE ASBESTOS TESTING COMPANY TO TEST FOR THE PRERNICE OF AMEST05 WITHIN THE EX.DEN _ EX.STUDY AND HAVE A REPORT PREPARED INDICATED BUILDING IC ATED LOCATIONS, , EX15T4UG SLIDING G:A55 DOORS "a MATERIALS AND AMOUNTS WHERE ASBESTOS HAS BEEN FORD. -7 II AND FRAME TO BE REMOVED THE TEST RESULT REPORT SHALL BE SUBMITTED TO THE OWNER COMPLETELY { EXISTING 5LIDNG GLASS DOORS AND TO THE_OCAL AUTHORITY HAVING JUR15DISTION FOR THEIR ZP; RECORDS. (" -_y C TELY� 1O"ED b.WHERE MATERIALS WITHNN THE WOW AREA ARE FOWD TO -_-_-_ CONTAIN ASBESTOS THE CONTRACTOR 15 TO RETAIN A LICENSED --+ EX DOOR EX WINDOW EX DOOR EX WINDOW EX WINDOW EX.WNDOW EX WNDAU --y ASBESTOS ABATEMENT GOJiRAGTOR 10 REMOVE SAID MATERIALS.--------4- 7- `�' EX.DOOR 3. SAFE ACCESS OF HOMEOWNERS,WORKERS,AND OTHER I I I I I I I I I I PEDESTRIANS SHALL BE MAINTAINED AT ALL TIME5.PEDESTRIAN SAFETY 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, z WHO 15 TO PROVIDE AND MAINTAIN SAFE MEANS OF ACCESS TO AND FROM ALL POINTS IN THE BUILDING ,- EX.WOOD DECK I'~I EX.WOOD DECK I I I EX.WOOD DECK I I 4. E E IS TO BE RESPONSIBLE FOR THE PROTECTION OF ALL I I I EXIST7 ING CONDITIONS AND MATERIALS WITHIN THE PROP05ED .: I CONSTRUCTION AREA THE GL IS TO DESIGN AND INSTALL i- EXISTING WOOD DECK AND STAIRS L I I I I ADEQUATE PROTECTIVE STRUCTURES FOR ALL REMOVAL TASKS.TI$ I I I I I GRADE TO BE REMOVED COMPLETELYY I - G.C.15 TO HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR L_I I I I I I INJURY CAUSED BY OR DURING THE EXECUTION OF THE DEMOL TION 5. THE SCOPE OF WORK INCLUDES THE REMOVAL AND LEGAL \ \ -------------J I I I I I I DISPOSAL OF A-DEMOLITION MATER ALS AS ND GATED ON THE W \ `---- I I ( I DRAWINGS,LISTED HEREIN,AND AS MAY BE REQUIRED FOR THE \- -- I I I I I I I FACI_ITATION OF THE NEW CONSTRUCTION. L _ _ __ L_L_ J 6. PERFORM ALL DEMOLITIO L _______________ N jW IN A SAFE NEAT MANNER FOLLOW -___---S---L-----------------J ALL ACCEPTABLE PRACTICES,STATE AND LOCAL DES,RULES AND REGULATIONS OF ALL AGENCIES HAVING JURISDICTION IN z "'i I REGARDS TO THE DEMOLITION WORK ~ 1. REFUSE FROM THE DEMOLITION SHALL BECOME PROPERTY OF THE CONTRACTOR IT 15 THE CONTRACTOR'S RESPONSIBILITY TO 1 I I DISPOSE OF ALL CONSTRUCTION REFUSE IN A LEGAL MANNER C EXISTING STONE PATIO TO BE I I—----- I B. ANY SALVAGEABLE MATERIALS OR ITEMS THAT ARE TO BE SAVED r-: `t' REMOVED COMPLETELY i L____=J i ARE REPRESENTATIVE. AVAILA BLE FOR INSPECTION BY THE OWNER'S J EX.STONE PATIO I r-- I 9. TEMPORARY SHORING.BRACING AND STRUCTURAL SUPPORTS Z v , __--- a.PRIOR TO THE DEMOLITION OF ALL 57RJCTURAL SUPPORTSLL DESIGNATED TO BE REMOVED,THE Gr-15 TO INSTALL ALL l \ I L——__—J I NECESSARY TEMPORARY STRUCTURAL SHORING,SUPPORTS AND _ I I I BRACING.NO EXISTING STRUCTURAL ELEMENTS ARE TO BE 7 I F- _-- I REMOVED UNTIL PROPER SHORING 15 INSTALLED - - b.CONTRACTOR SHALL SHORE UP EXISTING ROOF,FLOORS AND a c WALL5 AT AREAS WHERE NEW MASONRY AND/OR WOOD STUD 7 \ ------� FRAMED OPENINGS ARE CALLED FOR AS WELL AS ON BOTH \ I SIDES of BEARING WALLS CALLED TO BE REMOVED. c.ALL TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ALL c _ %f \ I NEW STRUCTURAL SUPPORT ELEMENTS(INCLUDING BUT NOT % 7 LIMITED TO JOISTS,BEAM5,LINTELS,HEADERS.STEEL COLUMNS, :. =r _ ^ \ I WOOD POSTS,NEW FOOTINGS)ARE INSTALLED. = 10. DEMOLITION WORK IS TO INCLUDE BUT NOT BE LIMITED TO -r= C z NS _-------------------- EXTERIOR MASONRY OR WOOD STUD WALLS,INTERIOR PARTITIO , ti:^ ^ `� �� r .. DOORS AND FRAMES,WMDOIB,FLOOR,WALL AND CE LING FIN WES, 34�� � 7 j TRIM,51RILrTURAL ELEMENTS,AND MEP DEMIOL T ON_STED AND x ^ ' _ 7- AS INDICATED ON THE REEDDRAWINGS,AND AS MAY BE REQU D 1�'^_ /x i_ l 11. WHERE FLOORING FINISHES ARE NOTED TO BE REMOVED OR N=_W = = j=_"'v/ PARTIAL FLOOR AND DECK DEMOLITION PLAN FLOORING Is SPECIFIED TO BE INSTALLED IN THE F N sH SCHEDULE, l 7 O n 0 REMOVE EXISTING FLOORING DOWN TO CONCRETE SLAB REMOVE ^ ^~"'� "=`, S('AI F:1/4„_1'-D., -^ 1 xa = =, j ._: ALL ADHESIVES,MORTAR BEDS AND SPARE SLAB FOR THE �.;~C��:'"���-'-�'�=�-�'� .. INSTALLATION OF THE NEW FLOORING PER TrE FLOORING / f 2� MANUFACTURER'S INSTRUCTIONS. 12. ALL SURFACES AND FINISHES SCHEDULED TO REMAIN,IFF DAMAGED !r �.=; oG DURINGTHE DEMOLITION OR ANY STAGE OF THE WORK IS TO BE 7_=24<r ^=7^r c REPAIRED BY THE G.C.AT HIS EXPENSE TO'LICE NEW'CONDITION.IT SHALL BE THE G.C.'S RESPONSIBILITY TO DOCU ENT ANY PREEXISTING DAMAGE AND NOTIFY THE ARCHITECT OF ANY SUCH rT� DAMAGE PRIOR TO PRICING OR BIDDING. 13. ALL PLUMBING FIXTURES,SANITARY,VENT,AND WATER SUPPLY U PIPING,VALVES,GAS PIPING AND VALVES AND PLUMBING EQUIPMENT SCHEDULED FOR DEMOLITION 15 TO BE REMOVED BY THE PLUMBING CONTRACTOR(P.C.).PROPERLY CAP ANY REMAINING rTl Q PIPING AS REQUIRED.SANITARY WASTE DEAD END RUNS CREATEDI- BY DEMOLITION WORK ARE TO HAVE CLEANS OUTS INSTALL BY J �1 PLUMBING CONTRACTOR PER CODE SEE PLUMBING DRAWINGS FOR 1-4 ADDITIONAL INFORMATION. 14 ALL ELECTRICAL LIGHT FIXTURES,WIRING,RECEPTACLES,CIRCUIT PANELS,FEEDERS,BRANCH CIRCUITS,CONDUIT,HANGERS AND Z1 SUPPORTS,AND EQUIPMENT SCa_DU_ED FOR DEMOLITION 15 TO REMOVED BY THE ELECTRICAL CONTRACTOR(EL.).TERMINATE AND MAKE SAFE ANY REMAINING BRANCH CIRCUITS TO A POINT OF O CONCEALMENT PROPERLY CAP AND TERMINATE BRANCH CIRCUITS AS REQUIRED PER CODE.SEE ELECTRICAL DRAWINGS FOR y'� H-•1 �.,� ADDITIONAL INFORMATION. ✓✓ r�TT 15 ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF �w - CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED AS PER APPLICABLE CODE5 16. ALL HVAC EQUIPMENT,DUCTWORK,ETC.SCHEDULED FOR n DEMOL17ION 15 TO BE PERFORMED BY EITHER THE G.G.OR THE � z HVAC CONTRACTOR SEE HVAC DRAWINGS FOR ADDITIONAL INFORMATION.COORDINATE WITH PLUMBING AND ELECTRICAL CONTRACTORS FOR TERMINATING AND MAKING SAFE ANY ELECTRICAL FEEDS AND GAS PIPING TO SAID HvAC EQUIPMEENT 11. THE G.G.15 TO CLEAN ENTIRE BUILDING EACH DAY OF ALL DEBRIS DURING THE DEMOLITION.BROOM SWEEP AND CLEAN BUILDING AS Z v REQUIRED AT THE END OF DEMOLITION PHASE. U W DEMOLITION �- �� LEGEND David A. Barbuti EX*TM PARTITIONS TO F EhWIN Architect,P C 150 White Plains Road AR. DMINGSuite 103 ————— afc1�ount°�s� Tarrytown,NY 10591 RuIM HVAC=13,EX*V 1"MKE r*E IN 9 -9 - f�- �� � U&LS OEM M910VW Tel. 14-09 5143 �� /�� �� ��� Fax. 9l4 909-5144 �i DOOR FRAME AHD CASING 1O DE BN'•��e� a�:FAMDVM C.1:.1'. t� �• Bl' SCIV_E• E)d81WG PLLM3M FDAIIREB TO BE R@MOVED A S N J'`--� CAP Dd51NG PIPWG AS IMa W PPo_tta ?.;(JS04 1` +�'�!'j�� \rchitc 's Seal U8-(13-?(1?3 �� na 4 x 4 P.T.WOOD DECK POSTS SH l_,'l' No. BEYOND-SEE PLAN FOR SPACING DOUBLE DECK BOARD RUNNING PARALLEL TO DECK J015T5 AT EACH SIDE-MITER JOINTS AT CORNER5 A i i DECK BOARDS RUNNINGAl 1 PERPENDICULAR TO DECK JOISTS I I I I I I I ' 2 x Q P.T.WOOD LEDGER BOARD FASTENED TO FOWDATION WTHK' ' 1 I STAINLESS STEEL OR GA6V.HILTI WEDGE BOLTS AT Ib'O.C.STAGGERED ATTACHED JO15T510 LEDGER BOARD WTH SNP50N LU210 GALv.JOIST HANGERS-SEE DETAIL'2'DWG'A4'FOR ADDITIONAL W- MATION 1 I I I I }l'REvEaI I 2 x PT WOOD 1 i DECK JOISTS (2)6 x 6 P.T WOOD POSTS SUPPORTING LANDING At DOOR ABOVE-ONTO SOLID WOOD BLOCKING BETWEEN 0- JOISTS AND ATTACHED BLOCKING WITH 5*EE:ANGLES AND SIMPSON STRONG i %W THICK x JOIST DEPTH AZEK ;a TIE S'%I CT'JRAL SCREWS-SEE DTL.'I' WHITE PVC SKIRT BOARD OR S Z FOR ADDRIONAL rt�FORMATION APPROVED EQUAL BY DECK 11l4' Ib'OL.MAX. 1 BOARD MANUFACTURER �. I INSTALL ADDITIONAL DECK JOIST AS SHOWN TO SUPPORT ENDS OF PERPENDICULAR DECKING ..i INSTALL 2 x 10 P.T.WOOD BLOCKING AT Ib'O.C.TO i 1 I - aD SUPPORT DECKING PARALLEL TO DECK JOISTS f INSTALL ADDITIONAL DECK JOIST POSTS AND DLOCATES ICN5 TO ATTACH POSTS TALL ADDITIONAL BLOCKING AT --1 1.�• AS SHOWN TO SUPPORT ENDS OF PERPENDICULAR DECKING z SECTION VIEW INSTALL LLTO SUPP0RTWEGBgpARD AT DECK WITH PERIMETER SKIRT BOARD s I - PARALLEL TO JOISTS AT SIDES 2 x 10 P.T.WOOD DECK JOISTS 1 1 AT Ib'O.C.MAXIMUM I I r m 1 1 V SPACE BETWEEN DECK i MAX.J015T SOACNG BOARDS TYPICAL I 1 I q - - - I I _ _ _ T _ _— - - - 2 x IsD P.T.WOOD i SPACED DECK BOARDS INSTALLED r DECK JOISTS PERPENDICULAR TD DE.<JOISTS ;G f I L'J `/_ N A- x m.' D 5' RE G '0 `r 1 AT iD 'AN Aw IS'S AY5 I ATT H P0575 TO FRAMING WITH i MITER DECK BOARD �L; _ 1 (2) D A.GALV.THROUGH BOLTS JONT5 AT CORNERS ,I INSTALL ADDITIONAL o I WITH G V.WASHERS AND NUTS _ i DECK J015T5 AT SOLID �; i 4 x P..WOOD DECK POSTS i ,^.-' -�———— ®� r———— - BLOCKING AS SHOWN TO 1 ( CALLED FOR ON PLANS) 1 x .^. ' ,' ——————�_ ,' INSTALL DECK'PICTURE °' � I I DOUBLE DECK BOARD'PICTURE „• ' ——— ——— --— =———— FRAMiW'o' SEE DETAIL 1 INST LL ADDITIONAL 2 x 10 I FRAMONG'ALL AROUND DECK TE111 A '3'FOR ADDITIONAL 1 BL KI AT POSTS TO b x 6 P.T WOOD STS SET ON ____ _ _ --- — RFO(d1ATI0N o I I 1 A1T H POSTS TD FRAMINGSIMPSON ABAbb G v.POST BASES INSTALL I8'>�A.'BIC�001' TING FORMS WITH 12' ——— ———— 9 -/ Ll ATTACHED TO PIE UTH/f'DIA x 8' DIA.SONOT PIER FORMS TH REBAR i^LONG GALV.ANCH BOLTS TYPICAL RENFO�FILLED SOLI LY WTH 3 P51 ❑ i I 1 i 4 x 4 P.T.WOOD POST IN DECK CORERS --� CONCRETE PICAL WHERE -SEE DTL.'I'DWG. (WHERE GALLED FOR ON PLANS) 'A4'FOR ADa1110NA1 ION i s _ _ r i Ll i 11 I ---------------------------------------------- — \ \ --_ ----------------------- ----------------- V' a G — (8)6 x 6 RED CEDAR RGOLA POSTS ABOVE AS SHOWW / "�— — INSTALL 2 x Q P.T SOLID BLOCKING ON THE FLAT r-. BETU,EEN JO15T5 TO A ACH POST BASES TO DECK FRAM FCON�.(?U��ATMWOOD �r _ SEE DTL'2'FOR ADDITIONAL IPFORMATION :L. ~' 2 1'b L 15,01 L!411 PLAN VIEW PLAN VIEW `� %O 2 i 11, T m, 1141 Bo�, 8-�,� 2 DECK FRAMING AT DOUBLE DOUBLE DECK BOARD PICTURE FRAMING r / v- DECK BOARD PICTURE FRAMING — x — 23'-8' �_�; a/7= -0' 4'•8' DETAIL(DECKTNG"PTCTURI�FRAMING 3 —4-7 ^% ? `i H r 5' ..i Z _ s x Z�SCALP:I IR„=1.0. -�DECK FOUNDATION AND FRAMING PLAN -'= NEW WUUD DECK ARLA=1.142.28 S.F. SCALP:1/4"=1'-0" �;7- WOOD DECK JOIST SPACING NOTED ABOVE IS WHEN COMPOSITE DECKING IS INSTALLED AT W DEGREES TO JOISTS WHEN DECKING IS INSTALLED AT 45 DEGREES TO FRAMING THAN W JOIST SPACING MUST BE REDUCED TO 12'O.C.MAXIMUM Z U W 2 x 10 P.T.WOOD 2 x 10 P.T.WOOD DECK JOISTS DECK J015T5 DRILL X'DIA.HOLE AT CENTE I--� OF PERGOLA P05T LOCATIONS Q b x b P.T WOOD POSTS TO FORS'DIA.THROUGH BOLT r------ � SUPPORT LANDING AT DOOR I f-1 ATTACHED(2)2 x I?P.T.WOOD A BLOCKING TO JOISTS WITH(4)SIMPSON ^ H O - - ® - A LE i 4�'LONG'505'SCREWS EACH SIDE LT. (TT�7 L-------i �� LT.4 z INSTALL(3)2 x 10 P.T.WOOD SOLID INSTALL(2)2 x 12 P.T.WOOD SOLID '� W -_•r-i ATTACHED POST TO BLOCKING WITH BLOCKING ATTACHED WITH 12d GALV. SIMPSON STRONG TIE MODEL BLOCKING AT EACH PERGOLA POST ',� (2)18 GA.x 21'x 3 X'x 4'LONG COMMON NAILS AT EACH UPPER APBbb DECORATIVE BASE LOCATION-SEE PLAN FOR LOCATIONS �v ^� STEEL ANGLES AND(2)SIMPSON 3' LANDING POST LOCATION-SEE PLAN BASE SECURED TO BLOCKING J LONG'SD5'SCREWS AND(2)3 FOR LOCATIONS WITH}'DIA.GALV.THROUGH Z LONG'SWDS'SCREWS EACH SIDE BOLT.WASHERS AND NUT Ib'OL 16,OL MAX.JOIST SPACNG MAX.JOIST SPACNG rT�l <.4 f—I ATTACH POST TO BASE WITH(4) O ATTACH POST TO BASE WITH APPROVED SDWSDBB OUTDOOR DRILL IN DIA HOLE THROUGH v� Q >� (4)3'LONG'SD5'SCREWS ACCENTS STRUCTURAL SCREWS BLOCKING- D TO BLOCKING VE BASE WO ��1 (?)18 GA x 2 'x 3 'x 4'WI WITH STN22 HEX NUT WASHERS BASE SECURED TO BLOCKING GALV.STEEL ANGLE BRACKETS SIMPSON STRONG-TIE MODEL WITH}l DIA GALv.1HR000H a �+ �..� rl CI DECK BOARDS RUNNING ATTACH ANGLES 10 BLOCKING APBbb DECORATIVE BASE BASE BOLT,WASHERS AND NUT PERPENDICULAR TO WITH(2)3'LONG SIMPSON'5DW5' DECK BOARDS RUMJING a u DECK JOISTS STRUCTURAL SCREWS PERPENDICULAR TO i David id 1'1. L a r utl DECK JOISTS -�a Architect,PL 1 �, )�.► 150 White Plains Road Suite 103 ?x 10 P.T WOOD r r" `y �+!, ,�_ �•il 3b, x ATTACHED(?)2 x 12 P.T.WOOD ��' :: ,. �'__? ' Tarrytown,NY 10591 DECK JOISTS INSTALL(3)2 x 10 P.T.WOOD SOLID BLOCKING TO J015TS WITH(4)SIMPSON +�'yr`;j�1' 4J f 'r` - Tel 914-909-5143 BLOCKING ATTACHED WiH 12d GALV. 2 x P.T.WOOD 41'LONG'SD5'SCREWS EACH SIDE tti COMMON NAILS AT EACH UPPER DECK JOISTS y 1;� : Fax: 914-909-5144 LANDING POST LOCATION-SEE PLAN INSTALL l2)2 x 12 P.T.WOOD SOLID �,,, .1 K�. of FOR LOCATIONS BLOCKING AT EACH PERGOLA POST IV OL MAX LOCATION-SEE PLAN FOR LOCATIONS ` ';`- ,,',;;i '' nR.���� 16'O.C.MAX. - ...•. STRUCTURAL POST ATTACHMENT TO DECK FRAMING PERGOLA POST ATTACH>\II:NT TO DECK FRAMING `='"���' DETAILTI­ (T'OS,-fU_DF('K_Al"ICTTMI TJI DETAIL WI'I:RGOLA-I'OS'I'=I'"FCK-1111CHNIENr1 fC' _S NQ SCALE:1 1/2"=I'-0" q, SCALP:1 IR"=V-0" q �:,,r; ef' wNb 23(6(,)4 S'EA ICI'DA'11: Architect's Seal U8-03-20 3 Si-TE-ET No. INSTALL I Jf PVC WASTE PiPE WITH'P'TRAP FROM OUTDOOR KITCHENS SINK TO-Ct1.9L'S WASTE PIPING SYSTEM AS REQUIRED PER 2020-PCNY5-°ROVIDE WITH DRAINS AS NEEDED TO DRAIN PIPING BEFORE EACH WINTER i XISTTNO INSTALL Jf INSULATED HOT WATER PROVIDE MNiMJT OF(2)20A.BRANCH A ATU iROOM SUPPLY PIPE FROM HOUSES HOT CIRCUITS CONDUCTORS N CONDUIT OUT TO WATER PIPING TO OUTDOOR KRCIEN'S OUTDOOR KITCHEN FOR REFRIGERATOR A SINK AS REQUIRED PER 2020-PCNYS CMI1 AND GEi4ERAL PURPOSE A2 A PROVIDE WITH DRAINS AS NEEDED TO RECEPTACLES PER ELECTRICAL CODE DRAN PIPING BEFORE EACH WINTER , PATCH WALL FINISHES AROUND NEW PATCH WALL FINISHES AROUND NEW WINDOW AND NSTALL WINDOW WINDOW AND INSTALL WINDOW ( CASINGS TO t1A1CH EXISTING NODE LASHINGS TO MATCH EXISTING HOUSE *TALL JS'INSULATED GOLD WATER SUPPLY PIPE FROM FHOL<iE5 COLD � EX.DEN WATER PIPING TO OUTDOOR KITCHENS WALL OF EX1511N5 HOUSE SINK AND ICE MAKER AS REQUIRED ' PER 2020-PCNYS PROVIDE WITH ' DRAINS AS WEEDED 10 ORAN PIPING EXISTING SLIDING DOOR TO BE REMOVED AND NEW EX.STUDY o BEFORE EACH WINTER I CASEMENT UANDOW INSTALLED-IN-FILL BOTTOM OF I EX.KITCHEN 9 a UNDER COUNTER T WINDOW WITH 2 x 6 STUDS AT 16'O.CJF CDX PLYWOOD —^ 1 EXISTING SLIDING DOOR TO BE REMOVED AND NEW r STORAGE WITH DOORS SHEATHING.CEMENT ST CCO TO"LATCH EXTERIOR `� INSTALL NEW OUTSIDE GFGI DUPLEX CASEMENT IA14DOW INSTALLED-IN-FILL BOTTOM OF FNI5N,R-21 BAT'INSULATION,)'GYPSUM BOARD -T RECEPTAC-ES N XAT/ER TIGIdT WINDOW WITH 2 x b STUDS AT Ib'OL,6'CDX PLYI)DOD � Z �� I M I I I 7, TAPED,SpACKLED AND PAINED AND N=_W WOOD BOXES•IB'ABOVE DECK AS 5oM SHEATHING,CEMENT STUCCO TO MATCA EXTERIOR I i BASE AND WINDOW CASINGS TD MATCH EXISTING ?4 AN^J AS REQUITED BY CODE FINISH,R-21 BAT`INSULATION,J'GYPSUM BOARD PORTION OF EXISTING WALL As REQUIRED I I I �F i r TAPED.SPACKLED AND PANTED AND NEW+WOD TO INSTALL NEW CASEMENT WINDOW. OUTDOOR KITCHEN I I Z x BASE AND W NDr CASINGS TO MATCH EXISTING �DWI I WITH SEATINGGfa I I NEW MARVN ULTIMATE CSMT.WINDOWS Ex.WINDOW EX) <-T E WINDOW EX WNIDOW,Ex WINDOW EX.WINDOW v , I `F.F I I ~ I -44 � $ z ' UGA1448-3(LO.S-RO) I � ♦I�AB\ I I 4'WIDE OUTDOOR ———— I IJ nec i A I 11—LCA24N8 (N.O-9 a `� I I ———— REFRIGERATOR 36'WIDE STAINLESS STEEL GRILL I I s C. &-AND WIDTH �n�� , le T I I I N ✓ UTD O TCf I �,K l71(1 I.44 — I I I I I I I I I I I'-6' A+J' I IL "u +F= II r Ft P.T WOOD LANDING STAIRS RAILING II II I I II WI E TING II 1L I I II L——— J Z SYSTEM-SEE DUGS.'A4'A -AV FOR SEE A FOR I ADDITIONAL CONSTRUCTION NFOF�IATION I I i I ADD ITI TION i I I o L —— — ——————————————— ——- -————————— ———————————————————— < II IIII I I � I I I II II ;I III I m ,. JJ III I I'-6'DEEQ UPPER NJOER 000WER OrDOOR Z I K%TC RE°RI ERATOR x Q COUN!ER?OP�44'AFF. � .I?M ICE MAKER Ej NIN A IT T 3'-m' '-m' II IIII II II II II II ii IIII 12 0' INSTALL'PICTURE FRAME'DECKING I WITH(2)DECK BOARDS ALL AROUND ( II IIII II II II I I II I I IIII DECK SEE DETAIL'3'DUG.'AI'FOR Z OUTDOOR KITCHEN LAYOUT 15 SCHEMATIC 10 SHOW BASIC REQUIREMENTS-FINAL ADDITIONAL ET FRAMING BLOCKING I A 's DESIGN,LAYOUT,EQUIPMENT,APPLIANCES.ETC.TO BE DETERMINED BETWEEN OWNER O AND OUTDOOR KITCHEN DESKsNER — �' ✓� ' I < m 2. PROVIDE ELECTRIC BRANCH CIRCUIT(S),GAS LINE TO OR WAS WASTE.VENT AND W07 II I III II II I II II III I V AND COLD WATER SUPPLY LINES FOR SINK PER RCNYS REQUIREMENTS. r I x 6 SPACED COMPOSITE DECKING WITH Cn 3 OUTDOOR PLUMBING LUST BE ABLE TO BE VNTER12ED'AND DRAINED OF WATER p U PERPENDICULAR _ I II IIII I I II II II I I TO PREVENT FREEZING. 1 HIDDEN FASTENERS BY TREX OR APPROVED !n 4 INSTALL OUTDOOR RATING GFC DUPLEX RECEPTACLES N WEATHER TIGHT BOX AS ==+ IEQUAL AS SELECTED BY OWNER INSTALLED II II Z SNOW AND PER ELECTRICAL CODE INSTALL AS LEAST 014E(U RECEPTACLE WITH — MANJFACTURER'S WRITTEN -INSTALL INSTRUCTIONS CS>= I 11= I I ADDITIONAL U5B PORT. t t 11 ' i — OUTDOOR KITCHEN ENLARGED PLAN l NEW OOD DECK �I I I G 1,1422E F.DECK I I I I I S('ALE:I/2"=I'-0" -t INSTALL 2 COURSE DECKING 1334DO SF. RVIOUS SURFACE II II II II II II PICTURE FRAMING ALL AROUND RED CEDAR D PERGOLA WITH RETRACTABLE ADES OVER 1, / � DECK KITCHEN AND ATING AREAS II I III II II II IIII IIII Ll Lp �36'WIDE MINIMUM BLUE T I 1 ATF, ce ✓r Jx.'_ �� f.;;,Z z r_ 1 LAAIDI�Ca AT STE7111 - F'71 IIIC Q _ j~v f f_ (3)STEPS DOWN TO I / 7 ^ GRADE FROM DECK I I ��'�f� ;!C7 .�G LANDqGAPING INSTALL(6)6x6 FED CEDAR 7-l'^^ ?4� PERGOLA."%WTH Jq DIA.ROUND ~""/^^i MRS AT EDGES TYPICAL ANDSCAPiNG AROUND ALL OPEN SIDES NOTCHES N TOP OF POSTS TO OF DECK AS SELECTED BY OWNER SET WIPER JOISTS ONTO , 1'4' 5-0' I'b Z 7 W �-I MCI ~r1 ATTA 4 1 x 10 J015T5 AND DIAGONAL 2 x 4 RED CEDAR CRO55 BEAMS AT 11'O.0 2 x 4 RED CEDAR CR055 BEAMS Al 11'O.0 ✓� r--1~ WAILED OR SCREWED TO 2 x 10 BEAMS NAILED OR SCREUUED TO 2 x 10 BEAMS .•./ BRACES TO POSTS WTi4(1)J'DIA. i•Ll�� —(2)2 x 10 FZGD CEDAR I`0 (2)2 x 10 RED CEDAR ..A-V.CARRIAGE BOLTS EACH UPPER JOISTS UPPER JOISTS v PARTIAL FLOOR/DECK PLAN �,o •• 7 W NEW WOOD DUCK AREA=1.246.50 S.F. SCALE:1/4"=V-0-- A Lz `" '�- 41 OUTDOOR KITCHEN SINK ',$ - i)k; i AS SELECTED BY OWNER > I V- ^ ✓ n j 1 1 i � 'STUDOR'MNI•VENT OR IY.'PVC'P'TRAP I I ' b.N 6' APPROVED EQUAL AAV WITH DRAIN TO z Z (AIR ADMITTANCE VALVE DRAIN N WINTER I I i i - TO VENT PIPING•INSTALL L—— i O i /�. O - W PER MANUFACTURER'S — , W f [�� .—; WRITTEN INSTRUCTIONS d i"� ^ ^ z �: CUT I'DEEP x 5 Y,'HIGH NOTCHES 1� EACH SIDE OF POSTS TO SET TOP 2 x 10 FRAMING ONTO P05T 4S 2 x 10 RED CEDAR LOWER JOISTS I x 10 RED CEDAR LOITER J0151 a EACH 51DE ATTACHED TO POSTS WITH David A. B arbuti i•.q{4• EACH SIDE ATTACHED TO POSTS (2)1'DIA.GALV CARRIAGE BOLT S WITH(1))4'DIA GALV CARRIAGE 2 `'-1 4 Architect PC )A'PVC WASTE PIPING BOLTS I NOT CUT(CJ40IN a -' 7 FROM EUTDOORSINK TO b X b RED CEDAR POSTS — ' 150 White Plains Road PER WTH EDGES ROUNDED OVER ,.&'t. ` NEAREST WA51E PIPING WTH J'DIA.ROUND OVER BIT ;r INSIDE HOUSE ` _ }° Suite l 03 4 x 4 RED CEDAR DI r.�ct- r Tarrytown,NY 10591 PLUMBING RISER DIAGRAM BRACES IN CORNERS AGONAL 1��. ', ;'•. ',�: Tel: 914-909-5143 ATTACH BRACES 10 P057 WITH t �� Fax: 914-909-5144 %'DIA.x b'LONG GALV.LAG I Y z NOl'To S(:ALi SCREWS W , PLUMBING NOTES: DRAWN' i. ALL PLUMBING UIORIC 10 COMPLY WITH THE 1010 PLUMBItJCs CODE OF NYS(2010 PCNYS). b X b RED CEDAR POSTS N ''` , '+° R�` f.i\.T. 2 PLUMBING RISER DIAGRAM IS SCHEMATIC IN DESIGN-PLU SING CONTRACTOR TO 5}�' WITH EDGES ROUNDED OVER rr'mi ;• r::E� �al COORDNATE STACK LOCATIONS AND PIPING RUNS PER FLOOR PLAN LAYOUT. WTH)F DIA.ROUND OVER BIT _ ?; gj�:'�tiH'n 3 CONNECT VERTICAL DRAIN PIPES TO HORIZONTAL WASTE PIPES WITH WE'FITTING PLUS 45 SECTION"A" DEGREE FITTING,LONG SWEEP90 DEGREE FITTINGS OR(1)45 DEGREE FIT11NG5 EXCEPT AT y TOILETS OR WHERE SHORT SWEEP FITTINGS ARE PERMITTED BY THE CODE. ''' sc:fuJ- 4 HORIZONTAL WASTE LINE PIPNG TO PITCH 114'PER FOOT. __ _ \S N011-M 5 ALL FIXTURES TO BE PROPERLY VENTED.HORIZONTAL vENTS PIPES SHALL BE INSTALLED DETAIL, I>Nc:�ItiC l'�r� 6'ABOVE THE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE OR 42'MINIMUM ABOVE FLOOR '. (PI:R(;OLA-00NS1'RTT("I'IONH b INSTALL CLEANOUTS AT END OF WASTE RUNS AND AT CHANGES IN PIPING DIRECTION PER '?.)(JD()-{ PLUMBING CODE S('ALI"s:1 12"=V-0" A2 � .C. `(^ t�:�n:: �, •����, •�`�� �� Architect's Scal 1.4 S11F.1"T No. A3 i z _ RED CEDAR N RETRACTABLE —— — — — — — — — — — — KITCHEN AND SEA % Cl, 'J LL f ICI �/ ♦� 11 •— �� / 4 x 4 DIACsONAL BRACES IN CORNERS BOLTED P.T.WOOD UN'a,�irTAIRS AND RAILI _ TO FRAMNG 9 p SY57EM-SEE DUKjS.'A4'AND'A5'FOR — —W —IIBBFFi9!b1.f8N5�RUC — � z co wore y _z =� -- C`=' Z ———————— ———————————————— —————————— ———————— ,�G ✓. --—----- '..i I I 1 I I 1 I I I 1 1 1 Q V J l J l J l J l J l J l C4 (3)STEPS DOUN TO GRADE FROM DECK ci r� JE1c 2 REAR ELEVATION ^fir'—�� 7 7- 7. REMOVE EXISTING OCTAGON WINDOW AND .i✓%—�/~x i x a:7�^7 ^P x PORTION OF EXISTING WALL AS REQUIRED TO INSTALL NEW CA5EMNT WINDOW. PATCH WALL FINISHES AROUND NEW W FED AND INSTALL WINDOWD CEDAR WOOD PERGOLA WITH HOUSE RETRACTABLE SNADE5 OVER CASINGS TO MATGN EXISTING KITCHEN AND SEATNG AREAS NE av OUTDOOR KITCHEN AREA WITH SEATING-FINAL DE51GN TO BE :c DETERMINED BETWEEN OWNER AND OUTDOOR KITCHEN DESIGNER PROVIDE 10IV.ELECTRIC,GAS PIPING ,y�^ 1--"I FOR GRILL,AND DWV AND WATER ✓✓ SUPPLY PIPING FOR OUTDOOR SW - - - - - - - - '' �-1 I - - - - - - - - - W� ;r W "1 �J I I1,4 �� 1 ��7 W z W LLIv 0 ----------- ------------ w � W v� J l J IL J l w�fHz'71 V David A. B arbuti PARTIAL SIDE ELEVATION 5('ALI:.1,4-1'_(1' Architect PC ARC SuiOte 103e Plains Road ��� y. Tarrytown,NY 10591 f C� A� Tel- 914-909-5143 � � Fax: 914-909-5144 �. An + 1. CHECKED SCALE.• AS NOT n rec�lEc�•�o 230-504 �� • ' S'I*.-,J I)A*1•E: Architect's Scal 08-03-2023 WOOD DECK PLATFORM AND OPEN PORCH NOTES SHE. I•\0. L ALL WORK SHALL COMPLY WITH ALL APPLICABLE 5EC11ON5 OF 114E 2020 RESIDENTIAL CODE OF NEW YORK STATE(HEREAFTER FERRIED TO AS 2020-RCNT5) A 2. FRAMING LUMBER FOR EXTERIOR DECKS,SILLS SITTING ON MASONRY EXPOSED TO MOISTURE.WITHIN AX V OF FNISI•ED GRADE OR ANT OTHER EXTERIOR USE 15 TO BE STRUCTURAL GRAZ*HEM-FIR 9 F0 WOO PS.L MNM'JM OR BETTER PRESSURE TREATED f ACQ OR EQUAL).LUMBER 15 TO BE FREE FROM L005E KNOTS,SPLITS,CHECKS,WARPING AND OTHER IMPERFECTIONS THAT WILL IMPAIR ITS b x b P.t.WOOD POST STRENGTH OR APPEARANCE. ATTACHED 10 PIER WITH 3. INSTALL ALL REQUIRED MAILERS,BLOCKING AND GROUNDS A5 REQUIRED BY CODE AND TO SIMP50N ABAbb POST BASE A4 ATTACH ALL FINISHES AND ACCESSORIES. A. ALL WOOD BLOCKING AND GROUNDS TO BE PRESSURE TREATED PINE OR HEM-FIR PROVIDE AS FOR LEDGER BOARD ATTACFfW REQUIRED TO RECEIVE FINISHES AND MOUNTING ALL ACCESSORIES. J'D A.x 8'LONG GALV A4 5 AVOID NOTCHING IN JOISTS,RAFTERS AND BEAMS IF POSSIBLE NOTCHES(IF REQUIRED)IN THE TOP ANCHOR BOLT SET INTO OF JOISTS,RAFTERS AND BEAMS ARE NOT TO EXCEED Ub(ONE SIXTH)THE DEPTH OF THE MEMBER CONCRETE PIER 4 X 4 P.T WOOD STRUCTURAL POSTS BOLTED AND-HALL NOT BE LOCATED IN THE MIDDLE V3(ONE THIRD)OF THE SPAN.NOTCHES AT THE ENDS TO DECK STRUCTURE COVER WITH COMPOSITEMAY BE TOP OR BOTTOM OF MEMBER AND 15 NOT TO EXCEED 1/4(ONE QUARTER)THE DEPTH OF 'd RAIL 5Y57EM5 POST SLEEVES AND CAPS SEE THE HEARER p DTL.'1'DWS'AY'FOR WOOD POST 6 HOLES BORED INTO JOISTS,RAFTERS AND BEAMS FOR PIPING OR ELECTRICAL WRING 15 NOT TO BE 1 ATTACHMENT TO DECK FRAMING CLOSER THAN 2'10 THE TOP OR BOTTOM OF THE MEMBER AND THE DIAMETER OF THE HOLE LS NOT 36'HGH COMPOSITE RAILING SYSTEM TO EXCEED 1/3(ONE THIRD)THE DEPTH OF THE MEMBER AS SELECTED BY OWER.INSTALL PER 1 PROVIDE 2 X SOLID WOOD BLOCKING AT DECK JOISTS AT MID SPAN OR EACH 8'0 CF SPAN f% MAfFACTURER'S WRITTEN INSTRUCTIONS MAXIMUM 28'DIA.'BIGF001'BF-2B 12'DIA.50NOTUBE FORM FILL FOOTING FORM FILLED SOLIDLY Z S. W'LES6 OTHERWISE NOTED ON THE DRAWINGS,INSTALL DOUBLE 2 X FRAMING AT AL STAIR WITH 30M P51 CONCRETE 2'-4'DIAMETER SOLIDLY WITH 3M PSI OPENINGS,FLOOR OPENINGS GREATER THAN I6',ACCESS HATG•ES AND ANT OTHER SITUATION WERE CONCRETE FOR PIER FRAMING 15 HEADERED OFF PT WOOD STAIRS WITH COMPOSITE PLAN VMW .� DECKING TREADS AND RISERS " 9 ALL JOISTS FRAMING INTO THE SIDES OF BEAKS AND LEDGER BOARDS ARE TO UTILIZED 7MAX' SEE DTL5.7'AND'3'DUG.'AY' GALVANIZED JOIST HANGERS(SIMPSON STRONGTIE OR EQUAL)RATED FOR CONTACT WITH FOR CONSTRUCTION ' PRESSURE TREATED LUMBER TRIMMER AND HEADER BEAMS ARE TO BE CONNECTED WITH DOUBLE JOIST HANGERS.JOISTS AT END OF LEDGER BOARDS SHALL BE CONNECTED TO LEDGER BOARD ATTACH FLUSH BEAM TO POSTS WITH USING SIMPSON LUG CONCEALED FLANGE JOIST HANGER OR APPROVED EQUAL. QM'DIA.GALV THROUGH BOLTS Q l2Tl z l2 P.T.WOOD z 10. ALL METAL FASTENERS,ANCHOR5,POST BASES,CONNECTORS,J0157 OR BEAM HANGERS,SHALL BE WITH GALV.WASHERS AND NUTS FLUSH BEAM _ ~' HOT DIPPED GALVANIZED'ZMAX'GALVANIZED OR STAINLESS STEEL A5 MIANFACTURED BY W- �- (2)6X6 P.T.POSTS- SIMPSON STRONGTIE OR APPROVED EQUAL.ATTACH COMIEC10R5 TO FRAMING PER SIMP50N'S 0- x u, WRITTEN INSTRUCTIONS USING NOT DIPPED GALVANIZED COMMON NAILS OR SIMPSON PROPRIETARY NOTCHED TO RECEIVE SST -� 5D•r���r CUT 3'DEEP x I11:'NIGH f 3' w,_ _ (2)2 X 10 P.T.WOOD BEAT" NOTCHES INTO TOPS OF POSTS b x b P.T. '^ 5'-0' IL DECK P.T.WOOD LEDGER BOARDS ARE TO BE SECURED TO HOUSES RIM JOIST AND/OR HOUSES TO SET BEAM CN70 POST-DO WOOD POST uWi ATTACH JOISTS TO EACH SIDE OF FLUSH FOUNDATION WALL WITH CODE APPROVED FASTENERS FOR SPECIFIC INSTALLATION 511C14 AS NOT OVER CUT NOTCHES W P✓ BEAM WITH GALV.STEEL JOIST HANGERS LANDING DEPTH GALVANIZED BOLTS,NUTS AND WASHERS,OR PROPRIETARY SCREWS SUCH AS 5AMP50N `-,Wn L, r--1 BY SIMPSON LU5210 OR APPROVED EQUAL = SEE DETAIL'2'F R BOARD ATTACHMENT 'STRONG-DRIVE SD SCREWS'CARRIAGE BOLT5 ARE NOT PERT'7ED FOR A'TACNNJG.EX4R SIMPSON ABAbb 25'-10' ;o TO FOUNDATION '.'Cq AL.JOISTS TO LEDGER BOA GALv.POST BASE _ INSTALL 2 x 10 SOLID BLOCKING SIMIPSON LU5110 A D EQI 'v FIN.GRADE r x 2'MINMUM i B PTWOOD FRAMING IMEFBERS SHALL BE ADTTACHED WITH HOT DIPPED GALVANIZED GOMf ION NAILS. o 3'-0'LANDING AD DEPTH AT JOIST MID SPANS TYPICAL SEE DTL.'2'DUCT.'A"FOR WOOD P05T5 TO DECK FRAMING ATTACHMENT IOd COMMON NAILS=0.148'X 3'LONG,l6d COMMON NAILS=0.I61'x 3K'LONG. 1 � T7fI I I 14 BASE BID DECK BOARDS SHALL BE EITHER V X 6 OR 1 X 6 PRESSURE TREATED BOARDS D ° }f'pIA X 8'LONG HOT 2 x 10 D.T_JOISTS AT VOL I I 2 x 10 P'JO S'.5 A'Ib'0 12 x 10 PT.JOISTS AT VOL ATTACHED TO DECK FRAMING WITH(2)2J'GOATEED WOOD DECKING SCREWS PER JOIST DECK I I I ' BOARDS SHALL'LAVE A'INMUM SPACE OF x' DIPPED GALV.ANCHOR BOLT 9 ry = i' �2'DI*� R-3,000 PSI ^ 6 AT OPTION OF O'JINER OR AS SPEGtFICAL_Y NOTED ON THE PLANS,DECK BOARD MAY BY � 'Fj CONCRETE FILLED SONDTUBE PIER ~ p� ' ' EXISTING GRADE EVE-AND PROVIDE COMPOSITE DECK BOARD SUCH AS'TREx'OR EQUAL,OR AN10T�4ER WOOD SPECIES SUCH AS RED 'v 'v SLIGHT.ITC4 AWA. RO'"HOUSE r CEDAR,`MAHOGANIY,OR IPE.COMPOSITE BOARDS SHALL BE ATTAC40 EIU-ER WITH � LL o v C LL SHALL CTUBE RE ACHE ADECK SCRROVED HID OR DENIDDFFASTENERS TENER SYSTEMS OTHER WOOD SPECIES (3)e 4 DONEL 5 -- ° 4�0' I I ' I i ' I I FOR L�BOAR) 16. RAILING POSTS SHALL BE ATTACHED TO DECK FRAMING USING GALVANIZED THROUGH BOLTS,NUTS 3 STIRRUPS AT 12'O.G.MAX. LANDING + ' ' AND WASHERS INSTALL SIMPSON DMZ DECK TENSION TIE AT TOP BOLT OF POST TO PROVIDELO o INSTALL BLUESTbNE I'-0'�� Imo- A4 LATERAL SUPPORT TO RESIST 200 Ib.CONCENTRATED LATERAL LOAD.BLOCKING ALONE AT P0575 SET IN STONE DUST OVER 4' WALL NOT BE PERMITTED TO RESIST POST LATERAL LOADING. ►� - 28'D A.'BIGFOOT'BF-28 :o CRUSHED STONE BASE �I I SEE DETAIL'I'FOR TYPICAL �I- ( ' ( I CONCRETE FOOTINGS.AND WOOD EXISTING FOUNDATION WALL - n GUARD RAILS AND STAIR HAND RA LS SHALL COMPLY WITH SECTION R3TI OF THE 1020 RGNYS AND ° FOOT PSG FILLED SQL DLY c.. ' ' I I P05T CONSTRUCTION INFORMATION ! I I I BE CONSTRUCTED FROM Pt WOOD A5 N PO LED ON PLAN.nNMuh GUARDRAIL HEIGHT IS TO BE ► . WITH 3 /J `\ 3b'ABOVE DECK PLATFORM OR OPEN PORCHES. � ' FM F0�1ralPER 1 ID. BASE BID GUARDRAIL VERTICAL BALUSTERS SHALL BE EITHER 2'X 2'SQUARE OR TURNED P.T A4 / \ WOOD BALUSTERS GUARDRAIL BALUSTERS SHALL BE SPACED SUCH THAT A SPHERE GREATER L - - / - - L - - \ THAN 4'IN DIAMETER CAN NOT PA56 THROUGH PER SECTION R30 OF THE 2020•RCNY-. BOTTOM OF FOOTING TO BEAR L J 13 AT OWNER'S OP110NL THE POST AND GUARDRAIL SYSTEM MAY BE A COMPOSITE TYPE SYSTEM AS 2'-4'DIAMETER ON UND STUBBED VIR61N 50 L ?'4' 1'4' MAIFACTURED BY'TREK'OR APPROVED EQUAL. _ n 10 CONTRACTOR MAY CHOOSE ALTERNATE METHODS OF CLOSING IN SIDES OF DECK OR STAIR " " GUARDRAILS AS LONG AS THE METHOD USED COMPLIES WITH ALL APPLICABLE SECTIONS OF THE SECTION A 2020-FICNYS _ 8'-54' 6-8' 8-2' 2L STAIRS FROM DECK AND PORCHES DOWN TO GRADE SHALL COMPLY WITH SECTIONS R3115 AND R312 -- OF 114E 2020-RCMfS.STAIR HANDRAILS SHALL BE SET U'MNIMUM-3b'MAXPW ABOVE STAIR % DETAIL( y: TREADS MEASURED FROM FRONT EDGE OF STAIR TREADS _' ,-0"UTA.BIGFOO'f t•'OOTING-PIER) .� ,--•..; �-'-•• --CROSS SECTION "A" 22. ALL NON-COMPLIANT UJOp'SHALL BE RET'10VED AND REPLACED A5 REQUIRED AT THE CONTRACTOR'S EXPENSE PRIOR TO FINAL ACCEPTANCE BY THE BUILDING DEPT,ARCHITECT OR SCALE:3/4"=1'-0" SCniL IR"=1-0" OWNER x. r/. r - , j-..�r.ji� fi r,!- ^ •,L''r-/i in ~ice • 5 !• DOOR FROM HOUSE TO DECK SEE / P AN5 FOR SIZE AND TYPE W.R.GRACE FLEXIBLE FLASHING OR i COPPER FLASHING UNDER SIDI4G AND OVER LEDGER BOARD W SPACED DECKING P.T.WOOD 5PAGED DECKING-P.T.WOOD U DECKING OR COMPOSITE DECKING DECKING OR COMP051TE DECKING A5 SELECTED BY OWNER AS SELECTED BY OWER 2 x 12 P.T.WOOD DECK 2 x 10 P*.WOOD DECK JOISTS AT I6'OL. JOISTS AT VOL. i. Q V. W n 9 ATTACH JOISTS TO LEDGER WITH iN GALV.J0151 LL4 ~ u� HANGERS SIMPSON LUS210 OR EQUAL INSTALL SIMP5 4 0N DTTIZ GALv.BRACKET TO L `, 1 4 EVERY 3rd JOIST WnTH(6)I}f'LONG SDS ' � 4� n CONT 2 x 12 P.T.WOOD LEDGER BOARD-WRAP SCREWS AND TO HOUSE'S SILL PLATE WITH 8' EX15TIZ FLOOR � + o BACK AND TOP OF BOARD WITH SELF ADHERING 3 LONG SOUP TIMBER-HEX HDG SCREW CONSTRUCTION(v.IFJ 1- � GRACE'VYCOR'FLEXIBLE FLASHING STRIP MIN ATTACHED LEDGER BOARD TO CONCRETE ATTACH JOISTS TO LEDGER WTH GALV.JOIST 3'"MIN• v n HANGERS SIMPSON PSON LLG210 OR EQUAL EXIST NG ? b PT.PLATES n rr h1 7, FOUNDATION WALL WITH'HILTI'}'DIA.X b'LONG OVER GO SILL L SEALER IVIFJ �"'+V GALV.OR 5/5'KWIK BOLT-3'WEDGE ANCHOR BOLTS 2 x fO P.T.WOOD LEDGER BOARD ATTACHED OR APPROVED EQUAL AT Ib'OL.STAGGERED TO RIM JOIST AND SILL WITH(2)R015OFA' (INSTALL PER MAMUF.INSTALLATION INSTRUCTIONS) DIA X 5'LONG SIMPSON'51)5'OR n w ell 'LEDGERLOK'STRUCTURAL SCREWS AT VOL Z ALTERNATE FASTENERS:%'DIA X 5'LONG ^ .-, LAG SCREWS AT Ib'OL.STAGGERED v (PRE-DRILL HOLES M LEDGER TO INSTALL �uJ SELF ADHERING BITUMINOUS FLASHING O�"+ MEMBRANE OVER SHEATHING AND a EXISTING FOUNDATION WALL(PRESUMED •- UNDER LEDGER BOARD TO BE POURED CONCRETE.NOTIFY ARCHITECT IF WALL 15 GMU BLOCK) }� EXISTING FOUNDATION WALL T Day id A. Bar uti Architect,PC LEDGER BOARD ATTACHMENT TO CONCRETE FOUNDATION CONDITION AT DOOR A t 150 White Plains Road .� cite 103 ,. ,` c rytown,NY 10591 �` �►:° `� 914-909-5143 DETAIL 914-909-5144 ORI DETAIL:EDGER BOARD LATERAL aNCHV, (LEDGER BOARD LATERAL ANCHORINGo �A SCAI�E:1 1/2"=1'-0" A4 SCA1..1i.1 112"=I'-0" A4 Apo 4tA li,': C.R.P. ,1 �y SCALE: AS NU-I'1_.D 1'110.11 71'NO: -30504 31 23 'II w s Seal 0 -U3-30_'i SHEET No. 2 x P.T.WOOD DECK FRAMING AT I6'OL 4 x 4 P.T WOOD POST 4 x 4 P.T.WOOD POST SPACED 5'-4'(EVERY SPACED 5'-4'(EVERY 4th JOIST)OL.MAX. 4lh JOIST)O.C.MAX. SEE RAILING DETAIL FOR SEE RAILING DETAIL FOR SPECIFIC RAIL CONSTRUCTION SPECIFIC RAIL CONSTRUCTION A5 SPACED I'x 6'P.T.WOOD SPACED I'x 6'P.T.WOOD 2 x JOIST DEPTH P.T.WOOD SOLID BLOCKING OR COMPOSITE DECKING OR COMPOSITE DECKING TIGHT AGAINST POST AND NAILED TO JOISTS WITH(3)12d GALV.NAILS EACH END RAIL POST AT DECK WHERE JOISTS ARE PERPENDICULAR TO RIM JOIST h I h 2 x 10 P.T.WOOD 2 x 10 END.P.T. RIM JOIST j WOOD RIM JOIST - 4 x 4 P.T WOOD RAILING POST SPACED 5'4' ATTACH POS15 TO FRAMING WITH ATTACH POSTS TO FRAMING WITH O.C.!LOCATE POSTS AT JOISTS WHEN P0561BLE 2 x 10 PT WOOD (2)}'DIA GALV THRU BOLTS WITH 1 x 10 P.T.WOOD (211f'DIA.GALV.THRU BOLTS WITH JOISTS AT 16'O.C. GALv.WASHERS AND NUTS JOISTS AT 16'OL. GALv.WASHERS AND WT5ni 1 x 10 PT WOOD'rO_ID 2 x 10 P.T.WOOD SOLID BLOCKING BETWEEN JOISTS BLOCKING BETWEEN JOISTS "~ TO ATTACH POSTS TO ATTACH P05TS r SECTION"A" SECTION"B" L r 2 x P.T.WOOD RIM JOIST POST ATTACHMENT POST ATTACHMENT NAILED TO J015T ENDS JOISTS PERPENDICULAR TO POSTS JOISTS PARALLEL TO POSTS 2 x JOIST DEPTH P.T.WOOD SOLID BLOCKING I TALL QM'DIA.GALv.BOLTS WITH ^ x TIGHT AGAINST POST AND NAILED TO JOISTS GALV.WASHERS AND NUTS TO SECURE THE WITH(3)11d GALV NAILS EACH END RAILING POSTS TO THE DECK FRAMING x > r -_ DETAIL(4 x 4 RAILING POST ATTACHMENT) SCALE:1 1/2"=V-0" AS u . IT B '"� Z) 6'-VOL.MAX RAIL POST AT DECK WHERE JOISTS RAIL POST AT DECK ARE PAR.Ai 1 EL TO RIM JOIST CORNERS <' -F R x i x `. VINYL OR COMPOSITE HANDRAIL PROFILE 234'MA :- ^ SHALL COMPLY WITH SECTION 3115b3 OF THE a FE5IDENTIAL CO OF NEW YORK STATE FOR S - 1 X 11 PT WOOD %�%+ GRASPABILITY MIN TREAD DEPTH NG DECK FRAM �� `�? DE L'' 3Ya WOOD TREADS MAX.G AR ACING IIAN RAI I ��^ WAND RAIL PROF LE ~: _ ^7 - (2)V4'X P.T.WOOD-- z J:;J RISERS CUT TO SIZE POST CAP(STYLE AS SELECTED BY OWNER - SEE NOTE 5 BELOW;:F BALUSTERS C i x r = z "ROM RAILING SYSTEM MANUFACTURER'S SPACING T�QJIREt-ENTS Z .i =✓/% C Z STANDARD SELECTION) _ ? -f f ,r� ""g ' 21x2'vlWLORCOMPOSITE 7��iii-�-'i _�T-I~x SQUARE BALUSTERS OR AS '-'/"�'^ " rz ' SELECTED BY OWNER ^� Q ADJUST RISER HEIGHT TO SITE CONDITIONS AS REQUIRED ATTACH STRINGERS TO RIM JOIST WITH 5IM aOtN a w GALv.STAIR STRINGER BRACKETS INSTALLED PER SIMPSON'S INSTALLATION INSTRUCTIONS M 2 X 12 P.T.STRINGERS SPACED - V O.C.NOTCHED TO REQUIRED7x �..� z Q RISER AND TREAD DIMENSIONS Z SIMPSON HANGERS AT 2 x 12 RIM JOIST Q o= __W '� 2 X 12 P.T.STRINGERS AT VOL. 4 X 4 WOOD POSTS AT b 0'OL!MAX MAXI"RM)WEN USING COMPOSITE FASTENED 10 STAIR STRUCTURE PER DECKING FOR TREADS /'� {s'1 ►�I RAILING SYSTEMS INSTRUCTIONS-POST a 10, -�`! COVERED WITH POST SLEEVE PER RAILING TREA 1 X 10 MINIMUM P.T. ~ , W SYSTEMS STANDARD SELECTION � MM.TREAD DEPTH WOOD DECK FRAMING VINYL OR COMP051TE DECK BOARD RISERS RIPPED TO REQUIRED WIDTH PER R3142.1 OF (2)I'X 6 COMPOSITE TREADS WITH 1/8'SPACE TO MATCH DECKING-ATTACH WITH DECKING (2) X 6'PT � LLf' THE RESIDENTIAL CODE OF NEW PORK STATE s� �T�� .r i MANUFACTURER'S HIDDEN FASTENERS PER WOOD TREADS W F•-� r_l n WRITTEN INSTRUCTIONS Q 8 2 X?P.T.CLEATS A5 REQUIRED TO ATTACHED `^.J H /"�•- RISERS AND TREADS 3'0' -SPAC EE BOTTTOM RAIL 50 THAT SPACE 15 LE56 (2)%'X P.T.WOOD Z z O MINIMUM THAN 6'DIA.SPHERE PER SECTION R3162 OF RISERS GUT TO SIZE W�T1�/ M O THE RE51DENTIAL CODE OF NEW YORK STATE- ✓%�T� ~�T1-i Q SOLID LANDING PAD TO BE 3'-0 MINIMUM PAST SEE NOTE b BELOW = Z ri FIRST RISER AND WIDTH TO BE 8'MINIMUM �y EXTERIOR STAIR NOTES: .. WIDER THAN OUTSIDE WIDTH OF STAIRS-TO BE tii s' 1. STAIR CONSTRUCTION 15 TO COMPLY WITH SECTIONS R311.1'STAIRWAY5'OF zz�N CONCRETE PAD,CONCRETE PAVERS, TREAD NOSING TYPICAL THE 2010-RESIDENTIAL CODE OF NEW YORK STATE(HEREIN AFTER oc -2 X 4 P.T.WOOD LEDGER BOARD NAILED TO LLI BLUESTONE OR OTI•ER APPROVED MATERIAL REFERRED TO AS THE 2010-RCNYS). ax RIM JOIST-NAIL STRINGERS TO LEDGER AND u Z 2.ALL WOOD TO BE PRE55URE TREATED FOR MOISTURE PROTECTION. RIM J0157 WITH 11d GALv COMMON NAILS j a 3.FASTENERS(BOLTS,NUTS,WASHERS,NAILS,SCREWS)ARE TO BE 1 N n GALVANIZED,STAINLESS STEEL OR CERAMIC COATED RATED FOR TOE NAIL STRINGERS INTO 2 4 P.T. CONTACT WITH PRESSURE TREAT LUMBER WOOD LEDGER AND THROUGH RIM 4.STAIR WIDTH:STAIRWAYS SHALL NOT BE LESS THAN X'IN CLEAR WIDTH JOIST INTO STRINGERS David A. B a rbuti 5.HEADROOM:THE HEADROOM AT STAIRWAYS SHALL BE NOT LESS THAN 2 X 12 P.T.STRINGERS SPACED b'-8'MEASURED VERTICALLY FROM THE SLOPE LINE ADJOINING THE 16'OL NOTCHED TO REQUIRED RISER l�rchitect,PC: TREAD NOSING OR FLOOR SURFACE OF LANDINGS AND TREAD DIMENSIONS AND NAILER '�- 6.RISER HEIGHT:THE RISER HEIGHT SHALL NOT BE MORE THAN r3:'(A MAXIMUM R15ER HEIGHT IS PREFERRED.) 1.TREAD DEPTH:THE TREAD DEPTH SHALL NOT BE LESS THAN S' •,'�� �C�C/ 150 White Plains Road 8.NOSING:NOSING AT TREADS,LANDINGS AND FLOORS OF 57AIl WAYS SHALL 2 x 4 LEDGER AT 2 x 10 RIM JOIST Jr 77��► Suite 103 HAVE A RADIUS AT THE NOSING NOT GREATER THAN X'OR A BEVEL Not Tarrytown,NY 10591 GREATER THAN If'.A NOSING PROJECTION NOT LESS TH /.AN 'AND NOT 8/4 MORE THAN lei'SHALL BE PROVIDED. Q �� e1: 914-909-5143 4-0 5.LANDINGS:A LANDING SHALL BE PROVIDED AT THE ,TOP AND BOTTOM OF ., G x: 914-909-5144 THE STAIRS,MEASURING A MIN"OF 3'-0'IN THE PATH OF TRAVEL COMPLYING WITH A LANDING SHALL BE PROVIDED AT THE TOP AND BOTTOM OF THE STAIRS,MEASURING A MINIMUM OF 3'-0'IN THE PATH OF DETAILr7* DETAIL(DECK S'I'AIRS A\D IIAt\DRAILI(`G► 2 TRAVEL COMPLYING WITH SECTION R3115.4 OF THE 2020-RCNYS. (STAIR ACIIME\I I'O DECK) r 1 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii,im10.HANDRAILS:HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SCALE:1 1/2"=1'-(1" AS SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS.HANDRAIL S('ALE:1 1/2"=1'-()" By. HEIGHT AS MEASURED VERTICALLY FROM TREAD NOSING SHALL NOT BE LESS THAN 34'AND NOT MORE THAN 38'.HANDRAIL PROJECTION SHALL SCALE.: NOT BE MORE THAN 41'ON EITHER SIDE OF STAIRWAYS.HANDRAIL CLEARANCE:HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF :\S\O'll D NOT LESS THAN 11f'BETWEEN WALL AND THE HANDRAILS.HANDRAILS SHALL PRo1eMr NO: COMPLY WITH'GRASPABILITY'REQUIREMENTS OF SECTION R311.185 OF THE 1 0 9 230.504 1020-RCNYS.HANDRAILS ADJACENT TO WALLS SHALL HAVE A SPACE NOT START DA11:: LESS THAN I}'BETWEEN WALL AND HANDRAIL PER SECTION R3111b2 OF THE RCNYS. �� - lrch)tect's Seal 08-03-2023 13N'N0ZM3A@3dSI'd)l :1IdW3 9LS0T AN 139aI21 aNnOd 8LT X09 80'd :'ON sor A1Nno:) 1131.S3H:)1S3M NOOH9 3AH L L 0Z-90-80 31va :Ol a331Nvmvns )1:)O18 I N0I.133S or ':)'d'S210A3A21f1S 4NVl PJVqld V 313 NvHi nm 'MV►l NOLLV►�na3 'Sld3NMO 1N3nb3S8nS b0 SNOIJ.n1LLSNI 'S3Id0� 3nN-L aIldA 38 31d1S n N n 3Hl �O 1VrNomaad 01318"USN"I ION 3VVI S331NvNvnE) Ol a3213aISN03 38 IlV►HS lVl3S `Z NOISIAIaBnS '60ZL 3H I.10 �O 'NOI1n1I1SNI 9NIaN31 3Hl �O S33N9ISSV/ 3H101 aNV► a3SS08W3 S,�OA3A�lnS aN1�l NOLLV►IOIA VI SI ld3S S,IIOA3AbnS 'N03113H a31SIl NOLLn1I1SNI 9NIaN3l aNV► A3N39d :10 lV►NI9I2lO NV► H1IM a3XbV►W aNn a3SN3�Il V► 9NIlIV39 IV►1N3WN213A09 ANVIdWO:) 311L13H1 OI JIVIH38 SIN NO A3AvnS SIHI :1O IVNIJIVO ddW A3AmnS v Ol Nouaaav aNVI `a3VV►d3Vd SI A3AbnS 3H1 WOHM 110:1 NOS213d 3Hl 3Hl WOIH S3Id0:) AINO NO NOIJ."Mv a3ZINoH1nV►Nn 01 AINO NnN IIV►HS N03213H a31v:)xaNI S331NvNvnq 'S1N3W3AOVdWI b31110 ANV► NO S3b(1nn211S'S3:)N3:1 :10 NOLL M 3Hl vaj a3Sn 38 Ol a3aN3INI lON 311V1 A3H1 'AINO 3SOdbnd :)I:1I:)3dS V►110:1 311V "3NIl A1213dOZid 3HI Ol S321monb1S 3H1 W021:J N03113H NMONS SNOISN3WIa 3Hl a331Nvmvng lON 3NV► NMONS ION 'ANV► :JI 'ab0:)321 :1O S1N3W3SV►3 210/aNVr SAV►M JO 1H9I-1 :JO 3:)N31SIX3 3Hl W3/lum 7dNIJ &OZ-OC-90 a3aN31VV) W3/lum 7VN1-4 V=-89-0t a3CON3LVV) 1.Z 101 LO M007S 9£0'9SL N01103S XV.L jsb'.q,v M0079 6L 107 tC9Z •0N ddw 06t-tZ-t c a371.4 3Oa181WHAS dO dVW NOI SMasnsad a3aN31Nb'' NOC 9 DAH --!0 DOV111A �f hZ0Z 61 AON 3/1I&0► 4 p0 3AIH(2 ClNVGNdlS 'S'n NI lN3W32lnSd3W Coe + sit '37vos GNV7GOOM 900,10t t t = ki :'ON 311I1